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WATER TREATMENT PLANT NO. 2 - CONTRACT 3: RAW WATER TRANSMISSION MAIN EXPANSION PROJECT - 10-0039-UT-CWATER TREATMENT PLANT NO.2 - CONTRACT 3: RAW WATER TRANSMISSION MAIN EXPANSION PROJECT 10- 0039- UT -(C) LL H 0 CONTRACT DOCUMENTS & SPECIFICATIONS Prepared for City of Clearwater Engineering Department 100 S. Myrtle Avenue Clearwater, FL 33756 ISSUED FOR BID March 2013 1 ® ACCORD CERTIFICATE OF LIABILITY INSURANCE DATE (MM /DDIYYYY) 3/29/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Bowen, Miclette &Britt of Florida LLC 400 High Point Drive #200 Cocoa FL 32926 CONTACT NAME: Peggy Broughton 639 -2077 (a/c00.. "No. EXU:321- 639 -3055 A/C, No):321- ADDRESS: br0U ht0n bmbinc.com D 9 @ INSURER(S) AFFORDING COVERAGE NAIC # INSURER A :Amerisure Insurance Company INSURER B :Amerisure Mutual Insurance Company 19488 INSURED YOUNGSCOMM Young's Communications Co., Inc. 424 West Drive Melbourne FL 32904 23396 INSURER C : 3/1/2013 INSURER D : $1,000,000 INSURER E : $50,000 INSURER F : $5,000 COVERAGES CERTIFICATE NUMBER: 264996352 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE INSR SWVD POLICY NUMBER (MMIDDY/YYYY) (MM/DD/YYYY) LIMITS A GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY CPP2071201 t '�° r1 2013 '�N ® ( 8/1/2012 3/1/2013 EACH OCCURRENCE $1,000,000 DAMAGE TO RENTED PREMISES (Ea occurrence) $50,000 MED EXP (Any one person) $5,000 CLAIMS -MADE X OCCUR PERSONAL & ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 PRODUCTS - COMP /OP AGG $2,000,000 GE 'L AGGREGATE POLICY X LIMIT APPLIES JF 0 PER: LOC $ A AUTOMOBILE X X LIABILITY ANY AUTO ALL AUTOS OWNED HIRED AUTOS SCHEDSCHEDULED NON-OWNED UT OWNED AUTOS CA2071200 V/ ' Cite: � `, f'..� iP '-�z�i4ii��"� �✓ .°'= 1�V1 1n a alt 3/1/2013 COIGIBINED SINGLE LIMIT (Ea accident) $1,000,000 $ BODILY INJURY (Per person) BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ B X UMBRELLA LIAB EXCESS LIAB X OCCUR CLAIMS -MADE CU2071202 8/1/2012 3/1/2013 EACH OCCURRENCE $5,000,000 AGGREGATE $5,000,000 $ DED RETENTION $0 A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below YIN N I A WC2047208 8/1/2012 8/1/2013 X TORY LIMITS X OTH- ER E.L. EACH ACCIDENT $1,000,000 E.L. DISEASE - EA EMPLOYEE $1,000,000 E.L. DISEASE - POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space is required) When required by written contract, those Parties listed in said contract, including the certificate holder, are added as an Additional Insured with respects to General Liability as afforded by the policy and /or endorsements. CERTIFICATE HOLDER CANCELLATION City of Clearwater 100 South Myrtle Avenue Clearwater FL 33756 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE © 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD City of Clearwater, Florida WATER TREATMENT PLANT No. 2 — CONTRACT 3: RAW WATER TRANSMISSION MAIN EXPANSION PROJECT - 10- 0039- UT -(C) SECTION I SECTION II SECTION III SECTION IIIa SECTION IV SECTION IVa APPENDIX SECTION V TABLE OF CONTENTS ADVERTISEMENT OF BIDS & NOTICE TO CONTRACTORS INSTRUCTIONS TO BIDDERS GENERAL CONDITIONS SUPPLEMENTARY GENERAL CONDITIONS TECHNICAL SPECIFICATIONS SUPPLEMENTAL TECHNICAL SPECIFICATIONS OTHER PROJECT DOCUMENTATION CONTRACT DOCUMENTS Prepared in the Office of the City Engineer Prepared By: Reiss Engineering, Inc. Project #: 102006 REISS ENGINEERING Cover.doc Page II ,,�1111111//,11, .• 10E •.• f s� : .: r = 7 ••■•■• ��fi11111�1� 10/10/2008 SECTION I ADVERTISEMENT OF BIDS & NOTICE TO CONTRACTORS WATER TREATMENT PLANT No. 2 — CONTRACT 3: RAW WATER TRANSMISSION MAIN EXPANSION PROJECT CONTRACT # 10- 0039- UT -(C) CLEARWATER, FLORIDA Copies of the Contract Documents and Plans for this Project are available for inspection and/or purchase by prospective bidders at the City of Clearwater's Plan Room - website address: www.myClearwater.com /cityprojects, on Monday, March 25, 2013, until no later than close of business three (3) days preceding the bid opening. Price of Contract Documents and Plans, as indicated on the website, reflects reproduction cost only. The work for which proposals are invited consists of approximately 50,100 LF of 6 ", 8", 12", 14", 16" and 18" raw water transmission mains and associated appurtenances. A MANDATORY Pre -Bid Conference will be held on Thursday, April 4, 2013, at 10 AM in the Municipal Services Bldg., 100 So. Myrtle Avenue, Conference Room 130, 1st Floor, Clearwater, Florida 33756 -5520 for all prospective bidders who DID NOT attend the mandatory pre -bid conference held on Thursday, January 31, 2013. Representatives of the Owner and Engineer's Consultant will be present to discuss this Project. Sealed proposals will be received by the Purchasing Manager, at the Purchasing Office, located at the Municipal Services Bldg., 100 S. Myrtle Ave., 3rd Floor, Clearwater, Florida 33756 -5520, until 1:30 P.M. on Thursday, April 25, 2013. The bids will be publicly opened in Purchasing Conference Room 342 and read at that hour and place for Water Treatment Plant No. 2 — Contract 3: Raw Water Transmission Main Expansion Project - 10-0039-UT-(C). A complete bidders package containing plans, specifications, bond forms, contract form, affidavits and proposal form is available to the general public (Contractors, Sub - contractors, suppliers, vendors, etc.) for review and purchase. However, sealed proposals will only be accepted from those Contractors that are currently City pre - qualified Contractors in the construction category of Water and Force Mains with a minimum pre - qualification amount of $3,000,000.00. Contractors wanting to pre - qualify to bid this project must do so two (2) weeks /ten (10) workdays prior to the bid opening date. A 10% bid bond is required for all City of Clearwater projects. The right is reserved by the City Manager of the City of Clearwater, Florida to reject any or all bids. The City of Clearwater, Florida Michael Murray, Purchasing Manager (727) 562 -4633 Sectionl.doc Page 1 of 1 7/23/2012 1 1 1 t 1 1 SECTION II INSTRUCTIONS TO BIDDERS Table of Contents: 1 COPIES OF BIDDING DOCUMENTS 1 2 QUALIFICATION OF BIDDERS 1 3 EXAMINATION OF CONTRACT DOCUMENTS AND SITE 1 4 INTERPRETATIONS AND ADDENDA 2 5 BID SECURITY OR BID BOND 3 6 CONTRACT TIME 3 7 LIQUIDATED DAMAGES 3 8 SUBSTITUTE MATERIAL AND EQUIPMENT 3 9 SUBCONTRACTORS 3 10 BID/PROPOSAL FORM 4 11 SUBMISSION OF BIDS 4 12 MODIFICATION AND WITHDRAWAL OF BIDS 5 13 REJECTION OF BIDS 5 14 DISQUALIFICATION OF BIDDER 5 15 OPENING OF BIDS 5 16 LICENSES, PERMITS, ROYALTY FEES AND TAXES 5 17 IDENTICAL TIE BIDS/VENDOR DRUG FREE WORKPLACE 6 18 AWARD OF CONTRACT 7 19 BID PROTEST 7 20 TRENCH SAFETY ACT 9 21 CONSTRUCTION SITE EROSION AND SEDIMENT CONTROL MANAGEMENT MEASURES 9 SectionlI.doc i 4/3/2012 Section 11— Instructions to Bidders 1 COPIES OF BIDDING DOCUMENTS 1.1 Complete sets of the Bidding Documents are available at the City of Clearwater's Plan Room — website address: www.myclearwater.com /cityprojects. Price of Contract Documents and Plans, as indicated on the City's Website, reflects reproduction costs only, which is non- refundable. A complete bidder's package containing plans, specifications, bond forms, contract form, affidavits and bid /proposal form is available only to pre - qualified bidders. Contractors, suppliers, or others who are not pre - qualified but who may be a possible subcontractor, supplier, or other interested person may purchase a "Subcontractor" package consisting of plans, specifications, and list of pay items. 1.2 Complete sets of Bidding Documents must be used in preparing bids. Neither the City nor the Engineer shall be liable for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents, by Bidders, sub - bidders or others. 1.3 The City, in making copies of Bidding Documents available on the above terms, does so only for the purpose of obtaining Bids on the Work and does not confer a license or grant any other permission to use the documents for any other purpose. 2 QUALIFICATION OF BIDDERS 2.1 Each prospective Bidder must pre - qualify to demonstrate, to the complete satisfaction of the City of Clearwater, that the Bidder has the necessary facilities, equipment, ability, financial resources and experience to perform the work in a satisfactory manner before obtaining drawings, specifications and contract documents. An application package for pre - qualification may be obtained by contacting the City of Clearwater, Engineering Department, P.O. Box 4748, Clearwater, Florida 33758 -4748 (mailing address); 100 South Myrtle Avenue, Clearwater, Florida 33756 -5520 (street address only) or by phone at (727) 562 -4750. Pre - Qualification requirements information is also available on City of Clearwater Website at address: www. myclearwater. com/ gov/ depts/ pwa/ engin /Construction/prequal.asp. Contractors wanting to pre - qualify to bid on a project as a General Contractor must do so two weeks (ten work days) prior to the bid opening date. Bidders currently pre - qualified by the City do not have to make reapplication. 3 EXAMINATION OF CONTRACT DOCUMENTS AND SITE 3.1 It is the responsibility of each Bidder, before submitting a Bid, to (a) examine the Contract Documents thoroughly; (b) visit the site to become familiar with local conditions that may in any manner affect cost, progress, performance or furnishing of the work; (c) consider and abide by all applicable federal, state and Local laws, ordinances, rules and regulations; and (d) study and carefully correlate Bidder's observations with the Contract Documents, and notify Engineer of all conflicts, errors or discrepancies in the Contract Documents. 3.2 In reference to the Technical Specifications and/or the Scope of the Work for identification of those reports of explorations and tests of subsurface conditions at the site which have been utilized by the Engineer in the preparation of the Contract Documents, bidder may rely upon the accuracy of the technical data contained in such reports but not upon non - technical data, interpretations or opinions contained therein or for the completeness thereof for the purposes of bidding or construction. In reference to those drawings relating to physical Sectionll.doc Page 1 of 9 4/3/2012 Section II — Instructions to Bidders conditions of existing surface and subsurface conditions (except Underground Facilities) which are at or contiguous to the site and which have been utilized by the Engineer in preparation of the Contract Documents, bidder may rely upon the accuracy of the technical data contained in such drawings but not upon the completeness thereof for the purposes of bidding or construction. 3.3 Information and data reflected in the Contract Documents with respect to Underground Facilities at or contiguous to the site are based upon information and data furnished to the City and Engineer by owners of such Underground Facilities or others, and the City does not assume responsibility for the accuracy or completeness thereof unless expressly provided in the Contract Documents. 3.4 Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders on subsurface conditions, Underground Facilities, other physical conditions, possible conditions, and possible changes in the Contract Documents due to differing conditions appear in the General Conditions. 3.5 Before submitting a Bid, each Bidder shall, at Bidder's own expense, make or obtain any additional examinations, investigations, explorations, tests and studies and obtain any additional information and data which pertain to the physical conditions (surface, subsurface and Underground Facilities) at or contiguous to the site or otherwise which may affect cost, progress, performance or furnishing the work in accordance with the time, price and other terms and conditions of the Contract Documents. 3.6 On request in advance, City will provide each Bidder access to the site to conduct such explorations and tests at Bidder's own expense as each Bidder deems necessary for submission of a Bid. Bidder shall fill all holes and clean up and restore the site to its former condition upon completion of such explorations and tests. 3.7 The lands upon which the Work is to be performed, rights -of -way and easements for access thereto and other lands designated for use by the Contractor in performing the Work are identified in the Contract Documents. All additional lands and access thereto required for temporary construction facilities or storage of materials and equipment are to be provided by the Contractor. Easements for permanent structures or permanent changes in existing structures are to be obtained and paid for by the City unless otherwise provided in the Contract Documents. 3.8 The submission of a Bid will constitute an unequivocal representation by the Bidder that the Bidder has complied with every requirement of these Instructions to Bidders and that, without exception, the Bid is premised upon performing and furnishing the Work required by the Contract Documents by such means, methods, techniques, sequences or procedures of construction as may be indicated in or required by the Contract Documents, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions of performance and furnishing of the work. 4 INTERPRETATIONS AND ADDENDA 4.1 All questions as to the meaning or intent of the Contract Documents are to be directed to the Engineer. Interpretations or clarifications considered necessary by the Engineer in response to such questions will be issued by Addenda, by the City's planroom to all parties recorded by the City's planroom as planholders having received the Bidding Documents. Questions received after the time frame specified at the pre -bid meeting prior to the date for opening of SectionIl.doc Page 2 of 9 4/3/2012 1 1 1 f 1 1 1 1 1 1 1 1 1 1 Section II — Instructions to Bidders Bids may not be answered. Only information provided by formal written Addenda will be binding. Oral and other interpretations of clarifications will be without legal effect. 4.2 Addenda may also be issued to modify the Bidding Documents as deemed advisable by the City or Engineer. 5 BID SECURITY OR BID BOND 5.1 Each Bid must be accompanied by Bid Security made payable to the City of Clearwater in an amount equal to ten percent (10 %) of the Bidder's maximum Bid price and in the form of a certified or cashier's check or a Bid Bond (on form attached) issued by a surety meeting the requirements of the General Conditions. A cash bid bond will not be accepted. 5.2 The Bid Security of the Successful Bidder will be retained until such Bidder has executed the Agreement and furnished the required Payment and Performance bonds, whereupon the Bid Security will be returned. If the Successful Bidder fails to execute, deliver the Agreement and furnish the required Bonds within ten (10) days after the award of contract by the City Council, the City may annul the bid and the Bid Security of the Bidder will be forfeited. The Bid Security of any Bidder whom the City believes to have a reasonable chance of receiving the award may be retained by the City until the successful execution of the agreement with the successful Bidder or for a period up to ninety (90) days following bid opening. Security of other Bidders will be returned approximately fourteen (14) days after the Bid opening. 5.3 The Bid Bond shall be issued in the favor of the City of Clearwater by a surety company qualified to do business in, and having a registered agent in the State of Florida. 6 CONTRACT TIME 6.1 The number of consecutive calendar days within which the work is to be completed is set forth in the Technical Specifications. 7 LIQUIDATED DAMAGES 7.1 Provisions for liquidated damages are set forth in the Contract Agreement. 8 SUBSTITUTE MATERIAL AND EQUIPMENT 8.1 The contract, if awarded, will be on the basis of material and equipment described in the Drawings or specified in the Specifications without consideration of possible substitute or "or equal" items. Whenever it is indicated in the Drawings or specified in the Specifications that a substitute or "or equal" item may be furnished or used, application for its acceptance will not be considered by the Engineer until after the effective date of the Contract Agreement. The procedure for submittal of any such application is described in the General Conditions and as supplemented in the Technical Specifications. 9 SUBCONTRACTORS 9.1 If requested by the City or Engineer, the Successful Bidder, and any other Bidder so requested, shall, within seven (7) days after the date of the request, submit to the Engineer an experience statement with pertinent information as to similar projects and other evidence of qualification for each Subcontractor, supplier, person and organization to be used by the Sectionll.doc Page 3 of 9 4/3/2012 Section 11— Instructions to Bidders Contractor in the completion of the Work. The amount of subcontract work shall not exceed fifty percent (50 %) of the Work except as may be specifically approved by the Engineer. If the Engineer, after due investigation, has reasonable objection to any proposed Subcontractor, supplier, other person or organization, he may, before recommending award of the Contract to the City Council, request the Successful Bidder to submit an acceptable substitute without an increase in Contract Price or Contract Time. If the Successful Bidder declines to make any such substitution, the City may award the contract to the next lowest and most responsive Bidder that proposes to use acceptable Subcontractors, Suppliers, and other persons and organizations. Declining to make requested substitutions will not constitute grounds for sacrificing the Bid security to the City of any Bidder. Any Subcontractor, supplier, other person or organization listed by the Contractor and to whom the Engineer does not make written objection prior to the recommendation of award to the City Council will be deemed acceptable to the City subject to revocation of such acceptance after the Effective Date of the Contract Agreement as provided in the General Conditions. 9.2 No Contractor shall be required to employ any Subcontractor, supplier, person or organization against whom he has reasonable objection. 10 BID /PROPOSAL FORM 10.1 The Bid /Proposal Form is included with the Contract Documents and shall be completed in ink or by typewriter. All blanks on the Bid /Proposal Forms must be completed. Unit Prices shall be to no more than two decimal points in dollars and cents. The Bidder must state in the Bid /Proposal Form in words and numerals without delineation's, alterations or erasures, the price for which he will perform the work as required by the Contract Documents. Bidders are required to bid on all items in the Bid /Proposal form. The lump sum for each section or item shall be for furnishing all equipment, materials, and labor for completing the section or item as per the plans and contract specifications. Should it be found that quantities or amounts shown on the plans or in the proposal, for any part of the work, are exceeded or should they be found to be less after the actual construction of the work, the amount bid for each section or item will be increased or decreased in direct proportion to the unit prices bid for the listed individual items. 10.2 Bids by corporations shall be executed in the corporate name by the president or a vice - president (or other corporate officer accompanied by evidence of authority to sign) and the corporate seal shall be affixed. The corporate address and state of incorporation shall be shown below the Signature. If requested, the person signing a Bid for a corporation or partnership shall produce evidence satisfactory to the City of the person's authority to bind the corporation or partnership. 10.3 Bids by partnerships shall be executed in the partnership name and signed by a general partner, whose title shall appear under the signature and the official address of the partnership shall be shown below the signature. 10.4 All names shall be typed or printed below the signature. 11 SUBMISSION OF BIDS 11.1 Sealed Bids shall be submitted at or before the time and at the place indicated in the Advertisement for Bids and shall be submitted in a 8.5 "x11" manila envelope with the project name and number on the bottom left hand corner. If forwarded by mail, the Bid shall be enclosed in another envelope with the notation "Bid Enclosed" on the face thereof and Sectionll.doc Page 4 of 9 4/3/2012 1 1 1 1 1 1 1 1 1 1 1 1 Section 11— Instructions to Bidders addressed to the City of Clearwater, attention Purchasing Manager. Bids will be received at the office indicated in the Advertisement until the time and date specified. Telegraphic or facsimile bids received by the Purchasing Manager will not be accepted. 12 MODIFICATION AND WITHDRAWAL OF BIDS 12.1 Bids may be modified or withdrawn by an appropriate document duly executed (in the manner that a Bid must be executed) and delivered as described in the Advertisement of Bids. A request for withdrawal or a modification shall be in writing and signed by a person duly authorized to do so. Withdrawal of a Bid will not prejudice the rights of a Bidder to submit a new Bid prior to the Bid Date and Time. After expiration of the period for receiving Bids, no Bid may be withdrawn or modified. 12.2 After a bid is received by the City, the bidder may request to modify the bid for typographical or scrivener's errors only. The bidder must state in writing to the City that a typographical or scrivener's error has been made by the bidder, the nature of the error, the requested correction of the error, and what the adjusted bid amount will be if the correction is accepted by the City. The City reserves the right at its sole discretion to accept, reject, or modify any bid. 13 REJECTION OF BIDS 13.1 To the extent permitted by applicable State and Federal laws and regulations, the City reserves the right to reject any and all Bids, and to waive any and all informalities. Grounds for the rejection of a bid include but are not limited to a material omission, unauthorized alteration of form, unauthorized alternate bids, incomplete or unbalanced unit prices, or irregularities of any kind. Also, the City reserves the right to reject any Bid if the City believes that it would not be in the best interest of the public to make an award to that Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by the City. The City reserves the right to decide which bid is deemed to be the lowest and best in the interest of the public. 14 DISQUALIFICATION OF BIDDER 14.1 Any or all bids will be rejected if there is any reason for believing that collusion exists among the bidders, the participants in such collusion will not be considered in future proposals for the same work. Each bidder shall execute the Non - Collusion Affidavit contained in the Contract Documents. 15 OPENING OF BIDS 15.1 Bids will be opened and read publicly at the location and time stated in the Advertisement for Bids. Bidders are invited to be present at the opening of bids. 16 LICENSES, PERMITS, ROYALTY FEES AND TAXES 16.1 The Contractor shall secure all licenses and permits (and shall pay all permit fees) except as specifically stated otherwise in the Technical Specifications. The Contractor shall comply with all Federal and State Laws, County and Municipal Ordinances and regulations, which in any manner effect the prosecution of the work. City of Clearwater building permit fees Sectionll.doc Page 5 of 9 4/3/2012 Section 11— Instructions to Bidders and impact fees will be waived except as specifically stated otherwise in the Technical Specifications. 16.2 The Contractor shall assume all liability for the payment of royalty fees due to the use of any construction or operation process, which is protected by patent rights except as specifically stated otherwise in the Technical Specifications. The amount of royalty fee, if any, shall be stated by the Contractor. 16.3 The Contractor shall pay all applicable sales, consumer, use and other taxes required by law. The Contractor is responsible for reviewing the pertinent State Statutes involving the sales tax and sales tax exemptions and complying with all requirements. 16.4 The City of Clearwater is exempt from state sales tax on materials incorporated into the WORK. The City of Clearwater reserves the right to implement the Owner Direct Purchase (ODP) Option, if indicated in the Scope of Work Description in Section IV — Technical Specifications and as defined in Section III — General Conditions. 17 IDENTICAL TIE BIDS/VENDOR DRUG FREE WORKPLACE 17.1 In accordance with the requirements of Section 287.087 Florida Statutes regarding a Vendor Drug Free Workplace, in the event of identical tie bids, preference shall be given to bidders with drug -free workplace programs. Whenever two or more bids which are equal with respect to price, quality, and service are received by the City for the procurement of commodities or contractual services, a bid received from a business that certifies that it has implemented a drug -free workplace program shall be given preference in the award process. Established procedures for processing tie bids will be followed if none or all of the tied bidders have a drug -free workplace program. In order to have a drug -free workplace program, a contractor shall supply the City with a certificate containing the following six statements and the accompanying certification statement: (1) Publish a statement notifying employees that the unlawful manufacture, distribution, dispensing, possession, or use of a controlled substance is prohibited in the workplace and specifying the actions that will be taken against employees for violations of such prohibition. (2) Inform employees as to the dangers of drug abuse in the workplace, the business's policy of maintaining a drug -free workplace, any available drug counseling, rehabilitation, and employee assistance programs, and the penalties that may be imposed upon employees for drug abuse violations. (3) Give each employee engaged in providing the commodities or contractual services that are under bid a copy of the statement specified in subsection (1). (4) In the statement specified in subsection (1), notify the employees that, as a condition of working on the commodities or contractual services that are under bid, the employee will abide by the terms of the statement and will notify the employer of any conviction of, or plea of guilty or nolo contendere to, any violation of chapter 893, or of any controlled substance law, of the United States, or of any state, for a violation occurring in the workplace no later than five (5) days after such conviction. (5) Impose a sanction on, or require the satisfactory participation in a drug abuse assistance or rehabilitation program if such is available in the employee's community, by any employee who is so convicted. SectionII.doc Page 6 of 9 4/3/2012 Section 11— Instructions to Bidders (6) Make a good faith effort to continue to maintain a drug -free workplace through implementation of this section. I certify that this firm does /does not (select only one) fully comply with the above requirements. 18 AWARD OF CONTRACT 18.1 Discrepancies between words and figures will be resolved in favor of words. Discrepancies in the multiplication of units of work and unit prices will be resolved in favor of the unit prices. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. 18.2 In evaluating the Bids, the City will consider the qualifications of the Bidders, whether or not the Bids comply with the prescribed requirements, unit prices, and other data as may be requested in the Bid /Proposal form. The City may consider the qualifications and experience of Subcontractors, suppliers and other persons and organizations proposed by the Contractor for the Work. The City may conduct such investigations as the City deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications and financial ability of Bidders, proposed Subcontractors, Suppliers and other persons, and organizations to perform and furnish the Work in accordance with the Contract Documents to the City's satisfaction within the prescribed time. 18.3 If the Contract is to be awarded, it will be awarded to the lowest responsible, responsive Bidder whose evaluation by the City indicates to the City that the award will be in the best interest of the City. 18.4 Award of contract will be made for that combination of base bid and alternate bid items in the best interest of the City, however, unless otherwise specified all work awarded will be awarded to only one Contractor. 19 BID PROTEST 19.1 RIGHT TO PROTEST: Any actual bidder who is aggrieved in connection with the solicitation or award of a contract may seek resolution of his/her complaints initially with the Purchasing Manager, and if not satisfied, with the City Manager, in accordance with protest procedures set forth in this section. 19.2 PROTEST PROCEDURE: A. A protest with respect to the specifications of an invitation for bid or request for proposal shall be submitted in writing a minimum of five (5) work days prior to the opening of the bid or due date of the request for proposals, unless the aggrieved person could not have been reasonably expected to have knowledge of the facts giving rise to such protest prior to the bid opening or the closing date for proposals. Opening dates for bids or due dates for requests for proposal will be printed on the bid /request document itself. B. Protests in respect to award of contract shall be submitted in writing a maximum of five (5) work days after notice of intent to award is posted, or is mailed to each bidder, whichever is earlier. Notice of intent to award will be forwarded to bidders upon telephonic or written request. Protests of recommended award should cite Sectionll.doc Page 7 of 9 4/3/2012 Section II — Instructions to Bidders specific portions of the City of Clearwater Code of Ordinances that have allegedly been violated. C. Exceptions to the five (5) day requirements noted in both A and B above may be granted if the aggrieved person could have not been reasonably expected to have knowledge of the facts giving rise to such protest prior to the bid opening, posting of intent to award, or due date for requests for proposals. Request for exceptions should be made in writing, stating reasons for the exception. D. The Purchasing Manager shall respond to the formal written protest within five (5) work days of receipt. The Purchasing Manager's response will be fully coordinated with the appropriate Department Director and the Assistant City Manager. E. If the protestor is not satisfied with the response from the Purchasing Manager, he /she may then submit in writing within five (5) work days of receipt of that response his/her reason for dissatisfaction, along with copies of his/her original formal protest letter and the response from the Purchasing Manager, to the City Manager. F. The City Manager as Purchasing Agent for the City has the final authority in the matter of protests. The City Manager will respond to the protestor within ten (10) work days of receipt of the appeal. 19.3 PROTEST FEE: When filing a formal protest, the protesting vendor must include a fee in the amount of 5% of the selected vendor's total bid to offset the City's additional expenses related to the protest. This fee shall not exceed $2,500 nor be less than $50. If either the Purchasing Manager or the City Manager upholds the protest, the City will refund 100% of the fee paid. 19.4 STAY OF PROCUREMENT DURING PROTEST: In the event of a timely protest, the Purchasing Manager shall not proceed with the solicitation or award of contract until all administrative remedies have been exhausted or until the City Manager makes written determination that the award of contract without delay is necessary to protect the best interest of the City. Sectionll.doc Page 8 of 9 4/3/2012 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section I1— Instructions to Bidders 20 TRENCH SAFETY ACT 20.1 The Bidder shall comply with the provisions of the City of Clearwater's Ordinance related to trench digging (Ordinance No. 7918 -08) along with the Florida Trench Safety Act (Sections 553.60 - 553.64, Florida Statutes) and the provisions of the Occupational Safety and Health Administration's (OSHA) excavation safety standards, 29 C.F.R.s 1926.650 Subparagraph P, or current revisions of these laws. 21 CONSTRUCTION SITE EROSION AND SEDIMENT CONTROL MANAGEMENT MEASURES 21.1 The Bidder shall comply with the provisions of the Environmental Protection Agency (EPA) National Pollution Discharge Elimination System (NPDES) stormwater permit and implement stormwater pollution prevention plans (SWPPP's) or stormwater management programs (both using best management practices (BMPs) that effectively reduce or prevent the discharge of pollutants into receiving waters. A. The control of construction- related sediment loadings is critical to maintaining water quality. The implementation of proper erosion and sediment control practices during the construction stage can significantly reduce sediment loadings to surface waters. B. Prior to land disturbance, prepare and implement an approved erosion and sediment control plan or similar administrative document that contains erosion and sediment control provisions. NPDES Management Measures available at City of Clearwater Engineering Environmental Division and EPA websites to help address construction - related Best Management Practices. References EPA website SectionIl.doc Page 9 of 9 4/3/2012 SECTION III GENERAL CONDITIONS Table of Contents: 1 DEFINITIONS 1 2 PRELIMINARY MATTERS 5 2.1 DELIVERY OF BONDS AND CERTIFICATES OF INSURANCE 5 2.2 COPIES OF DOCUMENTS 5 2.3 COMMENCEMENT OF CONTRACT TIME/NOTICE TO PROCEED; STARTING THE PROJECT 5 2.4 BEFORE STARTING CONSTRUCTION 5 2.5 PRECONSTRUCTION CONFERENCE 6 2.6 PROGRESS MEETINGS 6 3 CONTRACT DOCUMENTS, INTENT 7 3.1 INTENT 7 3.2 REPORTING AND RESOLVING DISCREPANCIES 7 4 AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POINTS 8 4.1 AVAILABILITY OF LANDS 8 4.2 INVESTIGATIONS AND REPORTS 8 4.3 PHYSICAL CONDITIONS, UNDERGROUND FACILITIES 8 4.4 REFERENCE POINTS 9 5 BONDS AND INSURANCE 9 5.1 PERFORMANCE AND PAYMENT BOND /CONTRACT BOND 9 5.2 INSURANCE 9 5.2.1 WORKER'S COMPENSATION INSURANCE 10 5.2.2 PUBLIC LIABILITY AND PROPERTY DAMAGE COVERAGE 10 5.2.3 COMPREHENSIVE AUTOMOBILE LIABILITY 11 5.3 WAIVER OF RIGHTS 12 6 CONTRACTORS RESPONSIBILITIES 12 6.1 SUPERVISION AND SUPERINTENDENCE 12 6.2 LABOR, MATERIALS AND EQUIPMENT 13 6.3 SUBSTITUTES AND "OR EQUAL" ITEMS 14 6.4 SUBCONTRACTORS, SUPPLIERS AND OTHERS 14 6.5 USE OF PREMISES 15 6.5.1 STAGING AREAS 15 6.5.2 RESTORATION TIME LIMITS 15 6.6 LICENSE AND PATENT FEES, ROYALTIES AND TAXES 16 6.7 LAWS AND REGULATIONS 16 6.8 PERMITS 17 6.9 SAFETY AND PROTECTION 17 6.10 EMERGENCIES 18 6.11 DRAWINGS 18 Sectionlll.doc i 7/31/2012 6.11.1 SHOP DRAWINGS, SAMPLES, RFIs, and SUBMITTAL REVIEW 18 6.11.2 AS-BUILT DRAWINGS 19 6.11.3 CAD STANDARDS 21 6.11.4 DELIVERABLES: 23 6.12 CONT'RACTOR'S GENERAL WARRANTY AND GUARANTEE 23 6.13 CONTINUING THE WORK 23 6.14 INDEMNIFICATION 24 6.15 CHANGES IN COMPANY CONTACT INFORMATION 24 7 OTHER WORK 24 7.1 RELATED WORK AT SITE 24 7.2 COORDINATION 25 8 OWNERS RESPONSIBILITY 25 9 OWNER REPRESENTATIVE'S STATUS DURING CONSTRUCTION 25 9.1 OWNERS REPRESENTATIVE 25 9.2 CLARIFICATIONS AND INTERPRETATIONS 26 9.3 REJECTING OF DEFECTIVE WORK 26 9.4 SHOP DRAWINGS, CHANGE ORDERS, AND PAYMENTS 26 9.5 DECISIONS ON DISPUTES 26 9.6 LIMITATIONS ON OWNER REPRESENTATIVE'S RESPONSIBILITIES 27 10 CHANGES IN THE WORK 28 11 CHANGES IN THE CONTRACT PRICE 28 11.1 CHANGES IN THE CONTRACT PRICE 28 11.2 ALLOWANCES AND FINAL CON'TRACT PRICE ADJUSTMENT 30 11.3 UNIT PRICE WORK 30 12 CHANGES IN THE CONTRACT TIME 31 13 TESTS AND INSPECTIONS, CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 31 13.1 TESTS AND INSPECTION 31 13.2 UNCOVERING THE WORK 32 13.3 OWNER'S REPRESENTATIVE MAY STOP THE WORK 32 13.4 CORRECTION OR REMOVAL OF DEFECTIVE WORK 33 13.5 WARRANTY /CORRECTION PERIOD 33 13.6 ACCEPTANCE OF DEFECTIVE WORK 33 13.7 OWNER MAY CORRECT DEFECTIVE WORK 34 14 PAYMENTS TO CONTRACTOR AND COMPLETION 34 14.1 APPLICATION FOR PROGRESS PAYMENT 34 14.2 CONTRACTOR'S WARRANTY OF TITLE 35 14.3 REVIEW OF APPLICATIONS FOR PROGRESS PAYMENTS 35 14.4 PARTIAL UTILIZATION 36 14.5 FINAL INSPECTION 37 14.6 FINAL APPLICATION FOR PAYMENT 37 14.7 FINAL PAYMENT AND ACCEPTANCE 37 14.8 WAIVER OF CLAIMS 38 Sectionlll.doc ii 7/31/2012 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15 SUSPENSION OF WORK AND TERMINATION 38 15.1 OWNER MAY SUSPEND THE WORK 38 15.2 OWNER MAY TERMINATE 38 15.3 CONTRACTOR MAY STOP WORK OR TERMINATE 40 16 DISPUTE RESOLUTION 40 17 MISCELLANEOUS 40 17.1 SUBMITTAL AND DOCUMENT FORMS 40 17.2 GIVING NOTICE 40 17.3 NOTICE OF CLAIM 41 17.4 PROFESSIONAL FEES AND COURT COSTS INCLUDED 41 17.5 ASSIGNMENT OF CONTRACT 41 17.6 RENEWAL OPTION 41 17.7 ROLL -OFF CONTAINERS AND /OR DUMPSTERS 41 18 ORDER AND LOCATION OF THE WORK 41 19 MATERIAL USED 41 20 CONFLICT BETWEEN PLANS AND SPECIFICATIONS 42 21 OWNER DIRECT PURCHASE (ODP) OPTION 42 22 RESIDENT NOTIFICATION OF START OF CONSTRUCTION 42 22.1 GENERAL 42 22.2 EXAMPLE 42 23 PROJECT INFORMATION SIGNS 43 23.1 SCOPE AND PURPOSE 43 23.2 TYPE OF PROJECT SIGN, FIXED OR PORTABLE 43 23.3 FIXED SIGN 44 23.4 PORTABLE SIGNS 44 23.5 SIGN COLORING 44 23.6 SIGN PLACEMENT 44 23.7 SIGN MAINTENANCE 44 23.8 TYPICAL PROJECT SIGN 45 24 AWARD OF CONTRACT, WORK SCHEDULE AND GUARANTEE 45 25 SCRUTINIZED COMPANIES AND BUSINESS OPERATIONS WITH CUBA AND SYRIA CERTIFICATION FORM 46 Sectionlll.doc iii 7/31/2012 Section III — General Conditions 1 DEFINITIONS Addenda Written or graphic instruments issued prior to the opening of Bids which clarify, correct or change the Bidding Requirements or the contract documents. Agent Architect, engineer or other outside agency, consultant or person acting on behalf of the City. Agreement The written contract between Owner and Contractor covering the Work to be performed; other Contract Documents are attached to the Agreement and made a part thereof as provided therein. Application for Payment The form accepted by Engineer which is to be used by Contractor in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. Approve The word approve is defined to mean satisfactory review of the material, equipment or methods for general compliance with the design concepts and with the information given in the Contract Documents. It does not imply a responsibility on the part of the Engineer to verify in every detail conformance with the Drawings and Specifications. Bid The offer or proposal of the bidder submitted on the prescribed form setting forth the prices for the work to be performed. Bidding Documents The advertisement or invitation to Bid, instructions to bidders, the Bid form, and the proposed Contact Documents (including all Addenda issued prior to receipt of Bids). Bonds Performance and payment bonds and other instruments of security. Change Order A written order to Contractor signed by Owner and Contractor authorizing an addition, deletion or revision in the Work, or an adjustment in the Contract Price or the Contract Time issued on or after the effective date of the Agreement. City The City of Clearwater, Pinellas County, Florida. Construction Inspector A person who is the authorized representative of the Construction Manager and inspects City construction projects in order to insure the Contractor's work complies with the intent of the Contract Documents. Construction Manager The person who is typically in responsible charge of City construction projects. The Construction Manager assumes responsibility for the management of construction contracts at the Preconstruction Conference. The Construction Manager chairs the Preconstruction Conference and is the authority on any disputes or decisions regarding Sectionlll.doc Page 1 of 49 7/31/2012 Section 111 — General Conditions contract administration and performance. The Construction Manager typically acts as the Owner's Representative during construction. Contract Documents The Agreement, Addenda (which pertain to the Contract Documents), Contractor's Bid (including documentation accompanying the bid and any post -Bid documentation submitted prior to the execution of the Agreement) when attached as an exhibit to the Agreement, the Bonds, Instructions to Bidders, these General Conditions, any Supplementary Conditions, the Specifications and the Drawings, any other exhibits identified in the Agreement, together with all Modifications issued after the execution of the Agreement. Contract Price The Contract price constitutes the total compensation (subject to authorized adjustments) payable by Owner to Contractor for performing the Work. Contract Time The number of days or the date stated in the Agreement for the completion of the Work. Contractor The Person with whom the Owner has entered into the Agreement. For the purposes of this contract, the person, firm or corporation with whom this contract or agreement has been made by the City of Clearwater or its duly authorized representative. Critical Path Method Construction Schedule —CPM A graphic format construction schedule that displays construction activities as they relate to one another for the purpose of identifying the most efficient way to perform the work in a timely manner. The critical path identifies which activity is critical to the execution of the schedule. Day A calendar day of twenty -four (24) hours measured from midnight to the next midnight. Defective An adjective which when modifying the word Work refers to Work that is unsatisfactory, faulty or deficient, or does not conform to the Contract Documents or does not meet the requirements of any inspection, reference standard, test or approval referred to in the Contract Documents, or has been damaged prior to Engineers recommendation of final payment. Drawings The drawings, which will be identified in Technical Specifications or the Agreement, which show the character and scope of the Work to be performed and which have been prepared or approved by Engineer and are referred to in the contract documents. Shop drawings are not Drawings as so defined. Engineer The duly appointed representative of the City Manager of the City of Clearwater. For the purposes of this contract, the City Engineer of the City of Clearwater, Pinellas County, Florida, or his authorized representative. For certain projects, the Engineer may serve as the Owner's Representative during construction. Engineer's Consultant A Person having a contract with Engineer to furnish services as Engineer's independent Sectionlll.doc Page 2 of 49 7/31/2012 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section III — General Conditions professional associate or consultant with respect to the Project and who is identified as such in the Supplementary Conditions. F.D.O.T Specifications The Standard Specifications for Road and Bridge Construction as issued by the Florida Department of Transportation (latest English edition). Furnish The words "furnish ", "furnish and install ", "install ", and "provide" or words of similar meaning shall be interpreted, unless otherwise specifically stated, to mean "furnish and install complete in place and ready for service ". Inspection The term "inspection" and the act of inspecting means examination of construction to ensure that it conforms to the design concept expressed in the Drawings and Specifications. These terms shall not be construed to mean supervision, superintending or overseeing. Laws and Regulations Any and all applicable laws, rules, regulations, ordinances, codes and orders of any kind of governmental bodies, agencies, authorities and courts having jurisdiction. Liens Liens, charges, security interests or encumbrances upon real property or personal property. Milestone A principal event specified in the contract Documents relating to an intermediate completion date or time prior to the final completion date. Notice to Proceed (NTP) A written notice given by the Owner to the Contractor fixing the date on which the Contract Time will commence to run and on which Contractor shall start to perform his obligations under the Contract Documents. Owner The City of Clearwater, Florida. For the purposes of this contract, the person who is the City's authorized representative from the City's Department with whom will be responsible for the maintenance and operation of the Work once the Work is completed. For certain projects, a designee of the Owner may serve as the Owner's Representative during construction. Owner's Representative Designee of the Owner with authority to act on behalf of the Owner during construction. Person A natural person, or a corporation, partnership, firm, organization, or other artificial entity. Project The total construction of which the Work to be provided under the Contract Documents may be the whole or a part as indicated elsewhere in the Contract Documents. SectionllI.doc Page 3 of 49 7/31/2012 Section 111— General Conditions Partial Utilization Use by Owner of a substantially completed part of the Work for the purpose for which is intended (or a related purpose) prior to Final Completion of all the Work. Representative of Contractor The Contractor shall assign a responsible person or persons, one of whom shall be at the construction site at all times that work is progressing. The names and positions of these persons shall be submitted to the City Engineer at the time of the pre - construction conference. This person or persons shall not be changed without written approval of City Engineer. Request for Information (RFI) An official written request for clarification of the intent of the contract documents from the Contractor to the Engineer. Shop Drawing All drawings, diagrams, illustrations, schedules and other data which are specifically prepared by or for Contractor to illustrate some portion of the Work and all illustrations, brochures, standard schedules, performance charts, instructions, diagrams and other information prepared by a supplier and submitted by Contractor to illustrate material or equipment for some portion of the Work. Specifications Those portions of the Contract Documents consisting of written technical descriptions of materials, equipment, construction systems, standards and workmanship as applied to the Work and certain administrative details applicable thereto. Subcontractor A person having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the site. Substantial Completion The Work (or a specified part thereof) which has progressed to the point where, in the opinion of Engineer, as evidenced by Engineer's definitive certificate of Substantial Completion, it is sufficiently complete, in accordance with the Contract documents, so that the Work (or specified part) can be utilized for the purposes for which it is intended; or if no such certificate is issued, when the Work is complete and ready for final payment as evidenced by the Engineer's recommendation of final payment. The terms "substantially complete" and "substantially completed" as applied to all or part of the Work refer to Substantial Completion thereof. Supplementary Conditions The part of the Contract which amends or supplements these General Conditions. Supplier A manufacturer, fabricator, supplier, distributor, material man or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by the Contractor. Surety Any person, firm or corporation which is bound with Contractor and which engages to be responsible for Contractor and his acceptable performance of the Work by a Bid, Performance or Payment Bond. SectionllLdoc Page 4 of 49 7/31/2012 Section 111— General Conditions Underground Facilities All pipelines, conduits, ducts, cables, wires manholes, vaults, tanks, tunnels or other such facilities or attachments, and any encasements containing such facilities which have been installed underground to furnish any of the following services or materials: electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, sewage and drainage removal or treatment, traffic or other control systems or water. Unit Price Work Work to be paid for on the basis of unit prices. Work The entire completed construction or the various separately identifiable parts thereof required to be furnished under the Contract Documents. Work includes and is the result of performing or furnishing labor and incorporating materials and equipment into the construction, and performing or furnishing services and furnishing documents, all as required by the Contract Documents. Work Change Directive A written directive to Contractor, issued on or after the Effective Date of the Agreement and signed by the Engineer, ordering an addition, deletion, or revision in the Work, or responding to differing or unforeseen physical conditions under which the Work is to be performed or emergencies. Work Change Directive will not change the Contract Price or Contract Time, but is evidence that the parties expect that the change directed or documented by a Work Change Directive will be incorporated in a subsequently issued Change Order following negotiations by the parties as to its effect, if any, on the Contract Price or Contract Times. 2 PRELIMINARY MATTERS 2.1 DELIVERY OF BONDS AND CERTIFICATES OF INSURANCE When Contractor delivers the executed Agreements to the Owner, Contractor shall also deliver to the Owner such Bonds and Certificates of Insurance as Contractor may be required to furnish by this contract. 2.2 COPIES OF DOCUMENTS Engineer shall furnish to Contractor one (1) copy of Contract Documents for execution. Additional copies will be furnished, upon request, at the cost of reproduction. 2.3 COMMENCEMENT OF CONTRACT TIME /NOTICE TO PROCEED; STARTING THE PROJECT The Contract Time will commence on the day indicated in the Notice to Proceed. Contractor shall start to perform the work on the date the Contract Time commences to run. No work shall be done at the site prior to the date that the Contract Time commences to run. 2.4 BEFORE STARTING CONSTRUCTION Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures shown thereon and all applicable SectionIll.doc Page 5 of 49 7/31/2012 Section 111 — General Conditions field measurements. Contractor shall promptly report in writing to Engineer any conflict, error or discrepancy which Contractor may discover; and shall obtain a written interpretation or clarification from Engineer before proceeding with any work effected thereby; however, Contractor shall not be liable to the Owner for failure to report any conflict, error or discrepancy in the Drawings or Specifications, unless Contractor had actual knowledge thereof or should reasonably have known thereof. No verbal agreement or conversation with any officer, Agent or employee of the Owner or Engineer's Consultant, either before or after the execution of this Contract, shall affect or modify any of the terms or obligations herein contained. Contractor shall not commence any work at any time without approved insurance required by these General Conditions. Failure to obtain this insurance will be the sole responsibility of the Contractor. 2.5 PRECONSTRUCTION CONFERENCE Within twenty (20) days of Award of Contract and before the start of the Work, the Owner's Representative shall schedule a preconstruction conference to be attended by Contractor, Engineer, Owner and others as appropriate to establish a working understanding among the parties as to the Work and to discuss the schedule of the Work and general Contract procedures. Typically, oversight of the project officially passes from the Engineering Department to the Construction Department at the preconstruction conference. In these cases, the preconstruction conference is run by the Construction Department and chaired by the City's Construction Manager. The Contractor shall deliver to the Owner's Representative at the Preconstruction Conference a color Critical Path Method (CPM) Construction Schedule. This is to be a sequence of events including submittal review and procurement. Notice to Proceed is usually established at this conference and such date can be inserted into the schedule at that time. The Contractor shall also bring a Submittal Schedule for review by the Engineer. This is to make sure that the list is complete and this schedule shall be the basis of a Submittal Log. The Contractor shall deliver to the Owner's Representative at the preconstruction conference a completed Emergency Call List and a completed Authorized Signature List. The Owner's Representative shall deliver to the Contractor at the preconstruction conference a project disk that has all of the necessary data and survey control points for the purpose of construction stakeout and as -built survey. The Owner's Representative shall deliver to the Contractor at the preconstruction conference a Contractor evaluation package. This is for the purpose of rating the Contractor's performance for reference when considering future contracts and bid prequalification. 2.6 PROGRESS MEETINGS The Contractor is required to attend Progress Meetings. These meetings will be scheduled on a weekly, bi- weekly, or monthly basis depending on the needs of the project. The Contractor shall bring to each meeting an updated submittal log, an updated request for information (RFI) log, a look -ahead schedule to cover the project activity from the current meeting to the next meeting, and all material test reports generated in the same time period. Sectionlll.doc Page 6 of 49 7/31/2012 Section 111 — General Conditions 3 CONTRACT DOCUMENTS, INTENT 3.1 INTENT The Contract Documents comprise the entire Agreement between Owner and the Contractor concerning the Work. They may be altered only by written agreement. The Contract Documents are complementary; what is called for by one is as binding as if called for by all. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any Work, materials or equipment which may reasonably be inferred from the Contract Documents or from prevailing custom or from trade usage as being required to produce the intended result will be furnished and performed whether or not specifically called for. When words or phrases, which have a well - known technical or construction industry or trade meaning, are used to describe Work, materials or equipment, such words or phrases shall be interpreted in accordance with that meaning. Clarifications and interpretations of the Contract Documents shall be issued by the Owner's Representative. Reference to standards, specifications, manuals or codes of any technical society, organization or association, or to the code, Laws or Regulation of any governmental authority, whether such reference be specific or by implication, shall mean the latest standard specification, manual or code, or Laws or Regulations in effect at the time of opening of Bids except as may be otherwise specifically stated in the Contract Documents. However, no provision of any referenced standard specification, manual or code, whether or not specially incorporated by reference in the responsibilities of Owner or Contractor as set forth in the Contract Documents, shall change the duties and responsibilities of Owner, Contractor, Engineer or Owner's Representative, or any of their Agents or employees from those set forth in the Contract Documents. Clarifications and interpretations of the Contract shall be issued by the Owner's Representative. Each and every provision of law and clause required by law to be inserted in these Contract documents shall be deemed to be inserted herein, and they shall be read and enforced as through it were included herein, and if through mistake or otherwise, any such provision is not inserted, or if not correctly inserted, then upon the application of either party, the Contract Documents shall forthwith be physically amended to make such insertion. 3.2 REPORTING AND RESOLVING DISCREPANCIES If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity or discrepancy within the Contract Documents or between the Contract Documents and any provision of any such Law or Regulation applicable to the performance of the Work or of any such standard, specification, manual or code or of any instruction of any Supplier, Contractor shall report it to the Owner's Representative in writing at once, and Contractor shall not proceed with the Work affected thereby (except in an emergency) until an amendment or supplement to Contract Documents has been issued by one of the methods provided in these General Specifications, provided however, that Contractor shall not be liable to Owner, or Owner's Representative for failure to report any such conflict, error, ambiguity or discrepancy unless Contractor knew or reasonably should have known thereof. SectionllI.doc Page 7 of 49 7/31/2012 Section 111 — General Conditions 4 AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POINTS 4.1 AVAILABILITY OF LANDS The Owner shall furnish, as indicated in the Contract Documents, the lands upon which the Work is to be Performed, rights -of -way, easements for access thereto, and such other lands which are designated for the use of contractor. The Owner shall identify any encumbrances or restrictions not of general application but specifically related to use of lands so furnished with which contractor will have to comply in performing the Work. Easements for permanent structures or permanent changes in existing facilities will be obtained and paid for by the Owner, unless otherwise provided in the Contract Documents. 4.2 INVESTIGATIONS AND REPORTS Reference is made to the Supplementary Conditions and Technical Specifications for identification of those reports of investigations and tests of subsurface and latent physical conditions at the site or otherwise affecting cost, progress or performance of the Work which have been relied upon by Engineer in preparation of the Drawings and Specifications. Such reports are not guaranteed as to accuracy or completeness and are not part of the Contract Documents. Contractor shall promptly notify the Owner's Representative in writing of any subsurface or latent physical conditions at the site, or in an existing structure, differing materially from those indicated or referred to in the Contract Documents. Engineer will promptly review those conditions and advise if further investigation or tests are necessary. Owner or Engineer shall obtain the necessary additional investigations and tests and furnish copies to the Engineer and Contractor. If Engineer finds that the results of such investigations or tests indicate that there are subsurface or latent physical conditions, which differ materially from those, indicated in the contract Documents, and which could not reasonably have been anticipated by Contractor, a work change or Change Order will be issued incorporating the necessary revisions. 4.3 PHYSICAL CONDITIONS, UNDERGROUND FACILITIES The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the site is based on information and data furnished to Owner or Engineer by the owners of such Underground Facilities or by others. Unless otherwise expressly provided in the Contract Documents, Owner and Engineer shall not be responsible for the accuracy or completeness of any such information or data; and the cost of all the following will be included in the Contract Price and contractor shall have full responsibility for: (i) reviewing and checking all such information and data, (ii) locating all Underground Facilities shown or indicated in the Contract Documents, (iii) coordination of the Work with the owners of such Underground Facilities during construction, and (iv) the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. The Contractor is required to call the LOCAL PUBLIC UTILITY NOTIFICATION CENTER prior to any excavation per State regulations and to notify any utility owners who are not a member of the LOCAL PUBLIC UTILITY NOTIFICATION CENTER prior to any excavation. The LOCAL PUBLIC UTILITY NOTIFICATION CENTER is an agency for the protection and location of utilities prior to any excavation and contact number is available in local telephone directory. Sectionlll.doc Page 8 of 49 7/31/2012 Section 111 — General Conditions 4.4 REFERENCE POINTS Engineer shall provide engineering surveys to establish reference points for construction, which in Engineer's judgment are necessary to enable Contractor to proceed with the Work. Contractor shall be responsible for laying out the Work, shall protect and preserve the established reference points and shall make no changes or relocations without the prior written approval of the Owner and Engineer. Contractor shall report to Engineer whenever any reference point is lost or destroyed or requires relocation because of necessary changes in grades or locations, and shall be responsible for the accurate replacement or relocation of such reference points by a surveyor licensed in the State of Florida. The Contractor is referred to the Technical Specifications for more specific information regarding the provision of construction surveys. If a City survey crew is assigned to the project and there is excessive stake replacement caused by negligence of Contractor's forces after initial line and grade have been set, as determined by the Engineer, the Contractor will be charged at the rate of $100.00 per hour. Time shall be computed for actual time on the project. All time shall be computed in one -hour increments with a minimum charge of one hour. 5 BONDS AND INSURANCE 5.1 PERFORMANCE AND PAYMENT BOND /CONTRACT BOND Contractor shall furnish a Performance and Payment Bond in an amount at least equal to the Contract Price as security for the faithful performance and payment of all Contractor's obligations under the Contract Documents. This bond shall remain in effect at least one year after the date when final payment becomes due, unless a longer period of time is prescribed by laws and regulations or by the Contract Documents. Contractor shall also furnish such other Bonds as are required by the Supplementary Conditions. All Bonds shall be in the form prescribed by the Contract Documents and shall be executed by such sureties as are named in the current list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Audit Staff, Bureau of Government Financial Operations, U.S. Treasury Department. All bonds signed by an agent must be accompanied by a certified copy of such agents' authority to act. All bonds shall be deemed to contain all of the Conditions of Section 255.05, Florida Statutes, even if such language is not directly contained within the bond and the Surety shall be licensed and qualified to do business in the State of Florida. Owner reserves the right to reject any surety. If the Surety on any Bond furnished by the Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in any state where any part of the Project is located or it ceases to meet the requirements of these Contract Documents, the Contractor shall within five days after notice thereof substitute another Bond and surety, both of which must be acceptable to Owner. 5.2 INSURANCE Contractor shall purchase and maintain such liability and other insurance as is appropriate for the Work being performed and furnished and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance and furnishing of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed or furnished by Contractor, and Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform or furnish any of the Work, or by anyone for whose acts any of them may be liable for the following: (i) Claims under worker's compensation, disability benefits and other similar employee benefit acts; (ii) Claims for damages because of bodily Sectionlll.doc Page 9 of 49 7/31/2012 Section III — General Conditions injury, occupational sickness or disease, or death of Contractor's employees; (iii) Claims for damages because of bodily injury, sickness or disease, or death of any person other than Contractor's employees; (iv) Claims for damages insured by customary personal injury liability coverage which are sustained by any person as a result of an offense directly or indirectly related to the employment of such person by Contractor, or by any other person for any other reason; (v) Claims for damages, other than to the Work itself, because of injury to or destruction of tangible property wherever located, including loss of use resulting therefrom; and (vi) Claims for damages because of bodily injury or death of any person or property damage arising out of the ownership, maintenance or use of any motor vehicle. The Contractor shall deliver to the Owner, with copies to each additional insured identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by the Owner or any other additional insured) which Contractor is required to purchase and maintain in accordance with this paragraph. The policies of insurance so required by this paragraph to be purchased and maintained shall: (i) include as additional insured (subject to any customary exclusion in respect of professional liability) Owner of Clearwater and any other persons or entities identified in the Supplementary Conditions, all of whom shall be listed as additional insured, and include coverage for the respective officers and employees of all such additional insures; (ii) include completed operations insurance; (iii) include contractual liability insurance covering Contractor's indemnity obligations in Article for Contractor's Responsibilities; (iv) contain a provision or endorsement that the coverage afforded will not be canceled, materially changed or renewal refused until at least thirty days prior written notice has been given to the Owner, and Contractor and to each other additional insured identified in the Supplemental Conditions to whom a certificate of insurance has been issued (and the certificates of insurance furnished by the Contractor as described in this paragraph); (v) remain in effect at least until final payment and at all times thereafter when Contractor may be correcting, removing or replacing defective Work in accordance with Article for Correction of Defective Work; (vi) with respect to completed operations insurance, and any insurance coverage written on a claims -made basis, shall remain in effect for at least two years after final payment. Contractor shall furnish the Owner and each other additional insured identified in the Supplementary Conditions to whom a certificate of insurance has been issued evidence satisfactory to the Owner and any such additional insured, of continuation of such insurance at final payment and one year thereafter and (vii) Name and telephone number of the authorized insurance agent for the Insurer. The limits of liability for the insurance required shall provide coverage for not less than the following amounts or greater where required by laws and regulations: 5.2.1 WORKER'S COMPENSATION INSURANCE 5.2.2 PUBLIC LIABILITY AND PROPERTY DAMAGE COVERAGE Comprehensive General Liability including Premise /Operations; Explosion, Collapse and Underground Property Damage; Products /Completed Operations, Broad Form Contractual, Independent Contractors; Broad Form Property Damage; and Personal Injury liabilities: SectionIII.doc Page 10 of 49 7/31/2012 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Contract Award Amount Under $1,000,000. Contract Award Amount $1,000,000. and Over (1) Workers' Compensation Statutory Statutory (2) Employer's Liability $500,000. $1,000,000. 5.2.2 PUBLIC LIABILITY AND PROPERTY DAMAGE COVERAGE Comprehensive General Liability including Premise /Operations; Explosion, Collapse and Underground Property Damage; Products /Completed Operations, Broad Form Contractual, Independent Contractors; Broad Form Property Damage; and Personal Injury liabilities: SectionIII.doc Page 10 of 49 7/31/2012 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section 111 — General Conditions 5.2.3 COMPREHENSIVE AUTOMOBILE LIABILITY including all owned (private and others), hired and non -owned vehicles: Contract Award Amount Under $1,000,000. Contract Award Amount $1,000,000. and Over (1) Bodily Injury: $500,000. Each Occurrence $1,000,000. Annual Aggregate $1,000,000. Each Occurrence $1,000,000. Annual Aggregate (2) Property Damage: $500,000. Each Occurrence $1,000,000. Annual Aggregate $1,000,000. Each Occurrence $1,000,000. Annual Aggregate (3) Personal Injury, with employment exclusion deleted $1,000,000. Annual Aggregate $1,000,000. Annual Aggregate 5.2.3 COMPREHENSIVE AUTOMOBILE LIABILITY including all owned (private and others), hired and non -owned vehicles: Receipt and acceptance by Owner of the Contractor's Certificate of Insurance, or other similar document does not constitute acceptance or approval of amounts or types of coverages, which may be less than required by these Contract Documents. The Owner shall not be responsible for purchasing and maintaining any property insurance to protect the interests of Contractor, Subcontractors or others in the Work. Owner may at its option require a copy of the Contractor's Insurance Policy(s). All insurance policies required within this Contract Document shall provide full coverage from the first dollar of exposure unless otherwise stipulated. No deductibles will be accepted without prior approval from Owner. Longshore and Harbor Worker's Compensation Act: Section 32 of the Act, 33 U.S.C. 932, requires an employer, with employees in maritime employment, to secure the payment of benefits under the Act either by insuring with an insurance carrier authorized by the U.S. Department of Labor, or to be authorized by the U.S. Department of Labor as a self - insurer. For General Contractors: Section 4(a) of the Act provides that every employer shall be liable for and shall secure the payment to his employees of the compensation payable under Sections 7, 8, and 9 of the Act. In the case of an employer who is a subcontractor, only if such subcontractor fails to secure the payment of compensation shall the contractor be liable for and be required to secure the payment of compensation. Sectionlll.doc Page 11 of 49 7/31/2012 Contract Award Amount Under $1,000,000. Contract Award Amount $1,000,000. and Over (1) Bodily Injury $500,000. Each Person $500,000. Each Accident $1,000,000. Each Person $1,000,000. Each Accident (2) Property Damage $500,000. Each Occurrence $1,000,000. Each Occurrence Receipt and acceptance by Owner of the Contractor's Certificate of Insurance, or other similar document does not constitute acceptance or approval of amounts or types of coverages, which may be less than required by these Contract Documents. The Owner shall not be responsible for purchasing and maintaining any property insurance to protect the interests of Contractor, Subcontractors or others in the Work. Owner may at its option require a copy of the Contractor's Insurance Policy(s). All insurance policies required within this Contract Document shall provide full coverage from the first dollar of exposure unless otherwise stipulated. No deductibles will be accepted without prior approval from Owner. Longshore and Harbor Worker's Compensation Act: Section 32 of the Act, 33 U.S.C. 932, requires an employer, with employees in maritime employment, to secure the payment of benefits under the Act either by insuring with an insurance carrier authorized by the U.S. Department of Labor, or to be authorized by the U.S. Department of Labor as a self - insurer. For General Contractors: Section 4(a) of the Act provides that every employer shall be liable for and shall secure the payment to his employees of the compensation payable under Sections 7, 8, and 9 of the Act. In the case of an employer who is a subcontractor, only if such subcontractor fails to secure the payment of compensation shall the contractor be liable for and be required to secure the payment of compensation. Sectionlll.doc Page 11 of 49 7/31/2012 Section 111 — General Conditions 5.3 WAIVER OF RIGHTS The Owner and Contractor intend that all policies purchased in accordance with Article on Insurance will protect the Owner, Contractor, Subcontractors, Engineer, Engineer's Consultants and all other persons or entities identified in the Supplementary Conditions to be listed as insured or additional insured in such policies and will provide primary coverage for all losses and damages caused by the perils covered thereby. All such policies shall contain provisions to the effect that in the event of payment of any loss or damage the insurers will have no rights of recovery against any of the insured or additional insured thereunder, the Owner and Contractor waive all rights against each other and their respective officers, directors, employees and agents for all losses and damages caused by, arising out of or resulting from any of the perils covered by such policies and any other property insurance applicable to the work; and, in addition, waive all such rights against Sub - contractors, Engineer, Engineer's Consultants and all other persons or entities identified in the Supplementary Conditions to be listed as insured or additional insured under such policies for losses and damages so caused. None of the above waivers shall extend to the rights that any party making such waiver may have to the proceeds of insurance otherwise payable under any policy so issued. In addition, the Owner waives all rights against Contractor, Subcontractors, Engineer, Engineer's Consultant and the officers, directors, employees and agents of any of them for: (i) loss due to business interruption, loss of use or other consequential loss extending beyond direct physical loss or damage to the Owner property or the Work caused by, arising out of or resulting from fire or other peril, whether or not insured by the Owner and; (ii) loss or damage to the completed Project or part thereof caused by, arising out of or resulting from fire or other insured peril covered by any property insurance maintained on the completed Project or part thereof by the Owner during partial utilization, after substantial completion or after final payment. 6 CONTRACTORS RESPONSIBILITIES 6.1 SUPERVISION AND SUPERINTENDENCE Contractor shall supervise, inspect and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences and procedures of construction. Contractor shall not be responsible for the negligence of others in the design or specification of a specific means, method, technique, sequence or procedure of construction which is shown or indicated in and expressly required by the Contract Documents. Contractor shall be responsible to see that the completed work complies accurately with the Contract Documents. Contractor shall keep on the work at all times during its progress a competent resident superintendent, who shall not be replaced without notice to the Owner's Representative except under extraordinary circumstances. The superintendent will be Contractor's representative at the site and shall have authority to act on behalf of Contractor. All communications to the superintendent shall be as binding as if given to Contractor. The Contractor's superintendent shall keep a mobile cell phone on his person so he can be contacted whenever necessary. Contractor shall employ only competent persons to do the work and whenever the Owner's Representative shall notify Contractor, in writing, that any person on the work appears to be incompetent, unfaithful, disorderly, or otherwise unsatisfactory, such person shall be removed Sectionlll.doc Page 12 of49 7/31/2012 Section III — General Conditions from the project and shall not again be employed on it except with the written consent of the Owner's Representative. Contractor shall reimburse Owner for additional engineering and inspection costs incurred as a result of overtime work in excess of the regular working hours or on the Owner normally approved holidays. At such times when Inspector overtime is required, the Contractor shall sign an overtime slip documenting such hours and the Contractor shall be provided a copy for his records. At the end of the project and prior to payment of withheld retainage funds, the Contractor shall deliver to the Owner a check made out to the Owner of Clearwater for full reimbursement of all Inspector overtime hours. Withheld retainage shall not be released until the Owner has received this check. Minimum number of chargeable hours for inspection costs on weekends or holidays shall be four hours. The cost of overtime inspection per hour shall be $60.00 per hour. Contractor shall provide and maintain in a neat and sanitary condition, such sanitary accommodations for the use of Contractor's employees as may be necessary to comply with the requirements of Laws and Regulations and the Engineer. 6.2 LABOR, MATERIALS AND EQUIPMENT Contractor shall provide competent, suitably qualified personnel to survey, lay out and construct the work as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the site. Except as otherwise required for the safety or protection of persons or the work or property at the site or adjacent thereto, and except as otherwise indicated in the Contract Documents, all work at the site shall be performed during regular working hours and Contractor will not permit overtime work or the performance of work on Saturday, Sunday, or any legal holiday without the Owner consent given after prior notice to Engineer. Unless otherwise specified in the General Requirements, Contractor shall furnish and assume full responsibility for all materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the furnishing, performance, testing, start-up and completion of the Work. All materials and equipment installed in the Work shall be of good quality and new, except as otherwise provided in the Contract Documents. If required by Engineer, Contractors shall furnish satisfactory evidence (including reports of required tests) as to the quality of materials and equipment. The Contractor shall provide suitable and secure storage for all materials to be used in the Work so that their quality shall not be impaired or injured. Materials that are improperly stored, may be rejected by the Engineer without testing. All materials and equipment shall be applied, installed, connected, erected, used, cleaned and conditioned in accordance with the instructions of the applicable manufacturer, fabricator, supplier, or distributor, except as otherwise provided in the Contract Documents. The City of Clearwater, at its sole discretion, reserves the right to purchase major equipment to be incorporated into the WORK under the Owner Direct Purchase (ODP) Option, if indicated in the Contract Documents. In such event, the Contractor shall cooperate and assist the Owner of Clearwater, at no additional cost, to implement the ODP documents and procedures. Sectionlll.doc Page 13 of 49 7/31/2012 Section III — General Conditions 6.3 SUBSTITUTES AND "OR EQUAL" ITEMS Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent or "or equal" item or no substitution is permitted, other items of material or equipment or material or equipment of other Suppliers may be accepted by Engineer. If in Engineer's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by Engineer for approval. If in the Engineer's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or equal" item, it may be considered as a proposed substitute item. Contractor shall submit sufficient information as required by the Engineer to allow the Engineer to determine that the item of material or equipment proposed is essentially equivalent to that named and is an acceptable substitute therefore. Request for review of proposed substitute and "or equal" will be not be accepted by Engineer from anyone other than Contractor. Request for substitute and "or equal" items by Contractor must be submitted in writing to Owner's Representative and will contain all information as Engineer deems necessary to make a determination. All data provided by Contractor in support of any proposed substitute or "or equal" item will be at Contractor's expense. Engineer will be allowed a reasonable time to evaluate each proposal or submittal made per this paragraph. Engineer will be sole judge of acceptability. 6.4 SUBCONTRACTORS, SUPPLIERS AND OTHERS The Contractor shall deliver to the Owner's Representative before or at the preconstruction conference a list of all Subcontractors, suppliers and other persons and organizations proposed by the Contractor for Work to be performed on the Project. The Contractor shall include with this list the qualifications and references for each Subcontractor, supplier or other person and organization for review and approval. Any changes to this list must be submitted to the Owner's Representative for approval prior to the substitution of any Subcontractors, suppliers or other persons and organizations before performing any Work on the Project for the Contractor. Contractor shall be fully responsible to Owner and Engineer for all acts and omissions of the Subcontractors, Suppliers and other persons performing or furnishing any of the work under a direct or indirect contract with Contractor just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents shall create for the benefit of any such Subcontractor, Supplier or other person any contractual relationship between Owner or Engineer and any Subcontractor, Supplier or other person, nor shall it create any obligation on the part of Owner or Engineer to pay or to see to the payment of any moneys due any such Subcontractor, Supplier or other person. Contractor shall be solely responsible for scheduling and coordinating the work of Subcontractors, Suppliers and other persons performing or furnishing any of the work under a direct or indirect contract with Contractor. Contractor shall require all Subcontractors, Suppliers and such other persons performing or furnishing any of the work to communicate with the Engineer through Contractor. The divisions and sections of the Specifications and the identifications of any Drawings shall not control Contractor in dividing the work among Subcontractors or Suppliers or delineating the work to be performed by any specific trade. SectionIIl.doc Page 14 of 49 7/31/2012 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section 111— General Conditions All work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of Owner and Engineer. Contractor shall not pay or employ any Subcontractor, Supplier or other person or organization whether initially or as a substitute, against whom Owner or Engineer may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier or other person or organization to furnish or perform any of the work against whom Contractor has reasonable objection. Owner or Engineer will not undertake to settle any differences between Contractor and his Subcontractors or between Subcontractors. 6.5 USE OF PREMISES Contractor shall confine construction equipment, the storage of materials and equipment and the operations of works to the site and land areas identified in and permitted by the Contract Documents on other land areas permitted by Laws and Regulations, right -of -way, permits and easements, and shall not unreasonably encumber the premises with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof or of any adjacent land or areas, resulting from the performance of the Work. Should any claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly settle with such other party by negotiation or otherwise resolve the claim by arbitration or other dispute resolution proceed in or at law. Contractor shall, to the fullest extent permitted by Laws and Regulations, indemnify and hold harmless Owner, Engineer, Engineer's Consultant and their officials, directors, employees and agents from and against all claims, costs, losses and damages arising out of or resulting from any claim or action, legal or equitable, brought by any such owner or occupant against Owner, Engineer or any other party indemnified hereunder to the extent caused by or based upon Contractor's performance of the Work. During the progress of the Work, Contractor shall keep the premises free from accumulations of waste materials, rubbish and other debris resulting from the Work. At the completion of the Work or at intervals established by the Engineer, Contractor shall remove all waste materials, rubbish and debris from and about the premises as well as all tools, appliances, construction equipment and machinery and surplus materials. Contractor shall restore to original condition all property not designated for alteration by the Contract Documents. 6.5.1 STAGING AREAS The Contactor shall obtain and deliver to the City written permission for the use of all staging and storage areas outside of the Limits of Construction. 6.5.2 RESTORATION TIME LIMITS The timely restoration of all impacted areas, especially right -of -ways, is very important to the Citizens of Clearwater; therefore these time limits are imposed: • Debris piles shall be removed within five (5) consecutive calendar days. • Concrete driveways and sidewalks shall be replaced within ten (10) consecutive calendar days of removal. Resident access shall be maintained at all times. Section111.doc Page 15 of 49 7/31/2012 Section III — General Conditions • All arterial and collector roadways shall be restored ASAP. • Local streets and asphalt driveways shall be restored as soon as a sufficient quantity is generated, however, this is never to exceed fifteen (15) consecutive calendar days. Local and resident access shall be maintained at all times. • Sod must be restored within fourteen (14) consecutive calendar days of a successful pipe pressure test, removal of concrete forms, backfill of excavations, replacement of driveways or sidewalks or other project specific milestone. It must be watered for a period of thirty (30) days after it is placed. Erosion control and dust control of denuded areas must be maintained at all times. If the project or a portion of it does not involve right -of ways, then a different schedule of sod restoration may be considered. 6.6 LICENSE AND PATENT FEES, ROYALTIES AND TAXES Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the work or the incorporation in the Work of any invention, design, process, product or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product or device is specified in the Contract Documents for use in the performance of the work and if to the actual knowledge of Owner or Engineer its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by Owner or Engineer in the Contract Documents. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless Owner, Engineer, Engineer's Consultants and the officers, directors, employees, agents and other consultants of each and any of them from and against all claims, costs, losses and damages arising out of or resulting from any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product or device not specified in the Contract Documents, and shall defend all such claims in connection with any alleged infringement of such rights. Contractor shall pay all sales, consumer, use and other taxes required to be paid by Contractor in accordance with the Laws and Regulations of the State of Florida and other governmental agencies, which are applicable during the performance of the work. 6.7 LAWS AND REGULATIONS Contractor shall give all notices and comply with all Laws and Regulations applicable to furnishing and performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, neither Owner nor Owner's Representative shall be responsible for monitoring Contractor's compliance with any Laws or Regulations. If Contractor performs any work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses and damages caused by or arising out of such work: however, it shall not be Contractor's primary responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations to the Owner to report and resolve discrepancies as described above. When City projects include Federal or State funding, the requirements of Executive Order 11 -02 shall be adhered to utilizing the Homeland Security E- Verify System to verify employment eligibility. Sectionlll.doc Page 16 of 49 7/31/2012 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section 111— General Conditions 6.8 PERMITS Unless otherwise provided in the Supplementary Conditions, Contractor shall obtain and pay for all construction permits and licenses. The Owner shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work, which are applicable at the time of opening of Bids. Contractor shall pay all charges of utility owners for connections to the work, and the Owner shall pay all charges of such utility owners for capital costs related thereto such as plant investment fees. Unless otherwise stated in the Contract Documents, Owner of Clearwater Building Permit Fees will be waived. 6.9 SAFETY AND PROTECTION Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: (i) all persons on the work site or who may be affected by the work, (ii) all the Work and materials and equipment to be incorporated therein, whether in storage on or off the site; and (iii) other property at the site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities and Underground Facilities not designated for removal, relocation or replacement in the course of construction. In the event of temporary suspension of the work, or during inclement weather, or whenever Owner's Representative may direct; Contractor shall, and shall cause Subcontractors, to protect carefully the Work and materials against damage or injury from the weather. If, in the opinion of the Owner's Representative, any portion of Work or materials shall have been damaged or injured by reason of failure on the part of the Contractor or any Subcontractors to so protect the Work, such Work and materials shall be removed and replaced at the expense of Contractor. The Contractor shall initiate and maintain an accident prevention program which shall include, but shall not be limited to the establishment and supervision of programs for the education and training of employees in the recognition, avoidance and prevention of unsafe conditions and acts. Contractor shall provide first aid services and medical care to his employees. The Contractor shall develop and maintain an effective fire protection and prevention program and good housekeeping practices at the site of contract performance throughout all phases of construction, repair, alteration or demolition. Contractor shall require appropriate personal protective equipment in all operations where there is exposure to hazardous conditions. The Engineer may order that the work stop if a condition of immediate danger to the Owner's employees, equipment or if property damage exists. This provision shall not shift responsibility or risk of loss for injuries of damage sustained from the Contractor to Owner, and the Contractor shall remain solely responsible for compliance with all safety requirements and for the safety of all persons and property at the site of Contract performance. The Contractor shall instruct his employees required to handle or use toxic materials or other harmful substances regarding their safe handling and use. The Contractor shall take the necessary precautions to protect pedestrians and motorists from harm, and to prevent disruptions of such traffic due to construction activity. Contractor shall comply with all applicable Laws and Regulations of any public body having jurisdiction for safety of persons or property and to protect them from damage, injury or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and utility owners when Section111.doc Page 17 of 49 7/31/2012 Section 111 — General Conditions prosecution of the work may affect them, and shall cooperate with them in the protection, removal, relocation and replacement of their property. All damage, injury or loss to any property caused, directly or indirectly, in whole or part, by Contractor, any Subcontractor, Supplier or any other person or organization directly or indirectly employed by any of them to perform or furnish any of the work or anyone for whose acts any of them may be liable, shall be remedied by Contractor. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and Engineer has issued a notice to Owner and Contractor that the Work is acceptable. 6.10 EMERGENCIES In emergencies affecting the safety or protection of persons or the Work or property at the site or adjacent thereto, Contractor, with or without special instruction or authorization from Owner or the Owner's Representative, is obligated to act to prevent damage, injury or loss. Contractor shall give Engineer prompt written notice if Contractor believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby. If the Owner's Representative determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Work Change Directive or Change Order will be issued to document the consequences of such action. 6.11 DRAWINGS 6.11.1 SHOP DRAWINGS, SAMPLES, RFIs, and SUBMITTAL REVIEW Contractor shall submit Shop Drawings to Engineer for review and approval as called for in the Technical Specifications or required by the Engineer. The data shown on the Shop Drawings will be complete with respect to quantities, dimensions, specified performance and design criteria, materials and similar data to show Engineer the materials and equipment Contractor proposes to provide and to enable Engineer to review the information. Contractor shall also submit Samples to Engineer for review and approval. Before submitting each Shop Drawing or Sample, Contractor shall have determined and verified: (i) all field measurements, quantities, dimensions, specified performance criteria, installation requirements, materials, catalog numbers and similar information with respect thereto, (ii) all materials with respect to intended use, fabrication, shipping, handling, storage, assembly and installation pertaining to the performance of the Work, and (iii) all information relative to Contractor's sole responsibilities in respect to means, methods, techniques, sequences and procedures of construction and safety precautions and programs incident thereto. Contractor shall also have reviewed and coordinated each Shop Drawing or Sample with other Shop Drawings and Samples with the requirements of the Work and the Contract Documents. Each submittal will bear a stamp or specific written indication that Contractor has satisfied Contractor's obligations under the Contract Documents with respect to Contractor's review and approval of that submittal. At the time of submission, Contractor shall give Engineer specific written notice of such variations, if any, that the Shop Drawing or Sample submitted may have from the requirements of the Contract Documents, such notice to be in a written communication separate from the submittal; and, in addition, shall cause a specific notation to be made on each Shop Drawing and Sample submitted to Engineer for review and approval of each such variation. The Contractor shall maintain a submittal log as mentioned in Article 2.5. The Engineer and Construction Services Department shall receive updated copies at each progress meeting, and the Engineer shall respond to each submittal within twenty -one (21) consecutive calendar days. The Sectionlll.doc Page 18 of 49 7/31/2012 Section III — General Conditions Contractor shall maintain a request for information (RFI) log as mentioned in Article 2.5. The Engineer and Construction Services Department shall receive updated copies at each progress meeting, and the Engineer shall respond to each RFI within twenty -one (21) consecutive calendar days. The untimely submission of Submittal or RFIs shall not be grounds for a delay claim from the Contractor. Engineer's review and approval of Shop Drawings and Samples will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated the Contract Documents. Engineer's review and approval will not extend to means, methods, techniques, sequences or procedures of construction (except where a particular means method, technique, sequence or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and approval of a separate item as such will not indicate approval of the assembly in which the item functions. Contractor shall make corrections required by Engineer, and shall return the required number of corrected copies of Shop Drawings and submit as required new Samples for review and approval. Contractor shall direct specific attention in writing to revisions other than the corrections called for by Engineer on previous submittals. Engineer's review and approval of Shop Drawings or Samples shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has in writing called Engineer's attention to each such variation at the time of submission and Engineer has given written approval of each such variation by specific written notation thereof incorporated in or accompanying the Shop Drawing or Sample approval; nor will any approval by the Engineer relieve the Contractor from responsibility for complying with the requirements of paragraph above discussing field measurements by the Contractor. Contractor shall furnish required submittals with complete information and accuracy in order to achieve required approval of an item within two (2) submittals. Owner's Representative reserves the right to backcharge Contractor, for Engineer's costs for resubmittals that account for a number greater than twenty percent (20 %) of the total number of first time submittals. Owner's Representative reserves the right to backcharge Contractor for all third submittals. The number of first time submittals shall be equal to the number of submittals agreed to by Engineer and Contractor. All costs to Engineer involved with subsequent submittal of Shop Drawings, Samples or other items requiring approval will be backcharged to Contractor at the rate of 3.0 times direct technical labor cost by deducting such costs from payments due Contractor for Work completed. In the event that Contractor requests a substitution for a previously approved item, all of Engineer's costs in the reviewing and approval of the substitution will be backcharged to Contractor, unless the need for such substitution is beyond the control of Contractor. 6.11.2 AS -BUILT DRAWINGS The Contractor shall keep and maintain one set of blueprints, As -Built Drawings, in good order and legible condition to be continuously marked -up at the job site. The Contractor shall mark and annotate neatly and clearly all project conditions, locations, configurations and any other changes or deviations which may vary from the details represented on the original Contract Plans, including revisions made necessary by Addenda, Shop Drawings, and Change Orders during the construction process. The Contractor shall record the horizontal and vertical locations, in the plan and profile, of all buried utilities that differ from the locations indicated or which were not SectionIll.doc Page 19 of 49 7/31/2012 Section I11— General Conditions indicated on the Contract Plans and buried (or concealed), construction and utility features which are revealed during the construction period. The As -Built Drawings shall be available for inspection by the Engineer, Engineer's Consultant, and the Owner's Representative at all times during the progress of the Project. The As -Built Drawings shall be reviewed by the Owner's Representative, or his designee, for accuracy and compliance with the requirements of "As -Built Drawings" prior to submittal of the monthly pay requests. The pay requests shall be rejected if the marked -up blueline prints do not conform to the "As -Built Drawings" requirements. As -Built Drawings shall be submitted to the Owner Inspector for approval upon completion of the project and prior to acceptance of final pay request. Final pay request shall not be processed until As -Built Drawings have been reviewed by the Engineer or the Engineer's Consultant for accuracy and completeness. Prior to placing new potable water mains in service, the Contractor shall provide the Engineer intersection drawings, as specified for the water mains. The Owner's acceptance of the "As -Built Drawings" does not relieve the Contractor of the sole responsibility for the accuracy and completeness of the As -Built Drawings. 6.11.2.1 General The Contractor shall prepare an "AS -BUILT SURVEY" per chapter 5J- 17.052, Florida Administrative Code (see definition below), signed and sealed by a Florida registered land surveyor. The contractor will deliver to the Owner two hard copies of signed and sealed As -Built Drawings and an AutoCAD file. 5J- 17.050 Definition: (10)(a) As -Built Survey: a survey performed to obtain horizontal and /or vertical dimensional data so that constructed improvements may be located and delineated: also knonw as Record Survey. This survey shall be clearly titled "As -Built Survey" and shall be signed and sealed by a Florida registered land surveyor. The survey must be delivered to the Owner of Clearwater Construction Division upon substantial completion of the project. If this condition is not met, the Owner will procure the services of a Professional Surveyor and Mapper registered in the State of Florida and will back charge the contractor a fee of $1,800 per day or any portion thereof to provide the Owner with the required As -Built Survey. 6.11.2.2 Sanitary and Storm Sewer Piping Systems 1 Manholes and inlets shall be located by survey coordinates (northing, easting and elevation) based on the approved horizontal and vertical datum or utilize the stationing supplied on the construction plans. New sanitary service connections and replaced sanitary service connections shall be dimensioned to the nearest downstream manhole. All manholes, cleanouts and catch basin invert and rim elevations, manhole and catch basin dimensions, pipe sizes, and pipe material shall also be noted on the plan view and also on the profile if one exists. 2. Pipe materials and areas of special construction shall be noted. 6.11.2.3 Pressure Pipe construction (Water, Reclaimed Water, Forcemain) All pipes shall be located by survey coordinates (northing, easting and elevation) based on the approved horizontal and vertical datum or utilize the stationing supplied on the construction Sectionlll.doc Page 20 of 49 7/31/2012 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section 111 — General Conditions plans. Coordinates shall be at all pipe bends, tees, valves, reducers, and deflections. Also all new and replaced service connections for potable and reclaimed water will be located as described above. Additionally there must be survey coordinates no further than 100 feet apart on linear type construction and shall denote top of pipe elevation at those points. 6.11.2.4 Electrical and Control Wiring The as -built drawings shall include all changes to the original Contract Plans. The as -built drawings shall also include the size, color, and number of wires and conduit. For projects where this information is too voluminous to be contained on the blueline prints, the Contractor shall prepare supplemental drawings, on same size sheets as the blueline prints, showing the additional conduit runs, 1 -line diagrams, ladder diagrams, and other information. The wiring schematic diagrams shall show termination location and wiring identification at each point on the ladder diagram. 6.11.2.5 Horizontal and Vertical Control The As -Built survey shall be based on the original datum used for the construction design plans or if required by the Owner the datum shall be referenced to the North American Datum of 1983/90 (horizontal) and the North American Vertical Datum of 1988. The unit of measurement shall be the United States Foot. Any deviation or use of any other datum, (horizontal and or vertical), must be approved by the Owner of Clearwater Engineering Department. 6.11.2.6 Standards The As -Built survey shall meet the Minimum Technical Standards per Chapter 5J -17 and the Clearwater CAD STANDARDS set forth below. In addition to locating all improvements that pertain to the as -built survey it is the requirement of the Owner to have minimum location points at every change in direction and no more than 100 feet apart on all pressure pipes. 6.11.2.7 Other The As -Built drawings shall reflect any differences from the original Contract Plans, in the same level of detail and units of dimensions as the Plans. 6.11.3 CAD STANDARDS 6.11.3.1 Layer Naming 6.11.3.1.1 Prefixes and Suffixes DI prefix denotes digitized or scanned entities EP prefix denotes existing points - field collected EX prefix denotes existing entities - line work and symbols PR prefix denotes proposed entities - line work and symbols FU prefix denotes future entities (proposed but not part of this contract) - line work and symbols TX suffix denotes text — use for all text, no matter the prefix Sectionlll.doc Page 21 of 49 7/31/2012 Section 111 — General Conditions 6.11.3.1.2 Laver Naming Definitions: GAS gas lines and appurtenances ELEC power lines and appurtenances PHONE telephone lines and appurtenances CABLE cable TV lines and appurtenances BOC curbs WALK sidewalk WATER water lines and appurtenances, sprinklers STORM storm lines and appurtenances TREES trees, bushes, planters SANITARY sanitary lines and appurtenances FENCE all fences BLDG buildings, sheds, finished floor elevation DRIVE driveways EOP edge of pavement without curbs TRAFFIC signal poles, control boxes TOPBANK top of bank TOESLOPE toe of slope TOPBERM top of berm TOEBERM toe of berm SEAWALL seawall CONCSLAB concrete slabs WALL walls, except seawall SHORE shoreline, water elevation CL centerline of road CLD centerline of ditch CLS centerline of Swale CORNER property corners, monumentation BENCH benchmark, temporary benchmarks Other layers may be created as required, using above format. 6.11.3.2 Layer Properties All layers will use standard AutoCAD linetypes, bylayer. All layers will use standard AutoCAD colors, bylayer. Sectionlll.doc Page 22 of 49 7/31/2012 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section 111— General Conditions All text will use standard AutoCAD fonts. 6.11.3.3 Text Styles Text style for EX layers will use the simplex font, oblique angle of 0 °, and a text height of .008 times the plot scale. Text style for PR and FU layers will use the simplex font, oblique angle of 22.5 °, and a text height of .010 times the plot scale. 6.11.4 DELIVERABLES: The as -built survey shall be produced on bond material, 24" x 36" at a scale of 1 " =20' unless approved otherwise. The consultant shall deliver all drawing files in digital format. Acceptable file formats include: DWG, of a shape file. Please address any questions regarding format to Mr. Tom Mahony, at (727) 562 -4762 or e -mail address Thomas.Mahony @myClearwater.com. 6.12 CONTRACTOR'S GENERAL WARRANTY AND GUARANTEE Contractor warrants and guarantees to Owner, Engineer and Engineer's Consultants that all Work will be in accordance with the Contract Documents and will not be defective. Contractor's warranty and guarantee hereunder includes defects or damage caused by abuse, vandalism, modification or operation by persons other than Contractor, Subcontractors or Suppliers. Until the acceptance of the Work by the Owner, the Work shall be under the charge and care of the Contractor, and he shall take every necessary precaution against injury or damage to any part thereof by action of the elements, or from any other cause whatsoever, arising from the execution or non - execution of the Work. The Contractor shall rebuild, repair and make good, at his own expense, all injuries or damages to any portion of the Work occasioned by any cause before its completion and final acceptance by the Owner. In addition, "the Contractor shall remedy any defects in the work at his own expense and pay for any damage to other work resulting therefrom which appear within a period of one year from the date of final acceptance ". Contractor's warranty and guarantee hereunder excludes improper maintenance and operation by Owner's employees and normal wear and tear under normal usage for any portion of the Work, which has been partially accepted by the Owner for operation prior to final acceptance by the Owner. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: (i) observations by Owner's Representative, (ii) recommendation of any progress or final payment by Owner's Representative, (iii) the issuance of a certificate of Substantial Completion or any payment by the Owner to contractor under the Contract Documents, (iv) use or occupancy of the Work or any part thereof by Owner, (v) any acceptance by Owner or any failure to do so, (vi) any review and approval of a Shop Drawing or Sample submittal or the issuance of a notice of Acceptance by the Engineer. 6.13 CONTINUING THE WORK Contractor shall carry on the work and adhere to the progress schedule during all disputes or disagreements with the Owner. No work shall be delayed or postponed pending resolution of any disputes or disagreements, except as the Owner or Contractor may otherwise agree in writing. Sectionlll.doe Page 23 of 49 7/31/2012 Section 111 — General Conditions 6.14 INDEMNIFICATION Contractor shall indemnify and hold harmless Owner, Engineer, Engineer's Consultants and the officers, directors, employees, agents and other consultants of each and any of them from and against all claims, costs, losses and damages (including but not limited to all fees and charges of engineers, architects, attorneys and other professionals and all court or arbitration or other dispute resolution costs) caused by, arising out of or resulting from the performance of the Work, provided that any such claim, cost, loss or damage: (i) is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property (other than the work itself), including the loss of use resulting therefrom, and (ii) is caused in whole or in part by any negligent act or omission of Contractor, any Subcontractor, any Supplier, any person directly or indirectly employed by any of them to perform or furnish any of the Work, or anyone for whose acts any of them may be liable, regardless of whether or not caused in part by any negligence or omission of a person or entity indemnified hereunder or whether liability is imposed upon such indemnified party by Laws and Regulations regardless of the negligence of any such person. If, through acts of neglect on the part of Contractor, any other Contractor or any Subcontractor shall suffer loss or damage on the work, Contractor shall settle with such other Contractor or Subcontractor by agreement or arbitration if such other Contractor or Subcontractor will so settle. If such other Contractor or Subcontractor shall assert any claim against the Owner on such account of any damage alleged to have been sustained, the Owner shall notify Contractor, who shall indemnify and save harmless the Owner against any such claim. In any and all claims against Owner or Engineer or any of their respective consultants, agents, officers, directors, or employees by any employee (or the survivor or personal representative of such employee) of Contractor, any Subcontractor, any Supplier, any person directly or indirectly employed by any of them to perform or furnish any of the work, or anyone for whose acts any of them may be liable, the indemnification obligation under this paragraph shall not be limited in any way by any limitation on the amount or type of damages, compensation or benefits payable by or for Contractor or any such Sub - contractor, Supplier or other person or organization under workers' compensation acts, disability benefit acts or other employee benefit acts. The indemnification obligations of Contractor under this paragraph shall not extend to the liability of Engineer and Engineer's Consultants, officers, directors, employees, or agents caused by the professional negligence, errors or omissions of any of them. 6.15 CHANGES IN COMPANY CONTACT INFORMATION Contractor shall notify Owner by US mail addressed to the City Engineer of any changes in company contact information. This includes: contact phone, address, project manager, email addresses, etc. 7 OTHER WORK 7.1 RELATED WORK AT SITE The City reserves the right to have its own forces enter the construction site at any time and perform work as necessary in order to perform infrastructure repair or maintenance, whether related to the project or not. The Contractor will allow complete access to all utility owners for these purposes. SectionIlI.doc Page 24 of 49 7/31/2012 Section III — General Conditions The City may have its own forces perform new work related to the project, however, this work will be identified in the Contract Scope of Work and coordination will be such that this activity is denoted in the Contractor's CPM Schedule so as not to cause any delays or interference with the Contractor's work or schedule. 7.2 COORDINATION If the Owner contracts with others for the performance of other work on the Project at the site, the following will be set forth in the Scope of Work: (i) the person who will have authority and responsibility for coordination of the activities among the various prime contractors will be identified; (ii) the specific matters to be covered by such authority and responsibility will be itemized; and (iii) the extent of such authority and responsibilities will be provided. Unless otherwise provided in the Supplementary Conditions, the Owner shall have sole authority and responsibility in respect of such coordination. 8 OWNERS RESPONSIBILITY Except as otherwise provided in these General Conditions, the Owner shall issue all communications from the Owner to the Contractor through Owner's Representative. The Owner shall furnish the data required of the Owner under the Contract Documents promptly and shall make payments to Contractor promptly when they are due as provided in these General Conditions. The Owner is obligated to execute Change Orders as indicated in the Article on Changes In The Work. The Owner's responsibility in respect of certain inspections, tests, and approvals is set forth in the Article on Tests and Inspections. In connection with the Owner's right to stop work or suspend work, see the Article on Engineer may Stop the Work. The Article on Suspension of Work and Termination deals with the Owner's right to terminate services of Contractor under certain circumstances. Owner shall not supervise, direct or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences or procedures of construction or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the furnishing or performance of the Work. The Owner will not be responsible for Contractor's failure to perform or furnish the Work in accordance with the Contract Documents. 9 OWNER REPRESENTATIVE'S STATUS DURING CONSTRUCTION 9.1 OWNERS REPRESENTATIVE Dependent of the project type, the Owner's Representative during the construction period will either be the Construction Manager, the Engineer, or a designee of the Project's Owner. The duties, responsibilities and the limitations of authority of Owner's Representative during construction are set forth in the Contract Documents and shall not be extended without written consent of Owner and Engineer. Sectionlll.doc Page 25 of 49 7/31/2012 Section I11 — General Conditions 9.2 CLARIFICATIONS AND INTERPRETATIONS Engineer will issue with reasonable promptness such written clarifications or interpretations of the requirements of the Contract Documents regarding design issues only, in the form of Submittal responses, RFI responses, Drawings or otherwise, as Engineer may determine necessary, which shall be consistent with the intent of and reasonably inferable from Contract Documents. All other clarifications and interpretations of the Contract Documents shall be issued form the Owner's Representative. Such written clarifications and interpretations will be binding on the Owner and Contractor. If Contractor believes that a written clarification or interpretation justifies an adjustment in the Contract Price or the Contract Time and the parties are unable to agree to the amount or extent thereof, if any, Contractor may make a written claim therefore as provided in the Articles for Change of Work and Change of Contract Time. 9.3 REJECTING OF DEFECTIVE WORK The Owner's Representative or the Engineer will have authority to disapprove or reject Work which Owner's Representative or the Engineer believes to be defective, or that Owner's Representative or the Engineer believes will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. The Owner's Representative or the Engineer will also have authority to require special inspection or testing of the Work whether or not the Work is fabricated, installed or completed. 9.4 SHOP DRAWINGS, CHANGE ORDERS, AND PAYMENTS In connection with Engineer's authority as to Shop Drawings and Samples, see articles on Shop Drawings and Samples. In connection with Owner's Representative authority as to Change Orders, see the articles on Changes of Work, Contract Price and Contract Time. In connection with Owner's Representative authority as to Applications for Payment, see the articles on Payments to Contractor and Completion. 9.5 DECISIONS ON DISPUTES The Owner's Representative will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the work thereunder. Claims, disputes and other matters relating to the acceptability of the work or the interpretation of the requirements of the Contract Documents pertaining to the performance and furnishing of the work and Claims under the Articles for Changes of Work, Changes of Contract Time and Changes of Contract Price will be referred initially to Owner's Representative in writing with a request for a formal decision in accordance with this paragraph. Written notice of each such claim, dispute or other matter will be delivered by the claimant to Owner's Representative and the other party to the Agreement promptly, but in no event later than thirty (30) days, after the start of the occurrence or event giving rise thereto, and written supporting data will be submitted to Owner's Representative and the other party within sixty (60) days after the start of such occurrence or event unless Owner's Representative allows an additional period of time for the submission of additional or more accurate data in support of such claim, dispute or other matter. The opposing party shall submit any response to Owner's Representative and the claimant within thirty (30) days after receipt of the claimant's last submittal, unless Owner's Representative allows additional time. Owner's Representative will render a formal decision in writing within thirty (30) days after receipt of the opposing party's submittal, if any, in accordance with this paragraph. Owner Representative's Sectionlll.doc Page 26 of 49 7/31/2012 Section III — General Conditions written decision on such claim, dispute or other matter will be final and binding upon the Owner and Contractor unless (i) an appeal from Owner Representative's decision is taken within thirty (30) days of the Owner Representative's decision, or the appeal time which may be stated in a Dispute Resolution Agreement between Owner and Contractor for the settlement of disputes or (ii) if no such Dispute Resolution Agreement has been entered into, a written notice of intention to appeal from Owner Representative's written decision is delivered by the Owner or Contractor to the other and to Owner's Representative within thirty (30) days after the date of such decision and a formal proceeding is instituted by the appealing party in a forum of competent jurisdiction to exercise such rights or remedies as the appealing party may have with respect to such claim, dispute or other matter in accordance with applicable Laws and Regulations within sixty (60) days of the date of such decision, unless otherwise agreed in writing by the Owner and Contractor. When functioning as interpreter and judge, Owner's Representative will not show partiality to the Owner or Contractor and will not be liable in connection with any interpretation or decision rendered in good faith in such capacity. The rendering of a decision by Owner's Representative with respect to any such claim, dispute or other matter will be a condition precedent to any exercise by the Owner or Contractor of such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulations in respect of any such claim, dispute or other matter pursuant the Article on Dispute Resolution. 9.6 LIMITATIONS ON OWNER REPRESENTATIVE'S RESPONSIBILITIES Neither Owner Representative's authority or responsibility under this paragraph or under any other provision of the Contract Documents nor any decision made by Owner's Representative in good faith either to exercise or not exercise such authority or responsibility or the undertaking, exercise or performance of any authority or responsibility by Owner's Representative shall create, impose or give rise to any duty owed by Owner's Representative to Contractor, any Subcontractor, any Supplier, any other person or organization or to any surety for or employee or agent of any of them. Owner's Representative will not supervise, direct, control or have authority over or be responsible for Contractor's means, methods, techniques, sequences or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the furnishing or performance of the work. Owner's Representative will not be responsible for Contractor's failure to perform or furnish the work in accordance with the Contract Documents. Owner's Representative will not be responsible for the acts or omissions of Contractor or of any Subcontractor, any Supplier, or of any other person or organization performing or furnishing any of the work. Owner Representative's review of the final Application for Payment and accompanying documentation and all maintenance and operating instructions, schedules, guarantees, bonds and certificates of inspection, tests and approvals and other documentation required to be delivered by the Contractor will only be to determine generally that their content complies with the requirements of the Contract Documents and, in the case of certificates of inspections, tests and approvals that the results certified indicate compliance with the Contract Documents. The limitations upon authority and responsibility set forth in this paragraph shall also apply to Owner Representative's CEI, the Engineer's Consultants, and assistants. Sectionlll.doc Page 27 of 49 7/31/2012 Section 111 — General Conditions 10 CHANGES IN THE WORK Without invalidating the Agreement and without notice to any surety, the Owner may, at any time or from time to time, order additions, deletions or revisions in the Work. Such additions, deletions or revisions will be authorized by a Written Amendment, a Change Order, or a Work Change Directive. Upon receipt of any such document, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as may otherwise be specifically provided). If the Owner and Contractor are unable to agree as to the extent, if any, of an adjustment in the Contract Price or an adjustment of the Contract Time that should be allowed as a result of a Work Change Directive, a claim may be made therefore as provided in these General Conditions. Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any Work performed that is not required by the Contract Documents as amended, modified and supplemented as provided in these General Conditions except in the case of an emergency as provided or in the case of uncovering work as provided in article for Uncovering Work. The Owner and Contractor shall execute appropriate Change Orders or Written Amendments recommended by Owner's Representative covering: changes in the work which are (i) ordered by the Owner (ii) required because of acceptance of defective work under the article for Acceptance of Defective Work or correcting defective Work under the article for Owner May Correct Defective Work or (iii) agreed to by the parties; changes in the Contract Price or Contract Time which are agreed to by the parties; and changes in the Contract Price or Contract Time which embody the substance of any written decision rendered by Owner's Representative pursuant to the article for Decisions on Disputes; provided that, in lieu of executing any such Change Order, an appeal may be taken from any such decision in accordance with the provisions of the Contract Documents and applicable Laws and Regulations, but during any such appeal, Contractor shall carry on the Work and adhere to the progress schedule as provided in the article for Continuing the Work. If notice of any change affecting the general scope of the work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time) is required by the provisions of any Bond to be given to a surety, the giving of any such notice will be Contractor's responsibility, and the amount of each applicable Bond will be adjusted accordingly. 11 CHANGES IN THE CONTRACT PRICE 11.1 CHANGES IN THE CONTRACT PRICE The Contract Price constitutes the total compensation (subject to authorized adjustments) payable to Contractor for performing the Work. All duties, responsibilities and obligations assigned to or undertaken by Contractor shall be at Contractor's expense without change in the Contract Price. The Contract Price may only be adjusted by a Change Order or by a Written Amendment. Any claim for an adjustment in the Contract Price shall be based on a written notice of claim stating the general nature of the claim, to be delivered by the party making the claim to the other party and to Owner's Representative or promptly (but in no event later than thirty days) Sectionlll.doc Page 28 of 49 7/31/2012 Section 111 — General Conditions after the start of the occurrence or event giving rise to the claim. Notice of the amount of the claim with supporting data shall be delivered within sixty (60) days after the start of such occurrence or event, unless Owner's Representative allows additional time for claimant to submit additional or more accurate data in support of the claim, and shall be accompanied by claimant's written statement that the claimed adjustment covers all known amounts to which the claimant is entitled as a result of said occurrence or event. No claim for an adjustment in the Contract Price will be valid if not submitted in accordance with this paragraph. The value of any Work covered by a Change Order or of any claim for an adjustment in the Contract Price will be determined as follows: (i) where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (ii) where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum (which may include an allowance for overhead and profit), (iii) where the Work is not covered by unit prices contained in the Contract Documents and agreement is reached to establish unit prices for the Work. Where the work involved is not covered by unit prices contained in the Contract Documents and where the Owner's Representative, the Owner, the Engineer, the Engineer's Consultant, and Contractor cannot mutually agree on a lump sum price, the City of Clearwater shall pay for directed changes in the WORK, on "COST REIMBURSEMENT" basis. The Contractor shall apply for compensation, detailing Contractors forces, materials, equipment, subcontractors, and other items of direct costs required for the directed work. The application for Cost Reimbursement shall be limited to the following items: 1. Labor, including foremen, for those hours associated with the direct work (actual payroll cost, including wages, fringe benefits, labor insurance and labor taxes established by law). Expressly excluded from this item are all costs associated with negotiating the subject change. 2. Materials associated with the change, including sales tax. The costs of materials shall be substantiated through vendors' invoices. 3. Rental or equivalent rental costs of equipment, including necessary transportation costs if specifically used for the WORK. The rental rates shall not exceed the current rental rates prevailing in the locality or as defined in the rental Rate Blue Book for Construction Equipment (a.k.a. DataQuest Blue Book). The rental rate is defined as the full- unadjusted base rental rate for the appropriate item of construction equipment and shall cover the costs of all fuel, supplies, repairs, insurance, and other costs associated with supplying the equipment for work ordered. Contractor -owned equipment will be paid for the duration of time required to complete the work. Utilize lowest cost combination of hourly, daily, weekly, or monthly rates. Do not exceed estimated operating costs given in Blue Book. Operating costs will not be allowed for equipment on stand -by. 4. Additional costs for Bonds, Insurance if required by the City of Clearwater. The following fixed fees shall be added to the costs of the directed work performed by the Contractor or Subcontractor. A. A fixed fee of fifteen percent (15 %) shall be added to the costs of Item 1 above. If work is performed by a subcontractor, the Contractor's fee shall not exceed five percent (5 %), and the subcontractor's fee shall not exceed ten percent (10 %). B. A fixed fee of ten percent (10 %) shall be added to the costs of Item 2 above. Sectionlll.doc Page 29 of 49 7/31/2012 Section III — General Conditions C. No markup shall be added to the costs of Items 3 and 4. The fixed fees shall be considered the full compensation for all cost of general supervision, overhead, profit, and other general expense. 11.2 ALLOWANCES AND FINAL CONTRACT PRICE ADJUSTMENT It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be furnished and performed for such sums as may be acceptable to Owner and Engineer. Contractor agrees that: (i) the allowances include the cost to Contractor (less any applicable trade discounts) of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and (ii) Contractor's costs for unloading and handling on the site, labor, installation costs, overhead, profit and other expenses contemplated for the allowances have been included in the Contract Price and not in the allowances and no demand for additional payment on account of any of the foregoing will be valid. Prior to final payment, an appropriate Change Order will be issued as recommended by Owner's Representative to reflect actual amounts due Contractor on account of Work covered by allowances and all the Work actually performed by the Contractor, and the Contract Price shall be correspondingly adjusted. 11.3 UNIT PRICE WORK Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the established unit price for each separately identified item of unit price work times the estimated quantity of each item as indicated in the Agreement. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by Owner's Representative. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. The Owner or Contractor may make a claim for an adjustment in the Contract Price if: (i) the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Contract Documents; and (ii) there is no corresponding adjustment with respect to any other item of Work; and (iii) if Contractor believes that Contractor is entitled to an increase in Contract Price as a result of having incurred additional expense or the Owner believes that the Owner is entitled to a decrease in Contract Price and the parties are unable to agree as to the amount of any such increase or decrease. On unit price contracts, Owner endeavors to provide adequate unit quantities to satisfactorily complete the construction of the project. It is expected that in the normal course of project construction and completion that not all unit quantities will be used in their entirety and that a finalizing change order which adjusts contract unit quantities to those unit quantities actually used in the construction of the project will result in a net decrease from the original Contract Price. Such reasonable deduction of final Contract Price should be anticipated by the Contractor in his original bid. Sectionlll.doc Page 30 of 49 7/31/2012 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section III — General Conditions 12 CHANGES IN THE CONTRACT TIME The Contract Time (or Milestones) may only be changed by a Change Order or a Written Amendment. Any claim for an adjustment of the Contract Time (or Milestones) shall be based on written notice delivered by the party making the claim to the other party and to Owner's Representative promptly, but in no event later than thirty (30) days, after the occurrence of the event giving rise to the claim and stating the general nature of the claim. Notice of the extent of the claim with supporting data shall be delivered within sixty (60) days after such occurrence, unless Owner's Representative allows an additional period of time to ascertain more accurate data in support of the claim, and shall be accompanied by the claimant's written statement that the adjustment claimed is the entire adjustment to which the claimant has reason to believe it is entitled as a result of the occurrence of said event. All claims for adjustment in the Contract Time (or Milestones) shall be determined by Owner's Representative. No claim for an adjustment in the Contract Time (or Milestones) will be valid if not submitted in accordance with the requirements of this paragraph. All time limits stated in the Contract Documents are of the essence of the Agreement. Where Contractor is prevented from completing any part of the work within the Contract Time (or Milestones) due to delay beyond the control of Contractor, the Contract Time (or Milestones) may be extended in an amount equal to the time lost due to such delay if a claim is made therefore as provided in the article for Changes in the Work. Delays beyond the control of Contractor shall include, but not be limited to, acts by the Owner, acts of utility owners or other contractors performing other work as contemplated by the article for Other Work, fires, floods, epidemics, abnormal weather conditions or acts of God. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. Where Contractor is prevented from completing any part of the Work within the Contract Times (or Milestones) due to delay beyond the control of both the Owner and Contractor, an extension of the Contract Time (or Milestones) in an amount equal to the time lost due to such delay shall be Contractor's sole and exclusive remedy for such delay. In no event shall the Owner be liable to Contractor, any Subcontractor, any Supplier, any other person, or to any surety for or employee or agent of any of them, for damages arising out of or resulting from (i) delays caused by or within the control of Contractor, or (ii) delays beyond the control of both parties including but not limited to fires, floods, epidemics, abnormal weather conditions, acts of God or acts by utility owners or other contractors performing other work as contemplated by paragraph for Other Work. 13 TESTS AND INSPECTIONS, CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.1 TESTS AND INSPECTION Contractor shall give Owner's Representative and Engineer timely notice of readiness of the Work for all required inspections, tests or approvals, and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. Contractor shall employ and pay for the services of an independent testing laboratory to perform all inspections, tests, or approvals required by the Contract Documents. The costs for these SectionllI.doc Page 31 of 49 7/31/2012 Section I11— General Conditions inspections, tests or approvals shall be borne by the Contractor except as otherwise provided in the Contract Documents. If Laws or Regulations of any public body having jurisdiction require any Work (or part thereof) specifically to be inspected, tested or approved by an employee or other representative of such public body including all Owner Building Departments and Owner Utility Departments, Contractor shall assume full responsibility for arranging and obtaining such inspections, tests or approvals, pay all costs in connection therewith, and furnish Owner's Representative the required certificates of inspection or approval. Unless otherwise stated in the Contract Documents, Owner permit and impact fees will be waived. Contractor shall also be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests or approvals required for Owner's and Engineer's acceptance of materials or equipment to be incorporated in the Work, or of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation of the Work. If any Work (or the work of others) that is to be inspected tested or approved is covered by Contractor without written concurrence of Owner's Representative, it must, if requested by Owner's Representative, be uncovered for observation. Uncovering Work as provided in this paragraph shall be at Contractor's expense unless Contractor has given Owner's Representative and Engineer timely notice of Contractor's intention to cover the same and Owner's Representative has not acted with reasonable promptness in response to such notice. 13.2 UNCOVERING THE WORK If any Work is covered contrary to the written request of Owner's Representative, it must, if requested by Owner's Representative, be uncovered for Owner Representative's observation and replaced at Contractor's expense. If Owner's Representative considers it necessary or advisable that covered Work be observed by Owner's Representative or inspected or tested by others, Contractor, at Owner Representative's request, shall uncover, expose or otherwise make available for observation, inspection or testing as Engineer or Owner's Representative may require, that portion of the Work in question, furnishing all necessary labor, material and equipment. If it is found that such Work is defective, Contractor shall pay all claims, costs, losses and damages caused by, arising out of or resulting from such uncovering, exposure, observation, inspection and testing and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); and the Owner shall be entitled to an appropriate decrease in the Contract Price for the costs of the investigation, and, if the parties are unable to agree as to the amount thereof, may make a claim therefore as provided in the article for Change in Contract Price. If, however, such Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time (or Milestones), or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement and reconstruction; and, if the parties are unable to agree as to the amount or extent thereof, Contractor may make a claim therefore as provided the article for Change in Contract Price and Change of Contract Time. 13.3 OWNER'S REPRESENTATIVE MAY STOP THE WORK If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to furnish or perform the Work in such a way that the completed Work will conform to the Contract Documents, Engineer or Owner's Representative may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been Sectionlll.doc Page 32 of 49 7/31/2012 Section 111— General Conditions eliminated; however, this right of Owner's Representative to stop the Work shall not give rise to any duty on the part of Owner's Representative or Owner to exercise this right for the benefit of Contractor or any surety or other party. If the Owner's Representative stops Work under this paragraph, Contractor shall be entitled to no extension of Contract Time or increase in Contract Price. 13.4 CORRECTION OR REMOVAL OF DEFECTIVE WORK If required by Engineer or Owner's Representative, Contractor shall promptly, as directed, either correct all defective Work, whether or not fabricated, installed or completed, or, if the Work has been rejected by Engineer or Owner's Representative, remove it from the site and replace it with Work that is not defective. Contractor shall pay all claims, costs, losses and damages caused by or resulting from such correction or removal (including but not limited to all costs of repair or replacement of work of others). 13.5 WARRANTY /CORRECTION PERIOD If within one year after the date of Substantial Completion or such longer period of time as may be prescribed by Laws or Regulations or by the terms of any applicable special guarantee required by the Contract Documents or by any specific provision of the Contract Documents, any Work is found to be defective, Contractor shall promptly, without cost to the Owner and in accordance with the Owner's written instructions; (i) correct such defective Work, or, if it has been rejected by the Owner, remove it from the site and replace it with Work that is not defective and (ii) satisfactorily correct or remove and replace any damage to other Work or the work of others resulting therefrom. If Contractor does not promptly comply with the terms of such instructions, or in an emergency where delay would cause serious risk of loss or damage, the Owner may have the defective Work corrected or the rejected. Work removed and replaced, and all claims, costs, losses and damages caused by or resulting from such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. In special circumstances where a particular item of equipment is placed in continuous service before Final Completion of all the Work, the correction period for that item may start to run from an earlier date if specifically and expressly so provided in the Specifications or by Written Amendment. Where defective Work (and damage to other Work resulting therefrom) has been corrected, removed or replaced under this paragraph the correction period hereunder with respect to such Work will be extended for an additional period of one year after such correction or removal and replacement has been satisfactorily completed. 13.6 ACCEPTANCE OF DEFECTIVE WORK If, instead of requiring correction or removal and replacement of defective Work, the Owner prefers to accept it, the Owner may do so. Contractor shall pay all claims, costs, losses and damages attributable to the Owner's evaluation of and determination to accept such defective Work such costs to be approved by Owner's Representative as to reasonableness. If any such acceptance occurs prior to Owner Representative's recommendation of final payment, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and the Owner shall be entitled to an appropriate decrease in the Contract Price, and, if the parties are unable to agree Sectionlll.doc Page 33 of 49 7/31/2012 Section 11I — General Conditions as to the amount thereof, the Owner may make a claim therefore as provided in article for Change of Contract Price. If the acceptance occurs after the Owner Representative's recommendation for final payment an appropriate amount will be paid by Contractor to the Owner. 13.7 OWNER MAY CORRECT DEFECTIVE WORK If Contractor fails within a reasonable time after written notice from Owner's Representative to correct defective Work or to remove and replace rejected Work as required by Owner's Representative in accordance with the article for Correction and Removal of Defective Work or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, the Owner may, after seven days' written notice to Contractor, correct and remedy any such deficiency. In exercising the rights and remedies under this paragraph the Owner shall proceed expeditiously. In connection with such corrective and remedial action, the Owner may exclude Contractor from all or part of the site, take possession of all or part of the Work, and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment stored at the site or for which the Owner has paid Contractor but which are stored elsewhere. Contractor shall allow Owner, Owner's Representatives, Agents and employees, the Owner's other contractors, and Owner's Representative, Engineer, and Engineer's Consultants access to the site to enable the Owner to exercise the rights and remedies under this paragraph. All claims, costs, losses and damages incurred or sustained by the Owner in exercising such rights and remedies will be charged against Contractor and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and the Owner shall be entitled to an appropriate decrease in the Contract Price, and, if the parties are unable to agree as to the amount thereof, the Owner may make a claim therefore as provided in the article for Change of Contract Price. Such claims, costs, losses and damages will include but not be limited to all costs of repair or replacement of work of others destroyed or damaged by correction, removal or replacement of Contractor's defective Work. Contractor shall not be allowed an extension of the Contract Time (or Milestones) because of any delay in the performance of the Work attributable to the exercise by the Owner of the Owner's rights and remedies hereunder. 14 PAYMENTS TO CONTRACTOR AND COMPLETION Requests for payment shall be processed in accordance with F.S. 218.735 and as described herein. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.1 APPLICATION FOR PROGRESS PAYMENT Contractor shall submit (not more often than once a month) to Owner's Representative for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the 25th of each month and accompanied by such supporting documentation as is required by the Owner's Representative and the Contract Documents. Unless otherwise stated in the Contract Documents, payment will not be made for materials and equipment not incorporated in the Work. Payment will only be made for that portion of the Work, which is fully installed including all materials, labor and equipment. A retainage of not less than five (5 %) of the amount of each Application for Payment for the total of all Work, including as -built survey and Inspector overtime reimbursement, completed to date will be held until final completion and SectionIlI.doc Page 34 of 49 7/31/2012 Section 111 — General Conditions acceptance of the Work covered in the Contract Documents. No progress payment shall be construed to be acceptance of any portion of the Work under contract. The Contractor shall review with the Engineer or the Construction Inspector all quantities and work for which payment is being applied for and reach agreement prior to submittal of an Official Pay Request. The Engineer or the Construction Inspector will verify that the on -site marked up as -built drawings are up to date with the work and are in compliance with the Contract Documents. In addition to all other payment provisions set out in this contract, the Owner's Representative may require the Contractor to produce for Owner, within fifteen (15) days of the approval of any progress payment, evidence and /or payment affidavit that all subcontractors and suppliers have been paid any sum or sums then due. A failure on the part of the contractor to provide the report as required herein shall result in further progress or partial payments being withheld until the report is provided. 14.2 CONTRACTOR'S WARRANTY OF TITLE Contractor warrants and guarantees that title to all Work, materials and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to the Owner no later than the time of payment, free and clear of liens. No materials or supplies for the Work shall be purchased by Contractor or Subcontractor subject to any chattel mortgage or under a conditional sale contact or other agreement by which an interest is retained by the seller. Contractor warrants that he has good title to all materials and supplies used by him in the Work, free from all liens, claims or encumbrances. Contractor shall indemnify and save the Owner harmless from all claims growing out of the lawful demands of Subcontractors, laborers, workmen, mechanics, materialmen, and furnisher's of machinery and parts thereof, equipment, power tools, and all supplies incurred in the furtherance of the performance of this Contract. Contractor shall at the Owner's request, furnish satisfactory evidence that all obligations of the nature hereinabove designated have been paid, discharged, or waived. If Contractor fails to do so, then the Owner may, after having served written notice on said Contractor either pay unpaid bills, of which the Owner has written notice, or withhold from the Contractor's unpaid compensation a sum of money deemed reasonably sufficient to pay any and all such lawful claims until satisfactory evidence is furnished that all liabilities have been fully discharged, whereupon payment to Contractor shall be resumed in accordance with the terms of this Contract, but in no event shall the provisions of this sentence be construed to impose any obligations upon the Owner to the Contractor or the Surety. In paying any unpaid bills of the Contractor, the Owner shall be deemed the agent of Contractor and any payment so made by the Owner shall be considered as payment made under the Contract by the Owner to Contractor, and the Owner shall not be liable to Contractor for any such payment made in good faith. 14.3 REVIEW OF APPLICATIONS FOR PROGRESS PAYMENTS The Owner's Representative will within twenty (20) business days after receipt authorize and process payment by the Owner a properly submitted and documented Application for payment, unless the application requires review by an Agent. If the Application for payment requires review and approval by an Agent, properly submitted and documented Applications for payment will be paid by the Owner within twenty -five (25) business days. If an Application for payment is rejected, notice shall be given within twenty (20) business days of receipt indicating the reasons for refusing payment. The reasons for rejecting an Application will be submitted in writing, specifying deficiencies and identifying actions that would make the Application proper. Sectionlll.doc Page 35 of 49 7/31/2012 Section 111— General Conditions In the latter case, Contractor may make the necessary corrections and resubmit the Application. The Owner's Representative or Agent may refuse to recommend the whole or any part of any payment to Owner. Owner's Representative or Agent may also refuse to recommend any such payment, or, because of subsequently discovered evidence or the results of subsequent inspections or test, nullify any such payment previously recommended, to such extent as may be necessary in Owner Representative's or Agent's opinion to protect the Owner from loss because: (i) the Work is defective, or completed Work has been damaged requiring correction or replacement, (ii) the Contract Price has been reduced by amendment or Change Order, (iii) the Owner has been required to correct defective Work or complete Work, or (iv) Owner's Representative or Agent has actual knowledge of the occurrence of any of the events enumerated in the article on Suspension of Work and Termination. The Owner may refuse to make payment of the full amount recommended by the Owner's Representative or Agent because: (i) claims have been made against the Owner on account of Contractor's performance or furnishing of the Work, (ii) Liens have been filed in connection with the Work, except where Contractor has delivered a specific Bond satisfactory to the Owner to secure the satisfaction and discharge of such Liens, (iii) there are other items entitling the Owner to a set -off against the amount recommended, or (iv) the Owner has actual knowledge of any of the events described in this paragraph. The Owner shall give Contractor notice of refusal to pay in accordance with the time constraints of this section with a copy to the Owner's Representative or Agent, stating the reasons for such actions, and Owner shall promptly pay Contractor the amount so withheld, or any adjustment thereto agreed to by the Owner and Contractor, when Contractor corrects to the Owner's satisfaction the reasons for such action. 14.4 PARTIAL UTILIZATION Use by the Owner at the Owner's option of any substantially completed part of the Work which (i) has specifically been identified in the Contract Documents, or (ii) Owner, Engineer, Owner's Representative, and Contractor agree constitutes a separately functioning and usable part of the Work that can be used by the Owner for its intended purpose without significant interference with Contractor's performance of the remainder of the Work, may be accomplished prior to Final Completion of all the Work subject to the following: The Owner at any time may request Contractor in writing to permit the Owner to use any such part of the Work which the Owner believes to be ready for its intended use and substantially complete. If Contractor agrees that such part of the Work is substantially complete, Contractor will certify to Owner, Owner's Representative, and Engineer that such part of the Work is substantially complete and request Owner's Representative to issue a certificate of Substantial Completion for that part of the Work. Contractor at any time may notify Owner, Owner's Representative, and Engineer in writing that Contractor considers any such part of the Work ready for its intended use and substantially complete and request Owner's Representative to issue a certificate of Substantial Completion for that part of the Work. Within a reasonable time after either such request, Owner, Contractor, Owner's Representative, and Engineer shall make an inspection of that part of the Work to determine its status of completion. If Engineer does not consider that part of the Work to be substantially complete, Engineer will notify Owner, Owner's Representative, and Contractor in writing giving the reasons therefore. If Engineer considers that part of the Work to be substantially complete, the provisions of the articles for Substantial Completion and Partial Utilization will apply with respect to certification of Substantial Completion of that part of the Work and the division of responsibility in respect thereof and access thereto. Sectionlll.doc Page 36 of 49 7/31/2012 Section III — General Conditions 14.5 FINAL INSPECTION Upon written notice from Contractor that the entire Work or an agreed portion thereof is complete, Owner's Representative will make a final inspection with Engineer, Owner and Contractor and will within thirty (30) days notify Contractor in writing of particulars in which this inspection reveals that the Work is incomplete or defective. The Owner's Representative will produce a final punch list, deliver it to the Contractor within five (5) days of completion and assign a date for this work to be completed not less than thirty (30) days from delivery of the list. Failure to include any corrective work or pending items does not alter the responsibility of the contractor to complete all the construction services purchased pursuant to the contract. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. 14.6 FINAL APPLICATION FOR PAYMENT After Contractor has completed all such corrections to the satisfaction of Owner's Representative and has delivered in accordance with the Contract Documents all maintenance and operating instructions, As- built/Record Drawings, schedules, guarantees, Bonds, certificates or other evidence of insurance required by the paragraph for Bonds and Insurance, certificates of inspection, Inspector overtime reimbursement as required in the Contract Documents and other documents, Contractor may make application for final payment following the procedure for progress payments. The final Application for Payment shall be accompanied (except as previously delivered) by: (i) all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by paragraph for Bonds and Insurance, (ii) consent of the surety, if any or if necessary, to final payment, and (iii) complete and legally effective releases or waivers (satisfactory to the Owner) of all Liens arising out of or filed in connection with the Work. In lieu of such releases or waivers of Liens and as approved by the Owner, Contractor may furnish receipts or releases in full and an affidavit of Contractor that: (i) the releases and receipts include all labor, services, material and equipment for which a Lien could be filed, and (ii) all payrolls, material and equipment bills and other indebtedness connected with the Work for which the Owner or the Owner's property might in any way be responsible have been paid or otherwise satisfied. If any Subcontractor or Supplier fails to furnish such a release or receipt in full, Contractor may furnish a Bond or other collateral satisfactory to the Owner to indemnify the Owner against any Lien. Prior to application for final payment, Contractor shall clean and remove from the premises all surplus and discarded materials, rubbish, and temporary structures, and shall restore in an acceptable manner all property, both public and private, which has been damaged during the prosecution of the Work, and shall leave the Work in a neat and presentable condition. 14.7 FINAL PAYMENT AND ACCEPTANCE If through no fault of Contractor, final completion of the Work is significantly delayed and if Owner's Representative so confirms, the Owner shall, upon receipt of Contractor's final Application for payment and recommendation of Owner's Representative, and without terminating the Agreement, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by the Owner for Work not fully completed or corrected is less than the retainage stipulated in the Agreement, and if Bonds have been furnished as required in paragraph for Bonds and Insurance, the written consent of the surety to the payment of the balance due for that portion of the Work fully completed and SectionllI.doc Page 37 of 49 7/31/2012 Section 111— General Conditions accepted shall be submitted by Contractor to Owner's Representative with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that such payment shall not constitute a waiver of claims. If on the basis of Owner Representative's observation of the Work during construction and final inspection, and Owner Representative's review of the final Application for Payment and accompanying documentation, all as required by the Contract Documents, Owner's Representative is satisfied that the Work has been completed and Contractor's other obligations under the Contract Documents have been fulfilled, Owner's Representative will indicate in writing his recommendation of payment and present the Application to Owner for payment. Thereupon, Owner's Representative will give written notice to Owner and Contractor that the Work is acceptable subject to the provisions of this article. Otherwise, Owner's Representative will return the Application to Contractor, indicating in writing the reasons for refusing to recommend final payment, in which case Contractor shall make the necessary corrections and resubmit the Application. If the Application and accompanying documentation are appropriate as to form and substance, the Owner shall, within twenty (20) days after receipt thereof pay contractor the amount recommended by Owner's Representative. 14.8 WAIVER OF CLAIMS The making and acceptance of final payment will constitute: a waiver of all claims by the Owner against Contractor, except claims arising from unsettled Liens, from defective Work appearing after final inspection, from failure to comply with the Contract Documents or the terms of any special guarantees specified therein, or from Contractor's continuing obligations under the Contract Documents; and a waiver of all claims by Contractor against the Owner other than those previously made in writing and still unsettled. 15 SUSPENSION OF WORK AND TERMINATION 15.1 OWNER MAY SUSPEND THE WORK At any time and without cause, Owner's Representative may suspend the Work or any portion thereof for a period of not more than ninety (90) days by notice in writing to Contractor, which will fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. Contractor shall be allowed an adjustment in the Contract Price or an extension of the Contract Times, or both, directly attributable to any such suspension if Contractor makes an approved claim therefore as provided in the articles for Change of Contract Price and Change of Contract Time. 15.2 OWNER MAY TERMINATE Upon the occurrence of any one or more of the following events; if Contractor persistently fails to perform the work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment or failure to adhere to the progress schedule as adjusted from time to time); if Contractor disregards Laws and Regulations of any public body having jurisdiction; if Contractor disregards the authority of Owner's Representative; if Contractor otherwise violates in any substantial way any provisions of the Contract Documents; or if the Work to be done under this Contract is abandoned, or if this SectionllI.doc Page 38 of 49 7/31/2012 Section 11I — General Conditions Contract or any part thereof is sublet, without the previous written consent of the Owner, or if the Contract or any claim thereunder is assigned by Contractor otherwise than as herein specified, or at any time Owner's Representative certifies in writing to the Owner that the rate of progress of the Work or any part thereof is unsatisfactory or that the work or any part thereof is unnecessarily or unreasonably delayed. The Owner may, after giving Contractor (and the surety, if any), seven days' written notice and, to the extent permitted by Laws and Regulations, terminate the services of Contractor, exclude Contractor from the site and take possession of the Work and of all Contractor's tools, appliances, construction equipment and machinery at the site and use the same to the full extent they could be used by Contractor (without liability to Contractor for trespass or conversion), incorporate in the Work all materials and equipment stored at the site or for which the Owner has paid Contractor but which are stored elsewhere, and finish the Work as the Owner may deem expedient. In such case Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by the Owner arising out of or resulting from completing the Work such excess will be paid to Contractor. If such claims, costs, losses and damages exceed such unpaid balance, Contractor shall pay the difference to the Owner. Such claims, costs, losses and damages incurred by the Owner will be reviewed by Owner's Representative as to their reasonableness and when so approved by Owner's Representative incorporated in a Change Order, provided that when exercising any rights or remedies under this paragraph the Owner shall not be required to obtain the lowest price for the Work performed. Where Contractor's services have been so terminated by the Owner, the termination will not affect any rights or remedies of the Owner against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by the Owner will not release Contractor from liability. Upon seven (7) days' written notice to Contractor and Owner's Representative, the Owner may, without cause and without prejudice to any other right or remedy of the Owner, elect to terminate the Agreement. In such case, Contractor shall be paid (without duplication of any items): for completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; for expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; for all claims, costs, losses and damages incurred in settlement of terminated contracts with Subcontractors, Suppliers and others; and for reasonable expenses directly attributable to termination. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. SectionIII.doc Page 39 of 49 7/31/2012 Section 111 — General Conditions 15.3 CONTRACTOR MAY STOP WORK OR TERMINATE If, through no act or fault of Contractor, the Work is suspended for a period of more than ninety (90) days by the Owner or under an order of court or other public authority, or the Owner's Representative fails to act on any Application for Payment within thirty (30) days after it is submitted or the Owner fails for thirty (30) days to pay Contractor any sum finally determined to be due, then Contractor may, upon seven (7) days' written notice to the Owner and Owner's Representative, and provided the Owner or Owner's Representative does not remedy such suspension or failure within that time, terminate the Agreement and recover from the Owner payment on the same terms as provided in the article for the Owner May Terminate. However, if the Work is suspended under an order of court through no fault of Owner, the Contractor shall not be entitled to payment except as the Court may direct. In lieu of terminating the Agreement and without prejudice to any other right or remedy, if Owner's Representative has failed to act on an Application for Payment within thirty (30) days after it is submitted, or the Owner has failed for thirty (30) days to pay Contractor any sum finally determined to be due, Contractor may upon seven (7) day's written notice to the Owner and Owner's Representative stop the Work until payment of all such amounts due Contractor. The provisions of this article are not intended to preclude Contractor from making claim under paragraphs for Change of Contract Price or Change of Contract Time or otherwise for expenses or damage directly attributable to Contractor's stopping Work as permitted by this article. 16 DISPUTE RESOLUTION If and to the extent that the Owner and Contractor have agreed on the method and procedure for resolving disputes between them that may arise under this Agreement, such dispute resolution method and procedure will proceed. If no such agreement on the method and procedure for resolving such disputes has been reached, subject to the provisions of the article for Decisions on Disputes, the Owner and Contractor may exercise such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulations in respect of any dispute provided, however, that nothing herein shall require a dispute to be submitted to binding arbitration. 17 MISCELLANEOUS 17.1 SUBMITTAL AND DOCUMENT FORMS The form of all submittals, notices, change orders, pay applications, logs, schedules and other documents permitted or required to be used or transmitted under the Contract Documents shall be determined by the Owner's Representative subject to the approval of Owner. 17.2 GIVING NOTICE Whenever any provision of the Contract Documents requires the giving of written notice, notice will be deemed to have been validly given if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended, or if delivered or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. Sectionlll.doc Page 40 of 49 7/31/2012 Section III — General Conditions 17.3 NOTICE OF CLAIM Should the Owner or Contractor suffer injury or damage to person or property because of any error, omission or any act of the other party or of any of the other party's officers, employees or agents or others for whose acts the other party is legally liable, claim will be made in writing to the other party within a reasonable time of the first observance of such injury or damage. The provisions of this paragraph shall not be construed as a substitute for or a waiver of the provisions of any applicable statute of limitations or repose. 17.4 PROFESSIONAL FEES AND COURT COSTS INCLUDED Whenever reference is made to "claims, costs, losses and damages," the phrase shall include in each case, but not be limited to, all fees and charges of engineers, architects, attorneys and other professionals and all court or other dispute resolution costs. 17.5 ASSIGNMENT OF CONTRACT The Contractor shall not assign this contract or any part thereof or any rights thereunder without the approval of Owner, nor without the consent of surety unless the surety has waived its rights to notice of assignment. 17.6 RENEWAL OPTION Annual Contracts issued through the Engineering Department may be renewed for up to two (2) years, upon mutual consent of both the Owner and the ContractorNendor. All terms, conditions and unit prices shall remain constant unless otherwise specified in the contract specifications or in the Invitation to bid. Renewals shall be made at the sole discretion of the Owner, and must be agreed to in writing by both parties. All renewals are contingent upon the availability of funds, and the satisfactory performance of the Contractor as determined by the Construction Department. 17.7 ROLL -OFF CONTAINERS AND /OR DUMPSTERS All City construction projects shall utilize City of Clearwater Solid Waste roll -off containers and /or dumpsters for their disposal needs. For availability or pricing contact Mike Pryor at the City of Clearwater, Solid Waste Department, phone: (727) 562 -4923 or email: Michael.Pryor@myClearwater.com. 18 ORDER AND LOCATION OF THE WORK The City reserves the right to accept and use any portion of the work whenever it is considered to the public interest to do so. The Engineer shall have the power to direct on what line or street the Contractor shall work and order thereof. 19 MATERIAL USED All material incorporated into the final work shall be new material unless otherwise approved by the Engineer. If requested by the Engineer, the Contractor shall furnish purchase receipts of all materials. Sectionlll.doc Page 41 of 49 7/31/2012 Section III — General Conditions 20 CONFLICT BETWEEN PLANS AND SPECIFICATIONS The various Contract Documents shall be given precedence, in case of conflict, error or discrepancy, as follows: Modifications, Contract Agreement, Addenda, Supplementary General Conditions, General Conditions, Supplementary Technical Specifications, Technical Specifications, Drawings. In a series of Modifications or Addenda the latest will govern. 21 OWNER DIRECT PURCHASE (ODP) OPTION The Owner reserves the right, when identified during the bidding process as part of the project's documents, to contract with the Contractor to purchase certain portions of materials identified in the project as a sales tax savings option in compliance with Florida Law since the Owner is exempt from payment of sales tax. The Contract price includes Florida sales and other applicable taxes for materials, supplies, and equipment, which will be a part of the Contractor's work. The Owner, being exempt from sales tax, reserves the right to make direct purchases of various construction materials included in the Contractor's contract. The Owner purchasing of construction materials, if selected, will be administered on a deductive Change Order basis. Additionally, Purchase Orders will include Owner's Certificate of Exemption number. See SECTION IV, ARTICLE 1.1 - SCOPE DESCRIPTION for ODP items included in the Contract Documents and the APPENDIX for ODP Documents. 22 RESIDENT NOTIFICATION OF START OF CONSTRUCTION 22.1 GENERAL The Contractor shall notify all residents along the construction route or within a 500 -foot radius, unless stated otherwise in the Contract Documents, with a printed door hanger notice indicating the following information about the proposed construction work and the Contractor performing the work: City seal or logo; the scheduled date for the start of construction; the type of construction; general sequence and scheduling of construction events; possibility of water service disruption and /or colored water due to construction efforts; Contractor's name, the Superintendent's name, Contractor address and telephone number; Contractor's company logo (optional); requirement for residents to remove landscaping and /or other private appurtenances which are in conflict with the proposed construction; and other language as appropriate to the scope of Contract work. Sample door hanger including proposed language shall be approved by the City prior to the start of construction. Notification shall be printed on brightly colored and durable card stock and shall be a minimum of 4 -1/4 by 11 inches in size. Notification (door hanger) shall be posted to residences and businesses directly affected by the Contractor's activities no later than seven (7) days prior to the start of construction activity. Directly affected by the Contractor's activities shall mean all Contractor operations including staging areas, equipment and material storage, principal access routes across private property, etc. Contractor cannot start without proper seven (7) day notice period to residents. Contractor is required to maintain sufficient staff to answer citizen inquiries during normal business hours and to maintain appropriate message recording equipment to receive citizen inquires after business hours. Resident notification by the Contractor is a non - specific pay item to be included in the bid items provided in the contract proposal. 22.2 EXAMPLE CITY SEAL Sectionlll.doc Page 42 of 49 7/31/2012 Section III — General Conditions Of CITY OF CLEARWATER NOTICE OF CONSTRUCTION TODAY'S DATE: / / PLEASE EXCUSE US FOR ANY INCONVENIENCE We are the construction contractor performing (state type of contract) for the City of Clearwater in your area. The work will be performed in the public right -of -way adjacent to your property. This notice is placed a minimum of seven (7) days in advance of construction to notify property owners of the pending start of construction. (Brief description of the construction process to be expected by the property owners) The construction process may necessitate the removal of certain items from the right -of -way. Typical items such as sprinklers, grass, and postal approved mailboxes will be replaced by the contractor within a reasonably short period of time. The replacement of driveways and sidewalks will be made using standard asphalt or concrete materials. The property owner is responsible for the expense and coordination to replace driveways and sidewalks which have customized colors, textures and /or materials. Small trees, shrubs, landscaping materials, unauthorized mailboxes or structures within the right -of -way which must be removed due to the construction process will not be replaced. The property owner is responsible to relocate any such items which the property owner wishes to save prior to the start of construction. Vehicles parked on the streets or within the right -of -way may be required to be placed elsewhere. We are available to answer any questions you may have regarding the construction process or any particular item that must be relocated. Please contact our Construction Manager at (727) . We will be more than happy to assist you. Construction is anticipated to begin on: Company Name Company Address Contractor Phone Number 23 PROJECT INFORMATION SIGNS 23.1 SCOPE AND PURPOSE The Owner desires to inform the general public on the Owner's use and expenditure of public funding for general capital improvement and maintenance projects. To help accomplish this purpose, the Contractor is required to prepare and display public project information signs during the full course of the contract period. These signs will be displayed at all location(s) of active work. Payment to Contractor for the preparation, installation and management of project sign(s) shall be included in the cost of the work. The number of and type of signs will be stated in SECTION IV, ARTICLE 1.1 — SCOPE DESCRIPTION. 23.2 TYPE OF PROJECT SIGN, FIXED OR PORTABLE Sign type shall be "fixed" on stationary projects and "portable" on projects which have extended locations or various locations. The particular wording to be used on the signs will be determined after contract award has been approved. Contractor will be provided the wording to be used on sign at the preconstruction conference. Sectionlll.doc Page 43 of 49 7/31/2012 Section III — General Conditions 23.3 FIXED SIGN Fixed sign shall be 4 -foot by 6 -foot (4'x6') in size and painted on a sheet of exterior grade plywood of the same size and a minimum thickness of 1/2- inches. Sign shall be attached to a minimum of two (2) 4 -inch by 4 -inch (4 "x4 ") below grade pressure treated (P.T.) wooden posts and braced as necessary for high winds. Posts shall be long enough to provide secure anchoring in the ground. Bottom of sign must be a minimum of 24- inches above the ground. Alternate mounting system or attachment to fencing or other fixed structure can be considered for approval. Sign shall be painted white on both sides with exterior rated paint. 23.4 PORTABLE SIGNS Portable sign shall be a minimum of 24- inches by 30- inches (24 "x30 ") in size and will be attached to a standard sized portable traffic barricade. Sign material shall be aluminum, 0.080 - inches or thicker, background of white reflective sheeting, and shall be silkscreen or vinyl lettering. Portable sign shall be two signs located and attached to each side of the traffic barricade. 23.5 SIGN COLORING Background shall be white. Project Descriptive Name shall be in blue lettering. All other lettering shall be black. Basic lettering on sign shall be in all capital letters, of size proportional to the sign itself. Each sign shall depict the City's sun and waves logo. The color of the sun shall be pantone yellow; the wave shall be process blue; and the text shall be black. 23.6 SIGN PLACEMENT Signs shall be placed where they are readily visible by the general public which pass by the project site. Signs are not to be placed where they may become a hazard or impediment to either pedestrian or vehicular traffic. For construction projects outside of the Owner's right -of -way, the signs will be placed on the project site. For projects constructed inside of the Owner's right -of- way, the signs will be placed in the right -of -way. Portable signs are to be moved to the locations of active work on the project. Multiple portable signs will be necessary where work is ongoing in several locations at the same time. Fixed signs are to be placed at the start of construction and will remain in place until the request for final payment. 23.7 SIGN MAINTENANCE The Contractor is responsible for preparation, installation, movement, maintenance, replacement, removal and disposal of all project signs during the full course of the contract period. The Contractor will place and secure portable signs from dislocation by wind or other actions. Signs are to be cleaned as necessary to maintain legibility and immediately replaced if defaced. SectionlIl.doc Page 44 of 49 7/31/2012 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section III — General Conditions 23.8 TYPICAL PROJECT SIGN PROJECT NAME (CONTRACT NUMBER) (DEPARTMENT NAME) PROJECT CONTRACTOR: COMPLETION DATE: FUNDING: OWNER'S REPRESENTATIVE• rwater 7 24 AWARD OF CONTRACT, WORK SCHEDULE AND GUARANTEE It will be required that the work will commence not later than five (5) calendar days after the Engineer gives written notice to proceed (NTP), which notice shall be given as outlined in Article 2 of these General Conditions. It is further required that all work within this contract be completed within the indicated number of consecutive calendar days as determined in SECTION IV, ARTICLE 1.1 - SCOPE DESCRIPTION. Contract date to commence at issuance of notice to proceed. If the Contractor fails to complete the work within the stipulated time, the City will retain the amount stated in the Contract, per calendar day, for each day that the contract remains incomplete. The work shall be discontinued on Saturdays, Sundays, and approved Holidays. If it becomes necessary for the Contractor to perform work on Saturdays, Sundays, and approved City of Clearwater Employee Holidays, that in the opinion of the Engineer, will require the presence of Inspectors, the SectionllLdoc Page 45 of 49 7/31/2012 Section III — General Conditions Contractor shall pay the City of Clearwater, Florida, the amount of Four Hundred Eighty Dollars ($480.00) per each eight -hour (8) day for each Inspector given such assignment. The Contractor shall remedy any defects in the work at his own expense and pay for any damage to other work resulting therefrom which appear within a period of one (1) year from the date of final acceptance. 25 SCRUTINIZED COMPANIES AND BUSINESS OPERATIONS WITH CUBA AND SYRIA CERTIFICATION FORM Any company, individual, principal, subsidiary, affiliate, or owner on the Scrutinized Companies with Activities in Sudan List, the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, or is engaged in business operations in Cuba or Syria, is ineligible for, and may not bid on, submit a proposal for, or enter into or renew a contract with the City of Clearwater for goods or services for an amount equal to or greater than one million ($1,000,000.00) dollars. Therefore, if applicable, each entity submitting a bid, proposal, or response to a solicitation must certify to the City of Clearwater that it is not on either list or engaged in business operations in Cuba or Syria at the time of submitting a bid, proposal or response, in accordance with section 287.135, Florida Statutes. Business Operations means, for purposes specifically related to Cuba or Syria, engaging in commerce in any form in Cuba or Syria, including, but not limited to, acquiring, developing, maintaining, owning, selling, possessing, leasing, or operating equipment, facilities, personnel, products, services, personal property, real property, military equipment, or any other apparatus of business or commerce. The certification form (the Certification) is attached hereto, and it must be submitted, along with all other relevant contract documents, at the time of submitting a bid, proposal, or response. Failure to provide the Certification may deem the entity's submittal non - responsive. If the City of Clearwater determines that an entity has submitted a false certification form, been placed either on the Scrutinized Companies with Activities in Sudan List or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, (for contracts entered into or renewed on or after July 1, 2011 through June 30, 2012), or submitted a false certification form, has been placed either on the Scrutinized Companies with Activities in Sudan List or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List or been engaged in business operations in Cuba or Syria, (for contracts entered into or renewed on or after July 1, 2012) then the contract may be terminated at the option of the City of Clearwater. Other than the submission of a false certification, the option to waive the aforementioned deficiencies mentioned in the previous sentence may be asserted on a case -by -case basis, at the sole discretion of the City of Clearwater, if to the following conditions are found to exist: A. For Scrutinized Companies with Activities in Sudan List or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, (all of the following must occur): 1. The scrutinized business operations were made before July 1, 2011. 2. The scrutinized business operations have not been expanded or renewed after July 1, 2011. 3. The City of Clearwater determines that it is in the best interest of the City to contract with the company or entity. Sectionlll.doc Page 46 of 49 7/31/2012 Section 111 — General Conditions 4. The company or entity has adopted, has publicized and is implementing a formal plan to cease scrutinized business operations and to refrain from engaging in any new scrutinized business operations. B. For Companies Engaged in Business Operations in Cuba or Syria: 1. The business operations were made before July 1, 2012. 2. The business operations have not been expanded or renewed after July 1, 2012. 3. The City of Clearwater determines that it is in the best interest of the City to contract with the company or entity. 4. The company or entity has adopted, has publicized, and is implementing a formal plan to cease business operations and to refrain from engaging in any new business operations in Cuba or Syria. Further, the City may allow a company to bid on, submit a proposal for, or enter into or renew a contract with the City of Clearwater for goods or services for an amount equal to or greater than one million ($1,000,000.00) dollars, if the City makes a public finding that, absent one of the above exemptions, the City would otherwise be unable to obtain goods or services for which the contract is offered. The City retains the right to pursue civil penalties and any other applicable rights and remedies as provided by law for the false submission of the attached certification form. Sectionlll.doc Page 47 of 49 7/31/2012 Section 111 — General Conditions SCRUTINIZED COMPANIES AND BUSINESS OPERATIONS WITH CUBA AND SYRIA CERTIFICATION FORM THIS FORM MUST BE COMPLETED AND SUBMITTED WITH THE BID PROPOSAL. FAILURE TO SUBMIT THIS FORM AS REQUIRED, MAY DEEM YOUR SUBMITTAL NONRESPONSIVE. The affiant, by virtue of the signature below, certifies that: 1. The vendor, company, individual, principal, subsidiary, affiliate, or owner is aware of the requirements of section 287.135, Florida Statutes, regarding companies on the Scrutinized Companies with Activities in Sudan List, the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, or engaging in business operations in Cuba and Syria; and 2. The vendor, company, individual, principal, subsidiary, affiliate, or owner is eligible to participate in this solicitation and is not listed on either the Scrutinized Companies with Activities in Sudan List, the Scrutinized Companies with Activities in the Iran Petroleum Sector List, or engaged in business operations in Cuba and Syria; and 3. Business Operations means, for purposes specifically related to Cuba or Syria, engaging in commerce in any form in Cuba or Syria, including, but not limited to, acquiring, developing, maintaining, owning, selling, possessing, leasing or operating equipment, facilities, personnel, products, services, personal property, real property, military equipment, or any other apparatus of business or commerce; and 4. If awarded the Contract (or Agreement), the vendor, company, individual, principal, subsidiary, affiliate, or owner will immediately notify the City of Clearwater in writing, no later than five (5) calendar days after any of its principals are placed on the Scrutinized Companies with Activities in Sudan List, the Scrutinized Companies with Activities in the Iran Petroleum Sector List, or engages in business operations in Cuba and Syria. Authorized Signature Printed Name Title Name of Entity/Corporation Sectionlll.doc Page 48 of 49 7/31/2012 STATE OF COUNTY OF Section 111— General Conditions The foregoing instrument was acknowledged before me on this day of , 201 _, by (name of person whose signature is being notarized) as the (title) of (name of corporation /entity), personally known to me as described herein , or produced a (type of identification) as identification, and who did /did not take an oath. Notary Public Printed Name My Commission Expires: NOTARY SEAL ABOVE Section111.doc Page 49 of 49 7/31/2012 SECTION IIla SUPPLEMENTARY GENERAL CONDITIONS The General Conditions of the Construction Contract; Articles 1 through 24 inclusive; are a part of this contract. The following supplements modify, change, delete from or add to the General Conditions of the Construction Contract. Where any article of the General Conditions is modified or any paragraph, subparagraph or clause thereof is modified or deleted by these supplements, the unaltered provisions of that article, paragraph, subparagraph or clause shall remain in effect. MODIFICATIONS TO GENERAL CONDITIONS ARTICLE 2 - PRELIMINARY MATTERS 2.3 COMMENCEMENT OF CONTRACT TIME; NOTICE TO PROCEED; STARTING THE PROJECT 2.3.1 The Contract shall be substantially completed within 390 calendar days after the date when the Contract Time commences to run as provided in paragraph 2.3 of the General Conditions. 2.3.2 Substantial completion is defined as having all components of the system installed and ready for daily operation. Substantial completion includes start-up, operation, testing, manufacturer's checks and services, operator training, and similar items. The following items need not be completed for Substantial Completion: c. Final application for payment and final acceptance. 2.3.3 All work in the Contract shall be completed and ready for final payment in accordance with paragraph 14.6 of the General Conditions within 420 calendar days after the date when the Contract Time commences to run. 2.7 HURRICANE PROTECTION PLAN Within two weeks of the date of Notice to Proceed, the Contractor shall submit to the Owner a Hurricane Preparation Plan that outlines the measures that will be completed by the Contractor at no additional cost to the Owner in the event of a hurricane warning. City of Clearwater WTP No.2 — Contract 2: Raw Water Transmission Main Main Expansion Project 10- 0039- UT-{C) IIIa - I Issued for Bid March 2013 Section IIIa Supplementary General Conditions In the event of inclement weather, or when directed by the Owner, the Contractor will protect the Work and materials from weather related damage. In the event that, in the opinion of the Owner, the Work or materials have been damaged due to failure on the part of the Contractor to protect the Work and materials, the Work and materials shall be replaced at the expense of the Contractor. ARTICLE 6 - CONTRACTOR'S RESPONSIBILITIES 6.8 PERMITS The City has obtained, or will obtain, the appropriate Right -of -Way permits from Pinellas County and FDOT. The City has also obtained FDEP construction permits for the construction or modifications of all raw water mains, potable water mains, sanitary force mains, concentrate and backwash pipelines. The City has obtained a City of St. Petersburg Miscellaneous Work Permit for Encroachment within any Public Right -of -Way or Public Easement. This permit is for crossing their water transmission mains running along US19, at Drew Street, and the crossing at Kapok Park. These permits are required prior to the commencement of any work. The Contractor shall be responsible for obtaining a copy of these permits and for complying with any provisions or requirements which may relate to the conduct of construction activities ARTICLE 9 - OWNER'S REPRESENTATIVE STATUS DURING CONSTRUCTION 9.1 OWNER'S REPRESENTATIVE The Owner's Representative during the Bidding Phase is listed below. Robert Maue, PE City of Clearwater Engineering 100 S. Myrtle Avenue, Room 220 Clearwater, Florida 33756 Phone: 727 -562 -4827 Fax: 727 -562 -4755 Email: robert.maue @myclearwater.com END OF SUPPLEMENTARY GENERAL CONDITIONS City of Clearwater WTP No.2 — Contract 2: Raw Water Transmission Main Main Expansion Project 10- 0039 -UT —(C) IIIa - 2 Issued for Bid March 2013 Section IIIa Supplementary General Conditions SECTION IV TECHNICAL SPECIFICATIONS Table of Contents: SECTION IV TECHNICAL SPECIFICATIONS 1 SCOPE OF WORK 1 1.1 SCOPE DESCRIPTION 1 1.2 SCOPE OF WORK CHECKLIST 1 2 FIELD ENGINEERING 3 2.1 LINE AND GRADE SHALL BE PERFORMED BY THE CONTRACTOR 3 2.1.1 GRADES, LINES AND LEVELS 3 2.1.2 LAYOUT DATA 4 2.2 LINE AND GRADE SHALL BE PERFORMED BY THE CITY 4 3 DEFINITION OF TERMS 4 3.1 REFERENCE STANDARDS 4 3.2 ABBREVIATIONS AND SYMBOLS 4 4 ORDER AND LOCATION OF THE WORK 6 5 EXCAVATION FOR UNDERGROUND WORK 6 6 CONCRETE 7 7 EXCAVATION AND FORMS FOR CONCRETE WORK 7 7.1 EXCAVATION 7 7.2 FORMS 7 8 REINFORCEMENT 7 8.1 BASIS OF PAYMENT 8 9 OBSTRUCTIONS 8 10 RESTORATION OR REPLACEMENT OF DRIVEWAYS, CURBS, SIDEWALKS AND STREET PAVEMENT 8 11 WORK IN EASEMENTS OR PARKWAYS 9 12 DEWATERING 9 12.1 GENERAL 9 12.2 PERMIT REQUIREMENTS 10 12.2.1 DEWATERING CONTROL 10 12.2.2 GENERIC PERMIT FOR THE DISCHARGE OF PRODUCED GROUND WATER FROM ANY NON-CONTAMINATED SITE ACTIVITY 10 13 SANITARY MANHOLES 12 13.1 BUILT UP TYPE 12 13.2 PRECAST TYPE 13 SectionlV.doc i 5/15/2012 13.2.1 MANHOLE ADJUSTMENT RINGS (GRADE RINGS) 13 13.3 DROP MANHOLES 13 13.4 FRAMES AND C OVERS 13 13.5 MANHOLE COATINGS 13 13.6 CONNECTIONS TO MANHOLES 14 14 BACKFILL 14 15 STREET CROSSINGS, ETC. 14 16 RAISING OR LOWERING OF SANITARY SEWER, STORM DRAINAGE STRUCTURES 14 16.1 BASIS OF PAYMENT 14 17 UNSUITABLE MATERIAL REMOVAL 15 17.1 BASIS OF MEASUREMENT 15 17.2 BASIS OF PAYMENT 15 18 UNDERDRAINS 15 18.1 BASIS OF MEASUREMENT 15 18.2 BASIS OF PAYMENT 16 19 STORM SEWERS 16 19.1 AS BUILT INFORMATION 16 19.2 TESTING 16 19.3 BASIS OF PAYMENT 17 20 SANITARY SEWERS AND FORCE MAINS 17 20.1 MATERIALS 17 20.1.1 GRAVITY SEWER PIPE 17 20.1.2 FORCE MAIN PIPE 17 20.2 INSTALLATION 17 20.2.1 GRAVITY SEWER PIPE 17 20.2.2 FORCE MAIN PIPE 18 20.3 AS BUILT DRAWINGS 18 20.4 TESTING 18 20.4.1 TESTING OF GRAVITY SEWERS 18 20.4.2 TESTING OF FORCE MAINS 19 20.5 BASIS OF PAYMENT 19 20.5.1 GRAVITY SEWER PIPE 19 20.5.2 FORCE MAIN PIPE 19 21 DRAINAGE 19 22 ROADWAY BASE AND SUBGRADE 19 22.1 BASE 19 22.1.1 BASIS OF MEASUREMENT FOR BASE AND REWORKED BASE 21 22.1.2 BASIS OF PAYMENT FOR BASE AND REWORKED BASE 21 22.2 SUBGRADE 21 22.2.1 BASIS OF MEASUREMENT 21 22.2.2 BASIS OF PAYMENT 22 SectionlV.doc ii 5/15/2012 1 1 1 1 1 23 ASPHALTIC CONCRETE MATERIALS 22 23.1 ASPHALTIC CONCRETE 22 23.1.1 AGGREGATE 22 23.1.2 BITUMINOUS MATERIALS 22 23.2 HOT BITUMINOUS MIXTURES - PLANT, METHODS, EQUIPMENT & QUALITY ASSURANCE 22 23.3 ASPHALT MIX DESIGNS AND TYPES 23 23.4 ASPHALT PAVEMENT DESIGNS AND LAYER THICKNESS 23 23.5 GENERAL CONSTRUCTION REQUIREMENTS 24 23.6 CRACKS AND POTHOLE PREPARATION 24 23.6.1 CRACKS 24 23.6.2 POTHOLES 24 23.7 ADJUSTMENT OF MANHOLES 25 23.8 ADDITIONAL ASPHALT REQUIREMENTS 25 23.9 SUPERPAVE ASPHALTIC CONCRETE 26 23.10 BASIS OF MEASUREMENT 26 23.11 BASIS OF PAYMENT 26 24 ADJUSTMENT TO THE UNIT BID PRICE FOR ASPHALT 27 25 GENERAL PLANTING SPECIFICATIONS 27 25.1 IRRIGATION 27 25.1.1 DESCRIPTION 27 25.1.2 PRODUCTS 29 25.1.3 EXECUTION 33 25.2 LANDSCAPE 36 25.2.1 GENERAL 36 25.2.2 PRODUCTS 41 25.2.3 EXECUTION 44 26 HDPE DEFORMED - REFORMED PIPE LINING 51 26.1 INTENT 51 26.2 PRODUCT AND CONTRACTOR/INSTALLER ACCEPTABILITY 51 26.3 MATERIALS 51 26.4 CLEANING /SURFACE PREPARATION 52 26.5 TELEVISION INSPECTION 52 26.6 LINER INSTALLATION 53 26.7 LATERAL RECONNECTION 53 26.8 TIME OF CONSTRUCTION 53 26.9 PAYMENT 53 27 PLANT MIX DRIVEWAYS 53 27.1 BASIS OF MEASUREMENT 54 27.2 BASIS OF PAYMENT 54 28 REPORTING OF TONNAGE OF RECYCLED MATERIALS 54 29 CONCRETE CURBS 54 29.1 BASIS OF MEASUREMENT 54 29.2 BASIS OF PAYMENT 54 SectionlV.doc iii 5/15/2012 30 CONCRETE SIDEWALKS AND DRIVEWAYS 54 30.1 CONCRETE SIDEWALKS 54 30.2 CONCRETE DRIVEWAYS 55 30.3 BASIS OF MEASUREMENT 55 30.4 BASIS OF PAYMENT 55 31 SODDING 55 32 SEEDING 56 33 STORM MANHOLES, INLETS, CATCH BASINS OR OTHER STORM STRUCTURES 56 33.1 BUILT UP TYPE STRUCTURES 56 33.2 PRECAST TYPE 57 33.3 BASIS OF PAYMENT 57 34 MATERIAL USED 57 35 CONFLICT BETWEEN PLANS AND SPECIFICATIONS 57 36 STREET SIGNS 57 37 AUDIO/VIDEO RECORDING OF WORK AREAS 57 37.1 CONTRACTOR TO PREPARE AUDIO/VIDEO RECORDING 57 37.2 SCHEDULING OF AUDIO/VIDEO RECORDING 57 37.3 PROFESSIONAL VIDEOGRAPHERS 58 37.4 EQUIPMENT 58 37.5 RECORDED INFORMATION, AUDIO 58 37.6 RECORDED INFORMATION VIDEO 58 37.7 VIEWER ORIENTATION 58 37.8 LIGHTING 59 37.9 SPEED OF TRAVEL 59 37.10 VIDEO LOG /INDEX 59 37.11 AREA OF COVERAGE 59 37.12 COSTS OF VIDEO SERVICES 59 38 EROSION AND SILTATION CONTROL 59 38.1 STABILIZATION OF DENUDED AREAS 59 38.2 PROTECTION AND STABILIZATION OF SOIL STOCKPILES 60 38.3 PROTECTION OF EXISTING STORM SEWER SYSTEMS 60 38.4 SEDIMENT TRAPPING MEASURES 60 38.5 SEDIMENTATION BASINS 60 38.6 WORKING IN OR CROSSING WATERWAYS OR WATERBODIES 60 38.7 SWALES, DITCHES AND CHANNELS 61 38.8 UNDERGROUND UTILITY CONSTRUCTION 61 38.9 MAINTENANCE 61 38.10 COMPLIANCE 61 39 UTILITY TIE IN LOCATION MARKING 64 40 AWARD OF CONTRACT, WORK SCHEDULE AND GUARANTEE 64 SectionlV.doc iv 5/15/2012 1 1 1 1 1 t 41 POTABLE WATERMAINS, RECLAIMED WATERMAINS AND APPURTENANCES 64 41.1 SCOPE 64 41.2 MATERIALS 65 41.2.1 GENERAL 65 41.2.2 PIPE MATERIALS AND FITTINGS 65 41.2.3 GATE VALVES 67 41.2.4 VALVE BOXES 67 41.2.5 HYDRANTS 68 41.2.6 SERVICE SADDLES 69 41.2.7 TESTS, INSPECTION AND REPAIRS 69 41.2.8 BACKFLOW PREVENTERS 69 41.2.9 TAPPING SLEEVES 70 41.2.10 BLOW OFF HYDRANTS 70 41.3 CONSTRUCTION 70 41.3.1 MATERIAL HANDLING 70 41.3.2 PIPE LAYING 70 41.3.3 SETTING OF VALVES, HYDRANTS AND FITTINGS 72 41.3.4 CONNECTIONS TO EXISTING LINES 72 41.4 TESTS 73 41.4.1 HYDROSTATIC TESTS 73 41.4.2 NOTICE OF TEST 73 41.5 STERILIZATION 73 41.5.1 STERILIZING AGENT 73 41.5.2 FLUSHING SYSTEM 73 41.5.3 STERILIZATION PROCEDURE 73 41.5.4 RESIDUAL CHLORINE TESTS 74 41.5.5 BACTERIAL TESTS 74 41.6 MEASUREMENT AND PAYMENT 74 41.6.1 GENERAL 74 41.6.2 FURNISH AND INSTALL WATER MAINS 75 41.6.3 FURNISH AND INSTALL FITTINGS 75 41.6.4 FURNISH AND INSTALL GATE VALVES COMPLETE WITH BOXES AND COVERS 75 41.6.5 FURNISH AND INSTALL FIRE HYDRANTS 75 42 GAS SYSTEM SPECIFICATIONS 76 43 TENNIS COURTS 76 43.1 PAVED TENNIS COURTS 76 43.1.1 SOIL TREATMENTS 76 43.1.2 BASE COURSE 76 43.1.3 PRIME COAT 76 43.1.4 LEVELING COURSE 76 43.1.5 SURFACE COURSE 76 43.1.6 COLOR COAT 77 43.2 CLAY TENNIS COURTS 78 43.2.1 GENERAL 78 43.2.2 SITE PREPARATION 79 SectionlV.doc v 5/15/2012 43.2.3 SLOPE 79 43.2.4 BASE CONSTRUCTION 80 43.2.5 PERIMETER CURBING 80 43.2.6 SURFACE COURSE 80 43.2.7 ROOT BARRIER 80 43.2.8 FENCING 81 43.2.9 WINDSCREENS 81 43.2.10 COURT EQUIPMENT 81 43.2.11 SHADE STRUCTURE 83 43.2.12 WATER SOURCE (Potable) 83 43.2.13 CONCRETE 83 43.2.14 EXISTING SPORT TENNIS COURT LIGHTING 83 43.2.15 WATER COOLER 84 43.2.16 DEMONSTRATION 84 43.2.17 WARRANTY 84 44 WORK ZONE TRAFFIC CONTROL 85 44.1 CONTRACTOR RESPONSIBLE FOR WORK ZONE TRAFFIC CONTROL 85 44.2 WORK ZONE TRAFFIC CONTROL PLAN 85 44.2.1 WORK ZONE SAFETY 85 44.3 ROADWAY CLOSURE GUIDELINES 86 44.3.1 ALL ROADWAYS 86 44.3.2 MAJOR ARTERIALS, MINOR ARTERIALS, LOCAL COLLECTORS 86 44.3.3 MAJOR ARTERIALS, MINOR ARTERIALS 86 44.3.4 MAJOR ARTERIALS 86 44.4 APPROVAL OF WORK ZONE TRAFFIC CONTROL PLAN 86 44.5 INSPECTION OF WORK ZONE TRAFFIC CONTROL OPERATION 87 44.6 PAYMENT FOR WORK ZONE TRAFFIC CONTROL 87 44.7 CERTIFICATION OF WORK ZONE TRAFFIC CONTROL SUPERVISOR 87 45 CURED -IN -PLACE PIPE LINING 87 45.1 INTENT 87 45.2 PRODUCT AND CONTRACTOR/INSTALLER ACCEPTABILITY 88 45.3 MATERIALS 88 45.4 CLEANING /SURFACE PREPARATION 88 45.5 TELEVISION INSPECTION 89 45.6 LINER INSTALLATION 89 45.7 LATERAL RECONNECTION 89 45.8 TIME OF CONSTRUCTION 89 45.9 PAYMENT 89 46 SPECIFICATIONS FOR POLYETHYLENE SLIPLINING 90 46.1 MATERIALS 90 46.1.1 PIPE AND FITTINGS 90 46.1.2 QUALITY CONTROL 90 46.1.3 SAMPLES 90 46.1.4 REJECTION 90 46.2 PIPE DIMENSIONS 90 46.3 CONSTRUCTION PRACTICES 91 SectionlV.doc vi 5/15/2012 1 1 1 1 1 1 1 1 46.3.1 HANDLING OF PIPE 91 46.3.2 REPAIR OF DAMAGED SECTIONS 91 46.3.3 PIPE JOINING 91 46.3.4 HANDLING OF FUSED PIPE 91 46.4 SLIPLINING PROCEDURE 91 46.4.1 PIPE REQUIREMENTS AND DIMENSIONS 91 46.4.2 CLEANING AND INSPECTION 91 46.4.3 INSERTION SHAFT AND EXCAVATIONS 92 46.4.4 INSERTION OF THE LINER 92 46.4.5 CONFIRMATION OF PIPE SIZES 92 46.4.6 UNDERDRAIN CONNECTIONS IF REQUIRED 92 46.4.7 BACKFILLING 93 46.4.8 POINT REPAIR 93 46.4.9 CLEAN UP OPERATIONS 93 47 SPECIFICATIONS FOR POLYVINYL CHLORIDE RIBBED PIPE 93 47.1 SCOPE 93 47.2 MATERIALS 93 47.3 PIPE 93 47.4 JOINING SYSTEM 94 47.5 FITTINGS 94 48 GUNITE SPECIFICATIONS 94 48.1 PRESSURE INJECTED GROUT 94 48.2 REHABILITATION OF CORRUGATED METAL PIPE WITH GUNITE 94 48.3 COMPOSITION 94 48.4 STRENGTH REQUIREMENTS 95 48.5 MATERIALS 95 48.6 WATER 95 48.7 REINFORCEMENT 95 48.8 STORAGE OF MATERIALS 95 48.9 SURFACE PREPARATION 96 48.10 PROPORTIONING 96 48.11 MIXING 96 48.12 APPLICATION 96 48.13 CONSTRUCTION JOINTS 97 48.14 SURFACE FINISH 97 48.15 CURING 97 48.16 ADJACENT SURFACE PROTECTION 97 48.17 INSPECTION 98 48.18 EQUIPMENT 98 49 SANITARY AND STORM MANHOLE LINER RESTORATION 99 49.1 SCOPE AND INTENT 99 49.2 PAYMENT 99 49.3 FIBERGLASS LINER PRODUCTS 99 49.3.1 MATERIALS 99 49.3.2 INSTALLATION AND EXECUTION 100 49.4 STRONG SEAL MS -2 LINER PRODUCT SYSTEM 100 SectionlV.doc vii 5/15/2012 49.4.1 MATERIALS 101 49.5 INFILTRATION CONTROL 101 49.6 GROUTING MIX 101 49.7 LINER MIX 101 49.8 WATER 102 49.9 OTHER MATERIALS 102 49.10 EQUIPMENT 102 49.11 INSTALLATION AND EXECUTION 102 49.11.1 PREPARATION 102 49.11.2 MIXING 103 49.11.3 SPRAYING 103 49.11.4 PRODUCT TESTING 103 49.11.5 CURING 103 49.11.6 MANHOLE TESTING AND ACCEPTANCE 104 49.12 INNERLINE ENVIRONMENTAL SERVICES LINER PRODUCT SYSTEM 104 49.12.1 SCOPE 104 49.12.2 MATERIALS 104 49.12.3 INSTALLATION AND EXECUTION 106 50 PROJECT INFORMATION SIGNS 108 51 IN -LINE SKATING SURFACING SYSTEM 108 51.1 SCOPE 108 51.2 SURFACE PREPARATIONS 109 51.2.1 ASPHALT 109 51.2.2 CONCRETE 109 51.2.3 COURT PATCH BINDER MIX 109 51.3 APPLICATION OF ACRYLIC FILLER COAT 109 51.4 APPLICATION OF FORTIFIED PLEXIPAVE 110 51.5 PLEXIFLOR APPLICATION 110 51.6 PLAYING LINES 110 51.7 GENERAL 110 51.8 LIMITATIONS 110 52 RESIDENT NOTIFICATION OF START OF CONSTRUCTION 111 53 GABIONS AND MATTRESSES 111 53.1 MATERIAL 111 53.1.1 GABION AND RENO MATTRESS MATERIAL 111 53.1.2 GABION AND MATTRESS FILLER MATERIAL. 113 53.1.3 MATTRESS WIRE 114 53.1.4 GEOTEXTILE FABRIC 114 53.2 PERFORMANCE 114 54 LAWN MAINTENANCE SPECIFICATIONS 115 54.1 SCOPE 115 54.2 SCHEDULING OF WORK 115 54.3 WORK METHODS 116 54.3.1 MAINTENANCE SCHEDULING 116 54.3.2 DUTIES PER SERVICE VISIT 116 SectionlV.doc viii 5/15/2012 1 1 1 1 1 1 1 1 1 r 1 r 1 54.4 LITTER 116 54.5 VISUAL CHECK 116 54.6 PLANT TRIMMING AND PALM PRUNING 116 54.7 PHOENIX SPECIES (CANARY DATE, INDIA DATE, PYGMY DATE, ETC.) 116 54.8 DEBRIS REMOVAL 116 54.9 TRAFFIC CONTROL 117 54.10 PEDESTRIAN SAFETY 117 54.11 PLANT FERTILIZATION 117 54.12 WEED REMOVAL IN LANDSCAPED AREA 117 54.13 MULCH CONDITION 117 54.14 IRRIGATION SERVICE AND REPAIR 117 54.15 LAWN AND ORNAMENTAL PEST CONTROL 117 54.16 PALM FERTILIZATION 117 54.17 FREEZE PROTECTION 118 54.18 LEVEL OF SERVICE 118 54.19 COMPLETION OF WORK 118 54.20 INSPECTION AND APPROVAL 118 54.21 SPECIAL CONDITIONS 118 55 MILLING OPERATIONS 119 55.1 EQUIPMENT, CONSTRUCTION & MILLED SURFACE 119 55.2 ADDITIONAL MILLING REQUIREMENTS 119 55.3 SALVAGEABLE MATERIALS 120 55.4 DISPOSABLE MATERIALS 120 55.5 ADJUSTMENT AND LOCATION OF UNDERGROUND UTILITIES 120 55.6 ADJUSTMENT OF UTILITY MANHOLES 120 55.7 TYPES OF MILLING 120 55.8 MILLING OF INTERSECTIONS 121 55.9 BASIS OF MEASUREMENT 121 55.10 BASIS OF PAYMENT 121 56 CLEARING AND GRUBBING 121 56.1 BASIS OF MEASUREMENT 121 56.2 BASIS OF PAYMENT 121 57 RIPRAP 121 57.1 BASIS OF MEASUREMENT 121 57.2 BASIS OF PAYMENT 122 58 TREATMENT PLANT SAFETY 122 58.1 HAZARD POTENTIAL 122 58.2 REQUIRED CONTRACTOR TRAINING 122 59 TRAFFIC SIGNAL EQUIPMENT AND MATERIALS 122 59.1 BASIS OF MEASUREMENT AND PAYMENT 123 60 SIGNING AND MARKING 123 60.1 BASIS OF MEASUREMENT AND PAYMENT 123 61 ROADWAY LIGHTING 123 SectionlV.doc ix 5/15/2012 61.1 BASIS OF MEASUREMENT AND PAYMENT 123 62 TREE PROTECTION 124 62.1 TREE BARRICADES 124 62.2 ROOT PRUNING 124 62.3 PROPER TREE PRUNING 125 63 PROJECT WEB PAGES 126 63.1 WEB PAGES DESIGN 126 63.2 WEB ACCESSIBILITY GUIDELINES 126 63.3 THE SUN AND WAVES LOGO AND ITS USE 126 63.4 MAPS AND GRAPHICS 127 63.5 INTERACTIVE FORMS 127 63.6 POSTING 127 63.7 WEB PAGES UPDATES 127 64 OVERHEAD ELECTRIC LINE CLEARANCE 127 64.1 CLEARANCE OPTIONS 127 64.2 REQUIRED MINIMUM CLEARANCE DISTANCES 127 SectionlV.doc x 5/15/2012 Section IV — Technical Specifications 1 SCOPE OF WORK 1.1 SCOPE DESCRIPTION Project Name: Water Treatment Plant No. 2 — Contract 3: Raw Water Transmission Main Expansion Project Project Number: I 0-0039-UT-(C) Scope of Work: Construction of a raw water supply system with approximately 23,800 linear feet of 6 -inch through 10 -inch well transmission mains, 9,200 linear feet of 12 -inch through 14 -inch, 14,400 linear feet of 16 -inch, and 1,000 LF of 18 -inch raw water main transmission piping. In addition, modifications to the existing City potable water system including the construction of approximately 1,900 linear feet of 6 -inch and 8 -inch new potable water mains. Two (2) existing 16 -inch potable water lines will be converted to a raw water main and videoed, pigged and chlorinated. The Contractor shall provide one (1) fixed sign for each staging area and four (4) portable project signs as described in SECTION III, ARTICLE 23 of the Contract Documents. The final number of project signs will be determined at the beginning of the project based on the Contractor's schedule of work submitted for approval. Additional project signs may be required above the indicated amount due to the Contractor's schedule of work, which will be provided at no additional cost to the Owner. CONTRACT PERIOD: 420 CONSECUTIVE CALENDAR DAYS SectionlV.doc Page 1 of 128 5/15/2012 Section IV — Technical Specifications 1.2 SCOPE OF WORK CHECKLIST Project Name: Water Treatment Plant No. 2 — Contract 3: Raw Water Transmission Main Expansion Project Project Number: 10- 0039- UT -(C) The following Articles of the Technical Specifications will apply to this contract if marked "X" as shown below: 1 /1 Scope Of Work 2.1 ►/ Line and Grade Shall Be Performed By The Contractor 2.2 ❑ Line and Grade Shall Be Performed By The City 3 /1 Definition Of Terms 4 /1 Order And Location Of The Work 5 0 Excavation For Underground Work 6 // Concrete 7 0 Excavation And Forms For Concrete Work 8 ►1 Reinforcement 9 A/ Obstructions 10 A Restoration Or Replacement Of Driveways, Curbs, Sidewalks And Street Pavement 11 /1 Work In Easements Or Parkways 12 Dewatering 13 ❑ Sanitary Manholes 14 /1 Backfill 15 ■ Street Crossings, Etc. 16 0 Raising Or Lowering Of Sanitary Sewer, Storm Drainage Structures 17 0 Unsuitable Material Removal 18 ►1 Underdrains 19 ❑ Storm Sewers 20 Sanitary Sewers And Force Mains 21 ❑ Drainage 22 ■ Roadway Base And Subgrade 23 A/ Asphaltic Concrete Materials 24 /1 Adjustment To The Unit Bid Price For Asphalt 25 /1 General Planting Specifications 26 ❑ Hdpe Deformed - Reformed Pipe Lining 27 I Plant Mix Driveways 28 ►/ Reporting Of Tonnage Of Recycled Materials 29 ►/ Concrete Curbs 30 ►/ Concrete Sidewalks And Driveways 31 // Sodding 32 ❑ Seeding 33 ❑ Storm Manholes, Inlets, Catch Basins Or Other Storm Structures 34 .1 Material Used 35 0 Conflict Between Plans And Specifications 36 a Street Signs 37 a AudioNideo Recording Of Work Areas 38 L Erosion And Siltation Control SectionIV.doc Page 2 of 128 5/15/2012 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section IV — Technical Specifications 39 L Utility Tie In Location Marking 40 ►1 Award Of Contract, Work Schedule And Guarantee 41 I Potable Water Mains, Reclaimed Water Mains and Appurtenances 42 n Gas System Specifications 43 ❑ Tennis Courts 44 a Work Zone Traffic Control 45 ❑ Cured -In -Place Pipe Lining 46 Specifications for Polyethylene Sliplining 47 ❑ Specifications for Polyvinyl Chloride Ribbed Pipe 48 ❑ Gunite Specifications 49 ❑ Sanitary and Storm Manhole Liner Restoration 50 a Project Information Signs 51 n In -Line Skating Surfacing System 52 Resident Notification of Start of Construction 53 ❑ Gabions and Mattresses 54 ' Lawn Maintenance Specifications 55 ■ Milling Operations 56 L Clearing and Grubbing 57 ❑ Riprap 58 ❑ Treatment Plant Safety 59 ►1 Traffic Signal Equipment and Materials 60 1 Signing And Marking 61 ►1 Roadway Lighting 62 ■ Tree Protection 63 ❑ Project Web Pages 64 ►1 Overhead Electric Line Clearance 2 FIELD ENGINEERING 2.1 LINE AND GRADE SHALL BE PERFORMED BY THE CONTRACTOR The Contractor shall provide and pay for field engineering service required for the project. Such work shall include survey work to establish lines and levels and to locate and lay out site improvements, structures, and controlling lines and levels required for the construction of the work. Also included are such Engineering services as are specified or required to execute the Contractor's construction methods. Engineers and Surveyors shall be licensed professionals under the laws of the state of Florida. The Contractor shall provide three (3) complete sets of As- built Survey to the Engineer prior to final payment being made as outlined in Section III (General Conditions), Article 6.11.2 of these Contract Documents. 2.1.1 GRADES, LINES AND LEVELS Existing basic horizontal and vertical control points for the project are those designated on the Drawings or provided by the City. Control points (for alignment only) shall be established by the Engineer. The Contractor shall locate and protect control points prior to starting site work and shall preserve all permanent reference points during construction. In working near any permanent property corners or reference markers, the Contractor shall use care not to remove or SectionlV.doc Page 3 of 128 5/15/2012 Section IV — Technical Specifications disturb any such markers. In the event that markers must be removed or are disturbed due to the proximity of construction work, the Contractor shall have them referenced and reset by a Land Surveyor qualified under the laws of the state of Florida. 2.1.2 LAYOUT DATA The Contractor shall layout the work at the location and to the lines and grades shown on the Drawings. Survey notes indicating the information and measurements used in establishing locations and grades shall be kept in notebooks and furnished to the Engineer with the record drawings for the project. 2.2 LINE AND GRADE SHALL BE PERFORMED BY THE CITY At the completion of all work the contractor shall be responsible to have furnished to the project inspector a replacement of the wooden lath and stakes used in the construction of this project. Excessive stake replacement caused by negligence of Contractor's forces, after initial line and grade have been set, as determined by the City Engineer, will be charged to the Contractor at the rate of $100.00 per hour. Time shall be computed for actual time on the project. All time shall be computed in one -hour increments. Minimum charge is $100.00. The City will generate the project Record construction drawings. 3 DEFINITION OF TERMS For the purpose of these Technical Specifications, the definition of terms from SECTION III, ARTICLE 1 - DEFINITIONS of these Contract Documents shall apply. For the purpose of the Estimated Quantities, the Contractor's attention is called to the fact that the estimate of quantities as shown on the Proposal Sheet is approximate and is given only as a basis of calculation upon which the award of the contract is to be made. The City does not assume any responsibility that the final quantities will remain in strict accordance with estimated quantities nor shall the contractor plead misunderstandings or deception because of such estimate of quantities or of the character or location of the work or of other conditions or situations pertaining thereto. 3.1 REFERENCE STANDARDS Reference to the standards of any technical society, organization, or associate, or to codes of local or state authorities, shall mean the latest standard, code, specification, or tentative standard adopted and published at the date of receipt of bids, unless specifically stated otherwise. 3.2 ABBREVIATIONS AND SYMBOLS Abbreviations used in the Contract Documents are defined as follows: AA Aluminum Association, Inc. AAMA Architectural Aluminum Manufacturers' Association AASHTO American Association of State Highway and Transportation Officials ACI American Concrete Institute AISI American Iron and Steel Institute AMA Acoustical Materials Association AMCA Air Moving and Conditioning Association, Inc. SectionlV.doc Page 4 of 128 5/15/2012 Section IV — Technical Specifications ANSI American National Standards Institute APA American Plywood Association ASAE American Society of Agricultural Engineers ASCE American Society of Civil Engineers ASHRAE American Society of Heating Refrigerating and Air Conditioning ASME American Society of Mechanical Engineers ASSE American Society of Sanitary Engineering ASTM American Society for Testing and Materials AWG American Wire Gauge AWMA Aluminum Window Manufacturer's Association AWS American Welding Society AWWA American Water Works Association CFR Code of Federal Regulations CISPI Cast Iron Soil Pipe Institute CRSI Concrete Reinforcing Steel Institute CS Commercial Standards and National Bureau of Standards DEP Department of Environmental Protection (Florida) DOT Department of Transportation (Florida) EPA Environmental Protection Agency FAC Florida Administrative Code FBC Florida Building Code FFPC Florida Fire Prevention Code FGC Florida Gas Code FMC Florida Mechanical Code FPC Florida Plumbing Code FedSpec Federal Specifications HI Standards of Hydraulic Institute IBBM Iron Body, Bronzed Mounted IEEE Institute of Electrical and Electronics Engineers IPS Iron Pipe Size MIL Military Specification NAAMM National Association of Architectural Metal Manufacturers NBFU National Board of Fire Underwriters NEC National Electrical Code NEMA National Electrical Manufacturers Association NFPA National Fire Protection Association NPT National Pipe Thread NWMA National Woodwork Manufacturers' Association PCA Portland Cement Association PCI Prestressed Concrete Institute SBC Standard Building Code (SBCCI) SBCCI Southern Building Code Congress International, Inc. SDI Steel Door Institute SFPC Standard Fire Prevention Code (SBCCI) SGC Standard Gas Code (SBCCI) SJI Steel Joist Institute SMACCNA Sheet Metal and Air Conditioning Contractors' National SectionlV.doc Page 5 of 128 5/15/2012 Section IV — Technical Specifications Association SMC Standard Mechanical Code (SBCCI) SPC Standard Plumbing Code (SBCCI) SPIB Southern Pine Inspection Bureau SSPC Steel Structures Painting Council TCA Title Council of America UL Underwriters' Laboratories 4 ORDER AND LOCATION OF THE WORK This article deleted. See SECTION III, ARTICLE 18 — ORDER AND LOCATION OF THE WORK. 5 EXCAVATION FOR UNDERGROUND WORK The contractor is responsible to take all necessary steps to conduct all excavation in a manner which provides for the successful completion of the proposed work while at all times maintaining the safety of the workmen, the general public and both public and private property. The contractor's methods of work will be consistent with the standard practices and requirements of all appropriate Safety Regulatory Agencies, particularly the Occupational Safety and Health Administration (OSHA) requirements for excavation. Unless otherwise specifically stated in these plans and specifications, the methods of safety control and compliance with regulatory agency safety requirements are the full and complete responsibility of the contractor. For the purposes of the Contractor's safety planning in the bidding process, the contractor is to consider all excavation to be done in the performance of this contract to be in soil classified as OSHA "Type C ". The Contractor's attention is called to specific requirements of OSHA for excavation shoring, employee entry, location of excavated material adjacent to excavation, the removal of water from the excavation, surface encumbrances and in particular the requirement of a "Competent Person" to control safety operations. The Contractor will identify his Competent Person to City staff at the start of construction. City staff are required from time to time to perform inspections, tests, survey location work, or other similar activity in an excavation prepared by the contractor. City staff in conformance with the OSHA Excavation Safety Requirements are to only enter an excavation in compliance with these OSHA standards. The City's staff reserve the option to refuse entry into the Contractor's excavation if, in the opinion of the City's staff, the entry into the Contractor's excavation is unsafe or does not conform OSHA requirements. If this circumstance occurs, the contractor must either provide the necessary safety requirements or provide alternate means for the accomplishment of the City's work at the Contractor's expense. The restoration quantities, if any, contained in the bid proposal for this contract to not contain sufficient quantities to allow the contractor to perform excavation work using strictly the "open cut" method whereby no shoring systems are used and trench side slopes are cut to conform to OSHA safety requirements without a shoring system. In addition to safety reasons, the Contractor is required to use excavation and trench - shoring methods in compliance with all safety requirements which allow the Contractor to control the amount of restoration work necessary to complete the project. Not more than one hundred (100) feet of trench shall be opened at one time in advance of the completed work unless written permission is received from the Engineer for the distance specified. For pipe installation projects, the trench shall be six (6) inches wider on each side than SectionlV.doc Page 6 of 128 5/15/2012 Section IV — Technical Specifications the greatest external horizontal width of the pipe or conduit, including hubs, intended to be laid in them. The bottom of the trench under each pipe joint shall be slightly hollowed, to allow the body of the pipe to rest throughout its length. In case a trench is excavated at any place, excepting at joints, below the grade of its bottom as given, or directed by the Engineer, the filling and compaction to grade shall be done in such manner as the Engineer shall direct, without compensation. 6 CONCRETE Unless otherwise directed, all concrete work shall be performed in accordance with the latest editions of the Design and Control of Concrete Mixtures by the Portland Cement Association, the American Concrete Institute, and FDOT's Standard Specifications. All appropriate testing shall be performed according to the American Society of Testing Materials. Unless otherwise specified, all concrete shall have fiber mesh reinforcing and have a minimum compressive strength of 3000 p.s.i. at 28 days. The cement type shall be Type I and shall conform to AASHTO M -85. The aggregate shall conform to ASTM C -33. All ready mix concrete shall conform to ASTM C -94. The slump for all concrete shall be in the range of 3" to 5 ", except when admixtures or special placement considerations are required. The Contractor shall notify the Project Inspector a minimum of 24 hours in advance of all concrete placement. All concrete shall be tested in the following manner: Placement of less than 5 cubic yards (cy) shall be tested at the Engineer's discretion. Otherwise, for each class, for each day, for every 50 cy or part thereof exceeding 5 cy, one set of 3 compressive strength cylinders will be required (1 at 7 days and 2 at 28 days). At the discretion of the Engineer, unacceptable test results may require the Contractor to provide further tests, as determined by the Engineer, to determine product acceptability, or need for removal, and compensation or denial thereof. 7 EXCAVATION AND FORMS FOR CONCRETE WORK 7.1 EXCAVATION Excavating for concrete work shall be made to the required depth of the subgrade or base upon which the concrete is to be placed. The base or subgrade shall be thoroughly compacted to a point 6" outside said concrete work before the forms are placed. Concrete shall be poured "in the dry". 7.2 FORMS Forms for concrete work shall be either wood or metal (except curbs, metal only, unless by written permission from Engineer). They shall be free from warps or bends, shall have a depth equal to the dimensions required for the depth of the concrete deposited against them and shall be of sufficient strength when staked to resist the pressure of concrete without moving or springing. 8 REINFORCEMENT When required, reinforcement shall be placed in the concrete work. Bar reinforcement shall be deformed: ASTMA -A 615, steel shall be billet Intermediate or Hard Grade: Rail Steel SectionlV.doc Page 7 of 128 5/15/2012 Section IV — Technical Specifications A.A.S.H.T.O. M42. Twisted Bars shall not be used, Fabric Reinforcement shall conform to the requirements of AASHTO M55 (ASTM A185). Welded deformed steel wire fabric for Concrete reinforcement shall meet the requirements of AASHTO M 221 (ASTM A497). Epoxy coated reinforcing Steel Bars shall meet ASTM 775/A77 M -86 requirements. 8.1 BASIS OF PAYMENT Reinforcement shall not be paid for separately. The cost of such work shall be included in the contract unit price for the item of work specified. 9 OBSTRUCTIONS Any pipes, conduits, wires, mains, footings, driveways, or other structures encountered shall be carefully protected from injury or displacement. Any damage thereto shall be fully, promptly, and properly repaired by the Contractor to the satisfaction of the Engineer and the owner thereof. Should it become necessary to change the position of water or gas or other pipes, sewer drains, or poles, the Engineer shall be at once notified of the locality and circumstances, and no claims for damages arising from the delay in adjusting the pipe, sewer drains or poles shall be made. Failure of the plans to show the location, nature or extent of any existing structures or obstructions shall not be the basis of a claim for extra work. Any survey monument or benchmark which must be disturbed shall be carefully referenced before removal, and unless otherwise provided for, shall be replaced upon completion of the work by a registered land surveyor. Any concrete removed due to construction requirements shall be removed to the nearest expansion joint or by saw cut. Contractor shall consult Inspector for the approved means. 10 RESTORATION OR REPLACEMENT OF DRIVEWAYS, CURBS, SIDEWALKS AND STREET PAVEMENT Driveways, sidewalks, and curbs destroyed or damaged during construction shall be replaced and shall be the same type of material as destroyed or damaged, or to existing City Standards, whichever provides the stronger repair. All street pavement destroyed or damaged shall be replaced with the same type of material, to existing City Standards, unless the existing base is unsuitable as determined by the Engineer, then the base shall be replaced with City approved material. All replaced base shall be a minimum 8" compacted thickness, or same thickness as base destroyed plus 2 ", if over 6 ", and compacted to 98% of maximum density per AASHTO T- 180. Unless called for in the proposal as separate bid items, cost of the above work including labor, materials and equipment required shall be included in the bid price per lineal foot of main or square yard of base. The bid price for street pavement, restoration or replacement when called for in the proposals, shall include all materials, labor and equipment required to complete the work, and shall be paid for on a square yard basis. When replacement is over a trench for utilities, the area of replacement shall be limited to twice the depth of the cut plus twice the inside diameter of the pipe. All over this will be at the Contractor's expense. The bid price for restoration or placement of driveways, curbs and sidewalks, when called for in the proposals, shall include all materials, labor and equipment required to complete the work and shall be paid for on the basis of the following units: Driveways, plant mix - per square yard: concrete - per square foot; curbs - per lineal foot; sidewalk 4" or 6" thick - per square foot. SectionlV.doc Page 8 of 128 5/15/2012 Section IV — Technical Specifications Concrete walks at drives shall be a minimum of 6" thick and be reinforced welded wire mesh (also see Articles 8 and 30). The Contractor shall notify the Project Inspector a minimum of 24 hours driveway, curb, sidewalk and street restoration and replacement work. with 6/6 X 10/10 in advance of all 11 WORK IN EASEMENTS OR PARKWAYS Restoration is an important phase of construction, particularly to residents affected by the construction progress. The Contractor will be expected to complete restoration Activities within a reasonable time following primary construction activity. Failure by the Contractor to accomplish restoration within a reasonable time shall be justification for a temporary stop on primary construction activity or a delay in approval of partial payment requests. Reasonable care shall be taken for existing shrubbery. Contractor shall replace all shrubbery removed or disturbed during construction. No separate payment shall be made for this work. The contractor shall make provision and be responsible for the supply of all water, if needed, on any and all phases of the contract work. The contractor shall not obtain water from local residents or businesses except as the contractor shall obtain written permission. Reuse water is available for the Contractor's use without charge from the City's wastewater treatment plants, provided the water is used on City of Clearwater contractual work. Details for Contractor to obtain and reuse water from the treatment plants will be coordinated at the pre - construction conference. The Contractor's use of reuse water must conform to all regulatory requirements. 12 DEWATERING 12.1 GENERAL Unless specifically authorized by the Engineer, all pipe, except subdrains, shall be laid "in the dry". The contractor shall dewater trench excavation as required for the proper execution of the work, using one or more of the following approved methods: well point system, trenched gravity underdrain system, or sumps with pumps. Well point systems must be efficient enough to lower the water level in advance of the excavation and maintain it continuously in order that the trench bottom and sides shall remain firm and reasonably dry. The well points shall be designed especially for this type of service, and the pumping unit used shall be capable of maintaining a high vacuum, and at the same time, of handling large volumes of air as well as of water. The Contractor shall be responsible for disposing of all water resulting from trench dewatering operations, and shall dispose of the water without damage or undue inconvenience to the work, the surrounding area, or the general public. He shall not dam, divert, or cause water to flow in excess in existing gutters, pavements or other structures: and to do this he may be required to conduct the water to a suitable place of discharge may be determined by the Engineer. The cost of dewatering shall be included in the unit price bid per lineal foot of pipe, or, in the case of other underground structures, in the cost of such structures. SectionlV.doc Page 9 of 128 5/15/2012 Section IV — Technical Specifications 12.2 PERMIT REQUIREMENTS 12.2.1 DEWATERING CONTROL The City of Clearwater will hold the Contractor responsible for obtaining a Generic Permit for the Discharge of Produced Groundwater from Any Non - Contaminated Site Activity prior to dewatering or discharging into the City's streets, storm sewers or waterways. Prior to discharging produced groundwater from any construction site, the contractor must collect samples and analyze the groundwater, which must meet acceptable discharge limits. The following document has been incorporated into this section for reference... 12.2.2 GENERIC PERMIT FOR THE DISCHARGE OF PRODUCED GROUND WATER FROM ANY NON - CONTAMINATED SITE ACTIVITY City Notification Procedure - Contractor must provide the City of Clearwater Environmental Department with the following information prior to beginning dewatering activities: 1) A copy of all groundwater laboratory results 2) A copy of the FDEP Notification It is recommended that the Contractor call or meet with the City Environmental staff if you have any questions. You may contact the City at 562 -4750 for direction or further assistance. STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION GENERIC PERMITOR THE DISCHARGE OF PRODUCED GROUND WATER FROM ANY NON - CONTAMINATED SITE ACTIVITY The facility is authorized to discharge produced ground water from any non- contaminated site activity which discharges by a point source to surface waters of the State, as defined in Chapter 62- 620, F.A.C., only if the reported values for the parameters listed in Table 1 do not exceed any of the listed screening values. Before discharge of produced ground water can occur from such sites, analytical tests on samples of the proposed untreated discharge water shall be performed to determine if contamination exists. Minimum reporting requirements for all produced ground water dischargers. The effluent shall be sampled before the commencement of discharge, again within thirty (30) days after commencement of discharge, and then once every six (6) months for the life of the project to maintain continued coverage under this generic permit. Samples taken in compliance with the provisions of this permit shall be taken prior to actual discharge or mixing with the receiving waters. The effluent shall be sampled for the parameters listed in Table 1. TABLE 1 Screening Values for Discharges into: Parameter Fresh Waters Coastal Waters SectionlV.doc Page 10 of 128 5/15/2012 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section IV — Technical Specifications Total Organic Carbon (TOC) 10.0 mg/I 10.0 mg/I PH, standard units 6.0 -8.5 6.5 -8.5 Total Recoverable Mercury — by Method 1631E 0.012 µg/1 0.025 µg /1 Total Recoverable Cadmium 9.3 µg /1 9.3 mil Total Recoverable Copper 2.9 1.1.g/1 2.9 µg/1 Total Recoverable Lead 0.03 mg/I 5.6 µg /1 Total Recoverable Zinc 86.0 µg/I 86.0 pg /1 Total Recoverable Chromium (Hex.) 11.0 µg /1 50.0 µg/1 Benzene 1.0 µg/1 1.0 µg /1 Naphthalene 100.0 µg/1 100.0 µg /1 If any of the analytical test results exceed the screening values listed in Table 1, except TOC, the discharge is not authorized by this permit or by the City of Clearwater. (a) For initial TOC values that exceed the screening values listed in Table 1, which may be caused by naturally occurring, high molecular weight organic compounds, the permittee may request to be exempted from the TOC requirement. To request this exemption, the permittee shall submit additional information with a Notice of Intent (NOI), described below, which describes the method used to determine that these compounds are naturally occurring. The Department shall grant the exemption if the permittee affirmatively demonstrates that the TOC values are caused by naturally occurring, high molecular weight organic compounds. (b) The NOI shall be submitted to the appropriate Department district office thirty (30) days prior to discharge, and contain the following information: 1. the name and address of the person that the permit coverage will be issued to; 2. the name and address of the facility, including county location; 3. any applicable individual wastewater permit number(s); 4. a map showing the facility and discharge location (including latitude and longitude); 5. the name of the receiving water; and 6. the additional information required by paragraph (3)(a) of this permit. (c) Discharge shall not commence until notification of coverage is received from the Department. For fresh waters and coastal waters, the pH of the effluent shall not be lowered to less than 6.0 units for fresh waters, or less than 6.5 units for coastal waters, or raised above 8.5 units, unless the permittee submits natural background data confirming a natural background pH outside of SectionlV.doc Page 11 of 128 5/15/2012 Section IV — Technical Specifications this range. If natural background of the receiving water is determined to be less than 6.0 units for fresh waters, or less than 6.5 units in coastal waters, the pH shall not vary below natural background or vary more than one (1) unit above natural background for fresh and coastal waters. If natural background of the receiving water is determined to be higher than 8.5 units, the pH shall not vary above natural background or vary more than one (1) unit below natural background of fresh and coastal waters. The permittee shall include the natural background pH of the receiving waters with the results of the analyses required under paragraph (2) of this permit. For purposes of this section only, fresh waters are those having a chloride concentration of less than 1500 mg /1, and coastal waters are those having a chloride concentration equal to or greater than 1500 mg/I. In accordance with Rule 62- 302.500(1)(a -c), F.A.C., the discharge shall at all times be free from floating solids, visible foam, turbidity, or visible oil in such amounts as to form nuisances on surface waters. If contamination exists, as indicated by the results of the analytical tests required by paragraph (2), the discharge cannot be covered by this Generic Permit. The facility shall apply for an individual wastewater permit at least ninety (90) days prior to the date discharge to surface waters of the State is expected, or, if applicable, the facility may seek coverage under any other applicable Department generic permit. No discharge is permissible without an effective permit. If the analytical tests required by paragraph (2) reveal that no contamination exists from any source, the facility can begin discharge immediately and is covered by this permit without having to submit an NOI request for coverage to the Department. A short summary of the proposed activity and copy of the analytical tests shall be sent to the applicable Department district office within one (1) week after discharge begins. These analytical tests shall be kept on site during discharge and made available to the Department if requested. Additionally, no Discharge Monitoring Report forms are required to be submitted to the Department. All of the general conditions listed in Rule 62- 621.250, F.A.C., are applicable to this Generic Permit. There are no annual fees associated with the use of this Generic Permit. 13 SANITARY MANHOLES 13.1 BUILT UP TYPE Manholes shall be constructed of brick with cast iron frames and covers as shown on the drawings. Invert channels shall be constructed smooth and semicircular in shape conforming to inside of adjacent sewer section. Changes in direction of flow shall be made in a smooth curve of as large a radius as possible. Changes in size and grade of channels shall be made gradually and evenly. Invert channels shall be formed by one of the following methods: form directly into concrete manhole base, build up with brick and mortar, lay half tile in concrete, or lay full section of sewer pipe through manhole and break out top half of pipe. The manhole floor outside of channels shall be made smooth and sloped toward channels. Free drop in manholes from inlet pipe invert to top of floor outside the channels shall not exceed twenty four inches. Standard Drop Manholes shall be constructed wherever free drop exceeds twenty four inches. Manhole steps shall not be provided. Joints shall be completely filled and the mortar shall be smoothed from inside of manholes. SectionlV.doc Page 12 of 128 5/15/2012 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section IV — Technical Specifications The entire exterior of brick manholes shall be plastered with one half inch of mortar. Brick used may be solid only. Brick shall be laid radially with every sixth course being a stretcher course. 13.2 PRECAST TYPE Precast Sanitary Manholes shall conform to this specification unless otherwise approved by the City Engineer. AASHTO M 85 Type II cement shall be used throughout with a minimum wall thickness of 5 inches. The precast sections shall conform to ASTM C 478 latest revision. Section joints shall be a tongue and groove with "ram neck" gasket or "0" ring to provide a watertight joint. Minimum concrete strength shall be 4000 psi at 28 days. Three sets of shop drawings and location inventory shall be submitted to the City Engineer for approval. Approval of shop drawings does not relieve contractor of responsibility for compliance to these specifications unless letter from contractor requesting specific variance is approved by the City Engineer. Location inventory submitted with shop drawing shall detail parts of manhole per manhole as numbered on the construction plans. All manhole parts shall be numbered or lettered before being sent to the job site to permit proper construction placement. A plan or list of the numbering system shall be present on the job site when manhole components are delivered. Precast manhole dimensions, drop entry, grout flow of channel, etc., shall be as shown on City of Clearwater Engineering Index #302 Sheets 1 and 2 of 2. Manhole sections shall be rejected if abused during shipping or placement and if pipe openings are not properly aligned. The "break in" to precast manholes for pipe entry will not be allowed. The manhole base shall be set on a pad of A 1 or A 2 Classification soil approximately five (5) inches thick to secure proper seating and bearing. 13.2.1 MANHOLE ADJUSTMENT RINGS (GRADE RINGS) Between the top of the manhole cone and the manhole cover frame, a manhole adjustment ring shall be installed. The intent of the manhole adjustment ring is to accommodate future grade changes without disturbing the manhole. See Section IV, Article 23.7 — Asphaltic Concrete — Adjustment of Manholes. 13.3 DROP MANHOLES Standard drop inlets to manholes shall be constructed of commercial pipe, fittings and specials as detailed on the drawings. 13.4 FRAMES AND COVERS Manhole frames and covers shall be set in a full bed of mortar with the top of the cover flush with or higher than finished grade as directed. Refer to Detail 301. 13.5 MANHOLE COATINGS The exterior and interior of all built up manholes shall be coated with two (2) coats of Type II Asphalt emulsion, moisture and damp proof (Specification ASTM D 1227 Type II Class I) as SectionlV.doc Page 13 of 128 5/15/2012 Section IV — Technical Specifications manufactured by W.R. Meadows Sealtite or approved equal. Interior of built up manholes which have sewers entering with a free drop or which receive discharge from a force main shall have the inside plastered with 1/2 -inch of grout and coated as precast manholes below. The exterior of all precast manholes shall have a 15 mil dry thickness of PROCO EP214 -351 Sewper Coating or approved equal. The interior shall be AGRU SUREGRIP HDPE or PP -R Liner with a minimum thickness of 2 mm. 13.6 CONNECTIONS TO MANHOLES Connections to existing sanitary manholes using approved PVC sewer main shall be made with a manhole adapter coupling by Flo Control, Inc., or approved water stop coupling. 14 BACKFILL Material for backfill shall be carefully selected from the excavated material or from other sources as may be required by the Engineer. Such material shall be granular, free from organic matter or debris, contain no rocks or other hard fragments greater than 3" in the largest dimension and all fill shall be similar material. Backfill placed around pipes shall be carefully placed around the sides and top of pipe by hand shovels and thoroughly compacted to 12" above the pipe by tamping or other suitable means. Backfill under all types of paving shall be compacted in layers not to exceed 12" in thickness unless alternate method is approved by the Engineer. Backfill shall be a minimum of 98% compaction as determined by the modified Proctor Density Test to the bottom of pavement. Backfill outside of pavement areas shall be compacted the full depth to the ground surface to a minimum of 95% compaction of AASHTO T 180 Standard Density Test. The cost of backfill shall be included in the unit price bid per lineal foot of the pipe, or, in the case of other underground structures, in the cost of such structure. 15 STREET CROSSINGS, ETC. At such crossings, and other points as may be directed by the Engineer, the trenches shall be bridged in an open and secure manner, so as to prevent any serious interruption of travel upon the roadway or sidewalk, and also to afford necessary access to public or private premises. The material used, and the mode of constructing said bridges, and the approaches, thereto, must be satisfactory to the Engineer. The cost of all such work must be included in the cost of the trench excavation. 16 RAISING OR LOWERING OF SANITARY SEWER, STORM DRAINAGE STRUCTURES Sanitary Sewer or Storm Drainage Structures shall be raised or lowered as indicated on the plans or as indicated by the Engineer. 16.1 BASIS OF PAYMENT Payment, unless covered by a bid item, shall be included in the cost of the work. SectionlV.doc Page 14 of 128 5/15/2012 Section IV — Technical Specifications 17 UNSUITABLE MATERIAL REMOVAL All unsuitable material, such as muck, clay, rock, etc., shall be excavated and removed from the site. All material removed is property of the Contractor, who shall dispose of said material off - site at his expense. The limits of the excavation shall be determined in the field by the Engineer. 17.1 BASIS OF MEASUREMENT The basis of measurement shall be the amount of cubic yards of unsuitable material excavated and replaced with suitable material as determined by either cross sections of the excavation, truck measure, or lump sum as specified in the Scope of Work and Contract Proposal. 17.2 BASIS OF PAYMENT The unit price for the removal of unsuitable material shall include: all materials, equipment, tools, labor, disposal, hauling, excavating, dredging, placing, compaction, dressing surface and incidentals necessary to complete the work. If no pay item is given, the removal of unsuitable material shall be included in the most appropriate bid item. 18 UNDERDRAINS The Contractor shall construct sub - surface drainage pipe as directed in the Contract Scope of Work and detail drawings contained in the Project construction plans. In general, underdrain pipe shall be embedded in a bed of #6 FDOT crushed aggregate, located behind the back of curb and aggregate surface covered with a non - degradable fibrous type filter material. A #57 aggregate may be used in lieu of #6 if it is washed and screened to remove fines. The aggregate may be stone, slag or crushed gravel. Unless otherwise noted on the plans, underdrain pipe shall be 8" diameter, polyvinyl chloride pipe, in conformance with ASTM F -758 "Standard Specification For Smooth Wall PVC Underdrain Systems for Highways" latest revision, minimum stiffness of 46 in conformance with ASTM D2412, perforations in conformance with AASHTO M -189 described in FDOT Section 948 -4.5 or latest revision and in conformance with ASTM D3034 - SDR 35. Alternate acceptable underdrain pipe material is Contech A -2000 which is a rigid PVC pipe exceeds ASTM Specifications D1784, minimum cell classification of 12454B or 12454C, manufactured per ASTM F949 -93a, minimum pipe stiffness of 50 psi, with no evidence of splitting, cracking or breaking when pipe is tested in accordance with ASTM D2412 at 60% flatting and with a double gasket joint. Underdrain pipe placed beneath existing driveways and roadways shall be non - perforated pipe with compacted backfill. All poly - chloride pipe which has become deteriorated due to exposure to ultra violet radiation shall be rejected. Where ductile iron pipe is specified, pipe material shall be the same as specified for potable water pipe in these technical specifications. All underdrain aggregate shall be fully encased in a polyester filter fabric "sock" (Mirafi 140 -N or approved equal) per the construction detail drawings. 18.1 BASIS OF MEASUREMENT Measurement shall be the number of lineal feet of 8" Sub -drain in place and accepted. SectionlV.doc Page 15 of 128 5/15/2012 Section IV — Technical Specifications 18.2 BASIS OF PAYMENT Payment shall be based upon the unit price per lineal foot for underdrain as measured above, which shall be full compensation for all work described in this section of the specifications and shall include all materials, equipment, and labor necessary to construct the underdrain (specifically underdrain pipe, aggregate and filter fabric). Underdrain clean -outs, sod, driveway, road and sidewalk restoration shall be paid by a separate bid item. 19 STORM SEWERS All storm drain pipe installed within the City of Clearwater shall be reinforced concrete unless otherwise specified or approved by the City Engineer. Said pipe shall comply with Section 941 of the current FDOT Specifications. All reinforced concrete pipe joints shall be wrapped with Mirafi 140N filter fabric or equivalent (as approved by the City Engineer). The cost for all pipe joint wraps shall be included in the unit price for the pipe. All pipe, just before being lowered into a trench, is to be inspected and cleaned. If any difficulty is found in the fitting the pieces together, this fitting is to be done on the surface of the street before laying the pipe, and the tops plainly marked in the order in which they are to be laid. No pipe is to be trimmed or chipped to fit. Each piece of pipe is to be solidly and evenly bedded, and not simply wedged up. Before finishing each joint, some suitable device is to be used to find that the inverts coincide and pipe is clear throughout. 19.1 AS BUILT INFORMATION The Contractor shall submit to the Engineer the stations and left or right offsets of all manholes, inlet structures and terminals ends of subdrains, as measured from the nearest downstream manhole along the centerline of the sewer along with the elevations of the north edge of manhole cover, inverts of all pipe in structures, and the flow line of inlets. (Gutter) 19.2 TESTING The Contractor shall take all precautions to secure a perfectly watertight sewer under all conditions. At the discretion of the City Engineer or his designee, the watertightness of a sewer which has a crown lying below groundwater level may be tested by measuring the infiltration. The watertightness of sewers having crowns lying above groundwater level may be tested by filling the pipe with water so as to produce a hydrostatic head of two feet or more above the crown of the sewer at the upper end of the test section of the water table outside of the sewer, whichever is higher, and then measuring the exfiltration. In no case shall the infiltration or exfiltration exceed 150 gallon per inch of diameter per mile per day. The Contractor shall furnish all labor, materials and equipment to test the amount of infiltration or exfiltration under the Engineer's direction. Where the infiltration or exfiltration is excessive the Contractor at his own expense shall take the necessary steps to remedy such conditions by uncovering the sewer, remaking the joints or by replacing the entire length of sewer as required by the Engineer. No trench made joints may be backfilled until after they have been tested and found to be acceptable. Care shall be taken to avoid flotation. The above tests shall be performed at the discretion of the Engineer on any or all sections of the line. SectionlV.doc Page 16 of 128 5/15/2012 Section IV — Technical Specifications 19.3 BASIS OF PAYMENT Payment shall be the unit price per lineal foot for storm sewer pipe in place and accepted, measured along the centerline of the storm sewer pipe to the inside face of exterior walls of storm manholes or drainage structures and to the outside face of endwalls. Said unit price includes all work required to install the pipe (i.e. all materials, equipment, filter fabric wrap, labor and incidentals, etc.). 20 SANITARY SEWERS AND FORCE MAINS 20.1 MATERIALS 20.1.1 GRAVITY SEWER PIPE GRAVITY SEWER PIPE SHALL BE POLYVINYL CHLORIDE OR DUCTILE IRON. Polyvinyl chloride pipe and fittings shall conform with ASTM specification D 3034 for S.D.R. 35. Sewer pipe with more than 10 feet of cover shall be SDR 26. The pipe shall be plainly marked with the above ASTM designation. The bell end of joints and fittings shall have a rubber sealing ring to provide a tight flexible seal in conformance with ASTM D 3212 76. The laying length of pipe joints shall be a maximum of 20 -feet. Unless otherwise noted in these specifications or construction plans, Ductile Iron pipe and fittings for gravity sewer shall conform to Section 41 of these Technical Specifications for DIP water main except pipe shall be interior "polylined" in accordance with manufacturer's recommendations. Where sanitary sewer main is to be placed between building lots in a sideline easement, the sewer main shall, insofar as possible, be constructed without manholes or lateral connections within the side easement. The pipe material in the side easement between streets shall be C 900, SDR 18 polyvinyl chloride water main pipe as described in Technical Section 41. A two -way cleanout shall be installed on each lateral at the property line. 20.1.2 FORCE MAIN PIPE FORCE MAIN PIPE SHALL BE POLYVINYL CHLORIDE OR DUCTILE IRON. Unless otherwise noted in the specifications or construction plans, both polyvinyl chloride and ductile iron force main pipe and fittings shall conform to Section 41 of these Technical Specifications for water main pipe except that DIP shall be "polylined" in accordance with manufactures recommendations. All polyvinyl chloride pipe which has become deteriorated due to exposure to ultra violet radiation shall be rejected. 20.2 INSTALLATION 20.2.1 GRAVITY SEWER PIPE Installation of gravity sewer pipe shall be in conformance with recommended practices contained in ASTM D 2321 and Unibell UNI B 5. The bottom trench width in an unsupported trench shall be limited to the minimum practicable width (typically pipe OD plus 8 to l2 -inch on each side) allowing working space to place and compact the haunching material. The use of trench boxes and movable sheeting shall be SectionlV.doc Page 17 of 128 5/15/2012 Section IV — Technical Specifications performed in such a manner that removal, backfill and compaction will not disturb compacted haunching material or pipe alignment. Dewatering of the trench bottom shall be accomplished using adequate means to allow preparation of bedding, placement of the haunching material and pipe in the trench without standing water. Dewatering shall continue until sufficient backfill is placed above the pipe to prevent flotation or misalignment. Where pipe bedding is insufficient to adequately support pipe, the contractor will be required to remove unsuitable material and bed pipe in Class I material (1/2" Dia. aggregate) to provide firm support of pipe. Connections to manholes with sanitary pipe shall use a joint 2 feet in length and shall use an approved water stop around pipe joint entry. The laterals shown on the plans do not necessarily reflect exact locations. The contractor is required to locate all existing laterals for reconnection and to coordinate with the construction inspector the location of all new laterals. 20.2.2 FORCE MAIN PIPE Installation of force main pipe shall be in conformance with Section 41 of these Technical Specifications for water main pipe. 20.3 AS BUILT DRAWINGS The contractor shall submit to the Engineer a marked set of "As Built" construction drawings describing both the stations and left or right offset of all lateral terminal ends as measured from the nearest downstream manhole along the center line of the sewer main. The as built drawings will also describe elevations of the north edge of the manhole cover rings and inverts of all main pipes in manholes. 20.4 TESTING 20.4.1 TESTING OF GRAVITY SEWERS The Contractor shall take all precautions to secure a perfectly water tight sewer under all conditions. The water tightness of a sewer which has a crown lying below groundwater level may be tested by measuring infiltration. The water tightness of sewers having crowns lying above groundwater level may be tested by filling the pipe with water so as to produce a hydrostatic head of two feet or more above the crown of the sewer at the upper end of the test section or the water table outside of the sewer, whichever is higher, and then measuring the exfiltration. In no case shall the infiltration or exfiltration exceed 50 gallon per inch of diameter per mile per day. The Contractor shall furnish all labor, materials and equipment to test the amount of infiltration or exfiltration under the Engineer's direction. Where the infiltration or exfiltration is excessive, the Contractor at his own expense shall take the necessary steps to remedy such conditions by uncovering the sewer, remaking the joints or by replacing the entire length of sewer as required by the Engineer. No such repaired joints may be backfilled until after they have been tested and found to be acceptable. Care shall be taken to avoid flotation. The Contractor shall TV inspect all mains to verify the true and uniform grade and the absence of bellies or dropped joints prior to acceptance. Any infiltration, dips or sags of more than 1/4- inches shall be cause for rejection. SectionlV.doc Page 18 of 128 5/15/2012 1 ' Section IV — Technical Specifications The above tests shall be performed at the discretion of the Engineer on any or all sections of the line. 20.4.2 TESTING OF FORCE MAINS ' Force mains shall be tested under a hydrostatic pressure of 150 P.S.I. for two (2) hours, as described in Section 41.04 of these Technical Specifications for the testing of water mains. 20.5 BASIS OF PAYMENT ' 20.5.1 GRAVITY SEWER PIPE ' Payment for in place sanitary sewer gravity main pipe shall be the unit price per lineal foot per appropriate range of depth of cut as contained in the contract proposal. Measurement for payment shall be along the centerline of the sewer main from center to center of manholes. ' Payment for laterals shall be the unit price per lineal foot of pipe as measured from the centerline of the sewer main pipe to the terminal end of the lateral pipe including a two -way cleanout at the property line. 1 Payment for sewer pipe shall include all labor, equipment and materials necessary to complete the installation. This shall include clearing and grubbing, excavation, shoring and dewatering, backfill and grading. ' 20.5.2 FORCE MAIN PIPE Payment and measurement of force main pipe shall be the same as described in Section 41 of these Technical Specifications for water main pipe. ' 21 DRAINAGE The Contractor shall provide proper outlet for all water courses and drains interrupted during the progress of the work and replace them in as good condition as he found them. 22 ROADWAY BASE AND SUBGRADE ' 22.1 BASE This specification describes the construction of roadway base and subgrade. The Contractor shall refer to Section IV, Article 1 "Scope of Work" of the city's Contract Specifications for additional 1 roadway base and subgrade items. Roadway base shall be 8" compacted minimum thickness unless otherwise noted on the plans or ' directed by the Engineer. The subgrade shall be 12" compacted minimum thickness with a minimum Limerock Bearing Ratio (LBR) of 40 unless otherwise noted on the plans or directed by the Engineer. The Contractor shall obtain from an independent testing laboratory a Proctor ' and an LBR for each type material. The Contractor shall also have an independent testing laboratory perform all required density testing. Where unsuitable material is found within the limits of the base, Section IV, Article 17 (Unsuitable Material Removal) of the city's Contract Specifications will apply. Once the roadway base is completed, it shall be primed that same day (unless otherwise directed by the Engineer) per Section 300 of FDOT's Standard Specifications (latest edition). Repairs SectionlV.doc Page 19 of 128 5/15/2012 Section IV — Technical Specifications required to the base that result from a failure to place the prime in a timely manner shall be done to the City's satisfaction, and at the Contractor's expense. No paving of the exposed base can commence until the City approves the repaired base. The cost for placement of prime material shall be included in the bid item for base. The Contractor shall notify the Project Inspector a minimum of 24 hours in advance of all base and subgrade placement or reworking. The following base materials are acceptable: 1. SHELL BASE: Shell base shall be constructed in accordance with Sections 200 and 913 of FDOT's Standard Specifications (latest edition), and shall have a minimum compacted thickness as shown on the plans. The shell shall be FDOT approved. The cost of the prime coat shall be included in the bid item price for base. 2. LIMEROCK BASE: Limerock base shall be constructed in accordance with Sections 200 and 911 of FDOT's Standard Specifications (latest edition), and shall have a minimum compacted thickness as shown on the plans. The limerock shall be from a FDOT approved certified pit. The cost of the prime coat shall be included in the bid item price for base. 3. CRUSHED CONCRETE BASE: Crushed concrete base shall be constructed in accordance with Sections 204 and 901 of FDOT's Standard Specifications (latest edition), and shall have a minimum compacted thickness as shown on the plans. The crushed concrete material shall be FDOT approved. The Contractor shall provide certified laboratory tests on gradation to confirm that the crushed concrete base material conforms to the above specifications. The LBR shall be a minimum of 185. LBR and gradation tests shall be provided to the city by the Contractor once a week for continuous operations, or every 1000 tons of material, unless requested more frequently by the City Engineer or designee. The cost of the prime coat shall be included in the bid item price for base. 4. SOIL CEMENT BASE: Unless otherwise noted, soil cement base shall be constructed in accordance with Section 270 of FDOT's 2000 Standard Specifications, and shall have a minimum compacted thickness as shown on the plans. An Asphalt Rubber Membrane Interlayer (ARMI) shall be included in the pavement design per Section 341 of FDOT's Standard Specifications (latest edition) to minimize reflective cracking unless otherwise noted in the project plans and specifications. The ARMI layer shall be overlaid with asphalt on the same day it is placed for the Contractor to receive full compensation for the work. The soil cement base design shall be by a certified lot under the direction of a Registered Florida Professional Engineer, and must be approved by the City Engineer. Said design shall provide for a minimum of 300 P.S.I. in seven days. All plant mixed soil cement shall be certified by a registered laboratory that has been approved by the Engineer. The only approved method for spreading the cement is the use of a spreader box. The use of a spreader bar for spreading cement will not be allowed. The applying of the cement shall not be allowed when the wind velocity is sufficient to jeopardize material interests (i.e. vehicles, etc.) from airborne cement particles. The density testing frequency shall be at the discretion of the registered Florida Professional Engineer responsible for the soil cement design. SectionlV.doc Page 20 of 128 5/15/2012 Section IV — Technical Specifications 5. ASPHALT BASE: Full depth asphalt base shall be constructed in accordance with Section 280 of FDOT's 2000 Standard Specifications, and shall have a minimum compacted thickness as shown on the plans. The cost for preparation, placement and compaction shall be included in the per ton unit cost for asphalt unless otherwise noted in the project scope and plans. The cost of the tack coat shall be included in the bid item price for asphalt or base. 6. REWORKED BASE: When the plans call for the working of the existing base, the finished reworked base shall have a minimum compacted thickness of 8" unless otherwise shown on the plans or directed by the Engineer, and be constructed in accordance with the applicable FDOT requirements for the type of material used. The density requirements (except for asphalt and soil cement base) shall be per Section 200 -7 of FDOT's Standard Specifications (latest edition). For asphalt, the density requirements are per Section 330 -11 and for soil cement per Section 270 -5 of FDOT's 2000 Standard Specifications. 22.1.1 BASIS OF MEASUREMENT FOR BASE AND REWORKED BASE The basis of measurement shall be the number of square yards of base in place and accepted as called for on the plans. The maximum allowable deficiency shall be a half -inch (1/2 "). Areas deficient in thickness shall either be fixed by the Contractor to within acceptable tolerance, or if so approved in writing by the City Engineer, may be left in place. No payment, however, will be made for such deficient areas that are left in place. 22.1.2 BASIS OF PAYMENT FOR BASE AND REWORKED BASE The unit price for base shall include: all materials, roadbed preparation, placement, spreading, compaction, finishing, prime, base, subgrade (unless the plans specify a separate pay item), stabilization, mixing, testing, equipment, tools, hauling, labor, and all incidentals necessary to complete the work. Payment for asphalt base shall be included in the per ton unit cost for asphalt unless otherwise noted in the project scope and plans. 22.2 SUBGRADE All subgrade shall be stabilized and constructed in accordance with Sections 160 and 914 of FDOT's Standard Specifications (latest edition) unless otherwise noted herein. All subgrade shall have a minimum compacted thickness of 12" unless otherwise shown on the plans or directed by the Engineer. If limerock is used, it shall also meet the requirements of Section 911 of FDOT's Standard Specifications (latest edition). Where unsuitable material is found within the limits of the subgrade, Section IV, Article 17 (Unsuitable Material Removal) of the city's Contract Specifications will apply. The extent of said removal shall be determined by the Engineer in accordance with accepted construction practices. The Contractor is responsible for clearing, grading, filling, and removing any trees or vegetation in the roadbed below the subgrade to prepare it per the plans. The cost of this work shall be included in the unit price for base or subgrade. The Contractor shall obtain from an independent testing laboratory the bearing value after the mixing of materials for the stabilized subgrade. 22.2.1 BASIS OF MEASUREMENT The basis of measurement shall be the number of square yards of stabilized subgrade in place and accepted as called for on the plans. The maximum allowable deficiency for mixing depth SectionlV.doc Page 21 of 128 5/15/2012 Section IV — Technical Specifications shall be per Section 161 -6.4 of FDOT's 2000 Standard Specifications. Acceptable bearing values shall be per Section 160 -7.2 of FDOT's 2000 Standard Specifications. Areas deficient in thickness or bearing values shall either be corrected by the Contractor to within acceptable tolerance, or if so approved in writing by the City Engineer, may be left in place. No payment, however, will be made for such deficient areas that are left in place (latest edition). 22.2.2 BASIS OF PAYMENT The unit price for subgrade shall include: roadbed preparation, placement, spreading, compaction, finishing, testing, stabilizing, mixing, materials, hauling, labor, equipment and all incidentals necessary to complete the work. If no pay item is given, subgrade shall be included in the bid item for base. 23 ASPHALTIC CONCRETE MATERIALS This specification is for the preparation and application of all S -Type Marshall Mix Design asphaltic concrete materials co roadway surfaces unless otherwise noted. 23.1 ASPHALTIC CONCRETE 23.1.1 AGGREGATE All aggregates shall be obtained from an approved FDOT source and shall conform to Sections 901 through 915 of FDOT's 2000 Standard Specifications. 23.1.2 BITUMINOUS MATERIALS All bituminous materials shall conform to Section 916 of FDOT's 2000 Standard Specifications. 23.2 HOT BITUMINOUS MIXTURES - PLANT, METHODS, EQUIPMENT & QUALITY ASSURANCE The plant and methods of operation used to prepare all asphaltic concrete and bituminous materials shall conform to the requirements of Section 320 of FDOT's Standard Specifications (latest edition). Unless otherwise noted, all acceptance procedures and quality control /assurance procedures shall conform to the requirements of Section 330 of FDOT's 2000 Standard Specifications. The Contractor shall note that the City shall have the right to have an independent testing laboratory select, test, and analyze, at the expense of the City, test specimens of any or all materials to be used. Tests to 3e performed by the independent testing laboratory every 1000 tons include, but are not limited to, Marshall stability and flow, extraction /gradation and cores to determine density and thickness. The results of such tests and analyses shall be considered, along with the tests or analyses made by the Contractor, to determine compliance with the applicable specifications for the materials so tested or analyzed. The Contractor hereby understands and accepts that wherever any portion of the work is discovered, as a result of such independent testing or investigation by the City, which fails to meet the requirements of the Contract documents, all costs of such independent inspection and investigation as well as all costs of removal, correction, reconstruction, or repair of any such work shall be borne solely by the Contractor. Payment reductions for asphalt related items shall be determined by the following: SectionlV.doc Page 22 of 128 5/15/2012 1 1 1 1 1 1 1 a 1 Section IV — Technical Specifications 1. Density per Section 330 -11 of FDOT's 2000 Standard Specifications. 2. Final surface or friction course tolerances per Section 330 -13 of FDOT's 2000 Standard Specifications. 3. Thickness will be determined from core borings. Deficiencies of 1/4" or greater shall be corrected by the Contractor, without compensation, by either replacing the full thickness for a length extending at least 25' from each end of the deficient area, or when the Engineer allows for an overlay per Section 330 - 15.2.3 of FDOT's Standard Specifications 2000 edition. In addition, for excesses of 1/4" or greater, the Engineer will determine if the excess area shall be removed and replaced at no compensation, or if the pavement in question can remain with payment to be made based on the thickness specified in the contract. The Contractor shall notify the Project Inspector a minimum of 24 hours in advance of the placement of all asphalt. 23.3 ASPHALT MIX DESIGNS AND TYPES All asphalt mix designs shall conform to the requirements of Sections 331 and 337 of FDOT's 2000 Standard Specifications. All asphalt mix designs shall be approved by the Engineer PRIOR to the commencement of the paving operation. Reclaimed asphalt pavement (RAP) material may be substituted for aggregate in the asphaltic concrete mixes up to 25% by weight. 23.4 ASPHALT PAVEMENT DESIGNS AND LAYER THICKNESS All asphalt pavement designs shall conform to the following requirements: Table 1: Layer Thickness for Asphalt (Layers Are Listed in Sequence of Construction) COURSE THICKNESS (Inches) LAYER THICKNESS (Inches) Type S —I Type S —I with Type S —III Top Layer Type S —III FC -3 Type S —III with FC -3 Top Layer Type S —I with FC -3 Top Layer 1st 2nd 1st 2nd 1st 2nd 1st 2nd 1st 2nd 1st 2nd 1 1 1 1'/2 1'/2 2 11/4 3/4 * 1 1 2''A 11/4 11/4 1'/2 1 1'/2 1 3 1'/2 1'/2 2 1 2 1 * At the Engineer's discretion, 2" of S -III is acceptable for use on residential streets Additional Notes: 1. Type S —III shall be limited to the final (top) structural layer (one layer only). SectionlV.doc Page 23 of 128 5/15/2012 Section IV — Technical Specifications 2. All asphalt pavement designs shall conform to the requirements of Sections 331 and 337 of FDOT's 2000 Standard Specifications. 3. All pavement designs shall include a minimum of two inches of asphalt. 4. The Contractor shall be responsible to review the project plans for complete pavement design detail. 5. Unless otherwise specified on the plans, Type S —III per Section 331 of FDOT's 2000 Standard Specifications shall be used as final riding surface on streets with the speed limit of less than 35 mph, streets with an average daily traffic (ADT) of less than 3000, and all residential streets. 6. An FC -3 friction course per Section 337 of FDOT's 2000 Standard Specifications shall be used on streets with a speed limit of 35 mph or greater, and streets with an ADT of 3000 or greater. 23.5 GENERAL CONSTRUCTION REQUIREMENTS The general construction requirements for all hot bituminous pavements (including limitations of operations, preparation of mixture, preparation of surface, placement and compaction of mixture, surface requirements, correction of unacceptable pavement, etc.) shall be in accordance with Section 330 of FDOT's 2000 Standard Specifications. 23.6 CRACKS AND POTHOLE PREPARATION 23.6.1 CRACKS Cracks in roadway pavement shall be repaired prior to the application of asphaltic concrete by the following steps: 1. All debris to be removed from cracks by compressed air or other suitable method. 2. Apply a multiple layered application of bituminous binder and fine aggregate, as appropriate to the depth of the crack until the void of the crack is completely filled to the level of the surrounding roadway surface. 3. If application of asphaltic concrete is not to begin immediately after crack repair, cracks are to be sanded to prevent vehicular tracking. 4. Payment for crack filling shall be included in the unit price for asphaltic concrete. 23.6.2 POTHOLES Potholes shall be repaired prior to the application of asphaltic concrete by the following steps: 1. All debris is to be removed from potholes by hand, sweeping, or other suitable method. 2. A tack coat is to be applied to the interior surface of the pothole. 3. The pothole is to be completely filled with asphaltic concrete, and thoroughly compacted. 4. Payment for pothole preparation shall be included in the unit price for asphaltic concrete. SectionlV.doc Page 24 of 128 5/15/2012 Section IV — Technical Specifications 23.7 ADJUSTMENT OF MANHOLES The necessary adjustments of sanitary sewer and storm drain manholes and appurtenances shall be accomplished by the Contractor. The Contractor shall be paid on a per unit basis for each item. The use of manhole adjustment risers is acceptable under the following conditions: The riser shall meet or exceed all FDOT material, weld, and construction requirements. The riser shall consist of an A -36 hot rolled steel meeting or exceeding the minimum requirements of A.S.T.M. A -36. The riser shall be a single piece with a stainless steel adjustment stud and shall have a rust resistant finish. The use of cast iron, plastic, or fiberglass risers is not permitted. In addition, the installation of each riser shall be per manufacturer's specifications. Each manhole shall be individually measured, and each riser shall be physically marked to ensure that the proper riser is used. Also, the ring section shall be cleaned, and a bead of chemically resistant epoxy applied to the original casting, prior to installation of the riser. It is the Contractors responsibility to ensure that the manholes are measured, the risers are physically marked, the ring sections are thoroughly cleaned, and that the epoxy is properly applied prior to installation of each riser. If risers are not used, the adjustment of manholes shall be accomplished by the removal of pavement around manhole, grade adjustment of ring and cover, and acceptable replacement and compaction of roadway materials prior to paving. A full depth backfill using asphalt is acceptable. The use of Portland cement for backfill is not acceptable. All manhole and valve adjustments shall be accomplished prior to the application of final asphaltic concrete surface. Unless otherwise noted in the specs or on the plans, the paving operation shall occur within seven (7) calendar days from the completion of the adjustment. On arterial roadways, the manholes are to be ramped with asphalt during the time period between initial adjustment and final resurfacing. Water and gas valves, sewer cleanouts, valve boxes, tree aeration vents, etc. will be adjusted by the Contractor with the cost for this work to be included in the unit cost of the asphalt. Care must be taken around said appurtenances to ensure that they are not paved over. It is the Contractor's responsibility to inform the owners of all utilities of impending work and coordinate their adjustments so they are completed prior to the scheduled paving. 23.8 ADDITIONAL ASPHALT REQUIREMENTS 1. All impacted radius returns within project limits shall be paved unless otherwise directed by the Construction Inspector or Engineer, with payment to be included in the per ton bid item for asphalt. 2. All pavement markings impacted by placement of asphalt shall be replaced prior to the road being open to traffic unless otherwise noted in the contract scope and plans. 3. All project related debris shall be hauled off the job site by the Contractor in a timely manner and at their own expense in conformance with all regulatory requirements. 4. The Contractor shall pay particular attention to sweeping when paving. Prior to paving, all construction areas shall be swept with a Municipal type sweeper (either vacuum or mechanical type) that picks up and hauls off, dust and dirt. The sweeper must be equipped with its own water supply for pre- wetting to minimize dust. Moreover, the SectionlV.doc Page 25 of 128 5/15/2012 Section IV — Technical Specifications Contractor shall sweep debris off of sidewalks, driveways, curbs and roadways each day before leaving the job site. 5. The application of tack and prime coats (either required or placed at the Engineer's discretion) shall be placed per Section 300 of FDOT's Standard Specifications (latest edition). Tack shall also be applied to the face of all curbs and driveways. The cost (including heating, hauling and applying) shall be included in the per ton bid item for asphalt, unless otherwise noted in the project scope and plans. 6. Leveling course and spot patching shall be applied to sections of the road as noted on the plans, or as directed by the Engineer, per Section 330 of FDOT's 2000 Standard Specifications. The cost shall be included in the per ton unit cost for asphalt, unless otherwise noted in the project scope and plans. 7. If an asphalt rubber binder is required, it shall conform to the requirements of Section 336 of FDOT's 2000 Standard Specifications. 8. On all streets with curb and gutter, the final compacted asphalt shall be '/4" above the lip or face of said curb per City Index 101. 23.9 SUPERPAVE ASPHALTIC CONCRETE 1. Unless otherwise noted in this section, all of the asphaltic concrete specifications in Sections 23.1 through 23.8 above shall apply to superpave asphaltic concrete. All asphaltic concrete pavement shall be designed and placed in accordance with the FDOT Standard Specifications for Road and Bridge Construction (latest edition). 2. All aggregate shall be obtained from an approved FDOT source and shall conform to Sections 901 and 902 of FDOT's Standard Specifications (latest edition). 3. All bituminous materials shall conform to Section 916 of FDOT's Standard Specifications (latest edition). Asphaltic binder shall be Grade PG 67 -22 unless otherwise specified in the Scope of Work. 4. All superpave mix designs shall conform to Sections 320 and 334 of FDOT's Standard Specifications (latest edition). 5. All general construction requirements shall conform to Section 330 of FDOT's Standard Specifications (latest edition). 23.10 BASIS OF MEASUREMENT Basis of measurement will be the number of tons of asphaltic concrete completed, in place and accepted. Truck scale weights will be required for all asphaltic concrete used. 23.11 BASIS OF PAYMENT Payment shall be made at the contract unit price for asphaltic concrete surface as specified and measured above. This price shall include all materials, preparation, hauling, placement, tack and /or prime coat either required or placed at Engineer's discretion, leveling, spot patching, filling of cracks, pothole repair, sweeping, debris removal, labor, equipment, tools, and incidentals necessary to complete the asphalt work in accordance with the plans and specifications. SectionlV.doc Page 26 of 128 5/15/2012 Section IV — Technical Specifications 24 ADJUSTMENT TO THE UNIT BID PRICE FOR ASPHALT When this Article applies to the contract, the unit bid price for asphalt will be adjusted in accordance with the following provisions: 1. Price adjustment for asphalt shall only be made when the current FDOT Asphalt Price Index varies more than 10% from the bid price at the time of the bid opening. 2. The Bituminous Material Payment Adjustment Index published monthly by the FDOT shall be used for the adjustment of unit prices. This report is available on FDOT's internet site. The address is: http://www11.myflorida.com. It is under the section "Doing Business with FDOT" in the "Contracts Administration" section under "Asphalt Index ". For additional information, call FDOT @ 850 -414 -4000. 3. The FDOT Payment Adjustment Index in effect at the time of the bid opening will be used for the initial determination of the asphalt price. 4. The FDOT Payment Adjustment Index in effect at the time of placement of the asphalt will be used for payment calculation. 5. The monthly billing period for contract payment will be the same as the monthly period for the FDOT Payment Adjustment Index. 6. No adjustment in bid prices will be made for either tack coat or prime coat. 7. No price adjustment reflecting any further increases in the cost of asphalt will be made for any month after the expiration of the allowable contract time. 8. The City reserves the right to make adjustments for decreases in the cost of asphalt. 25 GENERAL PLANTING SPECIFICATIONS 25.1 IRRIGATION 25.1.1 DESCRIPTION A. The work specified in this Section consists of the installation of an automatic underground irrigation system as shown or noted in the plans. Provide all labor, materials, equipment, services and facilities required to perform all work in connection with the underground sprinkler irrigation system, complete, as indicated on the drawings and /or specified. Work noted as "NIC ", "existing ", or "by others" is not included in this pay item. B. The irrigation plans are schematic in nature. Valves and pipes shall be located in the turf/landscape areas except at road /paving crossings. All piping under paving shall be sleeved. Changes in the irrigation system layout shall be modified with the approval of the Engineer. 25.1.1.1 QUALITY ASSURANCE A. The irrigation work shall be installed by qualified personnel or a qualified irrigation subcontracting company that has experience in irrigation systems of similar size, scope, mainline, system pressure, controls, etc. SectionlV.doc Page 27 of 128 5/15/2012 Section IV — Technical Specifications B. All applicable ANSI, ASTM, FED.SPEC. Standards and Specifications, and all applicable building codes and other public agencies having jurisdiction upon the work shall apply. C. Workmanship: All work shall be installed in a neat, orderly and responsible manner with the recognized standards of workmanship. The Engineer reserves the right to reject material or work which does not conform to the contract documents. Rejected work shall be removed or corrected at the earliest possible time at the contractor's expense. D. Operation and Maintenance Manuals: The contractor shall prepare and deliver to the Engineer within ten (10) calendar days prior to completion of construction a minimum of three (3) hard cover binders with three rings containing the following information: 1. Index sheet stating the contractor's address and business telephone number, 24 hour emergency phone number, person to contact, list of equipment with name(s) and address(es) of local manufacturer's representative(s) and local supplier where replacement equipment can be purchased. 2. Catalog and part sheet on every material and equipment installed under this contract. 3. Complete operating and maintenance instructions on all major equipment. 4. Provide the Engineer and the City of Clearwater maintenance staff with written and "hands on" instructions for major equipment and show evidence in writing to the Engineer at the conclusion of the project that this service has been rendered. a. Four -hour instruction (minimum) for the Drip Emitter equipment operation and maintenance. b. Two -hour instruction (minimum) for automatic control valve operation and maintenance. 25.1.1.2 PROJECT CONDITIONS A. The Irrigation Contractor shall coordinate the work with all other trades, all underground improvements, the location and planting of trees and all other planting. Verify planting requiring excavation 24 in. diameter and larger with the Engineer prior to installation of main lines. B. Provide temporary irrigation at all times to maintain plant materials. C. The Irrigation Contractor is responsible to maintain the work area and equipment until final acceptance by the Engineer. Repairs and replacement of equipment broken, stolen, or missing as well as regular maintenance operations shall be the obligation of the contractor. D. The Irrigation Contractor shall submit a traffic control plan (per FDOT specifications) to the Engineer prior to initiating construction on the site. The Contractor shall be responsible for the maintenance of traffic signs, barriers, and any additional equipment to comply with the FDOT standards and to ensure the safety of its employees and the public. 25.1.1.3 WARRANTY A. The Manufacturer(s) shall warrant the irrigation system components to give satisfactory service for one (1) year period from the date of acceptance by the Engineer and the City SectionlV.doc Page 28 of 128 5/15/2012 Section IV — Technical Specifications of Clearwater. Should any problems develop within the warranty period due to inferior or faulty materials, they shall be corrected at no expense to the City of Clearwater or FDOT. 25.1.2 PRODUCTS 25.1.2.1 GENERAL A. All materials throughout the system shall be new and in perfect condition. No deviations from the specifications shall be allowed except as noted. 25.1.2.2 PIPING A. The irrigation system pipe shall be as stated herein and shall be furnished, installed and tested in accordance with these specifications. B. All pipe is herein specified to be Polyvinyl Chloride (PVC) Pipe, 1120, Schedule 40, conforming to ASTM D2665 and DI785. C. All nipples, pipe connections, bushings, swing joints, connecting equipment to the mainline is required to be threaded Polyvinyl Chloride (PVC) Pipe, Schedule 80. 25.1.2.3 PIPE FITTINGS A. All pipe fittings for Schedule 40 PVC pipe shall be as follows: Fittings shall conform to the requirements of ASTM D2466, Standard Specification for Polyvinyl Chloride (PVC) Plastic Pipe Fittings, Schedule 80. All fittings shall bear the manufacturer's name or trademark, material designation, size, applicable IPS schedule and NSF seal of approval. The connection of mainline pipe to the automatic control valve shall be assembled with threaded Schedule 80 fittings and threaded Schedule 80 nipples. 25.1.2.4 PVC PIPE CEMENT AND PRIMER A. Provide solvent cement and primer for PVC solvent weld pipe and fittings as recommended by the manufacturer. Pipe joints for solvent weld pipe to be belled end. B. Purple primer shall be applied after the pipe and fittings has been cut and cleaned. The Primer shall be of contrasting color and be easily recognizable against PVC pipe. 25.1.2.5 THREADED CONNECTIONS A. Threaded PVC connections shall be made using Teflon tape or Teflon pipe sealant. 25.1.2.6 GATE VALVES 25.1.2.6.1 MANUAL GATE VALVES 2 IN. AND SMALLER A. Provide the following, unless otherwise noted on Drawings: 1. 200 -250 psi Ball Valve 2. PVC body - with Teflon Ball Seals 3. Threaded -Dual end Union Connectors 4. Non -Shock Safe -T Shear Stem SectionlV.doc Page 29 of 128 5/15/2012 Section IV — Technical Specifications 5. Safe -T Shear True Union Ball Valve as manufactured by Spears Manufacturing Company , Sylmer, California, or approved equal. 25.1.2.6.2 GATE VALVES 2W' IN. AND LARGER A. Provide the following, unless otherwise noted on Drawings: 1. AWWA-C-509 2. 200 lb. O.W.G. 3. Cast Iron body - ASTM A 126 Class B 4. Deep socket joints 5. Rising stem 6. Bolted bonnet 7. Double disc 8. Equipped with 2" square operating key with tee handle B. Provide two (2) operating keys for gate valve 3" and larger. The "street key" shall be 5' long with a 2" square operating nut. 25.1.2.7 SLEEVES A. Sleeves: (Existing by City of Clearwater) 25.1.2.8 REMOTE CONTROL VALVES A. The remote control valve shall be a solenoid actuated, balance - pressure across -the diaphragm type capable of having a flow rate of 25 -30 gallons per minute (GPM) with a pressure loss not to exceed 6.1 pounds per square inch (PSI). The valve pressure rating shall not be less than 150 psi. B. The valve body and bonnent shall be constructed of high impact weather resistant plastic, stainless steel and other chemical /UV resistant materials. The valve's one -piece diaphragm shall be of durable santoprene material with a clog resistant metering orifice. C. The valve body shall have a 1" inch (FNPT) inlet and outlet or a one inch slip by slip inlet and outlet for solvent weld pipe connections. D. The valve construction shall be as such to provide for all internal parts to be removable from the top of the valve without disturbing the valve installation. E. The valve shall be as manufactured by Rain Bird Sprinkler Mfg. Corp., Glendora, California, or approved equal. F. Identify all control valves using metal I.D. tags numbered to match drawings. 25.1.2.9 VALVE BOXES A. For remote control drip valve assembly and UNIK control timer use a Brooks #36 concrete value box with #36 -T cast iron traffic bearing cover, or approved equal. B. For flush valve assembly use an Ametek #181014 (10 ") circular valve box with #181015 cover comparable to Brooks, or approved equal. SectionlV.doc Page 30 of 128 5/15/2012 Section IV — Technical Specifications C. For air relief assembly use an Ametek #182001 (6 ") economy turf box cover comparable to Brooks, or approved equal. 25.1.2.10 DRIP IRRIGATION with #182002 25.1.2.10.1 CONSTRUCTION A. Techline shall consist of nominal sized one -half inch (1/2 ") low- density linear polyethylene tubing with internal pressure compensating, continuously self- cleaning, integral drippers at a specified spacing, (12 ", 18 ", or 24" centers). The tubing shall be brown in color and conform to an outside diameter (O.D.) of 0.67 inches and an inside diameter (I.D.) of 0.57 inches. Individual pressure compensating drippers shall be welded to the inside wall of the tubing as an integral part of the tubing assembly. These drippers shall be constructed of plastic with a hard plastic diaphragm retainer and a self - flushing/cleaning elastomer diaphragm extending the full length of the dripper. 25.1.2.10.2 OPERATION A. The drippers shall have the ability to independently regulate discharge rates, with an inlet pressure of seven to seventy (7 -70) pounds per square inch (PSI), at a constant flow and with a manufacturer's coefficient of variability (Cv) of 0.03. Recommended operating pressure shall be between 15 -45 PSI. The dripper discharge rate shall be 0.4, 0.6, or 0.9 gallons per hour (GPH) utilizing a combination turbulent flow /reduced pressure compensation cell mechanism and a diaphragm to maintain uniform discharge rates. The drippers shall continuously clean themselves while in operation. The dripperline shall be available in 12 ", 18" and 24" spacing between drippers unless otherwise specified. Techline pipe depth shall be under mulch unless otherwise specified on Plans. Maximum system pressure shall be 45 PSC. Filtration shall be 120 mesh or finer. Bending radius shall be 7 ". B. For on- surface or under mulch installations, 6" metal wire staples (TLS6) shall be installed 3' -5' on center, and two staples installed at every change of direction. 25.1.2.10.3 LINE FLUSHING VALVES A. The sub - surface system shall utilize Automatic Line Flush Valves at the end of each independent zone area. This valve shall be capable of flushing one gallon at the beginning of each irrigation cycle. The valves shall match the dripline manufacturer and connect directly to the dripline. 25.1.2.10.4 AIR/VACUUM RELIEF VALVE A. Each independent irrigation zone shall utilize an Air/Vacuum Relief Valve at its high point(s). The air and vacuum relief valve shall seal effectively from 2 to 110 psi. 25.1.2.10.5 PRESSURE REGULATORS A. The pressure regulator shall be designed to handle steady inlet pressures over 150 pounds per square inch (psi) and maintain a constant outlet pressures of 25 psi. Regulating accuracy shall be within =/ -6 %. The pressure regulator shall be manufactured from high - impact engineering grade thermoplastics. Regulation shall be accomplished by a fixed stainless steel compression spring which shall be enclosed in a chamber separate from the water passage. SectionlV.doc Page 31 of 128 5/15/2012 Section IV — Technical Specifications 25.1.2.10.6 FILTERS A. The filter shall be a multiple disc type filter with notation indicating the minimum partial size to travel through or the mesh size of the element being used. The discs shall be constructed of chemical resistant thermoplastic for corrosion resistance. 25.1.2.10.7 FITTINGS A. All connections shall be made with barb or compression type fitting connections. Fittings and dripline shall be as manufactured by the manufacturer of the dripline to ensure the integrity of the subsurface irrigation system. 25.1.2.11 AUTOMATIC CONTROL TIMER A. The irrigation controller (control module) shall be programmable by a separate transmitter device only. The program shall be communicated to the Control Module from the Field Transmitter via an infrared connection. The controller shall be of a module type which may be installed in a valve box underground. The controller shall function normally if submerged in water and the communication from the transmitter shall function if submerged in water. B. The control module shall be housed in an ABS plastic cabinet and shall be potted to insure waterproof operation. The control module shall have two mounting slots for screws allowing the module to be securely mounted inside a valve box. C. The controller shall operate on one nine volt alkaline battery for one full year regardless of the number of stations utilized. The controller shall operate 1, 2, or 4 stations either sequentially or independently. D. The controller shall have three independent programs with eight start times each, station run time capability from one minute to twelve hours in one minute increments, and a seven day calendar. The controller shall turn on stations via latching solenoids installed on the valves. Manual operations shall be initiated by attaching the Field Transmitter to the Control Module and programming a manual start. The controller shall be capable of manual single station or manual program operation. E. The controller shall be as manufactured by Rain Bird Sprinkler Mfg. Corp., Glendora, California USA. 25.1.2.12 FIELD TRANSMITTER A. The irrigation controller shall be programmable by a separate transmitter device (Field Transmitter) only. The Field Transmitter shall communicate to the Control Module via an infrared connection. The Field Transmitter shall be water resistant and housed in ABS plastic and have a removable, reversible protective sheath. The Field Transmitter shall operate on one 9V alkaline battery. B. The Field Transmitter shall have a large LCD screen and a seven -key programming pad. A beep sound shall confirm every key stroke. The screen shall automatically turn off after one minute when not in use. C. The Field Transmitter shall be capable of programming an unlimited number of UNIK Control Modules. SectionlV.doc Page 32 of 128 5/15/2012 Section IV — Technical Specifications D. The Field Transmitter shall be as manufactured by Rain Bird Sprinkler Mfg. Corp., Glendora, California USA. 25.1.2.13 LATCHING SOLENOID A. The Latching Solenoid shall be supplied with an installed, filtered adapter allowing installation of the solenoid onto any Rain Bird DV, PGA, PEB, PES -B, GB, of EFB series valve. B. The Latching Solenoid shall be as manufactured by Rain Bird Sprinkler Mfg. Corp., Glendora, California USA. 25.1.3 EXECUTION 25.1.3.1 GENERAL INSTALLATION REQUIREMENTS A. Before work is commenced, hold a conference with the Engineer to discuss general details of the work. B. Verify dimensions and grades at job site before work is commenced. C. During the progress of the work, a competent superintendent and any assistants necessary shall be on site, all satisfactory to the Engineer. This superintendent shall not be changed, except with the consent of the Engineer. The superintendent shall represent the Contractor in his absence and all directions given to the superintendent shall be as binding as if given to the Contractor. D. Obtain and pay for all irrigation and plumbing permits and all inspections required by outside authorities. E. All work indicated or notes on the Drawings shall be provided whether or not specifically mentioned in these Technical Special Provisions. F. If there are ambiguities between the Drawings and Specifications, and specific interpretation or clarification is not issued prior to bidding, the interpretation or clarification will be made only by the Engineer, and the Contractor shall comply with the decisions. In event the installation contradicts the directions given, the installation shall be corrected by the Contractor at no additional cost. G. Layout of sprinkler lines shown on the Drawing is diagrammatic only. Location of sprinkler equipment is contingent upon and subject to integration with all other underground utilities. Contractor shall employ all data contained in the contract Documents and shall verify this information at the construction site to confirm the manner by which it relates to the installation. H. Do not proceed with the installation of the sprinkler system when it is apparent that obstructions or grade differences exist or if conflicts in construction details, legend, or specific notes are discovered. All such obstructions, conflicts, or discrepancies shall be brought to the attention of the Engineer. I. The disturbance of existing paving will not be permitted. Install all required sleeving prior to roadway base. SectionlV.doc Page 33 of 128 5/15/2012 Section IV — Technical Specifications 25.1.3.2 EXCAVATING AND BACKFILLING 25.1.3.2.1 TRENCHING - GENERAL A. Dig sides of trenches straight. Provide continuous support for pipe on bottom of trenches. Lay pipe to uniform grade. Trenching excavation shall follow layout indicated on Drawings. B. Maintain 6 in. horizontal and minimum clearance between sprinkler lines and between all lines of other trades. C. Do not install sprinkler lines directly above another line of any kind. D. Maintain 6 in. vertical minimum between sprinkler lines which cross at angles of 45 degrees to 90 degrees. E. Exercise care when excavating, trenching and working near existing utilities. 25.1.3.2.2 BACKFILLING A. All pressure supply lines (mainline) shall have 18" of fill placed over the pipe. B. Initial backfill on all lines shall be of a fine granular material with no foreign matter larger than Y2 in. C. Compact backfill according to Section 125 of FDOT Specification Book, 1996 Edition. D. Do not, under any circumstances, use equipment or vehicle wheels for compacting soil. E. Restore grades and repair damages where settling occurs. F. Compact each layer of fill with approved equipment to achieve a maximum density per AASHTO T 180 - latest edition. Under landscaped area, compaction shall not exceed 95% of maximum density. G. Compaction shall be obtained by the use of mechanical tampers or approved hand tampers. When hand tampers are used, the materials shall be deposited in layers not more than six (6 ") inches thick. The hand tampers shall be suitable for this purpose and shall have a face area of not more than 100 square inches. Special precautions shall be taken to prevent damage to the irrigation system piping and adjacent utilities. 25.1.3.2.3 ROUTING OF PIPING: A. Routing of pressure and non - pressure piping lines are indicated diagrammatically on Drawings. B. Coordinate specimen trees and shrubs with routing of lines. 1. Planting locations shall take precedence over sprinkler and piping locations. 2. Report to Owner any major deviation from routing indicated. C. Conform to Drawings layout without offsetting the various assemblies from the pressure supply line. D. Layout drip tube and make any minor adjustments required due to differences between site and Drawings. Any such deviations in layout shall be within the intent of the original Drawings, and without additional cost. SectionlV.doc Page 34 of 128 5/15/2012 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section IV — Technical Specifications E. Layout all systems using an approved staking method, and maintain the staking of approved layout. 25.1.3.3 INSTALLATION 25.1.3.3.1 WATER SUPPLY A. Connections to the water sources shall be at the approximate locations indicated on the Drawings. Make minor changes caused by actual site conditions without additional cost to the Owner. 25.1.3.3.2 ASSEMBLIES A. Routing or pressure supply lines as indicated on Drawings is diagrammatic only. Install lines and required assemblies in accordance with details on Drawings. B. Do not install multiple assemblies on plastic lines. Provide each assembly with its own outlet. When used, the pressure relief valve shall be the last assembly. C. Install all assemblies in accord with the respective detail Drawings and these Technical Special Provisions. D. Plastic pipe and threaded fittings shall be assembled using Teflon tape, applied to the male threads only. 25.1.3.3.3 SLEEVES: (EXISTING BY CITY OF CLEARWATER) A. The contractor shall verify the location of all existing sleeves as shown on the roadway, utility and /or irrigation plans and notify the Engineer of any discrepancies. 25.1.3.3.4 PLASTIC PIPE A. Install plastic pipe in accord with manufacturer's recommendations. B. Prepare all welded joints with manufacturer's cleaner prior to applying solvent. 1. Allow welded joints as least 15 minutes setup /curing time before moving or handling. 2. Partially center load pipe in trenches to prevent arching and shifting when water pressure is on. 3. Do not permit water in pipe until a period of at least four hours has elapsed for solvent weld setting and curing, unless recommended otherwise by solvent manufacturer. C. Curing 1. When the temperature is above 80 degrees F., allow soluble weld joints at least 24 hours curing time before water is introduced under pressure. D. Flushing the system: 1. After all sprinkler pipe lines and risers are in place and connected, open the control valves and flush out the system with a full head of water. E. Installing piping under existing pavement: 1. Piping under existing pavement may be installed by jacking & boring. SectionlV.doc Page 35 of 128 5/15/2012 Section IV — Technical Specifications 2. Secure permission from the Engineer before cutting or breaking any existing pavement. All repairs and replacements shall be approved by Engineer and shall be accomplished at no additional cost. 25.1.3.3.5 CONTROLLERS A. Install all automatic controllers as shown in the plans. 1. The location of all controllers shall be approved by the Engineers representative prior to installation. 25.1.3.3.6 REMOTE CONTROL VALVES A. Install at sufficient depth to provide not more than 6 in., nor less than 4 in. cover from the top of the valve to finish grade. B. Install valves in a plumb position with 24 in. minimum maintenance clearance from other equipment, 3 feet minimum from edges of sidewalks, buildings, and walls, and no closer than 7 feet from the back of curb or edge of pavement along roadways. C. Contractor shall adjust the valve to provide the proper flow rate or operating pressure for each sprinkler zone. 25.1.3.3.7 GATE VALVES A. Install where indicated and with sufficient clearance from other materials for proper maintenance. B. Check and tighten valve bonnet packing before backfill. 25.2 LANDSCAPE 25.2.1 GENERAL 25.2.1.1 RELATED DOCUMENTS A. The Contract Documents shall include the Plans, Details, Specifications, Bid Proposal, Contract Agreement, including Installation Schedule, all Addenda, and Contractual and Special Conditions when required. 25.2.1.2 REQUIREMENTS OF REGULATORY AGENCIES A. Comply with Federal, State, Local, and other duly constituted authorities and regulatory agencies, without additional cost to the Owner in matters pertaining to codes, safety, and environmental matters. B. Any permits for the installation or construction of any of the work included under the contract, which are required by any of the legally constituted authorities having jurisdiction, shall be arranged for by the Contractor and paid for directly by the Contractor, unless otherwise agreed upon in writing. 25.2.1.3 SCOPE OF WORK A. All provisions of Contract, including General and Special Provisions and Plans, apply to the work specified in this Section. The Scope of Work includes everything for and SectionlV.doc Page 36 of 128 5/15/2012 Section IV — Technical Specifications incidental to executing and completing all landscape work shown on the Plans, Schedules, Notes and as specified herein. B. Furnish and provide all labor, plants and materials tools and equipment necessary to prepare the soil for plantings, to install and care for all plant materials (including finish grading if necessary); to remove and /or transplant existing plants if indicated; to furnish, plant, fertilize, guy and brace, water, mulch and prune all new plant materials; and to execute all other Work as described herein or indicated on the Plans. C. Work under this Section shall include labor and materials for final grading and raking to prepare the site for sodding, sprigging, or seeding, so finished lawn or playing field will appear even and uniform, will drain adequately, and will comply with the intent of the landscape drawings. D. Initial maintenance of landscape materials as specified in this document. 25.2.1.4 QUALITY ASSURANCE A. Landscape work shall be contracted to a single firm specializing in landscape work, who shall in turn subcontract no more than 40% of the work specified. All subcontractors under the control of the Contractor involved in the completion of the landscape work, shall be made known to the Owner and the Landscape Architect prior to their commencement of work on the project. B. All work of this Section shall conform to the highest standard of landscape practices. C. The Plant Material Schedule included with these Plans is provided only for the Contractor's convenience; it shall not be construed as to conflict or predominate over the Plans. If conflict between the Plans and Specifications exists, the Plan shall predominate and be considered the controlling document. D. During this work, the Contractor shall be responsible for maintaining safety among persons in his employ in accordance with the standards set by The Occupational Safety and Health Act of 1970 (and all subsequent amendments). Owner and Landscape Architect shall be held harmless from any accident, injury or any other incident resulting from compliance or non - compliance with these standards. E. The Contractor shall cooperate with and coordinate with all other trades whose work is built into or affects the work in this Section. F. All appropriate utility companies and agencies shall be contacted 72 hours prior to excavation. Call "One Call" at 1- 800 - 432 -4770. G. The Contractor shall carefully examine the site and all existing conditions affecting the work, such as: soil, obstructions, existing trees, utilities, etc. Report any conditions in conflict with the work to the Landscape Architect. 25.2.1.5 SUBMITTALS A. The Contractor is required to submit prior to the expiration of the required maintenance period, two copies of typewritten instructions recommending procedures to be established by the Owner for maintenance of landscape work for a period of one year. B. Furnish unit prices for all plant materials and inert materials, including labor for all specified work. SectionlV.doc Page 37 of 128 5/15/2012 Section IV — Technical Specifications 25.2.1.6 ALTERNATES, ADDITIONS, DELETIONS, SUBSTITUTIONS A. If there are additions /alternates included in these Plans and Specifications, the Contractor must propose prices to accomplish the work stated as additions /alternates at the time of bidding. B. The Owner, through his Project Representative, reserves the right to add or deduct any of the work stated herein without rendering the Contract void. C. The Contractor must have written approval by the Project Representative for any substitutions not previously agreed to in the purchase agreement: installation without approval is entirely at the Contractor's risk. D. All material acquired through additions or substitutions shall be subject to all conditions and warranties stated herein. 25.2.1.7 ABBREVIATIONS /DEFINITIONS O.A. or HT.: The over -all height of the plant measured from the ground to the natural, untied state of the majority of the foliage, not including extreme leaves, branches or fronds. C.T.: C. W.: SPR.: ST. TR.: MIN.: GAL.: O.C.: DIA.: LVS : Clear trunk is measured from the ground to the bottom of the first Leaf or frond stem with no foliage from ground to specified height. For example, on Canary Island Date Palms or similar, the clear trunk measurement includes the "nut" at the base of the fronds. Clear wood is measured from the ground to the bottom of the base of the lowest leaf sheath or boot, trimmed in a natural manner. For example, on Canary Island Date Palms or similar, the clear wood measurement does not include the "nut" at the base of the fronds. Spread, branches measured in natural untied position to the average crown diameter, not including extreme leaves, branches or fronds. Straight trunk. Minimum. Gallon container size, i.e., 1 gallon, 3 gallon, 7 gallon, etc. On center, distance between plant centers. Diameter. Leaves. SectionlV.doc Page 38 of 128 5/15/2012 Section IV — Technical Specifications D.B.H.: Diameter or caliper of main trunk of tree as measured at breast height at 4 -1 /2 feet above grade. CAL.: Caliper, the outside diameter of up to a four inch tree is measured six inches above grade, larger trees are measured at 12 inches above grade. B &B: Balled and burlapped in accordance with horticultural standards of the American Association of Nurserymen. PPP.. FG: STD.: Plants per pot. Field grown. Standard, single, straight trunk. Owner: To be known as that entity which holds title or control to the premises on which the work is performed. Owner 's Representative: Owner's on -site representative shall be responsible for approval of quantity and quality of materials specified and execution of installation. Contractor: Shall refer to that person or enterprise commonly known as the Landscape Contractor. Landscape Architect: This person or firm is the responsible representative of the Owner who produces the landscape Plans and Specifications. 25.2.1.8 PRODUCT DELIVERY, STORAGE, AND HANDLING 25.2.1.8.1 PLANT MATERIALS A. Provide container grown or, if appropriate, freshly dug trees and shrubs. Do not prune prior to delivery. Do not bend or bind trees or shrubs in such a manner as to damage bark, break branches or destroy natural shape. Provide protective covering during delivery. If plant delivery is made in open vehicles, the entire load shall be suitably covered. B. All plants are to be handled at all times so that roots or root balls are adequately protected from sun, cold, or drying winds. No root balls for trees and container plants that have been cracked or broken shall be planted except upon special approval. Plants shall not be pulled by the tops or stems, nor handled in a rough or careless manner at any time. C. Balled and burlapped plants shall be moved with firm, natural, balls of soil, not less than 1 foot diameter of ball to every 1 inch caliper of trunk; root ball depth shall not be less than 2/3 of root ball diameter. B & B plants which cannot be planted upon delivery shall have their root balls covered with moist soil or mulch. SectionlV.doc Page 39 of 128 5/15/2012 Section IV — Technical Specifications D. Trees shall be dug with adequate balls, burlapped, and wire bound if needed. Root pruning to be done a minimum of 4 weeks before removal from the field and planting at the site. Root balls may not be encased in "grow bags" or other synthetic material, except plastic shrink wrap for transport only. E. Remove all fronds form sabal palms prior to planting, but leave a minimum of 12 inches of new frond growth above the bud. Do not damage bud. On all other palms, only a minimum of palm fronds shall be removed from crown to facilitate moving and handling. Clear trunk shall be determined after minimum fronds have been removed. Boots shall be removed from trunk unless otherwise specified. Palms shall be planted within 24 hours of delivery. F. Deliver trees and shrubs after preparations for planting have been completed and plant immediately. If planting is delayed more than 6 hours after delivery, set trees and shrubs in shade, protect from weather and mechanical damage, and cover to keep the roots moist. G. Label at least one tree and one shrub of each variety with a securely attached waterproof tag bearing legible designation of botanical and common name. H. Sod: Time delivery so that sod will be placed within twenty -four (24) hours after stripping. Protect sod against drying and breaking by covering palettes of sod or placing in a shaded area. 25.2.1.9 JOB CONDITIONS 25.2.1.9.1 ACCEPTANCE OF JOB CONDITIONS. A. The Contractor shall examine the sub - grade, verify elevations, observe the conditions under which work is to be performed and notify the Landscape Architect or Project Representative in writing of unsatisfactory conditions prior to beginning work. Do not proceed with the work until unsatisfactory conditions have been corrected in a manner acceptable to the Landscape Architect. Start of work shall indicate acceptance of conditions and full responsibility for the completed work. B. Proceed with and complete the landscape work as rapidly as portions of the site become available, working within the seasonal limitations for each kind of landscape work and following the approved schedule. If seasonal limitations apply, notify the Landscape Architect for adjustments to the Schedule. C. Determine locations of all underground utilities and review for conflicts with planting procedures. D. When adverse conditions to plant growth are encountered, such as rubble fill, drainage conditions or obstruction, the Contractor shall notify the Landscape Architect in writing prior to planting. E. Plant trees and shrubs after final grades are established and prior to the planting of lawns, protecting lawn trees and promptly repairing damages from planting operations. 25.2.1.9.2 SCHEDULING OF WORK A. The work shall be carried out to completion with the utmost speed. Immediately upon award of contract, the Contractor shall prepare a construction schedule and furnish a copy SectionlV.doc Page 40 of 128 5/15/2012 Section IV — Technical Specifications to the Owner's Representative and /or the Landscape Architect for approval. The Contractor shall carry out the work in accordance with the approved schedule. B. If the Contractor incurs unforeseen costs, such as overtime hours, holidays, etc. in order to complete the work within the time stated in the Contract, and /or to maintain the progress schedule, all said costs shall be borne by the Contractor at no additional cost to the Owner. C. The Owner's Representative's may request in writing work stoppage. Upon written request from the Owner's Representative, the Landscape Contractor shall suspend delivery of material and stop all work for such a period as deemed necessary by the Owner, the Owner's Representative, or the General Contractor with respect to any additional costs which may result from work stoppage. 25.2.1.9.3 UTILITIES A. The Contractor shall perform work in a manner which will avoid conflicts with utilities. Hand excavate, as required, to minimize possibility of damage to underground utilities. Maintain grade stakes set by others until removal is mutually agreed upon by all parties concerned. 25.2.2 PRODUCTS 25.2.2.1 MATERIALS 25.2.2.1.1 PLANT MATERIALS: NOMENCLATURE A. Plant species, sizes, etc. shall be per Plans and Specifications on Plant Material Scheduled. Nomenclature is per Manual of Cultivated Plant, Standard Encyclopedia of Horticulture, L.H. Bailey, or Standardized Plant Names Dictionary, American Joint Committee on Horticultural Nomenclature (latest editions), or conforms with names accepted in the nursery trade. 25.2.2.1.2 PLANT MATERIALS: QUALITY ASSURANCE A. Provide healthy, vigorous stock grown under climatic conditions similar to conditions in the locality of the project. Plants shall have a habit of growth that is normal for the species and be sound, healthy, vigorous and free from insect pests or their eggs, plant diseases, defects and injuries. Plants shall be well branched and densely foliated when in leaf and shall have healthy, well - developed root systems. B. Trees shall be heavily branched or, in the case of palms, be heavily leafed. Some plant materials may be collected stock with the approval of the Landscape Architect. Provided tree species that have a single main trunk (central leader), unless otherwise stated. Trees that have the main trunk forming a "Y" shape or parallel branching are not acceptable. C. Plant materials shall be specified and shall be Florida #1 or better as to shape and quality for the species as outlined in Grades and Standards for Nursery Plants Part I and II, Florida Department of Agriculture and Consumer Services (latest edition). D. The Owner or Landscape Architect reserves the right to inspect plant materials either at the place of growth or at the project site prior to planting for compliance with requirements for name variety, size quality, or designated area. SectionlV.doc Page 41 of 128 5/15/2012 Section IV — Technical Specifications E. Landscape materials shall be shipped with certificates of inspection as required by governmental authorities. The Contractor shall comply with all governing regulations that are applicable to landscape materials. F. Do not make substitutions. If specified landscape material is not available, submit Landscape Architect proof of it being non - available. In such event, if the Landscape Architect designates an available source, such shall be acquired from designated source. When authorized, a written change order for substitute material will be made by adjustment to Contract amount. G. Height and /or width of trees shall be measured from ground up; width measurement shall be normal crown spread of branches with plants in the normal position. This measurement shall not include immediate terminal growth. All measurements shall be taken after pruning for specified sizes. All trees and shrubs shall conform to measurements specified in the plant material schedule, except that plant material larger than specified may be used with the approval of the Owner or Landscape Architect; with no increase to the Contract price. Plant materials shall not be pruned prior to delivery. H. Plant Material shall be symmetrical, typical for variety and species. Plants used where symmetry is required shall be matched as nearly as possible. I. Balled and burlapped plants shall have firm, natural balls of earth of sufficient diameter and depth to encompass the feeding root system necessary for full development of the plant and to conform with the standards of the American Association of Nurserymen. Root balls and tree trunks shall not be damaged by improper binding and B & B procedures. J. Container -grown plants may be substituted for balled and burlapped plants or vice -versa provided the quality is equal or better than specified and the Landscape Architect approves the substitution. K. Container grown stock shall have been grown in containers for at least four months, but not over two years. If requested, samples must be shown to prove no root bound condition exists. 25.2.2.1.3 GRASSES: SOD OR SEED A. Sod or seed (as /if specified) shall be a species as stated on the Plan. Solid sod shall be of even thickness and with a good root structure, 95% free of noxious week, freshly mowed before cutting, and in healthy condition when laid. It must not be stacked more than 24 hours before laying and it must be grown in soil compatible to that in which it will be installed. Sod must be kept moist prior to and after installation. B. Seed shall be delivered to the site in unopened bags with certification tags in place. Purity, germination and weed content shall be as certification requirements. 25.2.2.1.4 MULCH A. Mulch shall be 100% Grade `B" shredded cypress bark mulch, thoroughly mixed with a pre- emergence weed killer according to the label directions as specified on the plan. B. Install mulch to an even depth of 3" before compaction. SectionlV.doc Page 42 of 128 5/15/2012 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section IV — Technical Specifications 25.2.2.1.5 FERTILIZER A. Granular fertilizer shall be uniform in composition; free flowing and suitable for application with approved equipment; received at the site in full, labeled, unopened bags bearing the name, trade name or trademark and warranty of the producer; fully conforming to State of Florida fertilizer laws. B. All fertilizer shall bear the manufacturer's statement of analysis and shall contain the appropriate minimum amounts of elements for the type of use specified herein. C. Agriform 20 -10 -5 fertilizer tablets or approved equal, shall be placed in planting pit for all plant materials at time of installation and prior to completion of pit backfilling. D. Ground cover and annual areas shall receive fertilization with Osmocote Time Release Fertilizer according to product instructions and rate. E. For sod and seeded areas, fertilize with a complete granular fertilizer on Bahia and St. Augustine grass at the rate of one (1) pound of nitrogen per one thousand (1,000) square feet. Fertilizer shall be commercial grade, mixed granules, with 30% - 50% of the nitrogen being in slow or controlled release form. The ratio of nitrogen to potash will be 1:1 or 2:1 for complete fertilizer formulations. Phosphorus shall be no more than 1/4 the nitrogen level. They shall also contain magnesium and micronutrients (i.e. manganese, iron, zinc, copper, etc.). 25.2.2.1.6 STAKES AND GUYS A. For trees, approved plastic or rubber guys shall be used between the stakes and the tree trunk. Galvanized steel guy wire shall not be used. B. Stakes shall be cut from 2" x 4" pressure treated (p.t.) stock for trees over 2" caliper. Stakes shall be 2" x 2" pressure treated (p.t.) stock for trees 2" caliper and under. A minimum of 2 stakes per tree or an optional 3 stakes per tree shall be used. C. For single trunk palms, stakes shall be cut from 2" x 4" pressure treated (p.t.) stock, with a minimum of 3 stakes per palm. Batten consisting of 5 layers of burlap and 5 - 2" x 4" by 16" wood connected with two -3/4" steel bands shall be used around the palm trunk. D. Other tree staking systems may be acceptable if approved. 25.2.2.1.7 PLANTING SOIL A. Unless stated on the plans or in the specifications, install plant material in tilled and loosened native soil backfill. It is the responsibility of the Landscape Contractor to test, prior to planting and at no additional cost to the Contract, any soils which may be unsuitable for the vigorous growth of plants. Unsuitable conditions shall be reported to the Landscape Architect immediately in writing. B. When required, planting soil media shall be provided by the Contractor and shall consist of 1/3 peat and 2/3 sandy loam, with no lumps over 1 ". C. Backfill and clean fill dirt provided by the Contractor shall be in a loose, friable soil. There must be slight acid reaction to the soil (about 6.0 — 6.5 pH) with no excess of calcium or carbonate, and it shall be free from excess weeds, clay lumps, stones, stumps, roots and toxic substances or any other materials that might be harmful to plant growth or SectionlV.doc Page 43 of 128 5/15/2012 Section IV — Technical Specifications a hindrance to grading, planting, and maintenance procedures and operations. No heavily organic soil, such as muck or peat shall be used as fill dirt. D. Bed preparation for annual beds under 1 gallon container size shall consist of 3" of Florida peat or other approved organic soil amendment spread over full length and width of planting area. Rototil organic layer 6 inches to 8 inches into native soil. 25.2.2.1.8 SOIL AMENDMENTS A. Terra -Sorb AG or approved equal, soil amendment shall be mixed with native or planting soil for all trees, shrubs, ground cover, and annuals according to manufacturer's recommended application rates and methods, if specified on the Plans. 25.2.2.1.9 TREE PROTECTION A. Wood fencing shall be 2" x 4" pressure treated (p.t.) stock with flagging on horizontal members. Space vertical members 6 feet to 8 feet on center. The barricade shall be placed so as to protect the critical protection zone area, which is the area surrounding a tree within a circle described by a radius of one foot for each inch of the tree's diameter at breast height DBH at 4 -' /z feet above grade. 25.2.2.1.10 ROOT BARRIER SYSTEM A. Root barrier fabric shall be installed when specified in the plans and /or specifications for protection of adjacent paved surfaces according to specific product name or equal. Install as directed by the manufacturer. 25.2.2.1.11 PACKAGED MATERIALS A. Deliver packaged materials in containers showing weight, analysis and name of manufacturer. Protect materials from deterioration during delivery and while stored at the site. 25.2.2.1.12 PESTICIDES A. Pesticides shall be only approved, safe brands applied according to manufacturer's directions. 25.2.3 EXECUTION 25.2.3.1 PREPARATION 25.2.3.1.1 OBSTRUCTIONS BELOW GROUND A. It shall be the responsibility of the Contractor to locate and mark all underground utilities, irrigation lines and wiring prior to commencement of the work. B. If underground construction, utilities or other obstructions are encountered in excavation of planting areas or pits, the Landscape Architect shall be immediately notified to select a relocated position for any materials necessary. 25.2.3.1.2 GRADING AND PREPARATION FOR PLANT MATERIALS A. All proposed landscape areas containing existing turf grass or weeds shall be treated with Monsanto's "Round -Up" per manufacturer's specifications. All proposed landscape areas SectionlV.doc Page 44 of 128 5/15/2012 Section IV — Technical Specifications adjacent to water bodies shall be treated with "Rodeo" per the manufacturer's specifications. B. New plant materials will not be installed until a 98% weed /turf eradication has been achieved. More than one application may be required to produce an acceptable planting bed. C. Pre - emergent herbicides are not a substitute for spray treatment of "Round -Up" or "Rodeo ", and may be used only with the written approval of the Landscape Architect. D. Should any plant material in the same, or adjacent beds be damaged by these chemicals, the same size, quantity and quality of plants shall be immediately replaced by the Contractor at no cost to the Owner. E. Any necessary corrections or repairs to the finish grades shall be accomplished by the Contractor. All planting areas shall be carefully graded and raked to smooth, even finish grade, free from depressions, lumps, stones, sticks or other debris and such that they will conform to the required finish grades and provide uniform and satisfactory surface drainage without puddling. F. The Contractor shall remove debris (sticks, stones, rubbish) over 1 - Y2 inches in any dimension form individual tree, shrub and hedge pits and dispose of the excavated material off the site. 25.2.3.1.3 PREPARATION FOR ANNUAL BED PLANTING A. Prepare native subgrade by rototilling or loosening by hand methods. Spread 3 inches of Florida peat (1/3), sandy loam (1/3), or other approved organic soil amendment over the full length and width of planting area for annuals. Rototill organic layer 6 inches to 8 inches into the native soil. Grade the planting bed by "crowning' to insure that surface drainage, percolation, and aeration occur at rapid rates. Add Osmocote time release fertilizer according to product instructions and rate. 25.2.3.1.4 PREPARATION FOR SEEDING AND SOD AREAS A. All proposed sod areas containing existing turf grass or weeds shall be treated with Monsanto's "Round -Up" per manufacturer's specifications. All proposed sod areas adjacent to water bodies shall be treated with "Rodeo" per the Manufacturer's Specifications. B. Limit preparation to areas which will be planted promptly after preparation. Loosen sub - grade of seed and sod areas to a minimum depth of 4 inches. C. Immediately prior to any turf work, the Contractor shall finish grade the soil to a smooth, even surface assuring positive drainage away from buildings and the subsequent turf flush to the tops of adjacent curbs and sidewalks. The surface shall be sloped to existing yard drains. D. A complete fertilizer shall be applied to St. Augustine or Bahia grass at a rate of one (1) pound of nitrogen per 1000 square feet. Fertilizer shall be commercial grade, mixed granules, with 30% - 505 of the nitrogen being in slow or controlled release form. Thoroughly work fertilizer into the top 4 inches of soil. SectionlV.doc Page 45 of 128 5/15/2012 1 Section IV — Technical Specifications E. Moisten prepared seed and sod areas before planting if soil is dry. Water thoroughly and allow surface moisture to dry before planting lawns. Do not create a muddy soil condition. 25.2.3.2 INSTALLATION 25.2.3.2.1 BERM CONSTRUCTION (IF SPECIFIED) A. Install berms at location and design shown on Plans and at the height and slope indicated. Height stated is for finished berm with soil at natural compaction. B. Exact location and configuration of berms may require modification to allow proper drainage; such changes will be coordinated with the Landscape Architect. C. If shown on the Plan, construct berms using clean sandy loam fill dirt which is well - drained, free of rocks, roots, or other debris, with a soil pH of an acid Nature (about 6.0 - 6.5). No heavily organic soil, such as muck or peat shall be used in berm construction. 25.2.3.2.2 LAYOUT OF PLANT MATERIALS A. Unless otherwise stipulated, plant materials shall be approximately located per the plans by scale measurements using established building, columns, curbs, screen walls, etc. as the measuring reference point. Slight shifting may be required to clear wires, prevent blockage of signage, etc. B. Shrubs and ground covers shall be located and spaced as noted on the plant material schedule (if provided), otherwise plants will be placed in the planting beds at the normally accepted spacing for each species. C. Leave an 18 inch (450 millimeters) border of mulched space between outer leaves of installed plant material and the bed line, curb, or building foundation wall for all plant sizes. D. Any necessary "minor" adjustments in the layout of planting shall be made by the Contractor with the approval of the Landscape Architect in order to conform as nearly as possible to the intent of the plans. 25.2.3.2.3 PLANTING PROCEDURES A. All shrubs, trees and ground covers or vines shall be planted in pits having vertical sides and being circular in outline. Planting pit shall be 3 to 5 times the width of the root ball. B. Plants shall be set straight or plumb, in the locations shown, at such level that after settlement normal or natural relationship of the top of the root ball with the ground surface will be established. With regards to proper nursery practices, plants under certain conditions (i.e. low and wet areas) will benefit from being planted "high" with the root ball about 1 inch higher than the surrounding grade. C. All plant materials shall be fertilized with Agriform 20 -10 -5 planting tablets, or approved equal, at time of installation and prior to completion of pit backfilling. Agriform planting tablets shall be placed uniformly around the root mass at a depth that is between the middle and the bottom of the root mass. Application rate: SectionlV.doc Page 46 of 128 5/15/2012 Section IV — Technical Specifications 1 gallon 1 - 21 gram tablet 3 gallon 2 - 21 gram tablet 5 gallon 3 - 21 gram tablet 7 gallon 4 - 21 gram tablet Trees 3 tablets each Y2" (12 millimeters) caliper Palms 7- 21 gram tablets D. Native soil shall be used in back - filling plant pits or as specified. The Contractor shall be responsible for providing additional soil for building tree saucers. E. When balled and burlapped plants are set, undisturbed native soil shall be left under the base of the root ball to prevent voids. Backfill tilled and loosened native soil around the sides of the root ball. Remove the top 4 inches (100 millimeters) of burlap wire, and all tie -down material from the root ball. Do not remove these materials from the bottom of the root ball. Thoroughly water -in before bringing the back -fill up to the proper grade Roots of bare plants shall be properly spread out, and planting soil carefully worked in among them. Failure to comply is cause for rejection. F. Containerized plants shall be installed with undisturbed native soil left under the base of the root ball to prevent voids. Planting pit shall be 3 to 5 times the width of the root ball. Backfill tilled and loosened native soil around the sides of the root ball. Thoroughly water -in before bringing the backfill up to the proper grade. G. Plant spacing shall be "on center" and varies with the different plant species. Space each variety of plant equally in the planting areas. Shrubs and ground covers adjacent to straight or curved edges shall be triangular - spaced in rows parallel to those edges. Plant a minimum of 18 inches from the back of the curb to the outside edge of the plant. H. All azaleas shall be placed into a prepared bed of amended soil containing 50% weed -free Florida peat or approved equivalent. Root balls shall be scarified vertically at 120 degree angles in a triangular pattern. I. Sabal palms may be planted deeper than normal if conditions warrant and if approved. 25.2.3.2.4 SODDING A. During periods of drought, sod shall be watered sufficiently at its origin to moisten the soil adequately to the depth to which it is to be cut. B. An application of 6 -6 -6, 40% organic, slow or controlled release fertilizer shall be made to all lawn areas just prior to the laying of the sod at a rate of one (1) pound of nitrogen per 1,000 square feet. The ground shall be wet down before the sod is laid in place. C. Solid sod shall be laid tightly with closely abutting staggered joints with an even surface edge and sod edge, in a neat and clean manner to the edge of all the paving and shrub areas. Cut down soil level to 1 inch to 1 -1/2 inches below top of walks prior to laying sod. D. Within 2 hours after installing sod and prior to rolling, irrigate the sod. Sufficient water shall be applied to wet the sod thoroughly and to wet the sod to a depth of 2 inches (50 millimeters). Watering shall be done in a manner that will avoid erosion due to the application of excessive quantities, and the watering equipment shall be a type that will prevent damage to the finished sod surface. Watering shall be repeated as necessary to keep sod moist until rooted to subgrade. SectionlV.doc Page 47 of 128 5/15/2012 Section IV — Technical Specifications E. The sod shall be pressed firmly into contact with the sod bed using a turf roller or other approved equipment so as to eliminate air pockets, provide a true and even surface and insure knitting without any displacement of the sod or deformation of the surfaces of sodded areas. After the sodding operation has been completed, the edges of the area shall be smooth and shall conform to the grades indicated. F. If, in the opinion of the Landscape Architect, top dressing is necessary after rolling, clean silica sand shall be used to fill voids. Evenly apply sand over the entire surface to be leveled, filling -in dips and voids and thoroughly washing into the sod areas. G. On slopes steeper than 2:1 and as required, the sod shall be fastened in place with suitable wooden pins or by other approved method. 25.2.3.2.5 SEEDING A. Seed shall be installed per the specifications of the State of Florida Department of Transportation. See plan for type of seed. 25.2.3.2.6 TREE GUYING, BRACING AND STAKING A. Tree guying, staking and bracing shall be the responsibility of the Contractor per sound nursery practices, and shall be done per details shown on the Plans. For trees, a minimum of 2 stakes per tree or an optional 3 stakes per tree at 120 degree spacing shall be used. Stakes shall be driven in at an angle, then tightened to vertical supported by approved plastic or rubber guys. Trees shall be staked with a minimum of 4 feet height of stake above grade and a minimum of 30 inches of stake below grade. B. For single trunk palms, a minimum of 3 stakes per palm at 120 degree spacing shall be used. Toenail the stakes to batten consisting of 5 layers of burlap and 5- 2 inch x 4 inch x 16 inch wood connected with two % inch steel bands. Palms shall be staked with a minimum of 5 feet of stake above grade. C. Contractor shall remove all tree guying, staking, and bracing from trees six (6) months after the date of final acceptance of the landscape work. D. Stake only trees that require support to maintain a plumb position or are in potentially hazardous areas. 25.2.3.2.7 MULCHING A. All planting beds shall be weed -free prior to mulching. B. All curb, roadway, and bed line edges will be "trenched" to help contain the applied mulch. C. All plant beds and tree rings shall be mulched evenly with a 3 inch layer (before compaction) of 100% Grade B recycled cypress bark mulch, or other mulch as specified on the Plans or General Notes. D. Mulch shall not be placed against the trunks of plant materials or foundations of buildings. Maintain a minimum 3 inch clearance for trees and shrub trunks and a minimum 6 inch clearance for the walls of buildings. E. For beds of annual flowers, a 12 inch wide x 3 inch deep band of mulch shall be installed in front of the first row of annuals. Maintain a minimum 6 inches of non - mulched clearance from the outside edge of annuals. SectionlV.doc Page 48 of 128 5/15/2012 Section IV — Technical Specifications 25.2.3.2.8 PRUNING A. Pruning shall be done by an experienced certified Arborist to maintain the natural shape and form of the plant. B. Upon acceptance by the Owner, prune any broken branches, remove crossed branches, and branches hanging below the clear trunk of the tree. 25.2.3.2.9 CLEAN -UP A. During landscape work, store materials and equipment where directed by the Owner. B. The Contractor shall promptly remove any materials and equipment used on the job, keeping the area neat at all times. Upon completion of all planting, dispose of all excess soil and debris leaving pavements and work areas in safe and orderly condition. C. The clean -up of the site shall include the removal and proper disposal of the tree guying, staking, and bracing materials as described in specifications. 25.2.3.2.10 PROTECTION A. The Contractor shall provide safeguards for the protection of workmen and others on, about, or adjacent to the work, as required under the parameters of the Occupational Safety and Health Administration (O.S.H.A.) standards. B. The Contractor shall protect the Owner's and adjacent property from damage. C. the Contractor shall protect the landscape work and materials from damage due to landscape operations. Maintain protection during installation and maintenance periods. D. The Contractor shall provide protection (tree barricades) for all existing trees and palms as specified. 25.2.3.2.11 REPAIR OF DAMAGES E. The Contractor shall repair all damage caused by his operations to other materials, property, or trades to a level equal in quality to the existing condition prior to damage. F. The Contractor shall be held responsible for all damage done by his work or employees to other materials or trades' work. Patching and replacement of damaged work may be done by others, at the Owner's direction, but the cost of same shall be paid by the Contractor who is responsible for the damage. 25.2.3.3 MAINTENANCE A. The Contractor shall maintain all plant materials in a first class condition from the beginning of landscape construction until Final Acceptance. B. Operations: 1. Maintenance shall include, but not be limited to, watering of turf and planting beds, mowing, fertilizing, cultivation, weeding, pruning, disease and pest control, replacement of dead materials, straightening, turf or planter settlement corrections, replacement of rejected materials, staking and guying repair and tightening, wash -out repairs and regrading, and any other procedures consistent with the good horticultural practice necessary to insure normal, vigorous and healthy growth of all work under SectionlV.doc Page 49 of 128 5/15/2012 Section IV — Technical Specifications the Contract. Mowing shall be consistent with the recommended height per the University of Florida Cooperative Extension Service. 2. Within the warranty period, the Contractor shall notify the Owner of any maintenance practices being followed or omitted which would be detrimental to the healthy, vigorous growth of the landscape. 3. The Contractor shall be responsible for the final watering of not less than one inch of water for all planted materials before leaving the site. 25.2.3.4 INSPECTION, REJECTION, AND ACCEPTANCE 25.2.3.4.1 INSPECTION A. Upon completion of the installation, the Contractor will notify the Owner or the Owner's Representative that the job is ready for inspection. Within 15 days of notifications, the installation will be inspected by the Landscape Architect. A written and /or graphic inspection report will be sent to the Owner and /or Landscape Contractor. 25.2.3.4.2 REJECTION AND REPLACEMENT A. The Landscape Architect shall be final judge as to the suitability and acceptability of any part of the work. Plant material will be rejected if it does not meet the requirements set forth in Plans and Specifications. B. Replace any rejected materials immediately or within 15 days and notify the Landscape Architect that the correction has been made. 25.2.3.4.3 ACCEPTANCE A. After replacement of rejected plant material (if any) have been made, and completion of all other correction items, the Owner or Project Representative will accept the project in writing. B. Upon Final Acceptance, the Owner assumes responsibility for maintenance within the terms of the Contract. Acceptance will in no way invalidate the Contractor's warranty period. C. The Contractor's warranty period will begin after final acceptance of the project by the Owner. 1. If evidence exists of any lien or claim arising out of or in connection with default in performance of this Contract, the Owner shall have the right to retain any payment sufficient to discharge such claim and all costs in connection with discharging such claim. 2. Where the Specifications call for any stipulated item or an "approved equivalent ", or in words to that effect, the Contractor shall indicate the price of the type and species specified in the proposal, giving the price to be added or deducted from his Contract price. The final selection rests with the Owner or his representative. 3. Where plants installed do not meet specifications, the Owner reserves the right to request plant replacement or an appropriate deduction from the Contract amount to compensate for the value not received from the under - specified plant materials. No SectionlV.doc Page 50 of 128 5/15/2012 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section IV — Technical Specifications additional compensation will be made to the Contractor for plants installed that exceed specifications. 25.2.3.5 WARRANTY A. The Contractor shall warranty all palms and trees furnished under this contract for a period of one (1) year and all shrubs for a period of six (6) months. Material which is either dead or in poor health during this period or at completion will be replaced at no charge to the Owner. Should any of the plant materials show 50% or more defoliation during the warranty period, due to the Contractor's use of poor quality or improper materials or workmanship, the Contractor upon notice, shall replace without delay same with no additional cost to the Owner. Should any plant require replacing, the new plant shall be given the equal amount of warranty. 26 HDPE DEFORMED - REFORMED PIPE LINING 26.1 INTENT It is the intention of this specification to provide for the trenchless restoration of 8" to 12" sanitary sewers by the installation of a high density polyethylene, jointless, continuous, fold and form pipe liner which is watertight and chemically resistant to withstand exposure to domestic sewage including all labor, materials and equipment to provide for a complete, fully restored and functioning installation. 26.2 PRODUCT AND CONTRACTOR /INSTALLER ACCEPTABILITY The City requires that all contractors be prequalified. See General Conditions regarding contractor prequalification. In addition, the City requires a proven extensive tract record for the fold and form liner system to be used in this project. All contractors submitting for prequalification approval for this project must exhibit extensive satisfactory experience in the installation of the proposed liner system and satisfactory evidence that the proposed liner system has been extensively and successfully installed in the Unites States and the State of Florida. The installer must be certified by the liner system manufacturer for installation of the liner system. The City reserves full and complete authority to approve the satisfactory nature of the both the liner system and the installer. 26.3 MATERIALS Pipe shall be made from P. E. 3408 polyethylene resins complying with ASTM D 3350, cell classification: P.E. 345434 D for High Density. It shall be Type 3, Grade 4, Class D, according to ASTM D 1248. The Contractor shall provide certified test results for review by the Engineer, from the manufacturer, that the material conforms with the applicable requirements. Material shall have a minimum thickness of SDR 32.5. Pipe specimens shall comply with the minimum property values shown below with the applicable ASTM requirements: Material Property ASTM Method Value HDPE Tensile Strength D 638 3,300 psi Elasticity Modulus E= 113,000 psi SectionlV.doc Page 51 of 128 5/15/2012 Section IV — Technical Specifications HDPE Impact Strength D 256 A 3.0 ft -lb /in Flexure Modulus E= 136,000 psi Expansion Coeff. c =0.009 in /in /deg F At the time of manufacture, each lot of liner shall be reviewed for defects and tested in accordance with ASTM D 2837 and D 1693. At the time of delivery, the liner shall be homogeneous throughout, uniform in color, free of cracks, holes, foreign materials, blisters, or deleterious faults. The Contractor shall provide, as requested, certified test results for review by the Engineer, from the manufacturer, that the material conforms with the applicable requirements. The Engineer may at any time request the Contractor provide test results from field samples to the above requirements. Liner shall be marked at 5 -foot intervals or less with a coded number, which identifies the manufacturer, SDR, size, material, date, and shift on which the liner was extruded. Lining manufacturer shall submit to the Engineer for approval as requested, complete design calculations for the liner thickness. The criteria for liner design shall be HS -20 traffic loading, water table to the ground surface, minimum expected lifetime of 50 years, and no structural strength retained from the existing pipe. Liner materials shall meet manufactures specifications of Pipe Liners, Inc. 3421 N. Causeway, Suite 321, New Orleans, LA 70002, 1- 800 - 344 -3744 or approved equal. Any approved equal liner system must be approved by the Engineer as an equal system prior to receiving bids. Request for contractor prequalification and /or equal liner system approval must be received by the Engineer no later than 14 days prior to the date for receiving bids. 26.4 CLEANING /SURFACE PREPARATION It shall be the responsibility of the Contractor to clean and prepare the existing pipes for rehabilitation. The Contractor will thoroughly clean the interior of the sewers to produce a clean interior surface free of all coatings, sand, rock, roots, sludge, or other deleterious materials prior to liner insertion. Bypass pumping will be provided by the Contractor as part of the unit cost of restoration. Bypass operations are to be so arranged as to cause minimum disruptions to local traffic, residents and particularly to commercial facilities. During the cleaning and preparation operations all necessary precautions shall be taken to protect the public, all property and the sewer from damage. All material removed from the sewers shall be the Contractor's responsibility for prompt disposal in accordance with all regulatory agency requirements. The Contractor may be required to control the rate of sewer cleaning in the sanitary system to avoid heavy pollution loads at the City's treatment plants. 26.5 TELEVISION INSPECTION After cleaning, and again after the rehabilitation work on each section of the project is completed, all pipe sections shall be visually inspected by means of closed- circuit color television, and recorded on VHS format tapes provided to the project engineer. The television system used shall be designed for the purpose and suitably lighted to provide a clear picture of the entire periphery of the pipe. SectionlV.doc Page 52 of 128 5/15/2012 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section IV — Technical Specifications 26.6 LINER INSTALLATION Liner shall be sized to field measurements obtained by the Contractor to provide a tight fit to the full interior circumference of the existing sanitary sewer and shall be a continuous, jointless liner product from inside of manhole to inside of manhole. Contractor shall use installation methods approved by the liner manufacturer including liner placement, reforming to fit existing pipe, pressure and heat requirements and reconnection of laterals. The Contractor shall immediately notify the Engineer of any construction delays taking place during the insertion operation. Contractor shall maintain a reasonable backup system for bypass pumping should delays or problems with pumping systems develop. Liner entries at manholes shall be smooth, free of irregularities, and watertight. No pinholes, tears, cracks, thin spots, or other defects in the liner shall be permitted. Such defects shall be removed and replaced by the Contractor at his expense. OSHA requirements for installation procedures, in particular, confined spaces are to be met. 26.7 LATERAL RECONNECTION Sanitary laterals shall be reconnected as soon as possible to renew service. Laterals are to be reconnected by means of robotics, by internally cutting out the liner to 100% of the area of the original opening. All lateral reconnections are to be grouted to prevent leakage. Grouting method and material is to be approved by the Engineer. Any reconnections to laterals and connections to manholes which are observed to leak shall be resealed by the Contractor. All laterals discovered during the lining process are to be reconnected unless specifically directed otherwise by the City. The Contractor will be requested to reconnect any laterals discovered to not be reconnected at a later date. Contractor shall notify all local system users when the sanitary system will not be available for normal usage by the delivery of door hangers with appropriate information regarding the construction project. 26.8 TIME OF CONSTRUCTION Construction schedules will be submitted by the Contractor and approved by the Engineer. At no time will any sanitary sewer service connection remain inoperative for more than a eight hour period without a service bypass being operated by the Contractor. In the event that sewage backup occurs and enters buildings, the Contractor shall be responsible for cleanup, repair and property damage costs and claims. 26.9 PAYMENT Payment for sanitary sewer restoration shall be made per lineal foot including all preparation, bypass pumping, equipment, labor, materials, operations, restoration, etc, to provide a fully completed and operational sewer. Payment shall be measured from center of manhole to center of manhole for the sanitary systems and from end of pipe to end of pipe for storm systems. 27 PLANT MIX DRIVEWAYS New driveways or existing black top driveways that must be broken back in widening the pavement (remove only enough to allow adequate grade for access to the street) shall be constructed or replaced in accordance with the specifications for paving the street with the exception that the base shall be six (6) inches. Use Section 23 G Asphaltic Concrete as specified for the street paving. SectionlV.doc Page 53 of 128 5/15/2012 Section IV — Technical Specifications When finished surface of existing drive is gravel, replacement shall be of like material. Payment shall be the same as Plant Mix Driveways. 27.1 BASIS OF MEASUREMENT Measurement shall be the number of square yard of Plant Mix Driveways in place and accepted. 27.2 BASIS OF PAYMENT Payment shall be the unit price per square yard for Plant Mix Driveways as measured above, which price shall be full compensation for all work described in this section of the specifications and shall include all materials, equipment, tools, labor and incidentals necessary to complete the work. 28 REPORTING OF TONNAGE OF RECYCLED MATERIALS This Article deleted. 29 CONCRETE CURBS Concrete Curbs shall be constructed to the line, grade and dimensions as shown on the plans. Unless otherwise noted, all concrete curbs shall have fiber mesh reinforcement and have a minimum strength of 3000 p.s.i. at 28 days. Expansion joints shall be placed at intervals not to exceed 100 feet, and scored joints shall be placed at intervals not to exceed 10 feet. In addition, all the requirements of City Articles 6, 7, and 8 shall also apply. The Contractor shall notify the Project Inspector a minimum of 24 hours in advance of the placement of all concrete curbs. 29.1 BASIS OF MEASUREMENT The basis of measurement shall be lineal feet of curb in place and accepted. 29.2 BASIS OF PAYMENT Payment shall be the unit price per lineal foot of curb, which price shall be full compensation for all work described in this and other applicable parts of the specifications and shall include all materials, equipment, tools, labor and incidentals necessary to complete the work. 30 CONCRETE SIDEWALKS AND DRIVEWAYS 30.1 CONCRETE SIDEWALKS Concrete sidewalks shall be constructed to the line, grade and dimensions as shown on the plans or herein specified. Unless otherwise noted, all concrete sidewalks shall have fiber mesh reinforcement and have a minimum strength of 3000 p.s.i. at 28 days. Unless otherwise specified, all concrete sidewalks shall have a minimum width of four feet (4'). Concrete sidewalks shall have a minimum thickness of four inches (4 "), except at driveway crossings where a minimum thickness of six inches (6 ") is required. Also, 6/6 X 10/10 welded wire mesh reinforcement is required for all sidewalk that crosses driveways. The welded wire mesh shall be positioned in the middle to upper third of the placement. No compensation shall be given if the welded wire mesh is not properly placed. Expansion joints shall be placed at intervals of not SectionlV.doc Page 54 of 128 5/15/2012 1 1 Section IV — Technical Specifications more than 100 hundred feet, and scoring marks shall be made every 5 feet. Concrete shall be poured only on compacted subgrade. In addition, all the requirements of City Articles 6, 7, and 8 shall also apply. 30.2 CONCRETE DRIVEWAYS Concrete driveways, whether new construction or replacement, shall be a minimum of six (6) inches in thickness with 6/6 x 10/10 welded wire mesh reinforcement and a minimum horizontal distance between expansion joints of no less than four (4) feet measured in any direction. The welded wire mesh shall be positioned in the middle to upper third of the placement. No compensation shall be given if the welded wire mesh is not properly placed. Concrete shall be poured only on compacted subgrade. In addition, all the requirements of City Articles 6, 7, and 8 shall also apply. The Contractor shall notify the Project Inspector a minimum of 24 hours in advance of the placement of all concrete sidewalks and driveways. 30.3 BASIS OF MEASUREMENT The basis of measurement shall be the number of square feet of 4" concrete sidewalk, 6" concrete sidewalk, and 6" concrete driveways in place and accepted. 30.4 BASIS OF PAYMENT Payment shall be the unit price per square foot for each item as measured above, which price shall be full compensation for all work described in this section and other applicable parts of the specifications and shall include all materials, equipment, tools, welded wire mesh where required, labor and incidentals necessary to complete the work. 31 SODDING Unless otherwise noted herein, the contractor shall place all sod, either shown on the plans or at the direction of the Engineer, in conformance with Sections 575, 981, 982 and 983 of FDOT's Standard Specifications (latest edition). The area for sod application shall be loosened and excavated to a suitable depth and finished to a grade compatible with existing grass and structures. Sod shall be placed with edges in close contact and shall be compacted to uniform finished grade with a sod roller immediately after placement. In sloped areas, the sod shall be graded and placed so as to prohibit erosion and undermining of the adjacent sidewalk. No sod that has been cut for more than 72 hours can be used unless authorized by the Engineer in advance. The sod shall be thoroughly watered immediately after placement. The Contractor shall continue to water sod as needed and /or directed by the Engineer as indicated by sun exposure, soil, heat and rain conditions, to establish and assure growth, until termination of the contract. Dead sod, or sod not acceptable to the Engineer, shall be removed and replaced by the Contractor at no additional compensation. Any questions concerning the type of existing sod shall be determined by the Engineer. Unless otherwise noted on the plans, payment for sod (including labor, equipment, materials, placement, rolling, watering, etc.) shall be included in other bid items. Payment for these associated bid items may be withheld until the Contractor provides the City a healthy, properly placed stand of grass. When this work is given as a separate bid item, it shall cover all labor, equipment and materials, (including water) required for this work and shall be paid for on the SectionlV.doc Page 55 of 128 5/15/2012 Section IV — Technical Specifications basis of each square foot in place and accepted. No payment for sod shall be made until the Contractor provides the City a healthy, properly placed stand of grass. 32 SEEDING Seed, or seed and mulch, shall only be used when specified for certain demolition projects. The seed and /or mulch shall be placed as called for on the plans in the following manner. The area to be seeded shall be brought to the required line and grade, fertilized and seeded in basic conformance with the latest edition of FDOT's Standard Specifications Sections 570, 981, 982 and 983. However, no wildflower seed shall be used, and Argentine Bahia Seed shall be used instead of Pensacola Bahia. No sprigging will be required. Also, the addition of 20 lb. of Rye Seed (to total 60 Ib. of seed per acre) will be required during the stated periods. It is also required that the Contractor maintain said seed until growth is assured. When this work is given as a bid item, the item shall cover all labor, material, equipment (including water), required for this work, and shall be paid for on the basis of each square yard in place and accepted. If called for on the plans, but not shown as a bid item, then the cost of such work as stated above shall be included in the cost of other work. 33 STORM MANHOLES, INLETS, CATCH BASINS OR OTHER STORM STRUCTURES For details on specific design of a type of storm structure refer to Part B Index Numbers 200 to 235. When required, inlets, catch basins or other structures shall be constructed according to the plans and applicable parts of the specifications, Section Numbers 7, 8, & 9, and as approved by the Engineer. Said structures shall be protected and saved from damage by the elements or other causes until acceptance of the work. 33.1 BUILT UP TYPE STRUCTURES Manholes shall be constructed of brick with cast iron frames and covers as shown on the Index Numbers 201 and 202. Invert channels shall be constructed smooth and semi circular in shape conforming to inside of adjacent sewer section. Changes in direction of flow shall be made in a smooth curve of as large a radius as possible. Changes in size and grade of channels shall be made gradually and evenly. Invert channels shall be built up with brick and mortar on top of concrete base. The storm structure floor outside of channels shall be made smooth and sloped toward channels. Manhole steps shall not be provided. Joints shall be completely filled and the mortar shall be smoothed from inside of the manholes. The entire exterior of brick manholes shall be plastered with one half inch of mortar. Brick shall be laid radially with every sixth course being a stretcher course. In cases where a storm pipe extends inside a structure, the excess pipe will be cut off with a concrete saw and shall not be removed with a sledge hammer. SectionlV.doc Page 56 of 128 5/15/2012 Section IV — Technical Specifications 33.2 PRECAST TYPE The manhole base shall be set on a pad of dry native sand approximately five inches thick to secure proper seating and bearing. Precast Manholes and Junction Boxes: The Contractor may substitute precast manholes and junction boxes in lieu of cast in place units unless otherwise shown on the plans. Precast Inlets will not be acceptable. When precast units are substituted, the construction of such units must be in accordance with ASTM C 478, or the standard specifications at the manufacturers option. Precast structures must also meet the requirement that on the lateral faces, either inside or outside, the distance between precast openings for pipe or precast opening and top edge of precast structure be no less than wall thickness. A minimum of four courses of brick will be provided under manhole ring so that future adjustment of manhole lid can be accommodated. Manhole steps shall not be provided. Manhole using 0 ring between precast sections will not be acceptable for storm structures. 33.3 BASIS OF PAYMENT Payment for Junction Boxes, Manholes or other structures shall be on a unit basis. 34 MATERIAL USED This article deleted. See SECTION III, ARTICLE 19 — MATERIAL USED. 35 CONFLICT BETWEEN PLANS AND SPECIFICATIONS This article deleted. See SECTION III, ARTICLE 20 — CONFLICT BETWEEN PLANS AND SPECIFICATIONS. 36 STREET SIGNS The removal, covering or relocation of street signs by the Contractor is PROHIBITED. All street signs shall be removed, covered or relocated by the City's Traffic Engineering Division in accordance with Sections 700, 994, 995, and 996 of FDOT's Standard Specifications (latest edition). The Contractor shall notify the City's Traffic Engineering Division a minimum of 24 hours in advance of the proposed sign relocation, covering or removal. 37 AUDIONIDEO RECORDING OF WORK AREAS 37.1 CONTRACTOR TO PREPARE AUDIONIDEO RECORDING Prior to commencing work, the Contractor shall have a continuous color audio /video recording taken along the entire length of the Project including all affected project areas. Streets, easements, rights -of -way, lots or construction sites within the Project must be recorded to serve as a record of a pre - construction conditions. 37.2 SCHEDULING OF AUDIONIDEO RECORDING The video recordings shall not be made more than twenty -one (21) days prior to construction in any area. SectionlV.doc Page 57 of 128 5/15/2012 Section IV — Technical Specifications 37.3 PROFESSIONAL VIDEOGRAPHERS The Contractor shall engage the services of a professional videographer. The color audio videotapes shall be prepared by a responsible commercial firm known to be skilled and regularly engaged in the business of pre- construction color audio -video recording documentation. 37.4 EQUIPMENT All equipment, accessories, materials and labor to perform this service shall be furnished by the Contractor. The total audio video system shall reproduce bright, sharp, clear pictures with accurate colors and shall be free from distortion, tearing, rolls or any other form of imperfection. The audio portion of the recording shall reproduce the commentary of the camera operator with proper volume, clarity and be free from distortion and interruptions. In some instances, audio video coverage may be required in areas not accessible by conventional wheeled vehicles. Such coverage shall be obtained by walking. 37.5 RECORDED INFORMATION, AUDIO Each recording shall begin with the current date, project name and be followed by the general location, i.e., viewing side and direction of progress. Accompanying the video recording of each video shall be a corresponding and simultaneously recorded audio recording. This audio recording, exclusively containing the commentary of the camera operator or aide, shall assist in viewer orientation and in any needed identification, differentiation, clarification, or objective description of the features being shown in the video portion of the recording. The audio recording shall also be free from any conversations. 37.6 RECORDED INFORMATION VIDEO All video recordings must continuously display transparent digital information to include the date and time of recording. The date information shall contain the month, day and year. The time information shall contain the hour, minutes and seconds. Additional information shall be displayed periodically. Such information shall include, but not be limited to, project name, contract number, direction of travel and the viewing side. This transparent information shall appear on the extreme upper left hand third of the screen. Camera pan, tilt, zoom -in and zoom out rates shall be sufficiently controlled such that recorded objects will be clearly viewed during videotape playback. In addition, all other camera and recording system controls, such as lens focus and aperture, video level, pedestal, chrome, white balance, and electrical focus shall be properly controlled or adjusted to maximize picture quality. The construction documentation shall be recorded in SP mode. 37.7 VIEWER ORIENTATION The audio and video portions of the recording shall maintain viewer orientation. To this end, overall establishing views of all visible house and business addresses shall be utilized. In areas where the proposed construction location will not be readily apparent to the videotape viewer, highly visible yellow flags shall be placed, by the Contractor, in such a fashion as to clearly indicate the proposed centerline of construction. When conventional wheeled vehicles are used as conveyances for the recording system, the vertical distance between the camera lens and the ground shall not exceed 10 feet. The camera shall be firmly mounted such that transport of the camera during the recording process will not cause an unsteady picture. SectionlV.doc Page 58 of 128 5/15/2012 Section IV — Technical Specifications 37.8 LIGHTING All recording shall be done during time of good visibility. No taping shall be done during precipitation, mist or fog. The recording shall only be done when sufficient sunlight is present to properly illuminate the subjects of recording and to produce bright, sharp video recordings of those subjects. 37.9 SPEED OF TRAVEL The average rate of travel during a particular segment of coverage shall be directly proportional to the number, size and value of the surface features within that construction areas zone of influence. The rate of speed in the general direction of travel of the vehicle used during taping shall not exceed forty -four (44) feet per minute. 37.10 VIDEO LOG /INDEX All videotapes shall be permanently labeled and shall be properly identified by videotape number and project title. Each videotape shall have a log of that videotape's contents. The log shall describe the various segments of coverage contained on the video tape in terms of the names of the streets or location of easements, coverage beginning and end, directions of coverage, video unit counter numbers, engineering survey or coordinate values (if reasonably available) and the date. 37.11 AREA OF COVERAGE Tape coverage shall include all surface features located within the zone of influence of construction supported by appropriate audio coverage. Such coverage shall include, but not be limited to, existing driveways, sidewalks, curbs, pavements, drainage system features, mailboxes, landscaping, culverts, fences, signs, Contractor staging areas, adjacent structures, etc. within the area covered by the project. Of particular concern shall be the existence of any faults, fractures, or defects. Taped coverage shall be limited to one side of the Site, street, easement or right of way at any one time. 37.12 COSTS OF VIDEO SERVICES The cost to complete the requirements under this section shall be included in the contract items provided in the proposal sheet. There is no separate pay item for this work. 38 EROSION AND SILTATION CONTROL 38.1 STABILIZATION OF DENUDED AREAS No disturbed area may be denuded for more than thirty (30) calendar days unless otherwise authorized by the City Engineer. During construction, denuded areas shall be covered by mulches such as straw, hay, filter fabric, seed and mulch, sod, or some other permanent vegetation. Within sixty (60) calendar days after final grade is established on any portion of a project site, that portion of the site shall be provided with established permanent soil stabilization measures per the original site plan, whether by impervious surface or landscaping. SectionlV.doc Page 59 of 128 5/15/2012 Section IV — Technical Specifications 38.2 PROTECTION AND STABILIZATION OF SOIL STOCKPILES Fill material stockpiles shall be protected at all times by on -site drainage controls which prevent erosion of the stockpiled material. Control of dust from such stockpiles may be required, depending upon their location and the expected length of time the stockpiles will be present. In no case shall an unstabilized stockpile remain after thirty (30) calendar days. 38.3 PROTECTION OF EXISTING STORM SEWER SYSTEMS During construction, all storm sewer inlets in the vicinity of the project shall be protected by sediment traps such as secured hay bales, sod, stone, etc., which shall be maintained and modified as required by construction progress, and which must be approved by the City Engineer before installation. 38.4 SEDIMENT TRAPPING MEASURES Sediment basins and traps, perimeter berms, filter fences, berms, sediment barriers, vegetative buffers and other measures intended to trap sediment and /or prevent the transport of sediment onto adjacent properties, or into existing water bodies; must be installed, constructed, or, in the case of vegetative buffers, protected from disturbance, as a first step in the land alteration process. Such systems shall be fully operative and inspected by the City before any other disturbance of the site begins. Earthen structures including but not limited to berms, earth filters, dams or dikes shall be stabilized and protected from drainage damage or erosion within one week of installation. 38.5 SEDIMENTATION BASINS Areas of 3 acres or more shall be required to have temporary sedimentation basins as a positive remedy against downstream siltation and will be shown and detailed on construction plans. During development, permanent detention areas may be used in place of silt basins, provided they are maintained to the satisfaction of the City. The Contractor will be required to prohibit discharge of silt through the outfall structure during construction of any detention area and will be required to clean out the detention area before installing any permanent subdrain pipe. In addition, permanent detention areas must be totally cleaned out and operating properly at final inspection and at the end of the one year warranty period. When temporary sedimentation basins are used, they shall be capable at all times of containing at least one (1) cubic foot of sediment for each one hundred (100) square feet of area tributary to the basin. Such capacity shall be maintained throughout the project by regular removal of sediment from the basin. 38.6 WORKING IN OR CROSSING WATERWAYS OR WATERBODIES Land alteration and construction shall be minimized in both permanent and intermittent waterways and the immediately adjacent buffer of 25 feet from top of bank of the waterways and the buffer area whenever possible, and barriers shall be used to prevent access. Where in channel work cannot be avoided, precautions must be taken to stabilize the work area during land alteration, development and /or construction to minimize erosion. If the channel and buffer area are disturbed during land alteration, they must be stabilized within three (3) calendar days after the in channel work is completed. SectionlV.doc Page 60 of 128 5/15/2012 Section IV — Technical Specifications Silt curtains or other filter /siltation reduction devices must be installed on the downstream side of the in channel alteration activity to eliminate impacts due to increased turbidity. Wherever stream crossings are required, properly sized temporary culverts shall be provided by the contractor and removed when construction is completed. The area of the crossing shall be restored to a condition as nearly as possible equal to that which existed prior to any construction activity. 38.7 SWALES, DITCHES AND CHANNELS All swales, ditches and channels leading from the site shall be sodded within three (3) days of excavation. All other interior swales, etc., including detention areas will be sodded prior to issuance of a Certificate of Occupancy. 38.8 UNDERGROUND UTILITY CONSTRUCTION The construction of underground utility lines and other structures shall be done in accordance with the following standards: a. No more than 400 lineal feet of trench shall be open at any one time; b. Wherever consistent with safety and space consideration, excavated material shall be cast to the uphill side of trenches. Trench material shall not be cast into or onto the slope of any stream, channel, road ditch or waterway. 38.9 MAINTENANCE All erosion and siltation control devices shall be checked regularly, especially after each rainfall and will be cleaned out and /or repaired as required. 38.10 COMPLIANCE Failure to comply with the aforementioned requirements may result in a fine and /or more stringent enforcement procedures such as (but not limited to) issuance of a "Stop Work Order ". City of Clearwater Standard Detail Drawings No. 601 and 607 are examples of accepted methods that may be used or required to control erosion and siltation. SectionlV.doc Page 61 of 128 5/15/2012 Section IV — Technical Specifications City of Clearwater - Erosion Control This notice is to inform the prime contractor that the City of Clearwater holds them responsible for soil erosion control on their site. The City of Clearwater Engineering Department has the responsibility to minimize the amount of soil erosion into the City's streets, storm sewers and waterways. The construction of a new residence or commercial site and major remodeling of an existing site creates a potential for soil erosion. These instances are usually the result of contractors and subcontractors accessing the property with equipment or construction materials. Then rain storms redistribute the eroded soil into the adjacent streets, storm systems and waterways. When erosion takes place, a City Inspector will place a correction notice at the site. The procedure will be as follows: 1st occurrence Warn ing 2nd occurrence - $32 Re- inspection Fee 3rd occurrence - $80 Re- inspection Fee 4th occurrence - Stop Work Order Dependent on the severity of the erosion, the City's Engineering Department may elect to rectify the erosion problem and charge the contractor accordingly. The attached drawings and details are recommendations for the contractor to use as means to support the site from eroding. The contractor may elect to shovel and sweep the street daily or on an as needed basis. However, erosion must be held in check. If the contractor would like to meet with a City inspector on any particular site, please contact Construction Services at 562 -4750 or Planning & Development Services at 562 -4741. Erosion Control Required - City of Clearwater's Code of Ordinances requires erosion control on all land development projects. Erosion control must be in place and maintained throughout the job. Failure to do so may result in additional costs and time delays to the permit holder. Contact Engineering Department with specific questions at 562 -4750. SectionlV.doc Page 62 of 128 5/15/2012 N 11111 B' 111111 11111 - EN N NS 1011 111111 11111 INI1 Section IV — Technical Specifications CITY OF CLEARWATER NOTICE OF EROSION VIOLATION UNDER SECTION 3 -701 (DIVISION 7 — EROSION AND SILTATION CONTROL) OF THE CITY OF CLEARWATER CODE OF ORDINANCES, THIS SITE HAS BEEN FOUND IN VIOLATION. THIS SITE MUST BE RESTORED TO AN EROSION CONTROLLED SITE PRIOR TO ANY FURTHER DEVELOPMENT TO CONTINUE. Warning $32.00 Re- inspection Fee $80.00 Re- inspection Fee Stop Work Order DATE POSTED: CITY OF CLEARWATER PLANNING & DEVELOPMENT SERVICES 727 562 -4741 ENGINEERING /CONSTRUCTION 727 562 -4750 Inspector's Name: Received by: (Signature indicates only a copy of this notice has been received and does not in any way indicate admission of guilt or concurrence with findings of the inspector.) Inspector's Signature: IT IS A VIOLATION TO REMOVE THIS NOTICE ANY UNAUTHORIZED PERSON REMOVING THIS SIGN WILL BE PROSECUTED SectionlV.doc Page 63 of 128 5/15/2012 Section IV — Technical Specifications 39 UTILITY TIE IN LOCATION MARKING The tie in locations for utility laterals of water, sanitary sewer, and gas shall be plainly marked on the back of the curb. Marking placed on the curb shall be perpendicular with respect to the curb of the tie in location on the utility lateral. Marks shall not be placed on the curb where laterals cross diagonally under the curb. The tie in location shall be the end of the utility lateral prior to service connection. Markings shall be uniform in size and shape and colors in conformance with the code adopted by the American Public Works Association as follows: SAFETY RED Electric power, distribution & transmission Municipal Electric Systems HIGH VISIBILITY SAFETY YELLOW Gas Distribution and Transmission Oil Distribution and Transmission Dangerous Materials, Produce Lines, Steam Lines SAFETY ALERT ORANGE Telephone and Telegraph Systems Police and Fire Communications Cable Television SAFETY PRECAUTION BLUE Water Systems Slurry Pipe Lines SAFETY GREEN Sewer Systems LAVENDER RECLAIMED WATER WHITE PROPOSED EXCAVATION Marks placed on curbs shall be rectangular in shape and placed with the long dimension perpendicular to the flow line of the curb. Marks placed on valley gutter and modified curb shall be 6 -inch x 3 -inch and placed at the back of the curb. Marks placed on State Road and vertical curb shall be 4 -inch X 2 -inch and be placed on the curb face. 40 AWARD OF CONTRACT, WORK SCHEDULE AND GUARANTEE This article not used. See SECTION III, ARTICLE 24 — AWARD OF CONTRACT, WORK SCHEDULE AND GUARANTEE. 41 POTABLE WATERMAINS, RECLAIMED WATERMAINS AND 1 APPURTENANCES 1 t 1 1 41.1 SCOPE The Contractor shall furnish all plant, labor, materials and equipment to perform all operations in connection with the construction of potable water mains, reclaimed water mains and appurtenances including clearing, excavation, trenching, backfilling and clean up. SectionlV.doc Page 64 of 128 5/15/2012 1 1 1 1 I t 1 1 Section IV — Technical Specifications 41.2 MATERIALS 41.2.1 GENERAL Materials, equipment and supplies furnished and permanently incorporated into the project shall be of first quality in every respect and shall be constructed and finished to high standards of workmanship. Materials shall be suitable for service intended, shall reflect modern design and engineering and shall be fabricated in a first class workmanlike manner. All materials, equipment and supplies shall be new and shall have not been in service at any time previous to installation, except as required in tests or incident to installation. Machined metal surfaces, exposed bearings and glands shall be protected against grit, dirt, chemical corrosion and other damaging effects during shipment and construction. 41.2.2 PIPE MATERIALS AND FITTINGS 41.2.2.1 DUCTILE IRON PIPE Ductile Iron Pipe shall be in accordance with ANSUAWWA C151/A21.51 81 or latest revision. Pipe thickness class, wall thickness and working pressure shall conform to the following table: Size Class Thickness (In.) Rated Water Working Pressure (PSI) 4" 51 0.26 350 6" 50 0.25 350 8" 50 0.27 350 12" 50 0.31 350 The trench laying condition shall be Type 2, Flat bottom trench backfill lightly consolidated to centerline of pipe. Pipe shall be manufactured in accordance with ANSUAWWA C151/A21.51 81 or latest revision. Pipe shall be asphalt coated on the outside and standard cement lined and sealed coated with approved bituminous seal coat in accordance with ANSUAWWA C104/A21.4 80 or latest revision. 41.2.2.2 POLYVINYL CHLORIDE (PVC) PIPE Polyvinyl Chloride (PVC) Pipe 4 -inch through 8 -inch shall be in accordance with ANSI /AWWA C900 or latest revision and the American Society for Testing Materials (ASTM) Standard D 2241 and PVC Resin Compound conforming to ASTM Specification D 1784. Polyvinyl Chloride Pipe shall have the same O.D. as Cast and Ductile Iron Pipe and be compatible for use without special adapters with Cast Iron Fittings. Pipe dimension ratio, working pressure and laying length shall conform to the following table: SectionlV.doc Page 65 of 128 5/15/2012 Section IV — Technical Specifications Size Dimension Ratio (OD /Thick.) Rated Water Working Pressure (PSI) Laying Length (Ft) 4 18 150 20 6 18 150 20 8 18 150 20 Pipe larger than 8 -inch shall be ductile iron. The City Engineer reserves the right to require the use of ductile iron in sizes 4 -inch through 8 -inch when needed due to laying conditions or usage. The bell of 4 -inch and larger PVC pipe shall consist of an integral wall section with a solid cross section elastomeric ring which meets the requirements of ASTM D 1869. Each length of pipe shall bear identification that will remain legible during normal handling, storage and installation and so designate the testing agency that verified the suitability of the pipe material for potable water service. All polyvinyl chloride pipe shall be laid with two (2) strands of insulated 12 gauge A.W.G. solid strand copper wire taped to the top of each joint of pipe with about 18- inches between each piece of tape. It is to be installed at every valve box through a 2 -inch PVC pipe to 12- inches minimum above the top of the concrete slab. The 2 -inch PVC pipe shall be the same length as the adjustable valve box, and the 2 -inch PVC pipe shall be plugged with a 2 -inch removable brass plug with recessed nut. This wire is to be continuous with splices made only by direct bury 3M brand splice kit approved by the Engineer. This wire is to be secured to all valves, tees and elbows. 41.2.2.3 FITTINGS AND JOINTS Fitting from 4 -inch through 16 -inch in size will be compact ductile iron cast in accordance with ANSI/AWWA C153/A 21.53 with mechanical joint bells. Bolts, nuts and gaskets shall be in accordance with requirements of ANSI/AWWA C153/A 21.53. The working pressure rating shall be 350 P.S.I. Ductile iron fittings shall be coated and lined in accordance with require requirements of ANSI /AWWA C104/A21.4. Mechanical joint glands shall be ductile iron in accordance with ANSI /AWWA C111 /A 21.11. When reference is made to ANSI/AWWA Standards, the latest revisions apply. Only those fittings and accessories that are of domestic (USA) manufacture will be acceptable. 41.2.2.4 RESTRAINT Restraint of plugs, caps, tees, bends, etc., shall be accomplished by the use of approved mechanical restraining rings or glands installed per manufacturers recommendations. Hydrants shall be restrained by the use of swivel connecting joints. Restraining mechanical joint glands on hydrants shall be used only where hydrant runout length precludes the use of swivel joint connectors. 41.2.2.5 PIPE WITHIN CASING All pipe placed within casings shall be slip joint ductile iron restrained by the use of restraining gaskets designed for use with the particular joint being installed and have properly sized casing spacers (Cascade Series) installed on the pipe so that the pipe will be centered within the casing. SectionlV.doc Page 66 of 128 5/15/2012 1 1 1 i 1 1 t 1 Section IV — Technical Specifications Each end of the casing shall be properly sealed to prevent the intrusion of soil, water, or debris within the casing itself. It shall be sealed by brick and mortar, cement or any approved method by the Engineer. 41.2.3 GATE VALVES Discs of valves shall be operated by methods which will allow operation in any position with respect to the vertical. Gate valves for interior piping or exposed above grade outside structures, shall be handwheel operated with rising stems. Valves 4- inches and larger, buried in earth shall be equipped with 2 -inch square operating nuts, valve boxes and covers. Valves shall be fitted with joints suitable for the pipe with which they are to be used. The direction of opening for all valves shall be to the left (counter clockwise). Pressure Rating: Unless otherwise shown or specified, valves for high pressure service shall be rated at not less than 150 psi cold water, nonshock. The manufacturer's name and pressure rating shall be cast in raised letters on the valve body. Installation: Installation shall be in accordance with good standard practice. Exposed pipelines shall be so supported that their weight is not carried through valves. Two Inch Diameter and smaller: Not allowed. These should be approved ball valves. Three Inch Diameter: Not allowed. Four Inch to Sixteen Inch Diameter: Gate Valves, 4 to 16 -inch diameter, inclusive, shall be resilient seated gate valves encapsulated with EPDM Rubber in conformance with ANSI /A.W.W.A. Standard Specification C509 -515 latest revision. These valves shall include the following features consistent with C509 -515, full opening unobstructed waterway, zero leakage at 200 p.s.i. differential pressure, all internal parts removable from bonnet without removing body from pressure main, corrosion resistant bronze or stainless steel nonrising stem with 0 ring bonnet seal with epoxy coated inside and outside cast iron or ductile iron valve body.. Larger than Sixteen Inch Diameter: Gate valves larger than 16 -inch shall be suitable for the service intended and shall be resilient seated gate valves encapsulated with EPDM rubber in conformance with ANSI /AWWA. These valves shall include the following features consistent with C509 -80, full opening unobstructed waterway, zero leakage at 200 psi differential pressure. All valves shall be equipped with steel cut bevel gears, extended type gear case and rollers, bronze or babbitt tracks and scrapers and valved by -pass. 41.2.4 VALVE BOXES Valve boxes shall be of standard extension design and manufacture and shall be made of cast iron. No PVC Risers or Derisers are allowed as part of a valve box assembly. They are to be a- piece valve box assembles. The lower part of the assembly can be ordered in various heights to accommodate different depths. Suitable sizes of valve boxes and extension pieces shall be provided where shown. The valve box cover shall be of cast iron. Valve boxes and their installation shall be included in the bid price for valves. Refer to City Index No. 402; Sheet 1 of 5 & Sheet 2 of 5 for potable water valve pad detail, and City Index No. 502; Sheet 1 of 2 & Sheet 2 of 2 for reclaimed water valve boxes and pad detail. SectionlV.doc Page 67 of 128 5/15/2012 t Section IV — Technical Specifications 41.2.5 HYDRANTS No other hydrants, other than those listed below, may be used in extension to or replacement of the City of Clearwater potable water system: • Kennedy Guardian #K 8lD Fire Hydrant, • Mueller Super Centurion 25 Fire Hydrant • AVK Nostalgic 2780. • American Darling B -84 -B. No substitutions shall be allowed without the approval of the City of Clearwater. Above hydrants shall be in accordance with the latest revision of the AWWA Specification C 502 and include the following modifications: 1. All shipments to be palletized and tailgate delivery. 2. Hydrants shall conform to A.W.W.A. Standard C -502 latest revision and must be UL/FM listed. 3. Hydrants shall be of the compression type, closing with line pressure. 4. The operating threads will be contained in an operating chamber sealed at the top and bottom with an 0-ring seal. The chamber will contain a lubricating grease or oil. 5. Hydrants shall be of the traffic model breakaway type, with the barrel made in two sections with the break flange located approximately 2 -inch above the ground line. Breakaway bolts not allowed. 6. Operating nut shall be of one -piece bronze or ductile iron construction. 7. A dirt shield shall be provided to protect the operating mechanism from grit buildup and corrosion due to moisture. 8. A thrust washer shall be supplied between the operating nut and stem lock nut to facilitate operation. 9. Operating nut shall be a #7 (1 -1/2 -inch) pentagon nut. 10. Nozzles shall be of the tamper resistant, 1/4 turn type with 0-ring seals or threaded into upper barrel. Nozzles shall be retained with a stainless steel locking device. 11. The main valve shall be of EPDM solid rubber. 12. The seat shall be of a bronze ring threaded to a bronze insert in the hydrant shoe, with 0- rings to seal the barrel from leakage of water in the shoe. 13. The main valve stem will be 304 or higher grade stainless steel and made in two sections with a breakable coupling. 14. Hydrant shall have a 6 -inch Mechanical Joint epoxy lined elbow, less accessories. 15. Hydrant shall have a 5 -1/4 -inch valve opening, and shall be a left hand operation to open. 16. Hydrant shall be without drains. 17. Hydrant shall have two (2) 2 -1/2 -inch hose nozzles and one (1) 4 -1/2 -inch pumper nozzle. Threads shall be in accordance with the National Standard Hose Coupling Thread Specifications. SectionlV.doc Page 68 of 128 5/15/2012 Section IV — Technical Specifications 18. Hydrant body shall have a factory finish of yellow paint. All paints shall comply with AWWA standard C- 502 -85 or latest revision. All hydrants will be shop tested in accordance with the latest AWWA Specification C 502. Constrained joint assemblies shall be used which have bolted mechanical and swivel joints from the hydrant tee through to the hydrant. Constrained joints shall absorb all thrust and prevent movement of the hydrant. All hydrants shall be provided with an auxiliary gate valve so that the water to the hydrant may be shut off without the necessity of closing any other valve in the distribution system. No hydrants shall be installed on the reclaimed water system unless approved by the City of Clearwater's Engineering Department. 41.2.6 SERVICE SADDLES Service saddles shall be used on all service taps to 4 -inch P.V.C. water main. The largest service connection allowable on 4 -inch main shall be 1 -1/2 -inch. Service saddles shall be used on all 2- inch service connections to 6 -inch and larger mains. Service saddles (JCM 406 series or Ford FC 202 series) shall be wide bodied ductile iron with epoxy or nylon coating and shall have stainless steel straps. 41.2.7 TESTS, INSPECTION AND REPAIRS 1. All materials shall be tested in accordance with the applicable Federal, ASTM or AWWA Specification and basis of rejection shall be as specified therein. Certified copies of the tests shall be submitted with each shipment of materials. 2. All materials will be subject to inspection and approved by the Engineer after delivery; and no broken, cracked, misshapen, imperfectly coated or otherwise damaged or unsatisfactory material shall be used. 3. All material found during the progress of the work to have cracks, flaws, or other defects shall be rejected and promptly removed from the site. 4. If damage occurs to any pipe, fittings, valves, hydrants or water main accessories in handling, the damage shall be immediately brought to the Engineer's attention. The Engineer shall prescribe corrective repairs or rejection of the damaged items. 41.2.8 BACKFLOW PREVENTERS The City of Clearwater owns and maintains all backflow prevention devices that are installed within their system. Therefore, any and all devices must be purchased from the City and installed by City work forces. Backflow prevention devices installed on customer's service lines at the point of delivery (service connection) shall be of a type in accordance with AWWA specification C506 or latest revision. Two (2) different types of backflow prevention devices are allowed. Type of device, when required, is determined by the degree of hazard presented to the municipal water system from possible backflow of water within the customers private system. The types of devices allowed are: SectionlV.doc Page 69 of 128 5/15/2012 Section IV — Technical Specifications L Double Check Valve Assembly a device composed of two single, independently acting, approved check valves, including tightly closing shutoff valves located at each end of the assembly and suitable connections for testing the watertightness of each check valve. 2. Reduced pressure principle backflow prevention device a device containing a minimum of two independently acting, approved check valves, together with an automatically operated pressure differential relief valve located between the two check valves. The unit must include tightly closing shutoff valves located at each end of the device, and each device shall be fitted with properly located test cocks. 41.2.9 TAPPING SLEEVES Steel body tapping sleeves shall be JCM Industries Inc., JCM 412 or Smith -Blair 622. All steel body tapping sleeves shall have heavy welded ASTM A 285, Grade C steel body, stainless steel bolts, manufacturer's epoxy coated body, and 3/4 -inch bronze test plug. 41.2.10 BLOW OFF HYDRANTS Blow offs are not allowed. 41.3 CONSTRUCTION 41.3.1 MATERIAL HANDLING 1. Pipe, fittings, valves, hydrants and accessories shall be loaded and unloaded by lifting with hoists or skidding so as to avoid shock or damage. Under no circumstances shall such materials be dropped. Pipe handled on skidways shall not be skidded rolled against pipe already on the ground. 2. Pipe shall be so handled that the coating and lining will not be damaged. If, however, any part of the coating or lining is damaged, the repair shall be made by the Contractor at his expense in a manner satisfactory to the Engineer. 3. In distributing the material at the site of the work, each piece shall be unloaded opposite or near the place where it is to be laid in the trench. 41.3.2 PIPE LAYING 41.3.2.1 ALIGNMENT AND GRADE The pipe shall be laid and maintained to the required lines and grades with fittings, valves and hydrants at the required locations, spigots centered in bells; and all valves and hydrant stems plumb. All pipe installed shall be pigged and properly blown off before any pressure testing and sterilization of the pipe can be completed. The depth of cover over the water main shall be a minimum of 30- inches and a maximum of 42- inches below finished grade, except where approved by the Engineer to avoid conflicts and obstructions. Whenever obstructions not shown on the plans are encountered during the progress of the work and interfere to such an extent that an alteration of the plans is required, the Engineer shall have the authority to change the plans and order a deviation from the line and grade or arrange with the Owners of the structures for the removal, relocation, or reconstruction of the obstructions. SectionlV.doc Page 70 of 128 5/15/2012 Section IV — Technical Specifications 41.3.2.2 INSTALLATION Proper implements, tools, and facilities satisfactory to the Engineer shall be provided and used by the Contractor for the safe and convenient performance of the work. All pipe, fittings, valves and hydrants shall be carefully lowered into the trench piece by piece by means of a derrick, ropes, or other suitable tools or equipment in such a manner as to prevent damage to materials and protective coatings and linings. Under no circumstances shall materials be dropped or dumped in the trench. If damage occurs to any pipe, fittings, valves, hydrants or accessories in handling, the damage shall be immediately brought to the Engineer's attention. The Engineer shall prescribe corrective repairs or rejection of the damaged items. All pipe and fittings shall be carefully examined for cracks and other defects while suspended above the trench immediately before installation in final position. Spigot ends shall be examined with particular care as this area is the most vulnerable to damage from handling. Defective pipe or fittings shall be laid aside for inspection by the Engineer who will prescribe corrective repairs or rejection. All lumps, blisters, and excess coating shall be removed from the bell and spigot end of each pipe, and the outside of the spigot and the inside of the bell shall be wire brushed and wiped clean and dry and free from oil and grease before the pipe is laid. Pipe joints shall be made up in accordance with the manufacturer's recommendations. Every precaution shall be taken to prevent foreign material from entering the pipe while it is being placed in the line. If the pipe laying crew cannot put the pipe into the trench and in place without getting earth into it, the Engineer may require that, before lowering the pipe into the trench, a heavy, woven canvas bag of suitable size shall be placed over each end and left there until the connection is to be made to the adjacent pipe. During laying operation, no debris, tools, clothing or other materials shall be placed in the pipe. As each length of pipe is placed in the trench, the spigot end shall be centered in the bell and the pipe forced home and brought to correct line and grade. The pipe shall be secured in place with approved backfill material tamped under it except at the bells. Precautions shall be taken to prevent dirt from entering the joint space. At times when pipe laying is not in progress, the open ends of pipe shall be closed by a watertight plug or other means approved by the Engineer. The cutting of pipe for inserting valves, fittings, or closure pieces shall be done in a neat and workmanlike manner without damage to the pipe or cement lining and so as to leave a smooth end at right angles to the axis of the pipe. Pipe shall be laid with bell ends facing in the direction of laying unless directed otherwise by the Engineer. Where pipe is laid on the grade of 10 per cent or greater, the laying shall start at bottom and shall proceed upward with the bell ends of the pipe upgrade. Wherever it is necessary to deflect pipe from a straight line, either in the vertical or horizontal plane to avoid obstructions or to plumb stems; or where long radius curves are permitted, the amount of deflection allowed shall not exceed that allowed under the latest edition of ANSI/AWWA C600 -82 and C900 81 or latest revisions. No pipe shall be laid when, in the opinion of the Engineer, trench conditions are unsuitable. SectionlV.doc Page 71 of 128 5/15/2012 Section IV — Technical Specifications 41.3.3 SETTING OF VALVES, HYDRANTS AND FITTINGS 41.3.3.1 GENERAL Valves, hydrants, fittings, plugs and caps shall be set and joined to pipe in the manner specified above for installation of pipe. 41.3.3.2 VALVES Valves in water mains shall, where possible, be located on the street property lines extended unless shown otherwise on the plans. All valves shall be installed at the tee in all cases, not to exceed 18- inches from the main line. The valve box shall not transmit any shock or stress to the valve and shall be centered and plumb over the wrench nut of the valve, with the box cover flush with the surface of the finished pavement or such other level as may be directed. Refer to City Index No. 402; Sheet 1 of 5 & Sheet 2 of 5 for potable water valve pad detail, and City Index No. 502; Sheet 1 of 2 & Sheet 2 of 2 for reclaimed water valve box and pad detail. 41.3.3.3 HYDRANTS Hydrants shall be located as shown or as directed so as to provide complete accessibility and minimize the possibility of damage from vehicles or injury to pedestrians. All hydrants located 10 -feet of more from the main shall have a gate valve at the main and another gate valve at the hydrant location. No valve can be located anywhere in the hydrant run to circumvent the use of two valves. Refer to City Index No. 402; Sheet 5 of 5 for potable water hydrants. No hydrants shall be installed on the reclaimed water system unless approved by the City of Clearwater's Engineering Department. All hydrants shall stand plumb and shall have their nozzles parallel with, or at right angles to, the curb, with the pumper nozzle facing the curb. Hydrants shall be set to the established grade, with nozzles as shown or as directed by the Engineer. Each hydrant shall be connected to the main with a 6 -inch ductile iron branch controlled by an independent 6 inch gate valve. 41.3.3.4 ANCHORAGE Movement of all plugs, caps, tees, bends, etc., unless otherwise specified shall be prevented by attaching approved mechanical restraining rings or glands and installed per manufacturers recommendations. Hydrants shall be held in place with restrained swivel joints. Restraining mechanical joint glands on hydrants may be used where hydrant runout length precludes the use of hydrant connecting swivel joints. Where special anchorage is required, such anchorage shall be in accordance with details shown on the plans. 41.3.4 CONNECTIONS TO EXISTING LINES Where shown on the plans or directed by the Engineer, the water lines constructed under this contract shall be connected to the existing lines now in place. No such connection shall be made until all requirements of the specifications as to tests, flushing, and sterilization have been met and the plan of the cut in to the existing line has been approved by the Engineer. SectionlV.doc Page 72 of 128 5/15/2012 1 1 1 1 1 1 1 1 1 r E Section IV — Technical Specifications Where connections are made between new work and existing work, the connections shall be made in a thorough and workmanlike manner using proper materials and fittings to suit the actual conditions. All fittings shall be properly sterilized and pipe will be properly swabbed before connections to existing facilities. All connections to existing facilities will be completed under the supervision of the City of Clearwater Water Division. 41.4 TESTS 41.4.1 HYDROSTATIC TESTS After installation of water mains, complete with all associated appurtenances including service taps, all sections of newly laid main shall be subject to a hydrostatic pressure test of 150 pounds per square inch for a period of two (2) hours and shall conform to AWWA C600 latest revision. All mains shall be pigged and flushed to remove all sand and other foreign matter before any hydrostatic test can or will be performed. The pressure test shall be applied by means of a pump connected to the pipe in a manner satisfactory to the Engineer. The pump, pipe connection and all necessary apparatus, together with operating personnel, shall be furnished by the Contractor at his expense. The Contractor shall make all necessary taps into the pipe line. The Owner will furnish the water for the test. Before applying the test pressure, all air shall be expelled from the pipe line. 41.4.2 NOTICE OF TEST The Contractor shall give the City of Clearwater's Owner Representative 48 -hours advance notice of the time when the installation is ready for hydrostatic testing. 41.5 STERILIZATION Before the system is put into operation, all water mains and appurtenances and any item of new construction with which the water comes in contact, shall be thoroughly sterilized in accordance with AWWA C651. 41.5.1 STERILIZING AGENT The sterilizing agent shall be liquid chlorine, sodium hypochlorite solution conforming to Federal Specification 0 S 602B, Grade D, or dry hypochlorite, commonly known as "HTH" or "Perchloron ". 41.5.2 FLUSHING SYSTEM Prior to the application of the sterilization agent, all mains shall be thoroughly flushed. Flushing shall continue until a clean, clear stream of water flows from the hydrants. Where hydrants are not available for flushing, such flushing shall be accomplished at the installed blow off devices generally at the ends of the lines. 41.5.3 STERILIZATION PROCEDURE All piping, valves, fittings and all other appurtenances shall be sterilized with water containing a minimum chlorine concentration of 75 ppm at any point in the system. This solution shall then remain in the distribution system for a minimum contact period of eight (8) hours and never more than 24 hours before it is flushed out. All valves in the lines being sterilized shall be opened and closed several times during the contact period. SectionlV.doc Page 73 of 128 5/15/2012 Section IV — Technical Specifications anchorage, 6 -inch pipe between the main and the hydrant and gate valve and valve box on the hydrant lead. 42 GAS SYSTEM SPECIFICATIONS This article not applicable. 43 TENNIS COURTS 43.1 PAVED TENNIS COURTS 43.1.1 SOIL TREATMENTS All soil under courts shall be treated with DSMA 184 at the rate of 2 pounds active ingredient per 1,000 square foot. Materials shall be brought to the job site in tagged containers. Tags shall be retained and turned into the Engineer's Office. 43.1.2 BASE COURSE Base Course shall be Limerock 6" thick after compaction. Specifications for the base shall be the same as those for Limerock in Section IV - Article 22 of the City of Clearwater Technical Specifications. Subgrade stabilizing will not be required. Surface shall be cut to within 1/2" of true grade in preparation of 1" leveling course. Prior to applying prime coat, surface shall be approved by the Engineer. 43.1.3 PRIME COAT The material used for prime coat shall be cut -back Asphalt Grade RC -70 or RC -250 and shall conform to Section 300 of the Florida State Department of Transportation's "Standard Specifications for Road and Bridge Construction ". 43.1.4 LEVELING COURSE A.Leveling Course shall be a minimum of 1" of Type S -III Asphaltic Concrete as specified in Section 331 of FDOT's Standard Specification (latest edition). The Leveling Course shall be constructed running East and West. Finish surface of leveling course shall not vary more than 1/4" when checked with a 10 foot straight edge. If a deficiency of more than '/4" exists, the Engineer will determine if the surface should be leveled or removed and replaced. Such remedial work shall be without compensation. 43.1.5 SURFACE COURSE Surface course shall be a minimum of 1" of Type S -III Asphaltic Concrete as specified in Section 331 of FDOT's Standard Specification (latest edition). The Surface Course shall be constructed running North and South. Finish surfaces shall not vary more than 1/4" in 10 feet. Prior to application of color coat, surface shall be checked for low areas by flooding the surface with water. Low areas shall be patched as approved by the Engineer prior to application of the color coat. No areas which retain water will SectionlV.doc Page 76 of 128 5/15/2012 Section IV — Technical Specifications 41.6.2 FURNISH AND INSTALL WATER MAINS 41.6.2.1 MEASUREMENT The quantity for payment shall be the actual number of feet of pipe of each size and type satisfactorily furnished and laid, as measured along the centerline of the completed pipe line, including the length of valves and fittings. 41.6.2.2 PAYMENT Payment of the applicable unit price shall be full compensation for furnishing all plant, labor, materials and equipment, and constructing the water mains complete and ready for operation. 41.6.3 FURNISH AND INSTALL FITTINGS 41.6.3.1 MEASUREMENT The quantity for payment will be the number of tons, or decimal part thereof, of ductile iron fittings satisfactorily furnished and installed. Fitting weights shall be based on weights stamped on the body of the fitting, provided such weights do not exceed the theoretical weights by more than the tolerances permitted in ANSI /AWWA C110 /A 21.10 82, latest revision, in which case, the weight will be based upon the theoretical weight plus the maximum tolerance. 41.6.3.2 PAYMENT Payment of the applicable unit price shall be full compensation for furnishing all plant, labor, materials, and equipment required to furnish and install ductile iron fittings. 41.6.4 FURNISH AND INSTALL GATE VALVES COMPLETE WITH BOXES AND COVERS 41.6.4.1 MEASUREMENT The quantity for payment shall be the number of gate valves of each size satisfactorily furnished and installed. 41.6.4.2 PAYMENT Payment of the applicable unit price for each size shall be full compensation for furnishing all plant, labor, material and equipment and installing the valve complete with box and cover. 41.6.5 FURNISH AND INSTALL FIRE HYDRANTS 41.6.5.1 MEASUREMENT The quantity for payment shall be the number of fire hydrants satisfactorily furnished and installed. The only hydrants allowed to be installed in the City of Clearwater utilities system are listed in Section 41.2.5. No exceptions. 41.6.5.2 PAYMENT Payment of the applicable unit price shall be full compensation for furnishing all plant, labor, material and equipment and installing the fire hydrant complete including necessary thrust SectionlV.doc Page 75 of 128 5/15/2012 Section IV — Technical Specifications anchorage, 6 -inch pipe between the main and the hydrant and gate valve and valve box on the hydrant lead. 42 GAS SYSTEM SPECIFICATIONS This article not applicable. 43 TENNIS COURTS 43.1 PAVED TENNIS COURTS 43.1.1 SOIL TREATMENTS All soil under courts shall be treated with DSMA 184 at the rate of 2 pounds active ingredient per 1,000 square foot. Materials shall be brought to the job site in tagged containers. Tags shall be retained and turned into the Engineer's Office. 43.1.2 BASE COURSE Base Course shall be Limerock 6" thick after compaction. Specifications for the base shall be the same as those for Limerock in Section IV - Article 22 of the City of Clearwater Technical Specifications. Subgrade stabilizing will not be required. Surface shall be cut to within 1/2" of true grade in preparation of 1" leveling course. Prior to applying prime coat, surface shall be approved by the Engineer. 43.1.3 PRIME COAT The material used for prime coat shall be cut -back Asphalt Grade RC -70 or RC -250 and shall conform to Section 300 of the Florida State Department of Transportation's "Standard Specifications for Road and Bridge Construction ". 43.1.4 LEVELING COURSE A.Leveling Course shall be a minimum of 1" of Type S -III Asphaltic Concrete as specified in Section 331 of FDOT's Standard Specification (latest edition). The Leveling Course shall be constructed running East and West. Finish surface of leveling course shall not vary more than 1/4" when checked with a 10 foot straight edge. If a deficiency of more than '/4" exists, the Engineer will determine if the surface should be leveled or removed and replaced. Such remedial work shall be without compensation. 43.1.5 SURFACE COURSE Surface course shall be a minimum of 1" of Type S -III Asphaltic Concrete as specified in Section 331 of FDOT's Standard Specification (latest edition). The Surface Course shall be constructed running North and South. Finish surfaces shall not vary more than 1/4" in 10 feet. Prior to application of color coat, surface shall be checked for low areas by flooding the surface with water. Low areas shall be patched as approved by the Engineer prior to application of the color coat. No areas which retain water will SectionlV.doc Page 76 of 128 5/15/2012 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section IV — Technical Specifications be approved. If a deficiency of more than 1/4" exists, the Engineer will determine if the surface should be leveled or removed and replaced. Such remedial work shall be without compensation. 43.1.6 COLOR COAT 43.1.6.1 MATERIALS Materials used in the patching and color coating of Tennis Courts shall be manufactured specifically for Tennis Court Application. All materials must be approved by the Engineer prior to the start of construction. Request for approval of coating materials may be submitted prior to the opening of bids. In requests for approval, the Contractor shall present manufacturer's literature along with the name, address, and date of three previous Tennis Court applications of the proposed material. 43.1.6.2 CONSTRUCTION 43.1.6.2.1 SURFACE PREPARATION The surface to be coated must be sound, smooth, and free from loose dirt or oily materials. Prior to the application of surfacing materials, the entire surface should be checked for minor depressions or irregularities. If it is determined that minor corrections are necessary, the Contractor shall make repairs using approved tack coat and /or patching mix in accordance with manufacturer's recommendations for use. After patching the surface shall not vary more than 1/8" in ten feet in any direction. If a deficiency of more than 1/8" exists, the Engineer will determine if the surface should be leveled or removed and replaced. Such remedial work shall be without compensation. In order to provide a smooth, dense underlayment of the finish course, one or more applications of resurfaces or patch mix shall be applied to the underlaying surface as deemed necessary by the Engineer. Asphaltic concrete Surface Course with a smooth tight mix and no ponding, will not require the resurfacing or patching mix. Asphaltic Concrete Surface Course which is course and rough or is ponding water will require the use of the resurfacer or patch mix. No applications shall be covered by a succeeding application until thoroughly cured. 43.1.6.2.2 FINISH COLOR COURSE The finish course shall be applied to a clean, dry surface in accordance with the manufacturer's directions. A minimum of two applications of color coat will be required. Texture of cured color coat is to be regulated in accordance with manufacturer's recommendations to provide a medium speed surface for tennis play. The color of application shall be dark green for the regulation double's playing area and red for all other others. The finished surface shall have a uniform appearance and be free from ridges and tool marks. 43.1.6.3 PLAYING LINES Forty -eight (48) hours minimum after completion of the resurfacing, 2 inch wide playing lines shall be accurately located, marked and painted with approved marking paint. SectionlV.doc Page 77 of 128 5/15/2012 Section IV — Technical Specifications 43.1.6.4 WEATHER LIMITATIONS No parts of the construction involving Tennis Court surfacing or patching products shall be conducted during rainfall, or when rainfall is imminent or unless the air temperature is at least 50 degrees, Fahrenheit and rising. NOTE: The Contractor shall notify the Project Inspector a minimum or 24 hours in advance of all base and asphalt related work. 43.2 CLAY TENNIS COURTS 43.2.1 GENERAL 43.2.1.1 SCOPE The Contractor shall furnish all labor, materials and equipment necessary for the installation of clay tennis court(s) as set forth in these specifications and /or the construction drawings. The scope of work is indicated on drawings and specified herein. Basis of design for clay courts with sub - surface irrigation system is Hydrogrid Tennis, Inc. or prior approved equal. 43.2.1.2 CONTRACTOR QUALIFICATIONS The Owner may make such investigation as he deems necessary to determine the ability of the Bidder to perform the work and the Bidder shall furnish to the Owner all such information and data for this purpose as the Owner may request. The Owner reserves the right to reject any Bid if the evidence submitted by, or investigations of such Bidders fail to satisfy the owner that such Bidder is properly qualified to carry out the obligations of the Contract and to complete the work contemplated herein within the time limit agreed upon. Factors to be considered in awarding the Bid shall include the successful completion of similar sub - surface irrigation clay tennis court installations of like value, scope, size and quality as this project, with in the last five (5) years. The Owner desires to award this contract to firms that have been in business for a minimum of five (5) years. The qualifications and experience of the personnel assigned to the project will be a determining factor in the award of the Bid. 43.2.1.3 STANDARDS The Contractor shall perform all work in a thorough, workmanlike manner and conform to standards for tennis court construction as prescribed or approved by the United States (Lawn) Tennis Association and the United States Tennis Court and Tract Builders Association. The Contractor shall construct the tennis courts with laser guided equipment. 43.2.1.4 BUILDING PERMITS AND TAXES The Contractor shall secure all construction permits required by law, the City of Clearwater will waive all permit fees. 43.2.1.5 COURT LAYOUT The Owner shall establish two horizontal control points and a construction bench mark. The Contractor shall locate the four corners of each battery and shall layout the courts in conformance with the specifications and drawings. SectionlV.doc Page 78 of 128 5/15/2012 Section IV — Technical Specifications 43.2.1.6 BUILDING REQUIREMENTS The Owner shall provide and maintain reasonable access to the construction site, as well as an area adjacent to the site for storage and preparation of materials. Adequate water outlets within fifty (50) feet of the site shall be provided. 43.2.1.7 SCHEDULE The Owner desires to award the contract to firms who will complete this project in a reasonable time schedule. Consideration in awarding this bid will be given to firms who may commence and complete the project within a reasonable period of time after award of the bid. The Owner, in its sole discretion, will determine the reasonable schedule standard as it relates to the "Notice to Proceed." 43.2.2 SITE PREPARATION 43.2.2.1 SUITABILITY The Contractor shall examine the site to determine its suitability for installation of the courts. 43.2.2.2 DEMOLITION The contractor shall demo the existing tennis courts, remove the existing ten (10) foot high fence surrounding the tennis courts and all underground utilities within the limits of the construction area. Utilities extending outside the construction limits shall be capped and terminated. The existing tennis courts shall be ground into millings suitable to be mixed into the sub -grade at the proposed location of the new clay tennis courts. Any sub -grade material beneath the existing tennis courts not suitable for planting beds shall be removed and also utilized as sub -grade material beneath the new courts. All demolition materials not utilized in construction of the new courts shall be removed and disposed from the project site. The Contractor shall provide documentation of any recycled materials. 43.2.2.3 SUB -GRADE The sub -grade shall be graded to a tolerance of plus or minus one (1) inch of the final sub -grade elevation. The sub -grade shall be graded level. A compaction to a density not less than 95% of the maximum standard density as determined by AASHTO T-180 is required. The Contractor shall provide documentation of testing to the Owner. 43.2.2.4 FINAL GRADE The final grades outside the tennis court areas and within the construction limits shall be graded to a tolerance of plus or minus one (1) inch of the final grade elevations with positive drainage away from tennis courts and towards drainage swales or outfall structures. A compaction to a density not less than 95% of the maximum standard density as determined by AASHTO T -180 is required. The contractor shall provide documentation of testing to the Owner. 43.2.3 SLOPE 43.2.3.1 SLOPE REQUIREMENTS Rate and direction of slope of the finished surfaces shall be one (1) inch in forty (40) feet, all in one plane, as indicated on the drawings. SectionlV.doc Page 79 of 128 5/15/2012 Section IV — Technical Specifications 43.2.4 BASE CONSTRUCTION 43.2.4.1 LINER Two layers of 6 mil construction plastic shall be installed over the sub -grade surface with a minimum overlap of five (5) feet where pieces are joined. Use only materials that are resistant to deterioration when tested in accordance with ASTM E 154, as follows: a. Polyethylene sheet, Construction Grade. 43.2.4.2 BASE COURSE The base course shall consist of six (6) inches of porous base material as supplied by Quality Aggregate of Sarasota Florida. The surface of the base course shall be smooth and even, and it shall be within one - quarter (1/4) inch of the established grade. 43.2.4.3 IRRIGATION SYSTEM Perforated pipe shall be installed in trenches in the base course. These trenches shall be in on four (4) foot centers and shall be run perpendicular to the slope of the court. The pipe shall be two and one - quarter (2 -1/4) inch diameter with a nylon needle punched sock surrounding the pipe. Six (6) water control canisters shall be installed per court with each canister controlling five (5) grid pipe trenches. Provide all required controls systems time clocks; float switches, control wiring and solenoids, etc. for a complete sub - surface irrigation system. 43.2.5 PERIMETER CURBING 43.2.5.1 CURB Brick curb shall be installed around the entire perimeter of the court area with an elevation of one - quarter (1/4) to one -half (1/2) inch above the finished screening course elevation. 43.2.6 SURFACE COURSE 43.2.6.1 COURT SURFACE A surface course of ISP Type II Aquablend or Lee Hyroblend tennis court material shall be installed over the screening course to a compacted depth of one (1) inch. The Aqua/Hydroblend material shall be watered to its full depth immediately after leveling and then compacted by rolling with a tandem roller weighing 600 to 1000 pounds. The finished surface shall not vary from specified grade by more than one- eighth (1/8) inch. 43.2.7 ROOT BARRIER Root barrier (geo -tech fabric) eighteen (18) inches height shall be placed in a trench on the outside edge of the perimeter curbing eighteen (18) inches in depth with herbicide coating buttons to prevent plant root systems in entering the sub - surface base course of the clay tennis courts. SectionlV.doc Page 80 of 128 5/15/2012 Section IV — Technical Specifications 43.2.8 FENCING 43.2.8.1 DESIGN The contractor shall provide a total color coated fencing system as indicated on drawings and described herein. All components: frames, fabric and fittings shall be black. Basis of Design Ameristar HT -25 or prior approved equal subject to strict compliance with Ameristar published specification. 43.2.8.2 POSTS All posts shall be a minimum 2 -1/2" Ameristar HT-25 pipe; top rails 1 -5/8" Ameristar HT-25 pipe with manufacturers standard "Permacoat" color system. 43.2.8.3 FENCE FABRIC Fence Fabric shall be 1 -3/4" #6 gauge mesh throughout, manufactures standard galvanized wire with PVC coating. All fabric to be knuckled on both selvages. 43.2.8.4 GATES Provide gates at locations indicated. At service gates, provide a keeper that automatically engages gate life and holds it in the open position until manually released. Provide gate stops for double gates consisting of a mushroom -type flush plate with anchors, set in concrete, and designed to engage a center drop rod or plunger -bar. Include a locking device and padlock eyes as an integral part of the latch, permitting both gate leaves to be locked with a single padlock. Provide latch, fork type or plunger -bar type to permit operation from either side of gate, with padlock eye as an integral part of the latch. Gate Hinges — Size and material to suit gate size, non - lift -off type, and offset to permit 180- degree gate opening. Provide one and one -half (1 -1/2) pair of hinges for each leaf over six (6) foot nominal height. 43.2.9 WINDSCREENS The contractor shall provide nine (9) foot high windscreens at all ten (10) foot high fencing. Basis of design is Durashade plus by Ball Products, Inc. or equal by Putterman. Black high - density polyethylene, eight (8) oz. per square yard edges hemmed with grommets at twelve (12) inch on center. Attach to chain link fencing at the top and bottom with 50 LBS plastic ties. 43.2.10 COURT EQUIPMENT 43.2.10.1 POST FOUNDATIONS Post foundations shall be not less than thirty -six (36) inches in length, eighteen (18) inches in width and thirty (30) inches in depth. Foundations shall be placed to provide an exact distance between posts of forty -two (42) feet on a doubles court and thirty -three (33) feet on a singles court. 43.2.10.2 NET POSTS & SLEEVES Net posts shall be galvanized steel having an outside diameter of not less than two and seven - eighths (2 7/8) inches with electrostatically applied enamel finish and shall be equipped with a reel type net tightening device. Post sleeves and posts shall be set plumb and true so as to support SectionlV.doc Page 81 of 128 5/15/2012 Section IV — Technical Specifications the net a height of forty -two (42) inches above the court surface at the posts. Post sleeves shall be Schedule 40 PVC to be set in concrete per net post manufactures recommendation. 43.2.10.3 CENTER STRAP ANCHOR A center strap anchor shall be firmly set in accordance with the rules of the USTA. 43.2.10.4 NET A tennis net conforming to the USTA regulations shall be installed on each court. The net shall have black synthetic netting, a headband of white synthetic material in double thickness with the exterior treated for resistance to mildew and sunlight, and bottom and end tapes of back synthetic material treated to prevent deterioration from the sunlight. A vinyl coated, impregnated steel cable, having a diameter of one quarter (1/4) inch and a length five (5) feet greater than length between the net post shall hold the net in suspension. The net shall have tie strings of a synthetic material at each corner. Basis of Design — Duranet DTS by Ball Products, Inc. 43.2.10.5 CENTER STRAP Provide a center strap of white heavy duty polyester webbing with black oxide coated brass slide buckles and nickel plated double end snap. Center strap shall be placed on the net and attached to the center strap anchor. 43.2.10.6 LINE TAPES Line tapes shall be 100% nylon and shall be two (2) inches in width. The tapes shall be firmly secured by aluminum nails with aluminum length of two and one -half (2 — 1/2) inches. Positioning shall be in accordance with regulations of the USTA. 43.2.10.7 MISCELLANEOUS EQUIPMENT Deliver the following equipment to the owner: 1. Ride -on Tandem Roller - Brutus AR -I Roller, automatic forward- neutral- reverse transmission; 24 inch wide drum; 3 -horse power Briggs and Stratton engine. 2. Hand drag brooms (4 each) - 7' wide aluminum frame with 4 -1/2" synthetic bristles; Proline. 3. Tow drag brooms (1 each) - 7' wide aluminum frame 4 -1/2" synthetic bristles; Proline. 4. Deluxe Proline Line Sweeper (4 each) - friction- driven rubber sleeves; synthetic bristle brush; with fence hook cast aluminum. 5. Scarifier/Lutes (2 each) - 30" wide all aluminum; Proline. 6. Tennis Shoe Cleaners (2 each) - steel frame construction "Scrusher" exact installation location by Owner. 7. Tennis Two Step (2 each) - polyethylene construction with two rubber panels. 8. Court Rake (1 each) — six -foot length aluminum. SectionlV.doc Page 82 of 128 5/15/2012 Section IV — Technical Specifications 43.2.11 SHADE STRUCTURE Provide shade structures as indicted on drawings. Basis of design: Suntrends, Inc. "Cabana Bench 8" — 8'Iong x 6' wide gable design with standard canvas canopy, direct burial installation. Provide concrete footing, size and reinforcement as required by shade structure manufacture. 43.2.12 WATER SOURCE (Potable) The owner shall supply water line to within fifty (50) feet of the courts with 50 pounds per square inch running pressure at its terminus. This line shall have the capacity to supply 30 gallons of water per minute for each court. 43.2.13 CONCRETE Provide concrete consisting of portland cement per ASTM C 150, aggregates per ASTM C 33, and potable water. Mix materials to obtain concrete with a minimum 28 -day compressive strength of 3,500 psi. Use at least four sacks of cement per cu. yd., 1 -inch maximum size aggregate, 3 -inch maximum slump. 43.2.14 EXISTING SPORT TENNIS COURT LIGHTING 43.2.14.1 SHOP DRAWINGS The Contractor shall provide signed and sealed electrical shop drawings by a professional electrical engineer for approval of the relocation and re- aiming of the existing tennis court sport lighting fixtures and electrical service to water coolers. The shop drawings shall include all necessary information according to local electrical codes in providing a complete operating system from the existing electrical panel. The shop drawings shall provide data showing the maximum foot candles the existing fixtures will provide at its new locations for tournament play. Shop drawings shall be submitted to the Parks and Recreation Department for approval. 43.2.14.2 RE -LAMP The Contractor shall re -lamp and clean lens of all existing lighting fixtures after relocating the light pole and fixtures to its new location. The City will provide the new lamps. 43.2.14.3 ELECTRICAL PERMIT The Contractor shall submit electrical drawings to City of Clearwater Planning and Development Services to obtain permits for installation of the electrical works. 43.2.14.4 POLES & FIXTURES The Contractor shall install three (3) new sixty foot (60') poles and fourteen (14) new fixtures. The City will purchase and provide the new poles and fixtures for the Contractor to install, any other miscellaneous items required to provide a complete operable system shall be provided by the Contractor. Attached with this specification are the photometric lumination charts for the eight -(8) tennis courts. This information is provided by Musco Sport Lighting, 1838 East Chester Drive, Suite #104, High Point, NC 27265, phone (336) 887 -0770 fax (336) 887 -0771. Contact Douglas A. Stewart. Contractor shall install the poles and fixtures based on the following information: SectionlV.doc Page 83 of 128 5/15/2012 Pole T1 Pole T2 Pole T3 Pole T4 Pole T5 Pole T6 Pole T7 Pole T8 Pole T9 Section IV — Technical Specifications existing 5 fixture pole, remove one fixture and place on pole T5 existing 12 fixture pole, remove six fixtures and place on pole T5 existing 5 fixture pole, remove one fixture and place on pole T5 new pole with new seven fixtures and two circuits new pole w /existing sixteen fixtures (8 on one side and 8 on the other) and 2 circuits new pole with new seven fixtures and two circuits existing 5 fixture pole, remove two fixtures and place on pole T5 existing 12 fixture pole, remove four fixtures and place on pole T5 existing 5 fixture pole, remove two fixtures and place on pole T5 Light levels ended up at 58+ footcandles. Existing poles have concrete footing approximately one foot wide on all sides Contractor shall plan relocation light poles accordingly. 43.2.14.5 ELECTRICAL CONDUITS Existing electrical conduits are installed individually to the existing light pole, it is suggested the Contractor place electrical junction boxes at existing pole locations and utilize existing conduits. New conduits will be required for the three (3) new light poles and the Contractor shall include the cost for these electrical conduits in the relocating of the new Light poles. 43.2.15 WATER COOLER 43.2.15.1 SHOP DRAWINGS The Contractor shall provide shop drawings for the installation of water cooler in the cabana area of the tennis courts, electrical, water and drainage submitted to the Parks and Recreation Department for approval. 43.2.15.2 WATER FOUNTAIN Basis for design: Halsey Taylor HOF Series — water cooler with sealed back panels, or equal. 43.2.16 DEMONSTRATION Instruct the Owner's personnel on proper operation and maintenance of court and equipment. 43.2.17 WARRANTY 43.2.17.1 EQUIPMENT The Contractor shall supply warranty cards and operation and maintenance manuals for all equipment to the Owner upon completion of construction of the project. 43.2.17.2 WARRANTY The Contractor shall warranty the courts, fencing, sidewalks and court accessories against defective materials and /or workmanship for a period of one (1) year from the date of completion. SectionlV.doc Page 84 of 128 5/15/2012 Section IV — Technical Specifications 43.2.17.3 WARRANTY SUB - SURFACE IRRIGATION SYSTEM The Contractor shall warranty the sub - surface irrigation of the clay tennis courts for a period of two years from the day of completion. 44 WORK ZONE TRAFFIC CONTROL 44.1 CONTRACTOR RESPONSIBLE FOR WORK ZONE TRAFFIC CONTROL The Contractor shall be responsible to furnish, operate, maintain and remove all work zone traffic control associated with the Project, including detours, advance warnings, channelization, hazard warnings and any other necessary features, both at the immediate work site and as may be necessary at outlying points. 44.2 WORK ZONE TRAFFIC CONTROL PLAN The Contractor shall prepare a detailed traffic control plan designed to accomplish the level of performance outlined in the Scope of the Work and /or as may be required by construction permits issued by Pinellas County and /or the Florida Department of Transportation for the Project, incorporating the methods and criteria contained in Part VI, Standards and Guides for Traffic Controls for Street and Highway Construction, Maintenance, Utility and Incident Management Operations in the Manual on Uniform Traffic Control Devices published by the U.S. Department of Transportation and adopted as amended by the Florida Department of Transportation, or most recent addition. 44.2.1 WORK ZONE SAFETY The general objectives of a program of work zone safety is to protect workers, pedestrians, bicyclists and motorists during construction and maintenance operations. This general objective may be achieved by meeting the following specific objectives: • Provide adequate advance warning and information regarding upcoming work zones. • Provide the driver clear directions to understanding the situation he will be facing as he proceeds through or around the work zone. • Reduce the consequences of an out of control vehicle. • Provide safe access and storage for equipment and material. • Promote speedy completion of projects (including thorough cleanup of the site). • Promote use of the appropriate traffic control and protection devices. • Provide safe passageways for pedestrians through, in, and /or around construction or maintenance work zones. The 2004 Design Standards (DS), Index 600 "When an existing pedestrian way or bicycle way is located within a traffic control work zone, accommodation must be maintained and provision for the disabled must be provided. Only approved temporary traffic control devices may be used to delineate a temporary traffic control zone pedestrian walkway. Advanced notification of sidewalk closures and detours marked shall be provided by appropriate signs ". 2004 Standard Specifications for Road and Bridge Construction SectionlV.doc Page 85 of 128 5/15/2012 Section IV — Technical Specifications 102 -5 Traffic Control: 102 -5.1 Standards: FDOT Design Standards (DS) are the minimum standards for the use in the development of all traffic control plans 44.3 ROADWAY CLOSURE GUIDELINES Roadway types: Major Arterials, Minor Arterials, Local Collectors, and Local Following are typical requirements to be accomplished prior to closure. The number of requirements increase with traffic volume and the importance of access. Road closures affecting business or sole access routes will increase in process requirements as appropriate. For all but local streets, no road or lane closures are allowed during the Christmas holiday season and the designated "Spring Break" season with prior approval by the City Engineer. 44.3.1 ALL ROADWAYS Obtain permits for Pinellas County and Florida Department of Transportation roadways. Traffic control devises conform to national and state standards. 44.3.1.1 PUBLIC NOTIFICATION Standard property owner notification prior to start of construction for properties directly affected by the construction process. 44.3.2 MAJOR ARTERIALS, MINOR ARTERIALS, LOCAL COLLECTORS Consult with City Traffic staff for preliminary traffic control options. Develop Formal Traffic Control Plan for Permit Submittal to Regulatory Agency as necessary. 44.3.2.1 PUBLIC NOTIFICATION Message Board Display, Minimum of 7 -day notice period prior to road closure and maybe longer for larger highway. The message board is to be provided by the Contractor. 44.3.3 MAJOR ARTERIALS, MINOR ARTERIALS 44.3.3.1 PUBLIC NOTIFICATION C -View Release 44.3.4 MAJOR ARTERIALS 44.3.4.1 PUBLIC NOTIFICATION News Release The Message Board may need to be displayed for a period longer than 7 days. 44.4 APPROVAL OF WORK ZONE TRAFFIC CONTROL PLAN The Contractor is invited and encouraged to confer in advance of bidding, and is required, as a specification of the work, to confer in advance of beginning any work on the Project, with the Traffic Operations Division, Municipal Services Building, 100 South Myrtle Avenue, telephone 562 -4750, for the purpose of approval of the Contractor's proposed detailed traffic control plan. SectionlV.doc Page 86 of 128 5/15/2012 Section IV — Technical Specifications All maintenance of traffic (MOT) plans shall be signed and sealed by a Professional Engineer or an individual who is certified in the preparation of MOT plans in the State of Florida. 44.5 INSPECTION OF WORK ZONE TRAFFIC CONTROL OPERATION The Traffic Operations Division may inspect and monitor the traffic control plan and traffic control devices of the Contractor. The City's Construction Inspector assigned to the project, may make known requirements for any alterations or adjustments to the traffic control devices. The Contractor shall take direction from the Project Engineer or Project Inspector. 44.6 PAYMENT FOR WORK ZONE TRAFFIC CONTROL Payment for work zone traffic control is a non - specific pay item to be included in the construction costs associated with other specific pay items unless specifically stated otherwise in the Scope of Work in these Technical Specifications and a bid item(s) is included for Work Zone Traffic Control in the proposal form. 44.7 CERTIFICATION OF WORK ZONE TRAFFIC CONTROL SUPERVISOR The City may require that the Supervisor or Foreman controlling the work for the Contractor on the Project have a current International Municipal Signal Association, Work Zone Traffic Control Safety Certification or Worksite Traffic Supervisor Certification from the American Traffic Safety Association with additional current Certification from the Florida Department of Transportation. This requirement for Certification will be noted in the Scope of Work and /or sections of these Technical Specifications. When the certified supervisor is required for the Project, the supervisor will be on the Project site at all times while work is being conducted. The Worksite Traffic Supervisor shall be available on a 24 -hour per day basis and shall review the project on a day -to -day basis as well as being involved in all changes to traffic control. The Worksite Traffic Supervisor shall have access to all equipment and materials needed to maintain traffic control and handle traffic related situations. The Worksite Traffic Supervisor shall ensure that routine deficiencies are corrected within a 24 -hour period. The Worksite Traffic Supervisor shall be available on the site within 45 minutes after notification of an emergency situation, prepared to positively respond to repair the work zone traffic control or to provide alternate traffic arrangements. Failure of the Worksite Traffic Supervisor to comply with the provisions of this Subarticle may be grounds for decertification or removal from the project or both. Failure to maintain a designated Worksite Traffic Supervisor or failure to comply with these provisions will result in temporary suspension of all activities except traffic and erosion control and such other activities deemed to be necessary for project maintenance and safety. 45 CURED -IN -PLACE PIPE LINING 45.1 INTENT It is the intention of this specification to provide for the trenchless restoration of sanitary sewer and storm pipes by the installation if a cured in place jointless, continuous, thermosetting resin impregnated polyester flexible felt liner which is watertight and chemically resistant to withstand SectionlV.doc Page 87 of 128 5/15/2012 Section IV — Technical Specifications exposure to domestic sewage including all labor, materials and equipment to provide for a complete, fully restored and functioning installation. 45.2 PRODUCT AND CONTRACTOR/INSTALLER ACCEPTABILITY The City requires that all contractors be prequalified. See General Conditions regarding contractor prequalification. In addition, the City requires a proven extensive tract record for the liner system to be used in this project. All contractors submitting for prequalification approval for this project must exhibit extensive satisfactory experience in the installation of the proposed liner system(s) and satisfactory evidence that the proposed liner system has been extensively and successfully installed in the Unites States and the State of Florida. The installer must be certified by the liner system manufacturer for installation of the liner system. The City reserves full and complete authority to approve the satisfactory nature of the both the liner system and the installer. 45.3 MATERIALS The liner shall be polyester fiber felt tubing saturated with a resin prior to insertion. Resin type and qualities shall be as specified by the manufacturer to obtain a cured liner with the following properties: Tensile Strength Flexural Strength Flexural Modulus of Elasticity Long Term Modulus of Elasticity (50 Years) ASTM D638 ASTM D790 ASTM D790 ASTM D2290 3,000 psi 4,500 psi 300,000 psi 150,000 psi Liner shall meet strengths as shown in ASTM F1216 unless otherwise submitted and approved by the Engineer. Lining manufacturer shall submit to the Engineer for approval as requested, complete design calculations for the liner thickness. The criteria for liner design shall be HS -20 traffic loading, water table to the ground surface, minimum expected lifetime of 50 years, and no structural strength retained from the existing pipe. Liner materials shall meet manufactures specifications of Insituform of North America, Inc., 3315 Democrat Road, Post Office Box 181071, Memphis, Tennessee 38118; or InLiner USA 1900 N.W. 44th St., Pompano Beach Florida 33064, 305- 979 -0802, or an approved equal. Any approved equal liner system must be approved by the Engineer as an equal system prior to receiving bids. Request for contractor prequalification and /or equal liner system approval must be received by the Engineer no later than 14 days prior to the date for receiving bids. 45.4 CLEANING /SURFACE PREPARATION It shall be the responsibility of the Contractor to clean and prepare the existing pipes for rehabilitation. The Contractor will thoroughly clean the interior of the sewers to produce a clean interior surface free of all coatings, sand, rock, roots, sludge, or other deleterious materials prior to liner insertion. Bypass pumping will be provided by the Contractor as part of the unit cost of restoration. Bypass operations are to be so arranged as to cause minimum disruptions to local traffic, residents and particularly to commercial facilities. During the cleaning and preparation operations all necessary precautions shall be taken to protect the public, all property and the sewer from damage. All material removed from the sewers shall be the Contractor's responsibility for prompt disposal in accordance with all regulatory agency requirements. The Contractor may be required to control the rate of sewer cleaning in the sanitary system to avoid heavy pollution loads at the City's treatment plants. SectionlV.doc Page 88 of 128 5/15/2012 Section IV — Technical Specifications 45.5 TELEVISION INSPECTION After cleaning, and again after the rehabilitation work on each section of the project is completed, all pipe sections shall be visually inspected by means of closed- circuit color television, and recorded on DVD, CD VHS format tapes provided to the project engineer. The television system used shall be designed for the purpose and suitably lighted to provide a clear picture of the entire periphery of the pipe. 45.6 LINER INSTALLATION Liner shall be sized to field measurements obtained by the Contractor to provide for a tight fit on the interior of the existing pipe to be lined. Contractor shall use installation methods approved by the liner manufacturer including operations for inversion, heat curing and reconnection of laterals. The Contractor shall immediately notify the Engineer of any construction delays taking place during the insertion operation. Contractor shall maintain a reasonable backup system for bypass pumping should delays or problems with pumping systems develop. Liner entries at manholes shall be smooth, free of irregularities, and watertight. No pinholes, tears, cracks, thin spots, excessive wrinkling or other defects in the liner shall be permitted. Such defects shall be removed and replaced by the Contractor at his expense. 45.7 LATERAL RECONNECTION Sanitary laterals shall be reconnected as soon as possible to renew service. Laterals are to be reconnected by means of robotics, by internally cutting out the liner to 95% of the area . of the original opening. All lateral reconnections are to be grouted to prevent leakage. Grouting method and material is to be approved by the Engineer. Any reconnections to laterals and connections to manholes which are observed to leak shall be resealed by the Contractor. All laterals discovered during the lining process are to be reconnected unless specifically directed otherwise by the City. The Contractor will be requested to reconnect any laterals discovered to not be reconnected at a later date. Contractor shall notify all local system users when the sanitary system will not be available for normal usage by the delivery of door hangers with appropriate information regarding the construction project. 45.8 TIME OF CONSTRUCTION Construction schedules will be submitted by the Contractor and approved by the Engineer. At no time will any sanitary sewer service connection remain inoperative for more than an eight -hour period without a service bypass being operated by the Contractor. In the event that sewage backup occurs and enters buildings, the Contractor shall be responsible for cleanup, repair and property damage costs and claims. 45.9 PAYMENT Payment for sanitary sewer restoration shall be made per lineal foot including all preparation, bypass pumping, equipment, labor, materials, operations, restoration, lateral reconnection, etc, to provide a fully completed and operational sewer. Payment shall be measured from center of manhole to center of manhole for the sanitary systems and from end of pipe to end of pipe for storm systems. SectionlV.doc Page 89 of 128 5/15/2012 Section IV — Technical Specifications 46 SPECIFICATIONS FOR POLYETHYLENE SLIPLINING 46.1 MATERIALS 46.1.1 PIPE AND FITTINGS The pipe supplied under this specification shall be high performance, high molecular weight, high density polyethylene pipe (Driscopipe 1000) as manufactured by Phillips Driscopipe, Inc., Dallas, Texas and shall conform to ASTM D 1248 (Type III, Class C, Category 5, Grade P34) or approved equal. Minimum cell classification values shall be 345434C as referenced in ASTM D 3350 latest edition. If fittings are required, they will be supplied under this specification and shall be molded or manufactured from a polyethylene compound having a cell classification equal to or exceeding the compound used in the pipe. To insure compatibility of polyethylene resins, all fittings supplied under this specification shall be of the same manufacture as the pipe being supplied. 46.1.2 QUALITY CONTROL The resin used for manufacturer of the pipe shall be manufactured by the pipe manufacturer, thus maintaining complete control of the pipe quality. The pipe shall contain no recycled compound except that generated in the manufacturer's own plant from resin of the same specification from the same raw material. The pipe shall be homogeneous throughout and free of visible cracks, holes, foreign inclusions, or other deleterious defects, and shall be identical in color, density, melt index, and other physical properties. The polyethylene resin used shall have all ingredients pre compound prior to extrusion of pipe, in plant blending is not acceptable. The Engineer may request, as part of the quality control records submittal, certification that the pipe produced is represented by the quality assurance testing. Additionally, test results from manufacturer's testing or random sampling by the Engineer that do not meet appropriate ASTM standards or manufacturer's representation, may be cause for rejection of pipe represented by the testing. These tests may include density and flow rate measurements from samples taken at selected locations within the pipe wall and thermal stability determinations according to ASTM D 3350, 10.1.9. 46.1.3 SAMPLES The owner or the specifying engineer may request certified lab data to verify the physical properties of the materials supplied under this specification or may take random samples and have them tested by an independent laboratory. 46.1.4 REJECTION Polyethylene pipe and fittings may be rejected for failure to meet any of the requirements of this specification. 46.2 PIPE DIMENSIONS Pipe supplied under this specification shall have a nominal IPS (Iron Pipe Size) O.D. unless otherwise specified. The SDR (Standard Dimension Ratio) of the pipe supplied shall be as specified by the Engineer, on the construction plans and /or the scope of work. SectionlV.doc Page 90 of 128 5/15/2012 Section IV — Technical Specifications 46.3 CONSTRUCTION PRACTICES 46.3.1 HANDLING OF PIPE Pipe shall be stored on clean, level ground to prevent undue scratching or gouging of the pipe. If the pipe must be stacked for storage, such stacking should be done in accordance with the pipe manufacturer's recommendations. The handling of the pipe should be done in such a manner that it is not damaged by dragging over sharp objects or cut by chokers or lifting equipment. 46.3.2 REPAIR OF DAMAGED SECTIONS Segments of pipe having cuts or gouges in excess of 10% of the wall thickness of the pipe should be cut out and removed. The undamaged portions of the pipe shall be rejoined using the butt fusion joining method. 46.3.3 PIPE JOINING Sections of polyethylene pipe should be joined into continuous lengths on the job site above ground. The joining method shall be the butt fusion method and shall be performed by the manufacturer's representative and in strict accordance with the pipe manufacturer's recommendations. The butt fusion equipment used in the joining procedures should be capable of meeting all conditions recommended by the pipe manufacturer, including, but not limited to, temperature requirements, alignment, and fusion pressures. 46.3.4 HANDLING OF FUSED PIPE Fused segments of pipe shall be handled so to avoid damage to the pipe. When lifting fused sections of pipe, chains or cable type chokers should be avoided. Nylon slings are preferred. Spreader bars should be used when lifting long fused sections. Care should be exercised to avoid cutting or gouging the pipe. 46.4 SLIPLINING PROCEDURE 46.4.1 PIPE REQUIREMENTS AND DIMENSIONS The liner(s) to be slip lined into the existing storm sewer shall have the following sizes: 12 -inch diameter liner (SDR 26) into 15 -inch existing sewer. 16 -inch diameter liner (SDR 26) into 18 -inch existing sewer. 18 -inch diameter liner (SDR 26) into 21 -inch existing sewer. 21'/2 -inch diameter liner (SDR 32.5) into 24 -inch existing sewer. 28 -inch diameter liner (SDR 32.5) into 30 -inch existing sewer. 34 -inch diameter liner (SDR 32.5) into 36 -inch existing sewer. 42 -inch diameter liner (SDR 32.5) into 48 -inch existing sewer. 46.4.2 CLEANING AND INSPECTION The existing line shall be cleaned of debris and other obstructions prior to TV inspections or insertion of the polyethylene liner. Cleaning can be accomplished with a high velocity cleaner, a bucket and scrapper, root saws, corkscrews, and rodding or balling units. The method used will be determined by the condition of the existing line. Final cleaning may be required prior to inserting the liner. SectionlV.doc Page 91 of 128 5/15/2012 Section IV — Technical Specifications 46.4.3 INSERTION SHAFT AND EXCAVATIONS All excavations shall conform to OSHA requirements and any additional requirements as set by the specifying engineer or his representative. Insertion shaft excavations shall coincide with points requiring removal of obstructions or shall be determined by the engineer. An entry slope grade of 2 1/2:1 maximum shall be used to provide a safe bending radius for the polyethylene. The bottom of the entry pit should provide a straight section for ease of entry of the liner into the existing pipe. The length of the level excavation should be at least twelve times the diameter of the liner being inserted. The width of the shaft should be as narrow as possible. The required width will depend on the location, type of soil, depth of the existing sewer line and the water table. 46.4.4 INSERTION OF THE LINER After completion of the access shaft, the top half of the existing sewer shall be broken or cut and removed for the full length of the access shaft. A fabricated pulling head shall be connected to the leading end of the liner pipe. A cable shall be connected to the pulling head so that the liner pipe can be pulled into the existing sewer. Power winches used for pulling in long lengths of polyethylene liner pipe shall be rated equal to the project requirements. Once started, the pulling operation should continue to completion. Insertion is normally done at about a slow walking speed. After insertion, a minimum of 12 hours shall be allowed for the liner pipe to reach equilibrium with the sewer temperature and to allow the liner pipe to stress relieve itself. The polyethylene liner pipe should protrude at least 6 inches into the manhole where it term inates. After the 12 -hour equilibrium period, the annular space between the original pipe and the liner shall be pressure grouted. Said grouting must be from the bottom up to prevent air pockets from forming. Also the grout must be recommended for underwater application and have elastomeric properties. Products used shall be approved by the engineer. The liner shall not be displaced when the annular space is being filled. Spacers, inflatable plugs or other methods approved by the Engineer must be used to prevent displacement. The length of fused pipe that can be pulled will vary depending on field conditions, the ease of access to the area, and the working space available. 46.4.5 CONFIRMATION OF PIPE SIZES The Contractor shall be solely responsible to confirm all pipe sizes prior to ordering, fusing and installation of the liner. 46.4.6 UNDERDRAIN CONNECTIONS IF REQUIRED After the liner has been pulled into place, allowed to recover and sealed at the manholes, pipe connections okayed by the engineer shall be reconnected to the liner pipe. SectionlV.doc Page 92 of 128 5/15/2012 Section IV — Technical Specifications Pipe connections shall be connected by the use of a pre- fabricated polyethylene saddle. A neoprene gasket shall be installed between the saddle and the liner pipe so that a complete water seal is accomplished when the saddle is placed on the liner pipe and secured with stainless steel bands. 46.4.7 BACKFILLING All excavations shall be backfilled using on site materials or as specified by the engineer. Cost for backfilling of access shafts and underdrain connections shall be including in the unit price bid for sliplining and reconnection of service laterals. Before any excavation is done for any purpose, it will be the responsibility of the contractor to contact the various utility companies and to determine the locations of their facilities. It will be the responsibility of the contractor to provide adequate protection for utility facilities. Any temporary construction right of way and /or storage areas will be arranged for by the contractor. 46.4.8 POINT REPAIR The engineer or his representative will determine if a point repair is necessary only after it has been demonstrated that a liner pipe cannot be pulled through the existing pipe. Payment will be made for each repair. The contractor will be expected to remove the obstruction and clear the pipe. If removing the top of the existing pipe will accomplish the removal of the obstruction, the bottom of the existing pipe should remain in place to form a cradle for the liner. 46.4.9 CLEAN UP OPERATIONS All materials not used in the backfilling operation shall be disposed of off site by the contractor. Finish grading shall be required. In locations other than street right -of -ways, the surface shall be graded smooth and sodded with the same kind of grass as the existing lawn. Excavation points in street right -of -ways shall be repaired as specified by the engineer. 47 SPECIFICATIONS FOR POLYVINYL CHLORIDE RIBBED PIPE 47.1 SCOPE This specification designates general requirements for unplasticized polyvinyl chloride (PVC) plastic (spiral wound) pipe with integral wall bell and spigot joints for the conveyance of storm water. 47.2 MATERIALS All pipe and fittings shall be manufactured and tested in accordance with specification for "Poly (Vinyl Chloride) (PVC) Large Diameter Ribbed Gravity Storm Sewer Pipe and Fittings Based on Controlled Inside Diameter ". The pipe and fittings shall be made of PVC plastic. 47.3 PIPE The bell shall consist of an integral wall section. The solid cross section fiber ring shall be factory assembled on the spigot. Sizes and dimensions shall be as shown in this specification. SectionlV.doc Page 93 of 128 5/15/2012 Section IV — Technical Specifications Standard laying lengths shall be 13 ft. + 1 inch. At manufacturer's option, random lengths of not more than 15% of total footage may be shipped in lieu of standard lengths. 47.4 JOINING SYSTEM Joints shall be either an integral bell gasketed joint. When the joint is assembled according to manufactures recommendation it will prevent misalignment of adjacent pipes and form a silt tight joint. 47.5 FITTINGS All fittings and accessories shall be as manufactured and furnished by the pipe supplier or approved equal and have bell and /or spigot configurations compatible with that of the pipe. 48 GUNITE SPECIFICATIONS 48.1 PRESSURE INJECTED GROUT Pressure injected grout shall be of cement and water and shall be proportioned generally in the ratio of 1.5 (one and one half) cubic foot (one and one half bags) of cement to 1 (one) cubic foot (7.50 gal.) of water. This mix shall be varied as the grouting proceeds as is necessary to provide penetration in the operator's judgment. Cement shall be Portland Cement conforming to all of the requirements of the American Society for Testing Materials Standard Specifications, latest edition serial designation C150 for Portland Cement, Type I. Portland Cement shall weigh not less than 94 pounds per cubic foot. Water used in the grout shall be fresh, clean and free from injurious amounts of oil, alkali, vegetable, sewage and /or organic matter. Water shall be considered as weighing 8.33 pounds per gallon. Grout pump shall be of the positive displacement type and shall be capable of producing adequate pressure to penetrate the area. All pressure grouting will be at the direction of the Engineer. 48.2 REHABILITATION OF CORRUGATED METAL PIPE WITH GUNITE Guniting shall conform to all requirements of "Specifications for Materials, Proportioning, and Application of Shotcrete (ACI 506.2 77)" published by the American Concrete Institute, Detroit, Michigan, except as modified by those specifications. Steel reinforcement shall be incorporated in the Gunite as required and shall be furnished, bent, set and placed in accordance with the provisions of these specifications. The purpose of this specification is to obtain a dense and durable concrete having the specified strength. 48.3 COMPOSITION Gunite shall be composed of Portland Cement, aggregate and water so proportioned as to produce a concrete suitable for pneumatic application. SectionlV.doc Page 94 of 128 5/15/2012 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section IV — Technical Specifications 48.4 STRENGTH REQUIREMENTS Concrete ingredients shall be selected, proportioned in such a manner as will produce concrete which will be extremely strong, dense and resistant to weathering, and abrasion. Concrete shall have a minimum 28 -day strength of 4,000 psi. 48.5 MATERIALS Portland Cement: Cement shall be Portland cement conforming to all of the requirements of the American Society for Testing Materials Standard Specifications, Latest Serial Designation C150 for Portland Cement, Type I. A bag of cement shall be deemed to weigh not less than 94 pounds per cubic foot. Fine Aggregate: Fine aggregate shall be natural siliceous sand consisting of hard, clean, strong, durable and uncoated particles, conforming to the requirements of American Society for Testing Materials Standard Specifications, Latest Serial Designation C33 for Concrete Aggregates. Fine aggregate shall not contain less than 3% nor more than 6% of moisture. Fine aggregate shall be evenly graded from fine to coarse and shall be within the following limits: Passing No. 3/8 Sieve 100% Passing No. 4 Sieve 95% to 100% Passing No. 8 Sieve 80% to 100% Passing No. 16 Sieve 50% to 85% Passing No. 30 Sieve 25% to 60% Passing No. 50 Sieve 10% to 30% Passing No. 100 Sieve 2% to 10% 48.6 WATER Water used in mixing, at the nozzle shall be fresh, clean, and free from injurious amounts of oil, acid, alkali, vegetable, sewage, and /or organic matter. Water shall be considered as weighing 8.33 pounds per gallon. 48.7 REINFORCEMENT Steel mesh reinforcement shall be electrically welded, cold drawn, mild steel fabric conforming to the latest requirements of ASTM Standard Specifications, Serial Designation A 185 for Welded Steel Wire Fabric for Concrete Reinforcement. Mesh can be fabricated from cold drawn steel wire conforming to the requirements of the latest ASTM Standard Specifications, Serial Designation A 82 and sized as shown on Plans Page 7 of 7. 48.8 STORAGE OF MATERIALS Cement shall be stored with adequate provisions for the prevention of absorption of moisture. It shall be stored in a manner that will permit easy access for inspection and identification of each shipment. Aggregate shall be stockpiled at points selected to provide maximum drainage and to prevent the inclusion of any foreign material during rehandling. SectionlV.doc Page 95 of 128 5/15/2012 Section IV — Technical Specifications 48.9 SURFACE PREPARATION Unsound materials of construction and all coated, scaly, or unsound concrete in manholes and inlets shall be removed by chipping with pneumatic hammers and chisels to sound surface, all cracks and cavities shall be chipped to such formation that their sides form approximately a 45 degree angle to the exposed surface for at least one (1) inch in depth. All areas to receive pneumatic concrete shall be cleaned by flushing or scouring with water and compressed air jets to assure removal of all loose particles. All areas of existing surfaces that do not require chipping shall be given a wet sandblasting with the gunite equipment and the air pressure at the cement gun shall not be less than 50 psi. Surface preparation of existing metal surface of a corrugated pipe shall be lightly sandblasted to remove loose material. All sandblasted areas shall then be cleaned by an air /water blast to remove all particles from the cleaning operation. To insure perfect bond, the newly sandblasted surface shall be thoroughly moistened with water prior to application of gunite. In no instance shall gunite be applied in an area where free running water exists. 48.10 PROPORTIONING Prior to start of guniting the Contractor shall submit to the Owner the recommended mix as a ratio of cement to aggregate. Recommended mix shall be on the basis of test data from prior experience. Provided data submitted is adequate no further testing of recommended mix will be required. If required, the Contractor shall provide all equipment necessary to control the actual amounts of all materials entering into the concrete. The types of equipment and methods used for measuring materials shall be subject to approval. 48.11 MIXING Gunite shall be thoroughly mixed by machine and then passed through a sieve to remove all large particles before placing in hopper of the cement gun. The mixture shall not be permitted to become damp. Each batch should be entirely discharged before recharging is begun. The mixer should be cleaned thoroughly enough to remove all adherent materials from the mixing vanes and from the drum at regular intervals. Water in any amount shall not be added to the mix before it enters the cement gun. Quantities of water shall be controlled by a valve at the nozzle of the gun. Water content shall be adjusted as required for proper placement, but shall in no case exceed four gallons of water per sack of cement, including the water contained in the aggregate. Remixing or tempering shall not be permitted. Mixed material that has stood 45 minutes without being used shall be discarded. Rebound materials shall not be reused. 48.12 APPLICATION Gunite shall not be placed on a frozen surface nor during freezing weather. Gunite shall not be placed when it is anticipated that the temperature during the following 24 hours will drop below 32 degrees, Fahrenheit. Sequence of application may be from bottom to top or vice versa if rebound is properly removed. Corners shall be filled first. "Shooting" shall be from an angle as near perpendicular to the SectionlV.doc Page 96 of 128 5/15/2012 Section IV — Technical Specifications surface as practicable, with the nozzle held approximately 3 feet from the work (except in confined control). If the flow of material at the nozzle is not uniform and slugs, sand spots, or wet sloughs result, the nozzleman shall direct the nozzle away from the work until the faulty conditions are corrected. Such defects shall be replaced as the work progresses. Guniting shall be suspended if: 1. Air velocity separates the cement from the sand at the nozzle. 2. Temperature approaches freezing and the newly placed gunite cannot be protected. Gunite shall be applied in one or more layers to such total thickness as required to restore the area as detailed over the original lines of the adjoining surface, unless otherwise specified. All cavities, depressions, washouts and similar failures shall be rebuilt to original lines by use of gunite reinforced with wire mesh. Where the cavity exceeds 4 inches in depth a layer of mesh shall be used for each 3 inches of depth of gunite. In no case shall wire mesh be placed behind existing reinforcement. The time interval between successive layers in sloping vertical or overhanging work must be sufficient to allow initial but not final set to develop. At the time the initial set is developing, the surface shall be cleaned to remove the thin film of laitance in order to provide a perfect bond with succeeding applications. 48.13 CONSTRUCTION JOINTS Construction joints or day's work joints shall be sloped off to a thin, clean, regular edge, preferably at a 45- degree slope. Before placing the adjoining work, the slope portion and adjacent gunite shall be thoroughly cleaned as necessary, then moistened and scoured with an air jet. 48.14 SURFACE FINISH Nozzleman shall bring the gunite to an even plane and to well formed corners by working up to ground wires or other guides, using lower placing velocity than normal. After the body coat has been placed, the surface shall be trued with a thin edge screed to remove high areas and expose low areas. Low areas shall be properly filled with concrete to insure a true, flat surface. After the concrete surface has been trued, the entire surface shall be given a flashcoat finish except where a special type finish is specified on the drawings. 48.15 CURING Curing shall be in accordance with either paragraph 3.7.1(d) or paragraph 3.7.5. of ACI 506.2 77 depending upon atmospheric condition. 48.16 ADJACENT SURFACE PROTECTION During progress of the work, where appearance is important, adjacent areas or grounds which may be permanently discolored, stained, or otherwise damaged by dust and rebound, shall be adequately protected sensitive areas, when contacted, shall be cleaned by early scraping, brushing or washing, as the surroundings permit. SectionlV.doc Page 97 of 128 5/15/2012 Section IV — Technical Specifications 48.17 INSPECTION Because of the importance of workmanship affecting the quality of the gunite, continual inspection during placing shall be maintained. Any imperfections discovered shall be cut out and replaced with sound material. 48.18 EQUIPMENT Cement Gun: The mixing and delivering equipment shall be either the vertical double chamber type or rotary type. The upper chamber of the double chamber type shall receive and pressurize the dry mix and deliver it to the lower chamber. The lower chamber shall force the pressurized mix into the delivery hose by means of a feed wheel. The type of feeder utilized should be of sufficient capacity that the lower chamber may continuously furnish all required material to the delivery hose while the upper chamber receives the recharge. The rotary type cement gun shall have an enlarged hopper to feed material into a rotating multiported cylinder. Material shall fall by gravity into a port which shall then be rotated to a position in which the material is expelled by air into a moving stream of air. All equipment must be kept in good repair. The interior of drums, feed gearing and valves shall be cleaned as often as necessary (at least once every 8 hour shift) to prevent material from caking on critical parts. Nozzle: Nozzle shall be the premixing type with perforated water feed ring inside the nozzle. The maximum length of material hose for the application of gunite shall be approximately 150 feet although it shall be permissible to use as much as 800 feet of material hose if the supply air pressure measured at the cement gun is increased to maintain proper velocity. The following table gives requirements for compressor size, hose size and air pressure using 150 feet of material hose: Comp. Cap (cfm) Max. Hose Dia. (In.) Max. Size Nozzle (In.) Min. Air Press. (psi) 365 1 5/8 1 5/8 60 600 2 2 80 750 2 1/2 2 1/2 90 For each 25 feet of material hose used in excess of 150 feet, the required air pressure shall be increased by 5 psi. Air Compressor: Any standard type of compressor shall be satisfactory if it is of sufficient capacity to provide, without interruption, the pressures and volume of air necessary for the longest hose delivery. The air compressor capacity determinations shall include allowances made for the air consumed in blowing rebound, cleaning, reinforcing and for incidental uses. Compressor equipment shall be of such capacity so as to insure air pressures at the special mixer capable of producing the required material velocities. Water Supply: The water pressure at the discharge nozzle should be sufficiently greater than the operating air pressure to assure the water is intimately mixed with the other materials. If the line water pressure is inadequate, a water pump or pressurized tank shall be introduced into the line. The water pressure shall be uniformly steady (nonpulsating). SectionlV.doc Page 98 of 128 5/15/2012 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section IV — Technical Specifications 49 SANITARY AND STORM MANHOLE LINER RESTORATION 49.1 SCOPE AND INTENT It is the intent of this portion of the specification to provide for the structural rehabilitation of manhole walls and bases with solid preformed liners and made -in -place liner systems used in accordance with the manufacturer's recommendations and these specifications. In addition to these specifications, the Contractor shall comply with manufacturer's instructions and recommendations for work. Purpose of work is to eliminate infiltration, provide corrosion protection, repair voids and to restore the structural integrity of the manhole. For any particular system the Contractor will submit manufacturer's technical data and application instructions. All OSHA regulations shall be met. 49.2 PAYMENT Payment for liners shall be per vertical foot of liner installed from the base to the top of the installed liner. Liners will generally be installed to the top of existing or new corbels. No separate payment will be made for the following items and the cost of such work shall be included in the pay item per linear foot of liner: Bypass pumping; Traffic Control; Debris Disposal; Excavation, including necessary pavement removal; Shoring and /or dewatering; Structural fill; Backfill and compaction; Grout and mortar; Brick; Resetting of the manhole ring and cover; Pipe extensions and connectors necessary to the installation; Replacement of unpaved roadway and grass or shrubbery plot; Replacement of roadway base and asphalt surface; and Appurtenant work as required for a complete and operable system. 49.3 FIBERGLASS LINER PRODUCTS 49.3.1 MATERIALS 49.3.1.1 LINERS Liners shall be fiberglass engineered to meet or exceed AASHTO H 20 loading of 16,000 pound vertical wheel load. Manhole liners are to be of the integral corbel design unless otherwise stipulated. Manhole liners are to be as large in diameter as will fit into the existing manhole. The contractor shall measure the existing manhole immediately prior to ordering materials and is solely responsible for the fitting of the liner. Contractor will be required to submit factory certification for fiberglass liners. The manhole liner shall meet all requirements of ASTM D 3753. 49.3.1.2 MORTAR Mortar shall be composed of one part Portland Cement Type I and between two and three parts clean, well graded sand, 100% of which shall pass a No. 8 sieve. 49.3.1.3 GROUTING Grouting shall be a concrete slurry of four bags of Portland Cement Type II per cubic yard of clean, well graded sand. SectionlV.doc Page 99 of 128 5/15/2012 Section IV — Technical Specifications 49.3.2 INSTALLATION AND EXECUTION Excavate an area around the top of the existing manhole sufficiently wide and deep for the removal of the manhole ring and corbel section. Remove the frame and cover and corbel section without damaging the existing manhole walls. Care is to be taken not to allow brick or soil to fall into the existing manhole. Remove or reinsert loose brick which protrude more than one inch from the interior wall of the manhole and which could interfere with the insertion of the fiberglass liner. If the shelf of the manhole invert is not level around the perimeter, form a flat shelf with mortar. Cut the liner to the proper length. Cutouts in the manhole shall be made to accommodate existing inlet and outlet pipes, drops and cleanouts. Lower the liner into the existing manhole and set the bottom of the liner into quick setting grout. Obtain a good bottom seal to prevent the loss of grout from the annular space between the outside of the liner and the inside wall of the existing manhole. Set the liner as nearly vertically as possible. Pour six inches of quick setting grout above the initial bottom seal in the annular void to insure an adequate bottom seal. Bridge the gap from drops, laterals, force mains, cleanouts and all existing piping between the existing manhole wall and the new manhole liner with P.V.C. pipe. Use quick setting mortar to seal the area around the manhole liner and piping. Fill the annular space between the manhole liner and the existing manhole interior walls with grout. Care must be taken not to deflect the manhole liner due to head pressure. Set the existing manhole ring and cover using brick to make elevation adjustments as needed. Observe watertightness and repair any visible leakage. Backfill around the new liner and compact the backfill. Sod the disturbed area. Match existing sod. Where manholes fall in paved areas, disturbed base shall be replaced twice the original thickness and compacted in 8" layers. Asphalt shall be replaced with 1 1/2" of Pinellas County Type II surface. 49.4 STRONG SEAL MS -2 LINER PRODUCT SYSTEM This specification shall govern all work to spray apply a monolithic fiber reinforced cementitious liner to the wall and bench surfaces of brick, concrete or any other construction material; Strong Seal MS 2 product. Described are procedures for manhole preparation, cleaning, application and testing. The applicator must be approved, trained and certified as having successfully completed factory training. The applicator /contractor shall furnish all labor, equipment and materials for applying the Strong Seal MS 2 product directly to the contour of the manhole to form a structural cementitious liner of a minimum 1/2" thickness using a machine specially designed for the application. All aspects of the installation shall be in accordance with the manufacturer's recommendations and with the following specifications which includes: 1. The elimination of active infiltration prior to making the application. 2. The removal of any loose and unsound material. SectionlV.doc Page 100 of 128 5/15/2012 Section IV — Technical Specifications 3. The spray application of a pre blended cementitious mix to form a monolithic liner in a 2 coat application. 49.4.1 MATERIALS 49.4.1.1 PATCHING MIX Strong Seal shall be used as a patching mix according to the manufacturer's recommendations and shall have the following minimum requirements: 1. Compressive Strength (ASTM C -109) 15 min., 200 psi 6 hrs., 1,400 psi 2. Shrinkage (ASTM C -596) 28 days, 150 psi 3. Bond (ASTM C -952) 28 days, 150 psi 4. Cement Sulfate resistant 5. Density, when applied 105 +/- 5 pcf 49.5 INFILTRATION CONTROL Strong Plug shall be used to stop minor water infiltration according to the manufacture's recommendations and shall have the following minimum requirements: 1. Compressive strength (ASTM C -109) - 600 psi, 1 hr.; 1000 psi 24 hrs. 2. Bond (ASTM C -952) - 30 psi, 1 hr.; 80 psi, 24 hrs. 49.6 GROUTING MIX Strong -Seal Grout shall be used for stopping very active infiltration and filling voids according to the manufacture's recommendations. The grout shall be volume stable, and have a minimum 28 day compressive strength of 250 psi and a 1 day strength of 50 psi. 49.7 LINER MIX Strong Seal MS 2 shall be used to form the monolithic liner covering all interior manhole surfaces and shall have the following minimum requirements at 28 days: 1. Compressive strength (ASTM C 109) 3,000 psi 2. Tensile strength (ASTM C 496) 300 psi 3. Flexural strength (ASTM C 78) 600 psi 4. Shrinkage (ASTM C 596) 0% at 90% R.H. 5. Bond (ASTM C 952) 130 psi 6. Density, when applied 105 + pcf Product must be factory blended requiring only the addition of water at the Job site. Bag weight shall be 50 51 pounds and contents shall have dry bulk density of 54 to 56 pounds per cubic foot. Fiberglass rods which are contained in the product shall be alkaline resistant and shall be 1/2" to 5/8" long with a diameter of 635 to 640 microns. Products shall, in the un mixed state, have a lead content not greater than two percent (2 %) by weight. SectionlV.doc Page 101 of 128 5/15/2012 Section IV — Technical Specifications Strong Seal MS 2C shall be made with Calcium Aluminate Cement and shall be used according to the manufacturer's recommendations in applications where there is evidence of severe sulfide conditions. Product must be factory blended requiring only the addition of water at job site. Bag weight shall be 50 -51 pounds and contents must have a dry bulk density of 50 56 pounds per cubic foot. Cement content must be 65 % -75% of total weight of bag. One bag of product when mixed with correct amount of water must have a wet density of 95 108 pounds per cubic foot and must yield a minimum of .67 cubic foot of volume. Fiberglass rods must be alkaline resistant with rod lengths not less than 1/2" in length nor greater than 5/8" in height. Product shall not include any basic ingredient that exceeds maximum allowable EPA limit for any heavy metal. Manufacturer must provide MSDS sheets for product(s) to be used in reconstruction process. A two coat application of liner material will be required (no exceptions) with the first coat rough troweled to force materials into cracks and crevices to set the bond. The second coat to be spray applied to assure minimum 1/2" thickness after troweling or brush finishing to a relatively smooth finish. 49.8 WATER Shall be clean and potable. 49.9 OTHER MATERIALS No other material shall be used with the mixes previously described without prior approval or recommendation from the manufacturer. 49.10 EQUIPMENT A specially designed machine consisting of an optimized progressive cavity pump capable of producing a minimum of 250 psi pumping pressure, contra blend mixer with twin ribbon paddles with discharge, and an air system for spray application of product. Equipment must be complete with water storage and metering system. Mixer and pump is to be hydraulically powered. Equipment is to be mounted to heavy duty construction tandem axle road worthy trailer complete with electric brakes and running lights. Internal combustion engine must be included to power the hydraulic system and air compressor. 49.11 INSTALLATION AND EXECUTION 49.11.1 PREPARATION 1. Place boards over inverts to prevent extraneous material from entering the sewer lines and to prevent up stream line from flooding the manhole. 2. All foreign material shall be removed from the manhole wall and bench using a high pressure water spray (minimum 1,200 psi). Loose and protruding brick, mortar and SectionlV.doc Page 102 of 128 5/15/2012 Section IV — Technical Specifications concrete shall be removed using a mason's hammer and chisel and /or scraper. Fill any large voids with quick setting patching mix. 3. Active leaks shall be stopped using quick setting specially formulated mixes according to the manufacturer's recommendations. Some leaks may require weep holes to localize the infiltration during the application after which the weep holes shall be plugged with the quick setting mix prior to the final liner application. When severe infiltration is present, drilling may be required in order to pressure grout using a cementitious grout. Manufacturer's recommendations shall be followed when pressure grouting is required. 4. Any bench, invert or service line repairs shall be made at this time using the quick setting mix and following the manufacturer's recommendations. 5. After all preparation has been completed, remove all loose material. 49.11.2 MIXING For each bag of product, use the amount of water specified by the manufacturer and mix using the Spray Mate Model 35C or 35D equipment for 30 seconds to a minute after all materials have been placed in the mixing hopper. Place the mix into the holding hopper and prepare another batch with timing such that the nozzleman can spray in a continuous manner without interruption until each application is complete. 49.11.3 SPRAYING The surface, prior to spraying, shall be damp without noticeable free water droplets or running water. Materials shall be sprayed, applied to a minimum uniform thickness to insure that all cracks, crevices and voids are filled and a somewhat smooth surface remains after light troweling. The light troweling is performed to compact the material into voids and to set the bond. Not before the first application has begun to take an initial set (disappearance of surface sheen which could be 15 minutes to 1 hour depending upon ambient conditions) is the second application made to assure a minimum total finished thickness of 1/2 inch. The surface is then troweled to a smooth finish being careful not to over trowel so as to bring additional water to the surface and weaken it. A brush finish may be applied to the finished coat to remove trowel marks. Manufacturer's recommendation shall be followed whenever more than 24 hours have elapsed between applications. The wooden bench covers shall be removed and the bench is sprayed such that a gradual slope is produces from the walls to the invert with the thickness at the edge of the invert being no less than 1/2 inch. The wall bench intersection shall be rounded to a uniform radius, the full circumference of the intersection. The final application shall have a minimum of four (4) hours cure time before being subjected to active flow. 49.11.4 PRODUCT TESTING At some point during the application, at least four (4) 2 inch cubes may be prepared each day or from every 50 bags of product used, identified and sent, in accordance with the Owner's or Manufacturer's directions, for compression strength testing as described in ASTM C 109. 49.11.5 CURING Ambient manhole conditions are adequate for curing so long as the manhole is covered. It is imperative that the manhole be covered as soon as possible after the application has been completed. SectionlV.doc Page 103 of 128 5/15/2012 Section IV — Technical Specifications 49.11.6 MANHOLE TESTING AND ACCEPTANCE Manhole may be vacuum tested from the top of manhole frame to the manhole base. All pipes entering the manhole shall be plugged, taking care to securely place the plug from being drawn into the manhole. The test head shall be placed and the seal inflated in accordance with the manufacturers' recommendations. A vacuum pump of ten (10) inches of mercury shall be drawn and the vacuum pump shut off. With the valves closed, the time shall be measured for the vacuum to drop to nine (9) inches. The manhole shall pass if the time is greater than sixty (60) seconds for forty eight (48) inch diameter, seventy five (75) seconds for sixty (60) inches, and ninety (90) seconds for seventy two (72) inch diameter manholes. If the manhole fails the initial test, necessary repairs shall be made. Retesting shall proceed until a satisfactory test is obtained. Tests shall be performed by the Contractor under the direction of the Project Engineer. 49.12 INNERLINE ENVIRONMENTAL SERVICES LINER PRODUCT SYSTEM 49.12.1 SCOPE Materials and application procedures for manhole rehabilitation for the purpose of restoring structural integrity, providing corrosion resistance, and stopping infiltration by means of: 1. Hydraulic grouting, where required, as a preliminary measure to stop high volume infiltration 2. Hydrophilic grouting (positive side waterproofing), where required, as follows: a. Hydrophilic foam - injected through wall of manhole to fill voids and /or b. Hydrophilic gel- injected through wall of manhole to stop active leaks 3. Cementitious waterproofing with crystallization (negative side waterproofing) 4. Calcium aluminate cement lining, minimum of 1/2 inch 5. Epoxy coating, minimum of 30 dry mils 49.12.2 MATERIALS 49.12.2.1 REPAIRING CEMENT A quick setting hydraulic cement compound shall be used to plug all visible minor leaks and to instantly stop major leaks, so that further waterproofing processes may proceed unhindered. The repairing cement shall be nonshrinking, nonmetallic, and noncorrosive. The compound shall have the following properties: Set Time Tensile Strength ASTM C 307 Compressive Strength ASTM -C 109 SectionlV.doc 1 -3 minutes 1 day 510 psi 3 days 745 psi 28 days 855 psi 1 day 3,125 psi 7 days 7,808 psi 28 days 9,543 psi Page 104 of 128 5/15/2012 Section IV — Technical Specifications Flexural Strength ASTM C 78 1 day 410 psi 3 days 855 psi 28 days 1,245 psi 49.12.2.2 HYDROPHILIC GROUTING Based on conditions found in and around the manhole, the applicator shall pressure inject either one or both of the following materials: 1. An expansive foam grout shall be used to stop major intrusion of water and fill cracks in and voids behind the structure's surface. Physical properties are as follows: Tensile Strength Elongation Bonding Strength 380 psi ASTM D 3574 -86 400% ASTM D 3574 -86 250 -300 psi 2. A hydrophilic gel grout shall be used for soil stabilization behind the manhole -to prevent seepage, to provide a damming effect, and to place a hydrostatic barrier around exterior of manhole. Physical properties are as follows: Density Tensile Strength Elongation Shrinkage Toxicity 8.75 -9.17 lbs /gal 150 psi 250% Less than 4% Non Toxic ASTM D -3574 ASTM D- 412 ASTM D -3574 ASTM D -1042 49.12.2.3 WATERPROOFING A waterproofing component based on the crystallization process shall be applied. The system combines cementitious and silicate based materials that are applied to negative side surfaces to seal and stop leakage caused by hydrostatic pressure. A combination of five coats (using three components -two powders and a special liquid) react with moisture and the constituents of the substrate to form the crystalline structure. It becomes an integral part of the structure and blocks the passage of water. With moisture present, the crystallization process will continue for approximately six months. Upon completion the color will be light grey. Physical properties are as follows: Slant /Shear bond Strength ASTM (to be given) Tensile Strength (7 day cure) ASTM C 190 Permeability (3 day cure) CRD 48 55 to Calcium Aluminate Cement 1,200 1,800 psi 380 psi (2.62 MPa) 325 psi (2.24 MPa) 8.1x10 Ilcm /sec to 7.6x10 cm /sec at 100% RH at 50% RH 49.12.2.4 CEMENT LINING A self bonding calcium aluminate cement shall be applied to restore structural integrity and provide corrosion resistance qualities. The cement (before adding fibers) shall have the following properties: Calcium Aluminate Cement 12 Hrs 24 Hrs 7 Days 28 Days SectionlV.doc Page 105 of 128 5/15/2012 Section IV — Technical Specifications Astm C 495 Compressive Strength, Psi 7000 11000 12000 13000 Astm C 293 Flexural Strength, Psi 1000 1500 1800 2000 Astm C 596 Shrinkage At 90% Humidity -- <0.04 <0.06 <0.08 Astm C 666 Freeze -Thaw Aft 300 Cycle No Damage Astm C 990 Pull - Out Strength 200 - 230 Psi Tensile Astm C 457 Air Void Content (7 Days) 3% Astm C 497 Porosity /Adsorption Test 4 - 5% Modules of Elasticity: 7.10 X 10 PSI after 24 Hrs moist curing at 68 F. The calcium aluminate cement shall be reinforced with inert fibers which comply with ASTM C 1116 and ASTM C 1018, added at the rate of one pound per cubic yard of concrete. The mixture shall be applied to a thickness of at least one half inch, but no greater than two inches. It will have a dark grey color. 49.12.2.5 EPDXY COATING A high build, flexible waterproofing epoxy shall be applied to a minimum of 30 dry mils. This epoxy will seal structure from moisture and provide protective qualities to the surface, including excellent resistance to chemical attack and abrasion. The epoxy shall be 100% solids, can be applied to damp surfaces, cures to a tile like finish, is easy to clean, and has no toxic fumes. Its uses include sewage treatment plants and other sewer structures. The epoxy shall have the following properties at 75 degrees F: Mixing Ratio (Parts A:B), by volume 1:1 Color (other colors available on request) Light Gray Pot Life, hrs 1 Tensile Strength, psi, min 2,000 Tensile Elongation, % 10 —20 Water Extractable Substances, mg. /sq. in., max 5 Bond Strength to Cement (ASTM 882) psi 1,800 49.12.2.6 CHEMICAL RESISTANCE Alcohols, Trichloroethylene, Nitric Acid (3 %), Jet Fuels, Water, Sulfuric Acid (3% 10 %), MEK, Wine, Butyl Acetate, Beer, Lactic Acid (3 %), Gasoline, Corn Oil, Aluminum Sulfate, Paraffin Oil, Vegetable Juice, Sodium Chloride, Motor Oil, Hydrochloric Acid (3 %), and many others. 49.12.3 INSTALLATION AND EXECUTION 49.12.3.1 PROCEDURAL OVERVIEW Work shall proceed as follows: 1. Remove rungs (steps), if desired by client. 2. Clean manhole and remove debris. a. Plug lines and /or screen out displaced debris. b. Apply acid wash, if necessary, to clean and degrease. c. Hydroblast and /or sand blast structure. SectionlV.doc Page 106 of 128 5/15/2012 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section IV — Technical Specifications d. Remove debris from work area. 3. Repair minor defects in walls, benches, and inverts, as required, with repairing cement. (Note: Major structural repairs, such as rebuilding of benches, will also be made as required by client. 4. Inject hydrophilic grout through all surfaces, as needed, to eliminate infiltration. 5. Apply cementitious /crystallization waterproofing agents to all surfaces, repeating steps as needed. 6. Spray and /or hand apply calcium aluminate cement lining to all surfaces. 7. Spray apply epoxy coating to all surfaces. NOTE: Steps 1 -5 shall be executed consecutively with minimal delays; calcium aluminate (Step 6) shall require a cure time of at least twenty -four hours for needed adhesion of epoxy (Step 7) to cement lining. 49.12.3.2 PREPARATION An acid wash shall be used (if needed) to clean and degrease. Then, if the client desires, the rungs shall be removed. Next, the entire structure is thoroughly water and /or sand blasted to remove any loose or deteriorated material. Care shall be taken to prevent any loose material from entering lines and other areas by either plugging the lines ( where feasible) or inserting protective screens. 49.12.3.3 STRUCTURAL REPAIR Hand place or spray apply hydraulic cement material as necessary to prepared surface to fill cracks and voids in structure. Allow twenty (20) minutes before applying waterproofing/crystallization. 49.12.3.4 INFILTRATION CONTROL Pressure injection of hydrophilic gel and hydrophilic foam. 1. Drill 5/8" holes through active leaking surface. 2. Install all zed fittings, as recommended by manufacturer. 3. Inject material until water flow stops. 4. Remove fittings (if necessary). 49.12.3.5 WATERPROOFING /CRYSTALLIZATION PROCESS 1. Apply a slurry coat of powder #1 to moist wall using a stiff brush, forming an undercoat. 2. Apply dry powder #2 to slurry coat by hand. 3. Brush or spray on sealing liquid during the application to penetrate and initiate the crystal forming process. 4. Repeat steps 2 and 3, until there are no visible leaks. 5. Apply powder #1 as an overcoat. 6. Allow one (1) hour to cure before applying cement lining. SectionlV.doc Page 107 of 128 5/15/2012 Section IV — Technical Specifications 49.12.3.6 CEMENT LINING 1. Dampen surface. 2. Mix material in mixer as recommended for spray or hand trowel application. 3. Apply cement until required build up of at Least one half inch (and no more than 2 inches) has been achieved. 4. Trowel to smooth finish, restoring contours of manhole. 5. Texture brush surface to prepare for epoxy finish. 6. Allow for a 24 -hour cure time prior to epoxy coating. NOTE: If conditions of heavy humidity prevail, a dry air blower shall be used to facilitate curing times. 49.12.3.7 EPDXY COATING Spray apply epoxy coating using airless spraying equipment until surface is visibly covered and a thickness of at least 30 mils has been achieved. Manhole may be safely entered after six (6) hours, as epoxy will be hardened. Full cure strength will be achieved at forty eight (48) hours. 49.12.3.8 CLEAN UP The work crew shall remove all debris and clean work area. 49.12.3.9 MANHOLE TESTING AND ACCEPTANCE Manhole may be vacuum tested from the top of manhole frame to the manhole base. All pipes entering the manhole shall be plugged, taking care to securely place the plug from being drawn into the manhole. The test head shall be placed and the seal inflated in accordance with the manufacturers' recommendations. A vacuum pump of ten (10) inches of mercury shall be drawn and the vacuum pump shut off. With the valves closed, the time shall be measured for the vacuum to drop to nine (9) inches. The manhole shall pass if the time is greater than sixty (60) seconds for forty eight (48) inch diameter, seventy five (75) seconds for sixty (60) inches, and ninety (90) seconds for seventy two (72) inch diameter manholes. If the manhole fails the initial test, necessary repairs shall be made. Retesting shall proceed until a satisfactory test is obtained. Tests shall be performed by the Contractor under the direction of the Project Engineer. 49.12.3.10 WARRANTY All materials and workmanship shall be warranted to the Owner for a period of five (5) years, provided that all the above mentioned repair steps are used. 50 PROJECT INFORMATION SIGNS This article deleted. See SECTION III, ARTICLE 23 — PROJECT INFORMATION SIGNS. 51 IN -LINE SKATING SURFACING SYSTEM 51.1 SCOPE 1. These specifications pertain to the application of the Plexiflor Color Finish System over recreational areas intended for In -Line Skating activities. The materials specified in the SectionlV.doc Page 108 of 128 5/15/2012 Section IV — Technical Specifications site plans shall be of colors indicated and for application over the Plexipave Acrylic Latex System. 2. The work shall consist of suitable cleaning and preparation of the surface to assure a satisfactory bond of the system to the existing surface. 3. All coverage rates are calculated prior to dilution. 4. Plexiflor In -line Skating Surfacing System • 1 Coat of Acrylic Resurfacer • 2 Coats of Fortified Plexipave • 2 Coats of Plexiflor • Plexicolor Line Paint 51.2 SURFACE PREPARATIONS 51.2.1 ASPHALT Allow new asphalt to cure a minimum of 6 months. The surface must be checked for birdbaths, cracks and other irregularities and repaired with Court Patch Binder according to California Specification Section 10.14. (Surfacing prior to six months may make the asphalt subject to indentation). 51.2.2 CONCRETE Concrete shall have a wood float or broom finish. DO NOT PROVIDE STEEL TROWEL FINISH. DO NOT USE CURING AGENTS OR CONCRETE HARDENERS. Allow the concrete to cure a minimum of 30 days. Acid Etch the entire surface with Concrete Preparer according to California Specification Section 10.13. Check surface for birdbaths, cracks and other irregularities and repair with Court Patch Binder according to California Specification Section 10.14. 51.2.3 COURT PATCH BINDER MIX Court Patch Binder Mix: 100 Lbs. #80 -100 Mesh Silica Sand (dry) 3 gallons Couth Patch Binder 1 to 2 gallons Portland Cement. 51.3 APPLICATION OF ACRYLIC FILLER COAT 1. Application of the Acrylic Resurfacer Mix shall be applied to the clean, dry, level surfaces to receive the Plexiflor Surfacing System. The mix shall be applied according to California Specification Section 10.8 using the following mix: Acrylic Resurfacer Water (Clean and Potable) Sand (60 -80 mesh) Liquid Yield 55 gallons 20 -40 gallons 600 -900 pounds 112 -138 gallons 2. Over asphalt surfaces, apply the Acrylic Resurfacer Mix in one or two coats (depending on surface porosity) at a rate of .05 -.07 gallons per square yard per coat. 3. Non- coated concrete surfaces must be neutralized with concrete preparer and primed with California Ti -Coat according to Specification Section 10.17. The Acrylic Resurfacer Mix SectionlV.doc Page 109 of 128 5/15/2012 Section IV — Technical Specifications must be applied within 3 hours of the TiCoat application while the primer is dry but still tacky to the touch. Apply the Acrylic Resurfacer Mix in one or two applications at a rate of .05 -.07 gallons per square yard per coat. 51.4 APPLICATION OF FORTIFIED PLEXIPAVE After the filler coat application has dried, apply two coats of Fortified Plexipave at an undiluted rate of .05 -.07 gallons per square yard per coat using the following mix: Plexipave Color Base 30 gallons Plexichrome 20 gallons Water 20 gallons 51.5 PLEXIFLOR APPLICATION 1. Plexiflor is factory premixed and ready to use from the container. The material may be diluted with one (1 ) part water to six (6) parts Plexiflor to improve flowability and provide uniform application. 2. Apply two coats of Plexiflor at a rate of .04 -.05 gallons per square yard per coat. 3. Plexiflor is applied (in a similar manner to Plexipave) in windrows on the surface with sufficient quantity to cover as the squeegee is pulled over the surface. Apply only light pressure to the squeegee. Do not allow ridges to form between passes of the squeegee. Ridges existing after material dries should require corrective action. 4. Plexiflor and its preliminary coatings should be allowed to thoroughly dry prior to application of subsequent coats. 51.6 PLAYING LINES Four hours minimum after completion of the color resurfacing, playing lines shall be accurately located, marked and painted with Plexicolor Line Paint as specified by The National In -Line Hockey Association. 51.7 GENERAL 1. The contractor shall remove all containers, surplus materials and debris upon completion of work leaving the site in a clean, orderly condition that is acceptable to the owner. Gates shall be secured and all containers shall be disposed of in accordance with Local, State and Federal regulations. 2. Materials specified for the Plexiflor System shall tee delivered to the site in sealed, property labeled arums with California Products Corporation labels that are stenciled with the proper batch code numbers. Products packaged or labeled in any other manner will not be accepted. Mixing with clear, fresh water shall only be done at the job site. Coverage rates are based upon material prior to mixing with water as specified. 51.8 LIMITATIONS 1. Do not apply if surface temperature is less than 50 °F or more than 1 40 °F. 2. Do not apply when rain or high humidity is imminent. 3. Do not apply when surface is damp or has standing water. SectionlV.doc Page 110 of 128 5/15/2012 Section IV — Technical Specifications 4. Plexiflor will not hide surface imperfections of previous coatings. 5. Keep from freezing. Do not store in the hot sun. 6. Keep containers tightly closed when not in use. 7. Plexiflor will not prevent substrate cracks from occurring. 8. Plexiflor will mark slightly from normal use of some In -line Skates. 9. Coefficient of friction = 0.78 10. Coating Application Drying Time: 30 minutes to 1 hour at 70 °F with 60% relative humidity. 11. Keep court clean. Excess dirt or foreign material can cause the surface to be slippery. In -Line hockey is a physical sport. Always wear NIHA recommended protective gear. 52 RESIDENT NOTIFICATION OF START OF CONSTRUCTION This article deleted. See SECTION III, ARTICLE 22 - RESIDENT NOTIFICATION OF START OF CONSTRUCTION. 53 GABIONS AND MATTRESSES 53.1 MATERIAL 53.1.1 GABION AND RENO MATTRESS MATERIAL 53.1.1.1 PVC COATED WIRE MESH GABIONS & MATTRESSES Gabion & mattress basket units shall be of non - raveling construction and fabricated from a double twist by twisting each pair of wires through three half turns developing the appearance of a triple twist. The galvanized wire core shall have a diameter of 0.1063 inches (approx. US gauge 12). All wire used in the fabrication of the gabion shall comply with or exceed Federal Specifications QQ-W-461H, possess a maximum tensile strength of 70,000 p.s.i. with a Finish 5, Class 3 zinc coating in accordance with the current ASTM A -641. The weight of zinc coating shall be determined by ASTM A -90. The grade of zinc used for coating shall be High Grade or Special High Grade, as prescribed in ASTM B -6, Table 1. Uniformity of coating shall equal or exceed four 1- minute dips by the Preece test, as determined by ASTM A -239. The PVC coating shall be extruded and adhere to the wire core prior to weaving. The PVC coated wire shall be woven into a double twisted hexagonal mesh having uniform openings of 3 1/4 inches by 4 '/z inches. The overall diameter of the mesh wire (galvanized wire core plus PVC coating) shall be 0.146 inches. Selvedge and reinforcing wire shall be of heavily galvanized wire core, 0.1338 inches in diameter (approx. US gauge 10), coated with PVC and having an overall diameter (galvanized wire core plus PVC coating) of 0.173 inches. Lacing and connecting wire shall be of soft tensile strength (75,000 PSI max), heavily galvanized wire core, 0.087 inches in diameter (approx. US gauge 13 1/2), coated with PVC and having an overall diameter (galvanized wire core plus PVC coating) of 0.127 inches. The use of alternate wire fasteners shall be permitted in lieu of tie wire providing the alternate fastener produces a four (4) wire selvedge joint with a strength of 1200 lbs. per linear foot while remaining in a locked and closed condition. Properly formed interlocking fasteners shall be spaced from 4 to 6 inches and have a minimum 3/4 square inch inside area to properly confine the required selvedge wires. Tiger -Tite SectionlV.doc Page 111 of 128 5/15/2012 1 Section IV — Technical Specifications Interlocking Fasteners are an approved alternate joint material. The Interlocking Wire Fastener shall meet stainless steel material specification ASTM A -313, Type 302, Class 1, or equal. All of the above wire diameters are subject to tolerance limit of 0.004 inches in accordance with 1 ASTM A -641. 53.1.1.2 PVC (POLYVINYL CHLORIDE) COATING 1 The coating shall be gray in color and shall have a nominal thickness of 0.0216 inches but not less than 0.015 inches in thickness. The protective PVC plastic shall be suitable to resist deleterious effects from exposure to light, immersion in salt or polluted water and shall not show any material difference in its initial compound properties. The PVC compound is also resistant to attack from acids and resistant to abrasion. 1. Specific Gravity: a. According to ASTM D -2287 and ASTM D- 792; in the range of 1.30 to 1.34. 2. Tensile Strength: 1 a. According to ASTM D -142; not less than 2980 psi. 3. Modulus of Elasticity: 1 a. According to ASTM D -412; not less than 2700 psi at 100% strain. 4. Resistance to Abrasion: 1 a. According to ASTM 1242; weight loss <12% (Method B). 5. Brittleness Temperature: 1 a. According to ASTM D -746, Procedure A; shall be at least 8.3 degrees centigrade below the minimum temperature at which the gabions will be handled or placed but not lower than -9.4 degrees centigrade. ' 6. Hardness: a. According to ASTM D -2240; shall be between 50 and 60 Shore D when tested. 7. Creeping Corrosion: a. Maximum corrosion penetration to the wire core from a square cut end section shall not be more than 25mm when the specimen has been immersed for 2000 hours in a 50% SOLUTION HC 1 (hydrochloric acid 12 Be). 53.1.1.3 ACCELERATED AGING TESTS i Variation of the initial properties will be allowed, as specified below, when the specimen is submitted to the following Accelerated Aging Tests: ' 1. Salt Spray Test: a. According to ASTM B -117 b. Period of test = 3000 hours. 2. Exposure to ultraviolet rays: a. According to ASTM D -1499 and ASTM G -23 (Apparatus Type E). Period of test = 3000 hours at 63 degrees centigrade. SectionlV.doc Page 112 of 128 5/15/2012 1 Section IV — Technical Specifications 3. Exposure to high temperature: a. Testing period: 240 hours at 105 degrees centigrade, when tested in accordance with ASTM D- 1203 and ASTM D -2287. 53.1.1.4 PROPERTIES AFTER AGING TESTS After the above Accelerated Aging Tests have been performed, the PVC compound shall exhibit the following properties: 1. Appearance: a. The vinyl coating shall not crack, blister or split and shall not show any remarkable change in color. 2. Specific Gravity: a. Shall not show change higher than 6% of its initial value. 3. Durometer Hardness: a. Shall not show change higher than 10% of its initial value. 4. Tensile Strength: a. Shall not show change higher than 25% of its initial value. 5. Elongation: a. Shall not show change higher than 25% of its initial value. 6. Modulus of Elasticity: a. Shall not show change higher than 25% of its initial value. 7. Resistance to Abrasion: a. Shall not show change higher than 10% of its initial value. 8. Brittleness Temperature: a. Cold Bend Temperature - Shall not be lower than -20 degrees centigrade. b. Cold Flex Temperature - Shall not be higher than +18 degrees centigrade. 53.1.2 GABION AND MATTRESS FILLER MATERIAL: The filler stone shall be limestone from a source approved by the Engineer before delivery is started. Representative preliminary samples of the stone shall be submitted by the contractor or supplier for examination and testing by the Engineer. The stone shall have a minimum specific gravity of 2.3 and be of a quality and durability sufficient to insure permanency in the structure. The individual stones shall be free of cracks, seams, and other defects that would tend to promote deterioration from natural causes, or which might reduce the stones to sizes that could not be retained in the gabion or mattress baskets. The stone shall meet the following physical requirements: • Absorption, maximum 5% • Los Angeles Abrasion (FM 10T096), maximum loss 45% • Soundness (Sodium Sulphate), (FM 1- T104), maximum loss 12% SectionlV.doc Page 113 of 128 5/15/2012 Section IV — Technical Specifications • Flat and elongated pieces, materials with least dimension less than one third of greatest dimension shall not exceed 5% by weight. All filler material shall be uniformly graded between 4 inch and 8 inch (equivalent spherical diameter) and shall be angular in form. Rounded stones shall not exceed 10% of the stone, by weight and 70% of the stone, by weight, shall exceed the largest dimension of the mesh opening. 53.1.3 MATTRESS WIRE Mattress wire shall conform to the same specifications as gabions except as follows: 1. The nominal diameter of the wire used in the fabrication of the netting shall be 0.0866 inches minimum, subject to diameter tolerance in accordance with the current ASTM A 641, Table 3. 2. All wire shall be galvanized according to ASTM A 641, Table 1. The minimum weight of the zinc coating shall be 0.70 ozs. /sq. ft. for the 0.0866 inch wire used for mesh and lacing and 0.80 ozs. /sq. ft. for the 0.106 wire used for selvedge. 3. Adhesion of the zinc coating to the wire shall be capable of being wrapped in a close helix at a rate not exceeding 15 turns per minute around a cylindrical steel mandrel having a diameter 3 times the nominal wire diameter being tested. After the wrap test is completed, the wire shall not exhibit any cracking or flaking of the zinc coating to such an extent that any zinc can be removed by rubbing with bare fingers. 53.1.4 GEOTEXTILE FABRIC Fabric shall conform to FDOT Standard Index 199, Type D -2, and FDOT Standard Specifications, 1996 edition, Section 985. 53.2 PERFORMANCE Gabions and Reno Mattresses shall be installed according to the manufacturer's recommendations and as shown on the Drawings. Fabrication of gabion baskets shall be in such a manner that the sides, ends, lid and diaphragms can be assembled at the construction site into rectangular baskets of the sizes specified and shown on the Drawings. Gabions and mattresses shall be of single unit construction; the base, lid ends and sides shall be either woven into a single unit or one edge of these members connected to the base section of the gabion in such a manner that the strength and flexibility at the connecting point is at least equal to that of the mesh. Where the length of the gabion and mattress exceeds one and one -half its horizontal width, they shall be equally divided by diaphragms of the same mesh and gauge as the mattresses shall be furnished with the necessary diaphragms secured in proper position on the base so that no additional tying is required at this juncture. The wire mesh is to be fabricated so that it will not ravel. This is defined as the ability to resist pulling apart at any of the twists or connections forming the mesh when a single wire strand in a section of mesh is cut. Each gabion or mattress shall be assembled by tying all untied edges with binding wire. The binding wire shall be tightly looped around every other mesh opening along seams so that single and double loops are alternated. A line of empty gabions shall be placed into position according to the contract drawings and binding wire shall be used to securely tie each unit to the adjoining one along the vertical reinforced edges and the top selvedges. The base of the empty gabions placed on top of a filled line of gabions shall be tightly wire to the latter at front and back. SectionlV.doc Page 114 of 128 5/15/2012 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section IV — Technical Specifications To achieve better alignment and finish in retaining walls, gabion stretching is recommended. Connecting wires shall be inserted during the filling operation in the following manner: Gabions shall be filled to one third full and one connecting wire in each direction shall be tightly tied to opposite faces of each cell at one third height. The gabion shall then be filled to two thirds full and one connecting wire in each direction shall be tightly tied to opposite face of each cell at one two third height. The cell shall then be filled to the top. Filler stone shall not be dropped more than 12" into the gabions and mattresses. Geotextile fabric shall be installed at locations shown in the Drawings. The surface to receive the cloth shall be prepared to a relatively smooth condition free of obstructions which may tear or cut the cloth. The panel shall be overlapped a minimum of 30 inches and secured against movement. Cloth damaged or displaced during installation, gabion work, or backfill shall be replaced or repaired to the satisfaction of the Engineer at the contractor's expense. The work shall be scheduled so that the fabric is not exposed to ultraviolet light more than the manufacturer's recommendations or five days, whichever is less. 54 LAWN MAINTENANCE SPECIFICATIONS 54.1 SCOPE To remove trash and debris from landscape and paved area; maintenance and fertilization of plant beds and landscape materials; maintenance, repair, and operation of irrigation systems; ornamental pest control; palm pruning; maintenance of traffic; and the cleaning of hard surfaces at designated areas. The Contractor is to work with the City in coordinating maintenance activities and reporting irregularities in the work zone. The Contractor(s) will provide the labor and materials required to maintain the landscaped street medians including: • Traffic safety and Maintenance of Traffic; • Trash and debris removal from the job site; • Removal of weeds in landscaped areas and hard surfaces; • Proper trimming and pruning of landscape plants and palms; • Proper fertilization and pest control of landscape and palms (may be subcontracted); • Irrigation service and repair; • Mulch replacement; • Cleaning of hard surfaces; and the • Reporting of irregularities at the job site. 54.2 SCHEDULING OF WORK The Contractor(s) shall accomplish all landscape maintenance required under the contract between the hours of 6:30 a.m. and 7:00 p.m. Monday through Saturday, excluding observed holidays. The City may grant, on an individual basis, permission to perform contract maintenance at other hours. All work shall be completed in a continuous manner, that is the cleanup, weeding, trimming, etc., be completed before leaving the job site. SectionlV.doc Page 115 of 128 5/15/2012 Section IV — Technical Specifications 54.3 WORK METHODS 54.3.1 MAINTENANCE SCHEDULING The Contractor(s) will adhere to a work schedule provided by the City (see Level of Service). Any variations to that schedule, requested by either party, must be approved, either verbally or in writing by an authorized representative of the other party. 54.3.2 DUTIES PER SERVICE VISIT The contractor(s) shall provide the following service at each scheduled visit to the designated location: 54.4 LITTER Remove trash and debris from the area to be maintained. Proper disposal of collected trash and debris is a requirement of the contractor. Extraordinary amounts of debris caused by hurricanes, tornadoes, vandalism, etc., would be the responsibility of the City to clean up. The contractor should report such accumulations of debris when they are encountered. Bids for the extraordinary cleanup from the contractor would be considered. 54.5 VISUAL CHECK The site should be checked for irregularities, such as irrigation leaks, vehicle damage, dead or damaged plant material, vandalism, etc., which should be reported to the City within 24 hours after providing the service. 54.6 PLANT TRIMMING AND PALM PRUNING All plant material should be trimmed in a manner that promotes the natural shape and mature size of the particular specie. Trimming should be performed at intervals that will maintain plants in a neat appearance. Trimming should be performed to promote fullness of the plants, while maintaining height restrictions in Clear Sight Zones as established on the landscape plans. Plants shall be kept trimmed to the back of curb. Brown foliage shall be removed from Liriope. Palm pruning to be performed at least once per year, preferably in late June or July following flower formation, according to the following specifications: 54.7 PHOENIX SPECIES (CANARY DATE, INDIA DATE, PYGMY DATE, ETC.) Remove all descending fronds, to the base of the frond; all parallel and ascending fronds are to remain in order to leave a full, rounded head; seed heads may remain, but remove old faded heads that are encountered in the pruning process; remove loose frond boots; remove vegetation; such as strangler figs, Brazilian Pepper, Asparagus fern, etc., growing in the frond boots or on the trunk. Provide the rounded, classic cut on all Medjool palm boots. No climbing spikes allowed on palms. 54.8 DEBRIS REMOVAL All debris from pruning process is to be removed from the job site and disposed of by the contractor. Work sites should be left in a clean and neat appearance upon completion. SectionlV.doc Page 116 of 128 5/15/2012 Section IV — Technical Specifications 54.9 TRAFFIC CONTROL Proper and safe work zones in vehicular traffic areas are to be set up and maintained by the contractor, according to the attached Maintenance of Traffic specifications. 54.10 PEDESTRIAN SAFETY Contractor is responsible for maintaining safe work zones in areas where pedestrian and park users are present. The City reserves the right to limit the hours of operation in certain high pedestrian use areas. 54.11 PLANT FERTILIZATION All tree and plant material should be fertilized with the appropriate amount of 20 -6 -12 sulfur coated, slow release, ornamental fertilizer, three times per year. Applications should be made in mid - February, early June, and mid - September, for the first two years. Fertilizer types and amounts will change with requirements of maturing landscape materials. 54.12 WEED REMOVAL IN LANDSCAPED AREA Weeds should be removed on a regular basis in order to keep them from being visibly noticeable. Weed control with the use of appropriate herbicides is allowable, given they are properly applied by a certified applicator. Herbicide damage to landscape material will be remedied by contractor at his /her expense. 54.13 MULCH CONDITION Should be maintained at a thickness that will discourage weed growth as well as help retain soil moisture, usually 3 inches. 54.14 IRRIGATION SERVICE AND REPAIR Should be performed at each visit to assure the systems proper operation and timing. Drip tubing should be kept covered with mulch. Timer should be checked for proper time of day and operating schedule. Leaks or breaks in the system should be repaired before the next scheduled system running time. All repairs which will be charged at $20.00 or more must be approved in advance by the city. Minor repairs, less than $20.00, should be billed to the City in addition to the monthly maintenance fee. 54.15 LAWN AND ORNAMENTAL PEST CONTROL Should be performed by a properly licensed and certified applicator to keep pest populations at a less than damaging level. Landscape materials lost to or extensively damaged by pests will be replaced by the contractor at the contractor's expense. Diazinon products are not to be used on City properties. 54.16 PALM FERTILIZATION Apply three pounds of Magnesium sulfate and one pound of Potassium evenly, per tree, across the root zone (typically within the dripline), annually in early February. SectionlV.doc Page 117 of 128 5/15/2012 Section IV — Technical Specifications 54.17 FREEZE PROTECTION The City will provide a freeze /frost protection fabric for the Contractor to install over freeze /frost sensitive plants (Lantana and Pentas). The covering material will be stored at a City facility (yet to be determined). Contractor will remove the covering material from storage and install over the sensitive plants, securely fastening edges of the material to the ground per manufacturer's directions. The City will furnish metal pins needed for securing fabric to the ground. The City will notify the Contractor one (1) day or twenty -four (24) hours minimum prior to the need to protect plant material. After uses, the Contractor will prepare the fabric for storage and return it to the designated City facility. Protective covering shall be removed the following afternoon or remain in place as directed by the City. The City shall notify the Contractor by 11:00 a.m. about removing the cover or keeping it in place due to continued freezing temperatures. The City may cancel the freeze protection event at any time prior to the end of the scheduled installation day (5:00 p.m.) The Contractor will be compensated for the number of hours mobilization or on -site work at the contracted rate per man -hour unit price. The Contractor shall provide a unit price for the installation and removal of the covering fabric on a per event basis, as well as an hourly rate per employee required. The City and contractor will coordinate appropriate irrigation operations with weather conditions. Should freeze /frost damage occur, the Contractor shall perform remedial work as per unit basis, as directed by the City. 54.18 LEVEL OF SERVICE This location is to be serviced weekly. Repairs to damage or vandalism to be made within 7 working days of reported irregularity. Weekly visits should occur no closer than six and no further than ten calendar days apart. 54.19 COMPLETION OF WORK Within 24 hours of completing work the contractor shall notify the supervisor assigned to monitor the contract either in person or by phone of said completion. It is acceptable to leave a phone message. However, to make certain the message is received, it is advisable to call between 6:30 a.m. — 7:30 a.m. or 2:30 p.m. — 3:00 p.m. 54.20 INSPECTION AND APPROVAL Upon receiving notification from the Contractor, the City shall inspect the serviced location the following business day. If, upon inspection, the work specified has not been completed, the City shall contact the Contractor to indicate the necessary corrective measures. The Contractor will be given 48 hours from this notification to make appropriate corrections. If the work has been completed successfully then the City will pay for services billed. 54.21 SPECIAL CONDITIONS 1. This location will be newly installed and under warranty by the installer for a six month period on plants and 12 month warranty on palms. Landscape installer will coordinate irrigation operation with the Maintenance contractor to assure adequate irrigation to the landscape materials. Installer will also be responsible for the untying of palm heads /fronds as he feels appropriate. 2. All listed acreage or square footage figures are estimates. SectionlV.doc Page 118 of 128 5/15/2012 Section IV — Technical Specifications 3. All maintenance shall be performed in a good and workmanlike manner, consistent with trade practices and standards which prevail in the industry. 4. The Contractor shall be responsible for damage to any plant material or site feature caused by the Contractor or his /her employees. The Contractor shall be notified in writing of the specific nature of the damage and cost of repair. The City shall, at its option, invoice the Contractor for the payment, or reduce by the amount of the repairs the next regular payment to the Contractor. 5. Occasionally circumstances (standing water, prolonged inclement weather, parked vehicles, etc.) may make all or portions of a location unserviceable during the regular schedule. The Contractor shall notify the City Supervisor of such occurrences, and shall schedule to perform the required maintenance to the location as soon as the pertaining circumstances are relieved. 55 MILLING OPERATIONS 55.1 EQUIPMENT, CONSTRUCTION & MILLED SURFACE Unless otherwise noted in the specs, plans or this Article, the milling operation shall be performed in accordance with Section 327 of FDOT's Standard Specifications (latest edition). The Contractor shall notify the Project Inspector a minimum of 24 hours in advance of all milling. 55.2 ADDITIONAL MILLING REQUIREMENTS 1. If the milling machine is equipped with preheating devices, the contractor is responsible to secure any necessary permits, and for complying with all local, state and federal environmental regulations governing operation of this type of equipment. 2. All milled surfaces must be repaved within seven days from the time it was milled, unless otherwise noted in the contract documents. 3. Prior to paving, all milled areas shall be swept with a Municipal type sweeper either of the vacuum or the mechanical type, that picks up and hauls off, dust and dirt. The sweeper must be equipped with its own water supply for pre - wetting to minimize dust. Moreover, the Contractor shall sweep debris off of sidewalks, driveways and curbs in addition to the roadways before leaving the job site. 4. In cases where concrete valley swales are present, the adjoining pavement shall be milled to allow for the new asphalt grade to be flush with the concrete surface. 5. The Contractor shall be responsible for removing any asphalt that remains in the curb line and /or median curbs after the milling operation of a street is complete. The cost of this removal shall be included in the bid item for milling. 6. All radius returns on streets to be milled shall also be milled unless otherwise directed by the Engineer, with payment to be included in the bid item for milling. 7. Any leveling or base replacement required after milling shall be applied to sections of the road as noted on the plans, or directed by the Engineer, per Section 330 of FDOT's 2000 Standard Specifications for S -Type resurfacing projects or Section 330 (latest edition) for superpave resurfacing projects. The cost shall be included in the per ton unit cost for asphalt, unless otherwise noted in the project scope and plans. SectionlV.doc Page 119 of 128 5/15/2012 Section IV — Technical Specifications 8. Any roadway base material exposed as a result of the milling operation shall be primed that same day (unless otherwise directed by the Engineer) per Section 300 of FDOT's Standard Specifications (latest edition). Repairs required to said base that result from a failure to place the prime in a timely manner shall be done to the City's satisfaction, and at the Contractor's expense. No paving of the exposed base can commence until the City approves the repaired base. The cost of said prime shall be included in the bid item for milling. 9. Prior to the placement of asphalt, the face of all curbs and driveways shall be tacked after the milling operation is complete. 55.3 SALVAGEABLE MATERIALS All surplus existing materials resulting from milling operations shall remain the property of the City. The transporting and stockpiling of salvageable materials shall be performed by the Contractor. The Contractor shall contact the Public Services Division at (727) 562 -4950 to schedule delivery of material. 55.4 DISPOSABLE MATERIALS All surplus materials not claimed by the City shall become the property of the Contractor. The Contractor shall dispose of the material in a timely manner and in accordance with all regulatory requirements in areas provided by the Contractor at no additional expense to the City. 55.5 ADJUSTMENT AND LOCATION OF UNDERGROUND UTILITIES All utilities and related structures requiring adjustment shall be located and adjusted by their owners at the owner's expense. The Contractor shall arrange his schedule to allow utility owners the time required for such adjustments (minimum 48 hours notice per State Statute). All utility adjustments shall be completed prior to the commencement of milling and resurfacing operations. 55.6 ADJUSTMENT OF UTILITY MANHOLES The necessary adjustments of sanitary sewer and stormwater utility manholes and appurtenances shall be accomplished by the Contractor in accordance with Section IV, Article 23.7 of the City's Technical Specifications. 55.7 TYPES OF MILLING There are two types of milling used by the City: A. Wedge — This will consist of milling a six foot wide strip along the curb line of the pavement adjacent to the curb so the new asphalt will align with the original curb height and pavement cross section. B. Full Width — This will consist of milling the entire roadway (i.e. curb line /edge of pavement to curb line /edge of pavement). All existing horizontal and vertical geometry shall remain unless otherwise indicated or approved by the Engineer. SectionlV.doc Page 120 of 128 5/15/2012 Section IV — Technical Specifications 55.8 MILLING OF INTERSECTIONS Intersections, as well as other areas (including radius returns) are to be milled and repaved to restore and /or improve the original drainage characteristics. Said work should extend approximately 50 to 100 feet in both directions from the low point of the existing swale. 55.9 BASIS OF MEASUREMENT The quantity to be paid for will be the area milled, in square yards, completed and accepted. 55.10 BASIS OF PAYMENT The unit price for milling shall include: all materials, preparation, hauling, transporting and stockpiling of salvageable materials, disposal of all surplus material, any required milling of radius returns and intersections, prime and /or tack coat either required or placed at Engineer's discretion, removal of asphalt from curbs, sweeping, labor, equipment, and all incidentals necessary to complete the milling in accordance with the plans and specifications. 56 CLEARING AND GRUBBING The work included in this specification includes the removal and disposal of all structures, appurtenances, asphalt, concrete, curbs, walls, trees, roots, vegetation, boulders, conduits, poles, posts, pipes, inlets, brush, stumps, debris and other obstructions resting on or protruding through the ground surface necessary to prepare the area for construction. Clearing and grubbing shall be performed in accordance with Section 110 of FDOT's Standard Specifications (latest edition). Unless otherwise specified in the contract documents, the Contractor shall take ownership of all removed material and dispose of them off -site in accordance with all Local, State and Federal Requirements. 56.1 BASIS OF MEASUREMENT The basis of measurement shall be either a lump sum quantity or the number of acres cleared and grubbed as specified on the plans or directed by the Engineer. 56.2 BASIS OF PAYMENT The pay item for clearing and grubbing shall include: all removal and disposal of materials and structures as well as all materials, hauling, equipment, tools, labor, leveling of terrain, landscape trimming and all incidentals necessary to complete the work. 57 RIPRAP The work included in this specification includes the construction of either sand - cement or rubble riprap as shown on the plans. The riprap shall be constructed per Section 530 of FDOT's Standard Specifications (latest edition). 57.1 BASIS OF MEASUREMENT The basis of measurement for riprap shall be the volume of sand used in cubic yards for sand - cement, or the dry weight in tons for rubble. SectionlV.doc Page 121 of 128 5/15/2012 Section IV — Technical Specifications 57.2 BASIS OF PAYMENT The pay item for sand- cement riprap shall include: all materials, testing, labor, grout, hauling, equipment, excavation, backfill, dressing and shaping for placement of sand - cement and all incidentals necessary to complete the work. The pay item for rubble riprap shall include: all materials, required bedding stone, dressing and shaping for placement of bedding stone, filter fabric, testing, hauling, excavating, backfill, dressing and shaping for placement of rubble, and all incidentals necessary to complete the work. No payment will be granted if concrete or stone that exists on -site is used as rubble riprap. 58 TREATMENT PLANT SAFETY This article applies to all City projects located at one of the City's Wastewater Treatment Plants (WWTP) or Potable Water Reservoirs. 58.1 HAZARD POTENTIAL The Contractor shall be aware that hazardous materials are used at the WWTP's and the water reservoirs. These may include sodium hypochlorite, gaseous chlorine, sulfur dioxide and ammonia. Potential safety hazards associated with these substances include: • An accidental spill or release can impair respiratory functions and result in severe burns to the skin and eyes. At the pre - construction conference, the contractor will be provided with a copy of the City of Clearwater Public Utilities Department Emergency Response Plan, and a copy of the applicable Material Safety Data Sheets. All employees of the contractor and sub - contractor assigned to this job shall be familiar with the content of these documents. 58.2 REQUIRED CONTRACTOR TRAINING Prior to issuance of a notice to proceed, the contractor must submit documentation regarding employee safety training relating to the items in Section A above. The documentation must include: • Verification that all employees assigned to this job have received and understood training in the proper work practices necessary to safely perform the job while working around gaseous chlorine and sulfur dioxide gas. • The date of the training, and • The means used to verify that the employee understood the training. 59 TRAFFIC SIGNAL EQUIPMENT AND MATERIALS All traffic signal work shall be performed per the latest edition of FDOT's Standard Specifications (Sections 603 through 699), unless otherwise specified in the contract documents and plans. This specification includes, but is not limited to, the following items: all necessary equipment, materials, guaranties, acceptance procedures, signal timings, field tests, grounding, conduit, signal and interconnect cable, span wire assemblies, pull and junction boxes, electrical power service assemblies, poles, signal assemblies, pedestrian assemblies, inductive loop detectors, SectionlV.doc Page 122 of 128 5/15/2012 Section IV — Technical Specifications pedestrian detectors, traffic controller assemblies, controller cabinets and accessories, removal of existing traffic signal equipment, and internally illuminated signs. All traffic signal installations shall be mast arms and conform to the requirements of FDOT's Mast Arm Assembly standard, and shall be signed and sealed by a professional engineer registered in the state of Florida. All mast arm calculations, as well as the geotechnical report, shall also be signed and sealed by a professional engineer registered in the state of Florida. All mast arm colors shall be determined and approved by the City prior to ordering from the manufacturer. All traffic signal indicators for vehicles and pedestrians shall be LED's and, approved by both the City and FDOT. In addition to this, all pedestrian signal indicators shall utilize countdown features. Contractor changes to the operation of an existing signal is PROHIBITED unless directed by the City's Traffic Engineering Division. 59.1 BASIS OF MEASUREMENT AND PAYMENT The basis of measurement and payment shall be specified in the contract documents and /or plans and shall include all equipment, preparation, materials, testing and incidentals required to complete the work per the plans. 60 SIGNING AND MARKING All signing and marking work shall be performed per the latest edition of FDOT's Standard Specifications, unless otherwise specified in the contract documents and plans. This specification includes the following work: RPM's (Section 706), painted traffic stripes and markings (Section 710), thermoplastic stripes and markings (Section 711) and tubular delineators /flex posts (Sections 705 and 972). The Contractor is responsible to ensure that striping is correctly placed. Errors in striping or markings shall be "blacked -out" with paint, unless otherwise directed by the Engineer. No payment will be made for these incorrect or "blacked -out" areas. Omissions in striping or markings shall be corrected to the City's satisfaction prior to any payment being made. 60.1 BASIS OF MEASUREMENT AND PAYMENT The basis of measurement and payment shall be specified in the contract documents and /or plans and shall include all equipment, preparation, materials and incidentals required to complete the work per the plans. 61 ROADWAY LIGHTING All roadway lighting shall be constructed per Sections 715 and 992 of FDOT's Standard Specifications (latest edition), unless otherwise specified in the contract documents and plans. 61.1 BASIS OF MEASUREMENT AND PAYMENT The basis of measurement and payment shall be specified in the contract documents and /or plans and shall include all equipment, materials, testing and incidentals required to complete the work per the plans. SectionlV.doc Page 123 of 128 5/15/2012 Section IV — Technical Specifications 62 TREE PROTECTION 62.1 TREE BARRICADES A. A protective barrier shall be placed around all protected trees and palms prior to land preparation or construction activities within or adjacent to the work zone, including all staging and /or lay down areas. Protective barriers shall be installed as follows: 1. At or greater than the full dripline of all species of Mangroves and Cabbage Palms. 2. At or greater than the full dripline or all protected native pine trees and other conifer species. 3. At or greater than two- thirds of the dripline of all other protected species 4. At or greater than the full dripline of trees within a specimen tree stand. B. Protective barriers are to be constructed using no less than two -inch lumber for upright posts. Upright posts are to be at least four feet in length with a minimum of one foot anchored in the ground. Upright posts are to be placed at a maximum distance of eight feet apart. Horizontal rails are to be constructed using no less than one inch by four -inch lumber and shall be securely attached to the top of the upright post. The project City's representative must approve any variation from the above requirements. C. Whenever a protective barrier is required, it shall be in place until all construction activity is terminated. The area within the barrier limits shall remain undisturbed by any activity during construction. Native ground cover and understory vegetation existing within the barriers shall remain throughout construction. Exotic plant species may only be removed by manual labor utilizing hand tools or by other means if authorized in writing by the City's representative. D. Prior to the erection of any required protective barrier, all surface foreign material, trash or debris shall be removed from the area enclosed by the barrier, and after erection of the barrier no such material or litter shall be permitted to remain within the protected area. No equipment, chemicals, soil deposits or construction materials shall be placed within such protective barriers. E. No signs, building permits, wires, or other attachments of any kind shall be attached to any protected tree or palm. F. At all times, due care shall be taken to protect the critical root zone of trees protected by this section, and root pruning requirements shall apply to such trees. 62.2 ROOT PRUNING A. Where proposed construction improvements involve excavation and /or impacts to the critical root zone of protected trees, the Contractor shall be required to have an International Society of Arboriculture (ISA) certified arborist perform, or directly supervise root pruning to reduce the impacts of construction. The critical root zone is equivalent to the tree's dripline. Prior to any clearing, grubbing or excavation activities, the affected roots must be severed by clean pruning cuts at the point where grubbing or excavation impacts the root system. Roots can be pruned utilizing specified root pruning equipment designed for that purpose or by hand digging a trench and pruning roots with a pruning saw, chain saw or other equipment designed for tree pruning. Root pruning by trenching equipment or excavation equipment is strictly prohibited. Roots located in the critical root zone that will be impacted by SectionlV.doc Page 124 of 128 5/15/2012 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section IV — Technical Specifications construction activities shall be pruned to a minimum depth of 18 inches below existing grade or to the depth of the proposed impact if less than 18 inches from existing grade. Tim Kurtz, Senior Landscape Architect is the City's Representative on Engineering Department projects for root Pruning issues and can be reached at (727) 562 -4737, or through the construction inspector assigned to the project. B. Root pruning shall only be performed by or under the direct supervision of an International Society of Arboriculture (ISA) certified arborist. C. Any proposed root pruning trenches shall be identified on site (i.e. staked or painted) inspected and approved by the City's representative prior to actual root pruning. D. Root pruning shall be performed as far in advance of other construction activities as is feasible, but at a minimum shall be performed prior to ANY impacts to the soil. Associated tree protection measures should be implemented upon completion of said root pruning. E. If there is a likelihood of excessive wind and /or rain exceptional care shall be taken on any root pruning activities. F. Root pruning shall be limited to a minimum of ten inches per one inch of the trunk diameter from the tree base. Any exception must be approved by the City's representative prior to said root pruning. G. Roots shall be cut cleanly, as far from the trunk of the tree as possible. Root pruning shall be done to a minimum depth of 18" from existing grade, or to the depth of the disturbance if less than 18 ". H. Root pruning shall be performed using a Doscocil Root Cutting Machine or equivalent. Alternate equipment or techniques must be approved by the City's representative, prior to any work adjacent to trees to be preserved. I. Root pruning shall be completed, inspected and accepted prior to the commencement of any excavation or other impacts to the critical root zones of trees to be protected. J. Excavations in an area where root are present shall not cause the tearing or ripping of tree roots. Roots must first be cleanly severed prior to continuing with the excavation, or tunneled around to prevent damage to the root. K. Tree roots shall not be exposed to drying out. Root ends shall be covered with native soil or burlap and kept moist until final backfill or final grades has been established. L. When deemed appropriate (e.g., during periods of drought) the City representative may require a temporary irrigation system be utilized in the remaining critical root zones of root pruned trees. M. When underground utility lines are to be installed within the critical root zone, the root pruning requirement may be waived if the lines are installed via tunneling or directional boring as opposed to open trenching. 62.3 PROPER TREE PRUNING A. All tree pruning and /or root pruning on existing trees to remain shall only be performed by or under the direct supervision of an International Society of Arboriculture (ISA) certified arborist. Furthermore, all tree work shall conform to the American National Standards Institute (ANSI) 2001, American National Standard for tree care operations — Tree, Shrub and other Woody Plant Maintenance — Standard practices (pruning) ANSI A -300. SectionlV.doc Page 125 of 128 5/15/2012 Section IV — Technical Specifications B. Proper pruning techniques for all lateral branches of protected trees are required. Flush cuts (pruning cuts that remove the branch collar) and stub cuts (cuts that leave a stub on the tree) are improper techniques. Any protected tree that has been improperly pruned will not be recognized as a tree left on the project in a healthy growing condition, and will require replacement consistent with the current City Codes and Ordinances. C. No protected tree shall have more than 30 percent of its foliage removed. D. No protected tree shall be topped, hat racked or lion- tailed. Any protected tree that has been improperly pruned will not be recognized as a tree left on the project in a healthy growing condition, and will require replacement consistent with the current City Codes and Ordinances. E. Tree Trunks and limbs shall be protected. The use of tree spikes or other devices that damage trunk and bark tissue on protected trees shall be prohibited. Any protected tree that has been damaged in such a manner will not be recognized as a tree left on the project in a healthy growing condition, and will require replacement consistent with the current City Codes and Ordinances. 63 PROJECT WEB PAGES 63.1 WEB PAGES DESIGN If requested by the City, Engineer shall design the Project Web Site in accordance with the current City Web Site standards and styles. Project Web Site should include general project information as: Project Name & Number, Scope description, Location, Schedule, and Project Contacts. Note: Occasionally City modifies the general design of the City's Web Site, and the Engineer shall consult the City Webmaster for the current requirements, before designing or updating the Project Web Pages. 63.2 WEB ACCESSIBILITY GUIDELINES Project Web Pages should conform to the W3C Web Accessibility Guidelines and US Section 508 guidelines whenever possible: http: / /www.w3.org/TR /1999 /WAI- WEBCONTENT- 19990505/ http://www.section508.gov/ In particular, use of variable -width tables, user - adjustable /relative font sizes, ALT text for images, CSS whenever possible, etc. Accessibility should be a priority over design /aesthetics. 63.3 THE SUN AND WAVES LOGO AND ITS USE The City's Sun and Waves logo should be used for everyday business, on all print and electronic material. It should be used on all internal correspondence, brochures, advertising, vehicles, apparel and signage. It should be used only in the manner presented here, in the proportion shown here, with no alterations. It should not be condensed, lengthened, or otherwise distorted to fit a space. The logo is approved for use by city departments, and is not to be used by outside vendors without the permission of the City Manager, Assistant City Manager or Public Communications office. Electronic versions of the logo should be obtained from the Public Communications. This is for internal use only. SectionlV.doc Page 126 of 128 5/15/2012 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section IV — Technical Specifications 63.4 MAPS AND GRAPHICS Use of maps and graphics is recommended to illustrate the project; only approved graphics should be posted to the Project Web Pages. 63.5 INTERACTIVE FORMS The site should also include an interactive form or other options to allow Public's input sent back to the City regarding the Project. 63.6 POSTING The site should be presented to the City's Webmaster for review and posting to the City's Web Server. Posting of the Project Web Pages to a different than City's Web server, if approved, should be coordinated with the City's Webmaster for resolving all accessibility and conformity issues. 63.7 WEB PAGES UPDATES Unless otherwise specified and agreed Engineer is responsible for keeping the posted Web Pages up -to -date, by sending revisions and updates through the City Project Manager to the City's Webmaster for posting. 64 OVERHEAD ELECTRIC LINE CLEARANCE 64.1 CLEARANCE OPTIONS When working in the vicinity of overhead power lines the Contractor shall utilize one of the following options: Option 1 - Having the power lines de- energized and visibly grounded. Option 2 - Maintaining a minimum distance of 20 feet of clearance for voltages up to 350 kV an 50 feet of clearance for voltages more than 350 kV. Option 3 - Determine the line voltage and provide clearance in accordance with the table included in Section 64.2. 64.2 REQUIRED MINIMUM CLEARANCE DISTANCES VOLTAGE (nominal, kV, alternating current) MINIMUM CLEARANCE DISTANCE (feet) Up to 50 10 Over 50 to 200 15 Over 20 to 350 20 Over 350 to 500 25 Over 500 to 750 35 SectionlV.doc Page 127 of 128 5/15/2012 Section 1V — Technical Specifications Over 750 to 1,000 45 Over 1000 (as established by the utility owner /operator or registered professional engineer who is a qualified person with respect to electric power transmission and distribution) Note: The value that follows "to" is up to and includes that value. For example, over 50 to 200 means up to and including 200kV. SectionlV.doc Page 128 of 128 5/15/2012 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1.1.1.1 SECTION IVa SUPPLEMENTARY TECHNICAL SPECIFICATIONS The Technical Specifications of the Construction Contract; Articles 1 through 63 inclusive; are a part of this contract. The following supplements modify, change, delete from or add to the Technical Specifications of the Construction Contract. Where any article of the Technical Specifications is modified or any paragraph, subparagraph or clause thereof is modified or deleted by these supplements, the unaltered provisions of that article, paragraph, subparagraph or clause shall remain in effect. MODIFICATIONS TO TECHNICAL SPECIFICATIONS ARTICLES 1 -63 Basis for measurement and payment for all Articles shall be superseded by Section 01 06 30 in Section 1Va Supplemental Technical Specifications. ARTICLE 18, 19 & 20 Articles 18, 19 and 20 for Underdrains, Storm Sewers, and Sanitary Sewers and Forcemains respectively shall be used as required to restore existing utilities that have been impacted during the installation of the transmission mains. ARTICLE 3 - DEFINITION OF TERMS 3 Add to the definition of "Estimated Quantities" the following statement: The basis of payment for work and materials will be the actual amount of work done and materials furnished. Contractor agrees that he will make no claim for damages, anticipated profits, or otherwise on account of any difference between the amounts of work actually performed and materials actually furnished and the estimated amounts thereof. ARTICLE 6 - CONCRETE 6 Add the following statements - Mixing time: Deliver concrete to site and discharge within 1 -1/2 hour or before 300 revolutions of mixer drum, after introduction of mixing water to cement and aggregates or cement to aggregates. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT -(C) Issued for Bid March 2013 Section IVa Supplementary Technical Specifications IVa -1 For concrete joints: A. General: Provide joints of types indicated. Hold locations and alignment to within plus 1/4 IN. Finish concrete surface adjacent to previous section to within plus 1/8 IN, with tooled radius of 1/4 IN. B. Metal keyway joints: Form by installing metal parting strip, left in place. Stake and support like side form. Provide dowels or tie bars where indicated. C. Weakened plane joints: 1. Tooled joints: Tool groove in freshly placed concrete. Groove dimensions: 3/8 IN at surface and 1/4 IN at root. D. Construction joints: Install at end of day's work or wherever concreting must be interrupted for 30 minutes. Place timber bulkhead full depth of slab, securely staked. E. Expansion joints: Place 3/4 IN preformed expansion joints at intervals as indicated and at all junctions with previously placed sidewalks, curb or other structures. Seal sidewalk joints with polyurethane sealant. Finishing concrete: A. As soon as placed, strike off and screed to crown and cross section, slightly above grade so that consolidation and finishing will bring final plan elevations. First pass of fist screed should maintain uniform ridge full width. B. Consolidate by vibrating screeds, internal units or a combination. C. Test with 6 FT straightedges, equipped with long handles and operated from sidewalk. Draw excess water and laitance off from surface. D. Float finish so as to leave no disfiguring marks, but to produce a uniform granular or sandy texture. Exterior sidewalks at buildings shall receive light broom finish. E. Tool pavement edges with suitable edger. F. Final finish shall equal existing textures and conditions. Curing concrete: A. Cure for 7 days by method applicable to ambient conditions. Apply curing medium as soon as possible. Maintain to prevent detrimental loss of water from surface and edges of concrete during entire curing period. B. Burlap curing: Cover entire surface and edges. Keep continuously wet. After removal of forms, fold burlap over back of curb on slab, to subgrade. C. Curing compound: Spray on white - pigmented membrane forming compound. Use power driven spraying equipment, and spread at rate not to exceed 200 SQ FT /GAL. Concrete surfaces must be moist before application. Recoat, if directed by the Engineer, to City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT -(C) Issued for Bid March 2013 Section IVa Supplementary Technical Specifications IVa -2 eliminate pinholes or holidays. Do not use compound on surfaces to which new concrete is to be bonded. Cold and hot weather concreting: 1. Cold weather (comply with ACI -306). a. Cease concrete placing when descending air temperature in shade falls below 40° F. Do not resume until ambient temperature has risen to 40° F. b. If placing is authorized maintain temperature of mix between 60 and 80° F. Heat aggregates or water or both. Water temperature may not exceed 175° F; aggregates, 150° F. c. When average daily temperature is below 50° F provide insulative protection of 12 IN minimum thickness loose dry straw or equivalent, for 10 days. d. Remove and replace all frost injured concrete. e. Never use salt or other antifreeze. 2. Hot weather (comply with ACI -305). a. Cease concrete placing when plastic mix temperature cannot be maintained under 90° F. b. Aggregates or water or both may be cooled. Cool water with crushed ice; aggregates by evaporation or water spray. c. Never batch cement hotter than 160° F. ARTICLE 9 - OBSTRUCTIONS 9 Add the following statement - "Any survey monument or benchmark which must be disturbed shall be carefully referenced before removal, and unless otherwise provided for, shall be replaced upon completion of the work by a Florida registered Professional Surveyor and Mapper (PSM)." ARTICLE 14 - BACKFILL 14 Replace the third paragraph with - "Backfill under all types of paving shall be compacted in layers not to exceed 6" in thickness unless alternate method is approved by the Engineer. Backfill shall be a minimum of 98% compaction as determined by AASHTO T 180 (Modified Proctor Density Test) to the bottom of pavement." Replace the fourth paragraph with - "Backfill outside of pavement areas shall be compacted the full depth to the ground surface to a minimum of 95% compaction as determined by AASHTO T 180 (Modified Proctor Density Test)." City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT -(C) Issued for Bid March 2013 Section IVa Supplementary Technical Specifications IVa -3 ARTICLE 22 — ROADWAY BASE AND SUBGRADE 22 Add the following statements - When in Pinellas County ROW: roadway base and subgrade, and all construction methods and workmanship shall conform to the requirements of the Pinellas County, Florida Specifications for Hot Bituminous Mixtures, Plant Methods, Equipment and Construction Methods. When in FDOT ROW: roadway base and subgrade, and all construction methods and workmanship shall conform to the requirements of the FDOT and Section 01 55 00 in Section IVa Supplemental Technical Specifications. ARTICLE 23 — ASPHALTIC CONCRETE MATERIALS 23 Add the following statement - When in Pinellas County ROW: asphaltic concrete material, and all construction methods and workmanship shall conform to the requirements of the Pinellas County, Florida Specifications for Hot Bituminous Mixtures, Plant Methods, Equipment and Construction Methods. ARTICLE 38 — EROSION AND SILTATION CONTROL 38 Add the following statement - "See Sedimentation and Erosion Control Notes and Details drawing, which states "Contractor shall prepare and submit a Stormwater Pollution Prevention Plan (SWPPP) and National Pollutant Discharge Elimination System (NPDES) permit in accordance with FDEP criteria for an NPDES construction activities permit. Visit www.dep.state.fl.us /water /stormwater /npdes for more information. Contractor shall obtain a FDEP generic permit for the discharge of produced groundwater. All soil erosion and sediment control measures shall be installed prior to disturbance and maintained through project completion." 38.9 Add the following statement - "No additional payment will be made to the Contractor for the re- establishment of erosion control devices which may become damaged, destroyed, or otherwise rendered unsuitable for their intended function during the construction of the Project. Near completion of the project, when directed by the Engineer, the Contractor shall dismantle and remove the temporary devices used for sediment control during construction. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT -(C) Issued for Bid March 2013 Section IVa Supplementary Technical Specifications IVa -4 ARTICLE 41 — WATER MAINS AND APPURTENANCES 41.2 Article 41.2.2.1 Ductile Iron Pipe shall be superseded by Section 33 11 13.13 in Section IVa Supplementary Technical Specifications. Article 41.2.2.2 Polyvinyl Chloride (PVC) Pipe shall be superseded by Section 33 11 00 in Section IVa Supplementary Technical Specifications. Article 41.2.2.3 Fittings and Joints shall be superseded by Section 33 11 13.13 in Section IVa Supplementary Technical Specifications. Article 41.2.2.4 Restraint shall be superseded by Section 33 11 13.13 in Section IVa Supplementary Technical Specifications. Article 41.2.4 Valve Boxes: All valve boxes within roadway right -of -way shall have heavy duty load rating meeting H2O highway traffic loads (16,000 lb wheel loads). Article 41.3.2.1 Alignment and Grade: The depth of cover over the main shall be a minimum of 36" and a maximum of 60" below finished grade, except where approved by the Owner to avoid conflicts and obstructions. Article 41.3.2.2 Installation: For push -on joint connections, cut ends shall be ground smooth and beveled. Article 41.3.3.4 Anchorage: See restrained joint table in drawings for length of pipe to be restrained. Article 41.4.1 Hydrostatic Tests shall be superseded by Sections 33 11 00, 33 11 10 & Section 33 11 13.13 in Section IVa Supplementary Technical Specifications. Article 41.5.2 Flushing shall be superseded by Sections 33 11 00, 33 11 10 & Section 33 11 13.13 in Section IVa Supplementary Technical Specifications. ARTICLE 44 — WORK ZONE TRAFFIC CONTROL 44.2 Add the following statement - "Right of Way (ROW) Utilization Permits with approved MOT plans and details for Pinellas County ROW have been or will be received by City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT -(C) Issued for Bid March 2013 Section IVa Supplementary Technical Specifications IVa -5 the City. The Contractor is responsible for the MOT requirements within City ROW. See Section IV Article 44.4." 44.5 Article 44.5 shall be superseded by the following: The Office of the Traffic Engineer may inspect and monitor the traffic control plan and traffic control devices of the Contractor." ARTICLE 56 — CLEARING AND GRUBBING 56 Add the following statement - "Strip topsoil to whatever depths encountered, in manner to prevent intermingling with underlying subsoil or objectionable material. Remove heavy growths of grass before stripping. On plans, where trees are indicated to be left standing, stop topsoil stripping at the dripline of said trees to prevent damage to the critical root zone of the tree. Stockpile topsoil where directed. Construct storage piles to freely drain surface water and seed or cover storage piles to prevent erosion. Do not strip topsoil in wooded areas where no change in grade occurs. Borrow topsoil to be reasonably free of subsoil, objects over 2 inches diameter, weeds and roots." Add the following statement - "Disposal of waste materials shall require the removal of all waste materials from site. Do not burn combustible materials on site or bury organic matter on site. All drill cuttings, water or other waste materials caused by the drilling operations which are not required to complete the work shall be removed by the Contractor and disposed of at a location and in a manner in accordance with all Laws and Regulations." The following divisions are included as part of supplemental technical specifications and are in addition to the City's standard specifications Section IV, Technical Specifications. In cases where conflicts may exist, the most stringent specification Section(s) shall apply. DIVISION 01— GENERAL REQUIREMENTS Section Title 01 00 10 Project Requirements 01 03 11 Construction Scheduling 01 06 30 Measurement and Payment 01 07 00 Contract Closeout 01 31 13 Project Coordination 01 45 00 Quality Control 01 45 29 Testing Laboratory Services 01 50 00 Temporary Facilities 01 55 00 Maintenance of Traffic (FDOT Section 102) City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT -(C) Issued for Bid March 2013 Section IVa Supplementary Technical Specifications IVa -6 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 DIVISION 02 — EXISTING CONDITIONS Section Title 02 02 60 Topsoiling and Finished Grading 02 07 64 Television Inspection 02 41 00 Demolition DIVISION 09 — FINISHES Section 09 09 00 Title Painting and Coatings DIVISION 31 — EARTHWORK Section 31 00 00 Title Excavation and Trenching DIVISION 33 - UTILITIES Section Title 33 05 23.13 Horizontal Directional Drilling 33 11 00 Water Utility Piping — Certa -Lok PVC Pipe 33 11 05 Water Utility Piping — Diamond Lok -21 PVC Pipe 33 11 10 Water Utility Piping — HDPE Pipe 33 11 13.13 Ductile Iron Pipe and Fittings 33 12 16 Water Utility Valves and Appurtenances 33 12 43 Tracer Wire 33 39 23 PVC Cleanouts for Sanitary Sewer Service Laterals END OF SUPPLEMENTARY TECHNICAL SPECIFICATIONS City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT -(C) Issued for Bid March 2013 Section IVa Supplementary Technical Specifications IVa -7 THIS PAGE LEFT BLANK INTENTIONALLY City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT -(C) Issued for Bid March 2013 Section IVa Supplementary Technical Specifications IVa -8 SECTION 01 00 10 PROJECT REQUIREMENTS PART 1 - GENERAL 1.01 SCOPE OF WORK A. The work covered by this Section consists of furnishing all labor, equipment and materials, and in performing all operations in connection with construction of raw water supply system and modifications to potable water mains, and appurtenances, complete and ready for use in accordance with the latest specifications of the American Water Works Association and the applicable plans, and subject to the terms and conditions of the contract. B. Contractor's General Responsibility: The Contractor shall provide a complete tested and operating system including pipe, pipe fittings, restrained joints, thrust blocks, valves, valve boxes, services, and appurtenances. C. Raw Water Supply System and Modifications to the City Potable Water System are listed below. 1. Construction of a raw water supply system with approximately 15,400 linear feet of 16 -inch through 18 -inch raw water main piping and approximately 33,000 linear feet of 6 -inch through 14 -inch well transmission mains. Modifications to the existing City potable water system including the construction of approximately 1,900 linear feet of 6 -inch and 8 -inch new potable water mains. All piping 8 -inch or smaller shall be installed via horizontal directional drilling (HDD). Open cut for piping 8 -inch or smaller may be used only when it is impractical to use HDD (e.g. when pipeline must be installed in curves and /or around existing utilities) or as shown on the Contract Drawings. All piping 12 -inch or larger shall be ductile iron and shall be installed by open cut. HDD may be used only on the locations shown on the Contract Drawings, or as instructed by the Owner's Authorized Project Representative, or if the Contractor is willing to install the pipe via HDD for the unit price of open cut for the respective pipe diameter. All piping 12 -inch or larger installed via HDD shall be PVC or HDPE. The existing 16 -inch potable water line will be converted to a raw water main and videoed, pigged, and chlorinated. For additional directions, refer to Specification 01 06 30 — Measurement and Payment of Section IVa — Supplemental Technical Specifications. All open cut or HDD installations proposed by the Contractor must be specifically approved by the Owner's Authorized Project Representative. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 010010 -1 2. Specifications: See the appropriate Technical Sections of these Specifications for detailed information on materials, equipment, and installation. 3. Measurement and Payment: See Section 01 06 30 of Section IVa — Supplemental Technical Specifications for measurement and payment items. 4. Traffic Control a. The Contractor shall be responsible for providing traffic control in accordance with Specification 44 of Section IV — Technical Specifications. The Contractor shall be required to provide a Certified Work Zone Traffic Control Supervisor at all times while work is being conducted. Contractor shall be responsible for submitting for approval to the City of Clearwater, Pinellas County, and FDOT, a Certified Work Zone Traffic Control Plan for vehicular and pedestrian traffic for the construction activities performed along City, County, or FDOT Right -Of -Ways. b. All traffic control wiring and signals encountered in area of construction shall be the responsibility of the Contractor. He shall, at his expense, verify all locations and take necessary precautions to eliminate damage. 5. As -Built Plans a. As -Built Plans (Record Drawings), prepared by and certified by a licensed surveyor (Florida PSM), shall be submitted as outlined in Specification 6.11 of Section III — General Conditions. 6. Pressure Tests: The Contractor is responsible for pressure tests with inspection by the Owner and /or his Project Representative in conformance with the Technical Specifications. 7. Sterilization: The Contractor is responsible for sterilization of all new or modified piping in accordance with Specification 41.5 of Section IV — Technical Specifications. 8. Video Tape and Photos of Work Areas: Video tape of all work areas in the Contract will be made by the Contractor prior to the start of construction. For details see Specification 37 of Section IV — Technical Specifications. 9. Erosion Control a. Erosion control during construction, including storage and staffing areas, shall be the responsibility of the Contractor until restoration is completed. For details see Specification 38 of Section IV — Technical Specifications. b. The Contractor shall re- establish, at no additional expense to the City, all erosion control devices, or sections thereof, which may become damaged, destroyed or otherwise rendered unsuitable for their intended function during the construction of the project. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 01 00 10 - 2 10. Restoration a. The restoration of driveways, walks, curb, sprinklers, grass, etc. is very important to the residents in the project work area. The Contractor is required to begin restoration in a timely manner. Contractor shall, at all times, keep the premises free of accumulated wasted materials, rubbish and other debris caused by his work. For details see Specification 6.5 of Section III — General Conditions. b. The removal and /or replacement of trees and shrubs shall be the responsibility of the Contractor unless otherwise noted on the construction drawings or Scope of Work. c. The Contractor will be responsible for the repair of sprinkler systems, private drain lines, etc. as part of the per unit foot cost of pipe. 11. Permits a. The City has obtained FDEP construction permits for the construction or modifications of all raw water mains, well laterals or potable water mains. The City has obtained FDOT Utility Permits and Pinellas County Right -of -Way Utilization Permits for all FDOT and County roads, respectively. The Contractor shall be required to provide a Certified Work Zone Traffic Control Supervisor at all times while work is being conducted. Contractor shall be responsible for submitting for approval to the City of Clearwater, Pinellas County, and FDOT a Certified Work Zone Traffic Control Plan for vehicular and pedestrian traffic for the construction activities performed along City, County, or FDOT Right -Of -Way. The Contractor shall comply with all provisions of such permits except for those duties assigned to the Owner. The cost of compliance with the terms and conditions in which the permits are issued shall be included in the various Contract items and therefore no separate payment will be made for the cost of complying with permit conditions. b. The Contractor shall obtain, maintain and pay for all other permits, licenses, comply with building and construction codes and other authorizations required for the prosecution of the work, and bear the cost of all work performed in compliance with the terms and conditions of such permits, licenses and authorizations, whether by himself or others. For details see Specification 6.8 of Section III — General Conditions. 12. OSHA Regulations: The Contractor must be aware of and comply with the OSHA regulations regarding all trenching operations. 13. Tracer Wire a. For details see Specification 33 12 43 of Section IVa — Supplemental Technical Specifications. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT—(C) Issued for Bid March 2013 010010 -3 14. Protection of Adjacent Property: If adjacent property is affected or endangered by any work done under this Contract, it shall be the responsibility of the Contractor to take whatever steps are necessary to protect the adjacent property and to contact the County's Project Representative. 15. Connections to Existing Pipelines: Connections to existing potable water pipelines shall be accomplished in as short a time as possible in order to provide potable water service with minimal interruption. This work will require notification to all affected customers and may require night work. In addition, plans for these connections, including sterilization of new lines, backflow prevention /jumper connections for flushing, boil water notices if necessary, etc., shall be submitted to Owner 14 days prior to connection activities and approved by Owner prior to commencing connection activities. 1.02 PROJECT COORDINATION A. The Contractor shall provide for the complete coordination of the construction efforts. This shall include but not necessarily be limited to coordination of the following: 1. The work of subcontractors. 2. The flow of material and equipment from suppliers. 3. The interrelated work with public and private utility companies. 4. The interrelated work with the Owner where tie -ins to existing facilities are required and where existing equipment must remain in operation. 5. The effort of independent testing agencies. B. Work at the Home Depot entrance may occur outside of the store normal business hours at no additional cost to the Owner. Contractor to coordinate with the store management all construction activities. C. Work within FDOT Right -of -Way shall be coordinated as required by the Right -of- Way Utilization Permit D. Work within Pinellas County Right -of -Way shall be coordinated as required by the Right -of -Way Utilization Permit. E. Contractor shall coordinate all work around Pinellas County School and private school properties with the City and the Schools to limit impacts to the school's activities. F. The Contractor shall provide access to all public and private properties by their Owners when construction is blocking off the accesses to the properties. There shall City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT—(C) Issued for Bid March 2013 01 00 10 - 4 be no construction work causing service interruptions to utilities customers, unless advance written approval is secured from the affected utility authority. 1.03 QUALITY ASSURANCE A. Laws and Regulations: The Contractor shall give all notices and comply with all laws, ordinances, rules and regulations applicable to the work. If the Contractor observes that the Specifications or Drawings are at variance therewith, the Contractor shall give the Engineer prompt written notice thereof, and any necessary changes shall be adjusted by an appropriate modification. If the Contractor performs any work knowing or having reason to know that it is contrary to such laws, ordinances, rules and regulations, and without such notice to Engineer, the Contractor shall bear all costs arising there from; however, it shall not be the Contractor's primary responsibility to make certain that the Specifications and Drawings are in accordance with such laws, ordinances, rules and regulations. 1.04 JOB CONDITIONS A. Taxes: The Contractor shall pay all sales, consumer, use and other similar taxes required to be paid by him in accordance with the law of the place of the project. B. Resisting Hydrostatic uplifts: The Contractor shall be responsible for protecting structures and facilities from damage due to hydrostatic uplift from high water levels or directional drilling fluids. C. Existing Structures: The locations for existing underground piping and structures shown on the Drawings were taken from the available records. The actual locations of the existing underground piping and structures may differ from that shown on the Drawings. 1.05 OCCUPANCY A. Resident Occupancy: All area residents will be in occupancy throughout the period of construction. B. Maintenance of Operation: All utilities (i.e. electrical, sanitary, sewer, potable water, gas, cable, and stormwater) shall be maintained in operating condition throughout construction. Temporary facilities shall be furnished and installed when normal operating procedures are interrupted. Any damages to existing utilities shall be immediately isolated and repaired to the satisfaction of the Owner. 1.06 CLEANING UP A. Contractor shall keep the premises free at all times from accumulations of waste materials and rubbish. Contractor shall provide adequate trash receptacles about the site, and shall promptly empty the containers when filled. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT-(C) Issued for Bid March 2013 01 00 10 - 5 B. Contractor shall stockpile all construction materials in a neat and workman -like manner. Contractor shall promptly remove splattered concrete, asphalt, oil, paint, corrosive liquids and cleaning solutions from surfaces to prevent marring or other damage. C. Volatile wastes shall be properly stored in covered metal containers and removed daily. D. Wastes shall not be buried or burned on the site or disposed of into storm drains, sanitary sewers, streams, or waterways. All wastes shall be removed from the site and disposed of in a manner complying with local ordinances and anti - pollution laws. E. Adequate cleanup will be a condition for recommendation of progress payment applications. F. Owner shall reserve the right to limit the movement of construction crews when an area is not acceptably cleaned and restored. Delays caused to Contractor because of his negligence in keeping the construction areas cleared shall be absorbed by the Contractor at no additional costs to the Owner in time or money. G. The accumulation of dirt, stones and other excavated materials away from trenches shall be controlled. All dirt shall be cleaned up and nearby paved areas swept prior to shutdown of daily operations, or as directed by the Engineer. 1.07 REFERENCE STANDARDS A. Reference to the standards of any technical society, organization, or associate, or to codes of local or state authorities, shall mean the latest standard, code, specification, or tentative standard adopted and published at the date of receipt of bids, unless specifically stated otherwise. 1.08 ABBREVIATIONS AND SYMBOLS A. Abbreviations used in the Contract Documents are defined as follows: AA Aluminum Association, Inc. AAMA Architectural Aluminum Manufacturers' Association AASHTO American Association of State Highway and Transportation Officials ACI American Concrete Institute AISI American Iron and Steel Institute AMA Acoustical Materials Association AMCA Air Moving and Conditioning Association, Inc. ANSI American National Standards Institute APA American Plywood Association City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 010010 -6 ASAE ASCE ASHRAE ASME ASSE ASTM AWG AWMA AWS AWWA CFR CISPI CRSI CS DEP DOT EPA FAC FedSpec HI IBBM IEEE IPS MIL NAAMM NBFU NEC NEMA NFPA NPT NWMA PCA PCI SBC SBCCI SDI SFPC SGC SJI SMACCNA SMC American Society of Agricultural Engineers American Society of Civil Engineers American Society of Heating Refrigerating and Air Conditioning American Society of Mechanical Engineers American Society of Sanitary Engineering American Society for Testing and Materials American Wire Gauge Aluminum Window Manufacturer's Association American Welding Society American Water Works Association Code of Federal Regulations Cast Iron Soil Pipe Institute Concrete Reinforcing Steel Institute Commercial Standards and National Bureau of Standards Department of Environmental Protection (Florida) Department of Transportation (Florida) Environmental Protection Agency Florida Administrative Code Federal Specifications Standards of Hydraulic Institute Iron Body, Bronzed Mounted Institute of Electrical and Electronics Engineers Iron Pipe Size Military Specification National Association of Architectural Metal Manufacturers National Board of Fire Underwriters National Electrical Code National Electrical Manufacturers Association National Fire Protection Association National Pipe Thread National Woodwork Manufacturers' Association Portland Cement Association Prestressed Concrete Institute Standard Building Code (SBCCI) Southern Building Code Congress International, Inc. Steel Door Institute Standard Fire Prevention Code (SBCCI) Standard Gas Code (SBCCI) Steel Joist Institute Sheet Metal and Air Conditioning Contractors' National Association Standard Mechanical Code (SBCCI) City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10-0039-UT--(C) Issued for Bid March 2013 010010 -7 SPC Standard Plumbing Code (SBCCI) SPIB Southern Pine Inspection Bureau SSPC Steel Structures Painting Council TCA Title Council of America UL Underwriters' Laboratories 1.09 SITE ADMINISTRATION A. Contractor shall be responsible for all areas of the site used by him, and all Subcontractors in the performance of the Work. He will exert full control over the actions of all employees and other persons with respect to the use and preservation of property and existing facilities, except such controls as may be specifically reserved to Owner or others. Contractor has the right to exclude from the site all persons who have no purpose related to the Work or its inspection, and may require all persons on the site (except owner's employees) to observe the same regulations as he requires of his employees. 1.10 PROTECTION OF EXISTING UTILITIES AND STRUCTURES A. The locations of underground facilities shown on the project plans are based on the most accurate information available at the time the plans where prepared. B. The Contractor is required to give all utility agencies a minimum of 48 hours notice prior to start of work. The notification shall be made either to the Utility Notification Center (1- 800 - 432 -4770) or the individual Utilities in the event that they do not participate in this service. The Utilities in turn shall field locate their facilities and provide markings to serve as reference to the contractor. C. The Contractor shall furnish all temporary support, adequate protection, and maintenance of all underground and surface utilities, storm sewers, sanitary sewers, overhead cables and poles, and any other obstruction encountered in the progress of the work. The methods and techniques used by the Contractor to protect and maintain utilities and their service connections shall be subject to the prior approval of the Engineer. D. The Contractor shall use caution to avoid damage thereto and shall be responsible for the location of and any damage to all underground ducts, conduits, pipes, structures, etc. Any Utility damaged by negligence of the Contractor will be repaired by the utility having jurisdiction and the cost of such repairs shall be borne by the Contractor. 1.11 PROTECTION, REMOVAL AND REPLACEMENT OF TREES AND SHRUBS A. The Contractor shall comply with all local tree ordinances. When, in the opinion of the Engineer, trees or shrubs can be protected in place, the Contractor shall endeavor to protect the trees or shrubs as necessary. When, in the opinion of the Engineer, trees City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 01 00 10 - 8 must be removed to permit construction, the contractor shall consider the price for removing, cutting, trimming, replacing trees and shrubs incidental to the laying of pipe and no additional payment shall be made unless specifically called for on the plans or contract documents. All this work must be coordinated with the City Arborist. B. The Contractor is responsible for acquiring necessary permits and replacing trees as required by local ordinances and the City of Clearwater Planning Department when it is necessary to trim or cut a branch or root prune from a tree. The Contractor shall provide the services of an ISA Certified Arborist when it is necessary to trim or cut a branch from a tree. C. For details see Specification 62 of Section IV — Technical Specifications. 1.12 SAFETY REQUIREMENTS A. Trench safety act 1. By submission of his bid and subsequent execution of this Contract, the Contractor certifies that all trench excavation done within his control in excess of 5 feet in depth shall be done in accordance with Occupational Safety and Health Administration's (OSHA) trench excavation safety standards contained in 29 C.F.R., s. 1926.650, Subpart P, including all subsequent revisions or updates to these standards and adopted by the Department of Labor and Employment Security. 2. The Contractor also agrees that he has obtained or will obtain identical certification from his proposed Subcontractors that will perform trench excavation prior to award of the subcontracts and that he will retain such certifications in his files for a period of not less than three years following final acceptance. 3. The Contractor shall consider all available geotechnical information in his design of the trench excavation safety system. 4. The Contractor performing trench excavation shall adhere to OSHA trench excavation safety standards and special shoring requirements for trench excavation, if any, of the State or other political subdivisions. Inspections required by OSHA trench excavation safety standards shall be provided by the Contractor. B. Hard Hats: Hard hats shall be worn at the work site by all personnel as required by all local, state and federal guidelines. The Engineer is authorized to halt the work if this requirement is not met. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 010010 -9 1.13 NOISE LEVELS A. Sound levels measured by the City personnel shall not exceed 65 dBA 6:00 PM to 7:00 AM or 80 dBA 7:00 AM to 6:00 PM. This sound level to be measured at the property line of the nearest residence. Sound levels in excess of these values are sufficient cause to have the work halted until equipment can be quieted to these levels. Work stoppage by the City for excessive noise shall not relieve the Contractor of the other portions of this specification including, but not limited to contract time and contract price. B. If mufflers cannot achieve the necessary noise reduction, noise abatement shall be accomplished by the Contractor's installation of baffles (or other acceptable means) positioned to break line -of -sight from the noise source to affected residences and /or commercial structures. Minimum noise abatement measures shall consist of equipping all engines with hospital grade mufflers or silencers. 1.14 WATER FOR HDD, FLUSHING, TESTING, AND OTHER USES A. The Contractor will be responsible for providing all temporary lines to the work areas. The City will furnish a water meter and backflow prevention device required for the connection to the fire hydrant(s) for use in the Horizontal Directional Drilling (HDD) operations. The City will deliver and install the device after receiving payment /set -up account upon 48 hours notice. The City will remove and retain ownership of the device following HDD operations. The Contractor shall reimburse the City for the cost of all water used in accordance with current water rates. 1.15 AMMENDMENTS TO CITY SPECIFICATION SECTIONS A. Specification 23.3 of Section IV — Technical Specifications is amended and shall read: All asphalt mix designs shall conform to the requirements of Sections 331 and 337 of FDOT's 2000 Standard Specifications. All asphalt mix designs shall be approved by the Engineer PRIOR to the commencement of the paving operation. UP TO 25% BY WEIGHT OF THE ASPHALTIC CONCRETE MIXES MAY BE RECLAIMED ASPHALT PAVEMENT (RAP) MATERIAL. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 END OF SECTION 01 00 10 -10 SECTION 01 03 11 CONSTRUCTION SCHEDULING PART 1 - GENERAL 1.01 PROGRAM DESCRIPTION A. A Critical Path Method (CPM) construction schedule shall be used to control the work of this Contract and to provide a definitive basis for determining job progress. The construction schedule shall be prepared by the Contractor. All work shall be done in accordance with the established CPM schedule and the Contractor and his/her subcontractors shall be responsible for cooperating fully with the Engineer and the Owner in effectively utilizing the CPM schedule. B. The CPM schedule to be prepared and submitted by the Contractor shall consist of a CPM network (diagram of activities) and a computer - generated schedule (print -out) as specified herein. The format shall be the activity -on -node precedence network. C. Develop the outline of the work and prepare a proposed CPM schedule. The computer -based schedule shall be the product of a recognized commercial computer software producer and shall meet all of the requirements defined herein. 1.02 QUALIFICATIONS A. Have the capability of preparing and utilizing the specified CPM scheduling technique. A statement of CPM capability shall be submitted in writing to the Engineer within 15 calendar days after the award of the Contract and will verify that either the Contractor's organization has in -house capability qualified to use the technique or that the Contractor employs a consultant who is so qualified. Capability shall be verified by description of the construction projects to which the Contractor or his/her consultant has successfully applied the CPM scheduling technique and which were controlled throughout the duration of the project by means of systematic use and updating of a computer -based CPM schedule. The submittal shall include the name of the individual on the Contractor's staff who will be responsible for the CPM schedule and for providing the required updating information. 1.03 NETWORK REQUIREMENTS A. The network shall show the order and inter - dependence of activities and the sequence in which the work is to be accomplished as planned by the Contractor. The basic concept of a network analysis diagram shall be followed to show how the start of a given activity is dependent on the completion of preceding activities and its completion restricts the start of following activities. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT-(C) Issued for Bid March 2013 010311 -1 B. Detailed network activities shall include: construction activities, the submittal and approval of samples of materials and shop drawings, the procurement of materials and equipment, fabrication of materials and equipment and their delivery, installation and testing, start-up and training. To the extent feasible, activities related to a specific physical area of the work shall be grouped on the network for ease of understanding and simplification. C. Separate activities shall be provided for each significant identifiable function in each trade area in each facility. Activities shall be so identified that there will be no reasonable doubt as to how much work remains on each. D. Each activity on the network shall have the following indicated on the NODE representing it. I . A single duration (i.e., the single best estimate of elapsed time considering the scope of the work involved in the activity and the resources planned for accomplishing the activity) expressed in working days. 2. A brief description of the activity. E. The selection and number of activities shall be subject to the Engineer's approval. The detailed network need not be time scaled but shall be drafted to show a continuous flow from left to right with no flow from right to left. In addition to the brief description, submit a separate list of all activities containing a detailed narrative of the scope of each activity, including the trades and subcontractors involved and the number of man -hours estimated. F. To the extent that the network or any revision thereof shows anything not jointly agreed upon or fails to show anything jointly agreed upon, it shall not be deemed to have been approved by the Engineer. Failure to include on a network any element of work required for the performance of this Contract shall not excuse the Contractor from completing all work required within any applicable completion date, notwithstanding the review of the network by the Engineer. G. Except where earlier completions are specified, CPM schedules which show completion of all work prior to the contract completion date may be approved by the Engineer but in no event shall they be acceptable as a basis for claim for delay against the Owner by the Contractor. 1.04 COMPUTER - GENERATED SCHEDULE REQUIREMENTS A. Each computer - generated schedule submittal from the CPM activity network shall include the following tabulations: a list of activities in numerical order, a list of activity precedences, a schedule sequenced by Early Start Date and a schedule sequenced by Total Float. Each schedule shall include the following minimum items: 1. Activity numbers City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT-(C) Issued for Bid March 2013 010311 -2 2. Estimated duration 3. Activity description 4. Early start date (calendar dated) 5. Early finish date (calendar dated) 6. Latest allowable start date (calendar dated) 7. Latest allowable finish date (calendar dated) 8. Status (whether critical) 9. Total float and free float B. In addition, each schedule shall be prefaced with the following summary data: 1. Contract name and number 2. Contractor's Name 3. Contract duration 4. Contract schedule 5. The effective or starting date of the schedule (the date indicated in the Notice to Proceed). C. The work day to calendar date correlation shall be based on an 8 -hour day and 40 -hour week with adequate allowance for holidays, adverse weather and all other special requirements of the work. 1.05 INITIAL CONFERENCE A. Within 15 calendar days following the receipt of the Notice to Proceed, meet with the Engineer to discuss and agree on the proposed standards for the CPM schedule. At this conference submit to the Engineer a preliminary network defining the planned operations during the first 60 calendar days after Notice to Proceed. The general approach for the balance of the project shall be indicated. 1.06 APPROVED CPM SCHEDULE A. Within 30 calendar days following the receipt ofthe Notice to Proceed, submit two prints of the proposed CPM activity network and a computer - generated schedule to the Engineer. Following review by the Engineer, the Contractor shall incorporate the Engineer's comments into the network and submit five prints and two reproducible ofthe revised network and two copies of the computer - generated schedule. This final submittal shall be delivered to the Engineer within 60 calendar days after the Notice to Proceed. B. CPM schedules which contain activities showing negative float or which extend beyond the contract completion date in the computer- generated schedule will not be approved. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT—(C) Issued for Bid March 2013 010311 -3 C. Participate in the initial review and evaluation of the proposed network diagram and schedule by the Engineer. The approved network shall then be the approved CPM schedule to be used for planning, organizing and directing the work, and reporting progress. D. Approval of the CPM activity network by the Engineer is advisory only and shall not relieve the Contractor of responsibility for accomplishing the work within the contract completion date. Omissions and errors in the approved CPM schedule shall not excuse performance less than that required by the Contract. Approval by the Engineer in no way makes the Engineer an insurer of the CPM schedule's success or liable for time or cost overruns flowing from its shortcomings. The Owner hereby disclaims any obligation or liability by reason of approval by its agent, the Engineer, of the CPM schedule. 1.07 PROGRESS REPORTING A. Progress under the approved CPM schedule shall be evaluated monthly by the Contractor and the Engineer. Not less than 7 days prior to each monthly progress meeting, they shall meet at the jobsite and jointly evaluate the status of each activity on which work has started or is due to start, based on the preceding CPM schedule; to show actual progress, to identify those activities started and those completed during the previous period, to show the estimated time required to complete or the percent complete of each activity started but not yet completed and to reflect any changes indicated for the network. Activities shall not be considered to be complete until they are, in fact, 100 percent complete. B. At each progress meeting, submit a narrative report based on the CPM schedule evaluation described above, in a format agreed upon by the Contractor and the Engineer. The report shall include a description of the progress during the previous period in terms of completed activities, an explanation of each activity which is showing a delay, a description of problem areas, current and anticipated delaying factors and their estimated impact on performance of other activities and completion dates and an explanation of corrective action taken or proposed. This report, as well as the CPM Status Report, will be discussed at each progress meeting. 1.08 RESPONSIBILITY FOR SCHEDULE COMPLIANCE A. Whenever it becomes apparent from the current CPM schedule and CPM Status Report that delays to the critical path have resulted and the contract completion date will not be met, or when so directed by the Engineer, take some or all of the following actions at no additional cost to the Owner. Submit to the Engineer for approval, a written statement of the steps intended to take to remove or arrest the delay to the critical path in the approved schedule. 1. Increase construction manpower in such quantities and crafts as will substantially eliminate the backlog of work. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT—(C) Issued for Bid March 2013 010311 -4 2. Increase the number of working hours per shift, shifts per day, working days per week, the amount of construction equipment, or any combination of the foregoing, sufficiently to substantially eliminate the backlog of work. 3. Reschedule activities to achieve maximum practical concurrence of accomplishment of activities and comply with the revised schedule. B. If when so requested by the Engineer, failure to submit a written statement of the steps intended to take or should fail to take such steps as approved by the Engineer, the Engineer may direct the Contractor to increase the level of effort in man -power (trades), equipment and work schedule (overtime, weekend and holiday work, etc) to be employed by the Contractor in order to remove or arrest the delay to the critical path in the approved schedule and the Contractor shall promptly provide such level of effort at no additional cost to the Owner. 1.09 ADJUSTMENT OF CONTRACT SCHEDULE AND COMPLETION TIME A. If the Contractor desires to make changes in his /her method of operating which affect the approved CPM schedule, he /she shall notify the Engineer in writing stating what changes are proposed and the reason for the change. If the Engineer approves these changes, the Contractor shall revise and submit for approval, without additional cost to the Owner, all of the affected portions of the CPM network. The CPM schedule shall be adjusted by the Contractor only after prior approval of his/her proposed changes by the Engineer. Adjustments may consist of changing portions of the activity sequence, activity durations, division of approved activities, or other adjustments as may be approved by the Engineer. The addition of extraneous, non - working activities and activities which add unapproved restraints to the CPM schedule shall not be approved. B. If the completion of any activity, whether or not critical, falls more than 100 percent behind its approved duration, submit for approval a schedule adjustment showing each such activity divided into two activities reflecting completed versus uncompleted work. C. Shop drawings which are not approved on the first submittal or within the schedule time and equipment which do not pass the specified tests shall be immediately rescheduled. D. The contract completion time will be adjusted only for causes specified in this Contract. In the event the Contractor requests an extension of any contract completion date, he /she shall furnish such justification and supporting evidence as the Engineer may deem necessary to determine whether the Contractor is entitled to an extension of time under the provisions of this Contract. The Engineer will, after receipt of such justification and supporting evidence, make findings of fact and will advise the Contractor in writing thereof. If the Engineer finds that the Contractor is entitled to any extension of any contract completion date, the Engineer's determination as to the total number of days extension shall be based upon the currently approved CPM schedule and on all data relevant to the extension. Such data shall be included in the next updating of the schedule. Actual delays in activities which, according to the CPM schedule, do not affect City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 010311 -5 any contract completion date shown by the critical path in the network will not be the basis for a change therein. E. Each request for change in any contract completion date shall be submitted by the Contractor to the Engineer within 30 calendar days after the beginning of the delay for which a time extension is requested but before the date of final payment under this Contract. No time extension will be granted for requests which are not submitted within the foregoing time limit. 1. From time to time it may be necessary for the contract schedule or completion time to be adjusted by the Owner to reflect the effects of job conditions, weather, technical difficulties, strikes, unavoidable delays on the part of the Owner or its representatives and other unforeseeable conditions which may indicate schedule adjustments or completion time extensions. Under such conditions, the Engineer will direct the Contractor to reschedule the work or contract completion time to reflect the changed conditions and the Contractor shall revise his/her schedule accordingly. No additional compensation will be made to the Contractor for such schedule changes except for unavoidable overall contract time extensions beyond the actual completion of all unaffected work, in which case the Contractor shall take all possible action to minimize any time extension and any additional cost to the Owner. Available float time in the CPM schedule may be used by the Owner as defined by the Engineer, as well as by the Contractor. F. The Owner controls the float time in the approved CPM network and, therefore, without obligation to extend either the overall completion date or any intermediate completion dates set out in the CPM network, the Owner may initiate changes to the work that absorb float time only. Owner initiated changes that affect the critical path on the approved CPM network shall be the sole grounds for extending (or contracting) said completion dates. Contractor - initiated changes that encroach on the float time identified in the approved CPM network may be accomplished with the Owner's concurrence. Such changes, however, shall give way to Owner - initiated changes competing for the same float time. END OF SECTION City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT—(C) Issued for Bid March 2013 010311 -6 SECTION 01 06 30 MEASUREMENT AND PAYMENT PART 1 - GENERAL 1.01 SCOPE A. This section supersedes all measurement and payment paragraphs from Section IV — Technical Specifications. It covers methods of measurement and payment for items of Work under the Contract. 1.02 GENERAL A. The total Bid Price shall cover all Work required by the Contract Documents. All costs in connection with the proper and successful completion of the Work, including furnishing all materials, equipment, supplies, and appurtenances; providing all construction equipment and tools; and performing all necessary labor and supervision to fully complete the Work, shall be included in the lump sum and unit prices bid. All Work not specifically set forth as a pay item in the Bid Form shall be considered a subsidiary obligation of Contractor and all costs in connection therewith shall be included in the prices bid. B. The successful low bidder for the Work will be determined based on the amount in the Total Project Cost (Bid Items 1 -69) from the Bid Tab Table included in Section V — Contract Documents. 1.03 ESTIMATED QUANTITIES A. All estimated quantities stipulated in the Bid Form or other Contract Documents are approximate and are to be used only (a) as a basis for estimating the probable cost of the Work and (b) for the purpose of comparing the bids submitted for the Work. The actual amounts of work done and materials furnished under unit price items may differ from the estimated quantities. The basis of payment for work and materials will be the actual amount of work done and materials furnished. Contractor agrees that he will make no claim for damages, anticipated profits, or otherwise on account of any difference between the amounts of work actually performed and materials actually furnished and the estimated amounts thereof, as described in the supplementary conditions. 1.04 EXCAVATION A. The lump sum price bid for each item of Work, which involves excavation or trenching, shall include all costs for such Work. No direct payment shall be made for excavation or trenching. All excavation is unclassified and there shall be no separate City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT -(C) Issued for Bid March 2013 01 06 30 - 1 payment for excavation of rock or for backfill where rock is excavated below subgrade. 1.05 TAXES AND PERMITS A. The Bidder's attention is directed to the fact that the tax laws of the State of Florida, including but not limited to Chapter 212, Florida Statutes, apply to this bid matter and that all applicable taxes and fees shall be deemed to have been included in Bidder's Proposal. The Contractor shall be responsible for all permits and permit fees necessary for construction, including those beyond what were previously obtained by the Owner. 1.06 RETAINAGE A. Refer to Agreement. 1.07 MEASUREMENT AND PAYMENT A. Bid Items for the Water Treatment Plant No. 2 — Contract #3: Raw Water Transmission Main Expansion Project 10- 00390- UT -(C): 1. Bid Item No. 1 — Mobilization /Demobilization a. Description: The work specified in this Bid Item consists of the preparatory work and operations in mobilizing for beginning work and demobilizing for ending work on the project, including, but not limited to, those supplies and incidentals to the project site, staging areas, and for the establishment of temporary offices, buildings, safety equipment and first aid supplies, potable, sanitary and other facilities, as required by these specifications, and State and local laws and regulations. The costs of bonds and any required insurance, general conditions and indemnifications, and any other pre- construction expense necessary for the start of the work, excluding the cost of construction materials, shall also be included in this Section. This Bid Item will include mobilization and demobilization for all parts or phases of the total project. The bid price shall not exceed three and one -half percent (3.5 %) of the total bid. b. Measurement: The quantity of mobilization to be paid for under this Item shall be measured as one lump sum quantity. Partial payments will be made therefore in accordance with the following: Percent of Original Allowable Percent Contract Amount of Lump Sum Price Earned for the Item 10 30 City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT -(C) Issued for Bid March 2013 01 06 30 - 2 25 50 50 80 75 90 100 100 c. Payment: The quantities, as determined above, shall be paid for at the contract lump sum price set out in the Proposal, which price and payment constitutes full compensation for all the work described herein. d. Payment shall be made under: i. Item No. 1 — Mobilization/Demobilization (3.5% Maximum) 2. Bid Item No. 2 — Maintenance of Traffic (MOT) a. Description: The work specified in this Bid Item consists of maintaining traffic within the limits of the project for the duration of the construction period including any temporary suspensions of the work. It shall include the construction and maintenance of any necessary detour facilities; the providing of necessary facilities for access to residences, schools, businesses, etc. along the project; the furnishing, installing and maintaining of traffic control and safety devices during construction, the control of dust, and any other special requirements for safe and expeditious movement of traffic as may be called for on the Contract Drawings, including any required MOT permitting efforts. The term, MOT, as used herein, shall include all of such facilities, devices and operations as are required for the safety and convenience of the public as well as for minimizing public nuisance, and as specified in Specification 44 of Section IV — Technical Specifications. This Bid Item shall also include the cost for the phased MOT plans for the work, including but not limited to, work along Lakeview Road, Highland Avenue, McMullen Booth Road (County Road 611), Belleair Road, Drew Street and SR60 (Gulf to Bay). All Pinellas County and Florida Department of Transportation MOT plans shall be signed and sealed by a Professional Engineer registered in the State of Florida. MOT plans for work in the City of Clearwater rights -of -way are not required to be signed and sealed by a Professional Engineer registered in the State of Florida. The MOT plan shall indicate phasing of the construction. Only one (1) horizontal directional drilling crew may work in the road right -of -way at any given time. The bid price shall not exceed one and one -half percent (1.5 %) of the bid total for the total project. If the Contractor's cost for MOT is greater than the maximum allowed, then the additional cost shall be included in the cost for other items of work for the project. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT -(C) Issued for Bid March 2013 01 06 30 - 3 b. Measurement: The quantity of MOT to be paid for under this Item shall be measured as one lump sum quantity. Partial payments will be pro -rated throughout the duration of construction of this Project. c. Payment: The quantities, as determined above, shall be paid for at the contract lump sum price set out in the Proposal, which price and payment constitutes full compensation for all the work described herein. Payment shall be made at every ten percent (10 %) work completion milestone. d. Payment shall be made under: i. Item No. 2 — Maintenance of Traffic (MOT) (1.5% Maximum) 3. Bid Items Nos. 3, 4, 5, 6a, 6b, 7, 8, 9, 10, 11 - F &I PVC or HDPE Pipe by Horizontal Directional Drill a. Description: These Bid Items describe measurement and payment for PVC (Certa -Lok or Diamond -Lok) pipe or HDPE pipe installed by directional boring. Acceptable Diamond -Lok PVC pipe diameters are 6 -inch through 8 -inch only. The pay quantities for the work specified under this Section shall be the number of linear feet of the types and sizes of pipe specified in the applicable pay items, actually constructed and accepted. b. Measurement: Measurement will be horizontally, above the centerline of the pipe, and includes the length of any valves or fittings. c. Payment: Payment will be according to the diameter, thickness class, lining material, coating, and type of joint, as set forth on the Proposal. Contractor shall be compensated for field approved pay applications for 80% of piping linear footage cost when piping is installed, and the reaming 20% after satisfactory testing and restoration is completed. The unit bid price includes furnishing and installing all pipe by directional boring or by incidental open cut at launching and receiving pits, two 12 -gauge Extra High Strength copper -clad steel tracer wires, tracer wire testing, DI/HDPE mechanical joint adapters, ductile iron spool pieces at tie -in locations between fittings and valves, connecting/tie -ing into existing stubbed out pipes, connections /reconnections, materials above or below ground along pipeline alignment, joints and jointing materials, couplings, labor, machinery, construction equipment, directional boring equipment, bentonite clay slurry seal, launching and receiving pits, exploratory pits; excavation, bracing, shoring, sheeting, bedding and backfill, compaction, adjusting/relocating, supporting, protecting or replacement of existing underground or aboveground utilities including associated utility coordination; disposal of spoil/bentonite or other materials; hydrostatic testing; line stops, pigging and disinfection of all raw and potable water lines; erosion control; concrete encasement; sod replacement; asphalt pavement replacement; driveway replacement; concrete sidewalk replacement; concrete curb City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT -(C) Issued for Bid March 2013 01 06 30 - 4 replacement; bollard removal and replacement; signage removal and replacement; underdrain restoration and all other related and necessary materials, work and equipment required to construct a complete operable pipeline. All transmission mains shall be restrained joint and installed by directional drill method where possible or unless shown otherwise on the Drawings. All roadway, concrete curb, concrete sidewalk and sod restoration shall be included in this bid item. d. Payment shall be made under: i. Item No. 3 — F &I 3" Communication Conduit HDPE Pipe by Horizontal Directional Drill ii. Item No. 4 — F &1 6 -inch PVC Raw Water Pipe by Horizontal Directional Drill iii. Item No. 5 — F &I 8 -inch HDPE Raw Water Pipe by Horizontal Directional Drill iv. Item No. 6a — F &I 8 -inch PVC Raw Water Pipe by Horizontal Directional Drill v. Item No. 6b — F &I 8 -inch PVC Potable Water Pipe by Horizontal Directional Drill vi. Item No. 7 — F &I 10 -inch HDPE Raw Water Pipe by Horizontal Directional Drill vii. Item No. 8 — F &I 12 -inch PVC Raw Water Pipe by Horizontal Directional Drill viii. Item No. 9 — F &I 14 -inch HDPE Raw Water Pipe by Horizontal Directional Drill ix. Item No. 10 — F &I 16 -inch HDPE Raw Water Pipe by Horizontal Directional Drill x. Item No. 11 — F &I 18 -inch HDPE Raw Water Pipe by Horizontal Directional Drill 4. Bid Items Nos. 12a, 12b, 13, 14, 15a, 15b 16, 17, 18, 19, 20, 21, 22 — F &I PVC, Ductile Iron or HDPE Pipe by Open Cut a. Description: These Bid Items describe measurement and payment for PVC (Certa -Lok or Diamond -Lok) pipe, ductile iron (DI) pipe or HDPE pipe installed by open cut. Acceptable Diamond -Lok PVC pipe diameters are 6 -inch through 8 -inch only. DI pipe shall be used where it is called for on the Contract Drawings or between a fitting and a valve or between two fittings when the distance between them is equal or less than 18 inches. The pay quantities for the work specified under this Section shall be the number of linear feet of the types and sizes of pipe specified in the applicable pay items, actually constructed and accepted. b. Measurement: Measurement will be horizontally, above the centerline of the pipe, and includes the length of any valves or fittings. The limits of measurement shall be as shown on the plans or as directed by City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT -(C) Issued for Bid March 2013 01 06 30 - 5 the Project Representative. No overlap with measurement for payment for Bid Items 3 through 11 shall be measured for this bid item. c. Payment: Payment will be according to the diameter, thickness class, lining material, coating, and type of joint, as set forth on the Proposal. Contractor shall be compensated for field approved pay applications for 80% of piping linear footage cost when piping is installed, and the reaming 20% after satisfactory testing and restoration is completed. The unit bid price includes furnishing and installing all pipe by open cut, excavation, backfill, compaction, DI/HDPE mechanical joint adapters, ductile iron spool pieces at tie -in locations between fittings and valves, connecting/tie -ing into existing stubbed out pipes, connections /reconnections, couplings, two 12 -gauge Extra High Strength copper -clad steel tracer wires, tracer wire testing, polyethylene encasement for DI pipe, materials above or below ground along the pipeline alignment, joints and jointing materials, bracing, shoring and sheeting; exploratory excavation; bedding and backfill, compaction, constructing the specified protection and adjusting of existing above ground and underground utilities and service connections; adjusting/relocating, supporting, protecting, or replacement of existing underground or aboveground utilities including associated utility coordination; flowable fill grout, replacement of asphalt pavement, driveway, concrete sidewalk, concrete curb replacement; bollard removal and replacement; signage removal and replacement; sod replacement, disposal of spoil or other materials; hydrostatic testing; line stops, pigging and disinfection of all raw and potable water lines; erosion control; concrete encasement; underdrain restoration and all other related and necessary materials, work and equipment required to construct a complete operable pipeline. All roadway, concrete curb, concrete sidewalk and sod restoration shall be included in this bid item. d. Payment shall be made under: i. Item No. 12a — F &I 6 -inch PVC Raw Water Pipe by Open Cut ii. Item No. 12b — F &I 6 -inch PVC Potable Water Pipe by Open Cut iii. Item No. 13 — F &I 6 -inch DI Potable Water Pipe by Open Cut iv. Item No. 14 — F &I 8 -inch HDPE Raw Water Pipe by Open Cut v. Item No. 15a — F &I 8 -inch PVC Raw Water Pipe by Open Cut vi. Item No. 15b — F &I 8 -inch PVC Potable Water Pipe by Open Cut vii. Item No. 16 — F &I 8 -inch DI Potable Water Pipe by Open Cut viii. Item No. 17 — F &I 12 -inch DI Raw Water Pipe by Open Cut ix. Item No. 18 — F &1 16 -inch HDPE Raw Water Pipe by Open Cut x. Item No. 19 — F &I 16 -inch DI Raw Water Pipe by Open Cut City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT -(C) Issued for Bid March 2013 01 06 30 - 6 xi. Item No. 20 — F &I 18 -inch HDPE Raw Water Pipe by Open Cut 5. Bid Item No. 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31 — F &I Restrained Joints for Ductile Iron, PVC or HDPE Pipe a. Description: This bid item describes measurement and payment for retainer gland assemblies or locking gaskets used in installing restrained joints on DI, PVC or HDPE pipe and associated ductile iron fittings. b. Measurement: The quantity to be paid for under this item is the number of retainer gland assemblies or locking gaskets acceptably furnished and installed as shown on the drawings or as directed by the Owner's Representative. Certa -Lok and Diamond -Lok PVC pipe restrained joints used for directional drilling shall be included elsewhere. c. Payment will be according to the number of restrained joints acceptably furnished and installed. The unit bid price includes furnishing and installing all restraining devices along the pipeline alignment and all other related and necessary materials, work, and equipment required to properly install the restrained joint. All transmission mains shall be restrained joint and installed by directional drill method where possible or unless shown otherwise on the Drawings. Contractor shall restrain pipe and fittings in accordance with the restraint table shown on the detail sheets. Contractor to restrain existing pipe where required in accordance with the restraint table. Contractor shall use restrained joints only; no concrete thrust blocks or thrust collars shall be permitted. d. Payment shall be made under: i. Item No. 21 — F &I 6 -inch Restrained Joints for PVC or HDPE Pipe ii. Item No. 22 — F &I 6 -inch Restrained Joints for DI Pipe iii. Item No. 23 — F &I 8 -inch Restrained Joints for PVC or HDPE Pipe iv. Item No. 24 — F &I 8 -inch Restrained Joints for DI Pipe v. Item No. 25 — F &I 10 -inch Restrained Joints for HDPE Pipe vi. Item No. 26 — F &I 12 -inch Restrained Joints for PVC or HDPE Pipe vii. Item No. 27 — F &I 12 -inch Restrained Joints for DI Pipe viii. Item No. 28 — F &I 14 -inch Restrained Joints for HDPE Pipe ix. Item No. 29 — F &I 16 -inch Restrained Joints for HDPE Pipe x. Item No. 30 — F &I 16 -inch Restrained Joints for DI Pipe xi. Item No. 31 — F &I 18 -inch Restrained Joints for HDPE Pipe 6. Bid Item No. 32 — F &I Compact Ductile Iron Fittings City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT -(C) Issued for Bid March 2013 01 06 30 - 7 a. Description: This Bid Item describes measurement and payment for compact ductile iron pressure pipe fittings for the construction of the raw water mains or the potable water mains as shown on the plans. The quantity to be paid for under this Item will be based on the theoretical weight, in pounds, of actual permanent fittings acceptably furnished and installed. b. Measurement: The quantity to be paid for under this item is the theoretical weight, in pounds, of actual permanent furnished and installed. The theoretical weight for compact fittings shall be calculated based on the weight listed in ANSI/AWWA C153 ductile iron fittings of the 350 psi pressure. c. Payment: Payment for pressure pipe fittings will be based on the theoretical weight, in pounds, of actual permanent fittings furnished and installed. The unit bid price includes furnishing and installing excavation, backfill, dewatering, sheeting, shoring, asphalt pavement, driveway, concrete sidewalk, and concrete curb replacement, sod replacement, erosion control, underdrain restoration and incidental construction associated with these Items. No additional payment will be made for furnishing and installing all joint accessories, glands, gaskets, bolts, and joint lubricant for mechanical joints. No payment shall be made for ductile iron fittings included in other bid items. d. Payment shall be made under: i. Item No. 32 — F &I Compact DI Fittings. 7. Bid Items Nos. 33, 34, 35, 36 — F &I Resilient Wedge Gate Valves and Valve Boxes a. Description: These Bid Items describe measurement and payment for valves of various sizes, and valve boxes, for potable or raw water pipelines. The quantity to be paid for under this item is the number of valves acceptably installed where shown on the drawings or where directed by the Project Representative. b. Measurement: Measurement will be per each valve according to the diameter, type, and joint requirements, as set forth on the Proposal. c. Payment: The unit bid price includes furnishing and installing valves, valve boxes and covers, polywrap, tracer wire access, filter fabric, valve identification tags, paint reference stripe on curb, concrete valve box pad with 6 "x6" welded wire fabric, extension stems, brass coupling and plug, transition to PVC pipe fittings, couplings, adjusting, supporting, or replacement of existing underground utilities; excavation, backfill, compaction, dewatering, bracing, sheeting, shoring, asphalt pavement, driveway, concrete sidewalk, and concrete curb replacement, sod replacement, erosion control, underdrain restoration and incidental construction associated with these Items as shown in the details. No payment shall be made for valves included in other bid items. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT -(C) Issued for Bid March 2013 01 06 30 - 8 d. Payment shall be made under: i. Item No. 33 — F&1 6-inch Resilient Wedge Gate Valve & Valve Box ii. Item No. 34 — F &I 8 -inch Resilient Wedge Gate Valve & Valve Box iii. Item No. 35 — F &I 12 -inch Resilient Wedge Gate Valve & Valve Box iv. Item No. 36 — F &I 16 -inch Resilient Wedge Gate Valve & Valve Box 8. 9. Bid Item No. 37 — F &I Combination Air Valve a. Description: This Bid Item describes measurement and payment for combination air valves for potable water and raw water pipelines. The quantity to be paid for under this item is the number of above ground combination air valves including polyethylene covers acceptably installed where shown on the Contract Drawings or where directed by the Project Representative. b. Measurement: Measurement will be per each based on the number of combination air valves with covers installed. c. Payment: The unit bid price includes furnishing and installing combination air valves, valve box and cover, fittings, megalugs, mega flange, polywrap, filter fabric, service saddle, joint restrainers, 2 -inch polyethylene tubing, ball valves and valve box, brass pipe, corp stop, concrete pad, stainless steel hose coupling, gravel bed, excavation, backfill, compaction, dewatering, sheeting, shoring, asphalt pavement, driveway, concrete sidewalk, and concrete curb replacement; sod replacement, erosion control, and incidental construction associated with these items. d. Payment shall be made under: i. Item No. 37 — F &I Combination Air Valve 9. Bid Item No. 38 — Root Pruning a. Description: This Bid Item describes measurement and payment for root pruning of trees associated with the installation of the potable or raw water transmission or distribution piping. The quantity to be paid for under this item is the linear feet of trench in which tree roots are acceptably pruned as directed by the Owner or the Owner's authorized Project Representative. b. Measurement: Measurement will be horizontally, above the centerline of the pipe from beginning to end of root pruning activities in the trench as determined by the Owner or the Owner's authorized Project Representative. c. Payment: Payment will be according to the linear feet of trench in which tree roots are acceptably pruned as directed by the Owner or the City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT -(C) Issued for Bid March 2013 01 06 30 - 9 Owner's authorized Project Representative. The unit bid price shall include the services of a certified arborist, cutting the roots, cutting equipment, plastic barrier, and any other activity or equipment necessary to prune the tree roots until the work is accepted by the Owner or the Owner's authorized Project Representative. d. Payment shall be made under: Item No. 38 — Root Pruning 10. Bid Item No. 39 — Tree Barricades a. Description: This Bid Item describes measurement and payment for protective barricades around all trees and palms within or adjacent to the work zone, including all staging or lay down areas or as directed by the Owner or the Owner's authorized Project Representative. b. Measurement: The quantity of tree barricades to be paid for under this Item shall be measured as one lump sum quantity. c. Payment: The quantities, as determined above, shall be paid for at the contract lump sum price set out in the Proposal, which price and payment constitutes full compensation for all the work described herein. Payment will be made by project completion. No payment will be made if tree barricades are not utilized throughout the project as deemed necessary by the Owner or the Owner's authorized Project Representative. d. Payment shall be made under: i. Item No. 39 — Tree Barricades 11. Bid Item No. 40 — Remove Trees a. Description: This bid item describes measurement and payment to remove trees associated with the installation of pipelines. b. Measurement: Measurement shall be for each tree removed where shown on the plans or where directed by the Owner's Representative. c. Payment: Payment will be for each tree removed, as set forth in the Proposal. The unit bid price includes furnishing and installing all material and permits necessary for a complete and successful tree removal. d. Pay shall be made under: i. Item No. 40 — Remove Trees 12. Bid Item No. 41 — Sanitary Sewer Cleanouts a. a. This bid item describes measurement and payment for installation of sanitary sewer cleanouts on existing and active sanitary sewer service laterals impacted by the construction of the 16 -inch raw water transmission main. The quantity to be paid for under this item is the number of sanitary sewer cleanouts acceptably installed as shown on City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT -(C) Issued for Bid March 2013 01 06 30 - 10 the Contract Drawings or as directed by the Owner or the Owner's authorized Project Representative. b. Measurement will be on an individual basis for each sanitary sewer cleanout acceptably furnished and installed. Contractor shall locate existing and active sanitary sewer laterals for each property impacted by the construction of the 16 -inch raw water transmission main. The sanitary sewer laterals shall be marked in the field by the Contractor prior to installation of raw water transmission main. The Contractor shall be responsible for furnishing and installing each sanitary sewer cleanout as shown in the construction drawing details. A sanitary sewer cleanout shall be installed on each sanitary sewer lateral and located three (3) feet behind the curb. c. Payment will be for each sanitary sewer cleanout installed, as set forth in the Proposal. The Unit bid price shall include locating and marking the existing and active sanitary sewer laterals in the field, furnishing and installing sanitary sewer cleanouts, testing, excavation, backfill, bracing, shoring, sheeting, dewatering; sod, concrete, asphalt, brick, and stone replacement; and incidental materials and construction. The sanitary sewer cleanout shall be constructed as shown in the construction drawing details. d. Compensation for test pits for the location of existing utilities, sod replacement, asphalt pavement replacement, concrete driveway replacement, concrete sidewalk replacement; and concrete curb and gutter replacement shall be included under the unit cost for installing each sanitary sewer service cleanout. i. Item No. 41 — Sanitary Sewer Cleanouts 13. Bid Items Nos. 42 and 43 — Pipe Aerial Crossings a. Description: This Bid Item describes measurement and payment for aerial crossing of new ductile iron raw water mains attached to existing bridge structure at the location shown on the Contract Drawings. The quantity to be paid for under this item is the number of raw water pipe aerial crossings acceptably installed where shown on the plans and as directed by the owner's authorized Project Representative. b. Measurement: Measurement and payment will be on a lump sum basis for each pipe aerial crossing made, regardless of pipe size, type or length. Limits of the pay item are identified on the Contract Drawings. c. Payment: Payment will be made for each pipe aerial crossing and shall include furnishing and installing all pipe, fittings, pipe restraining devices and pipe supports as shown on the Contract Drawings and listed in the Bid Form or as directed by the Project Representative. It shall include full compensation for all labor, materials, machinery, combination air valve assemblies, saddles, demolition, asphalt pavement, concrete sidewalk, and concrete curb replacement; sod replacement, hydrostatic testing; pigging and disinfection, erosion City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT -(C) Issued for Bid March 2013 01 06 30 - 11 control, underdrain restoration, disposal of spoil or other materials and all other items necessary to complete this Bid Item. No additional compensation will be made for any materials or for repairs or required modifications to any bridge elements. d. Payment shall be made under: i. Item No. 42 — 16 -inch DI Pipe Aerial Crossing at Nursery Road (Sheet C26). ii. Item No. 43 — 16 -inch DI Pipe Aerial Crossing at Hercules Avenue (Sheet C38). 14. Bid Item Nos. 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57 — Wet taps a. Description: This Bid Item describes measurement and payment for connecting new potable or raw water mains to existing potable or raw water mains or to reconnect existing potable or raw water mains at the locations shown on the Contract Drawings. The quantity to be paid for under this Item is the number of connections or reconnections made to existing potable or raw water mains acceptably installed where shown on the plans and as directed by the owner's authorized Project Representative. b. Measurement: Measurement and payment will be on a lump sum basis for each bid item, regardless of pipe size, type or depth. Limits of the pay item are identified on the Contract Drawings. c. Payment: Payment will be made on a lump sum basis for each connection or reconnection within the respective limits of the pay item shown on the Contract Drawings and shall include furnishing and installing all pipe and fittings as shown on the Contract Drawings and listed in the Bid Form or as directed by the Project Representative. It shall include full compensation for all labor, materials, DI/HDPE mechanical joint adapters, wet tapping and associated valves and fittings, ductile iron spool pieces at tie -in locations between fittings and valves, restraint couplings, two 12 -gauge Extra High Strength copper -clad steel tracer wires, tracer wire testing, polyethylene encasement for DI pipe, excavation (including rock), dewatering, joints and jointing materials, cutting and capping of piping, piping removal, restrained joint pipe, sheeting and shoring, constructing the specified protection and adjusting of existing above ground and underground utilities and service connections; adjusting/relocating, bracing, supporting, protecting, or replacement of existing underground utilities including associated utility coordination; flowable fill grout, machinery, backfilling and compaction, asphalt pavement, driveway, concrete sidewalk, and concrete curb replacement; sod replacement, erosion control, disposal of spoil or other materials, underdrain restoration, hydrostatic testing; pigging and disinfection of all potable water lines and all other items necessary to complete this Bid Item. d. Payment shall be made under: City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT -(C) Issued for Bid March 2013 01 06 30 - 12 i. Item No. 44 — Connect to Existing 12 -inch WM at Martin Luther King Jr Av and Woodlawn St (Sheet C06). ii. Item No. 45 — Reconnect Existing 4 -inch WM from Existing 16 -inch WM to Proposed 8 -inch WM at Woodlawn St (Sheet C06). iii. Item No. 46 — Reconnect Existing Fire Hydrant from Existing 16 -inch WM to Proposed 8 -inch WM at Woodlawn St (Sheet C06). iv. Item No. 47 — Reconnect Existing 6 -inch WM from Existing 16 -inch WM to Proposed 8 -inch WM at Woodlawn St (Sheet C06). v. Item No. 48 — Connect to Existing 8 -inch WM at Woodlawn St (Sheet C06). vi. Item No. 49 — Reconnect Existing 6 -inch WM from Existing 16 -inch WM to Existing 8 -inch WM at Belleair Rd and Missouri Ave (Sheet C13). vii. Item No. 50 — Connect to Existing 16 -inch WM at Belleair Rd and Beverly Dr (Sheet C24). viii. Item No. 51 — Reconnections to Existing 16 -inch WM at Druid Rd and Progress Energy Easement (Sheet C53). ix. Item No. 52 — Reconnect Existing 6 -inch WM from Existing 16 -inch WM to Proposed 6 -inch WM at S.R. 60 east of Home Depot Entrance (Sheet C63). x. Item No. 53 — Connect Proposed 6 -inch WM to Existing 6 -inch WM at S.R. 60 west of Home Depot Entrance (Sheet C63). xi. Item No. 54 — Wet tap existing 16 -inch WM and connect new 8 -inch well main at Belleair Rd. and Highland Ave. intersection (Sheet C14) xii. Item No. 55 — Wet tap Existing 10 -inch WM and reconnect Existing 6 -inch WM at Belleair Rd. and Highland Ave. intersection (Sheet C 14) xiii. Item No. 56 — Wet tap Existing 10 -inch WM and reconnect Existing 8 -inch WM at Belleair Rd. and Highland Ave. intersection (Sheet C 14) xiv. Item No. 57 — Wet tap Existing 8 -inch WM and reconnect Existing 8 -inch WM at Belleair Rd. and Highland Ave. intersection (Sheet C14) 15. Bid Item No. 58 — Video Inspection, Pigging, Flushing, and Disinfection of Existing 16 -inch Water Main from S Martin Luther King Ave to Beverly Dr and from Druid Rd to Gulf -to -Bay Blvd a. Description: This Bid Item describes measurement and payment for video inspection, pigging, flushing, and disinfection of an existing 16- inch water main. The quantity to be paid for under this Item is the linear feet of pipe acceptably videotaped, pigged, flushed and disinfected. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT -(C) Issued for Bid March 2013 01 06 30 - 13 b. Measurement: Measurement will be horizontally, above the centerline of the pipe, and includes the length of any valves or fittings. c. Payment: Payment will be made for the linear feet of pipe videotaped, pigged, flushed, and disinfected at the applicable contract unit price. The Bid Item shall include all labor and equipment necessary to successfully complete the above listed operations including but not limited to excavation, backfill, compaction, access points for camera insertion, pig insertion points, chemical injection points, water for flushing, disinfection chemical, dewatering, bracing, shoring and sheeting, adjusting /relocating, supporting, protecting, or replacement of existing underground utilities including associated utility coordination, replacement of asphalt pavement, driveway, concrete sidewalk, concrete curb replacement sod replacement, disposal of spoil or other materials; line stops, erosion control. d. No additional payment will be made for installation of sod where existing sod is disturbed by the Contractor away from the new pipeline alignment, service connections, or meter boxes unless directed by the Owner or the Owner's authorized Project Representative. e. Payment shall be made under: i. Item No. 58 — Inspection, Pigging, Flushing, and Disinfection of Existing 16 -inch Water Main 16. Bid Item No. 59 — Sod Restoration as Directed by the Owner or the Owner's Authorized Project Representative a. Description: This Bid Item describes measurement and payment for sod restoration, beyond the limits defined in other pay items, as directed by the Owner or the owner's authorized Project Representative. The quantity to be paid for under this Item is the area in square yards acceptably furnished and installed. b. Measurement: Measurement will be the horizontal measurement of the square yards of sod installed as determined by the Owner or the owner's authorized Project Representative. c. Payment: Payment will be made for the square yards of sod installed at the applicable contract unit price and shall include all labor, equipment, soil preparation, furnishing and installing sod, rolling, mowing, watering and any other measures necessary to establish and maintain a healthy stand of grass until the Owner or the owner's authorized Project Representative accepts the work. d. No additional payment will be made for installation of sod where existing sod is disturbed by the Contractor away from the new pipeline alignment, service connections, or meter boxes unless directed by the Owner or the Owner's authorized Project Representative. e. Payment shall be made under: City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT -(C) Issued for Bid March 2013 01 06 30 - 14 i. Item No. 59 — Sod Restoration as Directed by the Owner or the Owner's Authorized Project Representative 17. Bid Item No. 60 — Concrete Driveway Restoration as Directed by the Owner or the Owner's Authorized Project Representative a. Description: This Bid Item describes measurement and payment for concrete driveway restoration, beyond the limits defined in other pay items, as directed by the Owner or the owner's authorized Project Representative. The quantity to be paid for under this Item is the area in square yards acceptably furnished and installed. b. Measurement: Measurement will be the horizontal measurement of the square yards of concrete driveway restored as determined by the Owner or the Owner's authorized Project Representative. c. Payment: Payment will be made for the square yards of concrete driveway installed at the applicable contract unit price and shall include all labor, equipment, providing and installing formwork, steel reinforcing, concrete, and finishing for concrete driveways. For other driveway materials including, but not limited to brick pavers, shell and colored concrete, the driveway shall be replaced to its original condition. d. No additional payment will be made for driveway restoration where existing driveways are disturbed by the Contractor away from the new pipeline alignment, service connections, or meter boxes unless directed by the Owner or the Owner's authorized Project Representative. e. Payment shall be made under: i. Item No. 60 — Concrete Driveway Restoration as Directed by the Owner or the Owner's Authorized Project Representative 18. Bid Item No. 61 — Concrete Sidewalk Restoration as Directed by the Owner or the Owner's Authorized Project Representative a. Description: This Bid Item describes measurement and payment for concrete sidewalk restoration, beyond the limits defined in other pay items, as directed by the Owner or the Owner's authorized Project Representative. The quantity to be paid for under this Item is the area in square yards acceptably furnished and installed. b. Measurement: Measurement will be the horizontal measurement of the square yards of concrete sidewalk restored as determined by the Owner or the Owner's authorized Project Representative. c. Payment: Payment will be made for the square yards of concrete sidewalk installed at the applicable contract unit price and shall include all labor, equipment, formwork, steel reinforcing, concrete, and finishing for concrete sidewalks. For other sidewalk materials, the sidewalk shall be replaced to its original condition. d. No additional payment will be made for sidewalk restoration where existing sidewalks are disturbed by the Contractor away from the new City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT -(C) Issued for Bid March 2013 01 06 30 - 15 pipeline alignment, service connections, or meter boxes unless directed by the Owner or the Owner's authorized Project Representative. e. Payment shall be made under: i. Item No. 61 — Concrete Sidewalk Restoration as Directed by the Owner or the Owner's Authorized Project Representative 19. Bid Item No. 62 — Concrete Curb Restoration as Directed by the Owner or the Owner's Authorized Project Representative a. Description: This Bid Item describes measurement and payment for concrete curb restoration, beyond the limits defined in other pay items, as directed by the Owner or the Owner's authorized Project Representative. The quantity to be paid for under this Item is the length in linear feet acceptably furnished and installed. b. Measurement: Measurement will be the horizontal measurement of the linear feet of concrete curbs restored as determined by the Owner or the Owner's authorized Project Representative. c. Payment: Payment will be made for the linear feet of concrete curbs installed at the applicable contract unit price and shall include providing and installing precast concrete curbs, formwork, steel reinforcing, concrete and finishing to match existing curb type. d. No additional payment will be made for curb restoration where existing curbs are disturbed by the Contractor away from the new pipeline alignment, service connections, or meter boxes unless directed by the Owner or the Owner's authorized Project Representative. e. Payment shall be made under: i. Item No. 62 — Concrete Curb Restoration as Directed by the Owner or the Owner's Authorized Project Representative 20. Bid Item No. 63 — Underdrain Restoration as Directed by the Owner or the Owner's Authorized Project Representative a. Description: This Bid Item describes measurement and payment for underdrain including restoration, beyond the limits defined in other pay items, as directed by the Owner or the Owner's authorized Project Representative. The quantity to be paid for under this Item is the length in linear feet acceptably furnished and installed. b. Measurement: Measurement will be the horizontal measurement of the linear feet of underdrains restored as determined by the Owner or the Owner's authorized Project Representative. c. Payment: Payment will be made for the linear feet of underdrain installed at the applicable contract unit price and shall include providing and installing perforated PVC pipe, non - degrading fibrous filter material, filter aggregate and all other related and necessary materials, work and equipment necessary to provide a finished and operable underdrain. Underdrain shall be restored per City standard City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT -(C) Issued for Bid March 2013 01 06 30 - 16 underdrain detail on Sheet 90 of the Construction Drawings and in accordance with the Contract Specifications. d. No additional payment will be made for underdrain restoration where existing underdrains are disturbed by the Contractor away from the new pipeline alignment, service connections, or meter boxes unless directed by the Owner or the Owner's authorized Project Representative. e. Payment shall be made under: i. Item No. 63 — Underdrain Restoration as Directed by the Owner or the Owner's Authorized Project Representative 21. Bid Item No. 64 — Asphalt Paving Restoration as Directed by the Owner or the Owner's Authorized Project Representative a. Description: This Bid Item describes measurement and payment for asphalt paving restoration, beyond the limits defined in other pay items, as directed by the Owner or the Owner's authorized Project Representative. The quantity to be paid for under this Item is the area in square yards acceptably furnished and installed. b. Measurement: Measurement will be the horizontal measurement of the square yards of asphalt paving restored as determined by the Owner or the Owner's authorized Project Representative. c. Payment: Payment will be made for the square yards of asphalt paving installed at the applicable contract unit price and shall include asphaltic concrete, base material, sub -base material, compaction, miscellaneous equipment and materials, testing and incidental work items. Milling and resurfacing of open cut intersections. d. No additional payment will be made for asphalt paving restoration where existing asphalt paving is disturbed by the Contractor away from the new pipeline alignment, service connections, or meter boxes unless directed by the Owner or the Owner's authorized Project Representative. e. Payment shall be made under: i. Item No. 64 — Asphalt Paving Restoration as Directed by the Owner or the Owner's authorized Project Representative. 22. Bid Item No. 65 — Unsuitable Material Excavation Below Grade as Directed by the Owner or the Owner's Authorized Project Representative a. Description: This bid item describes measurement and payment for additional material excavated below the normal trench depth beyond the limits defined in other pay items, as directed by the Owner or the Owner's authorized Project Representative. b. Measurement: The quantity to be paid for under this item is the volume in cubic yards of material removed as determined by field dimensions City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT -(C) Issued for Bid March 2013 01 06 30 - 17 or survey and approved by the Owner or the Owner's authorized Project Representative. c. Payment: Payment will be for the number of cubic yards of material removed. The unit bid price includes labor, equipment, excavation, hauling, disposal, dewatering, and incidental items necessary to accomplish the work. d. Payment shall be made under: i. Item No. 65 — Unsuitable Material Excavation Below Grade as Directed by the Owner or the Owner's Authorized Project Representative. 23. Bid Item No. 66 — Select Backfill Below Grade as Directed by the Owner or the Owner's Authorized Project Representative a. Description: This bid item describes measurement and payment for select backfill below grade beyond the limits defined in other pay items, as directed by the Owner or the Owner's authorized Project Representative. b. Measurement: The quantity to be paid for under this item is the volume in cubic yards of material furnished, placed and compacted as determined by field dimensions or survey and approved by the Owner or the Owner's authorized Project Representative. c. Payment: Payment will be per cubic yard of material furnished, placed and compacted. The unit bid price includes labor, equipment, excavation, hauling, disposal, dewatering, and incidental items necessary to accomplish the work. d. Payment shall be made under: i. Item No. 66 — Select Backfill Below Grade as Directed by the Owner or the Owner's Authorized Project Representative. 24. Bid Item No. 67 — Asphalt Overlay as Directed by the Owner or the Owner's Authorized Project Representative a. Description: This bid item describes measurement and payment for asphalt pavement overlay placed beyond the limits defined in other pay items, as directed by the Owner or the Owner's authorized Project Representative. b. Measurement: The quantity to be paid for under this item is the area in square yards of asphaltic concrete paving acceptably furnished and installed as directed by the Owner or the Owner's authorized Project Representative. c. Payment: Payment will be according to the area in square yards of pavement overlay and the type of paving material as set forth on the Proposal. The unit bid price includes furnishing and installing asphaltic concrete, surface asphalt milling, miscellaneous equipment and materials, testing and incidental work items. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT -(C) Issued for Bid March 2013 01 06 30 - 18 d. No payment will be made for the installation of asphalt paving overlay where existing asphalt is disturbed by the Contractor away from the alignment of the new pipeline unless it is approved by the Owner's Representative. e. Payment shall be made under: i. Item No. 67— Asphalt Overlay as Directed by the Owner or the Owner's Authorized Project Representative. 25. Bid Item No. 68 — F &I Pull Boxes for Communication Conduits a. Description: This Bid Item describes measurement and payment for pull boxes for communication conduits. The quantity to be paid for under this item is the number of pull boxes including covers acceptably installed as shown on the Contract Drawings or where directed by the Project Representative. b. Measurement: Measurement will be per each based on the number of pull boxes with covers installed. c. Payment: The unit bid price includes furnishing and installing pull box and cover, fittings, grounding, excavation, backfill, compaction, dewatering, sheeting, shoring, asphalt pavement, driveway, concrete sidewalk, and concrete curb replacement; sod replacement, erosion control, and incidental construction associated with these items. d. Payment shall be made under: i. Item No. 68 — F &I Pull Boxes for Communication Conduits 26. Bid Item 69 — Owner's 10% Contingency a. The work covered by this Bid Item consists of unforeseen items of work not included in other bid items but necessary for accomplishing the work and shall apply only to extra work or additional items over and above those specified or shown on the plans. The cost for unforeseen Utility Relocations will be paid for under a separate Pay Item. The cost of this additional work shall be agreed upon in writing and approved by the Owner or his authorized representative prior to starting this additional work. The value of the work shall be based on unit prices or similar bid items called for in the Proposal. b. Measurement: The quantities and cost of unspecified work to be paid under this item shall be agreed upon and approved in writing by the Owner or his authorized representative prior to starting this unspecified work. c. The bid price for this Bid Item shall be ten percent (10 %) of the total bid. This item will be treated as an allowance, against which the Owner, at his discretion, may direct work not shown on the plans, or require other additional work which falls within the general scope of work for the project, as approved in writing from the Owner. Each City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT -(C) Issued for Bid March 2013 01 06 30 - 19 dollar of cost for the additional work will be considered one unit. The final project change order shall include all additional costs approved under the contingency. This item is for contingency if required during the course of the project to facilitate the project, and will be paid only after written authorization to include the item in the progress payments. B. Note for: Sod, Asphalt Pavement, Driveway, Concrete Sidewalk and Concrete Curb Replacement, Unsuitable Material Excavation Below Grade, Select Backfill Below Grade and Asphalt Overlay . All costs associated with sod, asphalt pavement, driveway, concrete sidewalk and curb restoration and replacement, unsuitable material excavation below grade, select backfill below grade and asphalt overlay shall be included in the unit prices bid for the potable or raw water piping installed. No additional payment will be made for these items unless directed by the Owner or the Owner's authorized Project Representative. C. Note for: Erosion Control . No additional payment will be made for erosion control features for potable or raw water piping installation to protect the work areas and adjacent property. All costs associated with this item shall be included in the unit prices bid for the linear feet of potable or raw water piping. 2. Erosion control may include sheeting, shoring, trenching boxes, artificial coverings, mowing, sandbagging, slope drains, sediment basins, cleanouts, baled hay and straw, floating silt barrier, staked silt barrier, staked silt fence and seeding. 3. Erosion control is considered a subsidiary obligation of the Contractor and shall include furnishing and installing material, routine maintenance, mowing and removal of temporary erosion control features upon completion of construction. END OF SECTION City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT -(C) Issued for Bid March 2013 01 06 30 - 20 SECTION 01 07 00 CONTRACT CLOSEOUT PART 1 - GENERAL 1.01 SECTION INCLUDES A. Final cleaning B. Adjusting C. Project record documents D. Warranties 1.02 FINAL CLEANING A. Execute final cleaning prior to final inspection. B. Remove waste and surplus materials, rubbish, and construction facilities from the site. 1.03 ADJUSTING A. Adjust operating Products and equipment to ensure smooth and unhindered operation. 1.04 WARRANTIES A. Provide duplicate notarized copies of all applicable warranties and guarantees. B. Execute and assemble documents from Subcontractors, suppliers, and manufacturers. C. Provide Table of Contents and assemble in three D side ring binder with durable plastic cloth cover. D. Submit prior to final Application for Payment. E. For items of Work delayed beyond date of Substantial Completion, provide updated submittal within ten days after acceptance, listing date of acceptance as start of warranty period. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT—(C) Issued for Bid March 2013 010700 -1 1.05 PROJECT RECORD DOCUMENTS A. Record information concurrent with construction progress as indicated in specifications. See Section III Article 6.11.2 for As -Built requirements. B. Record work with minority /women owned businesses as required in Southwest Florida Water Management District Contract Form as provided in the Appendix. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTION City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT—(C) Issued for Bid March 2013 010700 -2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SECTION 01 31 13 PROJECT COORDINATION PART 1 - GENERAL 1.01 SUBMITTALS A. Review, approve, and submit submittals required by Contract Documents with reasonable promptness and in such sequence as to cause no delay in the Work. 1.02 SPECIFIED CODES A. The design of the Work is based on the requirements of the City of Clearwater, Pinellas County, the Florida Department of Environmental Protection (FDEP), the City of St. Petersburg (for mains within their easement limits), and the Florida Department of Transportation (FDOT). This regulatory listing is not inclusive of the requirements that must be followed by the Contractor for the Work efforts. 1.03 REFERENCE STANDARDS A. Except as otherwise required, products and workmanship shall conform to best quality materials and practices recognized by agencies, associations, councils, etc., specified in individual sections. 1.04 PROJECT PERMITS A. Obtain MOT permit for the Project and maintain a copy of permit for the Project at the Site. B. Contractor shall be fully responsible to abide by provisions of permits. Contractor is responsible for the selection; implementation and operation of measure required by the permits, including the maintenance of said measures as necessary during construction. No additional compensation will be allowed for any work associated with the permit requirements. 1.05 UTILITY NOTIFICATION AND COORDINATION A. Provide for the coordination of the Work with the required work of public agencies and utilities. Contact Sunshine State One Call of Florida (811) prior to any work in areas of existing utilities. Notify applicable utilities prior to commencing Work, if damage occurs, or if conflicts or emergencies arise during Work. No additional compensation will be allowed for any work associated with support, protection, notifications, relocations or adjustments of existing utilities or utility coordination efforts. 1.06 PROJECT MILESTONES A. General: Include the Milestones specified herein as a part of the Progress Schedule required under Section 01 03 11- Construction Scheduling in Section IVa — Supplementary Technical Specifications. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 013113 -1 B. Project Milestones: Generally described is description of each below: 1. Substantial Completion a. The work may not be considered substantially complete unless the punch list items that remain, as identified by the Engineer and Owner, can be completed within thirty (30) days. All painting, finishes, fencing, cleanup, final grading, grassing and landscape planting and restoration shall have been completed and ready for inspection before substantial completion is given. Also, all building occupancy certificates (as applicable) will need to have been obtained. The Contractor wishing to consider the Work substantially complete, shall have work completed as follows and submit to the Engineer: i. A written notice that the Work is substantially complete. ii. A list of items to be completed or corrected and explanations thereof. iii. All equipment has been checked -out by the equipment manufacturer and Certificates of Manufacturer's Check -Out have been submitted in accordance with the Contract documents. iv. All required pressure testing is completed and pipelines have been cleared for use /certified, including FDEP clearance for use. v. As- Builts have been submitted by a licensed Florida PSM in both hard copy and digital (CAD) format to the Owner. vi. Record Drawings /Documents are complete and have been submitted and reviewed in accordance with the Contract documents. vii. The pipeline /transmission system is fully - operational and is able to transmit water to the treatment facility. viii. All areas to be used and occupied are safe and complete. ix. All deficiencies noted on inspection reports or non - conformances are corrected or the correction plan is approved. b. Within a reasonable time after receipt of such notice, the Owner and /or the Engineer will make an inspection, if necessary, to determine the status of completion. c. Should the Owner and /or the Engineer determine that the Work is not substantially complete: i. The Owner and /or the Engineer will promptly notify Contractor in writing, giving the reasons therefore. ii. Contractor shall remedy the deficiencies in the Work and send a second written notice of substantial completion to the Owner and /or the Engineer. iii. The Owner or the Owner's representative will reinspect the Work. d. When the Owner deems the Work is substantially complete, they will: City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT-(C) Issued for Bid March 2013 013113 -2 i. Prepare a tentative Certificate of Substantial Completion, with a tentative list of items to be completed or corrected before final inspection. ii. After consideration of any objections made by the Owner as provided in the General Conditions of the Contract, the Engineer will execute the Certificate of Substantial Completion with a revised tentative list of items to be completed or corrected, as applicable. 2. Final Completion a. When Contractor considers the Work is complete with all minor deficiencies completed or corrected, he shall submit written certification that: i. Contract Document requirements have been met. ii. Work has been inspected for compliance with Contract Documents. iii. Work has been completed in accordance with Contract Documents. iv. Equipment and systems have been tested in the presence of Owner's representative and are operational. v. All minor deficiencies have been corrected or completed and the Work is ready for final inspection. vi. All As- Builts and Record Drawings /Documents have been submitted to the Owner in their acceptable formats (CAD, etc). vii. The project has been cleared for use by all required regulatory agencies, including but not limited to, FDEP and FDOT. b. Engineer will make an inspection to verify the status of completion with reasonable promptness after receipt of such certification. c. Should Engineer consider that the Work is incomplete or defective: i. The Owner and /or the Engineer will promptly notify the Contractor in writing, listing the incomplete or defective work. ii. Contractor shall take immediate steps to remedy the stated deficiencies, and send a second written certification to the Owner and /or the Engineer that the Work is complete. iii. The Owner or the Owner's representative will reinspect the Work. d. When the Owner deems that the Work is acceptable under the Contract Documents, they shall request the Contractor to make closeout submittals. 1.07 FACILITY OPERATIONS A. Continuous transmission of water flow is of critical importance. Schedule and conduct activities to enable bypassing of existing flows around the facilities continuously, unless otherwise specified. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 013113 -3 B. Perform Work continuously during critical connections and changeovers, and as required to reduce interruption of Owner's operations. C. When necessary, plan, design, and provide various temporary services, utilities, connections, temporary piping, access, and similar items to maintain continuous bypassing of flows at Owner's facility. D. Do not close lines, open or close valves, or take other action which would affect the operation of existing systems, except as specifically required by the Contract Documents and after authorization by Owner and Engineer. Such authorization will be considered within 48 hours after receipt of Contractor's written request. E. Do not proceed with Work affecting a facility's operation without obtaining Owner's and Engineer's advance approval of the need for and duration of such Work. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION 3.01 COORDINATION OF WORK A. Coordinate the Work of all trades so that each will have sufficient space and time within which to work properly and efficiently. B. Changes in the intended design of the Project as a result of improperly coordinated construction Work will not be tolerated. Delays in the Work caused by rejections of installed materials due to improper coordination, and as otherwise specified, will not be considered valid justification for extensions of Contract Time. 3.02 CUTTING, FITTING, AND PATCHING A. Restore existing work, underground facilities, and surfaces that are to remain in completed Work including concrete - embedded piping, conduit, and other utilities as specified and as shown. B. Make restorations with new materials and appropriate methods as specified for new Work of similar nature; if not specified, use recommended practice of manufacturer or appropriate trade association. C. Fit Work airtight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces and fill voids. D. Remove specimens of installed Work for testing when requested by the Owner. END OF SECTION City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 013113 -4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SECTION 01 45 00 QUALITY CONTROL PART 1 - GENERAL 1.01 QUALITY ASSURANCE /CONTROL OF INSTALLATION A. Monitor quality control over suppliers, manufacturers, Products, services, site conditions, and workmanship, to produce Work of specified quality. B. Comply fully with manufacturers' instructions, including each step in sequence. C. Should manufacturers' instructions conflict with Contract Documents, request clarification from Engineer before proceeding. D. Comply with specified standards as a minimum quality for the Work except when more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship. E. Perform work by persons qualified to produce workmanship of specified quality. F. Secure Products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion or disfigurement. 1.02 REFERENCES A. Conform to reference standard by date of issue current on date of Owner Bids. B. Should specified reference standards conflict with Contract Documents, request clarification from Owner's Project Representative before proceeding. C. The contractual relationship of the parties to the Contract shall not be altered from the Contract Documents by mention or inference otherwise in any reference document. 1.03 FIELD SAMPLES A. Install field samples at the site as required by specifications Sections for review. B. Acceptable samples represent a quality level for the Work. C. Where field sample is specified in individual Sections to be removed, clear area after field sample has been accepted by Owner's Project Representative. 1.04 MOCK -UP A. Tests will be performed under provisions identified in this section. B. Assemble and erect specified items, with specified attachment and anchorage devices, flashings, seals, and finishes. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT—(C) Issued for Bid March 2013 01 45 00 - 1 C. Where mock -up is specified in individual Sections to be removed, clear area after mock -up has been accepted by Owner's Project Representative. 1.05 INSPECTION AND TESTING LABORATORY SERVICES A. Contractor will appoint, employ, and pay for services of an independent firm to perform inspection and testing. B. The independent firm will perform inspections, tests, and other services specified in individual specification Sections and as required by the Owner. C. Reports will be submitted by the independent firm to the Owner, Contractor, and the Engineer, in duplicate, indicating observations and results of tests and indicating compliance or non- compliance with Contract Documents. D. Cooperate with independent firm; furnish samples of materials, design mix, equipment, tools, storage and assistance as requested. 1. Notify Owner and independent firm 24 hours prior to expected time for operations requiring services. 2. Make arrangements with independent firm and pay for additional samples and tests required for Contractor's use. E. Retesting required because of non - conformance to specified requirements shall be performed by the same independent firm on instructions by the Owner. Payment for retesting will be charged to the Contractor. 1.06 MANUFACTURERS' FIELD SERVICES AND REPORTS A. Submit qualifications of observer to Owner's Project Representative 30 days in advance of required observations. Observer subject to approval of Owner. B. When specified in individual specification Sections, require material or Product suppliers or manufacturers to provide qualified staff personnel to observe site conditions, conditions of surfaces and installation, quality of workmanship, start-up of equipment, test, adjust, and balance of equipment as applicable, and to initiate instructions when necessary. C. Individuals to report observations and site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturers' written instructions. D. Submit report in duplicate within 30 days of observation to Owner's Project Representative for review. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTION City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 01 45 00 - 2 SECTION 01 45 29 TESTING LABORATORY SERVICES PART 1 - GENERAL 1.01 SELECTION AND PAYMENT A. The Contractor shall employ and pay for services of an independent testing laboratory to perform specified inspection and testing. B. Employment of testing laboratory shall in no way relieve Contractor of obligation to perform work in accordance with requirements of Contract Documents. 1.02 QUALITY ASSURANCE A. Comply with requirements of ANSI /ASTM E329 and ANSI/ASTM D3740. B. Laboratory: Authorized to operate in the state in which Project is located. C. Laboratory Staff: Maintain a full time registered Engineer on staff to review services. D. Submittals: The contractor shall submit the name, address and qualifications of selected laboratory for Owner's approval prior to application for first payment. E. Testing Equipment: Calibrated at reasonable intervals with devices of accuracy traceable to either National Bureau of Standards (NBS) Standards or accepted values of natural physical constants. 1.03 LABORATORY RESPONSIBILITIES A. Test samples of mixes submitted by Contractor. B. Provide qualified personnel at site. Cooperate with Owner and Contractor in performance of services. C. Perform specified inspection, sampling, and testing of Products in accordance with specified standards. D. Ascertain compliance of materials and mixes with requirements of Contract Documents. E. Promptly notify Owner and Contractor of observed irregularities or non - conformance of Work or Products. F. Perform additional inspections and tests required by Owner's Project Representative. 1.04 LABORATORY REPORTS A. After each inspection and test, promptly submit two copies of laboratory report to Owner and to Contractor. B. Include: City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT—(C) Issued for Bid March 2013 014529 -1 1. Date issued, 2. Project title and number, 3. Name of inspector, 4. Date and time of sampling or inspection, 5. Identification of product and Specifications Section, 6. Location in the Project, 7. Type of inspection or test, 8. Date of test, 9. Results of tests, 10. Conformance with Contract Documents. C. When requested by Owner, provide interpretation of test results. 1.05 LIMITS ON TESTING LABORATORY AUTHORITY A. Laboratory may not release, revoke, alter, or enlarge on requirements of Contract Documents. B. Laboratory may not approve or accept any portion of the Work. C. Laboratory may not assume any duties of the Contractor. D. Laboratory has no authority to stop the Work. 1.06 CONTRACTOR RESPONSIBILITIES A. Cooperate with laboratory personnel, and provide access to the Work and to manufacturer's facilities. B. Provide incidental labor and facilities to provide access to Work to be tested, to obtain and handle samples at the site or at source of products to be tested, to facilitate tests and inspections, storage and curing of test samples. C. Notify Owner and laboratory 24 hours prior to expected time for operations requiring inspection and testing services. D. Employ services of a separate qualified testing laboratory and pay for additional samples and tests required by Contractor beyond specified requirements. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTION City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT—(C) Issued for Bid March 2013 014529 -2 SECTION 01 50 00 TEMPORARY FACILITIES PART 1 - GENERAL 1.01 SANITARY FACILITIES A. The Contractor shall provide and maintain sanitary accommodations (to include portable toilets) for employees and official site visitors, to comply with the requirements and regulations of the State of Florida, the County Health Department and /or other regulatory agencies. B. Sanitary facilities shall be of reasonable capacity, properly maintained throughout the construction period, and obscured from public view to the greatest practical extent. If toilets of the chemically treated type are used, at least one toilet will be furnished for each 20 men. Contractor shall enforce the use of such sanitary facilities by all personnel at the site. 1.02 BARRICADES AND LIGHTS A. All streets, roads, highways, and other public thoroughfares which are closed to traffic shall be protected by effective barricades on which shall be placed acceptable warning signs. Barricades shall be located at the nearest intersecting public highway or street on each side of the blocked section. B. All open trenches and other excavations shall have suitable barricades, signs, and lights to provide adequate protection to the public. Obstructions such as material piles and equipment shall be provided with similar warning signs and lights. Contractor shall be responsible for public safety within the construction area. C. All barricades and obstructions shall be illuminated with warning lights from sunset to sunrise. Material storage and conduct of the Work on or alongside public streets and highways shall cause the minimum obstruction and inconvenience to the traveling public. All barricades, signs, lights and other protective devices shall be installed and maintained in conformity with applicable statutory requirements and, where within railroad and highway rights -of -way, as required by the authority having jurisdiction thereover. D. Open trenches and other excavations shall not be left open over weekends and holidays, or greater than one calendar day, except during adverse weather conditions. 1.03 PROTECTION OF PUBLIC AND PRIVATE PROPERTY A. Contractor shall protect, shore, brace, support, and maintain all underground pipes, conduits, drains, and other underground construction uncovered or otherwise affected by his construction operations. All pavement, surfacing, driveways, curbs, walks, City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT—(C) Issued for Bid March 2013 01 50 00 - 1 buildings, utility poles, guy wires, fences, and other surface structures affected by construction operations, together with all sod and shrubs in yards and parkings, shall be restored to their original condition, whether within or outside the easement. All replacements shall be made with new materials. 1.04 PARKING A. Contractor shall provide and maintain suitable parking areas for the use of all construction workers and others performing work or furnishing services in connection with the Project, as required to avoid any need for parking personal vehicles where they may interfere with public traffic, Owner's operations, or construction activities. 1.05 DUST CONTROL A. Contractor shall take reasonable measures to prevent unnecessary dust. Earth surfaces subject to dusting shall be kept moist with water. Dusty materials in piles or in transit shall be covered when practicable to prevent blowing. B. Buildings or operating facilities which may be affected adversely by dust shall be adequately protected from dust. Existing or new machinery, motors, instrument panels or similar equipment, shall be protected by suitable dust screens. Proper ventilation shall be included with dust screens. C. Contractor shall employ best management practices as in Section IV Article 38. 1.06 SWEEPING A. The Contractor shall sweep loose material from pavement at the end of each workday. 1.07 POLLUTION CONTROL A. Contractor shall prevent the pollution of drains and watercourses by sanitary wastes, sediment, debris and other substances resulting from construction activities. No sanitary wastes will be permitted to enter any drain or watercourse other than sanitary sewers. No sediment, debris or other substance will be permitted to enter sanitary sewers and reasonable measures will be taken to prevent such materials form entering any drain or watercourse. 1.08 PROJECT SIGN A. Provide sign(s) for the Contract identifying the project and identifying the participants in the development of the project The Project Sign shall be provided and erected in accordance with Section III Article 23. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTION City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT—(C) Issued for Bid March 2013 01 50 00 - 2 SECTION 01 55 00 MAINTENANCE OF TRAFFIC (FDOT SECTION 102) PART 1 - DESCRIPTION 1.01 GENERAL A. Maintain traffic within the limits of the project for the duration of the construction period, including any temporary suspensions of the work. Construct and maintain detours. Provide facilities for access to residences, businesses, etc., along the project. Furnish, install and maintain traffic control and safety devices during construction. Furnish and install work zone pavement markings for maintenance of traffic in construction areas. Provide any other special requirements for safe and expeditious movement of traffic specified on the plans. Maintenance of Traffic (MOT) includes all facilities, devices and operations as required for safety and convenience of the public within the work zone. Do not maintain traffic over those portions of the project where no work is to be accomplished or where construction operations will not affect existing roads. Do not obstruct or create a hazard to any traffic during the performance of the work, and repair any damage to existing pavement open to traffic. Include the cost of any work that is necessary to meet the requirements of the Contract Documents under the MOT pay item, when there is not a pay item provided. PART 2 - MATERIALS 2.01 GENERAL A. All materials must meet FDOT Standard Specifications for Road and Bridge Construction (Redbook), Latest Edition, including but not limited to: 1. Bituminous Adhesive 2. Work Zone Pavement Markings 3. Paint 4. Glass Spheres 5. Temporary Traffic Control Device Materials 6. Retroreflective and Nonreflective Sheeting for Traffic Control Devices 2.02 TEMPORARY TRAFFIC CONTROL DEVICES A. Use only the materials meeting the requirements of FDOT, Design Standards and the MUTCD. 2.03 DETOUR A. Provide all materials for the construction and maintenance of all detours. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT-(C) Issued for Bid March 2013 01 55 00 - 1 1 2.04 COMMERCIAL MATERIALS FOR DRIVEWAY MAINTENANCE A. Provide materials of the type typically used for base, including recycled asphalt pavement material, and having stability and drainage properties that will provide a firm surface under wet conditions. PART 3 - SPECIFIC REQUIREMENTS 3.01 BEGINNING DATE OF CONTRACTOR'S RESPONSIBILITY A. Maintain traffic starting the day work begins on the project or on the first day Contract time is charged, whichever is earlier. 3.02 WORKSITE TRAFFIC SUPERVISOR A. Provide a Worksite Traffic Supervisor in accordance with FDOT Section 105. Provide the Worksite Traffic Supervisor with all equipment and materials needed to set up, take down, maintain traffic control, and handle traffic- related situations. B. Ensure that the Worksite Traffic Supervisor performs the following duties: 1. Performs on site direction of all traffic control on the project. 2. Is on site during all set up and take down, and performs a drive through inspection immediately after set up. 3. Is on site during all nighttime operations to ensure proper Maintenance of Traffic. 4. Immediately corrects all safety deficiencies and does not permit minor deficiencies that are not immediate safety hazards to remain uncorrected for more than 24 hours. 5. Is available on a 24 -hour per day basis and present within 45 minutes after notification of an emergency situation and is prepared to positively respond to repair the work zone traffic control or to provide alternate traffic arrangements. 6. Conducts daily daytime and weekly nighttime inspections of projects with predominately daytime work activities, and daily nighttime and weekly daytime inspections of projects with predominantly nighttime work activities of all traffic control devices, traffic flow, pedestrian, bicyclist, and business accommodations. C. Advise the project personnel of the schedule of these inspections and give them the opportunity to join in the inspection as is deemed necessary. Submit a comprehensive weekly report, using the Owner's currently approved form, to the Engineer detailing the condition of all traffic control devices (including pavement markings) being used. Include assurances in the inspection report that pedestrians are accommodated with a safe travel path around work sites and safely separated from mainline traffic, that existing or detoured bicyclist paths are being maintained satisfactorily throughout the project limits, and that existing businesses in work areas are being provided with adequate entrances for vehicular and pedestrian traffic during business hours. Have City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT—(C) Issued for Bid March 2013 01 55 00 - 2 the Worksite Traffic Supervisor sign the report and certify that all of the above issues are being handled in accordance with the Contract Documents. When deficiencies are found, the Worksite Traffic Supervisor is to note such deficiencies and include the proposed corrective actions, including the date corrected. D. The Owner may disqualify and remove from the project a Worksite Traffic Supervisor who fails to comply with the provisions of this Section. The Owner may temporarily suspend all activities, except traffic, erosion control and such other activities that are necessary for project maintenance and safety, for failure to comply with these provisions. PART 4 - ALTERNATIVE TRAFFIC CONTROL PLAN 4.01 GENERAL A. The Contractor may propose an alternative Traffic Control Plan (TCP) to the plan presented in the Contract Documents. Have the Contractor's Engineer of Record sign and seal the alternative plan. Prepare the TCP in conformance with and in the form outlined in the current version of the Roadway Plans Preparation Manual. Indicate in the plan a TCP for each phase of activities. Take responsibility for identifying and assessing any potential impacts to a utility that may be caused by the alternate TCP proposed by the Contractor, and notify the Owner in writing of any such potential impacts to utilities. B. Engineer's approval of the alternate TCP does not relieve the Contractor of sole responsibility for all utility impacts, costs, delays or damages, whether direct or indirect, resulting from Contractor initiated changes in the design or construction activities from those in the original Contract Specifications, design plans (including traffic control plans) or other Contract Documents and which effect a change in utility work different from that shown in the utility plans, joint project agreements or utility relocation schedules. C. The Owner reserves the right to reject any Alternative Traffic Control Plan. Obtain the Engineer's written approval before beginning work using an alternate TCP. The Engineer's written approval is required for all modifications to the TCP. The Engineer will only allow changes to the TCP in an emergency without the proper documentation. PART 5 - TRAFFIC CONTROL 5.01 STANDARDS A. FDOT Design Standards (DS) are the minimum standards for the use in the development of all traffic control plans. The MUTCD Part VI is the minimum national standard for traffic control for highway construction, maintenance, and utility operations. Follow the basic principles and minimum standards contained in these documents for the design, application, installation, maintenance, and removal of all traffic control devices, warning devices and barriers which are necessary to protect the public and workers from hazards within the project limits. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 01 55 00 - 3 5.02 MAINTENANCE OF ROADWAY SURFACES A. Maintain all lanes that are being used for the maintenance of traffic, including those on detours and temporary facilities, under all weather conditions. Keep the lanes reasonably free of dust, potholes and rutting. Provide the lanes with the drainage facilities necessary to maintain a smooth riding surface under all weather conditions. 5.03 NUMBER OF TRAFFIC LANES A. Maintain one lane of traffic in each direction. Maintain two lanes of traffic in each direction at existing four (or more) lane cross roads, where necessary to avoid undue traffic congestion. Construct each lane used for maintenance of traffic at least as wide as the traffic lanes existing in the area before commencement of construction. Do not allow traffic control and warning devices to encroach on lanes used for maintenance of traffic. B. The Engineer may allow the Contractor to restrict traffic to one -way operation for short periods of time provided that the Contractor employs adequate means of traffic control and does not unreasonably delay traffic. When a construction activity requires restricting traffic to one -way operations, locate the flaggers within view of each other when possible. When visual contact between flaggers is not possible, equip them with 2 -way radios, official, or pilot vehicle(s), or use traffic signals. 5.04 CROSSINGS AND INTERSECTIONS A. Provide and maintain adequate accommodations for intersecting and crossing traffic. Do not block or unduly restrict any road or street crossing the project unless approved by the Engineer. Maintain all existing actuated or traffic responsive mode signal operations for main and side street movements for the duration of the Contract. Restore any loss of detection within 12 hours. Use only detection technology listed on the Owner's Approved Products List (APL) and approved by the Engineer to restore detection capabilities. B. Before beginning any construction, provide the Engineer a plan for maintaining detection devices for each intersection and the name(s) and phone numbers of persons that can be contacted when signal operation malfunctions. 5.05 ACCESS FOR RESIDENCES AND BUSINESSES A. Provide continuous access to all residences and all places of business. 5.06 PROTECTION OF THE WORK FROM INJURY BY TRAFFIC A. Where traffic would be injurious to a base, surface course, or structure constructed as a part of the work, maintain all traffic outside the limits of such areas until the potential for injury no longer exists. 5.07 FLAGGER A. Provide trained flaggers in accordance with FDOT Section 105. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT—(C) Issued for Bid March 2013 01 55 00 - 4 5.08 CONFLICTING PAVEMENT MARKINGS A. Where the lane use or where normal vehicle paths are altered during construction, remove all pavement markings (paint, tape, thermoplastic, raised pavement markers, etc.) that will conflict with the adjusted vehicle paths. Use of paint to cover conflicting pavement markings is prohibited. Remove conflicting pavement markings using a method that will not damage the surface texture of the pavement and which will eliminate the previous marking pattern regardless of weather and light conditions. B. Remove all pavement markings that will be in conflict with "next phase of operation" vehicle paths as described above, before opening to traffic. C. Cost for removing conflicting pavement markings (paint, tape, thermoplastic, raised pavement markers, etc.) to be included in Maintenance of Traffic, Lump Sum. 5.09 VEHICLE AND EQUIPMENT VISIBILITY A. Equip all pickups and automobiles used on the project with a minimum of one Class 2 amber or white warning light that meets the Society of Automotive Engineers Recommended Practice SAE J845 dated March, 1992 or SAE J1318 dated April, 1986 and incorporated herein by reference, that is unobstructed by ancillary vehicle equipment such as ladders, racks or booms. If the light is obstructed, additional lights will be required. The lights shall be operating when a vehicle is in a work area where a potential hazard exists, when operating the vehicle at less than the average speed for the facility while performing work activities, making frequent stops or called for in the plans or Design Standards. B. Equip all other vehicles and equipment with a minimum of 4 ft' of reflective sheeting or flashing lights. C. To avoid distraction to motorists, do not operate the lights on the vehicles or equipment when the vehicles are outside the clear zone or behind a barrier. 5.10 NO WAIVER OF LIABILITY A. Conduct operations in such a manner that no undue hazard results due to the requirements of this Article. The procedures and policies described herein in no way acts as a waiver of any terms of the liability of the Contractor or his surety. PART 6 - DETOURS 6.01 GENERAL A. Construct and maintain detour facilities wherever it becomes necessary to divert traffic from any existing roadway or bridge, or wherever construction operations block the flow of traffic. 6.02 CONSTRUCTION A. Plan, construct, and maintain detours for the safe passage of traffic in all conditions of weather. Provide the detour with all facilities necessary to meet this requirement. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT—(C) Issued for Bid March 2013 01 55 00 - 5 B. Where the plans call for the Owner to furnish detour bridge components, construct the pile bents in accordance with the plans, unless otherwise authorized by the Engineer. C. Submit a letter with the following: company name, phone number, office address, project contact person, project number, detour bridge type, bridge length, span length, location and usage time frames, to the Engineer at least 30 calendar days before the intended pick -up date, to obtain the storage facility location and list of components for the project. Upon receipt of letter, the Engineer will, within ten calendar days provide an approved material list to the Contractor and the appropriate Owner storage yard. D. Provide a letter with an original company seal, identifying the representative with authority to pick up components, to the Engineer at least ten calendar days before the proposed pick -up date. The Owner is not obligated to load the bridge components without this notice. Take responsibility and sign for each item loaded at the time of issuance. E. Provide timber dunnage, and transport the bridge components from the designated storage facility to the job site. Unload, erect, and maintain the bridge, then dismantle the bridge and load and return the components to the designated storage facility. F. Notify the Engineer in writing at least ten calendar days before returning the components. Include in this notice the name of the Contractor's representative authorized to sign for return of the bridge components. The yard supervisor is not obligated to unload the bridge components without this notice. G. The Owner will provide equipment and an operator at the Owner's storage facility to assist in loading and unloading the bridge components. Furnish all other labor and equipment required for loading and unloading the components. H. The Owners representative will record all bridge components issued or returned on the Detour Bridge Issue and Credit Ticket. The Tickets must be signed by a Owner and Contractor representative, after loading or unloading each truck to document the quantity and type of bridging issued or returned. I. Bind together all bridge components to be returned in accordance with the instructions given by the storage facility. The yard supervisor will repack components that are not packed in compliance with these instructions. Upon request, written packing instructions will be made available to the Contractor, before dismantling of the bridge for return to the Owner's storage facility. J. Assume responsibility for any shortage or damage to the bridge components. Monies due the Contractor will be reduced at the rate of $35.00 per hour plus materials for repacking, repairs or replacement of bridge components. K. The skid resistance of open steel grid decking on the detour bridge may decrease gradually after opening the bridge to traffic. The Owner will furnish a pneumatic floor scabbier machine for roughening the roadway surface of the detour bridge decking. Provide an air compressor at the job site with 200 ft' /minute capacity, 90 psi air pressure for the power supply of the machine, and an operator. Transport the scabbier machine to and from the Owner's Structures Shop. Repair any damage to the scabbier machine caused by operations at no expense to the Owner. Perform City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT—(C) Issued for Bid March 2013 01 55 00 - 6 1 1 1 1 scabbling when determined necessary by the Engineer. The Owner will pay for the cost of scabbling as Unforeseeable Work in accordance with 4 -4. L. Return the bridge components to the designated storage facility beginning no later than ten calendar days after the date the detour bridge is no longer needed, the date the new bridge is placed in service, or the date Contract Time expires, whichever is earliest. Return the detour bridging at an average of not less than 200 feet per week. Upon failure to return the bridge components to the Owner within the time specified, compensate the Owner for the bridge components not returned at the rate of $5.00 per 10 feet, per day, per bridge, for single lane; and $10.00 per 10 feet, per day, per bridge, for dual lane until the bridge components are returned to the Owner. 6.03 CONSTRUCTION METHODS A. Select and use construction methods and materials that provide a stable and safe detour facility. Construct the detour facility to have sufficient durability to remain in good condition, supplemented by maintenance, for the entire period that the detour is required. 6.04 REMOVAL OF DETOURS A. Remove detours when they are no longer needed and before the Contract is completed. Take ownership of all materials from the detour and dispose of them, except for materials, which might be on loan from the Owner with the stipulation that they are returned. 6.05 DETOURS OVER EXISTING ROADS AND STREETS A. When the Owner specifies that traffic be detoured over roads or streets outside the project area, do not maintain such roads or streets. However, maintain all signs and other devices placed for the purpose of the detour. 6.06 OPERATION OF EXISTING MOVABLE BRIDGES A. The Owner will maintain and operate existing moveable bridges that are to be removed by the Contractor until such time as they are closed to traffic. During this period, make immediate repairs of any damage to such structures caused by use or operations related to the work at no expense to the Owner, but do not provide routine repairs or maintenance. In the event that use or operations result in damage to a bridge requiring repairs, give such repairs top priority to any equipment, material, or labor available. PART 7 - TRAFFIC CONTROL OFFICER A. Provide uniformed law enforcement officers, including marked law enforcement vehicles, to assist in controlling and directing traffic in the work zone when the following types of work is necessary on projects: 1. Traffic control in a signalized intersection when signals are not in use. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 01 55 00 - 7 2. When Standard Index No. 619 is used on Interstate at nighttime and required by the plans. 3. When pacing /rolling blockade specification is used. PART 8 - DRIVEWAY MAINTENANCE 8.01 GENERAL A. Ensure that each residence and or business has safe, stable, and reasonable access. 8.02 CONSTRUCTION METHODS A. Place, level, manipulate, compact, and maintain the material, to the extent appropriate for the intended use. B. As permanent driveway construction is accomplished at a particular location, the Contractor may salvage and reuse previously placed materials that are suitable for reuse on other driveways. PART 9 - TEMPORARY TRAFFIC CONTROL DEVICES 9.01 INSTALLATION AND MAINTENANCE A. Install and maintain temporary traffic control devices as detailed in the plans, Index 600 of the Design Standards and when applicable, in accordance with the approved vendor drawings, as provided on the Qualified Products List (QPL). Erect the required temporary traffic control devices to prevent any hazardous conditions and in conjunction with any necessary traffic re- routing to protect the traveling public, workers, and to safeguard the work area. Use only those devices that are on the QPL or the Approved Products List (APL). Immediately remove or cover any devices that do not apply to existing conditions. B. All temporary traffic control devices must meet the requirements of National Cooperative Highway Research Program Report 350 (NCHRP 350) and current FHWA directives. Manufacturers seeking evaluation must furnish certified test reports showing that their product meets all test requirements set forth by NCHRP 350. Manufacturers seeking evaluation of Category I devices for inclusion on the QPL shall include the manufacturer's self - certification letter. Manufacturer's seeking evaluation of Category II and III devices for inclusion on the QPL shall include the FHWA WZ numbered acceptance letter with attachments and vendor drawings of the device in sufficient detail to enable the Engineer to distinguish between this and similar devices. For devices requiring field assembly or special site preparation, vendor drawings shall include all field assembly details and technical information necessary for proper application and installation and must be signed and sealed by a Professional Engineer registered in the State of Florida. Manufacturers seeking evaluation of Category IV devices for inclusion on the QPL must comply with the requirements of FDOT Section 990 and include detailed vendor drawings of the device along with technical information necessary for proper application, field assembly and installation. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 01 55 00 - 8 C. Ensure that the QPL number is permanently marked on the device at a readily visible location. D. Notify the Engineer of any scheduled operation, which will affect traffic patterns or safety, sufficiently in advance of commencing such operation to permit his review of the plan for the proposed installation of temporary traffic control devices. E. Ensure an employee is assigned the responsibility of maintaining the position and condition of all temporary traffic control devices throughout the duration of the Contract. Keep the Engineer advised at all times of the identification and means of contacting this employee on a 24 -hour basis. F. Keep temporary traffic control devices in the correct position, properly directed, clearly visible and clean, at all times. Ensure that all traffic control devices meet acceptable standards as outlined in American Traffic Safety Services Association (ATSSA's) "Quality Standards for Work Zone Traffic Control Devices ". Immediately repair, replace or clean damaged, defaced or dirty devices. 9.02 WORK ZONE SIGNS A. Provide signs in accordance with the plans and Design Standards. Meet the requirements of FDOT Section 700 -2.6 and FDOT Section 700 -5.5. Provide Federal Highway Administration's (FHWA) accepted sign substrate for use with accepted sign stands on the National Highway System (NHS) under the provisions of the National Cooperative Highway Research Program (NCHRP) Report 350 "Recommended Procedures for the Safety Performance Evaluation of Highway Features." 9.03 BUSINESS SIGNS A. Provide and place signs in accordance with the plans and Design Standards. Meet the sign background sheeting requirements of FDOT Section 700. Furnish signs having a Type III reflectorized blue background with a 4 inches series B white legend and a white border. The maximum sign size is 24 by 36 inches. B. Use signs with specific business names on each sign. Install logos provided by business owners and approved by the Engineer. Standard Business entrance signs meeting the requirements of Index 17355 without specific business names may be used only with the approval of the Engineer. 9.04 HIGH INTENSITY FLASHING LIGHTS A. Furnish Type B lights in accordance with the plans and Design Standards. 9.05 WARNING /CHANNELIZING DEVICES A. Furnish warning /channelizing devices in accordance with the plans and Design Standards. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT-(C) Issued for Bid March 2013 01 55 00 - 9 9.06 REFLECTIVE COLLARS FOR TRAFFIC CONES A. Use cone collars at night designed to properly fit the taper of the cone when installed. Place the upper 6 inches collar a uniform 3 1/2 inch distance from the top of the cone and the lower 4 inch collar a uniform 2 inch distance below the bottom of the upper 6 inch collar. Ensure that the collars are capable of being removed for temporary use or attached permanently to the cone in accordance with the manufacturer's recommendations. Provide a white sheeting having a smooth outer surface and that has the property of a retroreflector over its entire surface. 9.07 BARRIER WALL (TEMPORARY) A. Furnish, install, maintain, remove and relocate a temporary barrier wall in accordance with the plans. Ensure that temporary concrete barrier wall for use on roadway sections, complies with FDOT Section 521 and Index Nos. 412, 414 or 415 as specified in the plans. Ensure that temporary concrete barrier wall for use on bridge and wall sections, complies with Index No 414 as specified in the plans. Ensure that temporary water filled barrier wall used on roadway sections meet the NCHRP Report 350 criteria and is listed on the Qualified Products List (QPL). Barriers meeting the requirements of Index Nos. 412, 415 or temporary water filled barriers on the QPL will not be accepted as an alternate to barriers meeting the requirements of Index No. 414. 9.08 GLARE SCREEN (TEMPORARY) A. Furnish, install, maintain, remove and relocate glare screen systems in conjunction with temporary barrier wall at locations identified in the plans. B. Ensure the anchorage of the glare screen to the barrier is capable of safely resisting an equivalent tensile load of 600 lb /ft of glare screen, with a requirement to use a minimum of three fasteners per barrier section. C. When glare screen is utilized on temporary barrier wall, warning lights will not be required. 9.09 TEMPORARY VEHICLE IMPACT ATTENUATOR (CRASH CUSHION) (REDIRECT /INERTIA) A. Furnish, install, maintain and subsequently remove temporary vehicular impact attenuators in accordance with the details and notes shown in the plans, the Design Standards, and requirements of the pre- approved alternatives listed on the QPL. Maintain the attenuators until their authorized removal. Repair all attachment scars to permanent structures and pavements after attenuator removal. Make necessary repairs due to defective material, work, or Contractor operations at no cost to the Owner. Restore attenuators damaged by the traveling public within 24 hours after notification as authorized by the Engineer. 9.10 GUARDRAIL (TEMPORARY) A. Furnish guardrail (temporary) in accordance with the plans and Design Standards. Meet the requirements of FDOT Section 536. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 01 55 00 - 10 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 9.11 ADVANCE WARNING ARROW PANEL A. Furnish advance warning panels that meet the requirements of Section 990 as required by the plans and Design Standards to advise approaching traffic of lane closures or shoulder work. 9.12 PORTABLE CHANGEABLE (VARIABLE) MESSAGE SIGN (PCMS) A. Furnish changeable (variable) message signs that meet the requirements of FDOT Section 990 as required by the plans and Design Standards to supplement other temporary traffic control devices used in work zones. B. A truck mounted PCMS may be used as a stand alone maintenance of traffic device only when used for accident or incident management situations as defined in the MUTCD and is listed on the APL. 9.13 PORTABLE REGULATORY SIGNS (PRS) A. Furnish portable regulatory signs that meet the requirements of FDOT Section 990 as required by the plans and Design Standards. B. Activate portable regulatory signs only during active work activities and deactivate when no work is being performed. 9.14 RADAR SPEED DISPLAY UNIT (RSDU) A. Furnish radar speed display units that meet the requirements of FDOT Section 990 as required by the plans and Design Standards to inform motorists of the posted speed and their actual speed. B. Activate the radar speed display unit only during active work activities and deactivate when no work is being performed. 9.15 TEMPORARY TRAFFIC CONTROL SIGNALS A. Furnish, install and operate temporary traffic control signals as indicated in the plans. Temporary traffic control signals will consist of either portable or fixed traffic signals. B. Provide portable traffic signals that meet the requirements of the Design Standards, FDOT Section603 -2 and are listed on the APL. The Engineer may approve used signal equipment if it is in acceptable condition. 9.16 TEMPORARY TRAFFIC DETECTION TECHNOLOGY A. Furnish, install and operate Temporary Traffic Detection Technology listed on the Owner's APL and approved by the Engineer to restore detection capabilities. 9.17 TRUCKS AND TRUCK MOUNTED IMPACT ATTENUATORS A. Furnish, install and maintain only those attenuators that meet the requirements of NCHRP 350. Include the cost of trucks and truck mounted impact attenuators in MOT. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT-(C) Issued for Bid March 2013 01 55 00 - 11 B. Use Truck Mounted Attenuators (TMA), when called for in the Design Standards. Limit TMA's to those items listed on the QPL. C. Use truck mounted attenuator systems designed and installed in accordance with the manufactures recommendations. D. Equip the TMA cartridge with lights and reflectors in compliance with applicable Florida motor vehicle laws, including turn signals, dual tail lights, and brake lights. Ensure that lights are visible in both the raised and lowered positions if the unit is capable of being raised. E. Ensure that the complete unit is painted DOT yellow (Fed. Std. 595 b, No. 13538). Stripe the rear facing of the cartridge in the operating position with the alternating 6 inch white and 6 inch safety orange 45 degree striping to form an inverted "V" at the center of the unit and slope down and toward the outside of the unit, in both directions from the center. Ensure the bottom of the cartridge has the same pattern, covering the entire bottom, with 6 inch white and 6 inch safety orange stripes. Use Type III reflectorized sheeting for striping. F. The trucks and truck mounted impact attenuators will not be paid for separately, but will be included in the cost of Maintenance of Traffic. Payment includes all costs, including furnishing, maintaining and removal when no longer required, and all materials, labor, tools, equipment and incidentals required for attenuator maintenance. PART 10 - WORK ZONE PAVEMENT MARKING 10.01 DESCRIPTION A. Furnish and install Work Zone Pavement Markings for maintenance of traffic in construction areas and in close conformity with the lines and details shown on the plans. Meet the requirements of FDOT Section 710 -4.3. B. Use pavement marking materials that contain no lead or chromium compounds. Manufacturers seeking product approval must furnish certified test reports showing the Work Zone Pavement Marking material meets the requirements of this Section. C. Centerlines, lane lines, edgelines, stop bars and turn arrows in work zones will be required in accordance with the MUTCD with the following additions: 1. Install edgelines on paved shoulders. 2. Place edgelines on all detours where vehicle paths are altered from normal operations and where a lane is narrowed from its normal width for any reason. 3. Apply Work Zone Pavement Markings, including arrows and messages as determined by the Engineer to be required for the safe operation of the facility, before the end of the day if the highway is open to traffic. Channelizing devices may be used to direct traffic during the day before placing the Work Zone Pavement Markings. 4. Work Zone Pavement Markings shall be water borne paint, unless otherwise identified in the plans or approved by the Engineer. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 01 55 00 - 12 D. The most common types of Work Zone Pavement Markings are water borne paint and removable tape. Other types of Work Zone Pavement Markings may be identified in the plans. 10.02 REMOVABLE TAPE A. GENERAL 1. Use removable tape listed on the Qualified Products List (QPL) and meeting the requirements of FDOT Section 990 -5. B. APPLICATION 1. Apply removable tape with a mechanical applicator to provide pavement lines that are neat, accurate and uniform. Equip the mechanical applicator with a film cut -off device and with measuring devices that automatically and accumulatively measure the length of each line placed within an accuracy tolerance of ±2 %. Ensure removable tape adheres to the road surface. Removable tape may be placed by hand on short sections 500 feet or less if it is done in a neat accurate manner. C. RETROREFLECTIVITY 1. Apply white and yellow traffic stripes and markings that will attain an initial retroreflectivity of not less than 300 mcd /lx•mz for white and contrast markings and not less than 250 mcd /lx•m2 for yellow markings. Black portions of contrast tapes and black masking tapes must be non - reflective and have a reflectance of less than 5 mcd /lx mz. The retroreflectance of the white, yellow and contrast pavement markings at the end of the six month service life shall not be less than 150 mcd /1x•m2. D. REMOVABILITY 1. Provide removable tape capable of being removed from bituminous concrete and portland cement concrete pavement intact or in substantially large strips, either manually or by a mechanical roll -up device, at temperatures above 40 °F, without the use of heat, solvents, grinding or blasting. Ensure that the manufacturer shows documented reports that the removable tape meets this requirement after being in place for a minimum of 90 days and under an average daily traffic count per lane of at least 9,000 vehicles per day. 10.03 WORK ZONE RAISED PAVEMENT MARKERS (WZRPM'S) A. Apply all markers in accordance with the Design Standards, Index No. 600. 10.04 PAINT AND GLASS BEADS A. Meet the requirements of FDOT Section 710. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 01 55 00 - 13 PART 11 - METHOD OF MEASUREMENT 11.01 GENERAL A. Devices installed /used on the project on any calendar day or portion thereof, within the allowable Contract Time, including time extensions which may be granted, will be paid for at the Contract unit price for the applicable pay item, except those paid for as Lump Sum. 11.02 TRAFFIC CONTROL OFFICERS A. The quantity to be paid for will be at the Contract unit price per hour (4 hour minimum) for the actual number of officers certified to be on the project site, including any law enforcement vehicle(s) and all other direct and indirect costs. Payment will be made only for those traffic control officers specified in the Plans and authorized by the Engineer. 11.03 SPECIAL DETOURS A. When a detour facility is specifically detailed in the plans, or is otherwise described or detailed as a special item, and an item for separate payment is included in the proposal, the work of constructing, maintaining, and subsequently removing such detour facilities will be paid for separately. Traffic control devices, warning devices, barriers, signing, and pavement markings for Special Detours will also be paid for separately. B. When the plans show more than one detour, each detour will be paid for separately, at the Contract lump sum price for each. C. Where a separate item for a specific detour facility is included in the proposal, payment will be made under Special Detour. 11.04 COMMERCIAL MATERIAL FOR DRIVEWAY MAINTENANCE A. The quantity to be paid for will be the certified volume, in cubic yards, of all materials authorized by the Engineer, acceptably placed and maintained for driveway maintenance. The volume, which is authorized to be reused, and which is acceptably salvaged, placed, and maintained in other designated driveways will be included again for payment. 11.05 WORK ZONE SIGNS A. The number of signs (Temporary Regulatory, Warning and Guide) certified as installed /used on the project will be paid for at the Contract unit price for Work Zone Signs. When multiple signs are located on single or multiple post(s), each sign panel will be paid individually. Signs greater than 20 ft2 and detailed in the plans will be paid for under Lump Sum MOT. B. Portable signs (excluding Mesh signs and signs mounted with less thanl foot ground clearance) and Vehicular Mounted Signs will be included for payment under work zone signs, only if used in accordance with the Design Standards. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 01 55 00 - 14 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11.06 BUSINESS SIGNS A. The number of business signs certified as installed /used on the project will be paid for at the Contract unit price for Business Signs. 11.07 HIGH INTENSITY FLASHING LIGHTS A. The number of high intensity flashing lights (Type B) certified as installed /used on the project will be paid for at the Contract unit price for High Intensity Flashing Lights (Temporary - Type B). 11.08 WARNING /CHANNELIZING DEVICES A. The number of Type I, Type II, Type III, Vertical Panel and Drum Warning Devices certified as installed /used on the project meeting the requirements of Design Standards, Index No. 600 and have been properly maintained will be paid for at the Contract unit prices for Barricade (Temporary). 11.09 BARRIER WALL (TEMPORARY) A. The Contract unit price for Barrier Wall (Temporary) will be full compensation for furnishing, installing, maintaining, and removing the barrier wall. When called for, the Contract unit price for Barrier Wall (Temporary /Relocate) will be full compensation for relocating the barrier. The certified quantity to be paid for will be determined by the number of sections times the nominal length of each section. 11.10 LIGHTS, TEMPORARY, BARRIER WALL MOUNT A. The number of Type C Steady Burn lights, mounted on barrier wall, certified as installed /used on the project, meeting the requirements of the Design Standards and have been properly maintained will be paid for at the Contract unit price for Lights Temporary, Barrier Wall Mount. 11.11 GLARE SCREEN (TEMPORARY) A. The certified quantity to be paid for will be determined by the number of sections times the nominal length of each section. 11.12 TEMPORARY VEHICULAR IMPACT ATTENUATOR A. REDIRECTIVE 1. The quantity to be paid for will be the number of Temporary Vehicular Impact Attenuators (Redirective) certified as installed /used and maintained on the project, including object marker. B. INERTIA 1. The quantity to be paid for will be the number of Temporary Vehicular Impact Attenuators (Inertia) complete arrays certified as installed /used and maintained in accordance with the plans and Design Standards, Index No. 417. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 01 55 00 - 15 11.13 TEMPORARY GUARDRAIL A. The quantity to be paid for will be the length, in feet, of temporary guardrail constructed and certified as installed /used on the project. The length of a run of guardrail will be determined as a multiple of the nominal panel lengths. 11.14 ADVANCE WARNING ARROW PANEL A. The quantity to be paid at the contract unit price will be for the number of advance warning arrow panels certified as installed /used on the project on any calendar day or portion thereof within the contract time. 11.15 CHANGEABLE (VARIABLE) MESSAGE SIGN A. The quantity to be paid at the contract unit price will be for the number of changeable (variable) message signs certified as installed /used on the project on any calendar day or portion thereof within the contract time. Payment will be made for each Changeable (Variable) message sign that is used during the period beginning fourteen working days before Contract Time begins as authorized by the Engineer. 11.16 PORTABLE REGULATORY SIGNS A. The quantity to be paid for will be the number of portable regulatory sign certified as installed /used on the project on any calendar day or portion thereof within the contract time, will be paid for the contract unit price for portable regulatory sign. 11.17 RADAR SPEED DISPLAY UNIT A. The quantity to be paid for will be the number of radar speed display units certified as installed /used on the project on any calendar day or portion thereof within the contract time, will be paid for the contract unit price for radar speed display unit. 11.18 TEMPORARY TRAFFIC CONTROL SIGNALS A. The quantity of Temporary Traffic Control Signals to be paid for will be the number of completed installations (each signalized location) of portable traffic signals, or the number of fixed traffic signals in place and operating on the project, as authorized by the Engineer and certified as in place and in operation on the project. 11.19 TEMPORARY TRAFFIC DETECTION TECHNOLOGY A. The quantity of Temporary Traffic Detection Technology to be paid for will be the number of completed and accepted intersections utilizing Temporary Traffic Detection Technology, authorized by the Engineer and certified as completed on the project. Compensation will begin the day Temporary Traffic Detection Technology is placed into operation and approved by the Engineer and will end the day the permanent detection is operational and approved by the Engineer. 11.20 WORK ZONE PAVEMENT MARKINGS A. The quantities, furnished and installed, to be paid for will be the length of skip and solid pavement markings, and the area of pavement markings placed as follows: City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 01 55 00 - 16 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1. The total transverse distance, in feet, of skip pavement marking authorized and acceptably applied. The length of actual applied line will depend on the skip ratio of the material used. Measurement will be the distance from the beginning of the first stripe to the end of the last stripe with proper deductions made for unpainted intervals as determined by plan dimensions or stations, subject to 9 -1.3. 2. The net length, in feet, of solid pavement marking authorized and acceptably applied. 3. The number of directional arrows or pavement messages authorized and acceptably applied. 4. The number of WZRPM's authorized and acceptably applied. PART 12 - SUBMITTALS 12.01 SUBMITTAL INSTRUCTIONS A. Prepare a certification of quantities, using the Owner's current approved form, for certified Maintenance of Traffic payment items for each project in the Contract. Submit the certification of quantities to the Engineer. The Owner will not pay for any disputed items until the Engineer approves the certification of quantities. 12.02 CONTRACTOR'S CERTIFICATION OF QUANTITIES A. Request payment by submitting a certification of quantities no later than Twelve O'clock noon Monday after the estimate cut -off date or as directed by the Engineer, based on the amount of work done or completed. Ensure the certification consists of the following: 1. Contract Number, FPID Number, Certification Number, Certification Date and the period that the certification represents. 2. The basis for arriving at the amount of the progress certification, less payments previously made and less an amount previously retained or withheld. The basis will include a detail breakdown provided on the certification of items of payment in accordance with Part 13. After the initial setup of the maintenance of traffic items and counts, the interval for recording the counts will be made weekly on the certification sheet unless there is a change. This change will be documented on the day of occurrence. Some items may necessitate a daily interval of recording the counts. END OF SECTION City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 1 0-0039-UT—(C) Issued for Bid March 2013 01 55 00 - 17 THIS PAGE LEFT BLANK INTENTIONALLY City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 01 55 00 - 18 SECTION 02 02 60 TOPSOILING AND FINISHED GRADING PART 1 - GENERAL 1.01 TOPSOILING AND FINISHED GRADING A. General: 1. Furnish all labor, materials, tools, equipment, and services for all topsoiling and finished grading, as indicated, in accord with provisions of Contract Documents. 2. Completely coordinate with work of all other trades. 3. Although such work is not specifically indicated, furnish and install all supplementary or miscellaneous items, appurtenances and devices incidental to or necessary for a sound, secure and complete installation. 4. See Section III for General Requirements. B. Location of work: All areas within limits of grading and all areas outside limits of grading which are disturbed in the course of the work. 1.02 QUALITY ASSURANCE A. Finish grading tolerance: 0.1 feet plus /minus from required elevations. 1.03 SUBMITTALS A. Section III, 6.1 1.1 — Shop Drawings. B. Project data: Test reports for finished topsoil. 1.04 JOB CONDITIONS A. Verify amount of topsoil stockpiled and determine amount of additional topsoil, if necessary to complete work. PART 2 - PRODUCTS 2.01 MATERIALS A. Topsoil: Original surface soil typical of the area, capable of supporting native plant growth. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 02 02 60 - 1 1. Use existing topsoil stockpiled. 2. If amount of topsoil stockpiled is less than amount necessary for the work, furnish all additional topsoil required. PART 3 - EXECUTION 3.01 ROUGH GRADE REVIEW A. Rough grading reviewed by Owner. 3.02 PREPARATION A. Correct, adjust and /or repair rough graded areas. 1. Cut off mounds and ridges. 2. Fill gullies and depressions. 3. Perform other necessary repairs. 4. Bring all sub - grades to specified contours, even and properly compacted. B. Loosen surface to depth of 2- inches, minimum. C. Remove all stones and debris over 2- inches in any dimension. 3.03 PLACING TOPSOIL A. Do not place topsoil when subgrade is either wet or frozen enough to cause clodding. B. Spread topsoil to compacted depth of 4- inches for all disturbed earth areas. C. Make finished surface free of stones, sticks, or other material 1 -inch or more in any dimension. D. Make finished surface smooth and true to required grades. E. Restore areas occupied by stockpiles to condition of rest of finished work. 3.04 ACCEPTANCE A. Upon completion of topsoiling, obtain Engineer's acceptance of grade and surface. B. Make test holes where directed, to verify proper placement and thickness of topsoil. END OF SECTION City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 02 02 60 - 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SECTION 02 07 64 TELEVISION INSPECTION PART 1 - GENERAL 1.01 SCOPE OF WORK A. There are two sections of pipeline to be inspected. The first section of 1 6 -inch potable water main to be inspected starts from Sta. 540 +22.22 on Sheet C07 and runs south along Martin Luther King Jr Ave, east along Woodlawn St, south along Washington Ave, east along Belleair Rd and ends at the intersection of Belleair Rd and Beverly Dr at Sta. 40 +22 on Sheet C24. The second section of 1 6 -inch potable water main to be inspected starts from Sta. 681 +00 on Sheet C60 and runs north until it crosses Gulf -to -Bay Blvd. on Sheet C63. B. The designated sections of potable water main shall be visually inspected by means of a closed- circuit television. The inspection will be done one section at a time and the section being inspected will be suitably isolated from the remainder of the water line as required. C. Video recordings shall be made of the television inspections and both copies of the recordings and printed inspection logs shall be supplied to the Owner. PART 2 - PRODUCTS 2.01 MATERIALS A. The television camera used for the inspection shall be one specifically designed and constructed for such inspection. Lighting for the camera shall be suitable to allow a clear picture for the entire periphery of the pipe. The camera shall be operative in 100 percent humidity conditions. The camera, television monitor and other components of the video system shall be capable of producing a minimum 500 line resolution video picture. Picture quality and definition shall be to the satisfaction of the Engineer. The Lighting System shall minimize reflective glare. PART 3 - EXECUTION 3.01 PERFORMANCE A. The camera shall be moved through the line in either direction at a uniform rate, stopping when necessary to insure proper documentation of the water main's condition but in no City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT--(C) Issued for Bid March 2013 02 07 64 - 1 case will the television camera be pulled at a speed greater than 30 fpm. Manual winches, power winches, TV cable and powered rewinds or other devices that do not obstruct the camera view or interfere with proper documentation of the water main conditions shall be used to move the camera through the water main. If, during the inspection operation the television camera will not pass through the pipeline section, the Contractor shall re -set up his/her equipment in a manner so that the inspection can be performed from another insertion point. If, again, the camera fails to pass through the entire section, the Contractor shall remove the obstruction by excavation and replacement of that section of pipe as specified herein. B. Whenever non - remote powered and controlled winches are used to pull the television camera through the line, telephones, radios, or other suitable means of communication shall be set up between the insertion and exit pits of the section being inspected to ensure that good communications exist between members of the crew. C. The accuracy of the measurements cannot be stressed too strongly. Measurement for location of defects and /or service connections shall be above ground by means of a meter device. Measurement meters will be accurate to two tenths of a foot over the length of the section being inspected. Accuracy of the measurement meters shall be checked daily by use of a walking meter, roll -a -tape or other suitable device. D. Documentation of the television results shall be as follows: 1. Television Inspection Logs a. Printed location records shall be kept by the Contractor and will clearly show the location and stationing per Construction plans baselines ofeach defect or service connection discovered. In addition, other data of significance including the locations of building and house service connections, joints, unusual conditions, presence of scale and corrosion and other discernible features will be recorded and a copy of such records will be supplied to both the Owner and the Engineer. 2. Video recordings of the data on the television monitor shall be made by the Contractor copies of which, in a DVD format, shall be provided to the Owner. END OF SECTION City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 020764 -2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SECTION 02 41 00 DEMOLITION PART 1 - GENERAL 1.01 SCOPE OF WORK A. The Contractor shall furnish all labor, materials, equipment and services necessary to complete all demolition work as shown on the Drawings and as specified herein. 1.02 STRUCTURES, PIPING AND EQUIPMENT DEMOLITION A. Unless otherwise directed in the Contract Documents, the Contractor shall: 1. Demolish, remove, and properly dispose of the structures /piping /equipment. 2. The Contractor shall also be responsible for providing the Owner with any and all paperwork associated with the cleaning, demolition, or disposal of the structures /piping /equipment that is requested or required for the Owner's records. 1.03 PROTECTION OF PROPERTIES A. Protection of Public Utilities 1. The Contractor shall not damage existing fire hydrants, street, lights, power poles, telephone poles, fire alarm boxes, wire cables, pole guys, underground utilities or other appurtenances in the vicinity of the demolition sites. The Contractor shall pay for temporary relocation of utilities, which are relocated at the Contractor's request for his convenience. B. Protection of Adjacent Property 1. The Contractor shall not damage or cause to be damaged any public right -of- way, structures, parking lots, drives, streets, sidewalks, utilities, pools, lawns or any other property adjacent to project sites for demolition whether or not the property is scheduled for future demolition. The Contractor shall provide such sheeting and shoring as required to protect adjacent structures during demolition. Care must also be taken to prevent the spread of dust and flying particles. 1.04 RISK LOSS A. The Contractor shall accept the site in its present condition and shall inspect the site for its character and the type of structures to be demolished. The Owner assumes no responsibility for the condition of existing buildings, structures, and other property within the demolition area, or the condition of the property before or after the solicitation of proposals. No adjustment of proposal price or allowance for any change in conditions that may occur after the execution of contract will be allowed. 1.05 PERMITS AND FEES A. The Contractor shall obtain all the necessary permits and pay all fees that may be required in conjunction with the demolition work. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 02 41 00 - 1 PART 2 - PRODUCTS (NOT USED) PART 3 EXECUTION 3.01 DEMOLITION MATERIALS A. The Contractor may recycle demolition debris at a licensed or permitted recycling center. B. However, all other debris must be disposed of at a licensed or permitted disposal facility. 3.02 DISPOSAL OF DEMOLITION DEBRIS AND SOLID WASTE A. All materials, rubbish, and trash shall be removed from the demolition area leaving the demolition area free of debris. Any cost incurred by the Owner in cleaning up such materials and debris left behind shall be deducted from funds due the Contractor under this contract. B. All debris and solid waste shall be delivered by the Contractor to an approved disposal facility licensed in accordance with state and /or local regulations, laws, and zoning. The Contractor shall be responsible to pay all fees for waste disposal. The Contractor shall submit to the Owner, or his designated representative copies of all disposal tickets for each structure demolished, where available, which identify the specific address of the origin of the debris associated with each ticket. The cost of all fees shall be considered incidental to the demolition. C. All debris and solid waste shall be cleaned and disposed of in accordance with federal and FDEP regulations. The Contractor and any sub - contractors involved with the disposal of the waste sewage material or equipment/structures associated with sewage material must attend a meeting with the Owner, the Engineer, and FDEP prior to any cleaning or disposal of waste sewage material or process equipment/structures. D. All materials and equipment resulting from this work shall become the property of the Contractor, and shall be removed from the premises at once. 3.03 BACKFILL, GRADING, AND CLEAN UP A. When site conditions permit, as determined by the Owner, or his designated representative, on -site soil shall be used as backfill material. The top 9 -12 inches of topsoil within the limits of construction may be stripped and stockpiled on site for use as final topsoil and grading material. If adequate topsoil, is not available on site, the Contractor shall bring in enough topsoil from off-site to place a minimum 8 -inch cover on the entire site. Excess excavation materials shall be removed from the site. Topsoil material shall not be permitted as deep fill materials. Any borrow or fill material shall be approved by the Owner, or his designated representative before and during the placing of the material. All depressions on the property shall be filled, compacted, and graded to uniform slope with adequate drainage. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 02 41 00 - 2 1. All excavations shall be backfilled with acceptable material and compacted according to the requirements of Specifications 5, 14 and 41 of Section IV — Technical Specifications and Section 31 00 00 I Section IVa — Supplementary Technical Specifications or as applicable per City standards. B. All additional fill material shall be of equal quality to the soil adjacent to the excavation, and free of rubble or organic matter. The Contractor shall provide for a minimum depth of 8 inches of topsoil over the excavated area. There shall be no payment for additional fill material, which shall be considered incidental to the demolition bid price. Additional fill material shall be acceptable fill material that meets the requirements of Specification 14 of Section IV — Technical Specifications. C. The Contractor shall employ hand labor where the use of power machinery is unsafe or unable to produce a finished job. Hand labor shall also be used to clean the site of any debris. D. The site shall be graded to conform to all surrounding areas and shall be finished to have a uniform surface that shall not permit pooling of water. The Contractor shall grade and shape the site to drain, complete fine grading and final clean up as part of the lump sum for demolition. E. Before acceptance of the demolition work, the Contractor shall remove all unused material and rubbish from the site of the work, remedy any objectionable conditions the Contractor may have created on private property, and leave the right -of -way in a neat and presentable condition. The Contractor shall not make agreements that allow salvaged or unused material to remain on private property. All ground occupied by the Contractor in connection with the work shall be restored. Restoration shall include appropriate smoothing to its original condition. Final cleaning up shall be subject to approval of the Owner, or his designated representative, and in accordance with applicable regulations. 3.04 ELECTRICAL DISCONNECTIONS A. The Contractor will coordinate electrical disconnections with the Engineer and /or the Owners representative. 3.05 SAFETY AND FENCING A. The Contractor shall comply with all applicable current federal, state and local safety and health regulations. B. The Contractor shall furnish and place a safety fence around the site of the work adequate to secure the demolition site, including any resulting debris or excavation, and to prevent pedestrian access. The fencing, including all materials, shall be considered incidental to the demolition. The safety fence shall remain in place until the demolished materials are removed from the site and all holes or excavated areas are backfilled. The fencing material shall remain the property of the Contractor representative. END OF SECTION City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 02 41 00 - 3 THIS PAGE LEFT BLANK INTENTIONALLY City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 02 41 00 - 4 SECTION 09 09 00 PAINTING AND COATINGS PART 1 - GENERAL 1.01 SCOPE OF WORK A. The Contractor shall furnish all materials, labor equipment, and incidentals required to provide a protective coating system for the surfaces listed herein and not otherwise excluded. B. The work includes painting and finishing of exterior exposed items and surfaces such as bollards, pipes, fittings, valves and all other work obviously required to be painted unless otherwise specified herein or on the Drawings. The omission of minor items in the schedule of work shall not relieve the Contractor of his obligation to include such items where they come within the general intent of the Specifications as stated herein. C. "Paint" as used herein means all coating systems, materials, including primers, emulsions, enamels, sealers and fillers, and other applied materials whether used as prime, intermediate or finish coats. D. The following items shall not be painted: 1. Stainless steel 2. Products with polished chrome, aluminum, nickel or stainless steel finish. 3. Flexible couplings lubricated bearing surfaces, insulation and metal and plastic pipe interiors. 4. Signs and nameplates. 5. Any packing glands, unless otherwise indicated. 6. Surfaces coated with cementitious coating. 1.02 SUBMITTALS A. Provide manufacturer's data and samples as indicated below in accordance with Section III, Article 6.11.1 — Shop Drawings, Samples, RFIs and Submittal Review. 1.03 REFERENCE STANDARDS A. NACE, National Association of Corrosion Engineers B. ASTM, American Society of Testing and Materials City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 09 09 00 - 1 C. SSPC, Steel Structures Painting Council 1.04 QUALITY ASSURANCE A. Provide the best quality grade of the various types of coatings as regularly manufactured by approved paint materials manufacturers. Materials not displaying the manufacturer's identification as a standard, best -grade product shall not be acceptable. Brand identification is keyed to products of Tnemec Co., Inc., Kansas City, MO, to establish standard of quality or approved equal. B. Provide an undercoat paint produced by the same manufacturer as the finish coats. Use only thinners approved by the paint manufacturer, and use only within recommended limits. C. Undercoat and finish coat paints shall be compatible. D. Painting shall be accomplished by experienced painters specializing in industrial painting familiar with all aspects of surface preparations and applications required for this project. 1.05 SYSTEM DESCRIPTION - NOT USED 1.06 DELIVERY, STORAGE, AND HANDLING A. Deliver all materials to the job site in original, unopened packages and containers bearing manufacturer's name and label. 1. Provide labels on each container with the following information: a. Name or title of material b. Federal specification number if applicable c. Manufacturer's stock number and color d. Manufacturer's name e. Generic type f. Contents by volume, for major pigment and vehicle constituents g. Application instructions 2. Containers shall be clearly marked to indicate any hazards connected with the use of the paint and steps that should be taken to prevent injury to those handling the product. B. All containers shall be handled and stored in such a manner as to prevent damage or loss of labels or containers. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT -{C) Issued for Bid March 2013 09 09 00 - 2 PART 2 - PRODUCTS 2.01 MATERIALS A. All paint shall be manufactured by one of the following and shall be their highest grade of paint: Tnemec, Koppers, Ameron, Porter, or Rustoleum. Requests to use other paint manufacturers and materials other than specified shall be submitted to the Engineer for approval. B. The following coating systems List a product by name to establish a standard of quality; other products of the same generic types may be submitted to the Engineer for approval. When other than the specified coating system is proposed, the Contractor shall submit a typewritten list giving the proposed coatings, brand, trade name, generic type and catalog number of the proposed system for the Engineer's approval. C. Paint used in successive field coats shall be produced by the same manufacturer. Paint used in the first field coat over shop painted or previously painted surfaces shall cause no wrinkling, lifting, or other damage to underlying paint. D. Emulsion and alkyd paints shall contain a mildewcide and both the paint and mildewcide shall conform to OSHA and Federal requirements, including Federal Specification TT -P -19. E. Finish coats containing lead shall not be allowed. Oil shall be pure boiled linseed oil. F. Rags shall be clean painters' rags, completely sterilized. 2.02 SHOP COATINGS A. Shop priming shall be done with primers that are guaranteed by the manufacturer to be compatible with the finish paints to be used. The Contractor shall coordinate and ascertain such compatibility with his subcontractors and suppliers. B. No paint containing lead shall be allowed. 2.03 COATING SYSTEMS A. Metal (Non- submerged Exterior) 1. Exterior surfaces and shall include the following: a. Surfaces to Be Coated i. Bollards ii. Aboveground piping iii. Miscellaneous steel shapes, angles, etc. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 09 09 00 - 3 2. Coating System a. Surface Preparation - Sandblast clean (SSPC -SP6). Hand or power tool clean items are not suitable for sandblast cleaning. All metal surfaces shall be completely degreased by solvent cleaning in compliance with SSPC -SPI . Ductile iron pipe surface prep — NAPF 500- 03 -04. b. Prime Coat i. Epoxy (3 mils dry) Tnemec Series 66 -1211 Epoxoline ii. New Galvanized Surfaces - SSPC -SPI Solvent Cleaning, and Tnemec Series 66 -1211 Epoxoline Primer c. Intermediate Coat i. Tnemec 66 -color Hibuild EP (3 mils) d. Finish Coat i. Aliphatic Polyurethane - Tnemec Series 73 Color Endura ii. Shield (2.5 mils dry). iii. Exposed raw water ductile iron pipe shall be painted olive green. iv. Exposed potable water ductile iron pipe shall be painted blue. v. Exposed reclaimed water ductile iron pipe shall be painted purple (Pantone 522C). vi. Exposed sanitary sewer ductile iron pipe shall be painted green. vii. Bollards shall be painted OSHA safety yellow. PART 3 - EXECUTION 3.01 SURFACE PREPARATION A. In addition to the aforementioned preparations, all dirt, rust, scale, splinters, loose particles, disintegrated paint, grease, oil, and other deleterious substances shall be removed from all surfaces, which are to be coated. B. Before commencing work, the painter must make certain that surfaces to be covered are in perfect condition. Should the painter find such surfaces impossible of acceptance, he shall report such fact to the Engineer. The application of paint shall be held as an acceptance of the surfaces and working conditions and the painter shall be held responsible for the results reasonably expected from the materials and processes specified. C. Clean ferrous substances, which are not galvanized or shop- coated, of oil, grease, dirt, loose mill scale, and other foreign substances by solvent or mechanical cleaning. All welds, blisters, etc., shall be ground and sanded smooth. All pits and dents shall be filled and all imperfections shall be corrected so as to provide a smooth surface for painting. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 09 09 00 - 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 D. Surface profile as obtained from sandblasting shall be as recommended by the coating manufacturer. 3.02 MATERIALS PREPARATION A. Mix and prepare painting materials in strict accordance with manufacturer's recommendations and directions, stirring materials before and during application to maintain a mixture of uniform density, free of film, dirt and other foreign materials. B. No thinners shall be used except those specifically mentioned and only in such quantity as directed by the manufacturer in his instructions. If thinning is used, sufficient additional coats shall be applied to assure the required dry film thickness is achieved. The manufacturer's recommended thinner or cleanup solvent shall be used for all clean up. Application by brush, spray, airless spray or roller shall be as recommended by the manufacturer for optimum performance and appearance. 3.03 APPLICATIONS A. All painting shall be done by skilled and experienced craftsmen and shall be of highest quality workmanship. B. Apply paint in accordance with the manufacturer's directions. Use applicators and techniques best suited for the type of material being applied. C. All paint shall be at room temperature and the surface to be painted shall be dry and clean. D. Apply additional coats when undercoats, stains or other conditions show through the final coat of paint, until the paint is of uniform finish, color and appearance. E. Paint shall be applied in a neat manner with finished surfaces free of runs, sags, ridges, laps and brush marks. Each coat shall be applied in a manner that shall produce an even film of uniform and proper thickness. 3.04 APPLICATION RESTRICTIONS A. Application of materials shall be done only on properly prepared surfaces as herein specified, and all exterior painting shall be done only in dry weather. Any surface coating damaged by moisture or rain shall be removed and redone as directed by the Engineer. B. In no case shall paint by applied to surfaces that show a moisture content greater than 15 percent. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT-(C) Issued for Bid March 2013 09 09 00 - 5 3.05 CLEANING A. Cleaning - All paint brushed, splattered, spilled or splashed on any surface not specified to be painted shall be removed. END OF SECTION City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT—(C) Issued for Bid March 2013 09 09 00 - 6 1 SECTION 31 00 00 EXCAVATION AND TRENCHING PART 1 - GENERAL 1.01 SCOPE A. This section covers excavation and trenching work as required; the handling, storage, transportation, and disposal of all excavated material; all necessary sheeting, shoring, and protection work; preparation of subgrades; pumping and dewatering as necessary or required; protection of adjacent property; backfilling; pipe embedment; surfacing and grading; and other appurtenant work. 1.02 GENERAL REQUIREMENTS A. Excavations shall provide adequate working space and clearance for the work to be performed therein and for installation and removal of concrete forms. In no case shall excavation faces be undercut for extended footings. B. Subgrade surfaces shall be clean and free of loose material of any kind when concrete is placed thereon. C. Except where exterior surfaces are specified to be dampproofed, monolithic concrete manholes and other concrete structures, or parts thereof, which do not have footings and extend beyond the outside face of exterior walls, may be placed directly against excavation faces without the use of outer forms, provided that such faces are stable and also provided that a layer of polyethylene film is placed between the earth and the concrete. D. Excavations for manholes and similar structures constructed of masonry units shall have such horizontal dimensions that not less than 6 inches clearance is provided for outside plastering. E. Backfilling and construction of fills and embankments during freezing weather shall not be done except by permission of the Engineer. No backfill, fill, or embankment materials shall be installed on frozen surfaces, nor shall frozen materials, snow, or ice be placed in any backfill, fill, or embankment. 1.03 RELATED WORK A. Clearing and Grubbing — See Section IV, Article 56 City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT-(C) Issued for Bid March 2013 31 00 00 - 1 B. Soils Conditions: Detailed soils explorations to determine further soils conditions, including the extent of any unsuitable materials, are the responsibility of the Contractor. Coordinate all soils exploration with the Owner prior to performing the work. C. Unsuitable Material: All unsuitable materials found during excavation, which are not suitable for backfill or bedding, shall be completely removed and replaced with suitable soils, at no additional cost to the Owner. 1.04 BLASTING A. Blasting with any type of explosive is permitted only when approved by the City. 1.05 UNAUTHORIZED EXCAVATION A. Except where otherwise authorized, indicated, or specified, all materials excavated below the bottom of concrete walls, footings, slabs on grade, and foundations shall be replaced, by and at the expense of the Contractor, with concrete placed at the same time and monolithic with the concrete above. 1.06 DEWATERING A. See Section IV, Article 12 1.07 SHEETING AND SHORING A. Except where banks are cut back on a stable slope, excavation for structures and trenches shall be sheeted, braced, and shored as necessary to prevent caving or sliding. 1.08 STABILIZATION A. Subgrades for concrete structures and trench bottoms shall be firm, dense, and thoroughly compacted and consolidated; free from mud and muck; and sufficiently stable to remain firm and intact under the feet of the workmen. B. Subgrades for concrete structures or trench bottoms, which are otherwise solid but which become mucky on top due to construction operations, shall be reinforced with one or more layers of crushed rock or gravel. The stabilizing material shall be spread and compacted to a depth of not more than 4 inches; if the required depth exceeds 4 inches, the material shall be furnished and installed as specified for granular fills. Not more than 1/2 inch depth of mud or muck shall be allowed to remain on stabilized trench bottoms when the pipe bedding material is placed thereon. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 31 00 00 - 2 C. The finished elevation of stabilized subgrades for concrete structures shall not be above subgrade elevations indicated on the drawings. 1.09 EARTH FILLS AND EMBANKMENTS A. To the maximum extent available, excess suitable material obtained from structure and trench excavations shall be used for construction of fills and embankments. Additional material shall be provided as required. B. Wherever a trench passes through a fill or embankment, the fill or embankment material shall be placed and compacted to an elevation 12 inches above the top of the pipe before the trench is excavated. 1.10 GRANULAR FILLS A. Granular fills shall be placed on suitably prepared subgrades and compacted by vibration. Granular fill material shall be crushed rock or gravel, shall be free from dust, clay, or trash, and shall be graded to the requirements of FDOT section 901 No. 57 aggregate. Granular fill shall be compacted to not less than 95 percent relative density as determined by ASTM D698 -70, Method C. Granular fills under concrete slabs shall be compacted with a minimum of 3 passes of a vibratory steel drum or plate type compactor. 1.11 TRENCH EXCAVATION A. See Section IV, Article 5 — Excavation for Underground Work B. No more trench shall be opened in advance of pipe laying than is necessary to expedite the work. 400 feet shall be the maximum length of open trench on any line under construction. C. Except where tunneling is indicated on the drawings, is specified, or is permitted by the Engineer, all trench excavation shall be open cut from the surface. 1.12 ALIGNMENT, GRADE, AND MINIMUM COVER A. Pipe shall be laid and maintained at the required lines and grades with fittings, valves and appurtenances at the described locations. All pipe shall be laid to the depth as shown on the plans. Grade lines shall be set by the Contractor. The tolerance of such grades shall not be more than that specified on the drawings. When no tolerance is indicated a tolerance of 0.5 foot shall be used. All other realignments must be approved by the Engineer. The Contractor shall have suitable survey equipment on the site at all times. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT—(C) Issued for Bid March 2013 31 00 00 - 3 B. The work shall at all times progress with caution so as to prevent damage to underground obstructions both known and unknown. Should an obstruction not shown on the plans be encountered the Engineer shall be immediately notified and he shall be responsible for alteration to the plan should realignment be necessary. The Contractor shall notify the Engineer far enough in advance to allow the realignment to be accomplished by deflection in the pipe joints. 1.13 TRENCH WIDTHS A. Trenches shall be excavated to a width which will provide adequate working space and sidewall clearances for proper pipe installation, jointing, and embedment. B. Cutting trench banks on slopes to reduce earth load to prevent sliding and caving shall be done only in areas where the increased trench width will not interfere with surface features or encroach on construction limits. C. Trench widths at and below the top of the pipe shall be the minimum necessary for proper installation. All trenching shall meet OSHA requirements for cut slope and /or trench shoring techniques. Overdepth excavation shall be backfilled with Class I material. 1.14 MECHANICAL EXCAVATION A. The use of mechanical equipment will not be permitted in locations where its operation would cause damage to trees, buildings, culverts, or other existing property, utilities, or structures above or below ground. In all such locations, hand excavating methods shall be used. B. Mechanical equipment used for trench excavation shall be of a type, design, and construction, and shall be so operated that pipe, when accurately laid to specified alignment, will be centered in the trench with adequate clearance between the pipe and sidewalls of the trench. Undercutting the trench sidewall to obtain clearance will not be permitted. 1.15 EXCAVATION BELOW PIPE SUBGRADE A. Except where otherwise required, pipe trenches shall be excavated per the detail in the plans. 1.16 ARTIFICIAL FOUNDATIONS IN TRENCHES A. Whenever unsuitable or unstable soil conditions are encountered, trenches shall be excavated below grade and the trench bottom shall be brought to embedment grade with suitable material. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT-(C) Issued for Bid March 2013 31 00 00 - 4 1.17 BELL HOLES A. Bell holes shall provide adequate clearance for tools and methods used in installing pipe. No part of any bell or coupling shall be in contact with the trench bottom, trench walls, or granular embedment when the pipe is jointed. 1.18 EMBEDMENT MATERIALS A. General: Use soils free of organic matter, refuse, rocks and lumps greater than 4 inches in diameter and other deleterious matter. 1.19 UNIFIED SOIL CLASSIFICATION SYSTEM. A. Symbols and descriptions for groups of soils classified by the Unified Soil Classification System, ASTMD -2487, are listed below: Group Symbols Group Description CH Inorganic clays of high plasticity, fat clays. CL Inorganic clays of low to medium, plasticity, gravelly clays, sandy clays, silty clays, lean clays. GC Clayey gravels, gravel- sand -clay mixtures. GM Silty gravels, gravel- sand -silt mixtures. GP Poorly graded gravels and gravel -sand mixtures, little or no fines. GW Well- graded gravels and gravel -sand mixtures, little or no fines. MH Inorganic silts, micaceous or diatomaceour fine sands or silts, elastic silts. ML Inorganic silts, very fine sands, rock flour, silty or clayey fine sands. OH Organic clays of medium to high plasticity. OL Organic silts and organic silty clays of low plasticity. PT Peat, muck, and other highly organic soils. SC Clayey sands, sand -clay mixtures. SM Silty sands, sand -silt mixtures. SP Poorly graded sands and gravelly sands, little or no fines. SW Well- graded sands and gravelly sands, little or no fines. 1.20 CLASSIFICATION A. For the purpose of this specification, soils to be used as fill material are grouped into five classes according to soil properties and characteristics. 1. Class I - Granular Material - angular bedding material well graded crushed stone meeting the requirements of ASTM D448 size No. 67. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 31 00 00 - 5 2. Class II - Coarse sands and gravels with maximum practical size of 44 mm (1- 1 /2 in.), including variously graded sands and gravels containing small percentages of fines, generally granular and non - cohesive, either wet or dry. Soil Types GW, GP, SW, and SP are included in this class. 3. Class III - Fine sand and clayey gravels, including fine sands, sand -clay mixtures, and gravel -clay mixtures. Soil Types GM, GC, SM, and SC are included in this class. 4. Class IV - Silt, silty clays, and clays, including inorganic clays and silts of medium to high plasticity and liquid limits. Soil Types MH, ML, CH, and CL are included in this class. These materials are not recommended for bedding, haunching, or initial backfill. 5. Class V - This class includes the organic soils, OL, OH, and PT as well as soils containing frozen earth, debris, rocks, larger than 40 mm (1 -1/2 in.) in diameter, and other foreign materials. These materials are not allowed for bedding haunching or initial backfill. 1.21 DEPTH A. Trench to the lines and grades shown on the drawings. Where elevations are not shown, trench to a depth sufficient to provide at least 36 inches of cover above the top of pipe, unless otherwise specified. Grade trenches to provide a constant slope free of sags and high spots. 1.22 TRENCH BRACING A. Properly brace, sheet and support trench walls in strict conformance with all pertinent laws and regulations. Provide adequate bracing and shoring to protect adjacent improvements. 1.23 BEDDING, HAUNCHING AND INITIAL BACKFILL A. Tamp subgrade to provide firm, even bedding. Excavate bedding material to match the shape of the bottom of the pipe and bell, as detailed in the Drawings. Place haunching material so as to provide full bearing around the bottom of the pipe. Place bedding, haunching and initial backfill as specified below. 1.24 DUCTILE IRON PIPE A. If no backfill is required after initial trench excavation, undisturbed earth may be suitable for bedding in cover less than 12 feet deep. Excavate to match bottom of pipe and bell. Provide Class I material as bedding for pipe cover greater than 12 feet. Class I, II or SM, SC soil for haunching to pipe springline. Class II or III material and soil types SM and SC shall be used as initial backfill to 12- inches above top of pipe. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 31 00 00 - 6 1 1.25 BACKFILL 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A. Backfill the remainder of the trench with soils free of organic matter, refuse, rocks and lumps greater than 4 inches in diameter and other deleterious matter compact to a minimum 95 percent ASTM D698 density. 1.26 COMPACTION TESTING AND CONTROL A. Moisture density relations required for all materials that are to be compacted to be as established by Engineer. B. Extent of compaction testing will be as necessary to assure compliance with specifications. C. Give adequate notice to Geotechnical Engineer when ready for compaction or subgrade testing and inspection. Minimum of 24 hour advance notice to be given. D. Should any moisture density test fail to meet specification requirements, perform corrective work as necessary. E. Pay for all costs associated with corrective work and retesting resulting from failing tests. 1.27 COMPACTION DENSITY REQUIREMENTS A. Perform compaction of soils and all work associated with that effort with equipment designed for and suitable to provide the compaction requirements. B. Obtain approval of Engineer with regard to suitability of soils and acceptable subgrade prior to subsequent operations. C. Provide dewatering system necessary to successfully complete compaction and construction requirements. D. Remove frozen loose, wet or soft material and replace with suitable material as required by Engineer. E. Stabilize subgrade with well graded granular materials as required by Engineer. F. Assure by results of testing that compaction densities comply with the requirements 1. Sitework: Location Under Paved Areas City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 1 0-0039-UT—(C) Issued for Bid March 2013 31 00 00 - 7 Compaction Density 95% ASTM D602 and Sidewalks: Cohesionless Soils Less than 10% by weight finer than No. 200 sieve: Unpaved Areas: Pipe trench details 2. Structures: Location Inside of structures under foundations, under equipment support pads, under slabs on grade. 3. Specific areas: Location 100 percent ASTM D698, for last lift 75 percent relative density per ASTM D4253 and ASTM D4254 85 percent ASTM D698 As shown on the drawing Compaction Density 98 percent ASTM D698 Compaction Density Outside structures under equipment support 98 percent foundations ASTM D698 1.28 FLOWABLE FILL trench A. Where shown on the Plans, or where ordered by the Engineer, the Contractor shall backfill a void area or an excavation with flowable fill. Flowable fill may be shown, or ordered, to fill abandoned pipes, abandoned underground steel storage tanks, trench backfill, washout area under structural slabs or behind walls, or other similar locations. B. Pipe trenching across roadways and driveways shall be backfilled and compacted as soon as pipe is installed. In areas where settlement shall occur, the Owner shall require the backfilling operations to incorporate the installation of color -coded "Flowable Fill ", a lean 750 PSI rated concrete mix and which shall be poured immediately following pipe installation. Open trenches near traffic shall have the proper protective barricades, signage and traffic control personnel provided by the contractor. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT—(C) Issued for Bid March 2013 310000 -8 C. Flowable fill shall be produced and delivered to the site. Placing of flowable fill shall be by chute, pumping, or other approved methods. Flowable fill shall be placed to the designated fill line without vibration. The Contractor shall take all necessary precautions to prevent any damage caused by hydraulic pressure of the fill during placement prior to hardening. Flowable fill shall not be used for pipe bedding and backfill in the zone from the bottom of a pipe to 12 inches above the top of pipe D. Flowable fill shall consist of materials conforming to DOT -SSRBC Sections as follows: 1. Cement (Type I or II) 2. Fly ash (Type F) 3. Fine aggregate (sand) 4. Water Section 921 Section 929 Section 902 Section 923 E. The Contractor shall submit a proposed design mix that will produce a flowable fill meeting the strength requirements specified herein, using the following materials: 1. Pounds per cubic yard a. Cement (Type I or II) 50 - 200 b. Fly ash (Type F) 0 - 2,000 c. Fine aggregate (sand) 2,500 - 3,000 d. Water 325 - 550 2. Note: 6 -inch to 10 -inch slump F. Flowable fill material shall be proportioned to produce a 28 -day compressive strength approximately as follows: Pounds per square inch 1. Pipe trench backfill 50 - 150 2. Fill abandoned pipes or tanks 30 - 150 3. Under slabs, behind walls 300 - 1,000 Note: Density in place 115 to 145 pounds per cubic foot G. Not more than 60 minutes shall elapse between the start of moist mixing and the placement of the flowable fill. H. Flowable fill placed on slopes shall have a reduced slump with a reduction in water, and shall be able to be shaped as required. I. The Contractor shall place the flowable fill in such a manner as to eliminate all cavities. J. Flowable fill shall not be placed in salt water. When within a tidal area, the flowable fill shall be placed immediately after the salt water has receded. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 31 00 00 - 9 K. When flowable fill is used adjacent to ductile iron pipe, the pipe shall be polyethylene encased. 1.29 TESTS A. All tests to ensure that embedment, fill, and backfill materials and their placement comply with specified requirements shall be made by an independent testing laboratory at the expense of the Contractor. 1.30 DRAINAGE MAINTENANCE A. Trenches across roadways, driveways or other trafficways adjacent to drainage ditches or water shall be constructed on the upstream side of the trafficway to prevent impounding water after the pipe has been laid. Bridges and other temporary structures required to maintain traffic across such unfilled trenches shall be constructed and maintained by the Contractor. Backfilling shall be done so that water will not accumulate in unfilled or partially filled trenches. All material deposited in roadway ditches or other water courses crossed by the line of trench shall be removed immediately after backfilling is completed and the original section, grades, and contours of ditches or water courses shall be restored. Surface drainage shall not be obstructed longer than necessary. 1.31 PROTECTION OF TRENCH BACKFILL IN DRAINAGE COURSES A. Where trenches are constructed in ditches or other water courses, backfill shall be protected from surface erosion. Where the grade of the ditch exceeds one percent, ditch checks shall be installed. Unless otherwise indicated on the drawings, ditch checks shall be concrete. Ditch checks shall extend not less than 2 feet below the original ditch or water course bottom for the full bottom width and at least 18 inches into the side slopes and shall be at least 12 inches thick. 1.32 DISPOSAL OF EXCESS EXCAVATED MATERIALS A. Except as otherwise permitted, all excess excavated materials shall be disposed of in on -site areas as directed by Owner's Representative. Excavated rock, debris encountered in excavation work, and other similar waste materials shall be disposed of away from the site of the work. 1.33 SETTLEMENT A. The Contractor shall be responsible for all settlement of backfill, fills, and embankments which may occur within the correction period stipulated in the General Conditions. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 31 00 00 - 10 1 1 1 1 1 1 1 1 1 1 1 B. The Contractor shall make, or cause to be made, all repairs or replacements made necessary by settlement within 10 days after notice from the Engineer or Owner. 1.34 PROTECTION OF TREES A. See Section IV, Article 62 1.35 BEDDING AND BACKFILL FOR INSTALLATION OF HDPE AND PVC PIPE BY OPEN CUT A. Backfilling and compaction shall be conducted in a manner to preclude subsequent settlement and shall provide adequate support for the surface treatment, pavement, pipelines, or structures to be placed thereon. See details of installation on Construction Plans. B. Backfill material shall be common fill material, free from organic matter, muck or marl, and rocks exceeding 2 '/2- inches in diameter. Common fill shall not contain broken concrete, masonry, rubble or other similar materials. C. The backfilling procedures outlined below shall be for pipe mains and related structures. The backfilling shall be done in three stages as follows: 1. First Stage: The contractor shall provide adequate suitable material fill to be compacted beneath the haunches of the pipe, using mechanical tampers. This compaction also applies to the bedding material placed in layers above the pipe. 2. Second Stage: The contractor shall obtain a well- compacted bed and fill and compact along the sides of the pipe and then to a point of at least 1 -foot above the top of the pipe. The width of backfill and compaction to be done under this second stage shall be the width of the portion of the trench having vertical sides, or when no portion of the trench has vertical sides, it shall be to a width at least equal to three times the outside diameter of the pipe. Fill material shall be placed in 12 -inch compacted thickness layers, unless the trench is under the paved road, in which case the fill materials shall be placed in 6 -inch compacted thickness layers. 3. Third Stage: The remainder of the trench up to grade shall be backflled with suitable material fill in layers not to exceed 1 -foot in thickness and compacted, unless the trench is under the paved road, in which case the fill materials shall be placed in 6 -inch compacted thickness layers. D. The contractor shall adopt compaction methods which will produce the degree of compaction specified herein without damage to the new or existing facilities. The degree of compaction specified below shall be considered the minimum allowable. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 31 00 00 - 11 1. Compaction Density: For paved and unpaved roadways and traffic areas, from right -of -way line to right -of -way line, including all structures and railroad crossings, shall be 98% of the maximum density as determined by American Association of State Highway and Transportation Officials (AASHTO) T -180 (ASTM D1557 - Modified Proctor) with a minus 3% tolerance. For outside of the right -of -way, but within dedicated utility maintenance easements, shall be 95% of the maximum density as determined by AASHTO T -180 (ASTM D1557 - Modified Proctor) with a minus 3% tolerance. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTION City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 31 00 00 - 12 SECTION 33 05 23.13 HORIZONTAL DIRECTIONAL DRILLING PART 1 - GENERAL 1.01 DESCRIPTION OF WORK A. The work of this Section includes all labor, machinery, construction equipment and appliances required to perform in a good workmanlike manner all directional boring therein. 1. The overall work scope shall include, but not be limited to steerable directional boring (drilling) equipment, boring pits and equipment, sheeting, location signs as required, miscellaneous appurtenances to complete the entire Work as shown on the Contract Drawings, and restoration, including irrigation system replacement. Directional boring operations shall be performed within the right -of -way and /or easements shown on the Contract Drawings. B. The equipment used in directional boring, also known as Horizontal Directional Drilling (HDD), shall be of adequate commercial size and satisfactory working condition for safe operation, and may be subject to approval by the County or State at the discretion of the Engineer. Such approval, however, shall not relieve the Contractor of the responsibility for making a satisfactory installation meeting the criteria set forth herein. Only workmen experienced in directional boring operations shall be used in performing the Work. C. Provide all structures, safety equipment, and professional services required to provide for the health and safety of the general public and of personnel involved in directional boring work in accordance with the requirements of the regulatory agencies having jurisdiction. D. Take all measures necessary to protect surrounding public and private property, adjacent buildings, roads, drives, sidewalks, and appurtenances from damage due to directional boring work. Responsibility and payment for correction of such damage shall be the sole responsibility of the Contractor. E. The Directional Boring operation is to be operated in a manner to eliminate the discharge of water, drilling mud, and cuttings to the adjacent water bodies or to the land areas involved during the construction process. 1.02 REFERENCE DOCUMENTS A. FDOT Utility Accommodation Guide B. American Society for Testing and Materials (ASTM). C. American Water Works Associations (AWWA). City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10-0039-UT--(C) Issued for Bid March 2013 33 05 23.13 - 1 1.03 RELATED WORK A. Section 33 11 00 Water Utility Piping — Certa -Lok PVC Pipe B. Section 33 11 05 Water Utility Piping — Diamond -Lok PVC Pipe C. Section 33 11 10 Water Utility Piping — High Density Polyethylene Pipe D. Section 33 11 13.13 Ductile Iron Pipe and Fittings 1.04 QUALIFICATIONS A. Pipe Manufacture: All pipe for an individual directional drill installation shall be furnished by a manufacturer who is fully experienced, reputable and qualified in the manufacture of the items to be furnished for HDD pipeline construction. B. The Directional Drill Contractor must have at least five years of directional drilling experience installing potable water, wastewater, or reclaimed water mains of at least 12- inches in diameter. The Directional Drill Contractor shall have experience successfully completing at least five (5) horizontal directional drill projects of at least 18 -inch or larger diameter and at least 1,000 feet or longer in length all in Florida and within the past five (5) years. Three references are to be provided to the Engineer during shop drawing submittal. C. All personnel shall be fully trained in their respective duties as part of the directional drilling crew and in safety. Each person must have at least five years of directional drilling experience. The Directional Drill Contractor shall have a sufficient number of competent workers on the job at all times to insure the Directional Drill is made in a timely and satisfactory manner. D. Pipe Segment Fusions: All pipe fusing equipment and methods shall be performed by specialists who are certified by the pipe manufacturer for such operations. The specialists responsible for thermal butt fusing plastic pipe shall have manufacturer certification for performing such work and a minimum of five (5) years of experience performing this type of work. Documentation of the certification and the required work experience shall be submitted for approval during shop drawing submittal. E. Drilling Supervisor: A competent and experienced drilling supervisor representing the Directional Drill Contractor shall be present at all times during the actual drilling operations. This includes, but is not limited to, drilling equipment mobilization and set -up, drilling fluid preparation, boring, back - reaming and pulling. A responsible representative who is thoroughly familiar with the equipment and type of work to be performed must be in direct charge and control of the operation at all times. In all cases, the supervisor must be continually present at the job site during the actual Directional Drill operation. F. Drilling Fluid Specialist: The personnel responsible for supervising the supply, mixing, monitoring fluid quality, pumping and re- circulation system proposed for the City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 33 05 23.13 - 2 1 1 1 1 e r 1 1 1 1 1 1 1 1 1 1 1 drilling fluid shall have a written certification issued by the Drilling Fluid manufacturer for performing such work and a minimum of five years experience performing this type of work. If no certification is available, written documentation of the required work experience for the proposed personnel shall be submitted for review and approval. G. Personnel who are unqualified, incompetent or otherwise not suitable for the performance of this project shall be removed from the job site and replaced with a suitable person. H. A professional land surveyor registered in the State of Florida will be required for certified As- Builts as per specifications. 1.05 SUBMITTALS A. PRE- CONSTRUCTION SUBMITTALS 1. Drilling Materials: Detailed description including specifications and catalog cuts for: a. Pipe, fittings, tanks and materials to be furnished for the drilling equipment, dewatering and local drainage including the names of the suppliers. b. Shop drawings and catalog data for all HDD equipment. c. Steering and tracking devices including specific tracer wire. d. Drilling fluids: the drilling fluid submittal shall include the ratio of mixture to water, including any additives, based on the Contractor's field observations prior to construction, knowledge and experience with drilling in similar conditions, and any soil data provided in the Contract Documents, which shall be verified by the drilling fluid specialist. The Contractor is responsible for maintaining the quality of the drilling fluids during all boring work and shall engage a testing laboratory to sample and monitor the fluids at regular intervals, comparing results to the approved mixture. Field changes to the drilling fluids shall be approved by the drilling fluid specialist and reported to the Engineer. 2. Shop drawings for the specialized equipment to be used. 3. Shop drawings for the breakaway swivel, including the method of setting the swivel's break point and set point to be used, along with the product pipe manufacturers pullback force recommended setting. 4. A Bore Plan that includes the following: a. Contact information and experience for the drilling fluid specialist. b. The number of passes the bore will include prior to the product pipe pull -back. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT—(C) Issued for Bid March 2013 33 05 23.13 - 3 c. The pilot bore and all reaming bore sizes including the final pullback with the product pipe. d. Drilling rod length in feet. e. The pilot bore, pre -ream bores (if any) and pullback production rate in minutes per (drilling) rod. f. The fluid pumping rate in gallons per minute for each drilling sequence. g. Details of the entry and exit pit locations along with entry and exit angles for the bore, and coordination with the design profile. 5. Details of the Drill Head device including types of cutters suitable for the variable subsurface soil and rock conditions at the site, drilling fluid port arrangements, connection to drill rod and devices for location tracking. 6. Details of the Back Reaming device including types of cutters suitable for the variable subsurface soil and rock conditions at the site, drilling fluid port arrangements, connection to drill rod and devices for location tracking. 7. Site layout plan for entry and exit pit locations, drawn to scale, depicting the position of all required equipment, access points, existing facilities to remain in place, existing traffic lanes to be maintained in operation, office trailers and storage sites. 8. Pipe assembly procedure, details of support devices, and staging area layout including methods to avoid interference with Local streets, driveways, and sidewalks. 9. Certified Work Zone Traffic control plan for all proposed traffic lane or sidewalk diversions or closures as outlined in Specification 44 of Section IV — Technical Specifications and Specification Section 01 55 00 in Section IVa — Supplementary Technical Specifications. Plans shall depict detailed sequences and requirements for traffic control devices required, dimensioned positions of all devices, and pavement striping. The Contractor must coordinate with City of Clearwater, FDOT, and Pinellas County for all traffic lane diversions or closures and obtain their permits or written approvals before performing any work in the public Right -of -Way. 10. Incident Reaction or Contingency Plan: The Contractor shall prepare and submit for review and approval to the Engineer an Incident Reaction Plan that will describe in detail the actions and materials to be used in the event that the proposed and approved construction activity or progress is stopped, deviated, delayed or obstructed, or the materials fail to perform as intended. The plan shall consider a typical range of failure scenarios and describe the required and intended reactions that will restore the work to its intended design. a. Regarding spills, the plan shall include, as a minimum, the monitoring and response activities presented in the Spill Contingency Plan included at the end of these specifications under Supplemental City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT-(C) Issued for Bid March 2013 33 05 23.13 - 4 Information. These requirements are part of the FDEP Environmental Resource Permit for this project and must be followed. 11. Proposed construction schedule for all field activities. 12. An HDD schedule identifying daily work hours and working dates for each installation. 13. All test reports for tests completed as required by these Specifications. B. POST - CONSTRUCTION SUBMITTALS 1. The following AS- RECORDED DATA is required from the Contractor and /or fusion provider to the Owner or pipe supplier upon request: a. The as- recorded plan and profile will reflect the actual installed alignment, and reflect the horizontal offset from the baseline and depth of cover and all utility facilities found during the installation. b. All fittings, valves, or other appurtenances will also be referenced and shown. c. A daily project log, along with tracking log sheets, should they be used, shall be provided. Tracking log sheet data, should it be employed, shall include any and all that apply, including inclination, depth, azimuth, and hydraulic pull -back and rotational force measured. PART 2 - PRODUCTS 2.01 DRILLING SYSTEM EQUIPMENT A. GENERAL 1. The directional drilling equipment shall consist of a directional drilling rig of sufficient capacity to perform the bore and pull back the pipe, a drilling fluid mixing, delivery and recovery system of sufficient capacity to successfully complete the installation, a drilling fluid recycling system to remove solids from the drilling fluid so that the fluid can be reused (if required), a magnetic guidance system or walk -over system to accurately guide boring operations, a vacuum truck of sufficient capacity to handle the drilling fluid volume, and trained and competent personnel to operate the system. All equipment shall be in good, safe condition with sufficient supplies, materials and spare parts on hand to maintain the system in good working order for the duration of this project. B. DRILLING RIG 1. The directional drilling machine shall consist of a hydraulically powered system to rotate and push hollow drilling pipe into the ground at a variable angle while delivering a pressurized fluid mixture to a guidable drill (bore) head. The machine shall be anchored to the ground to withstand the pulling, pushing and rotating pressure required to complete the installation. The City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 33 05 23.13 - 5 hydraulic power system shall be self - contained with sufficient pressure and volume to power drilling operations. Hydraulic system shall be free of leaks. Rig shall have a system to monitor and record maximum pull -back pressure during pull -back operations. There shall be a system to detect electrical current from the drill string and an audible alarm which automatically sounds when an electrical current is detected. C. DRILL HEAD 1. The HDD equipment shall produce a stable fluid lined tunnel with the use of a steer -able drill head and any subsequent pre- reaming heads. 2. The system must be able to control the depth and direction of the drilling operation. 3. Drill head shall contain all necessary cutters and fluid jets for the operation, and shall be of the appropriate design for the ground medium being drilled. D. MUD MOTORS Of Required) 1. Mud motors shall be of adequate power to turn the required drilling tools. E. DRILL PIPE 1. Shall be constructed of high quality 4130 seamless tubing, grade D or better, with threaded box and pins. Tools joints should be hardened to 32 -36 RC. 2.02 GUIDANCE SYSTEM A. GENERAL 1. An electronic walkover tracking system or a Magnetic Guidance System (MGS) probe or proven gyroscopic probe and interface shall be used to provide a continuous and accurate determination of the location of the drill head during the drilling operation. The guidance shall be capable of tracking at all depths up to fifty feet and in any soil condition, including hard rock. It shall enable the driller to guide the drill head by providing immediate information on the tool face, azimuth (horizontal direction), and inclination (vertical direction). The guidance system shall be accurate and calibrated to manufacturer's specifications of the vertical depth of the borehole at sensing position at depths up to fifty feet and accurate to 2 feet horizontally. B. COMPONENTS 1. The Contractor shall supply all components and materials to install, operate, and maintain the guidance system. C. The guidance system shall be of a proven type, and shall be set up and operated by personnel trained and experienced with the system. The operator shall be aware of any geo- magnetic anomalies and shall consider such influences in the operation of the guidance system. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT-(C) Issued for Bid March 2013 33 05 23.13 - 6 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2.03 DRILLING FLUID (MUD) SYSTEM A. MIXING SYSTEM 1. A self - contained, closed, drilling fluid mixing system shall be of sufficient size to mix and deliver drilling fluid composed of bentonite clay, potable water, and appropriate additives. Mixing system shall be able to molecularly shear individual bentonite particles from the dry powder to avoid clumping and ensure thorough mixing. The drilling fluid reservoir tank shall be minimum of 1,000 gallons. Mixing system shall continually agitate the drilling fluid during drilling operations. B. DRILLING FLUIDS 1. Drilling fluid shall be composed of clean water and bentonite clay. Water shall be from an authorized source with a pH of 8.5 ce 10. Water of a lower pH or with excessive calcium shall be treated with the appropriate amount of sodium carbonate or equal. No additional material may be used in drilling fluid without prior approval from ENGINEER. The bentonite mixture used shall have the minimum viscosities as measured by a March funnel: Rocky Clay - 60 seconds Hard Clay - 40 seconds Soft Clay - 45 seconds Sandy Clay - 90 seconds Stable Sand - 80 seconds Loose Sand - 110 seconds Wet Sand - 110 seconds 2. These viscosities may be varied to best fit the soil conditions encountered, or as determined by the operator. C. DELIVERY SYSTEM 1. The mud pumping system shall have a minimum capacity of 35 -500 GPM and the capability of delivering the drilling fluid at a constant minimum pressure of 1200 psi. The delivery system shall have filters in -line to prevent solids from being pumped into drill pipe. Used drilling fluid and drilling fluid spilled during operations shall be contained and conveyed to the drilling fluid recycling system or shall be removed by vacuum trucks or other methods acceptable to ENGINEER. A berm, minimum of 12- inches high, shall be maintained around drill rigs drilling fluid mixing system, entry and exit pits and drilling fluid recycling system to prevent spills into the surrounding environment. Pumps and or vacuum truck(s) of sufficient size shall be in place to convey drilling fluid from containment areas to storage and recycling facilities for disposal. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT—(C) Issued for Bid March 2013 330523.13 -7 2.04 OTHER EQUIPMENT A. PIPE ROLLERS 1. Pipe rollers, if required, shall be of sufficient size to fully support the weight of the pipe during handling and pullback operations. 2. A sufficient quantity of rollers and spacing, per the pipe supplier's guidelines shall be used to assure adequate support and excessive sagging of the product pipe. B. PIPE PULL HEADS 1. Pipe pull heads shall be utilized that employ a positive through -bolt design assuring a smooth wall against the pipe cross - section at all times. 2. Pipe pull heads shall be specifically designed for use with the PVC or HDPE pipe used on the project and shall be as recommended by the pipe supplier. C. RESTRICTIONS 1. Other devices or utility placement systems for providing horizontal thrust other than those previously defined in the preceding sections shall not be used unless approved by the Engineer prior to commencement of the work. Consideration for approval will be made on an individual basis for each specified location. The proposed device or system shall maintain line and grade within the tolerances prescribed by the particular conditions of the project. 2.05 EROSION CONTROL A. Provide silt fence, floating turbidity barriers and hay bales as approved under FDOT Standard Specifications for use near open water bodies, wetlands, ditches, inlets or other areas where runoff could pollute nearby water bodies. 2.06 STORAGE AND HANDLING OF MATERIALS A. Inspect materials delivered to the site for damage. All materials found to have cracks, flaws, cuts, abrasions or other major defects shall be rejected and removed from the job site immediately. B. Store materials under cover out of direct sunlight. Do not store directly on the ground. Keep all materials free of dirt and debris. C. Disposal of fluids is the responsibility of the Contractor, and shall be performed in accordance with all permits and applicable federal, state or local environmental regulations. Upon completion the area shall be completely cleaned of all debris, spilled fluids and damaged plants, and restored to existing or better conditions. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 33 05 23.13 - 8 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 PART 3 - EXECUTION 3.01 DIRECTIONAL DRILLING OPERATIONS A. GENERAL 1. The Contractor shall provide all material, equipment, and facilities required for directional drilling. Proper alignment and elevation of the bore hole shall be consistently maintained throughout the directional drilling operation. The method used to complete the directional drill shall conform to the requirements of all applicable permits. 2. The entire drill path shall be accurately surveyed with entry and exit stakes placed in the appropriate locations. If Contractor is using a magnetic guidance system, drill path will be surveyed for any surface geo- magnetic variations or anomalies. 3. The directional boring equipment shall be operated by individuals trained by the manufacturer as experienced operators. 4. The directional boring equipment shall produce a stable, clay sealed tunnel with a minimum burial depth of 30 -inch for the carrier pipe installation. 5. Locations for the drilling equipment and storage of materials shall be coordinated with the Engineer to minimized damage to existing features and property. All equipment and materials shall remain in Public Right -of -Way or Easements, unless written permission from the property owners allows the placement of equipment on private property. 6. The directional boring equipment shall employ a fluid cutting technique. The soil shall be cut by small diameter, high pressure jets of liquefied clay. The jets shall cut the soil in advance of the boring tool, impregnating and lining the tunnel wall with clay. The clay shall be totally inert and pose no environmental risk. A pilot hole shall be drilled with an appropriately sized drill pipe. The pilot hole will then be increased to the appropriate diameter by a reaming operation. The boring tool will then be connected to the PVC or HDPE, and the boring tool shall pull the carrier pipe through the clay lined tunnel as it traverses under the surface being crossed. The pulling strength of the boring equipment shall not exceed PVC or HDPE pipe safety pull strength as per manufacturer's recommendations. Surface excavations shall be limited to small launching and receiving pits. Pits shall be no larger than that required for launching and receiving. Adequate "pit- tail" lengths of service connection piping shall be provided at both the launching and receiving ends to facilitate service connection assembly. 7. Readings shall be recorded after advancement of each successive drill pipe (no more than 10 or 15 feet) and the readings plotted on a scaled drawing of f- inch = 2 feet, both vertical and horizontal. Access to all recorded readings and City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 33 05 23.13 - 9 plan and profile information shall be made available to the Owner or the owner's authorized Project Representative, at all times. At no time shall the deflection radius of the drill pipe exceed the deflection limits of the carrier pipe as specified herein. 8. The horizontal directional drilling pipelines shall be installed at the elevations shown on the contract drawings and approved City of St. Petersburg, Pinellas County and FDOT permits. Based on actual site conditions and existing utility locations, any adjustment in the pipeline profile shall be approved by the engineer prior to performing the horizontal directional drill. B. REAMING 1. Upon approval of the pilot hole location by the Engineer, the hole opening or enlarging phase of the installation shall begin. The borehole diameter shall be increased to the size recommended by the pipe manufacturer to accommodate the pullback operation of the PVC or HDPE pipe. The type of hole opener or back reamer to be utilized in this phase shall be determined by the types of subsurface soil conditions that have been encountered during the pilot hole drilling operation. The reamer type shall be at the Contractor's discretion. C. PIPE PULLBACK OPERATION 1. HDPE Pipe shall be fused prior to insertion, if the site and conditions allow, into one continuous length. 2. The pipes shall be assembled in a manner that does not obstruct adjacent roads or City, County, or Public activities adjacent to the layout areas except as directed otherwise by the owner's authorized Project Representative. 3. The Contractor shall provide adequate support/rollers along the stringing area to support the required length of the PVC or HDPE pipe for each bore. Such support/rollers shall be comprised of a non- abrasive material arranged in a manner to provide support to the bottom and bottom quarter points of the pipeline allowing for free movement of the pipeline during pullback. 4. Each length of pipe shall be inspected and cleaned as necessary to be free of debris immediately prior to joining. 5. All pipe mains installed by shallow directional boring shall be provided with an insulated (2) 12 -gauge Extra High Strength copper -clad steel tracer wires as manufactured by Copperhead Industries or approved equal with color coded insulation for pipe location purposes. These wires are to be continuous with splices made only by methods approved by the Engineer. Wire is to be secured to all valves, tees, and elbows. The locator wires shall be tested by voltage of at least 12 DC. Test each wire with both positive and negative charge with not more than 1 volt of loss per 1000 feet will be allowed. The wires will be pre- tested at time of pressure test of pipeline. If pretest fails for both wires, pressure test will not be done until wire is repaired. Final wire testing to be at City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT-(C) Issued for Bid March 2013 33 05 23.13 - 10 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 job finish. If this test fails, the Contractor is responsible for repairing the locator wires. See Section 33 12 43 for additional information. 6. Pulling Loads: The maximum pull (axial tension force) exerted on the PVC and HDPE pipelines shall be measured continuously and limited to the maximum allowed by the pipe manufacturer so that the pipe or joints are not overstressed. 7. Torsion and Stresses: A swivel shall be used to connect the HDPE or PVC pipeline and tracer wires to the drill pipe to prevent torsional stresses from occurring in the pipe. 8. Pipeline Support: The pipelines shall be adequately supported during installation so as to prevent overstressing or buckling. 9. The Contractor shall at all times handle the pipe in a manner that does not overstress the pipe. Vertical and horizontal curves shall be limited so that wall stresses do not exceed 50 percent of yield stress for flexural bending of the pipe. If the pipe is buckled or otherwise damaged, the damaged section shall be removed and replaced by the Contractor at his expense. The Contractor shall take appropriate steps during pullback to ensure that the pipe will be installed without damage. 10. During the pullback operation, the Contractor shall monitor roller operation and sidebooms if required to assist movement of the pipe. Surface damage shall be repaired by Contractor before pulling operations resume. 11. The lead end of the pipe shall be closed during the pull back operation. 12. After the carrier pipe is completely pulled through the tunnel, a sufficient relaxation period, as recommended by the specified pipe manufacturer, shall be provided prior to pressure testing and the final pipe tie -in. 13. The Contractor shall install, maintain, and leave in place any sheeting, underpinning, cribbing, and other related items (other than that required for the boring and receiving pits) to support any structure or facility affected by the boring operations. The Engineer, depending upon existing conditions, may require that additional sheeting for the excavation be left in place. 14. Contractor shall hydrostatically test each line according to the City's required test procedures and these Technical Special Provisions after installation of complete pipeline services. Pressure shall be monitored with certified instruments during the test. The requirements for testing shall be met. D. HANDLING DRILLING FLUIDS AND CUTTINGS 1. During the drilling, reaming, or pullback operations, the Contractor shall make adequate provisions for handling the drilling fluids, or cuttings at the entry and exit pits. These fluids must not be discharged into the waterways. When the Contractor's provisions for storage of the fluids or cuttings on site are exceeded, these materials shall be hauled away to a suitable legal disposal site. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 33 05 23.13 - 11 After completion of the directional drilling work, the entry and exit pit locations shall be restored to original conditions. The Contractor shall comply with all permit provisions. E. NEARBY UTILITIES 1. Nearby Utilities — The drawings show existing buried utilities that are believed to be near the directional drill alignment. There is no guarantee that these utilities are located as shown or that other utilities may be present. It will be the Contractor's responsibility to locate all nearby utilities or other subsurface obstructions that may interfere with the work by excavating windows on the pipeline alignment or other means. Further information on existing utilities can be obtained from the Owner or the applicable private utility company. F. RESPONSIBILITY 1. The Contractor shall be fully responsible for the steerable, clay lined directional drilling operation. Any noticeable surface defects resulting from improper operation of this boring equipment shall be repaired by the Contractor at his expense. G. CLEANING AND SIZING PIGS 1. After the pipe is in place, cleaning pigs shall be used to remove residual water and debris. After the cleaning operation, the Contractor shall provide and run a sizing pig to check for abnormalities in the form of buckles, dents, excessive out -of- roundness, and any other deformations. The sizing pig run shall be considered acceptable if the survey results indicate that there are no sharp anomalies (e.g. dents, buckles, gouges, and internal obstructions) greater that 2 percent of the nominal pipe diameter, or excessive ovality greater than 5 percent of the nominal pipe diameter. For gauging purposes, dent locations are those defined above which occur within a span of five feet or less. Pipe ovality shall be measured as the percent difference between the maximum and minimum pipe diameters. For gauging purposes, ovality locations are those defined above which exceed a span of five feet. H. SUCCESSFUL COMPLETION 1. The Contractor shall be considered as having completed the requirements of any directional boring when he has successfully completed the work and tested the pipe to the satisfaction of the Engineer. 2. Following drilling operations, Contractor will de- mobilize equipment and restore the work site to the original conditions or better. All excavations will be backfilled and compacted according to the specifications. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 33 05 23.13 - 12 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3. Surface restoration shall be completed in accordance with the requirements of the contract, to a condition as good as or better than existed prior to construction. END OF SECTION City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT-(C) Issued for Bid March 2013 33 05 23.13 - 13 1 THIS PAGE LEFT BLANK INTENTIONALLY City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 33 05 23.13 - 14 SECTION 33 11 00 WATER UTILITY PIPING — CERTA -LOK PVC PIPE PART 1 - GENERAL 1.01 WORK INCLUDED A. This section supersedes Specification Section IV 41.2.2.2. It specifies Certa -Lok polyvinyl chloride pipe, including standards for dimensionality, testing, quality, safe handling, and storage. B. Furnish all labor, materials and equipment required to install 4, 6, 8, and 12 inches Certa -Lok C900 /RJ PVC raw and potable water mains pipe in accordance with the requirements of the Contract Documents. The pipe size, type and length shall be as specified herein and as shown on the Drawings. Work shall include and not be limited to proper installation, testing, restoration of underground utilities and environmental protection and restoration. 1.02 SCOPE A. This specification covers thrust - restrained PVC pipe, in nominal sizes 4 to 12 inches with cast iron outside diameters. Pipe is included for use as a pressure -rated potable water delivery system, raw water system, as well as in sewer force main and fire protection piping applications. B. Contractor shall be responsible for all installation processes and procedures associated with the installation by horizontal directional drilling in accordance with Specification Section 33 05 23.13, or by open -cut in accordance with Specification Section IV.41.3.2.2. 1.03 REFERENCE DOCUMENTS A. American Society for Testing Materials (ASTM) 1. ASTM D1784: Standard for Rigid PVC Compounds and Chlorinated PVC Compounds ASTM D2837: Standard Test Method for Obtaining Hydrostatic Design Basis for Thermoplastic Pipe Materials 2. ASTM D3139: Standard Specification for Joints for Plastic Pipes Using Flexible Elastomeric Seals 3. ASTM F477: Standard Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe B. American Water Works Association (AWWA) City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT—(C) Issued for Bid March 2013 33 11 00 - 1 1. AWWA C900: Standard for PVC Pressure Pipe Fabricated Fittings, 4 Through 12 inches, for Water Distribution 1.04 REQUIREMENTS A. GENERAL 1. Products delivered under this specification shall be manufactured only from water distribution pipe and couplings conforming to AWWA C900. The restrained joint pipe shall also meet all short and long term pressure test requirements AWWA C900. Pipe, couplings, and all locking spline components used thereon shall be completely non - metallic to eliminate corrosion problems. B. MATERIALS 1. Pipe and couplings shall be made from unplasticized PVC compounds having a minimum cell classification of 12454, as defined in ASTM D1784. The compound shall qualify for a Hydrostatic Design Basis (HDB) of 4000 psi for water at 73.4 Degrees F, in accordance with the requirements of ASTM D2837. C. APPROVALS 1. Restrained joint pipe products shall be tested and approved by an independent third -party laboratory for continuous use at rated pressure. Copies of Agency approval reports or product listing shall be provided to the Engineer. Products intended for contact with potable water shall be evaluated, tested, and certified for conformance with NSF Standard 61 by an acceptable certifying organization. D. DIMENSIONS 1. Nominal outside diameters and wall thicknesses of thrust- restrained pipe shall conform to the requirements of AWWA C900. Thrust- restrained pipe shall be furnished in sizes 4, 6, 8 and 12 inches Class 150 and Class 200. Pipe shall be furnished in standard lengths of 20 feet. 2. Dimensions of the pipe thrust restraint grooves shall be in accordance with manufacturer's specifications. E. JOINTS 1. The pipe shall be joined using non - metallic couplings which, together, have been designed as an integral system for maximum reliability and interchangeability. High - strength flexible thermoplastic splines shall be inserted into matting precision- machined groves in the pipe and coupling to provide full 360 degree restraint with evenly distributed loading. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 33 11 00 - 2 2. Couplings shall be designed for use at the rated pressure of the pipe with which they are utilized, and shall incorporate twin elastomeric sealing gaskets meeting the requirements of ASTM F477. Joints shall be designed to meet the leakage test requirements of ASTM D3139. F. QUALITY CONTROL 1. Every pipe and machined coupling shall pass AWWA C605 hydrostatic proof test requirements. G. MARKING 1. Pipe shall be legibly and permanently marked in ink with the following information. a. Manufacturer and Trade Name b. Nominal Size & DR Rating/Pressure Class c. Hydrostatic Proof Test Pressure d. (NSF-61) e. Manufacturing Date Code 2. Pipe and couplings shall also bear the mark of the certifying agency(s) which have tested and approved the product for use in fire protection applications. H. WORKMANSHIP 1. As defined in AWWA C900, pipe and couplings shall be homogeneous throughout and free from voids, cracks, inclusions, and other defects, and shall be as uniform as commercially practicable in color, density, and other physical characteristics. I. WARRANTY 1. The pipe shall be warranted for one year after substantial completion per the pipe supplier's standard terms. 1.05 SUGGESTED SOURCE OF SUPPLY A. Restrained Joint PVC Pipe shall be CertainTeed's Certa -Lok C900/RJ System, or approved equal. 1.06 SUBMITTALS A. In general, shop drawings and related manufacturer's product certification shall be made in accordance with Paragraph 6.11.1 of Section III - General Conditions of the Contract Documents for approval prior to construction or fabrication of the material by the manufacturer. B. The following PRODUCT DATA is required from the pipe /fittings supplier: City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 33 11 00 - 3 1. Pipe Size 2. Dimensionality 3. Pressure Class per applicable standard 4. Color 5. Recommended Minimum Bending Radius 6. Recommended Maximum Safe Pull Force 7. Pipe and installation services warranty information. 8. Written procedural documentation for piping products including proper handling and storage, installation, tapping, and testing. 1.07 SEPARATION OF RAW WATER, POTABLE WATER, AND WASTEWATER LINES A. A minimum horizontal separation of 6 feet outside to outside shall be maintained between raw water or potable water mains and sanitary sewers or sanitary force mains. Where a raw or potable water main crosses a sanitary sewer or a sanitary force main, a minimum of 18 inches vertical clearance shall be maintained. Where 18 inches of vertical clearance cannot be maintained, the crossing shall be arranged so that the joints of the two pipes are equidistant from the point of crossing with no less than 10 feet between any two joints. Alternatively, the raw water main may be placed in a casing to obtain the equivalent of the required 10 feet separation. B. A minimum horizontal separation of 3 feet outside to outside shall be maintained between raw and potable water mains and reclaimed water mains or storm water mains. Where a raw or potable water main crosses a reclaimed water or a storm water main, a minimum of 18 inches vertical clearance shall be maintained. 1.08 SYSTEM IDENTIFICATION A. All raw water piping and appurtenances shall be clearly identified to inform the public and employees that the water is not intended for drinking. B. The following features shall be included in the design of raw water facilities: 1. All buried PVC raw water transmission piping shall be color coded green. All buried raw water PVC piping shall receive one strip of non - detectable adhesive backed identification tape. Tape shall be olive green, 6- inches wide with black letters. Tape for the raw water piping shall read "CAUTION, RAW WATER LINE" and repeat every 16- inches. Tape shall be manufactured by Nadco Tapes & Labels, Inc. 2. All above ground valves, meters, and other devices, and other appurtenances shall be painted olive green. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 33 11 00 - 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3. Covers for all valve boxes, meter boxes, and other below ground devices on the raw water system shall be painted olive green. Covers shall be permanently embossed with the wording "Raw Water ". Valve boxes shall be square, U.S. Foundry or approved equal. PART 2 - PRODUCTS 2.01 CERTA -LOK POLYVINYL CHLORIDE (PVC) PIPE A. The pipe material to be used shall meet AWWA C900 standards for Polyvinyl Chloride pressure pipe and fittings with a dimension ratio DR18 or DR14. All other pipe shall have the written approval of the ENGINEER and meet all submittal review as an optional approved product. The pipe shall be designated as Certa -Lok C900/RJ as manufactured by CertainTeed Corporation. B. The pipe shall be joined using separate PVC coupling with beveled edges, built -in sealing gaskets and restraining grooves. The restraining splines shall be square or rectangular, and made from Nylon 101. C. Exposed splines shall be cut flush to coupling to reduce soil drag. D. Couplings shall be beveled on leading edges to minimize soil friction. E. CONTRACTOR shall adhere to the pipe manufacturer's most current calculations regarding tensile load limitations for trenchless application. This calculation shall be part of the required submittal (see chart below). Size (inch) SDR Class Pipe O.D. (inch) Coupling O.D. (inch) Maximum Pull -In Force Tightest Bending Maximum Pull - In Force Straight Pull (No Bending) 4 18 150 psi 4.80 5.964 6,700 lbs. 8,200 lbs. 6 18 150 psi 6.90 8.366 9,000 lbs. 12,800 lbs. 8 18 150 psi 9.05 10.947 18,000 lbs. 25,200 lbs. 12 18 150 psi 13.20 15.836 26,440 lbs. 41,100 lbs. F. CONTRACTOR shall adhere to the pipe manufacturer's most current recommendations regarding radius of curvature for Certa -Lok C900/RJ pipe used for trenchless application. This calculation of each bore shall be part of the required submittal prior to work. Pipe Diameter (inch) Min. Radius of Curvature (ft.) Offset per 20. Length (ft.) Deflection per 20. Length 4 100 24 11.5 Degrees 6 150 16 7.6 Degrees City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 331100 -5 8 200 12 5.7 Degrees 12 300 8 3.8 Degrees 2.02 LOCATOR WIRE A. Pipe installed by directional drilling or by open cut shall be laid with two (2) tracer wires for location purposes. Refer to Section 33 12 43 in Section IVa — Supplementary Technical Specifications for additional requirements for tracer wires. PART 3 - EXECUTION 3.01 DELIVERY AND OFF - LOADING A. All pipes shall be bundled or packaged in such a manner as to provide adequate protection of the ends during transportation to the site. Any pipe damaged in shipment shall be replaced as directed by the Owner or Engineer. B. Each pipe shipment should be inspected prior to unloading to see if the load has shifted or otherwise been damaged. Notify Owner or Engineer immediately if more than immaterial damage is found. Each pipe shipment should be checked for quantity and proper pipe size, color and type. C. Pipe should be loaded, off - loaded, and otherwise handled in accordance with AWWA M23, and all of the pipe supplier's guidelines shall be followed. D. Off - loading devices such as chains, wire rope, chokers, or other pipe handling implements that may scratch, nick, cut, or gouge the pipe are strictly prohibited. E. During removal and handling, be sure that the pipe does not strike anything. Significant impact could cause damage, particularly during cold weather. F. If appropriate unloading equipment is not available, pipe may be unloaded by removing individual pieces. Care should be taken to insure that pipe is not dropped or damaged. Pipe should be carefully lowered, not dropped, from trucks. 3.02 HANDLING AND STORAGE A. Any length of pipe showing a crack or which has received a blow that may have caused an incident fracture, even though no such fracture can be seen, shall be marked as rejected and removed at once from the work. Damaged areas, or possible areas of damage may be removed by cutting out and removing the suspected incident fracture area. Limits of the acceptable Length of pipe shall be determined by the Owner or Engineer. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 33 11 00 - 6 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 B. Any scratch or gouge greater than 10 percent of the wall thickness will be considered significant and can be rejected unless determined acceptable by the Owner or Engineer. C. Pipe lengths should be stored and placed on level ground. Pipe should be stored at the job site in the unit packaging provided by the manufacturer. Caution should be exercised to avoid compression, damage, or deformation to the ends of the pipe. The interior of the pipe, as well as all end surfaces, should be kept free from dirt and foreign matter. D. Pipe shall be handled and supported with the use of woven fiber pipe slings or approved equal. Care shall be exercised when handling the pipe to not cut, gouge, scratch or otherwise abrade the piping in any way. E. If pipe is to be stored for periods of 1 year or longer, the pipe should be shaded or otherwise shielded from direct sunlight. Covering of the pipe which allows for temperature build -up is strictly prohibited. Pipe should be covered with an opaque material while permitting adequate air circulation above and around the pipe as required to prevent excess heat accumulation. F. Pipe shall be stored and stacked per the pipe supplier's guidelines. 3.03 PREPARATION PRIOR TO MAKING CONNECTIONS INTO EXISTING PIPING SYSTEMS A. Approximate locations for existing piping systems are shown in the construction documents. Prior to making connections into existing piping systems, the Contractor shall: 1. Field verify location, size, piping material and piping system of the existing pipe. 2. Obtain all required fittings, which may include saddles, sleeve type couplings, flanges, tees, or others as shown in the construction documents. 3. Have installed all temporary pumps and /or pipes in accordance with established connection plans. B. Unless otherwise approved, new piping systems shall be completely assembled and successfully tested prior to making connections into existing pipe systems. 3.04 PIPE SYSTEM CONNECTIONS A. Pipe connections shall be installed per applicable standards and regulations, as well as per the connection manufacturer's guidelines and as indicated in the Construction Documents. Pipe connections to structures shall be installed per applicable standards and regulations, as well as per the connection manufacturer's guidelines. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 331100 -7 3.05 TAPPING FOR POTABLE AND NON - POTABLE WATER APPLICATIONS A. Tapping shall be performed using standard tapping saddles designed for use on PVC piping in accordance with AWWA C605. Tapping shall be performed only with use of tap saddles or sleeves. NO DIRECT TAPPING WILL BE PERMITTED. Tapping shall be performed in accordance with the applicable sections for Saddle Tapping per Uni- Pub -8. B. All connections requiring a larger diameter than that recommended by the pipe supplier, shall be made with a pipe connection as specified and indicated on the drawings. C. Equipment used for tapping shall be made specifically for tapping PVC pipe: 1. Tapping bits shall be slotted "shell" style cutters, specifically made for PVC pipe. `Hole saws' made for cutting wood, steel, ductile iron, or other materials are strictly prohibited. Shell cutter tapping bits for I -inch services shall be 7/8 -inch diameter. Shell cutter tapping bits for 2 -inch services shall be 1 -3/4 inch diameter. 2. Manually operated or power operated drilling machines may be used. D. Taps may be performed while the pipeline is filled with water and under pressure ('wet' tap), or when the pipeline is not filled with water and not under pressure (`dry' tap). 3.06 PIGGING, FLUSHING AND CLEANING A. All mains shall be pigged, cleaned and flushed to remove all sand and other foreign matter after the service lines have been installed. The Contractor shall be responsible for developing a pigging and flushing plan to be submitted to the Engineer for approval prior to pigging and flushing. The Contractor shall meter and pay for water used for pigging, flushing, and cleanings. The cost of this water shall be included in the piping bid items. The Contractor shall dispose of all water used for pigging and for flushing without causing a nuisance or property damage. Any permits required for the disposal of flushing water shall be the responsibility of the Contractor. B. Pigs shall be of sufficient size to clear the pipelines of any sand, debris and construction materials. C. All potable and raw water mains shall be disinfected in accordance with Specification Section IV.41.5 - Sterilization. 3.07 TESTING A. This Section supersedes Specification Section IV.41.4.1. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 33 11 00 - 8 B. Testing shall comply with all applicable jurisdictional building codes, statutes, standards, regulations and laws. C. Pressure Testing 1. The Contractor shall backfill all pipe and thrust blocking before pressure testing unless the Project Representative directs certain joints or connections left uncovered. Where thrust blocking is provided the pressure test shall not be made until at least five (5) days after the thrust blocking has been installed. A high early strength concrete may be used to reduce this time. 2. All newly laid pipe, including fitting and valves shall be pressure tested in accordance with AWWA C -605. The duration of each such test will be at least two hours. 3. Each valved section of pipe shall be slowly filled with water and a pump shall be hooked to the pipe in a manner satisfactory to the Project Representative to supply the test pressure of 150 psi. The pump, pipe connection and all necessary apparatus shall be furnished by the Contractor. The gauges used shall be furnished by the Contractor. The Contractor shall, upon request of the Project Representative, furnish to the Utilities Department certified test data for pressure gauges used for pressure testing. 4. Before applying the specified test pressure, all air shall be expelled from the pipe. Permanent air relief valves shall be located as shown on the plans. if air relief valves are not furnished the Contractor shall install corporation cocks for this purpose. 5. All exposed pipe, fittings, valves, joints and appurtenances shall be carefully examined during the open- trench test. Any cracked or defective pipe, fittings, valves or appurtenances discovered in consequence of this test shall be removed and replaced with acceptable material and the test shall be repeated to the satisfaction of the Project Representative. D. Leakage Test 1. A leakage test shall be conducted after the pressure test has been satisfactorily completed. The Contractor shall, as before, furnish all pumps, pipe, connections and other items required to satisfactorily complete the leakage test. The leakage test shall have duration of two hours at the pressure specified for the pressure test. No pipe installation will be accepted if the leakage is greater than that determined by the formula for mechanical and push -on joints: SDP112 L= Allowable leakage [gph] L= S= Length of pipe tested [feet] 148,000 D= Nominal diameter of pipe [inches] P= Average pressure during test [psig] City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT-(C) Issued for Bid March 2013 33 11 00 - 9 2. The Owner, or his duly authorized Project Representative, shall witness these tests. The Contractor shall be responsible for finding and repairing leaks. No additional cost may be incurred by the Owner due to repairs because of failure of either test. The Project Representative has the authority to determine the number of repairs that will be made within a given length of pipe and has the right to request the Contractor to remove and relay a section of pipe if such does not comply with the established leakage rates as shown in the following table: ALLOWABLE LEAKAGE IN GALLONS PER HOUR (Test Pressure = 150 psi) Pipe diameter Leakage per 1,000 feet 2 0.18 4 0.33 6 0.50 8 0.66 10 0.83 12 0.99 16 1.32 E. The manufacturer's recommendations on bend radius and tensile strength shall be observed. F. All service lines on the new mains shall also be tested along with the new mains. G. Notice of Test: The Contractor shall give the Owner 48 hours advance notice of the time when the installation is ready for hydrostatic testing. END OF SECTION City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 33 11 00 - 10 SECTION 33 11 05 WATER UTILITY PIPING — DIAMOND LOK -21 PVC PIPE PART 1 - GENERAL 1.01 WORK INCLUDED A. This section supersedes Specification Section IV 41.2.2.2. It specifies Diamond Lok- 21 polyvinyl chloride pipe (PVC), including standards for dimensionality, testing, quality, safe handling, and storage. B. Furnish all labor, materials and equipment required to install 4, 6, and 8 -inch Diamond Lok -21 C900/RJ PVC raw and potable water mains pipe in accordance with the requirements of the Contract Documents. The maximum allowed Diamond Lok- 21 C900/RJ PVC pipe diameter on this project shall be 8 -inch. The pipe size, type and length shall be as specified herein and as shown on the Drawings. Work shall include and not be limited to proper installation, testing, restoration of underground utilities and environmental protection and restoration. 1.02 SCOPE A. This specification covers thrust- restrained PVC pipe, in nominal sizes 4 to 8 inches with cast iron outside diameters. Pipe is included for use as a pressure -rated potable water delivery system, raw water system, as well as in sewer force main and fire protection piping applications. B. Contractor shall be responsible for all installation processes and procedures associated with the installation by horizontal directional drilling in accordance with Section 33 05 23.13 in Section IVa — Supplementary Technical Specifications, or by open -cut in accordance with Specification Section IV 41.3.2.2. 1.03 REFERENCE DOCUMENTS A. American Society for Testing Materials (ASTM) 1. ASTM D1784: Standard for Rigid PVC Compounds and Chlorinated PVC Compounds ASTM D2837: Standard Test Method for Obtaining Hydrostatic Design Basis for Thermoplastic Pipe Materials 2. ASTM D3139: Standard Specification for Joints for Plastic Pipes Using Flexible Elastomeric Seals 3. ASTM F477: Standard Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe B. American Water Works Association (AWWA) City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 33 11 05 - 1 1. AWWA C900: Standard for PVC Pressure Pipe Fabricated Fittings, 4 Through 12 inches, for Water Distribution 1.04 REQUIREMENTS A. GENERAL 1. Products delivered under this specification shall be manufactured only from water distribution pipe and couplings conforming to AWWA C900. The restrained joint pipe shall also meet all short and long term pressure test requirements AWWA C900. B. MATERIALS 1. Pipe shall be made from unplasticized PVC compounds having a minimum cell classification of 12454, as defined in ASTM D1784. The compound shall qualify for a Hydrostatic Design Basis (HDB) of 4000 psi for water at 73.4 Degrees F, in accordance with the requirements of ASTM D2837. C. APPROVALS 1. Restrained joint pipe products shall been tested and approved by an independent third -party laboratory for continuous use at rated pressure. Copies of Agency approval reports or product listing shall be provided to the Engineer. Products intended for contact with potable water shall be evaluated, tested, and certified for conformance with NSF Standard 61 by an acceptable certifying organization. D. DIMENSIONS 1. Nominal outside diameters and wall thicknesses of thrust- restrained pipe shall conform to the requirements of AWWA C900. Thrust- restrained pipe shall be furnished in sizes 4, 6, and 8 inches, Class 150 and Class 200. Pipe shall be furnished in standard lengths of 20 feet. E. JOINTS 1. The pipe shall be joined using the Bulldog Restraint System® with a Rieber gasket per ASTM F477 to provide full restraint with evenly distributed loading. F. QUALITY CONTROL 1. Every pipe and joint shall pass AWWA C605 hydrostatic proof test requirements. G. MARKING 1. Pipe shall be legibly and permanently marked in ink with the following information. a. Manufacturer and Trade Name City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT—(C) Issued for Bid March 2013 33 11 05 - 2 b. Nominal Size & DR Rating /Pressure Class c. Hydrostatic Proof Test Pressure d. (NSF -61) e. Manufacturing Date Code 2. Pipe and couplings shall also bear the mark of the certifying agency(s) which have tested and approved the product for use in fire protection applications. H. WORKMANSHIP 1. As defined in AWWA C900, pipe and couplings shall be homogeneous throughout and free from voids, cracks, inclusions, and other defects, and shall be as uniform as commercially practicable in color, density, and other physical characteristics. No cross connection between the reclaimed water system and the potable water system shall be allowed. At all locations where reclaimed water service is provided, the public potable water supply shall be protected by installation of an approved backflow prevention device. J. WARRANTY 1. The pipe shall be warranted for one year after substantial completion per the pipe supplier's standard terms. 1.05 SUGGESTED SOURCE OF SUPPLY A. Restrained Joint PVC Pipe shall be Diamond Plastics's Diamond Lok -21 C900 System, or approved equal. 1.06 SUBMITTALS A. In general, shop drawings and related manufacturer's product certification shall be made in accordance with Paragraph 6.11.1 of Section III - General Conditions of the Contract Documents for approval prior to construction or fabrication of the material by the manufacturer. B. The following PRODUCT DATA is required from the pipe /fittings supplier: 1. Pipe Size 2. Dimensionality 3. Pressure Class per applicable standard 4. Color a. Recommended Minimum Bending Radius b. Recommended Maximum Safe Pull Force c. Pipe and installation services warranty information. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 33 11 05 - 3 d. Written procedural documentation for piping products including proper handling and storage, installation, tapping, and testing. 1.07 SEPARATION OF RECLAIMED WATER, POTABLE WATER, AND WASTEWATER LINES A. A minimum horizontal separation of 6 feet outside to outside shall be maintained between raw water or potable water mains and sanitary sewers or sanitary force mains. Where a raw or potable water main crosses a sanitary sewer or a sanitary force main, a minimum of 18 inches vertical clearance shall be maintained. Where 18 inches of vertical clearance cannot be maintained, the crossing shall be arranged so that the joints of the two pipes are equidistant from the point of crossing with no less than 10 feet between any two joints. Alternatively, the raw water main may be placed in a casing to obtain the equivalent of the required 10 feet separation. B. A minimum horizontal separation of 3 feet outside to outside shall be maintained between raw and potable water mains and reclaimed water mains or storm water mains. Where a raw or potable water main crosses a reclaimed water or a storm water main, a minimum of 18 inches vertical clearance shall be maintained. 1.08 SYSTEM IDENTIFICATION A. All raw water piping and appurtenances shall be clearly identified to inform the public and employees that the water is not intended for drinking. B. The following features shall be included in the design of raw water facilities: 1. All buried PVC raw water transmission piping shall be color coded green. All buried raw water PVC piping shall receive one strip of non - detectable adhesive backed identification tape. Tape shall be olive green, 6- inches wide with black letters. Tape for the raw water piping shall read "CAUTION, RAW WATER LINE" and repeat every 16- inches. Tape shall be manufactured by Nadco Tapes & Labels, Inc. 2. 2. All above ground valves, meters, and other devices, and other appurtenances shall be painted olive green. 3. 3. Covers for all valve boxes, meter boxes, and other below ground devices on the raw water system shall be painted olive green. Covers shall be permanently embossed with the wording "Raw Water ". Valve boxes shall be square, U.S. Foundry or approved equal. PART 2 - PRODUCTS 2.01 DIAMOND LOK -21 POLYVINYL CHLORIDE (PVC) PIPE A. The restraint joint C900 DR 18, PVC pipe (4 through 8 inches) is made of 12454 compound per ASTM DI784, in accordance with the dimensional, chemical, and City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT—(C) Issued for Bid March 2013 33 11 05 - 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 physical requirements of AWWA C900. The PVC pipe bears the mark of NSF, International. All other pipe shall have the written approval of the ENGINEER and meet all submittal review as an optional approved product. The pipe shall be designated as Diamond Lok -21 C900 as manufactured by Diamond Plastics Corporation. B. Diamond Lok -21® restraint joint C900 utilizes the Bulldog Restraint System® with a Rieber gasket per ASTM F477 to seal the integral bell socket to the spigot of the next joint. This conforms to the requirements of ASTM D3139. C. Each male end is beveled to facilitate joint assembly, and the spigot is reference marked to ensure proper insertion depth. D. Diamond furnished lubricant is to be used in the joining process. E. CONTRACTOR shall adhere to the pipe manufacturer's most current calculations regarding tensile load limitations for trenchless application. This calculation shall be part of the required submittal (see chart below). Size (inch) SDR Class Pipe O.D. (inch) Bell O.D. (inch) Minimum Wall Thickness (inch) Maximum Pull - In Force Straight Pull (no bending) 4 18 150 psi 4.80 6 -1/2 0.267 15,000 lbs. 6 18 150 psi 6.90 9 -1/4 0.383 20,000 lbs. 8 18 150 psi 9.05 11 -3/4 0.503 30,000 lbs. F. CONTRACTOR shall adhere to the pipe manufacturer's most current recommendations regarding radius of curvature for Diamond Lok -21 C900 pipe used for trenchless application. This calculation of each bore shall be part of the required submittal prior to work. G. Neither the pipe nor the joint should be axially deflected in any manner to cause stress at the joint. H. Diamond C900 and C905 will accommodate a ldegree change in direction for a four inch offset per joint. The minimum radius of curvature for 20 -foot joints is 1,146 feet. This, minimum radius of curvature, assumes the spigot is not inserted beyond the insert reference mark. Inserting the spigot beyond the insert reference mark reduces allowable joint offset. 2.02 LOCATOR WIRE A. Pipe installed by directional drilling or by open cut shall be laid with two (2) tracer wires for location purposes. Refer to Section 33 12 43 in Section IVa- Supplementary Technical Specifications for additional requirements for tracer wires. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT—(C) Issued for Bid March 2013 33 11 05 - 5 PART 3 - EXECUTION 3.01 DELIVERY AND OFF - LOADING A. All pipes shall be bundled or packaged in such a manner as to provide adequate protection of the ends during transportation to the site. Any pipe damaged in shipment shall be replaced as directed by the Owner or Engineer. B. Each pipe shipment should be inspected prior to unloading to see if the load has shifted or otherwise been damaged. Notify Owner or Engineer immediately if more than immaterial damage is found. Each pipe shipment should be checked for quantity and proper pipe size, color and type. C. Pipe should be loaded, off - loaded, and otherwise handled in accordance with AWWA M23, and all of the pipe supplier's guidelines shall be followed. D. Off - loading devices such as chains, wire rope, chokers, or other pipe handling implements that may scratch, nick, cut, or gouge the pipe are strictly prohibited. E. During removal and handling, be sure that the pipe does not strike anything. Significant impact could cause damage, particularly during cold weather. F. If appropriate unloading equipment is not available, pipe may be unloaded by removing individual pieces. Care should be taken to insure that pipe is not dropped or damaged. Pipe should be carefully lowered, not dropped, from trucks. 3.02 HANDLING AND STORAGE A. Any length of pipe showing a crack or which has received a blow that may have caused an incident fracture, even though no such fracture can be seen, shall be marked as rejected and removed at once from the work. Damaged areas, or possible areas of damage may be removed by cutting out and removing the suspected incident fracture area. Limits of the acceptable length of pipe shall be determined by the Owner or Engineer. B. Any scratch or gouge greater than 10 percent of the wall thickness will be considered significant and can be rejected unless determined acceptable by the Owner or Engineer. C. Pipe lengths should be stored and placed on level ground. Pipe should be stored at the job site in the unit packaging provided by the manufacturer. Caution should be exercised to avoid compression, damage, or deformation to the ends of the pipe. The interior of the pipe, as well as all end surfaces, should be kept free from dirt and foreign matter. D. Pipe shall be handled and supported with the use of woven fiber pipe slings or approved equal. Care shall be exercised when handling the pipe to not cut, gouge, scratch or otherwise abrade the piping in any way. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 33 11 05 - 6 E. If pipe is to be stored for periods of 1 year or longer, the pipe should be shaded or otherwise shielded from direct sunlight. Covering of the pipe which allows for temperature build -up is strictly prohibited. Pipe should be covered with an opaque material while permitting adequate air circulation above and around the pipe as required to prevent excess heat accumulation. F. Pipe shall be stored and stacked per the pipe supplier's guidelines. 3.03 PREPARATION PRIOR TO MAKING CONNECTIONS INTO EXISTING PIPING SYSTEMS A. Approximate locations for existing piping systems are shown in the construction documents. Prior to making connections into existing piping systems, the Contractor shall: 1. Field verify location, size, piping material and piping system of the existing pipe. 2. Obtain all required fittings, which may include saddles, sleeve type couplings, flanges, tees, or others as shown in the construction documents. 3. Have installed all temporary pumps and /or pipes in accordance with established connection plans. B. Unless otherwise approved, new piping systems shall be completely assembled and successfully tested prior to making connections into existing pipe systems. 3.04 PIPE SYSTEM CONNECTIONS A. Pipe connections shall be installed per applicable standards and regulations, as well as per the connection manufacturer's guidelines and as indicated in the Construction Documents. Pipe connections to structures shall be installed per applicable standards and regulations, as well as per the connection manufacturer's guidelines. 3.05 TAPPING FOR POTABLE AND NON - POTABLE WATER APPLICATIONS A. Tapping shall be performed using standard tapping saddles designed for use on PVC piping in accordance with AWWA C605. Tapping shall be performed only with use of tap saddles or sleeves. NO DIRECT TAPPING WILL BE PERMITTED. Tapping shall be performed in accordance with the applicable sections for Saddle Tapping per Uni- Pub -8. B. All connections requiring a larger diameter than that recommended by the pipe supplier, shall be made with a pipe connection as specified and indicated on the drawings. C. Equipment used for tapping shall be made specifically for tapping PVC pipe: City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT—(C) Issued for Bid March2013 331105 -7 1. Tapping bits shall be slotted "shell" style cutters, specifically made for PVC pipe. `Hole saws' made for cutting wood, steel, ductile iron, or other materials are strictly prohibited. 2. Manually operated or power operated drilling machines may be used. D. Taps may be performed while the pipeline is filled with water and under pressure ('wet' tap), or when the pipeline is not filled with water and not under pressure (`dry' tap). 3.06 PIGGING, FLUSHING AND CLEANING A. All mains shall be pigged, cleaned and flushed to remove all sand and other foreign matter. The Contractor shall be responsible for developing a pigging and flushing plan to be submitted to the Engineer for approval prior to pigging and flushing. The Contractor shall meter and pay for water used for pigging, flushing, and cleanings. The cost of this water shall be included with the pigging cost in the piping bid items. The Contractor shall dispose of all water used pigging and for flushing without causing a nuisance or property damage. Any permits required for the disposal of flushing water shall be the responsibility of the Contractor. B. Pigs shall be of sufficient size to clear the pipelines of any sand, debris and construction materials. C. All potable and raw water mains shall be disinfected in accordance with Specification Section IV.41.5 - Sterilization. 3.07 TESTING A. This Section supersedes Specification Section IV.41.4.1. B. Testing shall comply with all applicable jurisdictional building codes, statutes, standards, regulations and laws. C. Pressure Testing 1. The Contractor shall backfill all pipe and thrust blocking before pressure testing unless the Project Representative directs certain joints or connections left uncovered. Where thrust blocking is provided the pressure test shall not be made until at least five (5) days after the thrust blocking has been installed. A high early strength concrete may be used to reduce this time. 2. All newly laid pipe, including fitting and valves shall be pressure tested in accordance with AWWA C -605. The duration of each such test will be at least two hours. 3. Each valved section of pipe shall be slowly filled with water and a pump shall be hooked to the pipe in a manner satisfactory to the Project Representative to supply the test pressure of 150 psi. The pump, pipe connection and all City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 33 11 05 - 8 necessary apparatus shall be furnished by the Contractor. The gauges used shall be furnished by the Contractor. The Contractor shall, upon request of the Project Representative, furnish to the Utilities Department certified test data for pressure gauges used for pressure testing. 4. Before applying the specified test pressure, all air shall be expelled from the pipe. Permanent air relief valves shall be located as shown on the plans. If air relief valves are not furnished the Contractor shall install corporation cocks for this purpose. 5. All exposed pipe, fittings, valves, joints and appurtenances shall be carefully examined during the open- trench test. Any cracked or defective pipe, fittings, valves or appurtenances discovered in consequence of this test shall be removed and replaced with acceptable material and the test shall be repeated to the satisfaction of the Project Representative. D. Leakage Test 1. A leakage test shall be conducted after the pressure test has been satisfactorily completed. The Contractor shall, as before, furnish all pumps, pipe, connections and other items required to satisfactorily complete the leakage test. The leakage test shall have a duration of two hours at the pressure specified for the pressure test. No pipe installation will be accepted if the leakage is greater than that determined by the formula for mechanical and push -on joints: SDP112 L= Allowable leakage [gph] L= S= Length of pipe tested [feet] 148,000 D= Nominal diameter of pipe [inches] P= Average pressure during test [psig] 2. The Owner, or his duly authorized Project Representative, shall witness these tests. The Contractor shall be responsible for finding and repairing leaks. No additional cost may be incurred by the Owner due to repairs because of failure of either test. The Project Representative has the authority to determine the number of repairs that will be made within a given length of pipe and has the right to request the Contractor to remove and relay a section of pipe if such does not comply with the established leakage rates as shown in the following table: City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 33 11 05 - 9 ALLOWABLE LEAKAGE IN GALLONS PER HOUR (Test Pressure = 150 psi) Pipe Diameter Leakage per 1,000 feet 2 0.18 4 0.33 6 0.50 8 0.66 10 0.83 12 0.99 16 1.32 E. The manufacturer's recommendations on bend radius and tensile strength shall be observed. F. All service lines on the new mains shall also be tested along with the new mains. G. Notice of Test: The Contractor shall give the Owner 48 hours advance notice of the time when the installation is ready for hydrostatic testing. END OF SECTION City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 33 11 05 - 10 SECTION 33 11 10 WATER UTLITY PIPING - HDPE PIPE PART 1 - GENERAL 1.01 DESCRIPTION OF WORK A. This Section includes materials and methods of installation of HDPE. Pipe is intended for use as a pressure -rated raw water delivery system. B. HDPE pipe will be used only in the locations shown on the Contract Drawings or as instructed by the Owner's Authorized Project Representative. 1.02 HANDLING AND STORAGE A. All pipe, fittings, valves and accessories shall be loaded and unloaded by lifting with hoists or by skidding in order to avoid shock or damage. Under no circumstances shall materials be dropped. Pipe handled on skidways shall not be rolled or skidded against pipe on the ground. Slings, hooks or pipe tongs shall be padded and used in such a manner as to prevent damage to the exterior surface or interior of the pipe. B. Materials, if stored, shall be kept safe from damage. The interior as well as all sealing surfaces of all pipe, fittings, and other appurtenances shall be kept free from dirt or foreign matter at all times. Valves shall be drained and stored in a manner that will protect them from damage or freezing. C. Pipe stored outside and exposed to prolonged periods of sunlight shall be covered with canvas or other opaque material. Air circulation shall be provided under covering. D. Pipe shall not be stacked higher than the limits recommended by the manufacturer. The bottom tiers shall be kept off the ground on timbers, rails, or concrete. Pipe shall not be stored close to heat sources. E. Gaskets shall be placed in a cool location out of direct sunlight. Gaskets shall not come in contact with petroleum products. Gaskets shall be used on a first -in, first -out basis. Mechanical joint bolts shall be handled and stored in a manner that will ensure proper use with respect to types and sizes. 1.03 REFERENCE DOCUMENTS A. Ductile Iron Pipe A.N.S.I. A21 -51. B. HDPE Pipe AWWA C906. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT—(C) Issued for Bid March 2013 33 11 10 - 1 C. HDPE Pipe AWWA C901. D. Water Resources Act, Chapter 373, F.S. E. Chapter 17 -40 Florida Administrative Code. F. Chapter 17 -610 Florida Administrative Code. G. American National Standards Institute (ANSI). H. American Water Works Association (AWWA). I. American Society for Testing Materials (ASTM) J. American Association of State Highway Transportation Officials (AASHTO). K. American Society of Sanitary Engineers (ASSE). L. Plastic Pipe Institute (PPI) 1.04 SHOP DRAWINGS AND SUBMITTALS A. In general, shop drawings and related manufacturer's product certification shall be made in accordance with Paragraph 6.11.1 of Section III - General Conditions of the Contract Documents for approval prior to construction or fabrication of the material by the manufacturer. The following items, which require shop drawings, are brought to the Contractor's attention. The list may not include all items for which shop drawing submittals are required to meet the requirements of the project. 1. Detail drawings of all classes of pipe, joints, and fittings. 2. Detail Drawings of restrained and flexible joints, including test reports to confirm thrust restraint capacities and restraining mechanism application. 3. Pipeline laying schedule tabulated and referenced to construction line and grade controls shown on plans, with station, offset and elevations. References shall be provided for pipe fittings, valves, service connections and other important features of the pipeline. 4. Service Connections. 5. Valves and Valve Boxes. 6. Paint - Manufacturer's information and color sample. 7. All Appurtenant Items. B. Certification and test reports for the materials, manufacturing, and testing of the types of pipe supplied shall be performed and furnished by the pipe manufacturer in accordance with the latest standards of the industry as described herein. C. Provide a statement in writing from the HDPE pipe manufacturer that it is listed with the Plastic Pipe Institute as a qualified extruder for the polyethylene resin being used to manufacture the pipe for this project. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT—(C) Issued for Bid March2013 331110 -2 1 1 1 1 1 1 1 1 1 1 1 r 1 1 1 1.05 SEPARATION OF RAW WATER, POTABLE WATER, AND WASTEWATER LINES A. A minimum horizontal separation of 6 feet outside to outside shall be maintained between raw water or potable water mains and sanitary sewers or sanitary force mains. Where a raw or potable water main crosses a sanitary sewer, a sanitary force main, a minimum of 18 inches vertical clearance shall be maintained. Where 18 inches of vertical clearance cannot be maintained, the crossing shall be arranged so that the joints of the two pipes are equidistant from the point of crossing with no less than 10 feet between any two joints. Alternatively, the raw water main may be placed in a casing to obtain the equivalent of the required 10 feet separation. B. A minimum horizontal separation of 3 feet outside to outside shall be maintained between raw and potable water mains and reclaimed water mains or storm water mains. Where a raw or potable water main crosses a reclaimed water or a storm water main, a minimum of 18 inches vertical clearance shall be maintained. 1.06 SYSTEM IDENTIFICATION A. All raw water piping and appurtenances shall be clearly identified to inform the public and employees that the water is not intended for drinking. B. The following features shall be included in the design of raw water facilities: 1. All buried HDPE raw water transmission piping shall be color coded green. All HDPE piping shall receive one strip of non - detectable adhesive backed identification tape. Tape shall be olive green, 6- inches wide with black letters. Tape for the raw water piping shall read "CAUTION, RAW WATER LINE" and repeat every 16- inches. Tape shall be manufactured by Nadco Tapes & Labels, Inc. 2. All above ground valves, meters, and other devices, and other appurtenances shall be painted olive green. 3. Covers for all valve boxes, meter boxes, and other below ground devices on the raw water system shall be painted olive green. Covers shall be permanently embossed with the wording "Raw Water ". Valve boxes shall be square, U.S. Foundry or approved equal. C. The following features shall be included in the design of potable water facilities: 1. All buried potable water transmission and distribution piping shall be color coded blue. All ductile iron potable water pipes shall be enclosed in a polyethylene wrap colored blue. 2. All above ground valves, meters, and other devices, and other appurtenances shall be painted blue. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 33 11 10 - 3 3. Covers for all valve boxes, meter boxes, and other below ground devices on the potable water system shall be painted blue. Covers shall be permanently embossed with the wording "Water ". Valve boxes shall be square, U.S. Foundry or approved equal. D. The following features shall be included in the design of sanitary sewer facilities: 1. All buried sanitary sewer piping shall be color coded green. All ductile iron force mains shall be enclosed in a polyethylene wrap colored green. 2. All above ground valves, meters, and other devices, and other appurtenances shall be painted green. 3. Covers for all valve boxes, meter boxes, and other below ground devices on the sanitary sewer system shall be painted green. Covers shall be permanently embossed with the wording "Sanitary Sewer ". Valve boxes shall be square, U.S. Foundry or approved equal. 1.07 WARRANTY A. The pipe shall be warranted for one year after substantial completion per the pipe supplier's standard terms. B. In addition to the standard pipe warranty, the fusion services shall be warranted for one year after substantial completion per the fusion service provider's standard terms. PART 2 - PRODUCTS 2.01 REFERENCES A. The following documents are a part of this Section. Where this Specification section differs from these documents, the requirements of this section shall apply. 1. ASTM D1248 -84, Polyethylene Plastics Molding and Extrusion Materials. 2. ASTM D3350 -84, Polyethylene Plastic Pipe and Fittings Material. 3. ASTM F714 -85, Polyethylene (PE) Plastic Pipe (SDR -PR) Based on Outside Diameter. 2.02 HIGH DENSITY POLYETHYLENE PIPE AND FITTINGS A. General: 1. All High Density Polyethylene (HDPE) shall be manufactured by Driscopipe, a subsidiary of Phillips Petroleum Company; PLEXCO, Division of Chevron Chemical Company; or approved equal. 2. All HDPE pipe shall have a Ductile Iron Pipe outside diameter unless otherwise specified in the Contract Documents. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 33 11 10 - 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3. Potable water pipe shall be permanently co- extruded with blue coloring on pipe outside surface. Reclaimed water pipe shall be permanently co- extruded with purple coloring on pipe outside surface. 4. All HDPE piping system components shall be the products of one manufacturer. B. HDPE Pipe Specifications High Density Polyethylene pipe 4- inches diameter and larger shall conform to material standard ASTM D3350 345434 C cell classification rated as PE 3408 by the Plastics Pipe Institute. Minimum pressure rating shall be 160 psi SDR 11 (Standard Dimension Ratio) for pipe sizes greater than 4 inches in diameter. For pipe sizes 2 inches and smaller in diameter, the minimum pressure rating shall be 200 psi SDR 9. All pipe 4- inches in diameter and greater shall have a ductile iron pipe O.D. Pressure ratings are at standard test conditions and temperature of 73.4 °F (23 °C). 2. The polyethylene compound shall be suitably protected against degradation by ultraviolet light by means of carbon black, well dispersed by precompounding in a concentration of not less than 2 percent. 3. The maximum allowable hoop stress shall be 800 psi at 73.4 degrees F. 4. The pipe manufacturer shall be listed with the Plastic Pipe Institute as meeting the recipe and mixing requirements of the resin manufacturer for the resin used to manufacture the pipe in this project. C. Fittings 1. All fittings for HDPE pipe (4 inches and larger), except for D.I/HDPE Mechanical Joint Adaptors, shall be compact ductile iron mechanical joint fittings. If a fitting is unavailable as a compact ductile iron mechanical joint fitting, then use a regular ductile iron mechanical joint fitting. See Paragraph 41.2.2.3 of Section IV — Technical Specifications of the Contract Documents. 2. D.I./HDPE Mechanical Joint Adaptors. a. The manufacturer of the HDPE pipe shall supply all D.I./HDPE mechanical joint adaptors and accessories required to perform the work as shown on the Drawings. b. The D.I./HDPE mechanical joint adaptor shall consist of: i. A molded or fabricated HDPE mechanical joint transition fitting ii. A standard rubber gasket for a D.I. mechanical joint. iii. A D.I. mechanical joint backup drive ring. iv. Cor -Ten mechanical joint tee bolts. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission' Main Expansion Project 10- 0039- UT—(C) Issued for Bid March 2013 33 11 10 - 5 v. A stainless steel stiffener inserted in the MJ end of the HDPE transition fitting. c. The D.I. /HDPE mechanical joint adaptor shall be connected to the HDPE pipe by a heat -fused joint on one end, and connected to a ductile iron pipe valve, or fitting with a mechanical joint on the other end. d. The tee bolts and backup drive ring shall act as a joint restraint to keep the connecting pieces from pulling apart. e. The HDPE transition fitting shall be molded or fabricated by the manufacturer of the HDPE pipe. All molded fittings shall be fully pressure rated to match the SDR pressure rating for which they are made. Fabricated fittings shall be rated for internal pressure service equivalent to the full pressure rating of the mating pipe. f. If rework compounds are required, only those generated in the manufacturer's own plant from resin compounds of the same class and type from the same raw material supplier shall be used. g. Solvent epoxy cementing and mechanical joining with bolt on wrap around clamps shall not be used for connections. D. HDPE Pipe Jointing Method 1. HDPE pipe shall be jointed by the butt - fusion process in accordance with pipe manufacturer's directions. Contractor shall provide butt- fusion technicians who are trained and certified by the P.E. pipe manufacturer to complete the project. The date of technician certification shall not exceed 12 months before commencing construction. 2. All HDPE pipe joined by butt - fusion shall be made from the same class and type of raw material made by the same raw material supplier. 3. Butt- fusion means the butt joining of the pipe by softening the aligned faces of the pipe ends in a suitable apparatus and pressing them together under controlled pressure. 4. The internal and external beads resulting from the butt - fusion process shall be visible and examined for penetration 360 degrees around the pipe diameter. 2.03 LOCATOR WIRE A. All HDPE pipe mains installed by directional bore or by open cut shall be laid with two (2) insulated 12 gauge solid strand copper wires for location purposes. Refer to Section 33 12 43 for additional information on tracer wires. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT—(C) Issued for Bid March 2013 33 11 10 - 6 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 r 1 PART 3 - EXECUTION 3.01 GENERAL A. All polyethylene pipe shall be cut, fabricated, and installed in strict conformance with the pipe manufacturer's recommendations. Joining, laying, and pulling of polyethylene pipe shall be accomplished by personnel experienced in working with polyethylene pipe. The pipe supplier shall certify in writing that the Contractor is qualified to join, lay, and pull the pipe or representative of the pipe manufacturer shall be on site to oversee the pipe joining. Expenses for the representative shall be paid for by the Contractor. 3.02 PIPE INSPECTION A. The Contractor shall obtain from the pipe manufacturer a certificate of inspection to the effect that the pipe and fittings supplied for this Contract have been inspected at the plant and that they meet the requirements of these specifications. The Contractor shall submit these certificates to the Engineer prior to installation of the pipe materials. All pipe and fittings shall be subjected to visual inspection at time of delivery and before they are lowered into the trench to be laid. Joints or fittings that do not conform to these specifications will be rejected and must be removed immediately by the Contractor. The entire product of any plant may be rejected when, in the opinion of the County, the methods of manufacture fail to secure uniform results, or where the materials used are such as to produce inferior pipe or fittings. 3.03 TRANSPORTATION A. Care shall be taken during transportation of the pipe that it is not cut, kinked, or otherwise damaged. 3.04 STORAGE A. Pipes shall be stored on level ground, preferably turf or sand, free of sharp objects, which could damage the pipe. Stacking of the polyethylene pipe shall be limited to a height that will not cause excessive deformation of the bottom layers at pipes under anticipated temperature condition. Where necessary due to ground conditions, the pipe shall be stored on wooden sleepers, spaced suitably and of such widths as not to allow deformation of the pipe at the point of contact with the sleeper or between supports. B. Pipes shall be stored in such a manner as to limit their exposure to ultraviolet light as the pipe color will fade. Excessive loss of color in the pipe material may result in the rejection of piping material by the Project Representative. 3.05 HANDLING PIPE A. The handling of the joined pipeline shall be in such a manner that the pipe is not damaged by dragging it over sharp and cutting objects. Ropes, fabric, or rubber - City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT-(C) Issued for Bid March 2013 33 11 10 - 7 protected slings and straps shall be used when handling pipes. Chains, cables, or hooks inserted into the pipe ends shall not be used. Two slings spread apart shall be used for lifting each length of pipe. Pipe or fittings shall not be dropped onto rocky or unprepared ground. Slings for handling the pipeline shall not be positioned at butt - fused joints. Sections of the pipes with cuts and gouges exceeding 10 percent of the pipe wall thickness or kinked sections shall be removed and the ends rejoined. The dragging of fused HDPE pipe along asphalt and concrete paving will not be allowed. B. The open ends of all sections of joined and /or installed pipe (not in service) shall be plugged at night to prevent animals or foreign material from entering the pipe line or pipe section. C. Waterproof nightcaps of approved design may be used but they shall be so constructed that they will prevent the entrance of any type of natural precipitation into the pipe and will be fastened to the pipe in such a manner that the wind cannot blow them loose. D. The practice of stuffing cloth or paper in the open ends of the pipe will not be permitted. E. Where possible, the pipe shall be raised and supported at a suitable distance back from the open end such that the open end will be below the level of the pipe at the point of support. 3.06 LAYING PIPE A. HDPE Pipe by Directional Drilling - See Section 33 05 23.13. B. Joints 1. All HDPE pipe shall be jointed by the heat fusion process which produces homogeneous, seal, leak tight joints. 2. Restrained mechanical joints shall be provided at tie -ins with valves and other pipe materials. C. Butt Fusion Testing 1. Contractor shall test the first fusion of the day on a daily basis. 2. In testing, the fusion shall be allowed to cool completely, then fusion test straps shall be cut out. The test shall be minimum of 12 inches or 30 times the wall thickness in length with the fusion in the center, and minimum of 1 -inch or 1.5 times the wall thickness in width. Bend the test strap until the ends of the strap touch. Contractor shall not commence until a fusion test has passed the bent strap test. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10-0039-UT—(C) Issued for Bid March 2013 33 11 10 - 8 3.07 PREPARATION PRIOR TO MAKING CONNECTIONS INTO EXISTING PIPING SYSTEMS A. Approximate locations for existing piping systems are shown in the construction documents. Prior to making connections into existing piping systems, the Contractor shall: 1. Field — verify location, size, piping material and piping system of the existing pipe. 2. Obtain all required fittings, which may include saddles, sleeve type couplings, flanges, tees, or others as shown in the construction documents. 3. Have installed all temporary pumps and /or pipes in accordance with established connection plans. B. Unless otherwise approved, new piping systems shall be completely assembled and successfully tested prior to making connections into existing pipe systems. 3.08 TAPPING FOR POTABLE AND NON - POTABLE WATER APPLICATIONS A. Tapping shall be performed using standard tapping saddles as specified in Section IV.41.2.9 for use on ductile iron and PVC piping. Tapping shall be performed only with use of tap saddles or sleeves. NO DIRECT TAPPING WILL BE PERMITTED. B. All connections requiring a larger diameter than that recommended by the pipe supplier, shall be made with a pipe connection as specified and indicated on the drawings. C. Taps may be performed while the pipeline is filled with water and under pressure ('wet' tap), or when the pipeline is not filled with water and not under pressure (`dry' tap). The City is to perform all wet taps. 3.09 PIGGING, FLUSHING AND CLEANING A. All mains shall be pigged, cleaned and flushed to remove all sand and other foreign matter. The Contractor shall be responsible for developing a pigging and flushing plan to be submitted to the Engineer for approval prior to pigging and flushing. The Contractor shall meter and pay for water used for pigging, flushing, and cleanings. The cost of this water shall be included with the pigging cost in the piping bid items. The Contractor shall dispose of all water used pigging and for flushing without causing a nuisance or property damage. Any permits required for the disposal of flushing water shall be the responsibility of the Contractor. No pigging or flushing is required for the 3" conduit pipe. B. Pigs shall be of sufficient size to clear the pipelines of any sand, debris and construction materials. C. All potable and raw water mains shall be disinfected in accordance with Specification Section IV.41.5 - Sterilization. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 33 11 10 - 9 3.10 TESTING AND LEAKAGE A. This Section supersedes Specification Section IV.41.4.1. B. Hydrostatic Tests - General 1. The piping shall be tested between valved sections to a maximum length of 2,000 feet immediately after installation and backfilling has been completed. No pressure testing is required for the 3" conduit pipe. 2. In testing, the part of the system under test shall be filled with water and subjected to a sustained pressure of 150 pounds per square inch. The piping shall be tested in sections, thereby, testing each valve for secure closure. While the system is being filled with water, air shall be carefully and completely exhausted. If permanent air vents are not located at all high points, the Contractor shall install corporation stops or fittings and valves at such points so the air can be expelled as the pipe system is slowly filled with water. 3. Test pressure shall be maintained at 150 psi by pumping for a minimum of two (2) hours and until all sections under test have been checked for evidence of leakage. The test pressure shall not vary by more than +5 psi for the duration of the test. Rate of loss shall not exceed that specified in the following paragraph "Allowable Limits For Leakage." Visible leaks shall be corrected regardless of total leakage shown by test. Testing shall be in accordance with the applicable provisions of AWWA Standard C600 Section 4. NOTE: TEST DURATION SHALL BE AT LEAST TWO HOURS. 4. All pumps, gauges and measuring devices shall be furnished, installed and operated by the Contractor and all such equipment and devices and their installation shall be approved by the Engineer. All pressure and leakage testing shall be done in the presence of a representative of the Engineer and County. 5. Water for testing and flushing shall be reclaimed water for reclaimed water mains from a source approved by the Engineer. Flow velocity during line filling should not exceed 2 f.p.s. 6. If the contractor elects to perform hydrostatic testing against valves in an existing distribution system, he does so at his own risk and will bear the cost of any damages to the existing valve, piping system, private or public property, or the new pipeline under test. 7. Polyethylene Pipe Hydrostatic Test a. Under no circumstances shall the total time under test for PE pipe exceed 8 hours at 1.5 times the pipe pressure rating. If the test is not completed because of leakage, equipment failure or other reason, the test shall be permitted to "relax" for 8 hours before the next test sequence. b. For high density polyethylene pipe the initial test pressure shall be allowed to maintain at test pressure by adding make -up water each hour for a period of times as required by pipe manufacturer and City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 33 11 10 - 10 approved by the engineer to allow for diameter expansion to stabilize. After the required equilibrium period the test section shall be returned to the original test pressure by adding a measurable amount of make- up water, the pump turned off and the final pressure held for a minimum of 2 hours. Pressure drop may occur due to pressure expansion. Allowable amounts of make -up water for expansion during the pressure test is shown in the tables following this sub - section. c. Allowance and testing for pipe stretching shall be as recommended by the Plastic Pipe Institute and AWWA. ALLOWABLE LEAKAGE IN GALLONS PER HOUR (Test Pressure = 150 psi) Pipe Diameter Leakage per 1,000 feet 4 0.37 6 0.55 8 0.74 10 0.92 12 1.10 ALLOWABLE FOR EXPANSION UNDER TEST PRESSURE* POLYETHYLENE PIPE Allowances for Expansion (US Gals /100 Feet of Pipe) Nominal Pipe Size (in.) 1 -Hour Test 2 -Hour Test 3 -Hour Test 3 0.10 0.15 0.25 4 0.13 0.25 0.40 6 0.30 0.60 0.90 8 0.50 1.0 1.5 100.75 1.3 2.1 12 1.1 2.3 3.4 * = These allowances only apply to the test phase and not to the initial expansion phase. C. Notice of Test: The Contractor shall give the Owner 48 hours advance notice of the time when the installation is ready for hydrostatic testing. END OF SECTION City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT-(C) Issued for Bid March 2013 33 11 10 - 11 THIS PAGE LEFT BLANK INTENTIONALLY City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT—(C) Issued for Bid March 2013 33 11 10 - 12 SECTION 33 11 13.13 DUCTILE IRON PIPE AND FITTINGS PART 1 - GENERAL 1.01 SCOPE OF WORK A. Install within the project site all materials and incidentals including flanged joint, mechanical joint, push -on joint, and restrained joint ductile iron pipe and /or ductile iron restrained, flanged, or mechanical joint fittings for raw water and potable water mains, sewage force mains and sewer fittings, complete, as shown on the project drawings. B. The Contractor shall coordinate all deliveries with the related Vendor(s) in a manner not to impede construction on individual projects. 1.02 SUBMITTALS A. The Contractor shall transmit (from the related Vendor) for submittal to the Engineer, within ten days after receipt of individual Notice to Proceed, a list of materials to be furnished, the names of the suppliers and the appropriate shop drawings for all ductile iron pipe and fittings. B. All ductile iron pipe and fittings to be installed under this Contract shall be inspected and tested at the foundry as required by the standard specifications to which the material is manufactured. Furnish in duplicate to the Engineer sworn certificates of such tests and their results. In addition, all ductile iron pipe and fittings to be furnished under this Contract may be inspected at the foundry for compliance with these Specifications by an independent testing laboratory selected by the Owner. The manufacturer's cooperation shall be required in these inspections. The cost of foundry inspection of all pipe approved for this Contract, plus the cost of inspection of a reasonable amount of the disapproved pipe, will be borne by the Vendor. C. Shop Drawings including layout drawings shall be prepared in accordance with Paragraph 6.1 1.1 of Section III - General Conditions of the Contract Documents and submitted to the Engineer for approval and shall include dimensioning, methods and locations of supports and all other pertinent technical specifications for all piping to be furnished. D. The Contractor shall transmit from the Vendor to the Engineer, the pipe manufacturer's certification of compliance with the applicable sections of the Specifications. E. The Contractor shall coordinate all submittals with the related Vendor in a manner not to impede construction on individual projects. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT--(C) Issued for Bid March 2013 33 11 13.13 - 1 1.03 SEPARATION OF RAW WATER, POTABLE WATER, AND WASTEWATER LINES A. A minimum horizontal separation of 6 feet outside to outside shall be maintained between raw water mains or potable water mains and sanitary sewers or sanitary force mains. Where a raw water main or potable water main crosses a sanitary sewer or a sanitary force main, a minimum of 18 inches vertical clearance shall be maintained. Where 12 inches of vertical clearance cannot be maintained, the crossing shall be arranged so that the joints of the two pipes are equidistant from the point of crossing with no less than 10 feet between any two joints. Alternatively, the raw water main or potable water main may be placed in a casing to obtain the equivalent of the required 10 feet separation. B. A minimum horizontal separation of 3 feet outside to outside shall be maintained between raw water mains or potable water mains and reclaimed water mains or storm water mains. Where a raw water main or potable water main crosses a reclaimed water or a storm water main, a minimum of 12 inches vertical clearance shall be maintained. 1.04 SYSTEM IDENTIFICATION A. All raw water piping and appurtenances shall be clearly identified to inform the public and employees that the water is not intended for drinking. B. The following features shall be included in the design of raw water facilities: 1. All buried ductile iron raw water transmission piping shall be color coded white. All ductile iron raw water pipes shall be enclosed in a polyethylene wrap colored olive green. If olive green polyethylene wrap is not available, Contractor shall paint on the pipe three (3) 4 -inch wide olive green stripes evenly spaced along the entire section of the ductile iron pipe. After painting the 3 stripes on the pipe, enclose the ductile iron pipe with polyethylene wrap colored white. Also, apply one strip of non - detectable adhesive backed identification tape on top and center of the polyethylene wrap. Tape for the raw water piping shall read "CAUTION, RAW WATER LINE" and repeat every 16- inches. Tape shall be manufactured by Nadco Tapes & Labels, Inc. 2. All above ground valves, meters, and other devices, and other appurtenances shall be painted olive green. 3. Covers for all valve boxes, meter boxes, and other below ground devices on the raw water system shall be painted olive green. Covers shall be permanently embossed with the wording "Raw Water ". Valve boxes shall be square, U.S. Foundry or approved equal. C. The following features shall be included in the design of potable water facilities: City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT—(C) Issued for Bid March 2013 33 11 13.13 - 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1. All buried potable water transmission and distribution piping shall be color coded blue. All ductile iron potable water pipes shall be enclosed in a polyethylene wrap colored blue. 2. All above ground valves, meters, and other devices, and other appurtenances shall be painted blue. 3. Covers for all valve boxes, meter boxes, and other below ground devices on the potable water system shall be painted blue. Covers shall be permanently embossed with the wording "Water ". Valve boxes shall be square, U.S. Foundry or approved equal. 1.05 WARRANTY A. The pipe shall be warranted for one year after substantial completion per the pipe supplier's standard terms. PART 2 - PRODUCTS 2.01 MATERIALS A. Ductile Iron Pipe 1. General a. Ductile iron pipe shall be minimum thickness class 50 or greater as required by load conditions or as called out on the plans conforming to AWWA C150 and ANSI A21.50. b. All pipe shall conform to AWWA C151.76 (ANSI A21.51 -76 or latest revision thereof). Pipe shall be furnished in standard 18 or 20 -foot lengths. All pipes and fittings shall have standard bituminous enamel coating outside and shall have an internal cement -mortar lining in accordance with ANSI A21.4 (AWWA C104), for potable or raw water pipes. For sewage pipe, internal coating shall be ceramic epoxy, Protecto 401 or equal. c. All materials shall be new and have a manufacturer's certificate verifying compliance to all tests and inspections as required herein. The weight, class and casting period shall be shown on each piece of pipe. The manufacturer's "mark ", the year produced and the word "Ductile" or letters "DI" shall be cast or stamped on all pipe. All fittings, furnished by the approved manufacturer(s), shall be cast and machined at one foundry location to assure quality control and provide satisfactory test data. d. All tests as required by AWWA C151 -76 shall be performed by the manufacturer and records of all such tests shall be retained for a period of one year and shall be available to the Owner upon request. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 33 11 13.13 - 3 e. All pipe shall be installed according to the manufacturer's requirements with lubricants, gaskets and accessories furnished by the manufacturer. f. Restrained joint shall be provided at all horizontal and vertical bends and fittings, and at other locations indicated by the ductile iron pipe restraint detail on the drawings. Contractor to restrain existing pipe where required in accordance with the restraint table. Contractor shall use restrained joints only; no concrete thrust blocks or thrust collars shall be permitted. Restraining devices shall be Megalug by EBAA Iron, or approved equal. g. Except as otherwise shown on the Drawings, either mechanical, restrained, or flanged joints shall be used. Prior to commencing work, jointing systems for pipe shall be submitted to the Engineer for approval. h. All burial ductile iron pipe and fittings shall be provided with a minimum 8 mil thick cross laminated low density polyethylene encasement per ANSI /AWWA A21.5 -99. The polyethylene material shall meet the requirements for tensile strength, elongation, and dielectric strength for a cross laminated low density polyethylene. Polyethylene encasement shall be either: i. Solid olive green color for raw water piping and fittings, or ii. Solid blue color for potable water piping and fittings, or iii. Solid green color for sewage piping and fittings. Pipe and fittings exposed to view in the finished work to be painted shall not receive the standard tar or asphalt coat on the outside surfaces but shall be shop primed on the outside with one coat of Koppers No. 621 Rust Inhibitive Primer or approved equal. All other pipe and fittings shall be shop coated on the outside with a 1.0 mils thick bituminous coat in accordance with ANSI A21.51. j. Should portions of the pipe inadvertently be given the outside coating of coal tar enamel instead of the rust inhibitive primer as required for exposed piping the surfaces shall be sealed with a non - bleeding sealer coat such as Inertol Tar Stop, or Mobil Anti - Bleeding Aluminum Sealer. Sealing shall be a part of the work of this Section. 2. Push -on Joint a. Push -on joints shall conform with the latest revision of ANSUAWWA C111/A21.11. b. Joint material shall be made up with rubber gaskets conforming to ANSI standard A21.11. 3. Mechanical Joint a. Mechanical joints shall conform with the latest revision of ANSUAWWA C110/A21. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT—(C) Issued for Bid March 2013 33 11 13.13 - 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 b. Joint material shall be made up with rubber gaskets conforming to ANSI Standard A21.11. Glands for mechanical joint pipe shall be bituminous coated and bolts and nuts shall be of high strength cast iron, or high strength low alloy steel as specified in ANSI Standard A21.11. c. Align bolt holes and insert bolts, with bolt heads behind the bell flange, and tighten opposite nuts to keep the gland square with the socket. Tighten the nuts in accordance with following table: Bolt Diameter Torque (in.) (ft -lb) 5/8 45 -60 3/4 75 -90 1 85 -100 1'/4 105-120 4. Flanged Joints a. Flanged joints shall conform with the latest revision of ANSI /AWWA C110 /A21. b. Flanged connections shall comply with the requirements of ANSI Standard B16.1, 125 pound class. Flanges for ductile iron pipe shall be of ductile iron. Machine bolts shall be the best commercial quality steel with hexagonal nuts of the same quality metal. Nuts, bolts and gaskets for flanged fittings and blind flanges shall be designed to withstand the design and test pressures for the pipe. c. Gaskets shall be 1/8 inches thick red rubber, flat ring gaskets unless otherwise specified on the drawings. d. Bolts and nuts shall be low carbon steel as per ASTM A- 307 Grade B. Threads shall be as per ANSI B1.1 course thread series, Class 2A external and Class 2B internal. e. Bolt requirements are as follows: PIPE SIZE (in.) NUMBER PER JOINT BOLT SIZE (in.) THREADS PER INCH TORQUE (ft -lbs) 4 8 5/8x3 _ 11 60 6 8 3/4x3'/2 _ 10 100 _ 8 8 3/4x3'1 10 100 10 12 7/8 x 4 9 160 12 12 7/8 x 4 9 160 16 16 1 x 41/2 8 245 20 20 1% x 3 7 390 24 20 11/4x 51/2 7 545 30 28 11/4 x 61/2 7 545 36 32 11/2x 7 6 875 City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 331113.13 -5 42 36 1' /z x 7'/2 6 875 48 44 1' /2 x 8 6 875 54 44 1% x 8'/z 5 1550 B. DUCTILE IRON FITTINGS: All fittings shall be new. Previously used or refurbished fittings will not be allowed. 1. Ductile Iron Fittings a. Shall be as specified in Paragraph 41.2.2.3 of Section IV — Technical Specifications of the Contract Documents. b. All fittings shall be furnished with all joint material (bolts, nuts, gaskets and glands) complete, ready for installation. Nuts, bolts and gaskets for flange fittings and blind flanges shall be designed to withstand the design and test pressures for the pipe. c. All fittings shall have distinctly cast upon them the manufacturer's identification, pressure rating, nominal diameter and the number of degrees or fraction of a circle on all bends. Ductile iron fittings shall have the letters "DI" or "DUCTILE" cast on them. Only castings that have been poured in a foundry located in the USA will be allowed and the Contractor shall provide an affidavit to prove the origin of those fittings. PART 3 - EXECUTION 3.01 HANDLING PIPE AND FITTINGS A. Care shall be taken in loading, transporting, and unloading to prevent injury to the pipe or coatings. Pipe or fittings shall not be dropped. All pipe or fittings shall be examined before installation, and no piece shall be installed which is found to be defective. Any damage to the pipe coatings shall be repaired as directed by the Engineer. B. All pipe and fittings shall be subjected to a careful inspection and hammer test just prior to being installed. C. If any defective pipe is discovered after it has been Laid, it shall be removed and replaced with a sound pipe in a satisfactory manner at no additional expense to the Owner. 3.02 UNDERGROUND PIPE INSTALLATION A. Alignment and Grade: The pipelines shall be laid and maintained to lines and grades established by the Drawings and Specifications, with fittings, valves and hydrants at the required locations unless otherwise approved by the Engineer. Valve- operating stems shall be oriented to allow proper operation. Hydrants shall be installed plumb. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT-(C) Issued for Bid March 2013 33 11 13.13 - 6 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 B. Underground Conflicts: Prior to excavation, investigation shall be made to the extent necessary to determine the location of existing underground structures and conflicts. Care shall be exercised to avoid damage to existing structures. When obstructions that are not shown on the drawings are encountered during the progress of the work and interfere so that an alteration of the Drawings is required, the Engineer will alter the Drawings or order a deviation in line and grade or arrange for removal, relocation, or reconstruction of the obstructions. When crossing existing pipelines or other structures, alignment and grade shall be adjusted as necessary, with the approval of the Engineer, to provide clearance as required by federal, state, or local regulations or as deemed necessary by the Engineer to prevent future damage or contamination of either structure. C. Trench Construction: 1. Trench preparation shall proceed in advance of pipe installation for only as far as necessary to allow proper pipe installation. The width of the trench at the top of the pipe shall be ample to permit the pipe to be laid and joined properly and allow the backfill to be placed as specified. 2. Holes for the bells shall be provided at each joint but shall not be larger than necessary for joint assembly and assurance that the pipe barrel will lie flat on the trench bottom. Other than noted previously, the trench bottom shall be true and even in order to provide support for the full length of the pipe barrel, except that slight depression may be provided to allow withdrawal of pipe slings or other lifting - tackle. 3. When excavation of rock is encountered, all rock shall be removed to provide a clearance of at least 6- inches below and on each side of all pipe, valves, and fittings for pipe sizes 24 inches or smaller, and 9 inches for pipe 30 inches and larger. When excavation is completed, a bed of sand, crushed stone or earth that is free from stones, large clods, or frozen earth shall be placed on the bottom of the trench to the previously mentioned depths, leveled, and tamped. These clearances and bedding procedures shall also be observed for pieces of concrete or masonry and other debris or subterranean structures, such as masonry walls, piers, or foundations that may be encountered during excavation. 4. This installation procedure shall be followed when gravel formations containing loose boulders greater than 8 inches in diameter are encountered. In all cases, the specified clearances shall be maintained between the bottom of all pipe and appurtenances and any part, projection, or point of rock, boulder, or stones of sufficient size and placement which, in the opinion of the Engineer could cause fulcrum point. 5. Should the trench pass over a sewer or other previous excavation, the trench bottom shall be sufficiently compacted to provide support equal to that of the native soil or conform to other regulatory requirements in a manner that will prevent damage to the existing installation. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT—(C) Issued for Bid March2013 331113.13 -7 6. When the subgrade is found to be unstable or to include ashes, cinders, refuse, organic material, or other unsuitable material, such material shall be removed, to a minimum of at least 3 inches, or to the depth ordered by the Engineer and replaced under the directions of the Engineer with clean, stable backfill material. The bedding shall be consolidated and leveled in order that the pipe may be installed as specified. 7. When the bottom of the trench or the subgrade is found to consist of material that is unstable to such a degree that, in the judgment of the Engineer it cannot be removed, a foundation for the pipe and /or appurtenance shall be constructed using piling, timber, concrete, or other materials at the direction of the Engineer. 3.03 PIPE INSTALLATION A. Proper implements, tools, and facilities shall be provided and used for the safe and convenient performance of the work. All pipe, fittings, valves, and hydrants shall be lowered carefully into the trench by means of a derrick, ropes, or other suitable tools or equipment in such a manner as to prevent damage to pipeline material and protective coatings and linings. Under no circumstances shall pipeline materials be dropped off or dumped into the trench. The trench should be dewatered prior to installation of the pipe. B. All pipe fittings, valves, hydrants, and other appurtenances shall be examined carefully for damage and other defects immediately before installation. Defective materials shall be marked and held for inspection by the engineer who may prescribe corrective repairs or reject the materials. C. All lumps, blisters, and excess coating shall be removed from the socket and plain ends of each pipe, and the outside of the plain end and the inside of the bell shall be wiped clean and dry and be free from dirt, sand, grit, or any foreign material before the pipe is laid. D. Foreign material shall be prevented from entering the pipe while it is being placed in the trench. During laying operations, no debris, tools, clothing, or other materials shall be placed in the pipe. E. As each length of pipe is placed in the trench, the joint shall be assembled and the pipe brought to correct line and grade. The pipe shall be secured in place with approved backfill material. F. At times when pipe laying is not in progress, the open ends of pipe shall be closed by a watertight plug or other means approved by the Engineer. When practical, the plug shall remain in place until the trench is pumped completely dry. Care shall be taken to prevent pipe flotation should the trench fill with water. G. Trench width at the top of pipe, bedding conditions, and backfill placement and compaction shall be such that design loadings on the pipe will not be exceeded. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT—(C) Issued for Bid March 2013 33 11 13.13 - 8 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 H. Joint Assembly: Pipe joints shall be assembled in accordance with the Manufacturer's instructions and the requirements of ANSI /AWWA C600. I. Pipe Deflection: When it is necessary to deflect pipe from a straight line in either the vertical or horizontal plane, or where long radius curves are permitted, the amount of deflection shall not exceed that shown in ANSI/AWWA C600. J. Pipe Cutting: Cutting pipe for the insertion of valves, fittings, or closure pieces shall be done in a neat, workmanlike manner without creating damage to the pipe or lining. Ductile cast iron may be cut using an abrasive pipe saw, rotary wheel cutter, guillotine pipe saw, milling wheel saw, or oxyacetylene torch. Cut ends and rough edges shall be ground smooth and for push -on joint connections, the cut end shall be beveled. K. Thrust Restraint: 1. All plugs, caps, tees, and bends shall be suitably restrained by attaching clamps or restrained joints as specified. 2. Thrust - restraint design pressure shall be equal to the test pressure of the line. 3. Restrained push -on joints, mechanical joints utilizing approved joint restraints shall be used in place of concrete backing. Tie rods clamps, or other components of dissimilar metal shall be protected against corrosion by hand application of a bituminous coating or by encasement of the entire assembly with 8 -mil thick, loose polyethylene film in accordance with ANSI /AWWA C105. 4. Thrust restraining for existing DI pipes shall be split ring megalugs EBAA IRON Series 1100 HD. For restraining lengths refer to Detail 4 on Sheet 023 (Drawing Number C 19) of the Bidding Documents. 3.04 ABOVE GROUND PIPE INSTALLATION A. Install pipe in horizontal or vertical planes, parallel or perpendicular to building surfaces unless otherwise shown. Support pipe and fittings to prevent strain on joints, valves and equipment. Install flanged joints so that contact faces bear uniformly on the gasket. Tighten bolts with relatively uniform stress. 3.05 PREPARATION PRIOR TO MAKING CONNECTIONS INTO EXISTING PIPING SYSTEMS A. Approximate locations for existing piping systems are shown in the construction documents. Prior to making connections into existing piping systems, the Contractor shall: 1. Field — verify location, size, piping material and piping system of the existing pipe. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT—(C) Issued for Bid March 2013 33 11 13.13 - 9 2. Obtain all required fittings, which may include saddles, sleeve type couplings, flanges, tees, or others as shown in the construction documents. 3. Have installed all temporary pumps and /or pipes in accordance with established connection plans. B. Unless otherwise approved, new piping systems shall be completely assembled and successfully tested prior to making connections into existing pipe systems. 3.06 PIPE SYSTEM CONNECTIONS A. Pipe connections shall be installed per applicable standards and regulations, as well as per the connection manufacturer's guidelines and as indicated in the construction documents. Pipe connections to structures shall be installed per applicable standards and regulations, as well as per the connection manufacturer's guidelines. 3.07 TAPPING FOR POTABLE AND NON - POTABLE WATER APPLICATIONS A. Tapping shall be performed using standard tapping saddles as specified in Section IV.41.2.9 for use on ductile iron and PVC piping. Tapping shall be performed only with use of tap saddles or sleeves. NO DIRECT TAPPING WILL BE PERMITTED. B. All connections requiring a larger diameter than that recommended by the pipe supplier, shall be made with a pipe connection as specified and indicated on the drawings. C. Taps may be performed while the pipeline is filled with water and under pressure ('wet' tap), or when the pipeline is not filled with water and not under pressure (`dry' tap). 3.08 PIGGING, FLUSHING AND CLEANING A. All existing and proposed mains shall be pigged, cleaned and flushed to remove all sand and other foreign matter. The Contractor shall be responsible for developing a pigging and flushing plan to be submitted to the Engineer for approval prior to pigging and flushing. The Contractor is responsible for providing the required water and pressure to push the pig through the line. The Contractor shall meter and pay for any City water used for pigging, flushing, and cleanings. The cost of this water shall be included with the pigging cost in the piping bid items. The Contractor shall dispose of all water used pigging and for flushing without causing a nuisance or property damage. Any permits required for the disposal of flushing water shall be the responsibility of the Contractor. B. Pigs shall be of sufficient size to clear the pipelines of any sand, debris and construction materials. For existing 16 -inch potable water mains to be converted to raw water mains, the pipeline must be cleared of any biofilm. In addition, City approval is required prior to placing the pipeline into service to ensure that the City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 33 11 13.13 - 10 pipeline has been sufficiently cleaned of any sand and debris. The Contractor shall be required to re -apply a series of individual swabs in varying diameters and /or densities as required, to attain proper cleanliness of the pipeline. Pigs for existing mains shall be scrubbing pigs. Pigs for all proposed piping shall be polyurethane of varying dimensions, coatings, and densities (poly pig) determined by: 1. The particulars of the system to be cleaned. 2. The recommendation of the Design Engineer. 3. The recommendation of the manufacturer of the poly pig 4. The recommendation of the Contractor whose specialty is in the use and application of the poly pig for cleaning the piping systems. C. All potable and raw water mains shall be disinfected in accordance with Specification Section IV.41.5 - Sterilization. 3.09 PRESSURE AND LEAKAGE TESTS A. Pressure Testing: 1. The Contractor shall backfill all pipe and thrust blocking before pressure testing unless the Project Representative directs certain joints or connections left uncovered. Where thrust blocking is provided the pressure test shall not be made until at least five (5) days after the thrust blocking has been installed. A high early strength concrete may be used to reduce this time. 2. All newly laid pipe, including fitting and valves shall be pressure tested in accordance with AWWA C -600. The duration of each such test will be at least two hours. 3. Each valved section of pipe shall be slowly filled with potable water and a pump shall be hooked to the pipe in a manner satisfactory to the Project Representative to supply the test pressure of 150 psi. The pump, pipe connection and all necessary apparatus shall be furnished by the Contractor. The gauges used shall be furnished by the Contractor. The Contractor shall, upon request of the Project Representative, furnish to the Utilities Department certified test data for pressure gauges used for pressure testing. 4. Before applying the specified test pressure, all air shall be expelled from the pipe. Permanent air relief valves shall be located as shown on the plans. If air relief valves are not furnished the Contractor shall install corporation cocks for this purpose. 5. All exposed pipe, fittings, valves, joints and appurtenances shall be carefully examined during the open- trench test. Any cracked or defective pipe, fittings, valves or appurtenances discovered in consequence of this test shall be removed and replaced with acceptable material and the test shall be repeated to the satisfaction of the Project Representative. B. Leakage Test: City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT—(C) Issued for Bid March 2013 33 11 13.13 - 11 1 1. A leakage test shall be conducted after the pressure test has been satisfactorily completed. The Contractor shall, as before, furnish all pumps, pipe, connections and other items required to satisfactorily complete the leakage test. The leakage test shall have a duration of two hours at the pressure specified for the pressure test. No pipe installation will be accepted if the leakage is greater than that determined by the formula for mechanical and push -on joints: SDP "2 L= Allowable leakage [gph] L= S= Length of pipe tested [feet] 133,200 D= Nominal diameter of pipe [inches] P= Average pressure during test [psig] 2. The Project Representative, or his duly authorized representative, shall witness these tests. The Contractor shall be responsible for finding and repairing leaks. No additional cost may be incurred by the Owner due to repairs because of failure of either test. The Project Representative has the authority to determine the number of repairs that will be made within a given length of pipe and has the right to request the Contractor to remove and relay a section of pipe if such does not comply with the established leakage rates as shown in the following table: ALLOWABLE LEAKAGE IN GALLONS PER HOUR (Test Pressure = 150 psi) Pipe Diameter Leakage per 1,000 feet 2 0.18 4 0.37 6 0.55 8 0.74 10 0.92 12 1.10 16 1.47 C. Notice of Test: The Contractor shall give the Owner 48 hours advance notice of the time when the installation is ready for hydrostatic testing. END OF SECTION City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT—(C) Issued for Bid March 2013 33 11 13.13 - 12 SECTION 33 12 16 WATER UTILITY VALVES AND APPURTENANCES PART 1 - GENERAL 1.01 SCOPE OF WORK A. Furnish all labor, materials, equipment and incidentals required and install complete and ready for operation all valves and appurtenances as shown on the Drawings and as specified herein. B. All valves and appurtenances shall be of the size shown on the Drawings and to the extent possible, all equipment of the same type shall be from one manufacturer. C. All valves and appurtenances shall have the name of the maker and the working pressure for which they are designed cast in raised letters upon some appropriate part of the body. D. The equipment shall include, but not be limited to, the following: 1. Gate Valves 2. Valve boxes 3. Combination Air Valves 1.02 HANDLING A. All valves, unless otherwise directed, shall be loaded and unloaded by lifting, and under no circumstances shall valves be dropped, skidded, or rolled. Valves shall not be stacked or placed under pipe, fittings or other valves in such a manner that damage could result. B. Slings, hooks, or tongs used for lifting shall be padded in such a manner as to prevent damage to exterior surface or interior linings and valve components. If any part of the valve's coating, lining or components is damaged, the repairs or replacement shall be made by the Contractor at his expense and in a manner satisfactory to the Engineer prior to attempting installation of such valves. C. Only new valves will be allowed for installation and all valves shall be stored in a manner that they won't be damaged and kept free of dirt, mud, or other foreign matter that will be deemed detrimental to the proper performance of the valve. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 33 12 16 - 1 1.03 INSTALLATION A. Valves shall be set and joined to the pipe and each type of joint as described in Section 33 11 13.13 and this Section of these specifications. B. All valves shall be permanently stamped or tagged with stainless steel tags on the extension stem which differentiate raw water valves from potable water valves or reclaimed water valves. C. Cast iron valve boxes shall be firmly supported, maintained centered and plumb over the operating nut of the valve and set in a 2 -foot by 2 -foot by 6- inches thick concrete collar as shown on standard details. The box cover shall be flush with the surface of the finished pavement. All box lids shall be color coded to type of service. 1.04 DESCRIPTION OF SYSTEMS A. All of the equipment and materials specified herein are intended to be standard for use in controlling the flow of potable or raw water. 1.05 QUALIFICATIONS A. All of the types of valves and appurtenances shall be products of well - established reputable firms who are fully experienced, reputable and qualified in the manufacture of the particular equipment to be furnished. The equipment shall be designed, constructed and installed in accordance with the best practices and methods and shall comply with these Specifications as applicable. 1.06 SUBMITTALS A. Submit to the Engineer within 30 days after execution of the contract a list of materials to be furnished, the names of the suppliers and the date of delivery of materials to the site. B. Complete shop drawings of all valves and appurtenances shall be submitted to the Engineer for approval in accordance with Paragraph 6.1 1.1 of Section III - General Conditions of the Contract Documents. 1.07 TOOLS A. Special tools, if required for normal operation and maintenance shall be supplied with the equipment. PART 2 - PRODUCTS City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT—(C) Issued for Bid March 2013 33 12 16 - 2 2.01 RESILIENT SEATED GATE VALVES A. See Specification 41.2.3 of Section IV — Technical Specifications. 2.02 VALVE BOXES A. See Specification 41.2.4 of Section IV — Technical Specifications. 2.03 COMBINATION AIR VALVES & POLYETHYLENE COVERS A. The combination air valves for the potable water, raw water, sanitary sewer, concentrate and backwash pipelines shall be as shown in the Contract Documents. PART 3 - EXECUTION 3.01 INSTALLATION A. All valves and appurtenances shall be installed in the location shown, true to alignment and rigidly supported. Any damage to the above items shall be repaired to the satisfaction of the Engineer before they are installed. B. After installation, all valves and appurtenances shall be tested at least two hours at the working pressure corresponding to the class of pipe, unless a different test pressure is specified. If any joint proves to be defective, it shall be repaired to the satisfaction of the Engineer. C. Install all floor boxes, brackets, extension rods, guides, the various types of operators and appurtenances as shown on the Drawings that are in masonry floors or walls, and install concrete inserts for hangers and supports as soon as forms are erected and before concrete is poured. Before setting these items, the Contractor shall check all plans and figures which have a direct bearing on their location and he shall be responsible for the proper location of these valves and appurtenances during the construction of the structures. D. Pipe for use with flexible couplings shall have plain ends as specified in the respective pipe sections in Division 33 of Section IVa — Supplemental Technical Specifications. E. Alloy steel bolts and nut for flanged joints shall be made with high strength, low alloy Cor -Ten bolts, nuts and washers. Cor -Ten for mechanical joints shall be made with mild corrosion resistant alloy steel bolts and nuts. All exposed bolts shall be painted the same color as the pipe. All valves and joints to be wrapped with 8 mil. Color coded poly wrap. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 33 12 16 - 3 F. Prior to the installation of sleeve -type couplings, the pipe ends shall be cleaned thoroughly for a distance of 8 inches. Soapy water may be used as a gasket lubricant. A follower and gasket, in that order, shall be slipped over each pipe to a distance of about 6 inches from the end, and the middle ring shall be placed on the substantial completion date unless otherwise requested by the Owner. G. Valve boxes with concrete collars shall be installed as shown on the Drawings. Mechanical joints shall be made in the standard manner. Valve stems shall be vertical in all cases. Place cast iron box over each stem with base bearing on compacted fill and top flush with final grade. Boxes shall have sufficient bracing to maintain alignment during backfilling. Knobs on cover shall be parallel to pipe. Remove any sand or undesirable fill from valve box. 3.02 SHOP PAINTING A. Ferrous surfaces of valves and appurtenances shall receive a coating of rust - inhibitive primer. All pipe connection openings shall be capped to prevent the entry of foreign matter prior to installation. B. All exposed piping, valves and meters shall receive one (1) primer coat of Tnemec Series 66 or equal (4 -5 dry mils) and two (2) coats of Tnemec Series 73 or equal (2 -3 dry mils each). The color shall match the type of service provided in the main. 3.03 INSPECTION AND TESTING A. Completed valves and appurtenances shall be subjected to hydrostatic pressure test as described in other sections of these specifications. All leaks in valves and appurtenances shall be repaired and lines retested as approved by the Project Representative. Prior to testing, the pipelines shall be supported in an approved manner to prevent movement during tests. END OF SECTION City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 33 12 16 - 4 SECTION 33 12 43 TRACER WIRE PART 1 - GENERAL 1.01 TRACER WIRE FOR PIPELINES A. All pipe (HDPE, PVC and DI) 4- inches and greater installed by open cut shall have two (2) 12 -gauge minimum solid or stranded copper locator wire taped to the top of the pipe at intervals no greater than 4 -feet. B. All pipe (HDPE, PVC or DI) installed by directional bore shall have (2) 10 -gauge high- carbon steel inner core reinforcement directional drilling tracer wires taped to the top of the pipe at intervals no greater than 4- feet.The tracer wire shall be Copperhead Extra High Strength copper -clad steel tracer wire as manufactured by Copperhead Industries or Pro -Trace HD -CCS PE45 tracer wire manufactured by Pro - Line Safety Products Company or approved equal. C. The locator wires shall have colored insulation matching the type of service provided in the main and be acceptable for direct burial. D. All splices of the wires shall be made with watertight shrink wrap connections, as approved by the Engineer. E. The wires shall each be continuous throughout the project, with splices made only by methods approved by the Project Representative. F. The wire is to be tied to all valves, tees and elbows. G. The locator wires shall be brought up to the surface through a 2 -inch PVC pipe. H. The locator wires shall be brought up into all valve boxes with enough slack provided to extend 10 to 12 inches out of each box and installed as shown in the Standard Details. Contractor shall perform a 12 -volt DC electrical continuity test on each of the wires. Test each wire with both positive and negative charge. No more than one volt of loss per 1000 feet of wire will be acceptable. The locator wire system shall pass the 12- volt DC electrical continuity test for at least one wire prior to final acceptance of the pipeline. Any cuts or breaks in the wire shall be repaired by the Contractor at his expense. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039 -UT —(C) Issued for Bid March 2013 33 12 43 - 1 J. The locator wire shall be tested by the Owner at the time of pressure testing. If this test fails, the Contractor is responsible for repairing the locator wire and the pressure test will be rescheduled when the wire passes the continuity test. 1.02 ALARMING TAPE A. A. Provide underground warning tape constructed of heavy gage 0.004 -inch polyethylene film to identify all buried utilities except 3 -inch and smaller irrigation pipe. Provide 6 -inch wide tape as follows: PART 2 - Film Legend Electric line below Telephone line below Water line below Raw Water Sewer line below Nonpotable water below Reclaimed water below Film Color Red Orange Blue Olive Green Green Brown Purple (Pantone 522C) Install tape directly above each buried utility at a depth of 18- inches below final grade. PRODUCTS 2.01 12 -GAUGE EXTRA HIGH STRENGTH HARD DRAWN TRACER WIRE A. Conductor Specifications 1. Material Description: Copperweld® Copper -clad steel wire composed of a steel core with a uniform and continuous copper cladding thoroughly bonded to the steel throughout. a. Cladding: The steel and copper interface must have a metallurgical bond achieved through a high heat and pressure bonding process. Established process for porosity -free material. b. Steel: Extra High Strength with 0.54 carbon or greater. Verified to meet required mechanical properties. c. Copper: UNS- C10200; OF Copper according to ASTM B -170 (latest revision). High conductivity, oxygen free copper to achieve optimal signal performance. 2. Surface Condition: Wire surface shall be free of any defects, including flakes, grooves, pits, and voids. Wire surface shall be smooth, bright and shiny, and free of excessive copper dust and residual drawing lubricants. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT-(C) Issued for Bid March 2013 331243 -2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3. Physical, Mechanical, and Electrical Properties The wire shall conform to the properties listed in Table 1. TABLE 1: Physical, Mechanical, and Electrical Properties #12 CCS 1055 Hard Drawn 21% Conductivity CCS Conductor Conductor Size 12 AWG Conductor Type Copper Clad Steel (CCS) Temper Hard Drawn (HD) Average Break Load 1150 lbs. Minimum Tensile Strength 200,000 psi Minimum Elongation 1.0% Copper Thickness (% of Diameter) 3.0% Minimum Copper Weight 13% Nominal DC Resistance (ohms /1000 ft.) 7.5648 *Diameter tolerances: ± 1 % B. Insulating Jacket Specifications 1. Material Description: insulating jacket is comprised of a co- polymer high molecular weight natural high density polyethylene (HDPE) designed specifically for high -speed copper wire insulating. It contains the required levels and types of primary antioxidant and metal deactivator additives to satisfy most Wire and Cable industry requirements. HDPE material will be produced with an excellent balance of surface smoothness, processing ease, tensile and elongation properties, abrasion toughness, environmental stress crack, thermal stress crack resistance, and electrical consistency. 2. Physical, Mechanical, and Electrical Properties The wire shall conform to the properties listed in Table 2. TABLE 2: Physical, Mechanical, and Electrical Properties High Density Polyethylene Insulator Value Density (ASTM D 792) 0.943 g/cc Bulk Density (ASTM D 1895) 0.58 g/cc Melt Index (ASTM D 1238/E) 0.70 dg /min Tensile -Yield (ASTM D 638) 4300 psi Tensile- Ultimate (ASTM D 638) 2900 psi Tensile - Elongation (ASTM D 638) 850% Flexural Modulas (ASTM D 790/1) 120,000 psi Hardness (ASTM D 2240) 63 Shore D City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT—(C) Issued for Bid March 2013 331243 -3 High Density Polyethylene Insulator Value Environmental Stress -Crack (ASTM D 1693/B) F20 > 48 h Thermal Stress -Crack (ASTM D2951) FO > 1000 h Brittleness Temperature (ASTM D 746) < -95° F Melting Point (DSC) (ASTM D 3417) 262° F Softening Point (Vicat) (ASTM D 1525) 250° F Oxidative Induction Time (ASTM D 3895) > 50 min. @ 200° C Dielectric Constant (ASTM D 1531) 2.34 @ l MHz Dissipation Factor (ASTM D 1531) 0.00007 @ 1 MHz Volume Resistivity (ASTM D 257) 5 x 1017 ohm -cm Dielectric Strength (ASTM D 3755) 1000 volts @ 20 mils END OF SECTION City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT—(C) Issued for Bid March 2013 33 12 43 - 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SECTION 33 39 23 PVC CLEANOUTS FOR SANITARY SEWER SERVICE LATERALS PART 1 - GENERAL 1.01 DESCRIPTION OF WORK A. This Section includes furnishing and installing PVC Cleanouts for Sanitary Sewer Service Laterals as shown on the Drawings and as specified. 1.02 SUBMITTALS A. See Specification 6.11.1 from Section III — General Conditions 1.03 HANDLING AND STORAGE A. All pipe, fittings and accessories shall be loaded and unloaded by lifting with hoists or by skidding in order to avoid shock or damage. Under no circumstances shall materials be dropped. Pipe handled on skidways shall not be rolled or skidded against pipe on the ground. Slings, hooks or pipe tongs shall be padded and used in such a manner as to prevent damage to the exterior surface or interior of the pipe. B. Materials, if stored, shall be kept safe from damage. The interior as well as all sealing surfaces of all pipe, fittings, and other appurtenances shall be kept free from dirt or foreign matter at all times. C. Pipe stored outside and exposed to prolonged periods of sunlight shall be covered with canvas or other opaque material. Air circulation shall be provided under covering. D. Pipe shall not be stacked higher than the limits recommended by the manufacturer. The bottom tiers shall be kept off the ground on timbers, rails, or concrete. Pipe in tiers shall be alternated: bell, plain end; bell, plain end. Pipe shall not be stored close to heat sources. E. Gaskets shall be placed in a cool location out of direct sunlight. Gaskets shall not come in contact with petroleum products. Gaskets shall be used on a first -in, first -out basis. Mechanical joint bolts shall be handled and stored in a manner that will ensure proper use with respect to types and sizes. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Raw Water Transmission Main 10- 0039 -UT —(C) Issued for Bid March 2013 33 39 23 - 1 PART 2 - PRODUCTS 2.01 PVC PIPE A. PVC pipe, cleanouts, and fittings for 4 to 6 -inch sanitary sewer service laterals shall meet the requirements of ASTM D 3034 for SDR 35. PVC material shall meet the cell classification of 12454B as defined in ASTM D1784. B. Joint design shall meet the watertight requirements of ASTM D3212. C. Joints. Pipe and fittings shall have integral wall bell and spigot joints with flexible single rubber gasket conforming to ASTM F -477. Joints shall provide a permanent seal against exfiltration or infiltration. The gasketed joint shall be designed so that when assembled the elastomeric gasket located within the bell is compressed radially on the pipe spigot to form a positive seal. The joint shall be designed to avoid displacement of the gasket from the joint during assembly and when in service. If a lubricant is required to facilitate assembly, it shall have no detrimental effect on the gasket or on the pipe. D. Gaskets. Gaskets shall be molded into a circular form or extruded to the proper section and then spliced into circular form. They shall consist of a properly processed high grade elastomeric compound of natural rubber, a synthetic elastomer or a blend of both. The gasket shall provide an adequate compressive force against the sealing surfaces of the bell and spigot so as to affect a positive seal under all combinations of joint tolerances. The gasket shall be the only element depended upon to make the joint flexible and water - tight. E. PVC pipe and fittings for sanitary sewer service lateral cleanouts shall be colored green. 2.02 CLEANOUTS A. PVC cleanouts shall be SDR -35 double sweep type, as manufactured by Harco, or approved equal. 2.03 FLEXIBLE COUPLINGS A. Flexible couplings shall be Series 3000 Proflex Shielded Specialty Couplings as manufactured by Fernco, Inc., Davison, Michigan, or Equal. Flexible couplings shall be fabricated from elastomeric PVC with a positive seal against infiltration and exfiltration. The flexible couplings shall be leakproof and root proof and shall conform to applicable parts of ASTM C443, C425, C564, D1869, C1173, and D5926. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Raw Water Transmission Main 10- 0039 -UT —(C) Issued for Bid March 2013 33 39 23 - 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 The clamps, brand screws, and housings shall be fabricated from Series 300 stainless steel. PART 3 - EXECUTION 3.01 INSTALLATION PROCEDURES A. The Contractor shall replace existing sanitary sewer laterals impacted by the construction of the 16 -inch raw water transmission main as determined by the City. The Contractor shall confirm the locations of the sewer laterals and mark them in the field prior to installation of raw water transmission piping. Any sanitary sewer laterals not being replaced as determined by the City that are damaged during the installation of the raw water transmission main will be replaced per City standard at the Contractor's cost. B. Each cleanout shall be installed on a sanitary sewer service lateral in a location about three (3) feet behind the curb or as directed by the Owner's Project Representative. C. Each cleanout shall be installed as shown on the construction drawing details. D. After excavation, the existing sewer lateral shall be cut out in a sufficient length to install the cleanout. E. Flexible couplings shall be used to connect the cleanout to the existing sewer lateral. F. Backfill shall not be placed until the Project Representative has checked the tightness of each clamp installed on the flexible coupling. 3.02 EXAMINATION A. All pipe, fittings, and appurtenances shall be examined at the point of delivery. Material found to be defective due to manufacture or damage in shipment shall be rejected. Tests as specified in the applicable material standard may be performed to ensure conformance with the standard. 3.03 TRENCH CONSTRUCTION A. Alignment and Grade. The cleanouts shall be laid and maintained to the lines and grades established by the existing sewer laterals at the required locations unless otherwise approved by the Engineer. B. Underground Conflicts. Prior to excavation, investigation shall be made to the extent necessary to determine the location of existing underground structures and conflicts. Care shall be exercised to avoid damage to existing structures. When obstructions that are not shown on the drawings are encountered during the progress of work and City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Raw Water Transmission Main 10- 0039 -UT —(C) Issued for Bid March 2013 33 39 23 - 3 interfere so that an alteration of the plans is required, the Engineer will order a deviation in location of the cleanout. C. Trench Construction. The trench shall be excavated to the required alignment, depth, and width only as far as necessary to allow proper cleanout installation. The width of the trench at the top of the cleanout shall be ample to permit the cleanout to be laid and joined properly and allow the backfill to be placed as specified. Trenches shall be of such extra width, when required, to permit the placement of timber supports, sheeting, bracing and appurtenances. D. Material for use in the pipe bedding, haunching, an initial backfill zones shall be as described in Section 31 00 00. E. Holes for the bells shall be provided at each joint but shall not be larger than necessary for joint assembly and assurance that the pipe barrel will lie flat on the trench bottom. Other than noted previously, the trench bottom shall be true and even in order to provide support for the full length of the pipe barrel, except that a slight depression may be provided to allow withdrawal of pipe slings or other lifting tackle. F. When excavation of rock is encountered, all rock shall be removed to provide a clearance of at least 6- inches below and on each side of all pipe and fittings. When excavation is completed, a bed of sand, crushed stone, or earth that is free from stones, large clods, or frozen earth, shall be placed on the bottom of the trench to the previously mentioned depths, leveled, and tamped. These clearances and bedding procedures shall also be observed for pieces of concrete or masonry and other debris of subterranean structures, such as masonry walls, piers, or foundations that may be encountered during excavation. This installation procedure shall be followed when gravel formations containing loose boulders greater than flinches in diameter are encountered. In all cases, the specified clearances shall be maintained between the bottom of all pipe and appurtenances and any part, projection, or point of rock, boulder, or stones of sufficient size and placement which, in the opinion of the Engineer could cause a fulcrum point. G. Should the trench pass over a sewer or other previous excavation, the trench bottom shall be sufficiently compacted to provide support equal to that of the native soil or conform to other regulatory requirements in a manner that will prevent damage to the existing installation. H. When the subgrade is found to be unstable or to include ashes, cinders, refuse, organic material, or other unsuitable material, such material shall be removed, to a minimum of at least 3- inches, or to the depth ordered by the Engineer and replaced under the directions of the Engineer with clean, stable backfill material. The bedding shall be consolidated and leveled in order that the cleanout may be installed as specified. I. When the bottom of the trench or the subgrade is found to consist of material that is unstable to such a degree that, in the judgment of the Engineer it cannot be removed, City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Raw Water Transmission Main I 0-0039-UT—(C) Issued for Bid March 2013 33 39 23 - 4 a foundation for the cleanout and /or appurtenance shall be constructed using piling, timber, concrete, or other materials at the direction of the Engineer. 3.04 CLEANOUT INSTALLATION A. Proper implements, tools, and facilities shall be provided and used for the safe and convenient performance of the work. All pipe and fittings shall be lowered carefully into the trench by means of suitable tools or equipment in such a manner as to prevent damage to pipeline materials. Under no circumstances shall pipeline materials be dropped or dumped into the trench. The trench shall be dewatered prior to installation of the cleanout. B. Foreign material shall be prevented from entering the cleanout while it is being placed in the trench. During laying operations, no debris, tools, clothing, or other materials shall be placed in the cleanout. C. The outside of the plain end and the inside of the bell shall be wiped clean and dry and be free from dirt, sand, grit, or any foreign material before the cleanout is laid. D. The joint shall be assembled and the cleanout brought to correct line and grade. The cleanout shall be secured in place with approved backfill material. E. Each cleanout shall be installed in less than one 8 -hour working day. F. Trench width at the top of pipe, bedding conditions, and backfill placement and compaction shall be such that design loadings on the cleanout will not be exceeded. G. Joint Assembly. Pipe joints shall be assembled in accordance with the manufacturer's instructions. H. Pipe Cutting. Cutting pipe for the insertion of cleanout and closure pieces shall be done in a neat, workmanlike manner without creating damage to the pipe. Ends shall be cut square and perpendicular to the pipe axis. Burrs shall be removed from spigots and ends shall be smoothly beveled. Field cut ends shall be marked for proper depth of joint assembly. END OF SECTION City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Raw Water Transmission Main 10- 0039- UT—(C) Issued for Bid March 2013 33 39 23 - 5 THIS PAGE LEFT BLANK INTENTIONALLY City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Raw Water Transmission Main 10- 0039 -UT —(C) Issued for Bid March 2013 33 39 23 - 6 APPENDIX OTHER PROJECT DOCUMENTATION Table of Contents: SWFWMD MBE -WBE CITY MOT FORM PROJECT PERMITS • City of St. Petersburg ROW Use Permit • FDEP ERP Exemption /ACOE Exemption • FDEP ERP (Uplands) Permit • FDEP Construction Permit • FDOT Utility Permits • Pinellas County ROW Permit GEOTECHNICAL SOILS REPORT MISSION HILLS CONCEPTUAL PIPELINE ROUTE Appendix.doc i 9/27/2010 THIS PAGE LEFT INTENTIONALLY BLANK SWFWMD MBE -WBE Appendix.doc 9/27/2010 THIS PAGE LEFT INTENTIONALLY BLANK ow Igo as I M O r M MN INIII I I MI N IIIIII MINORITY /WOMEN OWNED AND SMALL BUSINESS UTILIZATION REPORT Projects receiving $100,000 or more in cooperative funding from the Southwest Florida Water Management District require the submission of the following information within 30 days of any amendment increasing project funding and with the final invoice. Questions regarding use of this form should be directed to Contracts Administration, Phone (352) 796 -7211 ext. 4132. Cooperator: INDICATE THE ONE CATEGORY THAT BEST DESCRIBES EACH ORGANIZATION LISTED* BUS NESS CLASSIFICATION CERTIFIED MBE NON - CERTIFIED MBE UNKNOWN Agreement No.: NON - MINORITY SMALL BUSINESS '.. Section 288.703(1) F.S. AFRICAN AMERICAN HISPANIC AMERICAN ASIAN/HAWAIIAN AMERICAN NATIVE AMERICAN AMERICAN WOMAN AFRICAN AMERICAN HISPANIC AMERICAN ASIAN/HAWAIIAN AMERICAN NATIVE AMERICAN AMERICAN WOMAN Project Name: Total Project Cost: NAMES OF CONTRACTORS AND SUBCONTRACTORS UTILIZED TOTAL AMOUNT PAID * ❑ Our organization does not collect minority status data. Signature 16.00 -026 (01/07) Date Print Name and Title THIS PAGE LEFT INTENTIONALLY BLANK 1 1 t t 1 t s 1 CITY MOT FORM Appendix.doc 9/27/2010 THIS PAGE LEFT INTENTIONALLY BLANK e 1 s MOT Certification Form Attach this form to Maintenance of Traffic plans submitted to the City of Clearwater Note: Include existing traffic signage in the MOT plan Project name: Water Treatment Plant No. 2 — Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT -(C) Printed Signature Date Name of certified person signing off the MOT plans IMSA certification level IMSA certification number IMSA certification expiration date FDOT certification level FDOT certification number FDOT certification (required for FDOT roads) expiration date Comments: For office use only THIS PAGE LEFT INTENTIONALLY BLANK PROJECT PERMITS • City of St. Petersburg ROW Use Permit • FDEP ERP Exemption /ACOE Exemption • FDEP ERP (Uplands) Permit • FDEP Construction Permit • FDOT Utility Permits • Pinellas County ROW Permit Appendix.doc 9/27/2010 THIS PAGE LEFT INTENTIONALLY BLANK CITY OF ST. PETERSBURG ROW USE PERMIT Appendix.doc 9/27/2010 THIS PAGE LEFT INTENTIONALLY BLANK i 1 1 1 t Page of 6 City of St. Petersburg, Florida MISCELLANEOUS WORK PERMIT For Encroachment Within Any Public Right-of-Way or Public Easement Application by: CITY OF CLEARWATER Address: 100 N. MYRTLE AVENUE #220 CLEARWATER, FL 33756-5520 Office Contact: ROBERT FAHEY Field Contact: Application No: 12-481-MISC Date: 11/02/2012 Engineer's Initials: TES Phone: (727) 562-4750 Phone: Fax: (727) 562-4755 Fax: Permit Fee: 180.00 Connection Fee: 0.00 Construction Fee: 0.00 Total Fee: 180.00 ******************************************************************************** CONTACT THE CITY OF ST. PETERSBURG WATER RESOURCES DEPARTMENT (CONTACT JOHN RIERA) AT (727) 892-5666 A MINIMUM 48 HOURS IN ADVANCE OF ANY WORK PERFORMED WITHIN THE CITY OF ST. PETERSBURG'S WATER TRANSMISSION MAIN EASEMENT TO SCHEDULE A CITY INSPECTOR TO BE PRESENT DURING ALL PHASES OF WORK WITHIN THE CITY'S WATER TRANSMISSION MAIN EASEMENT. USE EXTREME CAUTION WHEN WORKING WITHIN THIS EASEMENT AS IT CONTAINS A 48" POTABLE WATER TRANSMISSION MAIN WHICH PROVIDES POTABLE WATER SERVICE TO ALL OF THE CITY OF ST. PETERSBURG AND MANY OTHER SURROUNDING AREAS. IT IS CRITICAL TO THE PUBLIC POTABLE WATER SUPPLY. ******************************************************************************** A work permit to allow for the directional drill installations of (1) a 6" HDPE backwash line, 8" HDPE concentrate line and a 3" HDPE communication conduit, in U.S. Hwy 19 North crossing along south Drew Street right-of-way line and (2) 8" HDPE RAW water line mid-block between SR 60 and Drew Street, as shown in detail on City foreign drawing 412-174-01 thru -05. Comments are as follows: The use of dynamic (vibratory) equipment is not permitted within 25 feet either side of the transmission main. All installations within the easement will require that the transmission main be field located by Mr. Patrick Spake. The City inspector must be present at ALL times during work within 50' of the City's main. Please call (727) 892-5660 to schedule an appointment. Proposed installation is in conformance with City standards as shown on detail S50-55, "Directional Bore Crossing Under Water Transmission Easement Detail" on sheet C20 of the construction plans. PERMIT REQUIREMENTS All City costs associated with testing, inspection and administration of this permit will be billed monthly to the applicant. All testing is to be done by a certified lab (with City approval) or by the City of St. Petersburg. The applicant is responsible for all costs associated with testing. Page 2 of 6 City of St. Petersburg, Florida MISCELLANEOUS WORK PERMIT For Encroachment Within Any Public Right -of -Way or Public Easement The Applicant/Contractor shall be responsible for any injury and /or damage caused by this construction including court costs and attorney's fee. The Applicant /Contractor shall be responsible for restoration of all rights of way and easements disturbed, to a condition better or equal to that previously existing, including, but not limited to, sidewalks, sod, curb, pavement, etc. The City of St. Petersburg shall not be responsible for the maintenance of the facilities described and permitted herein. Private maintenance of these improvements will be via this permit PROVIDED that the City of St. Petersburg Department of Water Resources is contacted at 893 -7261, at least 48 hours prior to the maintenance /repair activities taking place within the easement area, so that a City of St. Petersburg field representative can be on site during said activities. Any future activity within the easement area must be previously approved/permitted by the City of St. Petersburg to assure protection of the potable water transmission main. Access must be maintained over the entire easement area during and after construction of this project, such the City of St. Petersburg maintenance crews have emergency access to all areas along the easement to carry out repairs on the transmission main. The Contractor /Permit Applicant performing this work shall fully restore the easement area disturbed to a condition better or equal to that previously existing, including the restoration of sod. NO WORK IS TO BE INITIATED WITHIN THE EASEMENT(S) WITHOUT THE PRESENCE OF A CITY OF ST. PETERSBURG FIELD REPRESENTATIVE. NO PLANTING OF DEEP- ROOTED TR.EES/VEGETATION WILL BE ALLOWED WITHIN THE EASEMENT AREA (PINE TREES, LIVE OAK TREES, ETC.) Herbicides such as "Garlon" or approved equal may be applied over the City of St. Petersburg water transmission main easement by licensed professionals. The City of St. Petersburg recommends the use of heavy duty pavement, 6 -inch thick side- walks and mountable curbing over the area of the transmission easement. By acceptance of this permit the applicant agrees that the City of St. Petersburg will not be responsible for damage to, or the repair of, any private facilities located within the easement area arising from maintenance, traffic or construction operations to the City of St. Petersburg transmission main. Construction and maintenance access over the entire easement shall be enforced by the City over all surface features constructed in the transmission easement. Any permits required by any other governmental agencies (D.E.R.. D.O.T., Pinellas County, etc.) shall be the responsibility of the applicant/contractor /developer to obtain. PERMIT GENERAL NOTES Any permits required by any other governmental agencies (D.E.R., D.O.T., Pinellas County, etc.) shall be the responsibility of the Applicant /Contractor /Developer to obtain. 1 1 1 1 1 Page 3 of 6 City of St. Petersburg, Florida MISCELLANEOUS WORK PERMIT For Encroachment Within Any Public Right-of-Way or Public Easement THE LOCATION AND TYPE OF NEWLY INSTALLED FACILITY SHALL BE CLEARLY MARKED AND FLAGGED WHEN CROSSING THE EASEMENT AT THE CITY'S EASEMENT BOUNDARY LINES. NO HEAVY EQUIPMENT WILL BE ALLOWED TO TRAVEL ACROSS/OVER THE CITY'S TRANSMISSION MAIN WITHOUT PROVIDING PROPER PROTECTION TO THE TRANSMISSION MAIN VIA SPECIAL EMBANKMENT COVERAGE, ETC..., THAT IS ACCEPTABLE TO THE CITY. THE CONTRACTOR IS REQUIRED TO PROVIDE THE DEPARTMENT OF PUBLIC UTILITIES AN AS-BUILT OF THE PIPE PROTECTION SYSTEM PRIOR TO USE; AND HE/SHE IS REQUIRED TO MAINTAIN IT AS PER THE AS-BUILT DETAIL FOR THE DURATION OF THE PROJECT OR AS NECESSITATED. NO HEAVY EQUIPMENT WILL BE ALLOWED TO TRAVEL BACK AND FORTH ALONG THE EASEMENT AREA, WITHOUT PROVIDING ADEQUATE PROTECTION TO THE TRANSMISSION MAIN VIA APPROVED EMBANKMENT, GROUND STABILIZATION FABRIC, ETC..., VIOLATION OF THE CRITERIA SET FORTH UNDER THIS PERMIT WILL BE GROUNDS FOR THE CITY OF ST. PETERSBURG TO REVOKE THIS PERMIT IN ITS ENTIRETY. ALL EARTH WORKS INCLUDING THE REMOVAL, REPLACEMENT AND COMPACTION, OF SUITABLE SOIL IMMEDIATELY ADJACENT TO THE EXISTING WATER TRANSMISSION MAIN SHALL BE BY HAND. The use of dynamic (vibratory) compaction equipment is not permitted within the City easement. All earthwork and road construction compaction shall be completed with static compaction equipment ONLY. In the event that the transmission main required repair, the City will NOT be responsible for ANY restoration of private or any other facilities located within the easement area, or costs incurred by such restoration. Any utility conflicts that may occur between existing utilities and this construction are the Contractor's responsibility. Any utility relocation required for this construction shall be at the Applicant/Contractor's expense. NO STRUCTURES other than these described above are permitted by the City of St. Petersburg within the easement area. ANY DEVIATIONS FROM THE REQUIREMENTS OF THIS PERMIT WILL RESULT IN THE WORK BEING STOPPED AND THE PERMIT REVOKED. A COPY OF THIS PERMIT MUST BE ON THE JOB SITE AT ALL TIMES. All construction under this permit shall be performed in accordance with latest City specifications, and conditions/criteria herein described. If any discrepancy between the attached foreign drawings and City Standards occur, City Standards shall prevail. Applicant/Contractor shall notify the utility companies at least 48-hours prior to excavating by calling "SUNSHINE STATE ONE CALL OF FLORIDA, INC." 1-800-432-4770. Notify Florida Power Corporation at 893-9252. Page 4 of 6 City of St. Petersburg, Florida MISCELLANEOUS WORK PERMIT For Encroachment Within Any Public Right -of -Way or Public Easement Grading within the City's SO -foot easement shall be done such that positive drainage away from the City's easement is accomplished with no "ponding" of water within said easement. PERMIT ACCEPTANCE REQUIREMENTS The following items must be adequately addressed prior to City acceptance of improvements or Engineering Departmental release of project Certificates of Occupancy /Completion: The applicant/contractor /engineer shall submit two signed and sealed record AS BUILT civil plan sets showing all utilities (including final rim, invert, throat elevations as applicable; piping lengths and sizes and invert elevations; service lateral locations, clean out rim and invert elevations etc.), roadway pavement elevations and top of curb elevations, site topographic elevations sufficient to verify drainage patterns, retention pond structures and elevations, sidewalk elevations, and finish floor elevations to accurately document construction activity on the site. Two full sets of signed and sealed civil site as built record drawings are required to be submitted to the Engineering department. The Applicant/Contractor shall submit a notarized affidavit to the Engineering Construction Division stating that the Applicant/Contractor will guarantee all materials and workmanship for one (1) year from the date of final acceptance for all work within City right of way and easements. Engineering Dept. Plan No.: 12- 174 -01 -05 ATLAS SD. NO.: NIC HEXAGON SIDEWALK PRESERVATION REQUIREMENTS: PER CITY COUNCIL RESOLUTION. EXISTING HEXAGON BLOCK SIDEWALKS IN THE CITY RIGHT -OF -WAY ARE TO BE PRESERVED fN ROSER PARK, ROUND LAKE, KENWOOD, OLD NORTHEAST, AND DOWNTOWN NATIONAL REGISTER HISTORIC DISTRICTS. AND /OR LOCAL HISTORIC DISTRICTS. AND THE OLD SOUTHEAST HEXAGON BLOCK PRESERVATION DISTRICT. THIS POLICY EXTENDS TO SIDEWALKS ABUTTING LOCAL LANDMARKS. THIS POLICY EXTENDS TO LOCAL AND NATIONAL DISTRICTS WHICH HAVE RECEIVED OFFICIAL DESIGNATION, AND TO APPLICATIONS FOR DISTRICTS WHICH HAVE BEEN DETERMINED BY THE HISTORIC PRESERVATION COMMISSION TO BE COMPLETE. THIS POLICY EXTENDS TO AREAS WHICH HAVE BEEN SURVEYED BY, OR ON BEHALF OF THE CITY AND HAVE BEEN DETERMINED ELIGIBLE FOR DESIGNATION AS A NATIONAL REGISTER HISTORIC DISTRICT AND /OR LOCAL HISTORIC DISTRICT IN WHICH HEXAGON BLOCK SIDEWALK IS A CONTRIBUTING HISTORIC ELEMENT. EXTREME CARE MUST BE TAKEN TO PROTECT EXISTING HEXAGON BLOCK SIDEWALKS FROM DAMAGE BY CONSTRUCTION OR OTHER ACTIVITIES. HEXAGON BLOCK SIDEWALKS SHOULD NOT BE TRAVERSED BY VEHICLES OR EQUIPMENT AND SHOULD NOT BE USED AS LOCATIONS FOR MATERIAL STORAGE. HEXAGON BLOCK SIDEWALKS SIIALL BE TEMPORARILY REMOVED AND REPLACED WHEN REQUIRED TO ALLOW EQUIPMENT OR VEHICULAR ACCESS TO THE SITE. IT IS THE RESPONSIBILITY OF THE PERMIT HOLDER AND THE PROPERTY OWNER TO PROTECT AND KEEP SAFE FROM THEFT Appliyl is Initials Page 5 of 6 City of St. Petersburg, Florida MISCELLANEOUS WORK PERMIT For Encroachment Within Any Public Right-of-Way or Public Easement AND/OR DAMAGE ALL HEXAGON BLOCKS, GRANITE CURBING AND/OR STREET OR ALLEY BRICK WHICH MAY BE TEMPORARILY REMOVED AND TO PROVIDE FOR ADEQUATE TRAFFIC AND PEDESTRIAN CONTROL WHILE ANY PORTION OF A PUBLIC TRAVEL PATH IS ADVERSELY AFFECTED. THE PERMIT HOLDER AND THE PROPERTY OWNER ARE JOINTLY AND SEVERALLY LIABLE FOR ANY LOSS OF OR DAMAGE TO ANY SUCH MATERIALS THAT MAY BE TEMPORARILY REMOVED. DAMAGE TO HEXAGON BLOCK SIDEWALKS SHALL BE REPAIRED TO MEET CURRENT CITY ENGINEERING STANDARDS AND SPECIFICATIONS. THE PERMIT HOLDER AND THE PROPERTY OWNER ARE JOINTLY AND SEVERALLY LIABLE FOR THE COST OF REPAIRING ANY SUCH DAMAGE. DAMAGE TO PUBLIC SIDEWALKS, STREETS, CURBS, OR ANY PUBLIC INFRASTRUCTURE WITHIN THE RIGHT-OF-WAY MUST BE REPAIRED BEFORE THE CITY WILL CONDUCT FINAL INSPECTIONS AND/OR ISSUE CERTIFICATES OF OCCUPANCY. DAMAGE TO PUBLIC SIDEWALK, STREETS, CURBS, OR ANY PUBLIC INFRASTRUCTURE WITHIN THE RIGHT-OF-WAY IS PUNISHABLE PER CITY MUNICIPAL CODE SECTION 1-7 BY A FINE NOT EXCEEDING $500.00, IMPRISONMENT FOR A TERM NOT EXCEEDING 60 DAYS, OR BY ANY COMBINATION THEREOF. A permit from the City is required before work of any nature may be performed within the right-of-way of a street ,alley or within the boundary of City owned property. A permit must also be obtained before any underground work is performed within a public easement. Following is a list of examples of work for which a permit must he obtained: A. Paving, surfacing, installation of curbing, placing of signs or markings for control of traffic and parking, changes of grade or alignment, alteration of paving width, etc. B. Construction of new sidewalks, alterations to existing walks, grading of parkways, etc. C. Placing of wires, cables, conduits, pipes lines, either above or below surface. All excavation, whatever its purpose. Construction of overhead and underground structures. D. The route to be followed in moving houses, buildings or heavy equipment units over city streets. E. Extensive planting of trees and shrubs in Parkways. This application, when signed by the City Manager or City Engineer, constitutes a permit to perform the work described. The City reserves the right to revoke this permit if any one of its provisions is violated, or if in the interest of the City it becomes advisable to do so. The Engineering and Stormwater Department must be notified of commencement of work, allowing sufficient time for establishing field control point(s). Any control stakes set by the City shall be protected and preserved until the completion of the work. Two set of plans for the proposed work shall be furnished by the Applicant in case plans are deemed necessary by the City. The applicant agrees to assume full responsibility for any injury to persons, and for any damage to property and/or existing facilities that may arise as a result of the work for which a permit is obtained. It is the responsibility of the Applicant or Permittee to accept field stakes in writing prior to commencement of construction. Page 6 of 6 City of St. Petersburg, Florida MISCELLANEOUS WORK PERMIT For Encroachment Within Any Public Right-of-Way or Public Easement Indemnification The Applicant shall protect. defend, hold harmless and indemnify the City from and against any and all actions, claims, damage and/or loss including court cost and attorneys fees, arising in any manner from the occupation and usage of the Site by the Occupant, its officers, employees, agents. and contractors. THE CONDITIONS OUTLINED ARE ACCEPTED BY THE APPLICANT AND CONTRACTOR. This permit is not transferable and is VOID after 60 days from date of approval unless work has been started. The applicant agrees, upon completion of any work, to satisfactorily complete all the work authorized by this permit within a period of 90 calendar days. Work within right-of-way under City jurisdiction shall be discontinued on Saturdays, Sundays, or legal holidays, except where the work must proceed in order to protect the public interest. Contrac r's Signature ...0/ /pplican yv: 41Plirki.-. _ ...r Air L17"' rev- deet 411,94161PANItr,4(..a.---- . o - ' 1 I Date VV912-../ te I Vg112,-- I at 1 1 LL U rwater Engineering Department 100 S. Myrtle Avenue, Clearwater, Florida 33756 WATER TREATMENT PLANT NO.2 - CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT (10- 0039 -UT) CITY OFFICIALS George N. Cretekos Doreen Hock - DiPolito Jay Polglaze Bill Jonson Paul F. Gibson William B. Home II Mayor Seat 1 Councilmember Seat 2 Councilmember Seat 3 Councilmember Seat 4 Councilmember Seat 5 City Manager Tracy Mercer Public Utilities Director Michael D. Quillen, P.E. City Engineer Approved By FOR PERMITTING PURPOSES ONLY CITY ENGINEER MICHAEL U. QUILLEN, P. E. J3TLIf,,,k2 iz. "i._ 1'IIVC - -2.7-17q-01 90% DRAWINGS Contract No. 10- 0039 -UT Plan Set No. 2012024 A j111-1177-L-L1 !AMMO .'-'41111.11 8 ---; : , ; "‘" .•-•----''''' il ' - -• -P‘ ' '—;- 'H 1 t ;.‘ ' - I r I PP -k4 -- , 7 --_, - --;,-,,-------_---, _: I—1-- " .... 5... T DEW STREET DA1011100 SIMA:T , I --1 SMELT - -L ' ,g, -13,10O.A6 1 0 I 1 .i.... : 1 ; 1 1 ; (:;11 1 C12 1 { 11i C13 C14 . , -- I "----- ao REST EIUY 1 1 '-i-- - •----;1' , 1--1- Iii ,_- -,I, -* ; ' 1 1 : , 1 . ...._. ___ . . . -t 1 , 1 , ,.._ , , ,____, • , 1 1 • _. ,_ --: f 1 1 'f - i t -- - — __. 1 1 1, H Sheet Set: CLW RO :111- • r P P f ; 1 1 , 1 ' MIDI fat _ (ay amnia') DREW 81FEET cos r CITY / COUNTY I I INTERCONNECT I (BY OTHERS) • P • P • WELL /02 (BY OTHERS) ■L. I - L■■• -•■■ „ • _____„. DM 1 1 1 ■ I , , ( 11 , 1 --- ---1 DEPOT I _ ■ - ; , , 1 111 I Ti ,-.. ,„/ , _ , F---- -"-; -7 --,--; \--- 1, I ; I 1 1 ___i___ . _..1. _117: i1:1 1 I I i 1 --- --COB RO W1P /2 i 1 / ", - 4 , -- 0 1 , , , — , g t -■ • i ' -.., — 1 _,1 . 1, 1 r ' •.---. ' I-- 1 ' . - , 1 ! ■ ' I (BY OTHERS) 1, .., . _./ , , 1 ' , , WO 7- t7IULF TO BAY BLD-011R— OM , I 1 11. ",__11.11,1ir PI I I 1----‘ ;' (BY OTHERS) YELL /S2 (BY OTHERS) i 1 , I 1 Elms L -1 CUB• 1 , \ 1 A , /// 1 1 . "(/' ,I " 1 ':.--- , , 1-----j \ f `-.., , h. I 1 7 YELL /63 N BOX DRAWINGS 9.1RSEIED RENOED 7E. APP.,. WE IDRAM BE PROvECT Napes B: 90% DRAWINGS CULLER Pt S 53721 0. A: 60% DRAWINGS JRS JRS 8/1/12 5/8/12 REVISION DATE CITY OF CLEARWATER FLORIDA ENGINEERING DEPARTMENT BOO S. Myrtle Ave. Clearwater. F1 33758 WATER TREATMENT PLANT NO. 2 — CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT PIPELINE DRAWING KEY PLAN LEGEND" PLAN VIEW WINDOW FOR PLAN AND PROLE DRAWING 005 E GRAPHIC SCALE O 200 400 800 DRAWING NUMBER PLAN VIEW WINDOW CO2 IS LCCATED APPROXIMATE WELL STE LOCATION CED CITY / COUNTY INTERCONNECT NAME. COO CONTRACT NO, 2012024 ( IN FEET ) 1 Inch = 400 It 17111,1,WIN:1T- 17.-0402- FC,1,-111:Gri u j cm; nf !,T ,r,,,,11:11112,11 CL owilimu1/4 41' 0 10107 LJ._ '2 ig 4, 4 0 1-.1 ST YE 7• 4 'U11.11.110• \ 0 5• 101 765D West G.., ..,11.1 watertarl Plant Suite 700 T rnpa. RINKER 33607 Ph: (613) 2E6-1711 (1313) 286 556/ FELD 60EN. SUR1E,137 SCALE DATE ORADEA a/1/12 awe et JRS .106 NO, 102006 0E341E13 Et BVH acct. re JMA S1EET NO: 005 APPROW.0 FOR CORSIEJCDON CITY MOWER 1•0400. 0. MELEE. P.E. 33771 DATE US 19 CROSSING NOTES: - - 1) The design of the directional drill crossing of US 19 was prepared from the best available utility location and as -built information. The contractor is advised that the exact location of the 12 -inch Fiends. Gas Transmission (FOE) gas transmission main in not known. As -built drawings for the got transmission main depicting horizontal and vertical location cannot be confirmed by Florida Gas Transmission. 2) Prior to performing the crossing of US 19, the contractor shall coordinate with FGT to obtain the horizontal and vertical location of the 12 -inch gas transmission main. If the location is different than that shown on the construction plans, requiring a redesign of the crossing, the contractor eholl provide the information to the City and the Engineer so that a modified design can be prepared. If the location of the gos transmission main cannot be confirmed, the Contractor shall temporarily stop work on the crossing until directions are race ved from the City and Engineer. U 00 0 1 -; W EXCAVATION POINT 3, Z GTCi1M STRUCTURE :,E =52.04 SLOT 0L =01.15 (NE) IF'.c48.69 80 IF OF B IlDPE DIRECTIONAL DRILL GRADE EL =53.1 TOP OF UTILITY EL =49.10. = 16' CAST IRON, WM F 3 fI ` 10 LF OF 8' HOPEI i n OPEN CUT L COMBINATION MR VALVE PAM' Ai li -44 15 4N 4_ 600 C(AONN' D STA 334+58, 81.0' LT 8' GATE VALVE 8' PLUG 14' CLEARWATER WATER TRANSMISSION EASEMENT OR 4055, PG 1412 16' RAW (BRACKISH) (OLJ -RESH RAW WATER LINE) ex' EXCAVATION POINT 6 GRADE EL =53.1 TOP OF UTILITY EL -50.7 20- CAST IRON. WM 330 +00 RAW '' RAM RAW W �wylN-...•=••• 332 +00 2 2 VI _ --- TWA — OnE 10' CLEARWATER WATER TRANSMISSION EASEMENT OR 2363. PG 478 HAW RAW_, RAW HAW za —z STA 330 +82, 20.0' FR 8' 90 BEND 01 /914.1 STA 330 +88, 20.0' RT 8' PO BEND 01 /RMJ SANI.ARY MAIM KO r RIM.•52.44 (N1 IF- 44.21. EXCAVATION POINT 7 GRADE EL =53.0 TOP OF UTILITY EL =49.3 16' CAST IRON, WM EXISTING GRADE (OVER CL OF PIPE) COMBINATION MR VALVE 333 +00 �— —4 ;01/00 H 8' RAW (FRESH) OR9 12' REAMER 1-EXISTING 20" WATERMNN `'`'3$4 +00 EXCAVATION POOH' ) GRADE 11-11.:0 TOP Or 1,OL101 0144/62 20 „AS` NON, fl K\AIN XCVVA ION '11N1 3 GRADE li 51.42 'aP 10 t1.1N 01-4a 20' 005. SUN. WRi111 Man 335 +00 FOOT NOTES: 1) Horizontal Directional drilling is the method of installation. 2) Maximum reamer diameter will be 12 inches. 3) Entry & Exit Pits are outside of US 19 Right -of -Way. 16' WM (Q °LINTY) 10• RAW I (BRACKISH) -tE= 48-00. . _- COMBINATION NR VALVE EXISTING GRADE (OVER CL OF PIPE) 2O' (COUNTY) PROVIDF MINIMUM 24' VERTICAL SEPARATION. TOP 40 .............. ._.._ -L ________ a' RAW (FRESH) HOPE 20' W (COUNTF IE =40.0 1E =44:3 - 10' MIN 'CLEARANCE. 1 e' PLUG B' GATE VALVE _r OAT[- YA(3E I 118' 4a BEND 01/MAI B' 45 BEND 01/1147 42' STOR _...5" VERTRAI. AREA WIN THIS A AMP THIS _....._..._ _ _r _. -. 12' -GAS. I.E -(- )14.05 --(PIPELINE-DEEPER-IT-IAN-SHOWN IN PROFILE)" _ ii 4 1103 f. 0\11111P/0i .. -_ 330 +00 331 +00 332 +00 TREE PROTECTION NOTES: 1. The Contractor will be responsible for adhering to oil tree protection measures required by the City of Cleanvaters codes, ordinances and standard specifications. This will include all tree barricades, root pruning and tree trimming /pruning activities. These requirements will apply within the specified 'limits of work; and will also be applicable in all areas where the contractor and /or his subcontractors stage, store or park vehicles. equipment. materials and debris. I! 'r - - rand will only be performed by or under the direct supervision of an International Society of Arboriculture (ISA) certified arborist. Furthermore. -al( tree ; work shall conform to the American National AStandards Institute (ANSI) 2001, American National Standard for tree care operations - Tree, Shrub and other Woody Plant Maintenance - Stondord practices (pruning) ANSI A -300. 3. Where called for on the plans, install tree barricades, erosion control /silt fencing or other approved protective barriers around all trees to be preserved, per City standard detail. Where applicable, protective barriers will be placed in root prune trenches. 333 +00 334 +00 335 +00 y .o.'% Nb875i3'� ,' * = 0 20' *! ( 2k. : 4.Prior to any field changes taking place, it will be the Contractor's resppoonsibility to review the potential impacts to existing trees with his certified arborist, and include any and all recommended lr l' ' �; C SCALE: 1 " =20' HORIZ. protection measures In his proposal to modify the approved design. The Citys engineering representatwe must approve. in writing, any changes to the a provetl desi n prior to im lemental'wn of said than e! P /' � will 'Critical 9 P, o 9 i O'. to p ntra avoid .The Co an n .e 5 excavations fill or p � y ape r other construction activities whenever possible within the Critical Root install of maintain tree ,Apt$jT/ �t0. 0 Do Y 9 (i.e.. l- under the do den canny . .iopj 6 6. Where convection activities are anticipated se last for an extended period of time near existing trees, the Contractor shall install and maintain Cily approved tree barricades as shown in the standard details'',,,` 19 /ONA1- ��SN and approved M the City's engineering representative. 60 55 50 45 40 35 30 25 011 FOR PERMITTING PURPOSES ONLY 5' 7. W o04 hi s, mulch or another cushionm surface material approved by the Ci engineering rep placed depth D rif1111I11 \N• au ^� -� vcrtl. P 9 pD Y tys en ineenn representative shall be laced to a minimum d th of 10' over areas where roots are resent and construction , traffic occurs. &All tree pro cation measure shall rengin 'n place at all limn during construction il Ci s en ineering representative authorizes removal. 705o wap Courtesy carnet. Conewer. ty y Rome. d 0000 she. 7Ba 9. the Contractor will coordinate with the Citys engineering representative, Tim Kurtz (1"t(217 75fi2 -4737, to obtain approval in advance of any and all work within the critical root zone of any existing tree. T>,Ipt. nwlat .vm7 40' 10' 90% DRAWINGS � �' l 9.Q�. w #,,. v: o o� CITY OF CLEARWATER. FLORIDA ENGINEERING DEPARTMENT 100 B. Myrtle Ave. cleemeoter, 33�5a £/ I �"`' & - , .,aA � MO RCMP a7mONOHALL m iwiA Fl.aRM J1a07 R ��o so. 006002 p ➢� WATER TREATMENT PLANT N0. 2 — CONTRACT 2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT US 19 CROSSING AT MID — BLOCK UTILITY EASEMENT PLAN AND PROFILE (STA. 329 +80 TO STA. 334 +80) oaoNAME cos rro: °°eooK (eu) zee -tar r a" "a� .: (au) zas -cw) SHEET "° 011 _ MANN BY ac"^I"aT iia: 2012024 DA onxw. s /S /1z °re°E0 Be BVH ow,w BY: JRS aeo® °e ILIA arv4,EaB PROJECT INCH. BAR: B. 90% DRAWINGS JRS 8/1/12 102006 AwaoWa sn A. tor. DRAWINGS JRS 5/8/12 a"a AMMO. i COY WaNEAI MCIK1. a. 011LLDI, P.E. 1 31721 BAN: REVISION OA R>" ' P� any Ee0KEiw Laooa a O WWEN. 1..E. 1 33721 BATE US 19 CROSS/NC NO1ES. 1) Me design of the diectional We// crossing transmission main depicting horizontal and 2) Prior to performing the crossing of US 19, the information to the City and the Engineer R/W I f FTE____:-:lay __. :AS f - - o! vertical the US 19 was prpored lion the best evadable utility location and as -built mlarmotian. Me contractar location cannot be confirmed by Florida Gas Transmission contractor she/ coordinate with FGT to obtain the horizontal and verficd /orntion o! the 12 -inch so that a modified de ' can be prepared If the location of Me •• transmission man f�- ':. 11M St 4 I cannot lee G t -c. f 2° SAN L is advised that the exact location gas transmission main, If the confirmed, the Contractor \ 1 r«{ I) t 4 1 !c _ 5- l- {, .,r' - -- %..--.--__..4.-2.,—; ' of the 12 -inch Floido Gas Transmission location is different thou that shown slid/ temporarily stop w ken the crossin _.. /� 3 - __ - 'iORM StRUCTVRE k!?A 1 TOP Of 24 ",41.1 - '.L- le -'<t (FGT) gas transmission mom in on the construction plan.%, requiring redesign amid directions are received from the • de r - - - -#e e00 li OF not known. As -built drawings of the crossing, the contractor City and Engineer { �F EASE / TN R/tK�DRFJ1t�T I ?.. �H� / ' I 4; _ ! the gas she// provide I 111 i SAPI', d ht /P,1ati f ' s •\ CI { r' k �,' FOOT NOTES I) Horizonte/ Directional dri /ling is the proposed method of installation. 2) Maximum reamer diameter we// be 22 inches. 3) Entry & Exit Pits are outside of US 19 Right-of-Way , _ .____ _„�,, ,,, „ _, 'l CVR IZy. M CVR �- M 00 _" - R/W °w' 016 I , r I�I 1 / 6 f AA - _ -NORTH R W DR Y,.- �` I —11-14-1.r" -rW GAS - -. .AS '-- r-•wIa T.AF Itt M - F of- .. �. ._�4d`,.11-;1-_I _�� .wM .- _._ -_wM __ -� -. ___ +YM -- s . .IV o�.'�.� 30 wu - SAtV ART MA HGLr� R r I__z__ J L't ✓ _ - - ._v,� -__� _ SANI , MANIiOI F. Z _ RIM�...i E3 11 -_, \ __. I --� II ,SANITARY MANHOLE 7 i'1 .. -. ( I it ^I( . " - -. - _. - SAW _ _- y -' - �_ ,rV I � ' SI O 13,117 _ i - 14114,4-32.50 z rn s RIM- =29.62 I �__.II . „�- cn { ' u 1L-112.1,1 (SW) 1 22.03 EL J U2P Pt . 1JHP.'. rc z 407 +00 408 +00 '� v DNECDONAL DRILL v 00 - r- r r ;' L i,____11 lj` I !�I 1 1 410 L I ,it _ri - -.- - - �' _- 5 U `r' a 0 406+00 ' o RIM- .,0 -C 00 3 m 411 +0b E isi - -� , �- �'I l 1 -- 'T .- _ v 1 f I H � iI �I 3 1 I(��r - I -1 � ; - I{' )IH ! DREW STREET i1 11 US HIGHWAY 19 (ABOVE) i U 3 Q Z y7 ti W Z I I y- t ( �• SANITARY MANHOLE )' � '- I f /L_3 I 4.ae 1t1 (SW IE -24.71 1'v I O I va Z 2 U Z /1, 1 SALUTARY MAN �M RIi- 3 7 k, � BOREHOLE W/ ar CONCENTRATE DR9 11 6' BACKWASH DR9. 3' CONDUIT DR9 '-4- L� l '�I { RU)RU �� (N E G s)i V,\. RId 1 F .. (4 Z{ F 0 (SW) E,5.42 (A f. Lw) IF -J5.92 //� fL- ItI r -� 1 i- � I - Ili --�-'( ■ „1RE3 `+� T �r� �c- �I, I `, \\ , `' \ j -� r , , ! ( /.- ` 1 l f /i' �. --' • _, L " - - .. r. _ -. lM !I ITS (_y she// 77oodway with practices the minimum requirements with the U.S. and al/ times. be removed it is to be removed - aAS 4 GAS ' ' �I , nH construction the FOOT in accordance to Frequency 77oadway at must OP vs,, .-.. �.. J ....1.---- -� > NI.ARY MANNOLL /� 3i I- S C1GU,Li�iuT AASHTO T -99 (100.1) compacted to IOO.T of maximum density of the Trench Safety At (FloHdo Excavation Safety Standards (29 CFR Section this permit. - If 87tratron bed is disturbed, contact - --, . of sod shall be comp /eted prior area in right-'61-way she// be coordinated a9 dirt and debris wri be removed :ji - PINELLAS COUNTY e) SMeteek curb 2) All proposed 3) All right -of -way 4) All design and related Ordinances, 5) Sign and Barricades the Flo/MO Department 6) Safe pedesfrion 7) Any sidewalk remove/. When r1 ( II 1 R/W CONS7RUC77OV ramps disturbed wane must comp installations construction and Minimum .she// be of Transportation's traffic is to which becomes existing sidewalk • t NOTES by this /y with will be must contain Testing in accordance be maintained undermined is removed, � �-' RIM A.53.07.1 f - ?9.84 /� "'� i fW hi3G.00 � ,` i I ^' - ..,._ I11 ' ..y... OI - !`(�g}� \ \ 1 fl �C L; ,._.�. ,.- ,.,,.,.1�..- . SIR 8) Compaction for pipe back/// shall comply with be nsplaced per FDOT Index /304 9) Disturbed area within the right -of -ray we// be Plans Preparation Manual' (:e PP/A) /0) me Pe-mittee •s attention is directed to Me proweions referenced in the State o! Florida UtI ties Accommodations Manuel Occupational Safety and Health Administration standards set down in Pinellas County Land Development, Zoning and /or construction, operation and maintenance pursudet._to 11) Do not disturb existing underdrain or storm systems Department of Transportation •s 'Manual of Uniform Traffic Control Devices" and Highway Deportment at 464 -5900 for assistance. Traffic Design Standards" indexes 600 through 670 (latest editions). 12) Restoration of curb, street, driveways and placement contractor. and replaced Sidewalks ore to be reconstructed within three (J) days after 1J) Type of sod used to restore owner- maintained to the nearest pint. 14) No stockpiling of material in roadway or on sidewalk; - TRAFFIC CONTROL PANEL I and sodded Statutes, Section 55360 et Seq.) And 7926650 Subpart B) which shall the =so inspector with the Pmd/os to excavation starting in another ores by with owner. from job site daily Rod and sidewalk ( I � t �'� t `-- \ %I swept doily 15) No street the required apply to 16) Any portion she// be County 16A) Utility maintained same to be � M1 OCVR TREE I �� ( 1 I / as part o! daily clean -up. she// be dosed without the written permission of the Pine/ios County Traflc Division. At /east 48 hour advance coordination of the roadway that sustains excessive construction related damage, in the opinion of Pinellas County Highway Department, paired at contractor expense in a manner specified by Pine/ /as County Highway apartment. installations and bore pit excavations she// not occur within 5 feet of the edge of pavement along any Pintos County roadway is FOR PERMITTING PURPOSES ONLY • 5 J n 30 _-- _ - - - I EXS7N GRADE O-VE_ R CL OF PIPE) _ _ 30 - t _ 1 - — - -- { - — F —, -y� - -� z - 1 - =' -t - - 20 — ..- _... 0" STOMA L __ _ -.- . _- 1 0 SAN, T ... 1E425.9 t — ..... I -- I - i - . IE 22773 1 I f ' I %T- - 20 - _ \ \ \ORM 4M E 2533 I CS. I1E 25.T■ Df i0.s- COY�L • 4z2wM I .1- PROVER 1 = ii E8 I22 .... 1 - -..STORM - - -- 15 15 MW 1 ._ _.__.- _DO CAL i ._-D-MIN T -____I' -- - .-- I --- - SEPARATION �_ i - — r -- a - 5 - _ _-. i -. ✓ 3RD- YOREIIN€.W% " -__ _ I -- -. __-__ e' BACKWASH DR9 ' _ t I 118 �, '� 114 5 _, a' CONCENRAIE DRS GAS : /L� IZ. -4--_ I !T!'GDtDU7 VW _ IE-( )a5 t Fd Mftt Art3h emst :r' .. ;.‘,22110,-,111, _V1- .- - _ THAN SHOWN IN-PROFILE) ^(PIPEINEDEEPER �,2' --_-_ , -( • 406 +00 407 +00 408 +00 409 +00 410 +00 411+00 � _�o #7 Nei, n. 67573 `, y47� :NCO 20' 40' m �'a'• b STATE OF /71,,M .F.....• L.I -) 4.Pnor to any field changes taking ploce, it will be the Contractors responsibility to review the potential impacts to existing trees with his certified arborist, and include any and all recommended tree �p'. J/ • i SCALE 1 "= 20' HORIZ. a TREE PROTFCTION NOTES: ordinances and standards fi ations. This will inclWe all tree barricades, root p otedion measures in his proposal to modify the approved design. The tys engineering representative must a rove, "n writing, any changes to the approved design prior to implementation of said change. ix A;fq f{ptOP,••Ck� the City peer C 1. The Contractor will be responsible for adhering to all tree protection moos res regained by of Cleo nveters codes, p nee trimming/pruning runin activities. These requirements will apply within the specified 'limits of work; and will also be applicable in all areas where the contractor and /or his subcontractors stage, 5. The Contractor boo avoid ony open ex ovations, f81 or other contractor activities whenever possible within the 'Critical Root Zone of any existing tree i.e., under the dripline /canopy). "'•" 0 \\ \" 0 5' 10' zo and t 9/P 9 6aW re construction anticipated teresentaltt for Mn extended period of time near existing trees, the Contractor shall install and maintain City approved tree barricades os shown in the standard details ! /fit ORM. \\N pruning store or park vehicles, equipment, materials and debris. p supervision of an International Society of Arboriculture (IS4 certified arbodst e the City's and /or root pruning on existing trees to be preserved ill only be performed by or under the direct pery N 1 aPP SCALE i " =5' VERT. 2. All tree Shrub Woody Plant Maintenance - 7. Woodchlps, mulch cushion: g surface material approved by the City's engineering representative shall be placed to a minimum depth of 10' over areas In roots are present and construction pruning and other or another Furthermore, all tree work shall conform to the American National Staniar s Institute (ANSI) 2001, erican National Standard for tree core operations -Tree, o Standard practices (pruning) ANSI A -300. traffic occurs. ¢ 3. Where called for on the pans, install tree barricades, erosion control /silt fencing or other approved protective barriers ground oil trees to be preserved, per City standard detail. Where applicable, protective 8. M tree pro action measures shall rem in 'n place at all times during construction ntil the Citys engineering representative authorizes removal. 9. The Contra for will coordinate with the City, engineering representative, Tim Kurtz O (727) 562-47Y, to obtain approval in advance of any and all work within the critical root zone of any existing tree. be in root trenches �a '' oO1 "'r Campbell °vi"WOV• Waterford Pimp, spite rod ps"wp, Flonm 3aeo7 i rw. F zee nn r - (eu) 206 -058/ barriere will placed prune �'. 90% DRAWINGS p wR �l CITY OF CLEARWATER, FLORIDA '� �p /� ■ ENGINEERING DEPARTMENT c-A 100 S Myrtle Ave. Clearwater. 33756 O 99J'q E� W ,�A A. >I ` ,r �I0 W. ca""AAT.. TM 'u a -� x -RaW7 - $7573 WATER TREATMENT PLANT NO. 2 — CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT DREW STREET PLAN AND PROFILE (STA. 405 +80 TO STA. 411 +80) Dee RARE C12 000 e°°" s.eneno �: OVA .6 ° """°° caaeACr xo.: zolzoz4 °"h e%1 /12 °""`" JRS 3 OM err. m Na: 102006 OESMO BY MEMO BY a: sWCr x 8:90% DRAWINGS JRS 8/1/12 Rix JMA 016 a a APPROVED err. Mn NOR.. NMAU o auud. Pc a ssrn w k 60% DRAWINGS JRS 5/8/12 n� REVISION BY DRE OW MOWER BMA. O. 010U134. WE 1 33721 IMF a 1 t t 1 EXIST. GRADE EXIST. SEWER LATERIAL R/W LINE PROPOSED RAW OR POTABLE WATER MAIN EXIST. SAN. SEWER NOTE: 1. CONTRACTOR TO FIELD VERIFY LOCATION AND DEPTH OF EACH LATERAL THAT WILL BE CROSSED BY NEW RAW OR POTABLE WATER MAIN TYPICAL LATERAL CROSSING DETAIL 0 N cc UT 0 O UT PVC /HDPE MAIN DIP MAIN PVC/HOPE MAIN PVC /HDPE MAIN MJ GATE VALVE MU TEE MJ GATE VALVE NOTE: 1) ALL PVC JOINTS TO BE RESTRAINED 2) DIP SHALL BE USED ON ALL LOCATIONS BETWEEN FITTINGS AND VALVES OR BETWEEN TWO FITTINGS WHERE THE DISTANCE BETWEEN THEM IS EQUAL TO OR LESS THAN 18' eTYPICAL TEE & VALVE DETAIL 10' -0' (MIN) 2' -0' (TYP) (SEE NOTES) 2' COMBINATION AIR VALVE W/ REINFORCED NYLON BODY SEE TABLE 1 THREAD CONNECTION 2' 316 SS HOSE CPLG. (THE) (MCMASTER -CARR MODEL $S 53015625 & 53015K55 OR APPROVED EQUAL) FINISH GRADE 2' BALL CORP. BALL VALVE (THD) W/ BRASS HANDLE 2500 PSI CONCRETE (SEE NOTES) NO PVC RISERS ALLOWED 3 -PIECE ADJUSTABLE WATER VALVE BOX - (NO SUBSTITUTES) /] 2' 90' BEND ja (COMP. N COMP.) NOTE: 1. FINAL ENCLOSURE LOCATION SHALL BE COORDINATED WITH & APPROVED BY OWNER_ 2. ARV ENCLOSURE SHALL NOT BE LOCATED IN DRAINAGE SWALE OR OTHER AREAS WHERE IT IS SUBJECT TO SUBMERGENCE. 3. ARV ENCLOSURE SHALL BE LOCATED OUTSIDE OF CLEAR RECOVERY ZONE. 4. DOWNWARD FACING ELBOW TO BE SCREENED PER FAC 62- 555.320(21)(6) & RSWW 8.5.2 5. INSERT STIFFENERS SHALL BE MANUFACTURED BY MARS COMPANY P.O. BOX 830340, OCALA FLORIDA 34483 6. POLYETHYLENE ENCLOSURES SHALL BE OLIVE GREEN FOR RAW WATER MAINS, CONCENTRATE LINE AND FOR BACKWASH LINE. N 2' BALL STRAIGHT SERVICE VALVE MUELLER: B -25146 OR EQUAL 2' P.E. TUBING MUELLER 300 BALL CORP VALVE (TAPE THREAD a 110 COMPRESSION) OR EQUAL SERVICE SADDLE COMBINATION AIR VALVE SCALE, NTS 13 %16' +32 (WXDNH) POLYETITYENE ENCLOSURE COVER W/ LOCKING HASP. (WATER PLUS COPR. MODEL #131632 OR APPROVED EQUAL) 6' CLR CLR 6' N' STONE BED 2' BRASS PIPE 2' 90' BEND (COMP. N F.I.P.) 2' P.E. TUBING (SLOPE UPWARD TOWARD 90 BEND AT ARV) PLAN VIEW SCALE: NTS TABLE 1 COMBINED AIR VALVE PIPELINE ARI VALVE MODEL SIZE TYPE I RAW WATER 0 -021 PT 02 2' TYPE II CONCENTRATE D -040 PT 02 WITH NONSTAM ATTACHMENT 2' TYPE III BACKWASH / FORCEMAIN D -021 PT 01 1' C 0 3 0, 50 WATER TRANSMISSION FINISHED GRADE 36' OR 48' PRESSURE PIPE, CRY OF ST. PETERSBURG WATER TRANSMISSION MAIN PROPOSED DIRECTIONAL DRILL PRESSURE PIPE OR UTILITY CROSSING. NOTES: 1. EXCAVATION IN THE WATER TRANSMISSION EASEMENT FOR RECOVERY OF BROKEN DRILL EQUIPMENT WILL NOT BE PERMUTED. 2. REQUIRED DIRECTIONAL BORING EQUIPMENT UMITS TO BE USE FOR CROSSING WATER TRANSMISSION EASEMENT: A 5,000 to 7,000 LBS. THRUST /PULLBACK -UP TO 4' AND UP TO A DISTANCE OF 400'. B: 7,001 to 12,000 LBS. THRUST /PULLBACK -UP TO 6' AND UP TO A DISTANCE OF 600' C: 12,000 to 16,000 LBS. THRUST /PULLBACK -UP TO B' AND UP TO A DISTANCE OF 800'. 3. TIE ELEVATION OF CITY'S WATER TRANSMISSION MAIN SHALL BE FIELD VERIFIED AND SHOWN ON CROSS - SECTION FOR ALL CROSSING APPLICATIONS. 4. AL DIRECTIONAL DRILUNG STAGING AREAS FOR THRUST AND RECEPTION PITS SHALL BE LOCATED OUTSIDE THE CRY'S WATER TRANSMISSION EASEMENT. SWB 06/02 SWB 03/06 CITY OF Sr PETE DIRECTIONAL BORE CROSSING UNDER WATER TRANSMISSION EASEMENT DETAIL DECEMBER 1999 S50 -55 Stop Less Check MUELLER 1114350 with Lock Wing and Compression inlet or approved equal Threaded Corporation Stop MUELLER H15008 or approved equal (Tap at 45' angle) Saddle required on 4" P.V.C. only Iron service saddle Ford FC 202 series w /stainless steel bond or approved equal Water Service Tubing Driscopipe 5100 or Endot/Yardley Blue Jet, SDR 9, 3408 Polyethylene O CHLORINATION TAP CITY INDEX NO. 408; 1 OF 2 N.T.S. CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT "Tr." CHLORINATION TAP DATE x R.S.FB7 0]/09 mho 1 OF 2 END CONNECTION I�e�IIi I> 1 2 Boll Valve? Hose Bibb 3/4" Galvanized/ Restrained 2'Tapped Plug 2" Galvanized 2" Corporation Tapping Saddle TEMPORARY BLOWOFF AND SAMPLE TAP CRY INDEX NO. 408; 2 OF 2 N.T.S. TOP CONNECTION CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT aOe.V.o- TEMPORARY BLOWOFF 0E0. sy G AND SAMPLE TAP 02/09 400 2 AF 2 .e. 1 V,.l FD 1, 024 J z (J) W 0 CL V z cr: LLI 0 U- 90% DRAWINGS NAwwD IIH I MUM a,: REVERED .Y B. 90% DRAWINGS JRS 8/1/12 APPROVED 58 aw ENa5m NNwu D aTA EN. A.E 1 3372 A:60% DRAWINGS JRS 5/8/12 REVISION IW DA Ani C3 **TER X" CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 100 S. Myrtle Ave. Clearwater, Fl 33758 WATER TREATMENT PLANT NO. 2 — CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT WATER DETAILS DTN NAM: C20 501012A57 Na: 2012024 Loa Nn: 102008 7530 WAN GDP.... A3 olow C3 •.Ry. War,. Flaw, .114 700 Tampa, 91 7 Sea 1 0 F . (813) tea 568/ SURVEYED Olt savc DATE DRAM 8/1/12 DIMMED DE BVH DaAw J% Oman ar. JMA VERT 024 KR cmIaiawC e OTT ENGINEER MICHAEL a CaaEN. P.E. a 33721 001E PERFORMANCE — PAYMENT BOND KNOW ALL MEN BY THESE PRESENTS: That we (Contractor- Principal), a (Corporation- Partnership -Sole Proprietor, Etc.), hereinafter called "Principal" and (Surety) of State of Florida, hereinafter called the "Surety ", are held firmly bound unto the City of St. Petersburg, hereinafter called "Owner" in penal sum of Dollars ($ ) in lawful money of the United States for the payment of which sum will and truly be made, we bind ourselves, our heirs, executors, administrators, and successors, jointly and severally firmly by these presents. THE CONDITIONS OF THIS OBLICATION is such that Whereas, the Principal entered into a certain contract (work permit/minor easement) with the Owner, dated the Day of , 20 , a copy of which is attached hereto and made a pert hereof for the construction of: as described in City Engineering Work Permit # (contact City Engineering Department to obtain permit number assigned to this project). NOW, THEREFORE, if the principal shall, will, truly and faithfully perform its duties, all the undertakings, covenants, terms, conditions and agreements of said contract (work Permit/minor easement) during the original term thereof, and any extensions thereof which may be granted by the Owner, with or without notice to the Surety, and if he shall satisfy all claims and demands incurred under such contract (work permit/minor easement), including appellate proceedings, and shall fully indemnify and save harmless the Owner from all costs and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the Owner all outlay and expense which the Owner may incur in making good any default, and shall promptly make payments to all claimants, as defined in Sec. 255.05(1), Florida Statues supplying Principal with labor, materials or supplies used directly or indirectly by Principal in the prosecution of the work provided for in such contract (work permit /minor easement), and any authorized extension or modification thereof, including all amounts due for materials, lubricants, oil, gasoline, repairs on machinery, equipment and tools, consumed or used in connection with the construction of such work, and all insurance premiums on said work and for all insurance premiums on said work, and for all labor, performed in such work whether by subcontractor or otherwise then this obligation shall be void; otherwise to remain in full force and effect. This bond is executed pursuant to Section 255.05 Florida Statute, and is subject to the notice and time limitation provisions therein. PROVIDED, FURTHER, that the said Surety, for the value received hereby stipulates and agrees that no change, extension of time, alterations or additions to the terms of the contract ( work permit/minor easement) or to the work to be performed thereunder or the specifications accompanying the same shall in any way affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract (work permit/minor easement) or to work or to the specifications. PROVIDED, FURTHER, that no final settlement between the Owner and the Contractor shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. IN WITNESS WHEREOF, the said Principal and Surety have duly executed this instrument under seal in counterparts, each on of which shall be deemed an original, this the day of , 20 ATTEST: (Principal) Secretary (SEAL) (Witness as to Principal) (Address) (City / State / Zip) ATTEST: (Principal) (Address) (City / State / Zip) (Surety) (Surety) Secretary (Attorney -in -fact) (SEAL) (Witness as to Surety) (Address) (City / State / Zip) (Address) (City / State / Zip) Note: Date of Bond must not be prior to date of Contract INSURANCE REQUIREMENTS All Contractors and Subcontractors shall obtain and maintain commercial General Liability Insurance providing coverage for all contractors, subcontractors, the City of St. Petersburg, its agencies, officers, and employees for claims of bodily injury, personal injury and property damage which may arise from operations under this construction, whether such operations be by the General Contractor, or any subcontractors, or any of the agents, representatives, guests employees, invitees or anyone contracting with the contractor or by anyone directly or indirectly employed by any one of them. Explosion, collapse and underground hazards shall be covered by the General Contractor's and subcontractor's Commercial General Liability Insurance. Coverage shall insure the City's interests against damage to the City's existing water main as a result of the construction. The Commercial General Liability coverage should be an occurrence type with limits of no less than $1,000,000 per occurrence /$2,000,000 aggregate. This level of insurance must be provided by all contractors and subcontractors involved in the project. Evidence of such coverage is to be sent to the City's Risk Management Department in the form of an ACCORD Certificate of Insurance listing the City of St. Petersburg as a Certificate Holder. All deductibles or self - insured retentions should be disclosed on the certificates of insurance, and SIR levels above $50,000 must be accompanied by evidence of financial responsibility in the form of bonds assurances or guarantees listed in a letter on company stationary. Certificates of Insurance must be provided by all contractors and subcontractors performing work in the City's right -of -way or easements prior to the commencement of this project. THIS PAGE LEFT INTENTIONALLY BLANK FDEP ERP EXEMPTION /ACOE EXEMPTION Appendix.doc 9/27/2010 THIS PAGE LEFT INTENTIONALLY BLANK Florida Department of Environmental Protection October 24, 2012 City of Clearwater c/o Robert Fahey, P.E. 100 S. Myrtle Avenue, # 200 Clearwater, FL 33756 File No.: 52- 0314175 -001 Pinellas County Dear Mr. Fahey: Southwest District Office 13051 N. Telecom Parkway Temple Terrace, Florida 33637 -0926 Rick Scott Governor Jennifer Carroll Lt. Governor Hershel T. Vinyard Jr. Secretary Thank you for your request to the Department for an exemption determination for the installation of approximately 380 linear feet of 6 ", 8 ", 10 ", 12 ", and 16" raw water transmission pipelines via horizontal directional drill under seven surface water crossings and one wetland area as shown in the attached project drawings. In addition, the permit also authorizes the aerial installation of 40 linear feet of 16" pipeline along an existing bridge located at surface water crossing #6, as shown in the attached project drawing. The work pits will be located in uplands. In the event that drilling fluid is released into surface waters, the attached Bentonite Spill Management Plan shall be implemented. The project sites are located along Nursery Road, Lakeview Road, Hercules Road, Druid Road, Edenville Avenue, and Drew Street, Clearwater, within Sections 1 -4, 8 -16, 21 -28, 34 -36, Township 29 South, Range 15 East and Sections 3 -7, 9 -10, 15 -20, & 29 -32, Township 29 South, Range 16 East, in Pinellas County. This type of activity requires a regulatory authorization for construction and operation of the project pursuant to Part IV, Chapter 373, Florida Statute (F.S.), unless otherwise exempt by statute or rule, proprietary authorization to use state -owned submerged lands Chapters 253 and 258 F.S., and federal authorization for works in waters of the United States through the State Programmatic General Permit (SPGP) program. Your request has been reviewed for all three authorizations. The authorizations you have been granted are listed below. Please read each section carefully. Your project may not have qualified for all three authorizations. If your project did not qualify for one or more of the authorizations, that specific section will advise you how to obtain it. You may NOT commence your project without all three authorizations. If you change the project from what you submitted, the authorization(s) granted may no longer be valid at the time of commencement of the project. Please contact us prior to beginning your project if you wish to make any changes. REGULATORY REVIEW — APPROVED Pursuant to Section 373.406(6), F.S., and based upon the forms, drawings, and documents submitted on September 25, 2012, the proposed project appears to have only minimal or insignificant individual or cumulative adverse impacts on the water resources of the State. Therefore, the proposed project appears to qualify as an activity that is exempt from regulation pursuant to Chapter 373.406(6), F.S. A copy of Chapter 373.406(6), F.S. is attached. This determination is based solely on the information provided to the Department and the statutes and rules in effect when the exemption determination request was submitted, and is effective only for the specific activity proposed. This determination shall automatically expire if site conditions materially change or the governing statutes or rules are amended. In addition, any substantial modifications in your plans should be submitted to the Department for review, as changes may result in a peiuiit being required. In any event, this determination shall expire after one year. This determination that your activity qualifies for an exemption does not relieve you from the need to comply with all applicable water quality standards during the construction and operation of the facility. Activities conducted under this exemption must be constructed and operated using appropriate best management practices and in a manner that does not cause water quality violations, pursuant to Rule 62 -302, Florida Administrative Code (F. A. C.). The determination that your project qualifies as an exempt activity pursuant Chapter 373.406(6), F.S. may be revoked if the installation is substantially modified, if the basis for the exemption is determined to be materially incorrect, or if the installation results in water quality violations. Any changes made in the construction plans or location of the project may necessitate a permit or certification from the Department. Therefore, you are advised to contact the Department before beginning the project and before beginning any work in waters or wetlands not specifically described in your submittal. Authority for review- Part IV of Chapter 373, F.S., Title 62, F.A.C. and in accordance to operating agreements executed between the Department and the Water Management Districts, as referenced in Chapter 62 -113, F.A.C. PROPRIETARY REVIEW — APPROVED Please be advised that any use of sovereign submerged lands without specific prior authorization from the Board of Trustees will be considered a violation of Chapter 253, Florida Statutes and may subject the affected upland riparian property owners to legal action as well as potential fines for the prior unauthorized use of sovereign land. A review of the location of your proposed project indicates that it is not on state -owned submerged lands. Therefore, your project is exempt from the further requirements of Chapter 253, F.S. Authority for review - Chapter 253 F. S., Chapter 18 -21, F.A.C. and Section 62- 343.075, F.A.C. as required. SPGP REVIEW — NOT APPROVED A copy of your application also has been sent to the U.S. Army Corps of Engineers (USACOE) for review. The USACOE may require a separate permit. Failure to obtain this authorization prior to construction could subject you to enforcement action by that agency. For further information, you should contact the USACOE Tampa Regulatory Field Office at (813) 769 -7060. Thank you for your assistance in protecting the natural resources of the State of Florida. If you have any questions, please contact Sara Gonzalez at 813- 632 -7600, extension 331. When referring to this project, please use the file number listed above. Sincerely, Maryellen Edwards Program Administrator Submerged Lands and Environmental Resource Program City of Clearwater -Water Treatment Plant No. 2/Raw Water Transmission Main Expansion File No. 52- 0314175 -001 Page 2 of 6 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Southwest District cc: Doug Fry, Tallahassee Janine Alexander, jmalexander @reisseng.com Tia Norman, tia.norman@urs.com Enclosures: Chapter 373.406(6), F.S. Notice of Rights of Substantially Affected Persons Attachment "A" for Discretionary Publication Attachments: Project Drawings, 17 pages Frac -Out Contingency Plan, 4 pages CERTIFICATE OF SERVICE The undersigned duly designated deputy clerk hereby certifies that this determination including all copies, was mailed before the close of business on October 24, 2012, to the above listed persons. FILING AND ACKNOWLEDGMENT FILED, on this date, under 120.52(7) of the F.S., with the designated Department Clerk, receipt of which is hereby acknowledged. Clerka — Qi __ Date October 24, 2012 Chapter 373.406(6), F.S. Any district or the Department may exempt from regulation under this part those activities that the district or Department determines will have only minimal or insignificant individual or cumulative adverse impacts on the water resources of the district. The district and the Department are authorized to determine, on a case -by -case basis, whether a specific activity comes within this exemption. Requests to qualify for this exemption shall be submitted in writing to the district or Department, and such activities shall not be commenced without a written determination from the district or Department confirming that the activity qualifies for the exemption. City of Clearwater -Water Treatment Plant No. 2 /Raw Water Transmission Main Expansion File No. 52- 0314175 -001 Page 3 of 6 RIGHTS OF AFFECTED PARTIES This determination is final and effective on the date filed with the Clerk of the Department unless a sufficient petition for an administrative hearing is timely filed under sections 120.569 and 120.57 of the F.S. as provided below. If a sufficient petition for an administrative hearing is timely filed, this determination automatically becomes only proposed agency action subject to the result of the administrative review process. Therefore, on the filing of a timely and sufficient petition, this action will not be final and effective until further order of the Department. The procedures for petitioning for a hearing are set forth in the attached notice. This determination is based on the information you provided the Department and the statutes and rules in effect when the application was submitted and is effective only for the specific activity proposed. This determination shall automatically expire if site conditions materially change or the governing statutes or rules are amended. In addition, any substantial modifications in your plans should be submitted to the Department for review, as changes may result in a permit being required. In any event, this determination shall expire after one year. Be advised that your neighbors and other parties who may be substantially affected by the proposed activity allowed under this determination of exemption have a right to request an administrative hearing on the Department's decision that the proposed activity qualifies for this exemption. Because the administrative hearing process is designed to redetermine final agency action on the application, the filing of a petition for an administrative hearing may result in a final determination that the proposed activity is not authorized under the exemption established under Chapter 373.406(6), F.S. The Department will not publish notice of this determination. Publication of this notice by you is optional and is not required for you to proceed. However, in the event that an administrative hearing is held and the Department's determination is reversed, proceeding with the proposed activity before the time period for requesting an administrative hearing has expired would mean that the activity was conducted without the required permit. If you wish to limit the time within which all substantially affected persons may request an administrative hearing, you may elect to publish, at your own expense, the enclosed notice (Attachment A) in the legal advertisement section of a newspaper of general circulation in the county where the activity is to take place. A single publication will suffice. If you wish to limit the time within which any specific person(s) may request an administrative hearing, you may provide such person(s), by certified mail, a copy of this determination, including Attachment A. For the purposes of publication, a newspaper of general circulation means a newspaper meeting the requirements of sections 50.011 and 50.031 of the F.S.. In the event you do publish this notice, within seven days of publication, you must provide to the following address proof of publication issued by the newspaper as provided in section 50.051 of the F.S. If you provide direct written notice to any person as noted above, you must provide to the following address a copy of the direct written notice. City of Clearwater -Water Treatment Plant No. 2/Raw Water Transmission Main Expansion File No. 52- 0314175 -001 Page 4 of 6 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ATTACHMENT "A" FOR DISCRETIONARY PUBLICATION OF NOTICE OF DETERMINATION OF QUALIFICATION FOR AN EXEMPTION In the Matter of an Application for a Determination of Qualification for an Exemption by: City of Clearwater c/o Robert Fahey, P.E. 100 S. Myrtle Avenue, # 200 Clearwater, FL 33756 File No.: 52- 0314175 -001 Pinellas County The Department of Environmental Protection gives notice that it has received a request for authorization for the installation of approximately 380 linear feet of 6 ", 8 ", 10 ", 12 ", and 16" raw water transmission pipelines via horizontal directional drill under seven surface water crossings and one wetland area as shown in the attached project drawings. In addition, the permit also authorizes the aerial installation of 40 linear feet of 16" pipeline along an existing bridge located at surface water crossing #6, as shown in the attached project drawing. The work pits will be located in uplands. In the event that drilling fluid is released into surface waters, the attached Bentonite Spill Management Plan shall be implemented. The project sites are located along Nursery Road, Lakeview Road, Hercules Road, Druid Road, Edenville Avenue, and Drew Street, Clearwater, within Sections 1 -4, 8 -16, 21 -28, 34 -36, Township 29 South, Range 15 East and Sections 3 -7, 9 -10, 15 -20, & 29 -32, Township 29 South, Range 16 East, in Pinellas County. This activity appears to have only minimal or insignificant individual or cumulative adverse impacts on the water resources of the State, and has therefore determined the activity to be exempt from regulation under Chapter 373.406(6), F.S. A person whose substantial interests are affected by the Department's action may petition for an administrative proceeding (hearing) under sections 120.569 and 120.57 of the F.S. The petition must contain the information set forth below and must be filed (received by the clerk) in the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399 -3000. Mediation is not available. If a timely and sufficient petition for an administrative hearing is filed, other persons whose substantial interests will be affected by the outcome of the administrative process have the right to petition to intervene in the proceeding. Intervention will be permitted only at the discretion of the presiding officer upon the filing of a motion in compliance with rule 28- 106.205 of the F.A.C.. In accordance with rule 62- 110.106(3), F.A.C., petitions for an administrative hearing must be filed within 21 days of publication of the notice or receipt of written notice, whichever occurs first. Under rule 62- 110.106(4) of the F.A.C., a person whose substantial interests are affected by the Department's action may also request an extension of time to file a petition for an administrative hearing. The Department may, for good cause shown, grant the request for an extension of time. Requests for extension of time must be filed with the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399 -3000 prior to the applicable deadline. A timely request for extension of time shall toll the running of the time period for filing a petition until the request is acted upon. Upon motion by the requesting party showing that the failure to file a request for an extension of City of Clearwater -Water Treatment Plant No. 2 /Raw Water Transmission Main Expansion File No. 52- 0314175 -001 Page 5 of 6 time before the deadline was the result of excusable neglect, the Department may also grant the requested extension of time. The petitioner shall mail a copy of the petition to the applicant at the address indicated above at the time of filing. The failure of any person to file a petition for an administrative hearing within the appropriate time period shall constitute a waiver of that right. A petition that disputes the material facts on which the Department's action is based must contain the following information: (a) The name and address of each agency affected and each agency's file or identification number, if known; (b) The name, address, and telephone number of the petitioner; the name, address, and telephone number of the petitioner's representative, if any, which shall be the address for service purposes during the course of the proceeding; and an explanation of how the petitioner's substantial interests are or will be affected by the agency determination; (c) A statement of when and how the petitioner received notice of the agency decision; (d) A statement of all disputed issues of material fact. If there are none, the petition must so indicate; (e) A concise statement of the ultimate facts alleged, including the specific facts the petitioner contends warrant reversal or modification of the agency's proposed action; (f) A statement of the specific rules or statutes that the petitioner contends require reversal or modification of the agency's proposed action; and (g) A statement of the relief sought by the petitioner, stating precisely the action that the petitioner wishes the agency to take with respect to the agency's proposed action. A petition that does not dispute the material facts on which the Department's action is based shall state that no such facts are in dispute and otherwise shall contain the same information as set forth above, as required by rule 28- 106.301. Under sections 120.569(2)(c) and (d) of the F.S., a petition for administrative hearing shall be dismissed by the agency if the petition does not substantially comply with the above requirements or is untimely filed. Complete copies of all documents relating to this determination of exemption are available for public inspection during normal business hours, 8:00 a.m. to 5:00 p.m., Monday through Friday, at the Department's Southwest District Office, 13051 North Telecom Parkway, Temple Terrace, FL 33637- 0926. City of Clearwater -Water Treatment Plant No. 2 /Raw Water Transmission Main Expansion File No. 52- 0314175 -001 Page 6 of 6 1 N iii, _ 1 006 Y C43 i T.44 C45 C46 C47 C48 j C491 C50 C51 C52 C53 C C60 i 31r \'/ E _\ E ROAD I 0 s <_.Y , 1 1 �.. I 0- — — G ry �. ) I wn= 4071. ___ 0 r 055 057 0 v.EU 03 040 _ _ . 3 1 �., ' _. as .n,._, r I a< _ I - ON W I " C80 C79 € — N I F 1 H I LL 1 _ I VEIL 02 ..c.. 7 1 i (RY 0I1429S) 9 ..�." ,max. ,. ,...4 m 11 1_ j C78 C I I .°.1 L F l R I E I �• [ (`a LDTMERS) i 1 �i� 1 f I l _ I 1 i 1 1 -I I GULP TO BAY BLVD ... . a., •• _ ,.. C63 ��j I l r I 1 1 1 111 i �,� t �� 111 -- -- --- lr i C61 ,•••I �•'L S � \ %` • a ) RE SS ENGINEERING, INC. • Rww vG - OF9G., - DY6TIVta •., * • • 1 • es 1.16 P•4 .•uV PT, moot $1.4%. a 31106 RECORD DRAWINGS ° - - • ` ' -•'."` WATER TREATMENT PLANT NO 2 - CONTRACT #3: ..."..e COs 0.0 Ni. VDT Le.[D •• I. •' -a a. .l ` t0.,./C,K DPP paw V.+,„ ' Q!i CRY OF CIEAR7A7ER FLORIDA F •``A�� `� " .94 RAW WATER TRANSMISSION MAIN EXPANSION PROJECT 2012024 «s 8/]1/12 RIM ,c r. '� •` • ENGINEERING DEPART)IENT °.y �•R V •A •- • \ � <• ft.: >© ar. oeora ec SPOT rA aro. Lw.. —erg— 8:90% DRAWINGS ROO 8/51/12 p if - L00 S. Myrtle Aar. ! • • • • I 102006 ]MA !MA 007 Clearwater, F1 33758 .. ", ,�� PIPELINE DRAWING KEY PLAN 3 OF 3 °r`=Re ee A: 60% DRAWINGS RuJ 5/8/12 %'/ ` �.. • s mi.. 1a art ec'. ..o-.a O. ouiv, re • »n1 —INV — REVISION u4 r.1 ,,.:•• /, Y`,5 r^ `I-:,- .1� ov sn�:ro. on tow .na+a n OAIL' re F,m, e.+[ 1 1 1 1 ( ) � % .� 0 007 — — ----jjtt r — r ( (( 1 -- , , . ,/ . — I --I- - r.r. .IOr• I i /� ��a..`\• II i % r t _ -1- - Cf1 Z Z- _ _ -- -- _. - +�1111111ii � �__ - l // I 4 ' A 1! , - 1 I 1 1 1 j`I1li i it ,1 4 I f a< u.v® +tea, i - - 1 11 Sr i KU. W C , 1 r 01 . :d ,I C89 . .. 1 0 t 9 = c coa 1 1 C86 1 a COI CO2 /� C OVERALL KEY MAP I C85 ( C69 C70 C71 C72 C73 C74 C OELL S) J C97�\ / .; 091 P PLAN V212 14,00N FCA PLAN PO C84 D DRAWN° 1.I11daER C102 PUN MNDO• LOCA1TJ) oW STREET' 5 DREW S STRF-ET C83 1 4 1 — QXOQ . 1 1 1 1 V 0) 8 20'2 8 :2E AM lot EY JAMES S:.HEI:ERM: f . {;0 MATCH UNE SEE DRAWING C25 1,`1 It .11 AI le 1 _J 11' STA 56416. I1.7' U I6' 45' SEND 01/tNJ IS" GATE RNA .SSW CROSSING #6 STA 56161, 02.7' LT 16' U' BEMD DI/RW MA 56467, 14.2' L7 t6. 45' HEM) 0(/11UI Val TAR I)I STA 65462 ran' LT 564: 8 ts• 40 REM) a /gets i 41 +M- - STA 66,07, 14.$'13 ( a' a5 0040 01/041 " RCN joO NURSERY ROAD (CR474) Neal rR a rpR I6 7 ! Amivf PRONOE PYC CILtl/W15PFfIFrArtlh TREE 11001 PRUNING C0116tlAfON W oMVE ./ by,y yefeeeraa!a MAD 57 +01; ` REE) M ROOT PII NG Mtl ANN 511+00 h TREE BARRICADE (1K) -r n I V p D ;O my I D 1 Ire I� 59 +00 L 0INELLA5 itv1ifarr R/W CCNSTRIICTICN NOTES. rd 6 .ugh ramps disturbed by this construction shall ho wplo od per FIXT odor #104 . on proposed sorb mast comply wets the FDDOT lonadeor Plano Rieparotier Nor :or (ion PPM) 1) ell n)ht -o' -000 Irstallatinrm oil be in accedunce ettt. proaires referenced in the Stan at Pesch toilet" Ar<onv -d riot toot Atl design and <- netteuror must conform to the mina -mm standard, To down M pmrNaa County Land Oo.ekpmon'. /crina or t;w elnted Drff a tot. and Ninrem m Testing Frequency requranerts. -ion Itmenodes shot! he In accordance 'tth the 0 S. Deporteern, of Transportation's 'Partial of imd: rr Traffic ia.nerel ur," x -.I the Florida Deportment of Transportation's "Roadway and Tretk ii.agr .,.on birds Indexes p.00 through h7,) ;latest oM4 m; C' tale pedest Ian traffic to to be maintained at all tines 1 on> stele-soil . •Idch becomes ardermined mst be remeteed Ind rnphcei ialeurels ate to be re<onstnactei within 'bre< nap ohs) em-nal When gassing sidewalk Is removed. It Is to he rerooed to the room Mlnf 30 25 20 15 10 5 0 —5 (clinic GRADE (OVER Cl. OF Pin) I PUMICE -NR 3' COVER... tpi RAR Oil 2 d ARCHON NnWN YERTIGL SEPARATION, T'- 16` 60 RENO UI/Rier 30 25 20 15 10 5 0 —5 52 +00 53 +00 n//..n. Ni) Compaction for pipe bead* shall corgtf with MSHTO T-99 ('01S) 9. Disturbed moo within the rig! -et-+my 41 be compacted to tOltS of marlmum density ord sodded In) The PerMttee's attention is directed try the prosisions or the Trrmch Softly Act (Florida "dandos, Section 55:16O et. Seq.) And the 0cc.gaW00a1 Seetty tend Health Admlrest,oetnn Escmattor Safety Siandardo (29 CFR section iTin f.sa Subpor, O) Hitch shed apply to construction, operation and rrWrteron :e puouod to this permit. II) On nor disturb wasting undordrain or storm oyaternrs If 'Oration bed Is dgsnebed, contort fir area inspector ell the Pinellas County Highway Deportment of 464 -11900 fa osoistoerre '2) Restoration of curb, street, dtrew oys and placement of sod ,hall be completed prior to a cmntnr storing n another rota by soma contractor 3) n .r Type 01 sod used to restore owner -rr -d arra e rrgtd -of-.ray shcdi b te i,dimd d• ',mere. 1.1110 stacbpieq of maters in roadway or on sidewalk dl dirt and debris He be reaped from oh Site daily Roods and Missile to be swept daily 6 a pot of daffy dean -up. 15) Nn tr et boll be closed eithout the written permission of the ninellrs Canty TruNk idiosion At Went 48 hots 010,00re coordination in acquired. 16) Any prefer of the roadway float sallow eecoasive con, rICncn raided damage. Ie the opinion ai Wnelkie County Highway Gropelrrnt, shall be repotted at rortrn<tnr expense n n meirner specified by Piteln „omry Highway Departmerr,. 16A) LAIR, irstotlutiorm and bare pit orravaticns =hall rot . cco within 5 tee' or the edge of pavement along any Pirogue County maintained roodeem. 30 25 20 15 10 CON* 71014 AP YAM c) w EeiSGRRL /PROPOSED GRADE (OVER. CL OF PRE) PlcoLE 4Adh 1/14 16• YFRTGL W Tee \ .- plOADE ell4 3' COVER 1 30 25 20 PROMISE IAN 3' COVER tit' Lar a7ro 00CM,i �MNbIi -16• 0/MAI - VERTICAL SB A41100, 15P —5 05' SEND Cl l6' GAIT *ABA ( 16' Of/N-rPE 701800 FLAFL U(j. LENGTH OP ICFENSER ON SPAN) fa' 4Y REND pl/RW +a• rn/FLnPE TO eE7+0 20' CORC OPNG W/ mix SEAL /TIP 2 pits) mill/ FWD VRRI 000ANCE 00 41 YYPA. LL TO L (M L DISACE IP0 M. 10 tAll, note MOST � 56 +00 TREE 'MICRON 5(1E5 The Contractor at br respor able tot orinmg to d Into protection acorn rrNrri by the Clearwaterattr nrdinorpet and snvfod specification; This HS include IN tree barricades, root pr,rcing .old Ott nimmrro,prero orlrvgios. These regoerrnts will apply w9hr the sprrihrd Snits of rah, and will Ate for applicable n IN .Arai wherr the contactor and /or hie adbcontracct:rs stage. , dot - -T rc ' r7•rlah art trim J AN act ra +r' andico fort pruning an exrstnq trees •e he presnroa R cop lot performed by of under TO rice super.ei:i e b end .ui >odaty of Arboriculture (C.A) certified others, T.s -.tai. 'r: iY 'r sot -h-AM stream •• th. 4^nemn wttiorg '/sir lmth In-fet11t (PPC,I' 3501, American Ndierrt tftanfold •or for nee are Ire -runs -Tree. Staab and o`Fm Woody Plod %onter.•Ince - Standad prOCtces (prude) ANV A -3011 1. Whore :atle4 or ' nn !tor p�m: rs•dl free barricade, tension central/silt 'coon, ea other toprcved prclectieo borne. anted all acts en hr yoesen:ed, rr e.ity standard detail More oppgeablr. ptofecitae bearers HN be placed N root prune trenches 57 +00 VERTICAL 030 J Z `0 coVJ W 0 0 15 `„1 I l l ll / / /�, Q_ N. N'11 r • , / ,x.4 ; kq • u wt•� . 0FES'�.`�� LL. 58 +00 59+ /1 M \� \\\ 4.haca tc any field change: taking Flare, a sill tc the contracts : responsiblley to rcviee the potersid rrpcuts to coating Rees with his cer9tkd rebornt, and include any and d recommended Gee protester m asures Ir nil proposal to ra.A'y IFe approved design The 'Drys engineering tepee enlatire must employe. CO tatting. any chorgns to die improved desgn poor to implementation of sold clengo 5. The Cortrxfen YON avoid any open nsob.mon S on otter ocrstructwn ac1vlt10 AtsroveI posotk within the 'I.ritkd Root Zoned any orating tree (Le. under the drwine /cmapy) +; nhcv constrction amiseas ale anticipated to foi m. n indicts period of time nee existing tree. the Contractor shill instil rend maintain ;:Iy opprovod tree barricades as shoosn at the standard dafaik or 1,y !II City s cr -gr ono) leplo,entoober a 'mood tops. rUkh Of another .cahr,nnq s9AUrn material epjoo.ed by the City s engineering representalhe andl he placed he o mnimum depth M /cover areas whenn roots arc pesent and corstructron tra8u II.AR tide protection measures stall remain n Doer at a6 tines duIlg constructan until the CA s engineering representative 011101115 referred. 9, The Contract r wi coordinate with the Cave erv;rneerirq representaive, ltm Kurtz Q (727) 562-4(51. to obtain approval it odvanr7 of any and all woo *Rhin the robed root rem a any emoting tree 0 2 40' SCALE 1 - =20' fI)R12. D 5' 011A1F I'A5' VERT 90X DRAWINGS -oNwG Sir :nw+F1.t funds wolf u Aae.[o Or .1 NW r A 0014 Deli H 9CT t1RAVAIY(;5 A iii1Z 0HA11114: ; .145 6/,11/17 ,IRS '- /11 /'7 REVISION CITY OF CILUMATT1t FIDISDA ENGINNISBING DISPANIUUM,HT LOO 9. Myrtle Me. Cloerweter. F1 93160 a6'A ��1rrfrrfpp)��rpp�� catmoiss4suf 0.A42e1Vr C'. revY eomwr v. rtlI rE rtrsea WATER TREATMENT PLANT NO. 2 — CONTRACT #3: RAW WA'T'ER TRANSMISSION MAIN EXPANSION PROJECT NURSEY ROAD (CR474) PLAN AND PROFILE (STA. 54 +80 TO STA. 59 +80) nos Nue C20 noereoe17 40 2012024 'e en 102006 Onfl URS rr., p Mu. r000• iM 71fnu ilxl4s s1ea• rs :ACV H for ,+ rswoe acs osao Haar taasr. Vol war ae.., D /91 /12 00 S swsr onlo+o m ME , so .INm or HYN 0I111 030 ,AAA at, bnaNOa rLNSO A MUle, eA 4 earn wR 7 at U 8 or ay d h .}.,...�....�,�- _ 0 4-- —I 1011-00 d _ 4 us 102 +00 103 +b0 z -I - S- 14Ffi.C1II r0 ICE 16^ RAW 01 TREE BARRIC/AD ow) .. ) Row at 6 1N' RAW 01 SIA 1021-11, 19.0' RI Is 46 D5N0 01/10W L RAW iroweetwwwwier RA W .5OOPOONOO4 RM amoomow Row RAW CORONET LANE Raw winnerwwwwwr RAW • • TREE ROOT 'MINIM (TT?) S1A 100140, 19.0' RT 16` 041E WANE Oho S1A 92016, 100 DT 16' 45' DENO DI/R143 STA 97590, 21.1' RT 16' SO 9)1-0 01/RW STA 57090, 102/' pRuT� tit• �' BEND G/RMe �201T I -I STA 69445, 21A' RT (2) 16' 46' 4FNUS Willis VA 99 76: 010' RT 16' 46' eE2I0 DVR1u PINELLAS COUNIO M/W CC'SSIRUCIICN NOTES: I) Sidewalk curb romps dist:abed by this cansiractron stall be replaced per F "OT lder #10a AN proposed 'work must comply with the FOOT "Roadway Plans Propaotnr Manual' fie PPM) 3 Al right -nt -way instMbtians will be in accordance with practices referenced i' the State of Florida biddies Accommodation,: marital 4$ M design and canetnldion must conform to the minimum standards tel doer In Pinellas County Land Development /ovine a d /:,r related Ordinances. and Minimum Testing Fregrerc{ requirements. Sign and Rand odes shall he in accordance Pith he I/S. Department of To portotions. -Marl p01 of Unatorm Trntfl- ,. orhal ,rt r., and the Florida Department of Transportation's 'Roadway ord Trani< Design Standards Indexes PSi thmugt 610 skdast e,Nth net 61 Safe pedestrian traffic ie to he mantdned at all times. n'- Any sklewall .WCh becomes rndormned moot be ramrved and raptured. Sidewalks err to be rocems:racted within 'hoe ('; Jars near removal When existing sidewalk Is removed. It in to ha removed to the nearest joint IFLEt91: SMRi R'rpp $� 7[RI, L___1 i! 79 Alq MI9CEDANEOD4� F RFICATION - -- TREE RODT OM04610 6 Camptcaon for pipe backlit shall comply with M`Hr0 5-99 (190x) 9, Disturbed area within the right -of -way ei be compacted to liOR cC r,aelmae. density and sodded. I0) Ow Permlae's attention h directed to the provisions or the Trench Wets Act (Florida Statutes, Section 553.60 et Soq) And the Occupational loal Safety rtor d�dntdrar %a ion EEe,ter fjl,r Safety Standards (25 CFR Sectrnn i '12t 652. Subpart 6) abash slat apply h, ape m r permit 1 t) Os not disturb misting irdsrdrdn or storm symeres N Nitration bed Ir dMturbed, vodaet to area Inspector .rh the Pinellas County Highway Oepatment at 404 -•900 for assistance. 12) Restoration of cads, street, driveways and placement at sod dhcN loo completed peer to m.avanon ctartno in another area by same corner-tor 13) Type of sod used to restart oener- t- ,dnroq'ril are- N. nghi -et -way shal be coordinated with owner 14) Sri stockpirg of materiel in roadway or on sidewalk; dl dirt ad debris will be removed trorr Soda Ste daily Roads and sidewalk to he S1A 102066, 21,0' tel 40 BEND O /Reed STA 102100, 34.0' RT 1656' TEE COON 16' l"X' HERD DVRNi • 6' CAE VMAC SEE WARM CM FUR • 05.55101 OF 6` MW ; swept doily as part of daily dean -up. SEE DRAWING C34 FOR DESIGN OF 6" RAW 15) No street shat be closed without the written parmmoion or the Pinellas County Traffic Guidon. At toast ail Your aMasce coordiratmn is reafdred. II) Arty portkm or the r<tdeay that meters e. <.eosrvo construction relined damr')s it the opnior of oindlns Cranty Highway popertreent, s hall be repaired at contractor expense r a manner mutants{ eb{ by Pirmlas Cornry Wghw'ay Department. I6A) Laity nstalations and hare pit e•cavetions shall not ore .a erthn 5 fort :n the edge of pavrfront dong any Pinellas Co loci mairtanad roadway 35 30 25 20 15 PRO rDE Wm 3' CCN R 1E-, t n 10 0 16' 40 BEND d /RW re' RAW DI Ca SIATKON .51 MONDE 1144INW le• 501135/4 SFPMATION, lit Ip511100 ORAOE (9VER CL OF PIPE) 1 _ 11- 6' a 51•0 01/A ,1,120440C MIN S` C mttt V4C0MpN4nuh AR , 16' 15':, OEMD at/R101 0 101 CM WINE Rau 98 +00 99 +00 511 IROTELl1ON r It L ( The Contractor wile be rcep-_' ill r adhering to at trio protection measures terieid by the Cry 0, .Asa mere codes, ordinances ad starched pe ni #ions this ma include a9 tree barricades, root pruning and tree 31- mina /1. n e u iedies. these requirements will apply edhir th- p. r ni tail o a' 1-.a k. and oil also to applicable r •111 Mean Owe the contractor and /or his subcontractors stage, store or park etila sainprnicrit. materials aid debris. ! All trot pruning and/or root pruning or raising trees to be preserved eel a ly h tenor ed h or under the direct super /Mar a n imarr:a'e.rat ,xret d Arboriculture (ISA eended arhorist. 0u/then-tone, ad tree work rshre :cntorr is Psi American rational Standards M »tibia ! <'lSi` -030. Arencan teatime' Standard 'or tree care ,par;sticrs -Tau. Shrub and other Woody phi Maintenance - Standard practices (priming) AN SI A -300 _,Whorl called for ur1 11 p lmo-, install tree halicades. sedan damrolj vh tercel c1- tier 7(•pq.ed protocti.e harriers around all tress to he eaewvod. per Uty standard diets-. 6061-5 aPlskabts, protadlvo barriers nil be pitted n root prune trenches. 900 DRAWINGS its s mare r• ItRA'WiN(; JAR ell +Ira art esn11u W e7ECa slur. e r i 01711 At 60% ORAWIV0; 5/6('2 RCVISION PI CITY OF C1I1ARWA71ht. YWIl(OA ENGINIERWG DEPAkfh1ENi 500 S. Myrtle Aso. Crerwalor. 11 337Se 100 +00 101 +00 \``\'�'�I tulnete e . 678 VALVE 'i1-' d V 1• .4 o — =, —► 6 106 � • O6 �� re 6102 +0o /' •I-i 6' RAM IS 16' 40 BEND MAW :re. 41 LF OF 14' 1 5. - — - _ _ A DRECI10444C OItlLL 103 +00 4.1>rrci to any meld changes taking place, It WO to rho CarLactar, responsibility to rrri. the Winifred impacts to exciting / th - Sw,`O I9d�ley and 'IS t,tomoer&ed tree proection in °suers it his proposal to meaty the appotted design The idly's engineering representative real approve, n writing. a e w irid5' ' le implernewation al said chantey n eaova' other 1' . 9 -OIe ;.artnscl id a. twos fill x cmaaur m1- activities a possible 'tit n wi void Y open herrver P s k n n the tdltae fact lane t F�1' r r ur n s /can '^'s I �• �rgr�n oPYi 1-i. 'Where pin-col by Cadres are aMng reps to Pm: for on extwrAnt period or time near e5stlq trees, the Conaator siMl Instal Ind dn/�p,'�yy /p 5�1ry�r �Slr odes as stoma m the standard diem ds card appro•nd by the City's engineering repaeseMOtva. • e 1�� f s r.'Roadohips, mach or another ceshianng surface material opprmad by the City's engineering representative shall he placed to a erbium depth of linear aeon ohne roots are present anal corsauction Crank sitcom e. AN fire protection moowres shall roman in piece al at 1mes dung construction until the Cityy engineering replosantathe aitten :es rertavel. II. One Contractor w16 coordinate with the eel's eogrsneq tollaeon lilac, Tier Kurt: 0 (12/) 562-x4137, to obtain approval n advance cl any end all we* within the critical mot nano or wi exis7rg 1,05. 0 35 .30 25 20 15 10 5 0 0:1 FOR PERMITTING PURPOSES ONLY 40' SCALE t" =211 H0,17 SCALE t ',TOT WATER TREATMENT PLANT NO. 2 — CONTRACT #3: RAW WATER TRANSMISSION MAIN EXPANSION PROJECT S. HERCULES AVENUE PLAN AND PROFILE (STA. 97 +40 TO STA, 103 +40) non on 521 1160 peel: a 4n•rrw4 ede.w We, s ••nl rota. n:0 efeor U'11 10'4 4 -' %n F,.'sii 714-1 4racCrn M 2012021 aenw e /al /1 l5L5 �.t woo 102006 erprw so 0r ,x61- Mt IRA Oat era eel YTNML t Pali» f C A ”or U S Uu a 0- K Parent Shoat Set - z 11y',% yyr SW CROSSING 5 -5- I:: =,N sTR,cr, ) SEE ORANNO C39 A•D C33 FOR 16• RAW PPE DE901 00 WS Cyr (k;) I. =i '5) 1`. CREEK 1 APPRO4 IOCARW OF 0057. 10. 3015E REQAYED MM LOST I/O CO',STRUCT -, roSS OUP MU. PR ... ..........._ — f. TAN_ - - - - -_ ,- __ S T A 624 +25.00 2 01 _- CONSTRUCT 6• RAM -PVC RIM 1010 V= GRECTIOHAL ONU. (402 LEA 0165 SNEET) CREEK 1 fiCM 1E( M TA 62 00.00 It 1]15077.73 - - E 41279110 EAST 5N 202. A0P904 LOCATOR OF COST. T 6• PVC RECUONO WATER ST SW ED RAS_ NAB R6M E l RA MaffeJ 176' r EJST R/N s-k COTTRATOR TO PROTECT ENSTNO UTUT PE!� - . 1 Q =1 iTfi AVOW M0 REPLACE SDERAUL POSTS A40 SYMES AS £000EO 1005 ROD AND CAP 0_13150E493 441261$05 _s i1 =7 s GRAPHIC SCALE 10 20 40 (N RE 0 ) i 4,d - 20 R TREE PROTECTION 114 CONTRACTOR SMALL YE RESPO 400(00 EON ADMOei0 TO ALL TREE PRO1EC10N KA9AIES REWORD 61 WK DEW OFAR6AIER'S ALL TREE $409000ES. ROOT PROW AND 1110 TRAAANO .ESE 010.41047415 ARE REOUREO MOM THE 940090 "LN13 Of ROW AND WEL ALSO NOME ALL AREAS WHERE THE CONTRACTOR AND/OR ODIRM • 9! otr STAGE. SHORE OR PARK EOUPMENT. MATERIALS ALL ARE 1NM41N0 AND ROOT PRUNNO 00E AS100A1ER 1154 16 PROJECT MU. SE COTE 81 CR MOO THE DIRECT 9WCRN0ON O AN N1ERNATENAL SCOUT OF ARIENCUL1URE QSA) =TWEET AMMO ROOT PRUNING TIE CONTRACTOR MU. FIR OR PANT ALL PROPOSED ROOT PR1JNNO. PER TIE APPRO65D PLANS OR AS REOURED RG THE CRY OF WARMERS COMA ORINOCO AND S1ANMRO SPECNCATIONO. THESE LIMES MUST EE EVERTED NO APPROVED K TIE ON NSPECTOR MDR 70 M CNNOCOENT OF ANY ROOT PRONE P OOR TO FOR DOOR TORO PLACE. IT 1MU. 05 THE CONER/CTOES RESPONSORY TO REVIEW THE POTENTIAL FOAM 10 OMEN TREES YM IRS CER141E0 MOREL MN NOME AM AND ALL RECOINOD1 TREE PROTECTION KAAJRES N 16 PROPOSAL 70 MOODY THE MPR04E0 DOOM THE PRIMO YMUOER MUST APPROVE ANT CROW TO THE APPM0TD COE N PRIOR TO N LDIDRATION OF NOTE 11E *ROVE 0501dA/1ON IS 041DOM FOR USE ON PROJECTS MERE CONSTRUCTION IMPACTS 70 DOSON0 TREES ARE LAELY OR EVEN UVAV00ARIE WORE 145 NECRMAIWN CODE A VANITY CF 91UA11ONE R CANNOT A0ORE44 EERY ON6. N TIE EVOIT TOE ME QUESTIONS CR CONCERNS REOAROaO TREE PROTECTION Of A PRQECT, PLEASE CONTACT THE OTT'S PROJECT 0SPECTOR W THEY ME UMAYARASIE, PLEASE CONTACT TN KIR12. SEWOR LANDSCAPE ARORIECT N TIE PU8UC TCNNS AOMNS01A1W AT 727- 362 -0737. ORRIL PITS SNOW CONCEPTUALLY OR.'I' CONTRACTOR SKULL DETERIANE DUCT =DOE AND DaDIIDOK O PITS MOST MOW FOR CONSTRUCTION OF ONLLS 25 CON'SIRUCT _- - WASEeT • DEEP OM PT 20 EAST 3• SAN PK 04' :19.012 ___ - -- EAST a• SAN -PVC INV.16551 _ - -- 15 10 D$ECIlONAL INA EuSTPN/PR1W05E0 GRADE (OVER Q. OF -PPE). -r. PROEM MN S N:OYER PROVEN TAN le VIRTCAL SEPARATIVE PRODS RYI 12• 3ERTIC41. SEPARATOR CO:dcT TO 6' GA 10 VALK; RVJ SNa -OJT EROY l6• RAW -PLC (SE ORANN° C -39) CDSSTRMT 6• MRIPIC, RSJ 621+00 RECORD DRAWINGS CRY OF CLLARWATER. FLORIDA ENGINEERING DEPARTMENT 100 S. REM Ave. Clearwater. Fl 33758 622+00 4.•$#. •GPAELVEIf ••F jr No. 59244 • 623 +00 624 +00 25 20 15 1D WATER TREATMENT PLANT NO. 2 - CONTRACT #3: RAW WATER TRANSMISSION MAIN EXPANSION PROJECT WELL #20B AND LAKEVIEW RD PLAN AND PROFILE (STA. 620 +00 TO STA. 624 +40) 0 20' 40' SCALE: 1 -.20' HORIZ. 0 5' 10' SCALE: 1• =5' VERY. RE SS ENGINEERING. INC. 11.,0110 - OL•ON COP411PA 1OI 4014 SNP% ALAI PT, 40003 4NYCS. A. J91CS 111.04 N RIM O0OW IT. NA YYL NAL LRL sar •a: 038 OTT 0.mm1 rd410 Nul% Ps E Y 0' N z U, 8 a rE165T R/M -STA 624U50.GO, 2.2,1 RAE if is `A* _ 199• ___— __ -------- / /// / , / J / 1 / J / ) e/ )_ / ) / ) // J ) / J / J / , / 1 / 1 / 1 / CONSTRUCT 1 // 1010 LFA ORECTOYAL • Mt 1 (500 Mt TN,S SHEET) I. APPRO.( LOCATION DF 11 •-... i / % 6' PVC RECIAVEO ML CROSSING 7 CREEK 1 ■ROY ROO AND CAP *1315072.1 E41365432 CONSTRUCT 6'.37+5' DEEP EAU. PTT (MA5TAN 25' FRO• CREDO :./M,K�EVIIE�W��R�Dt (U S9M ROVED) EAST R/w -+ STA 625625.00. ISTR S• ;1\ TSR LAKEVIEW RD 629400 CONSTRUCT e'464" DEEP DRAT. PIT (MANTAM 25' TROTS CREDO LTA 620.6492. 0511. CONSTRUCT 6' O 11 2S 8D.0. RVJ •ATO ila5 `ri CREEKI fIi J2 y_ S 84• CONTRACTOR TO N£RTY NO CCAFUCTS NTH DG51050 !AWE FOOTERS (FM.) STA 627.91.04. 6378 INSTRUCT ARV STA 62746523, 032'R RUCT 6' O 1115 BEND, RIM EAST R/4 9 GRAPHIC SCALE so IV1r (N FEET) I FU - 20 R TREE PROTECTION 039 THE CONTRACTOR WALL BE RESPONS6I.E FOR ADHERING TO ALL TREE PROTECTION YEA.RA6 MOORED BY THE DIY OF OLARRATER•S CEDES, °ROMANCES AND STANDARD SPEOTICADOS& Tt5 WU. INCLUDE ALL TREE BARRICADES. ROOT PR19.W0 MO TREE TRAM THESE REOURERDRS ARE REQUIRED W11N Tiff SPECIFIED 1JWli OF MOO(.' AND WU. ALSO NCLUDE ALL AREAS WERE THE COTRACTCR AN0 /OR HI SS8CONWTACTOR•S STALE. STORE CR PARA E60PMENL WIERIALS. CMS MO WHOLES. ALL TREE 1RIMN0 MO ROOT PRUNNO DONE ASSOCIATE° NM 1150 PRO.ECT RLLL RE DONE SY OR UNDER THE ORECT SUPERNSO7 Cf AN NTERNATONAL 500ETY OF AROODCULTURE (6A) CERTIFIED M80R;5T. ROOT PRUNING THE CONTRACTOR WU. FLAG OR PANT ALL PROPOSED ROOT P65504 . PER THE MPROAD PLANS OR AS RECORD) BY THE CJTY OF CIEARAATEKS CODER °RONANC S MO SVARDAR° SPEOFIGTONS. THESE USES LR15T BE RSPECTED M0 APPROVED BY THE CITY NSPECTCR PROS TO THE COVVEOCEM3NT OF ANY ROOT PR05903. PROT 10 OSLO CHANCES TARING PUCE IT MALL BE THE CONTRACTORS RESPOSBARY TO REAR ME POTENTIAL LOAM TO COSM O TREES MT114 MS CRTRED ARBORST. AND NCEUDE ANY AND MI. RECOWDOEO TREE PROTECTOR MEASURES N NB PROPOSAL TO ROOM THE APPROVED OESGN. 1K PROJECT NANADR IRAT APPROVE ANY CHANGES TO THE APPROVED OESON PRIOR TO NPLEYOTATION Of SAO CHANCE. NOTE: THE AROSE IAFORMAT'AN IS LAMMED FOR USE OI PROJECTS SORE CONSTRUCTION BRACTS TO DOTING TREES ME LONELY OR EVEN MUNCOABIE *ME THIS NSORRA110N COVERS A VAPLETY Of SITUATIONS. R CANNOT ADDRESS EVERY ONE N THE (SENT THERE ARE OJESTONS OR CONCERNS REGARONO TREE PROTECTOR ON A PRO.ECT, PLEASE CONTACT THE °TYR PROACT PerECTOR. THEY ARE UNAVAILABLE PLEASE CONTACT TAI 00412. SENOR LANDSCAPE MCMTECT N THE PLAUC 008(5 AOWASTRATON AT 727 -562 -4737. DOLL PITS SNOW CONCEPTUALLY ONLY. CONTRACTOR SNAIL OE1ERMNE ERACT LOCATORS MO ODONSEPI0 OF TUTS HOST FUSERS FOR CONSTR10T01 OF GRLTS 25 20 15 10 pSFCMNAL D3LA. PITEASTNG/PROPOSED GRADE K 33 5' 0 LL MT DMA LL L4 AAA) PRDV,N)f MN S CORER 1-4 -CR001 1 CONSTRUCT MY CONSTRUCT 6'.354' DEEP ORT1 PROF. JN 3' COVER CONSTRUCT 6' RAN Pte+' RIA L CONSTRUCT 6" C 11.23' BEAD. RMJ 625 +00 626 +00 0001Illi% 62 �, LE/1473,7,,,---771+00 I$"'..•� GENS* •'�fO�,,r • • • Le HO.5g2 4 •; ejr • PA " • T • . r • R. — • RECORD DRAWINGS ARWAS9 It IIR.., RE WSW, as DA B: 90% DRAWNGS RUJ 8/31/12 A: 60% ORAW TUGS RI.N 5/8/12 REVISION r art CITY OF CLEARWATER. FLORIDA ENGINEERING DEPARTMENT 100 S. )(FrU• Ave. C46rnler, Fl 33558 629 +00 20 15 10 O 20' 40' SCALE: 1.20 HOW. O 5' 10' SCALE: 1' =5' VERT. REISS ENGINEERING, INC. PLAM.2O - MRON - CONSTR40101 Tell FP J WAS PT. 80'01 SPRM.6, Al 727:4 WATER TREATMENT PLANT NO. 2 — CONTRACT #3: RAW WATER TRANSMISSION MAIN EXPANSION PROJECT WELL #208 AND LAKEVIEW RD PLAN AND PROFILE (STA. 624 +40 TO STA. 629 +40) r9 A•.c C35 Can. 2012024 102006 TOD NP. CAT a.w 8/31/12 O(MNO ft Sox,. er SCA. .aT J1[A ot,. rT. G4U40 it 11* Hv YtSt q: , 039 OR (OWOR 110Kt M 88404 at 3 AM CAT 1 r 1 z ID 8 d 6 • APPROA LOCATION OF ` LOST R /IM 6' PVC RECTAVFD RATER CREEK-1 I NIEL� 81Th f2OB ) t 1 \ StA 634 -6. 2001 cam Ct TO 6' DP FROM 1206 i M/ 6',• TIED JOUR COOPL0:0 3 T' OPEN IJT" 1 (11 [: i51RK! 1 \` �. 133LFf TONAL 1. , 13. -1 \� l SW CROSSING 9 2 SSA'1t32+7000 1!''E 4E3952 X16 , GaSTRUCT 6'00'.5' MEP DELII Ri (MAINTAIN 2S' TROY CREEK) \� I 51A 63243526, 27001 \ CONSTRUCT 4, a GATE TAM �011.1 li,' 13 AY DENO Mk sTA +40317 25 L YETLAN + 4 g' Mi *Oi l i 6U FUSON %LMEO \\ /T EAST R/M 1 1 �A M STA 652006AA � — 1315138.20 J '� "• i _ 1 @ 41396665 • /� ��- - `EAST R/M I��'� T -- .j _ - CONSTRICT -d- RAFPVC „--- 1010 LF3 OUEOTIONAL DELL (108 (Ft PAS STEM STA 62905000. 1.57'11 51A 630..577_11, X11_999 f' 6' w ADAM.* PUTT SN OP/ 1IELDED CONSTRUCT 6•.25•.5' DEEP DULL PIT (MANIAN 25' FROM GREER) ST SK „• DUST 11/6 RETECTTE AND REPLACE 90E6ALX _1 - STA 630 +4607, CONSTRUCT - 6'045' RENO. RIO 656' a REDUCER RMJ T, a. SG- 6S00.31A C `,E_ - I5' 13651.38 }G ,ln IS 34 Cl 413651.38 '11 '* \ • 4 s � I i EXIST R/M FsST R/e 9 GRAPHIC SCALE 10 20 40 (N FEET) 1VW - 201L 040 TREE PROTECTION 1110 CONTRACTOR SRAM BE RESPONABIE root AOXEIS TO All 111E PROTEC1GN INA3NES REWNO BY THE O111 Or CLEARRATEKS • 6MGW*CES ANO STAMINA SPEOTIEATONt TINS ALL MALLOE ALL TAX BARRICADES ROOT moo NI FREE MO M& II REOUR/uMTS ARE REDLINED ANN TIE SWAM "LAMS OF MK' AND VAL ALSO 9103 0E ALL AREAS NOM 161 CONTRACTOR AND/OR HIS 0. AND � STARR. STORE OR PARK (0U/1ENr. MAIICNA ALL 1REE TRRRANO MO ROOT PRUNING DOHA ASSOOALED WTI 1193 P1010T TAI DE DONE BY M UNDER TN 00001 SUNMAN OF AI INTERNATIONAL SOCIETY OF ARD1 CIALTUK (NSA) carnal ARBGIOST. ROOT PRUNINQ 16E CONTRACTOR U.S. TUG OR PAM ALL PROPOSED ROOT PRAM PER THE APPROAD RIM OR AS 0E0Ut4D Of 1M CRY OF CAINNuIEIES [001$ ORCNANCE6 AND SMNMRO SPEC4YATIRA 1615E LINES SAT GE PISPEC100 AND APPROVED RY THE COY INSPECTOR PRIOR TO 1110 MWENCEJDNT OF ANY ROOT PRVPMR PEEN 10 FIEND (1NN003 TAKAO PLACE. R NUN. BE THE CONTRACTORS RESPOEERR7 TO REVE6 THE P0ID16L MPAOTS TO 10 10*0 1REES TA1H AS (1014 ED A0BOR61. AND NEL= ANY AND ALL BECOIBHEIBED 143E PROTECTION MEASURES N NS PANTOSAL TO MORAY 111 APPROVED DESIGN. TIE PROJECT RAWER WET APPROVE ANY OM= TOTE APPROVED DESIGN PRONE 70 WPLE DITATON OF ENO CIMAIGE. NOTE: THE ABOVE INFORMATION IS NIHAED FOR USE ON PROECTS NEAE CONSIRLICIEN MOUE DOS 0S0ORYADON 1TA0AS LIMY V SMARM R CANNOT ADORES0 EVERY ONE 04 11E EVENT ACRE ARE O)ES71ONS OR CONCERNS REOARCOS WEE PUO1EC1ION ON A SRI • IMAWJI PLEASE CONTACT TA/ KILN i 50e0R UW90000 ARCMIECT N IRE PUBLIC TRIMS A011Y5WA1104 AT 727 - 362 -4733. p ILL PITS STOW CONCEPTUALLY CARY CONDACTOR SHALL 001086€ ENACT LOCATIONS NI OAENSONS Of NS M MOST OSA U FEN COVSIRUCTON OF ti lr 8 3 "J m O N • RECORD DRAWINGS 25 15 10 ORE?N Cut EA 1MG/PROPOSED MADE r(05CR CL OF PRE) _..._ A... P00060 00 MN Y (05411 l 0105181 CT 6'.35'.5' DEEP O'il PIT C COSTRUCT 10.20'4' DEEP OQiLL AT CONSTRUCT 6' RAVE -PVC. RMJ 6F 6' D 45' BDI, 1N1 C5STRUCT 6' -M3 AOAPIER DUO 290043 NEUTER PROVIDE MN 12' VERTICAL SEPARATION I GOHSTRVCT 6' RAN-MOPE, OTII, R17.1 gSIISRIJCT 8'.6 d CER. RY1 !' Y! ADAPTER WIT 439• DEEDED NH■ ■ COKIIAI•T �®® 8' RAM -MOPE, OW F CM CONSTRUCT G. a 05. B1:o1- HIP! TO AT TAP 'PM All p10R M/ 6' RESRA:AM ANT CONNING CATE VALK. FM! 636x00``,`+\0. 11111 i 1.111 4+4.. 0 �e AL 666•�11 •••GENS,•• • No. 59244 * 0:405 DRAWINGS A: 60% DRAWINGS 8/11/12 5/8/12 NC CRY or CLEARWATFR FLORIDA ENGINEERING DEPARTMENT 100 S. Myrtle Are. CIellrwater. FI 33768 • • 454 Re. • 631 +00 632 +00 WATER TREATMENT PLANT NO. 2 — CONTRACT #3: RAW WATER TRANSMISSION MAIN EXPANSION PROJECT WELL #20B AND LAKEVIEW RD PLAN AND PROFILE (STA. 629 +40 TO STA. 832 +00) 25 20 15 10 20' 40' SCALE 1' =20' HOUR. 0 5' 10' SCALE: 1' =5' VERT. REISS ENGINEERING, INC. PLNe4110 - Dow - OOMSTBJC11w 19:6 9074 0!400 PL . 'R 503*1. R 32706 SIS 9TAKt Kt: 2012024 m,N 001 Dit RI VI 100am MILL Pt A .721 C45 1 6 Li Oi -a ‘.0 0 0 a 0 stE 1 ) 0 St DE ms F 0S IA 6,„. _ 104,00 ' SW CROSSING #5 - r' ' ''''''''-' -"--- --- ,1,..4 _ . ■-.."-- - I ' ........„ , , ,.....„,.... ..............,.. ...,-, I I i fint% , I s...."---.- ar------. rcii-f------------14,-- --...... 4.4.41.w \ --•erogy..............<._ •st wwearnee.__ ), • / 3 1 Ain' , 1. 50 4. 16 5. 0,. TOO' n v,,,. lit 1; SE DRAWING C34 FOR DESIGN OF 6' RAW PINELLAS MAT', HAV CCASTROCTION NOTES I) Sidewalk curb ramps cbstiebed by thin consbyterioe 5N111 1.0 I 'n or pri Fell Inflow #304 2 AN proposed cot must comp• eel. the FDOT 'Roadway Nam t'reparolior iin, AI Ii . PPM) i 3 Al light -Of -east InsiMillifiriOn Mil be in, ilc.C•1•01,43 eel" practices referem-od • 160 51660 .1. Fonda UMW., 6,.,....00...,0•6,0n0 Clam, ii 4 MI desIgn and conentiotion rent cordon" to the minimur etarahvis met ce•ixe In Pinellas County Lied Omelopmert. Zoning ardi-4 related Ordemnces, and Minimum Testing Frequency requitemente 5) Sign and BM FICONIOri $1,1111 be in accordance with tin IC' Derartmert mr Intnsportation'e 'Moeda' of Uniform Traffic Control r.maces'' and the Florida Departhertnt of Trarspoitation's 'Roadway and Ti 'In D05131, 'ti. derds' triremes 500 through an; (latest minions) 6) Safe pedal:arkiti traffic is to be maintained at all Ornel 7) Ar• sklowalt which becomes undermined mist be removed .1 renewed Silowilks a/ e to be feconatracted rattan thee (31 dive extra temo.ol When exisiing sidewalk Is removed It It to be rem m • d •o tee reams/ joint LEG= CONTRACIOR 10 f394K IFIAZIANAlyfseg I I 33 39 23Werlik.TrAltrODITETAla lq"Mh - - - TREE ROOT netlinin0 105 14-1* A- •." o s RcuLE-5 1‘\1 41 • • *• • - * • e • 7 ,. • IN " 0.••••""" • tor.„,„,..000". ter Re* Or STA 106404) 43 6' IN 16,6" TEE 017%641 6' GATE VALVE SEE DRAWING C37 FOR DESIGN OF 43' R4* 'Z'fi.04-10,;.?„; ¶1)41 i0742b, 32.6 61 6' 45' 00140 Ill/lOu SW COOSSate I • SEE 1010O% C96 FIR OEN& RONNE • REPLACE EAST COW SLAB • -L" TT COM11.14,10.1 on, 06100 16' RA* 01 /Ng (1, tiLl ;t7 Drat 16' 90 tamo IN' 90 KW INMAN 16' sa 80011 01/FL te.' 90 DEW 01/6101 IS) Compaction for pipe back,* shall namely •er 41151410 T-90 (NV%) 9) (Cisturberl 51.3 within the right-of-way oil be compacted to IGO% of removl, density and sodded 0) the Permitfeee aftentior is *meted to 100 prowSiC0.6 of 111.1 Trench Safety Act (Florida Stands, Section 05300 it Soo ) And the 0<cilt•IlOilili Safety and Health klrianoriotion El -a.3.10/, Safety Standords (20 CFR Serif. '926 050. Subpart 6) ^N,-?' shall apply to construction, operation and trodeternme i110.1•10 la petrol, 11) Do 1,1 death °slating tindemk•n el storm systems If %Malkin bed is destorbed coolant tho mea rospeetor enh the reviles tOourtv Highway Department at 464-8geol for newt..., 12) Rosh:dation of cab, street. anmetha and placement at sod the" be completed prior to ext,6111011 00111116 in another into by same contractor 13) Type of sod used to fa vlbir 0..6/ 4,1 In tight-of-way shall be coordinated intl. owner. le) No stockpiling of material In roadway or an sidewalk. all dint and debris Mil be removed from ;oh site doily Roods and sidewalk to be STA 106010. 200" OP (2) 16' VT MOE tx/fau 41kb2-44- tOn .100 ge* *16, Me I r-s2) 16' RAW MOPE LEES COURT SlA 1011+46) %.6 IT i6" tos' KW DOR. seopt doily as rot of daily okon-up. 15) 00 street shall he rimed without the widen pommelnr ot the Pinellas Incas 'beetle %Astor Al least OR fax advance cocediention required. le) Any porrier o" the roadway •Abi0106 Ciceosive ronerructkon related damage) or the item. •Inellos (aunt, ibalteov teportment. shell he repaired at Yontractor evens° In a warner specified by Pinellas Codnty Highway Depoltreent I RA) Wier testagations nab have pit excavolioes that rot DC:. eel. 5 fop! of the edge of pavement Wong -my PRA,* Com-, r^airtar.ti modem' 35 30 25 20 15 10 0.1 MOM( WORM 36' OF C0101 L • le' HOPE Lear .xt DISTRIO (UWE (OWN. CL OF PIPE) HeLT - - - t■enleine PfteNCIE YIN 3" COVER ;6" 90 00010 Wee • ' • DRILL IN' RAW El 16'16" TEE 01/Rild .6' DATE Year SEE CRANING C37 11311 DESIGN OF 6' MW 16' 46 111310 01/Re1 104+00 105+00 106+00 REFPROJECRON ROTES 1. The Contractor will be r“ponsiLle for adhering to all rile protection re.oureo regain:a by the taty learwater s codes. ordinances aid mardard speotteatiers this will include IN tree bartieodeo . root pr••.• and inn° ••,••,/;/p)o•ing aeticillo, tent, xiiei, the ‘reoried To a! oak' Arl nil 011■1 17.0 46661,61. Ii Ill flt,11 01•41, the contractor rod/or Ns iiitcorliii.7t51, Stage . store or peek Yelmei ee. expipment, materiels and debris. 2. AN tree pruning Indict root proring or: existing tree). co be preset.ed bull only Fr pertotetx/ by or under the direct sdpervisior .7" n hoetroteteal "ooriety Aeborieutture (ISA) emlbed arhorist Futthmenere. bee eole hap ocefOret to the bromic. `Iniibbill itanlordo tAgSlt 2501. Americae National Staedard •ot ttee core operations -Tees Stir* and otter Woody Plant +Jointer-loos - Standard ptactices ANSI A-300 ....Where called for on the •itinS, instal tree ballIC0.1,1. ironic,, .:10rol/56 tem..01.9 •0 glom delt,,ed proteotim herniae around ii tree, lb be reeetved. 01 ''.11f 31316016 detail Where applicable. 61.110■0iro barriers be placed in toot wane trenches. 90% DRAWINGS r1i0 Iry I AA. Mr •Ditilto V Cr II 90% ORAYI07xt, .117"; 0/31/I/ A,14.10 be A 00% DRAYils0) .605 2/0/42 REVISION 'AK 16' RA* 1.11-/ 16. 00 BEND 01/RIO 70) )).• • UAW SUN 910 (IDA /40 oc••••104 ANL WRNS 16' NO RENO 131/R- t' )114P.LPA FEtnE 16'• 55 3 25 90 6000 siiitiu 2276 61010 TI/RIO ) NI 10 1 \Milli/ 5 \\It\ OLN DJ/41/i ..... s ...... 4,- • . .... ..... ft. . ■•... X ; ...t. •,.. 107+00 108+00 ...., .... :*".• SA'', 4t7 f) of, * 4. 0 (NV"' • &hoot tc any bald changes taking place. it will he the Contractors respotralbettz to rev*o the potential impacts to E0611(61 trees mith bin certItied arbonst. and include any and :AI rniptrande.d ol• f ‘,..,,,.. , , V..C.,.. c.--;as Hnraz ProtOtreat in osilliis If 116 proposal to 6,16y 100 approved design The City-, ehg•oetthg tepreserkttke 1,191 aflame. in writing. at). changes to the approved de11611 pool to mutlerneritation dr,01, c s'N S. . O. The Lontruct r sti ovoid any open excayotions, SR or atim c•,/taciiori acavities whenevet possible withri the 'CritivA %cot loom' of any existir• tree (ae , undo the dnpline/caropy) 6 gloto "mei, yotioe octisdies are anticipated to last ter . worded weld at 11•^4 neat emoting bass. the rairta octet thttil rest-all and re ainto ir City approted It bat made, as short. ir the a:redeye/eta wd apporred by the City's engineetirrg representahve ifi °FESS‘° \\ I ‘‘ `xCALE I '..5. VERT *cadait,.. .,..,10, or another C166606.• surface material opproreil i3,. the City's engraining tepresenaltive shall be placed tc a tee%roart depth of MX toter areas *here rows are present cad ,onotrolyit . ) a. All tem pat clan Mernmee shall remain in place 41 HI times during construction anti the City's erikeetinq represertathe nothoures removal 'J. The Ceetraetor er24 coordinate with the Citys engineering reptesentative, Ten Kurtz 0 (72/) 562-4731. to obtain opesoval et adronee of any and all work eillar :be critical loot zone or any emery) flee 04? FOR PERMITTING PURPOSES ONLY CITY OF CURAIDFATER FDDRIDA NGINIKKNING DEPARtMEN r 000 S Myrtle Ave CI...miter, 11 32766 "SARVit, NM. 4,)r• WATER TREATMENT PLANT NO - CONTRACT #3. RAW WATER TRANSMISSION MAIN EXPANSION PROJECT S. HERCULES AVENUE PLAN AND PROFILE (STA. 103+40 TO STA. 109+40) C3B 1/111111116 MIA. fill. 131, ... Ness. kee-trit f t eltler-Otot TA.P.Ert., Iry ‘1016 •ah 4:1,211",;;,n',1,013,>"' ntla Dow WOW.. Na 2012024 102000 11/1. (goon 8/31/12 terisn 3010 761:610 man 1111. /01 042 10.1.0.• dl, twat. wawa. a. °AILS)/ it • mry -Pitt I (F ni tLt +iD�Se Er sv `a—c- - - - 1REE ROOT nature 120 /21 400 Lf OP r6- HOPE DIRECTIONAL DRILL r6" HOW HOPE - PAW RAW W J 2 w a w STA 196+0). 39.6' RT COT -1N I6•.6. 1¢ 01 /RKr (2) I6. 11/11411 ADAPTERS 8' 51EEK V alt 041.'0 SEE OOA9RC Co FOR , DE5101 OF a- RAW RA /! 16• RAW HOPE RAw RAW uW�� pA�r RAw 1-1 SUNNY GROVE, PARK STA 107 +91, 37.3' RT 19. 22)1' ONO 01/RAN w.w DRUID ROAD 195 +1:0 1964:)0 -- I 197400 04AWIND COW FOR DESIDN OF 9• RAW FR$L(A.S 0011011 R/'W CONSITO)CIICS NOTES - 1) Sklrwnik ork ramps cfltubod by thin renstice r shall be tepllaced Jeer SCOT boles J3nu. 2' AN proposed eon Mitt comp. will- the FOOT "Roadway Plans reparator Monad- (re. PFU) 3) AN right-of-Arty nstdlatar.e eel he jr accordance odh practices r •ererced in the State n' Fiends nisi-ales Accommodations Slanuo 4, AN design and c notnxtron must cenfor to the mink -urn standards eye doer in 1'nellaa County land Orvolopmont Zoning art /or related Ordnnncee. and I/ekmum Testing Frecplorcy requirements. 5) Sign and Darricodes shall be in accordance nob the U.S. Deportment of Tranopctallor" •Iternial rd coder, Traffic Contral Devices" and Da Florida Department of Transportations "Readeny and Trofr DeRrai Standards" Indover 600 through 670 (WNW (Orlon) 6) Sete pedestrian twaffn is to be rnartdnod at or Orel T) Any sidewalk which becomes undermined must be removed and ropiewed `udawo9s we Or be tecrnctr eicd swam three (3) days atter removal When tatting sidewalk Is annoyed. It is to be removed fit the nearest joust • SEE DRAWING C59 FOR DESIGN OF b' RAW R)) Compactor( for pipe backti shall cmrpty e6h AASHIO 7-00 I I00 %) 9) Disturbed area within the right -of -way w9 be compacted to ' CCO% of maWnarn density and gadded MT The Prrrnrftee', attention is directed to the provNSore of the Trench St/0y Act (Florida Statutes, Section 553.60 re. Seq I And the Occupational Safety' will Health Adrrondstratlon Eaca.atrr Safety Stow-fordo (79 CFR Section 1926 650, Subpart D) which shall apply Ill cenntructton, operation or+d maintenance pursuant to ttr porn -0 I I) Do no caslwb nyhtng ar'drrdrain or storm systems. H 'twice bed in coo +..Abed, contend the area inspector *013 the Pinellas )(curly Highway Department at 464 -8902 Per aseilran -:a. 12) Restoration of curb, street, drivaeays and placement *or he completed poor to escavatian starting in another area ha sumo contractor 151 Type of sod used to ranee( o (nee -m alnranod are, le oght -M -eay shuN be coordinated with own., IA; Id, stockpirq of maternal in roadway or on rlM.o9, all Art cord debris all he removed from lob site dmty Roads aril srdowdk to be 198 ICU DRUID ROAD STA 190+40, 70.5 RT 16. 225 REND OVRRl 199400 1n- RAW DI RA RAW l SUNNY GROVE PARK tul eoapt daily as part of daily clean -up 15)No street shell be closed without the written permission of the Pinellas County Troth: Cuvrsror. At Icon, cR ton adcnce coo. Ocatlon It required I6) Any portion or the r ad *ay that ',Mains esreesiye construction rolled damage. In the option of elra Cram:, Higheoy Deportment, shah be repaired at catroctor nacnso at a manner specified by Pinellas County Highway Depwaren. I6A) 01105k nstoNnilono net bore pt emanations shall not occur *Rhin 5 Pont ..f the Adgo ca pavement ;ding any Pinellas County maintained readeuy. vi 60 EXSTNIG GRACE (MEW Cl. cF PIPE) COOBRAWN AN VALVE 60 55 50 45 T SR0.100 INN 3' COVER I Ill• RA11 NOPC PROVIDE 14Rd141N.t_ 36. Of COVER CU -IN t91a' TEE Dl M. (2) t9• d /IaaS !DAMPS TV SOME B• GALL *OE SEE DRAWNeo OS9 FOR OES0N Cr r RAW re" 225 ONO DI/Rw MODE OMAN r VERTICAL TOP t5 2211' RENO 111/044 194 +00 195 +00 196 +00 TREE 110.I7ECTION NOTES The Contractor wig be reaps Idle for adhering m ae tics pn 0011450. c ) -d by thy- dhlosoter s code; Of dinonceo and standard specifications. This *Al include at tree bin codes mat purnq and tee trimming/pruning action Th.,. r gcnern t .ill nppt, •nhir the ipocisicd hot- wart art ail also to apptcoblo in all areas where the contractor and /or his eat- cortra tots stage, atnrc rai. vehicles nit riaripm.ns mmneal. •mi /nee tree prowlq ma /en root planing on eating noes tc I preser.ed .re only L =, performed b ado- 't Ares supervision of on International Society/ or Aeborruaure 11:A■ °traded albast. n,'he eccee .W tree •ark rh.w -.`Onto •^ th. Am.rir w • '10, 0.4 Star ial> least eat, ,I /till . , (r en on 1.atia -al Standard for tree core operdons -Tree, Chit and ader Woody Punt floater once - Standerd pocdces (pruning) ANSI A -30D '.Where caked tot on to plans, aster tree t r.ade., ar rr, ..r r I /sef nerve(. r .eh;r sppr 1 pi .r1, -.tic bin user, wound oe trees to be preserved, per City standard detail Where - sppkrable protective barriers e0 be placed Ac loot prune trenches. 197 +00 198 +00 1 •Ee bay e, / -r • • •, /�. • A .yam 7� 4D' i i-_ 4.pner to my field changes tatting place, it YON be the Wntractais ampmsbe6y ro * the potential Impacts to ranting vacs wnh Ms centred arbmlt, and include coy and o1 �� m4 O �\ �+� 1 " =20* HOR12 protection m asme_n Ii.. his proposal to madly the approved design. the Cir /s ergineenrg( representative rust Opprpve. in *alit. cry eha+gee rc to Frayed design print to implonentd'ion W 'N- FES�` \` oris! t Ere can ]� \ pp � nhuctaa * d Scat Zone' on hew apt tarn he / opt). '/ S. Oh...o i ovoid any open escato4 to vin to eater construction i-al cI Ores oh lSc Ic within the trod Y rg (e. hoer r The sic/edit/ /� a \ 6 'Where rce:Z.ttror, octh.R)a are anticipated to Irnt for an °branded p.ind a' tie, nee exMna irons, Ito Convacta Shall Irsta9 ova mars ar -_Nip approed tme bOrtK04es ins s ard app,,,* 1st of days engneadn- reprrsereaklac I Woodclpe. rf *1. of orvAher cwtdcnrg ,,(fare material oppenoed by the Ci` /s overeater ropresenralive shot h° placed to a rnl.uen depth al 10' ecer moos ohws tools are pres:nt and ,..ratra.lon 25 FOR PERMITTING PURPOSES ONLY teethe .e0a( AN trio protection measures shall remain in place at oN tines fining construction AAA d+a CN 's engineering representative outhontes remo.nl 9.The Contract r eel coordinate olth the Ceys engineering representative, Ten Kite, O (121) 002-4171, to ebton approval n odvanee cf ony and all work edrun 114 critical root rare at any easbnq men. 90X DRAWINGS LIt ed be I o0e o A. K.9 no eY moan, these MR ., 3 CNAWPi< Arneyb nr: elf SLAW WC. 0 . Owen rte A riM A 562 LIRA'AlcOd IRS JRTY 0/31/12 5/6/12 REVISION CITY OF CI3IARWATER. FUMED* ENGINEERING DEPARTMENT 100 B ldyrtke Asw. Clearwater, e1 137116 WATER TREATMENT PLANT NO. 2 - CONTRACT #3: RAW WATER TRANSMISSION MAIN EXPANSION PROJECT DRUID ROAD PLAN AND PROFILE (STA. 193 +00 TO STA. 199 +130) C52 1E0 Ayr row e.st aw'A.r :«,wow Canons, estawe Pith es& ace tarpp., 2 shot eh TOIR e4_r11r fen :am 7O -65er aunts". VALE 2012024 °^‘ 1731/12 102000 Crane. eY 13511 ae•.n n 1[LS CRa4W 7NA Sant awn so 02,6 Oda. Far no ere Aar bR Oi 0 u W 2 In 664.00 li;'1 I _',' i —t ice_ ` 199 VE lice BARRCADE COST EOP ----- 99 Vs TREE ROOT P461A7/0 083+00 , .3. RAWTRAN _. • r -; `. \. COA'STRUC,T .- ✓L43.5.S ?DEEr TALI PIT -._y. . ` 3TA'665 3256. 10190 3E CONSTRUCT ',Y -- 6' O -. ,_K. 114 ",i • EAST LA71T POE I• CONSTRUCT 6- RAT-PVC. RUJI-- en L5* cmccropCDR L (236 LP6 was O1E T) j.� STA 08344993, .0000 EAST Pt EAST 4' CONTRACTOR TO PROTECT EJ05TN0 TREES STA 66543356. 10191 STRUCT 6' 4S BUD. RUJ STA 663 }59.10. 1172'0 ORSTRlCT Pt STA 6654115.59 6' 45' BEND. 39J —0 131690E66 C. 41/27326 COSTRUCT rY -TI 6'F35'.7' DEEP MIL RT 1 CONTRACTOR TOT- ~ PROTECT EASING CATE "\ SW CROSSING 2 CH, ,� OiT 01ST LOP CONSTRUCT 6' RAW-PVC, riT (0•B Art ORECTOT) ORLI (61 Vt IRS SHUT) IRCIN Ra0o N:, 30 6RAP 751 T 41630721 . y21, .TC y l A \ ?. ` \ MATCH -NE STA. 666+80 — SEE DRAiNNG C58 S u GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 MLn . 20 it TREE PROTECTION 061 THE CONTRACTOR SHALL BE RESPONSBIE FOR /OHMIC TO ALL TREE PROTECT. 14AARLS REOIAR0D BY TIE or( OF °FARWATER'S CODES. ORDINANCES ANO 5TA4DMt0 SPEORCATIO4E THIS WEL INCLUDE All TREE B 60060(5. ROOT PRO1ri40 APO TREE 1R91Y010. TORSO R(064001ENT5 ARE REOURED *MIN THE SPEWED *UuiTS OF BORE- me W1LL ALSO N0.UDE ALL Mtn WERE TOE CONTRACTOR AND/OR IRS SLRCONTRACTOFS STAG0. STORE at PARR EOWLIENT, YAIERTAL5. OEMS MO vWC1E5. ALL TREE 131em* APO ROOT PRW010 DONE ASSOGAIE0 MM 1H4 PROJECT MU. BE 001.E BY OR UNDER THE DUCT SUPERNS01 Cr 04 PITCINATMAL SOCETY OF ARBOROILTIJRE (RSA) CERTIFIED ARBORIST. ROOT PRUNING TIE CONTRACTOR WU. RAT OR PANT AL PROPOSED ROOT 03600040. PER THE 40000 ED PLANS OR AS REQUIRED BF THE CITY OF CLFIR*ATERS CODES, ORDINANCES AND STANDARD SPE0FICATp10 1)ESE USES NU5T eE 9SPECTED Atq APPROVED BY THE COY INSPECTOR PRIOR TO THE COwENCEHOR OF ANY ROOT PRUNING. P30R TO FIELD 001515 10gNC PLACE. O TALL BE THE CONTPMTOR'S 100001 SBIJTY TO REVER THE Po1DRMV. *PACTS TO MIND TREES NM 14S COMET T MBORST. ANA INCLUDE IVY AND ALL 0(0010 DOER TREE PROTECTOR 1400130 S N HE PROPOSAL TO 0001'* THE APPROWO OESYN. 1IE PROJECT 11AK*DER MUST APPRO% ANY CR1ICES To THE APPROVED OFTEN PRCR TO NPLELINTAMN OF 540 C/NNOE NOTE THE 030W 0f0RUAC09 1$ INTENDED FOR USE CN PRO.EC15 MERE CONSTRICTION *PACTS TO EASING TREES ARE LATELY OR EVEN LNA40DANE SINE TINS INFOl0A1164 COWRS A vA*Ert CF BTUA110N^ IF CMLOT ADDRESS EVERY ONE. IN THE EWIT HERE ARE OIESTONS OR COSCOMS REOAR0040 TEE PROTECTION ON A PROJECT. PLEASE CONTACT WE COTS PROJECT INSPECTOR f THEY ARE INAVAILABIE. PEASE CONTACT TM NURTZ. SENOR LANDSCAPE AROlTECT IN RE PUSUC KARS AWNS-RATON AT 721 -582 -1737. DOLL PITS 5103k L CIN CONTRACTOR SHALL OE 0 EXACT COOK 274 IS O YOST 0 G99LE FOR CONSTRUCTOR OF OWLS. RECORD DRAWINGS 45 RECnctM. OWL,. PRONOE IN 3` COVER 35_I - .30 4' w L_ FRONDE WIT 12' - VERTICAL SEPARATE$ -- DRLC TRU 9211019 3.. FAULT 00011 at On 04202110'!4 6 0.4. .1. FL F 21721 FR B. 805 DRAWINGS A: 605 DRAWINGS RW 6/31/12 RUA 5/6/12 REVISION Of OIW 664 +00 CITY OF CLEARWATER FLORIDA ENGINEERING DEPARTMENT 100 8. myrtle Ave. Cleennler. Fl 33766 011111 1 7,..111. : t No. 68244 +.. * • * ^ w • •I • Iliit• • 1 665 +00 45 40 35 20' 40' SCALE 1'.20' HOR2. 0 5' 10' SCALE: 1' =5' VERT. (Q E.) RE SS ENGINEERING, INC. 7LAV,'01 - 00904 - E'OQTWCr00 1011 um* I'UA3 FT. ..col SMOGS. R 3123 OD WATER TREATMENT PLANT NO. 2 — CONTRACT #3: RAW WATER TRANSMISSION MAIN EXPANSION PROJECT WELL #83 PLAN AND PROFILE (STA. 663 +20 TO STA. 666 +80) 200 CST Intl h 110 wn TACT l9 2012024 A..� 102006 6/31/12 2600 R. JMA OWN RU( 61(0001 Ir ALA .p1L *Ott 1a: Ohl 6.00 017 02001 u046 a 0,02 00 F 3,1011 Parent Shoot Sot 1 FOR CONTINUATION - SEE DRAWING C69 S I ttr 01 I '� 01051 • R/« br NON R00 AND CAP l8 26I0' •1321774.00 @424600.39., .. s STA 820+00.00 N: 1321885.6 E: 424619.45 CONTRACTOR TO PROTECT CUSIWO PENCE CONTRACTOR ID FAD 14 ON OP CONSTRUCT YP70'a3' VOW ow. PITS. SAW CUT MD ROAM PAWNOR REPLACE PAWIDIT: MARINAS. PI STA 820+4162 DREW ST STA 728+ N: 13217216 E: 42419. wmuko CROSSPIG 1 COST PL CCNSIAICT lY RAM -Ol 9UJ 315 U! 0WE1/IONAL DAIL / 623 + - AIL CORSIRUCT — 31 -- - i i - 822 +00.32 ,��RA «- g,Bt ��+.lau�..j< IW1 ‘I DAL cur wAES z . �"�� . o usI34-5 823 +00' i. o G1Z • COP6T IF- ' , 111) LRAFt T10NK tt E»SP NDXts _� ! 1 (112 F2 DET) -1 t 11105E R. \l �_ f�; r 1�. --+„..7-- .. 384 +W 4 r Ms3B'.3' tap A ' 1 RIDES '--Fy_ ' i /_.'. .�- .an • FN PROM UFT PROUOE A R0010MIAL� KR /TKO SEPERAR9N AT ALL DALE EOP� f / 4' FOR CONTINUATION - SEE DRAWING C69 'v 8 I a GRAPHIC SCALE 10 20 40 (N FEET) 140+ . 20 It TREE PROTECTION THE CONTRACTOR 9TKL BE RESPONSBLE FOR 0061100 TO ALL TREE PROTECTION MEASURES ROOMED BY 17K OTT OF CQEARMATER'S RRONANCLS ANO STANAR) SPECRICAIONS. SOS MIL 6101100 N.L. SEE RAR1CAOES, ROOT PR IAM APO TREE memo. 1100E REORNt 11MTS ARE REWIRED ARAN DE snore, 'ITS OF MOO,' APO SALE ALSO INCLUDE ALL AREAS OM 171E CONTRACTOR APO/OR IRS SUBCONTRACTOR'S STAGE now OR PARK EOIAPIERT, 60106/4. DEWS AND 11116017. AU. TREE 7106210 NO ROOT P111 1O 001E AS00011E0 ROTH TINS PROJECT WLL K 001E 6T OR UNDO THE MOT SUPERVIS0N OF NI N10NA110NAL SOCETY K AASORK 11116$ (ISA) memo MACROS ROOT PRUNING THE CONTRACTOR DAL FAO OA PANT ALL PROPOSED ROOT PRIJm10, PER THE APPROVED PLANS OR AS REQUIRED BY THE DIY OF 0EARJAIDRY 00004, DRD0UU10E4 ANO SWORD SPEOFI ATXR6. THESE LINES WET BE P6PECIID APO APP1701E0 BY THE DIY 109011OR POOR TO THE COWDR04HE OF ANY ROOT PRIMA PRIOR 10 PIRG OWENS WOW PUKE IT 113.0. BE THE C#11101212 RESP0NABUFT TO MIDI T!E POTEMML WPACTS TO COSTING 1REES MITH 118 COMM AR60165i, AND INCLUDE ANN NO ALL RECO1u1OEO TREE PROTECTION MEASURES N NO PROPOSAL TO WORM THE APPROVED OE2DN. M PROJECT MANAGER MIST IPPRO/E ANY CHANCES 10 101 APPROVED DE31O1 PRIOR TO 6WIp1DOATO I OF WO CHANCE DOTED THE ABOVE IKORMATION IS DODDER FOR USE CN PROJECTS WERE COVSMYCDON IMPACTS TO CODING T8E0s ARE TJmY OR EVEN OuH00ABIE. W0I.5 1015 INFORMATION COVERS A VARIETY OF 81UA0°NS R CANOE AOORE5S EVERY ONE. N THE EVENT DEAF ARE OUES11010 OR COTLYRNS REGARDS° TREE PROTECTOR 01 A PROJECT, PLEASE CONTACT THE 011'5 PROJECT INSPECTOR A 11EY ARE INA3AIASLE. PLEASE CONTACT 150 ETATS. SDEOR LANDSCAPE ARCHITECT N THE PUSUC 606)15 ADIQISTRATION AT 727 -362 -4737. RIMEL 21.L PITS SNORT CONCEPTUALLY 06.Y. CONTRACTOR DOLL WIDOW EXACT =ARM ARO ORENSONS CF PAR POST FEA99LE FOR CONSTRUCTION OF DRUB 35 DREW 51100E R/W._ 30 — 25 20 ID EssT 6• so PryR31 TJ CONSTRUCT Wan! LA.Y ORAL PIT ORECICNAL CELL i w T L_�— MFnANn MST 16'01 FAST IS- SD NV.70300 \ \I 1 C0ITRACT01 TO PAID VER13 COST BT LOST A' RCO c3nmwcr B'.36'.• DEEP CONSTRUCT C4STNORROPOSEO GRADE IOU, RT ARV (OVER Ct C£ PPE) -� — - —PRO .CE UN 3' COVER 0000E VN'WU 18' L-SEPARAION CONSTRUCT __.. 12* RAW-DI, Vol 6zo +00 821 +00 RECORD DRAWINGS Iwa n ALERT nam 6.905 DRAWINGS RLN 8/31/12 OT, [V3.rO1 raTB'. a PAtLP. Pt 1 31:1 c• A: 60X DRAWINGS RLA 5/8/12 REVISION Es • CITY OF CIEARWATER. FLORIDA • ENGINEERING DEPARTMENT RF 100 9. M7ri16 Asa S Cls.rra(sr, Fl 33756 82Z0/ '14:0 leo : 1� i ti : r I so. 5920 i • * = = mg * . 823 +00 824 +00 40 35 30 25 20 15 WATER TREATMENT PLANT NO. 2 - CONTRACT #3: RAW WATER TRANSMISSION MAIN EXPANSION PROJECT WELL #82 PLAN AND PROFILE (STA.820 +00 TO STA. 824 +40) • C84 •• RATE U4_ 2012024 102006 Stag ra o zo' 40' SCALE: 1"=20' HORIZ. O 5' 10' SCALE 1.5' VERT. LId E) REISS ENGINEERING, INC. PLAMINO - 00,21 - C061110101 ,11. STUN. sa1AI PC PPM. 10001 1t /OW mu, mat 0000 n. 311A s,I.t.11 QUM.t 11.11 warn lot AuA Sta. YOU ,[MA "UT 10: 088 0w44 a 0.01 10 1 31171 Gag I CONSTRUCT I (1 lSI mares oEVV.1 IJ ! 1`76 Ilk TREE ROd1 PRLNQ" 76 LE* TREE 11 TREES • \ \\ ( I MATCPLINE STA. 833 +40 - SEE DRAWING C86 WETLAND 3 ,Pt 534+16350 _ '' - 1% it i543039.01-1--_,• :, 1 - t E. 4.24898. " — 1 / - `- .1"'- ' CONSTRUCT / tf 6.6w-HOPE, RUJ l 1e7 lfR IDtaNAL ORAL ■ / j V_ . 1 1 l 865+ LOG1T0N S6' Ott RAF ST PETERSBURG WATER ZAral j a i EP.; 635+07.75 13,2309936 E 42ft51.15 -es6+4a42. "n.2+8 CONSTRUCT I2 O 1E4 RMJ I' co SATE VALVE. Ms 12. O TLW BONA RNA 12•.8 O REDUCR. RYJ 6. 01 RATE VALVE. 861 • 14 o12. O 180/CE8. INJ • 14• MS ADAPTER STITT MAW IELOO CONSTRUCT AW PVC, 01101 WETLAND 3 CONS1A11CT r.35.Y DEEP DELL PIT EW63S14Fl A39. IYR ECT TO 1 RAW-O Vy� MOLL� �0,.2 W/ I 6• T "^""6" 1910;OW1140 8 WwA W 1 COST EDP 0.SEUID Y tI:1721i//474 E42467,4.12 1 mot To ■ WELL SITE 2 (UNDER SEPARi►TE CONTRACT) \ EASTWO On or ST PETERSBURG trAn# MA N EASEWRT IRE `` GRAPHIC SCALE I 1rB>✓ I ON FEET ) I vcA - 20 It TREE PROTECTION 091 ME CONTRACTOR 940/1. BE RESPONSIBLE FOR AMMAR TO ALL TREE PROTECTION YEASIARS REOUREO IV 7EE On OE QEA TTATER'S AN More D STANDARD SPECIFICATIONS. THIS WRL INCLUDE Ml. TREE EE SAtl6CAOES, ROOT PRUNNG AND TREE TUNING. THESE MORDANTS ARE IMAM M TN THE SPECIFIED 1 ATS CP TOW; AIA WV. ALSO NCLUDE ALL AREAS MARE THE CONTRACTOR AND /CR IRS SUBCONTRACTORY STAGS STORE OR PARK EMADAM . MATRIALS. DEBRA AND VEMOE& ALL TREE 11016002 NO ROOT POUNRO DOTE ,ASSOCIATED NON 7145 PROJECT WLL BE CONE BY OR UNOER THE DRECT 9WRYSON OP AN NTEMATIONAL SOOETT OF ARBOPoCULTURE (RSA) CRMEO ARBURIST. ROOT PRUNINCL THE CONTRACTOR VAL f.10 OR PANT ALL PROPOSED ROOT PMAOJO. PER M APPROVED PUNS OR AS RECUT 0 M THE OW OF CLEARWATEES COOES. ORDNAVCES ND STAMMD SPEOICATO . THESE IMES MAT RE INSPECTED AND APPROVED RI THE CR/ IAPECTCR PRIOR TO TIE COUWICD.OR RAF AN/ ROOT PRIMA&. PROS TO KID 0x6143 TAW: FVCS IT WU. BE TEE CONTRACTOR'S RCPOP61BORY TO REYAW THE POTENTIAL IMPACTS TO DDSTNO 746E fIM AS CRIVAD MOM. ND ■ IC UDE ANT ANO ALL RFCOIMf10(0 TREE MOOTECT/N 00.411108 N N18 PROPOSAL TO woo+Y TIE APPROVED OE9CM. INC PROJECT MANAGER MUST APPROVE ARE cam= TO THE AMMO DEOIN POOR 70 IMPLIDRATIDN OE SAD CWMCE NOTE: TIE /ROA RfORVATEN A 0000E0 TOR USE O1 PROJECTS MERE COA1RRTICN IMPACTS TO AGSM TREES ARE UGLY OR EMI LNAVODARLE. TREE DVS IEOWAT10N COVERS A VARIETY OF 9UATIONS, IT CANNOT ADDRESS EVERY ONE N TA EVIDIT MERE ARE CU/SOON OR MOONS REdMONO TREE PROTECTION CM A •ROECT. PEASE CONTACT THE OIYS PROJECT INSPECTOR. 11HEr ARE LNAVARABIE. PEASE CONTACT TV KURTE SOAR LANDSCAPE AAMTECT N THE PURIM WOMS ADIIVSTRATION AT 727 - 562 -Ant W6TIS SHORN SHALL 0ETDIBRJE EXACT LOCATUY4 AND 0 CONTRACTOR CF PIS MOST FEASIBLE FOR CONSTRICTION CF ORALS. a a r- n RECORD DRAWINGS lu.E.m 1R MAW Me wt ., ••xcT 4wm OCT 8: 903 DRA6TNGS RLU *OM ■A OTT PAYE( YOWL P. GAWK Pa. 1 Alm A: DOR DRARTNGS RLU REVISION IT 8/31/12 S/6/12 Mt 25 20 15 10 0 ECI1OSIL Ot.LL 50• ST PETERSBURG± I----WATER TIA:V. EASEUEHt _ CONSTRUCT 6'.35•.7 DEEP OWED PT CONSTRUCT p4•.3.s• DEEP PT co<ISTRVCT / I2• DI 4Y 80.0, RUJ CC STRUCT 14112. O REMOTA TM 14• Wl ADAPTER TT OF ST PEA TERSBIkNC — OATR WAN PVC NODE • CONSTRUCT 1Y O 225' BOO F*NJ PROVO( MR /U1.1 36• - VERTICAL SEPARAtOI TRRORGI FULL *TIN OF EASENEN PLUS !'..EACH .30E CONSTRUCT __ _S.._. I4' RAW -TOPE RMl 634400 , 116, -j yip ........... 635ioo �� fir` Eri .•.O��, • No. 19241 7) ■ B /j...A CRY OF CIEARVATE& FLORIDA ENGINEERING DEPARTMENT 100 & WHIR Ave. CIur,At ■r. Ft 33756 r V i 836+00 WATER TREATMENT PLANT NO. 2 - CONTRACT #3: RAW WATER TRANSMISSION MAIN EXPANSION PROJECT WELL #82 PLAN AND PROFILE (STA. 833 +40 TO STA. 835 +67.75) 25 20 15 10 Cal O 20' 40' SCALE: 1 - -20' HORIZ. O 5' 10' SCALE: 1• =5' VERT. REISS ENGINEERING, INC. P.MPOO - DOWN - COATRWCIION IRI■ PRIM VWt■ N. RAT" WARS IL 51711 2012024 102006 LR RISE JMA VD? TMT.• 092 OTT DWI, ..O..R P O.UL IL l WI. nt W O 6 CC N S Z Parent Sheet Set:10 GRAPHIC SCALE 10 20 w ( P1 FEET ) I00.. TREE PROTECTION 1110 CONTRACTOR SHALL SE RESPW9Mi TOR Ad07H10 TO ALL TREE PROTECTOR MEA9AES MIMED M T/E OTT Of GLE4R8A1EK5 ORDINANCES NS SARD SPEOMCATTONS 114S VOL NCUJOE ALL LTEE 11M0CADES, ROOT APRUNING Ab TREE 1RWNO. THESE REOIARELENTS ME REWIRED SINN 111E SPEODED'LOOS Of 82414' MO SILL ALSO PICWTE ALL AREAS WOK 114E CONIRACTOR AND/OR 1•S SUBCOR/RACTOR'S STAGE, STORE OR PAW EOUPMENT. MATERIALS. DEBRIS ASD TDROE5 ALL TREE 1704004C NO ROOT PAONNO DOE AS500A100 '*4181 TAPS PROJECT NU. SE DONE SY OR GOER 7440 DIRECT 9fERY1904 Of AN N1C1MA110NAL 30(01Y CO MSOWORTMRE (RSA) =TOTED AMIDST. ROOT PRUNING THE CONIRACTOE VOL RAO OR PAM ALL PRONE= 6001 PRUNING, PER TR10 APPROVED PLANS OR AS MUMS ST TIE CITY Of CLEARWATER'S CODES. OROKWCES AND STANDARD SPECIFICATIONS. THESE L040S MAT SE ►180010D MO APPROVED Bf 114E COY INSPECTOR PROR TO THE COMMENCEMENT Of ANY ROOT PRUNING. PRIOR 10 FEUD CHANGES 14.104 PLACE. IT TOLL DE THE CONTRACTOR'S P6PONSSUM TO Rfl'EM THE POTENTIAL ••C15 TO WPM TREES NM NIS CSRT•E0 ARIORS4 AM INCLUDE ANf MO ALL R000WDOm TREE PROTECTION 205.RES N MS PROPOSAL TO MOONY THE AMMO 2ESOPI. 181E PROJECT WANNER MOST APPROVE ANY CHANGES 10 1140 APPROVED DE510N ORM TO IMPLEMENTATION OP SRO CHANGE NOTE 181E A60VE IfORMATON IS PREMED f0 USE ON PROJECTS THERE CONSTRUCTION BRACTS TO DOSING TREES ME LIKELY 0R EVEN IINAIOOMEE 818E IRS KERMA1101 C0'.20 A VAK1Y Di SITUATIONS. O CMWT ADDRESS EVERY Grit. N 181E DENT MIRE ME GUES1IONS OR CONCERNS REGARD:NO TREE PROTECTION ON A PRORCT. PLEASE CONTACT THE OIYS PROJECT NSPECTOR E 14101 ARE MAY/RAKE. PLEASE CONTACT TAN EVRTZ. 30801 LANDSCAPE MOITECT N 1110 PUIUC WOWS AOMAA511MTON AT 727- 562 -4737. ME ORAL PITS 9101 ACT 1.TOALLY OILY. CONTRACTOR SHALL 0E4011 0 DUCT LOCATIONS Mt/ 01ESmONS Of MS MOST MADRE KR CONSTI1CT10N EF DRSLS 25 20 15 10 ORECTIONAL OWLL OPEN CUT ERS0610A4REPOSED GRAPE (OAR CL Of PPE) D-4ECTONAL ORAL 00NS11ROT 10.35'sr DEEP 0+11. R - zPROV'.RIE IA N 3' COVE CONSTRUCT__ 8' NS' DD.0. RAJ CONSTRUCT 8' RAW-PVC. 088 902 +00 I CRY OF CREARWATER TEORIOA ENGINEERING DEPARTMENT 400 S. E1r1M Ave. C4ar*atar. A 33758 %%01ti t,t,, xl -1 1�� 1,�'' •... of • • • I • y, 903 +0.0 904 +00 25 20 15 10 0 20 40' SCALE: I' =20' HORUZ. 0 5' 10' SCALE: 1...5' VERT. REISS ENGINEERING, INC. 7448280 - DE904 - CWSTIUCOOM ,Olf SPnm MO Pt 15410 91W%. R 717S4 WATER TREATMENT PLANT NO. 2 — CONTRACT #3: RAW WATER TRANSMISSION MAIN EXPANSION PROJECT WELL #55 PLAN AND PROFILE (STA.900 +00 TO STA. 904 +90) 038 82054182 2012024 X102005 OD ROR n< 8/31/12 ll1RO0 P: RNA SPA,19 541.1E wl WIN It Rill ra• *coo a*. s¢r .a ILEA 092 OM10.8031 WOWS. P MAIM PLA any W4 2 O. ccz z cc i 0011 905+00 PAM 21 18 903.96.78. A6021 CONSTRUCT 10' W ADAPTER IN d I125' BONG. Mil • 10'>B' 0 REdKER; ey1 CONSTRUCT 6'.35',5' CUP ' ORAL MT 4 /- CcLS000r 10' RAN -HOPE 269 If! DRECNTOUL CONSTRUCT 6'.724' DEEP CALL PIT. / 906 +00 / / CROSSNO 2 908+00 / '2- '9VJi63.ir .i1 =)IF YA A6AA Y -�S! 10'77 d REOi14tAl �J'. 3 yI ` Ia'l,Lff TME,R00a 'i 3, « I 27 F* TREE giRjrr/�E 3, • fT c, j5 I I1 I 1• 1 -/ _ 909+00, 0 GRAPHIC SCALE 10 20 a (W FEET ) Ihtl 20 01_ TREE PROTECTION TM CONTRACTOR SHALL BE RESPON091[ TOR ADIEANO TO ALL TREE PROTECTION MEASURES REWIND BY 1/E 000 00 GEARNATER'S C0 09, OMR LANCES ANO 9TA10AR0 SPEC0ICAT.O 0. Iles Tell ACME ALL TREE IIMRICAOE; ROOT 479123730 MD TREE 1328430. THEW MOUNDI NTS ARE 300/ ED 111113 THE SPED EO 'MINTS Of ROM.• MO Nay ALSO MUM ALL AREAS NUM THE CONTRACTOR 9100/03 OE�6f ANON SUICONTRACTORY �S STAGE. STORE 01 PARR EQUIPMENT_ MATERIALS. ALL TREE 13030)40 MD ROOT PRIAM DONE *33003TED 1101 114S PR0.ECT WU BE DONE ST OR 1AV0ER ONE ORECT *90ILSGJ OF AN MIERNATIONAL SOCETV Of ARSCMCS ILRE (RSA) CERTIFIED 398001ST. ROOT PRUNINQ TEE CONTRACTOR wit FUG OR PANE ALL 9304700[0 ROOT PRIN9P' PER THE 947478900 RAMS OR AS MOARED Br 1NE CRY OF CLEMN8TER'S COOES• 0RDe0NCES MO STAN0UID SPECIFICATIONS. 11ESE LINES 1OST 6E 66900TED AND APPROVED M THE CITE INSPECTOR AMOR TO ENE CO430040 EFR Of ANY ROOT 930000. POOR TO F102 CIANO[S VJOD MCC. R 11u SE 114 CON1RK10WS RESPONSMUTE 10 REM/ TIE POTENTIAL IMPACTS TO [HOSTING TREES MIN MS C00MIL0 ARBONST. AND ST LURE NTT A10 ALL RECOMMENDED TREE PIOTICTION I4LAI9E6 N HIS PROPOSAL 70 30002 THE 39968 O 00500 TEE PROECT MANAGER MST 947473001E ANY 04440E5 70 110 APPIWKO DESON PRIOR 10 I .fl1IXTATION Of SAO CHANGE NOTE: THE ABOVE 100RNA110 4 S 64100[0 OCR USE 141 PROJECTS NNERE COAi1RUCT014 IMPACTS 70 0437N0 TIMES ARE LION OR [YEN ONA16OA61E MIRE TARS 60O3MAT04 CORERS A VAREI T K 971291049 R CANNOT ADDRESS DOT COE N THE [LENT TORE ARE 0[35034 OR CONCERNS MCARONO TREE PROTECTION ON A PROJECT, PLEASE CONTACT NE 01Y7 PROJECT 949PEC10R E TER ARE MAMA-ERE. PLEASE CONTACT 101 KURT}. 10400 1005CAPE AR037ECT M THE PLOUC ROOMS 36YJAST031gN AT 727- 562 -0737. PETS SNONV CONCEPTUALLY 00.5. CONTRACTOR SEAL*. MEMO[ E0ADT LOCATLNS AND IMENSTMS OF PITS MOST MATRIX OCR CONSTRUCTOR OF 0. rl w 0 cc cc 2 a n t Sheet Sot:to 20 15 I0 5 0 -5 -10 QREVT¢Yiu,au II rReVBC 1/47 CJTa1Rwd J T a 3' COVER 8'.35.7 DEEP PT ETSTN6/PROPDSED TRADE _ (OWWRR 0. DE PPE) a ENSTNC,PROCOSED GRADE • X (ONO CL Of PPE) _ ORECTONAL RETI.AND EA.STNC (0 •I 0. OF PPE) CONSTR./CT 6'.75.7 DEEP ORAL RT C 0SNI Cr 3 CQOISW _ 10'd11.25'800•RW_- {, 10' YJ 90947133 905+00 RECORD DRAWINGS 906 +00 CONSTRUCT (O':6' O1 AECOCEN: CONSTRUCT 10' d 11.25' BEND. M) 10' YJ ADAPTER SAVEIES Se NOR.a Se 8. 90X DRAWINGS RIM 8/31/12 !A� A 607E DRAWINGS RIM 5/8/12 REVISION n IA< PLC HOPE CONSTRUCT 0" RAN -TOPE- 907 +00 __- J._... �- AFRO 00710_ uaAL 6o,ro1J PROWDE U.N1 7' COVER CITY 07 CLEARYATER. FLORIDA ENGINEERING DEPARTMENT 000 8. 1L7rUe Ave. Clearwater, Fl 33756 r JYor. 909 +00 CONSTRUCT TO' RAN- ICPE -- HOPE CONSTRUCT 10'-477.120 WATER TREATMENT PLANT NO. 2 — CONTRACT #3: RAW WATER TRANSMISSION MAIN EXPANSION PROJECT WELL #55 PLAN AND PROFILE (STA.904 +90 TO STA. 909 +90) 15 10 5 -5 I0 ell, ears C89 rele 2002024 AIe Nu 102006 O 20' 40' SCALE: 1' =20' (0212. O 5' 10' SCALE: 1 -5 VERT. E) .eLFNOo RE SS ENGINEERING, INC. PIAINNO - DES 04 - Mv31RUCU0N 17tH 1906 911A5 1T. *mot TARKR A T7JCe S:waxe ee eve me. 8/31/12 coma 110 2044 Puy. se RL04 0s.0 *Y. 3044 eeke- N01T RaT w: 093 ANMTEA roe P 3'3.1004 WV deep" 100,41. St 13711 wY HERCULES AVENUE U 4 OF 0941)90 WEAIIIMIMIIFMIIMIIIMIIIIIMDJIIWA 16' RAW 9/R, PPE S0P10RIe t CONC PAO t6' 60 OEND A/R 10' 9O' RENO M/RAR) C366311011044 AA VALVE 12) IN' 04' RE110 0) /INJ II PPE 5010/08/ t CONC PAD 16' 6O 0010 00 (1 16'60' 01000 ROAD.E & RE MACE Ea51 CONCRETE APRON SLOW SILL /ME - -k N- SILT FT310E 16' 90 Bed) Ol/R SLY PENCE 16' 90' 6010 01/RU) PLAN SCALES 1' =4' -O' SILT FENCE / 16' 90' BEND 01/(1 16' 90' 0000 111/R1) SECTION SCALE. )'=4' -0' U) I6' 45' KW C1/10A1 /R PIPE ROLL STAYS 1A0M1. 10 271 OR COITAL) \ 3' CLR (1VP) CONCRETE SUPPORT 34'.12' +30' (L.W.6) CLRPACTE0 SCAM. • MP OF MIDGE 025 J z 0 w Vi 0 a. c 0 0 z Ntt+PI 17[17 4- a. 4. PIPE SUPP 1 a� +CJ Q� . � AI DET:ILQ: � 1 IF SCALE: _ ; "1 .o`� N6 , -- ,... ... iN1 x:.r C.T 90% DRAWINGS ...■r A. - IT not, 910,Q. L 0/3)/12 or. tw.xa.r..11+no Q.04 eAx N[, s/8/12 REVISION SI 0•N CITY OF CIFARWATFR FLORIDA ENGINEERING DEPARIMENT too S YYrt). Mn. CL.rwat.r, h .13706 WATER TREATMENT PLANT NO. 2 — CONTRACT #3. RAW WATER TRANSMISSION MAIN EXPANSION PROJECT BRIDGE CROSS AT HERCULES AVENUE COO 2012024 AN +6 102008 P+x to.w 8/ 7)/12 WO. .r 100001 9 ART JNA M p0 102 DV� a•W. •JRS AIAMYCO CONIIKATIM NM1 O.l. 6. 1.14410 •■ IL\ r t • 11, P•x 3.1 S'eye or Flan Po..d 5•0111 Y v, 3,1 Tope or Nano C0,0NUccon SIR DVarce Pa.N 5treot CROSS SECTION TOP ISOMETRIC VIEW CoosSuct n Ste Ertraote TEMPORARY EROSION CONTROL GRAVEL INTERCEPTOR BERM FAY 450E4 40. 401: I OF I N.1.0. CITY OF CIL00044.1 6. LL08104 E140,1.001145 0014.674041 1 1 Soae r natty. PLAN VIEW TEMPORARY EROSION CONTROL DIVERSION BERM CRY non: N0. 60 1 Cs 2 NITS a CRY OF CLEARWATER, maim EN0NEE10W3 6EPART440T YA 10400110Y EAOSON CONTROL ON.FASOS BEA4 51080(TOR BERM U 1 -2 USE SANDBAGS. STRAW BALES OR OTHER APPROVED METHODS TO CHANNEL RUNOFF TO BASIN AS RECUIRED. WHEN STRAW BALES ARE USED IN TH,S APPUCATION A SLT FENCE IS TO BE INCLUDED AS SHOWN ON THE UPSTREAM SIDE OF THE SEDIMENT BARRIER. SEE INDEX NO. 607. EXISTING PAYED ROADWAY SEONENT BARRER SUPPLY WATER TO WASH WHEELS IF NECESSARY. SPILLWAY -,J NOTES: 108 I. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT MILL PREVENT TRACKING OR FLOW' OF SED VENT ONTO PUBLIC RIGHT -OF -WAY. THIS MAY REOU,RE TOP DRESSING. REPAIR AND /OR CLEAN-NG OF Ally MEASURES USED 70 TRAP SEOVENT. 2. WHEN NECESSARY, WHEELS SHAH BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT -OF WAY. .3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED 411140 CRUSHED STONE THAT DRAINS INTO AN APPROVED 5EO.MENT TRAP OR SEDIVENT BASIN. FLOW A DIVERSION RIDGE 50' Y.N. CLM! OIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% TEMPORARY EROSION CONTROL DIVERSION BERM Ore POE/ 50. (III 2 OF 2 II TS. Bv'1ry Beek Le-4 6. Theo, Threat wee Harltantal. Oat Sops III Oeen Dot Men So_:Yel1 0 6' ed'oe kraal 10' Vu. CITY OF CLEARWATER. FLORIDA ENGINEERING DEPARTMENT �TJ9NA -A Pai al 17 141' Geuse 'Adder Farce. 2.2 Vein, • -t0' Santo Feel Wu+ 3' Sloee Lee.. Out Bock Te -p✓00A hsrt The WIN Ore Screen CROSS SECTION A.d o-a.4 Fair. SoLrD 6r 44049`pe e0 A 5150. CA 1A0OD POST 36 1101 WAS P0@t.3 NOWT FILTER FA0RC ATTA01 SECURELY TO UPSTREAM SAE OF POST RUNOFF' EXTRA STRENGTH FILTER F4000 I.EEDEO 1111AWT WRE MESH SCPPOST NOTES: 1. Fibrous Filer material in front of block prevents yre.el from •ashln9 kite structure. 2. 2ru4'. Behind block and across throat helps keep block In place. Place in cute hole of space block. 3. Boles of hay and sod. &nillarly pieced, rosy also be used. 040.0 Frr 2'.3' Pntemed F'erwa F. r Upt..Id e,eiF.q sect r Dr00 2T.6' 2'.0 Tyre, CtcJV 9'c • In Nat Essantta - Yry Shope To Fl Goo. a. Area And Teremk Moen. To Peet Trop ERde cy And Mabry As Necessary To tours sotoloclry Semny Of 5.0170,1 STEEL OR 1T000 POST If MN. PLAN VIEW C a 6- reENcE MM COVPACIEO BAOaAI Bbl ,o MAIL SPACING WTI WEE 5UPPGRT EE/.YE 6' VAR. SPREAD YIHOUT *SE SUPPORT FENCE O TEMPORARY SEDIMENT TRAP AT CURB INLET CITY ACE5 N.O. 60e: I OF I N.T.5. CITY O6 CLEARWATER, FLORIDA DI0000WIlS OHARTWEN4 TEMPORARY SEDIMENT TRAP AT STORM DRAIN INLET Cm rJEX No. eas: 1 OF I NT S. 51A5A10 OE1A:L IRR1Yl1 WIH NATIVE 8400F1L PO,ONO NEOT CRY OF CLEARWATER. J00R10A ENGINEEWNO DEPARTMENT MASCOT ESTER F00040 SPACING OF POSTS TO BE 6A75RAL 6-40 FEET APART AtTACHING TWO SILT FENCES ,Et FENCE 1. Set St04. 6 var. 2. f.o.b. a 1' a 4- Tre•U, U)ates Moro Rs LEA Of SSA. INSTALLING A FILTER FABRIC SILT FENCE O Ott A7CL 00.607: 3 or RAS ROE NOTES I. ASPECT AND REPAY. FENCE AFTER EACH STORM DENT AS3 REMOVE 5EOYENT YNETN I.ECESSARY. 2. REMOVED SEOVE4T STALL 8E OEP09TE0 TO AS AKA PUT ROLL NOT CO•TR311TE SWVFNT OFT -9TE ONO CAN 8E PERMANENTLY STASUZE0. 3. SOT FENCE SHALL 8E RACED ON SLOPE MAMAS TO L4c01E 140.)-Y00 fiF10ENCY CRY Or CLEARAATU. 11,01151 CNG5EERTHO DEPARTMENT ALTERNATE FETAL MIEN VIH GRAVEN 2' MY. BACKFIELD) TRENCH FOR AD01110N1. 51RE.51N RL110 FABRIC 6ATEAAL CAN 8E 015001KD 10 A 6 -11.01 (MAO) WRE VISA SCREEN WHEN HAS BEDI PA51V.m TO 140E POSTS 60101E 8001 POSTS AT LEAST ITA 0(0005 DAN A SCONES( ORM,The TO PEAR A TOT SOL N14 NNE rAt.c 4ARe1L 3. Stop"e Fltr 40181■ To MO's Cl Extend it Into The 7,4E01 ♦, 8ec411 Odd Consul The E.cu,ated Sot 3 a I50{S (EA) INSTALLING A FILTER FABRIC SILT FENCE Orr 0.DOI H0. 607: I of 3 �� N.T.S. APPROCMAIE And •r 4-101 16E.0T .s 0. '.2 e•..; •' E-IIMINNIIMilirlir 74 A `LE Or CIEARWATre. FLORIDA ERJM DE ARTIDIT r TEMPORARY EROSION CONTROL OVERS10N BERM 0.%03 602 2 r 2 REISS ENGINEERING, INC. ',Avow - 6[90• - COtST uCtas loss seep TNIA5 RI, we-Ot s.n.45 n 30114 RECORD DRAWINGS 8: SOX DRAWINGS A 60i DRAWINGS 8/31/12 5 /8/12 CRY OF CLEARWATER FLORIDA ENGINEERIKG DEPARTMENT tO0 S. Myrtle Ave. Cle•rn tar, Fl 39758 WATER TREATMENT PLANT NO. 2 - CONTRACT #3: GELB DLO, RAW WATER TRANSMISSION MAIN EXPANSION PROJECT EROSION CONTROL DETAILS 0104 wow, taz 2012024 aAa 102008 RAtAPOAe PAM it RLIt o4TArd 3MA WAAL MAI on COW" 00.00. a 0040). rL I Wa �dEt REVISION 'mew on flout'. MY.LL 10.T4Dl rL I3371 pas a I. SOWN. UNR Outermost o n 10 ■ 7th SsaT,rnl Trop Ses u bps, SileYf 4atr�tl - / Ws rMN<d et ilea pealeaon b Ofono4N whets NN Wet 474,4 H • .P. no gnaw NHn 1 &we UT �Y 109 _ -_-� ._� W pol w en t,pYd.W Me msNOd NW�not to h7e4 rieN,pq!) ttr'e ntrot<d Roos. NO, os N 40441 r hghody nt4oni ♦ 2' 4' IOOD /RAVE :. / /': " goy NOTES: T. DROP RAFT SWOON BARKERS ARE TO BE USED FOR WALL. NEARLY LEVEL pRAHAOE AREAS (LESS THAN Ng L USE 2'= 4' YgOj OR EOWVALENT METAL STAIffS (3 R. 4'N. uNOTp l wSTALL Y, C •OCO TOP FRAME TO INSURE TOP STABIL/TY, A TIE TOP a ME MANE (POM�No MOO) fAdA, MUST BE %ELL 60.0. ENE D ELEVATION ODINADPE TO PREVENT A RUNOFF M 0 BE NECESSARY 11Q INLET. A TEtPORPE CE FAY BE NEC[SSMT ON TALC ODAnSLOPE SCE OF ME STRUCTURE. EnN Bum War 7- I I I I „ > TS' MAIL WANE • :: : : :• : :•: (• \ £• r r ).ti w J� %.0 ,ei, 691' III I < I fABR�C 1ti• t o\\.\\ \ i /\/!\�! \ \\\ !/x`01 / \ \ /� / _ • }: :. :• •:• ux ._` �� _-_.' 1 ., •': •' %' " : : :: i _{ ') •'' •' '••'• • • -T (::j, 12• Lev. / r .:..'.: 1 ]• .: ••/ PLAN VIEW -�_�- 1$1Q17 TEMPORARY SEDIMENT BARRIER AT DROP INLET e• Ira, ATTACH FILTER fABKC SECURC.v TO Y. s' ROY FRAME DYETAAPORO FADING SO NEAT STAKE .PLAN MEW NNW Laos Orrq Slum Steed Oa.I 7CP [RAVE NECESSARY FM STMUIY 2 4. 4004 FRAME lPOAONG 4•SMS OF 01 GAINER CICESS FABRC AT CORKERS I I� DROP INLET Ss of Trop _ C, 2• Wt. - - - _- T OAR Born CROSS SECTION u 2.1 A!s Sops / ELEVATION OF STARE & ,, 150VETMC YEW /// FABIGC ORLNTATKN / TEMPORARY SEDIMENT BARRIER AT Sy eh P d and /as, Sl t>T Fon 514!'%2[! Saie 0.4Vred A PON WpUes No Dp,r ,uan Bad,aleolr. TEMPORARY EROSION CONTROL SEDIMENT BASIN 36 FAL $` o .Ti- \�,•,: ; •f,;; - f DROP MET -1 a F YAfi 4 a 6 iL >n , CITY P.0 1:0. 663: 1 Of t O N.T.S. O7Y NDEIt N0. EO6; 1 OF 2 N TS OTT NJc-)f N0. 606; I OF 2 3 xE5 e CITY f[OWOA ERNG ,�. �� tl ii1 °4°' 4• d! ON Of ELE40 DEPA VEAT OIONi1b$O DVMTvDT - CRI I ER3322 DTEA, VENT A p,OINSC61%0 DfPMTVDT DTER O ENO+RYER�N. OfPMN•MT F i[IfPORARY LROSON ( A -A ONT'Ir 1CYPMMY SmMENT pT�j, s. '�'n SEOVENT /os i �xa ora aam. CO'.TRO[ SCpFO+T 8�R>r' BAREER AT DROP 44ET 7a' BARRiR AT DROP TYIET BORER AT ruby W. pKN IF ^'.ar;K3:n q�lr ffffll _SsWr ls,l SECTIGN Co ws aawrar gt' TJs, 4a oT emral w r P ✓1 1/1 PT TE ROPE S/B M. PO PPR PF,EAE ROPE 22 02 nrf • STRESS BRAD MC SLOT - CO'.REC TOR NYLON RENFORCED VNTL nOATANJI 5 /T6 qi. RALARO (ON AT DIM- AT DAMN) 107 CENTER SHALL ChiY�E TYPICAL LAYOUT TIDAL WATERS AND /OR HEAVY WND AND WAVE ACTION STREAMS. TYPICAL LAYOUT POM3S, ANO LAKES (PROIECTEO AND NON -FOAL) Pr. S1FEA4 ROW �41;118 111 / /, { ��( [ FLOATATION ECONWI FABRICS AYALABLE I 18 Oz 300 WAX STANDARD 17� . 1=r"-IrlO STRESS 514A 91AOQC /�/�� f 7YPE ( F S FOR ppLLpD COMPACT ST0.RACE DEPiN ACCORDSO TO NEED _ �I I' „ WPM ACt ID'W TO NEED tit ' n _ ) , `! AfTj I PROPOSED TCf SLOPE ` AMOR SHORELINE ARMOR PT. CbSIRVCT.pI -�Ffi4iii OATS CT F O' / � HAW ROOMED V'MYL ALL SEAMS NEAT SEALED 11A TOP LOAD MATE USES 111-1111 ' BARRIER - =. LAP LNS AUTWAPG Up,T OFF pl CHANNELS Cp1TKAVEMi u,yFr BUOr SNIT Wilt COATING CABLE (24 SAFETY HOOK (CAL BOTH sots or COWAN TO REDUCE STRAN) ; ' GALVANZEO /24 SAFETY NOpe MC ROT- Cb.°.ECTOR 16 (M 22) OL ' NRYL, GOIEREO Nn[H Fi'r. LAE STRESS PLATE (To RDA6'.E 3/16 YRK COALED CABLE PRESSURE FIWU FLOATS) d7�UT TA110N WHEN INSTALLED \ TI / ( OAL SITUATION -TYPE lq) T- It% Y BUOY r TO I TO 1 .._.�4.\ N. - ` STANDARD 4747[44 ```` \ \\ ANCHOR E145TMO CAUSEWAY - SHOIElY :E PT. TURENITT M STAKE O+i AYOTOR • I14s pSTAHCE 14 VARIABLE �� f.E AREA INSTALLATION LAYOUTS FLOATING TURBIDITY BARRIERS . -.j J i•2> ® -� -.-- • 8000 I �T (BL6R -UP a 4TA0!lE EaR.ECrpO S 1•' IlI• RATER SURFACE • I -. %�i��i�yi��T��i�i � �/ ��\ FLOATING TURBIDITY ANCHOR (A5 o' .�A LOCATORS RECO4VODED ' III BY NOTE: ANO,O. O NTH BUOYS. A5 SwRL REUOYES ALL RTN. TOMS MNME ELLRT2 N t"C"P 114: OATAN OJU ND7 s +4 Ft1d/ w.m oR [URGENT LOADS STRESS BOO 100 FOOT ' ROATAtION 5/16 PL 044P4 !�n� I SOWS DIRT[ BALLAST t LOAD OE !..�� Fi' C�'' � M' - = \��i �i:�� \� \ ' EBB Az ANCHOR PT TYPICAL OF FLOATING TURBIDITY BARRIERS TYPE I & II oTr PDES NO 50r , OF z e N.TS CITY INOW 5 -TYPE NO 6097. 2 OF 2 M.S. -pl- ANCHOR Jlp s MS DSTAACE 15 VAmA.%L OTY INDEX NO q iO t CF / CITY Df CIEMRAid, ROR:OA ENOn6ERNO OtPARTIONT�4 -- COY AT CIIARWATF$ rL O Md„EOINO DEPONENT CITY OF CIEMRAIER. ROAOA BARKER VOIEMEIM <-� LE TO TOIL O,AHLE ENpFEERNO DEPMTME T lift4A ll °.•3lri iA7r✓• ■_�.� A TURB•DTY r srA. TYPICAL SSTNAMIOR an ,m.w .alf. hr �W -, -rq�.0 C TYPE 1 , rs,2 - Iii 11 i, FAA AREA WIC coca. w. TIN 1ttWi�S01Tr J!9_ III �. su2 ',Wall Water *An 4,47..5+, 510.1 S44. Bas • (SFt Foss `�1 9<dh, .. ,A-;- A, 4 I. CRC/ 4.t1 UN T. 1111�� i 1111111 -,IIIi) /� �h w1141 ,= 111j Bti %4. y. B", ,/ w4 a -4 .pl. R Tins - �� -�';+ A Mond f 2 RT. on! Stake SU. titles Mg14 i'<al Sttle Led eywaawr 4...4,4111111111 I, - .<I.<aT Bates ��r{�+� lw -w 544. �Gj��/' < Redo ��'�`,et )W BCU 444E B! tlY `)• \�i ",pp � <= Aa.O'rq Wu N4 a ►a)• (�"i' 4. PROPERLY INSTALLED A'>•- 4"t (CrOSS- u ,l -� .,- 1 Colonel 4n4 Cuael Ns 11 TSti E.c401.e5 Sot ', „L "/• '! Plan for Minimization of Environmental Impact from HDD Drilling Fluids Introduction The City of Clearwater proposes to utilize the horizontal directional drilling (HDD) method to install several crossings on the WTP No. 2 - Raw Water Transmission Main Expansion project. HDD is a widely used trenchless installation method which accomplishes the installation of pipelines and buried utilities with minimum environmental impact. However, HDD is not totally without impact. The primary environmental impact associated with HDD revolves around the use of drilling fluids. The purpose of this document is to present the City of Clearwater's plan for minimizing environmental impacts associated with inadvertent drilling fluid returns. Background The principal functions of drilling fluid in HDD pipeline installation are listed below: • Transportation of Spoil. Drilled spoil, consisting of excavated soil or rock cuttings, is suspended in the fluid and carried to the surface by the fluid stream flowing in the annulus between the hole and the pipe. • Cooling and Cleaning of Cutters. Drilled spoil build -up on bit or reamer cutters is removed by high velocity fluid streams directed at the cutters. Cutters are also cooled by the fluid. • Reduction of Friction. Friction between the pipe and the hole wall is reduced by the lubricating properties of the drilling fluid. • Hole Stabilization. The drilled or reamed hole is stabilized by the drilling fluid. This is critical in HDD pipeline installation as holes are often in soft soil formations and are uncased. Stabilization is accomplished by the drilling fluid building up a wall cake and exerting a positive pressure on the hole wall. Ideally, the wall cake will seal pores and produce a bridging mechanism to hold soil particles in place. • Transmission of Hydraulic Power. Power required to turn a bit and mechanically drill a hole is transmitted to a downhole motor by the drilling fluid. • Hydraulic Excavation. Soil is excavated by erosion from high velocity fluid streams directed from jet nozzles on bits or reaming tools. • Soil Modification. Mixing of the drilling fluid with the soil along the drilled path facilitates installation of a pipeline by reducing the shear strength of the soil to a near fluid condition. The resulting soil mixture can then be displaced as a pipeline is pulled into it. Plan for Minimization of Environmental Impact from HDD Drilling Fluids Page 2 of 4 The major component of drilling fluid used in HDD pipeline installation is a potable fresh water source found at the project location. In order for water to perform the HDD functions required, it is generally necessary to modify its properties by adding a viscosifier. The viscosifier used almost exclusively in drilling fluids is naturally occurring clay in the form of bentonite, which typically comes from Wyoming and South Dakota and is principally sodium montmorillonite. It is not a hazardous material as defined by the U.S. Environmental Protection Agency characteristics of ignitability, corrosivity, reactivity, or commercial chemicals. It is also used to seal earth structures such as ponds or dams and as a suspending component in livestock feeds. The properties of bentonite used in drilling fluids are often enhanced by the addition of polymers. This enhancement typically involves increasing the yield; that is, reducing the amount of dry bentonite required to produce a given amount of drilling fluid. For use in drilling fluids, Wyoming bentonite yields in excess of 85 barrels (42 gal/bbl) per ton of material. Addition of polymers to produce high yield bentonite can increase the yield to 200 barrels per ton of material. Typical HDD drilling fluids use high yield bentonite and are composed of less than 4% viscosifier by volume, with the remaining components being water and drilled spoil. RIG SIDE DISPOSAL WET SPOIL SOLIDS CONTROL SYSTEM ACTIVE MUD SYSTEM VISCOSIFIER DISPOSAL MUD RETURNS -- ...- --- _D -- WATER PIPE SIDE NOTE: ADDITIONAL SOLIDS CONTROL SYSTEMS MAY BE PLACED ON THE PIPE SIDE. CIRCULATION ' LOSSES CIRCULATION LOSSES A typical HDD drilling fluid flow circuit is illustrated schematically above. All stages of HDD involve circulating drilling fluid from equipment on the surface, through a drill pipe, and back to the surface through a drilled annulus. Drilling fluid returns collected at the entry and exit points are stored in a steel tank and processed through a solids control system which removes spoil from the drilling fluid allowing the fluid to be reused. The basic method used by the solids control Plan for Minimization of Environmental Impact from HDD Drilling Fluids Page 3 of 4 system is mechanical separation using shakers, desanders, and desilters. The excess spoil and drilling fluid are transported to, and disposed of, at an approved disposal site. Drilling fluid will flow in the path of least resistance. In the drilled annulus, the path of least resistance may be an existing fracture or fissure in the soil. When this happens, circulation can be lost or reduced. This is a common occurrence in pipeline installation by HDD and does not prevent completion. However, the environment may be impacted if the fluid inadvertently returns to the surface at a location on a waterway's banks or within a waterway. Minimization of Environmental Impact Silt fence, hay bales and other BMP tools will be installed at the entry and exit holes for each HDD in order to protect wetlands and other sensitive areas from drilling mud runoff. In addition, BMP'S will be kept at the drilling site to protect against any inadvertent surface returns along the drill path. The most effective way to minimize environmental impact associated with HDD drilling fluids is to maintain fluid circulation to the extent practical. Maintenance of fluid circulation will be the responsibility of the horizontal drilling contractor with oversight by the Company Inspector. An excerpt from the City of Clearwater's construction specifications defining this responsibility is presented below. CONTRACTOR shall employ his best efforts to maintain full annular circulation of drilling fluids. Drilling fluid returns at locations other than the entry and exit points shall be minimized. In the event that annular circulation is lost, CONTRACTOR shall temporarily cease drilling, install the appropriate BMP'S to contain the drilling fluids and then take steps to restore circulation. It should be recognized, however, that restoration of circulation may not be practical or possible and that environmental impact will be minimized by completing crossing construction as soon as possible. Therefore, absent a threat to public health and safety, and after the proper BMP'S are employed to contain the drilling fluid, drilling operations will continue in the event of lost circulation if this is deemed to reduce the duration of construction operations. If inadvertent surface returns occur on a waterway's banks, it will be the responsibility of the horizontal drilling contractor to stop circulation and install BMP'S to contain the drilling fluid prior to resuming with the drilling operation. After construction, the contractor will restore the disturbed area after contacting the appropriate regulatory agencies. An excerpt from the City of Clearwater's construction specifications defining this responsibility is presented below. If inadvertent surface returns of drilling fluids occur, drilling will temporarily cease and the fluids shall be immediately contained with hand placed barriers (i.e. hay bales, sand bags, silt fences, etc.) and collected using pumps as practical. If the amount of the surface return is not great enough to allow practical collection, the affected area shall be diluted with fresh water and the fluid will be allowed to dry and dissipate naturally. If the amount of the surface return exceeds that which can be contained with hand placed barriers, small collection sumps (less than 5 cubic yards) may be used. If the amount of the surface return exceeds that which can be contained and collected using small sumps, Plan for Minimization of Environmental Impact from HDD Drilling Fluids Page 4 of 4 drilling operations shall be suspended until surface return volumes can be brought under control. If inadvertent surface returns occur within a waterway, drilling will temporarily cease and the contractor will install booms, floating turbidity curtains, and/or other BMP's as necessary before resuming the drilling. The returns will be monitored and documented. Any inadvertent surface return(s) that occurs within a waterway will be reported to the appropriate regulatory agencies. Monitoring Monitoring with respect to drilling fluids and other construction quality issues will be the responsibility of the City of Clearwater's Project Inspectors. Each project Inspector on a HDD will be knowledgeable in HDD technology and will be on site during drilling operations. The contractor's performance and any visible signs of inadvertent drilling fluid returns will be documented. 1 1 1 1 1 1 1 1 1 1 1 1 DEPARTMENT OF THE ARMY JACKSONVILLE DISTRICT CORPS OF ENGINEERS 1002 WEST 23RD STREET, SUITE 350 PANAMA CITY, FLORIDA 32405 REPLY TO ATTENTION OF North Permits Branch Panama City Section SAJ- 2012 -02702 (NPR -JML) City of Clearwater Utilities Engineering Manager C/o Mr. Robert Fahey 100 South Myrtle Avenue, #200 Clearwater, Florida 33756 Dear Mr. Fahey: November 28, 2012 Reference is made to the application received on September 26, 2012, for a Department of the Army permit to install multiple raw water transmission pipelines via horizontal directional drill or aerial installation, below or over various Waters of the United States. The proposed project sites are located near Nursery Road, Lakeview Road, Hercules Road, Druid Road, Edenville Avenue, and Drew Street, in Section(s) 1 -4, 8 -16, 21 -28, 34 -36, Township 29 South, Range 15 East, and Section(s) 3 -7, 9 -10, 15 -20, & 29 -32, Township 29 South, Range 16 East, in the City of Clearwater, Pinellas County Florida. The application has been assigned number SAJ -2012- 02702. The project as proposed will not require a Department of the Army permit in accordance with Section 10 of the Rivers and Harbors Act of 1899 as it is not located within the navigable waters of the United States. Furthermore, a permit will not be required in accordance with Section 404 of the Clean Water Act as it will not involve the discharge of dredged or fill material into waters of the United States. Provided the work is done in accordance with the enclosed drawings, Department of the Army authorization will not be required. Latitude Longitude Surface Water 1 27.973901° 82.717053° Surface Water 2 27.955037° 82.736879° Surface Water 3 27.956936° 82.737268° Surface Water 4 27.950738° 82.754173° Surface Wader 5 27.949660° 82.753729° Surface Water 6 27.942139° 82.749743° Surface Water 7 27.949457° 82.751604° Surface Water 9 27.949539° 82.750405° Wetland 1 27.968384° 82.717333° Wetland 3 27.942139° 82.749743° The project as proposed will not require a Department of the Army permit in accordance with Section 10 of the Rivers and Harbors Act of 1899 as it is not located within the navigable waters of the United States. Furthermore, a permit will not be required in accordance with Section 404 of the Clean Water Act as it will not involve the discharge of dredged or fill material into waters of the United States. Provided the work is done in accordance with the enclosed drawings, Department of the Army authorization will not be required. -2- Please be advised that the U.S. Army Corps of Engineers (Corps) have not inspected the project sites and no formal determination was made regarding whether jurisdictional wetlands or surface waters exist on the site or any determination whatsoever regarding the location or extent of wetlands or surface waters at the site. This No Permit Required determination (NPR) is based solely on information included within the submitted application. You are cautioned that work performed below the mean high waterline or ordinary high waterline in waters of the United States, or the discharge of dredged or fill material into adjacent wetlands, without a Department of the Army permit could subject you to enforcement action. Various developmental activll ities within jurisdictional wetlands and waters such as the discharge of fill material, mechanized land clearing, impounding of streams, and the construction of buildings, roads, and various other construction activities alike, are regulated by the Corps. Please be advised this NPR determination reflects current policy and regulations and is valid for a period of no longer than 5 years from the date of this letter unless new information warrants a revision of the determination before the expiration date. If after the 5 -year period, the Corps has not specifically revalidated this determination, it will automatically expire. Any reliance upon this determination beyond the expiration date may lead to possible violation of current Federal laws and/or regulation. Additionally, your project site may contain species protected by the Endangered Species Act (ESA) of 1972, as amended. You should contact your local U.S. Fish and Wildlife Service (FWS) office to determine i Federally listed species or their habitat are present on your project site. If it is determined that Federally listed species may be affected by the proposed project, authorization for "incidental take" may be required. FWS offices can be contacted by the following telephone numbers: Jacksonville at 904 - 232 -2580, Panama City at 850- 769 -0552, St. Petersburg at 727 - 570 -5398, or Vero Beach at 772 -562 -3909. If unexpected cultural re ources are encountered at any time within the project area that was not the subject of a previous cultural resource assessment survey, work should cease in the immediate vicinity of such discoveries. The permittee, or other party, should notify the SHPO immediately, as well as the appropriate Army Corps of Engineers office. After such notifications, project activities should not resume without verbal and/or written authorization from the SHPO. This letter does not obviate the requirement to obtain any other Federal, State, or local permits that may be necessary for your project. Should you have any questions, please contact Jason Lockwood at the letterhead, address, by electronic mail at iason.m.lockwood @usace.army.mil, or by telephone at 850- 763 -0717 x -21. -3- Thank you for your cooperation with our permit program. The Corps Jacksonville District Regulatory Division is committed to improving service to our customers. We strive to perform our duty in a friendly and timely manner while working to preserve our environment. We invite you to take a few minutes to visit http: // pert .nwp.usace.army.millsurvey.html and complete our automated Customer Service Survey. Your input is appreciated - favorable or otherwise. Please be aware this web address is case sensitive and should be entered as it appears above. Sincerely, ckwoo ental Engineer Enclosures Copy /ies Furnished: REISS Engineering, Inc. C/o Ms. Janine Alexander 1016 Spring Villas Point Winter Springs, Florida 32708 URS Corporation C/o Ms. Tia Norman 7650 West Courtney Campbell Causeway Tampa, Florida 33607 -1462 THIS PAGE LEFT INTENTIONALLY BLANK ,11144111■11011E, iTsuin " ;1 Eva .140111,111. 4,41110;0N II :1, IN — MB NIP MN On all IS MI MI MIS SU MIN 41111 all NM NS NM 1 1 1 1 1 i 1 1 1 i 1 1 1 1 1 1 oar Alligator Lake Legend ....Proposed 6-inch Water Main ...Creek Proposed 8 -inch Water Main ...Crossing amnia Proposed 8 -inch Main for Fresh Water Welk ....Ditch eProposed Well Transmission Main -= +•Waeend ®Proposed Raw Water Tronkline it Wells City of Clearwater Water Treatment Plant No. 2 Reverse Osmosis Expansion Proposed Brackish Water Transmission Mains Fi ure 2 - Wetland & Surface Water Crossing Location Map Page 1 of 5 Crossing McMullen Tennis Complex Jobs \Tia No 0 cG 0 CL Legend Proposed 8 -Inch Water Main -Creek Proposed 8 -inch Water Main ammo Crossing ss=e Proposed 8 -inch Mein for fresh Water Wells sa® DBNM 0Proposed Well Transmission Main rals ®Wetland ®Proposed Rew Water Trunkline Wells City of Clearwater Water Treatment Plant No. 2 Reverse Osmosis Expansion Proposed Brackish Water Transmission Mains Figure 2 - Wetland & Surface Water Crossing Location Map Page 2 of 5 1 1 1 Crossing We1Ir20a Crossing X30 Lakeview Road earibenZILv Crossing Wetland azeril Legend men Proposed 6 -inch Water Main ■e• Creek ■■• Proposed 8 -Inch Water Main Crossing cwA.we Proposed 8-inch Main for Fresh Water Wets ....ankh rProposed WellTransmIsaion M eln Wetland Mali Proposed Raw Water Trunidine it Wells City of Clearwater Water Treatment Plant No. 2 Reverse Osmosis Expansion Proposed Brackish Water Transmission Mains Fi ure 2 - Wetland & Surface Water Crossing Location Map Page 3 of 5 Crossing • •I At -1 Legend ...eea Proposed6 -inch Water Main emeeee Creek Proposed 8-inch Water Main ■e. Crossing • Proposed 8 -inch Main for Fresh Water Wells Ditch rlProposed Well Transmission Main ▪ Proposed Raw Water Trunkfine 0 Wells **.�+• WeUend City of Clearwater Water Treatment Plant No. 2 Reverse Osmosis Expansion Proposed Brackish Water Transmission Mains Figure 2 - Wetland & Surface Water Crossing Location Map Page 4 of 5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Wellington Apartments -o E ui N O 0 to v c m 5 to c m u! O U d co to to d 0 y O U d co co d U co m E 0 z co 1- .n O 0 a Legend .awe Proposed 8-inch Water Main ® Creek Proposed a -inch Water Main +.r..Crossing m'a .Proposed 8-Inch Main for Fresh Water Wells ® Ditch ®Proposed Well Transmission Man Wetland a® Proposed Raw Water Trunk One DI Wells City of Clearwater Water Treatment Plant No. 2 Reverse Osmosis Expansion Proposed Brackish Water Transmission Mains Figure 2 - Wetland & Surface Water Crossing Location Map Page 5 of 5 .r 1 r I I MI OS MN a— r IA I E MI MN r- LL Engineering Department q,Q� F�O,s'+ 100 S. M rt1e_Avenu C1ear_watei E1orld a_337.56 WATER TREATMENT PLANT NO. 2 - CONTRACT #3: RAW WATER TRANSMISSION MAIN EXPANSION PROJECT (10- 0039 -UT) CITY OFFICIALS George N. Ctetekos Mayor Seat 1 Doreen Hock - DiPolito Councilmember Seat 2 Jay Polglaze Councilmember Seat 3 Bill Jonson Councilmember Seat 4 Paul F. Gibson Councilmember Seat 5 William B. Horne Il ' City Manager Tracy Mercer Public Utilities Director Michael D. Quillen, P.E. City Engineer Approved By Date Approved Plan Set No. 2012024 41i -.k ..i i i , ;7+ { • ii ___I cos ca5 C4B citc 1 csol cal R c59 � r GRAPHIC ,m Sc ALE iii -::; ,._..r 1 I L :: �_' i f ..� , , - • -1 :.. I ,. ilj I �Ii. ., • • = 1, , �If , { I , b' � �. �, 1 ts. I i f i. �� L - 1 , f C. --- 1 , -. -rv. n I ;: , 1 t I T1B !'cwt - i,:11 . i I , i1 I t I' "; ,, f :l i 11 I :._ 4f ! -: �1(I -. , 1 t -s I. _ ._ t ;_, j 11 I •; I ' .i ), 1 I Y. tea- co ... 1 I 1 ( t MA m� I , 4= _.; _ . r .. I I. 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I_ -, G24 1 l -- �-,nr J 1 WA II - -•.. t s�� I 1A': .1_I Ii �1 �� +- o',,' 1 I.I I I ( 11 �� ( ,l cl ,ri11 i t I I �\ 11i �t it 9 f' I I I (� j 1 II 1 ,,.1 t LLt~111 i; ,, �, i I i 1!1 11 1 1 ; 1 r , H , 1 I 1y1 t t fi 1 #f4 -i 1 I ,� = i i: I t jffi I 1II . s 1 1, 4 I cwDDniA'nxoi -' 7+ + i� �• _ rwmc r L T: gi0,Gn ROW:.OHICNT f i q y 0...WA,{,w . y� �� S I. V 0 � /f�l¢t„ HATER TREATMENT PLANT: NO. 2 - CONTRACT. /3; } ► RAH (PATER TRANSMISSION (GIN IWANSION PROJECT ' ¶ • �* PIPELINE MARINO KEY PLAN 2 OF 3 `1to w; i oshw nis �iqo« INAI 777U!7 Iw'% DIM DOAYVN4 A16cxD own wewu —�� —m— m`— ac. cema «, raft — — — — — - — — — — — ES - — — 11111 — — ■r 1 - r - - WW - - NW WO r - WO NW VW - - - GRAPHIC, SCALE. i i , It fi It' "" r` Fl L-1J :I i L+tykTrl�j l;i i! C119 'c 70; C71 ...,1 sc104 <gip : E1� ENOINEE _ a1w 'riRINO�.WC. nr4�� +n 9 --r kbttpN eRt or.ttgag ttfl rIFRm6 CA p' PM, lE A... IW d 117014,949. [4u1449 11'!1169 EATER TREATERS? PLANT: NO. E.-- - CONTRACT S3: RAW WATER TRANSMISSION RAW EXPANSION PROJECT PIPELINE DRAWING KEY PLAN 3 OF 9- WeS mum R/W CONSTRUGROM WIT. �awmh an roma n.mrbaa by ban .ewtron shall be rename per MOT baee /Da1. 3 prayeoM wuk warn aempk' wIW n ni ,. 407 pbm pmpnar0 gma2C (la '4 5 epM -M -.ay leobrtlaro wW 5 F amnia,. eM aatlw armed F Me .1. of mMa UPI. Keommaeaaeeo Ymool N�MIm eM mnnTntlm mist amaam nmaNUa�geYrN.mWU,m. Mrbv! M Mori F Nrmmm Carty IaM °pMprt+nl ZWr9 arY /w S) liSn arY ..,.z..*..., NW MmN aazaydam°nE .t r Y+ U.S. =absent rmYatomn Vowel of bn°orm Tmenc CaMroi o..m• me Fe Imes e Wino 1nwMa eat\ 9nti are rmab Oalpn'`aMeei Fever pb0 InraNb — (Erse! -'''''} We r meYrmiM anti Iprm. ,2.p19 YM.tlF aY ed all b m M nmaM maws n.wrl je'a. m w mono. .uln mm (y) ens An 30 30 25 25 20 15 GOWN WPM KPTA a. OF 20 15 10 5 wrr Ir mF%7,r 10 5 0 —5 —5 52 +00 53 +00 aapm, o, p mp wmpb sun (wear r-n (om7 M° i rgM-ct MI r cemwea s Wow of Safety', NnMy stow.. Po ) lm P.11* S ny.annd 15 *Adm o . pmWmu n w bT W ntarde (2. cix aas.uuu, 1222500, Sabn. 0) a. PM) ilm ypby I. rpo lr paMetlw m.aad I�Mnw wrararrl a Y4 ga.ML 111 Kp nmY� abra wunei wn for condoms a i«,.tlen W b dl.lurts4 cant* 1M area N.p.slo, .IN q. PFYm. Cron y 12`)` RWOmlen of cum, .u.m drama, and 51292,. 01 sae 90.11 be ampbna prior b mean. darting F man., area by sear. IA) YalpWq of mNMd SI IA eraM artl MbM1 piN Y nalmm pb .0. doll. Rma. art .H.ual1, to m mast Po a ott . e"�. p1 a� IS) down .kraut u:.rm.n wma.bn of ae harrow Pao* TMga Dfilm. At Wag .e lrarr ad5.eae wmwlwr b la) luty sood. ren yUs roadway Wt .rMba mad* amebae. Nona Mmes.. In 011 minion a Av. Carib I4pbwy p.wnm.nt. enoti 11.1 Nara gg aMarobam pa w sitlone MM net wool. by nib. IM Y Camay eP el wmonont bop any RmFV Cash men * 30 25 20 56 +00 ) 1)er oOtre.inr xii w,1 oappmlbia for adfWp to as nes preleetion memunn required by the Y Geantater'n Coap., OMlnanem 004 Stand. Spec110011 s. This sin Cludo o1l Tree aamicoesA Raul Prurbg and Tee Trimming. Tbeu 'near? are regWrcS sable al specre.0 'l 11)1, of Work,- 110 50 We Induct Al areas Moan the I Iistm and g F, Soot Prask r. 5 , .tare «park a is 7109 r «6 S. d ,5b by mender arm 2)�T�mL Trbm�9 and Root PanFq Bona anocNledppMuuU thl. pro7ul .Pdrobwe done by x under Uv Wkeel wparNVim of m InlamUmoi Society of Arboriculture (ISA) Donated D :.:IrI ailsgerepaaill' 47711 by Ue o Nipgctm 1prka FT cammmaemeel of wort tra∎R lAlr of Owvarie C"hi: Ord 'or7 and nS71n l $ec1 924 01) 4)Pdm m Rtld Marges lakbq goo., It lroipl be lFe cmbaclwe re paelbUty b nWev Ue polen�olalnpaob b axblNq trees sob nY arUAW wbviet, me Fduda any and AI 57 +00 58 +00 59 +00 prbr to knpie liewlallle°ir a°ona e:write F his prap0* to modify the approved Belo. ik. 111)1. anglneulg Repres.nta110 must approve my Mange. m One approrod deoim 5) lbw cmtroator Mol awq war apes Ilan m 20010on asf1100.s .henewr rselble .61* Ue •111121 Root Zone. al my misting bee 0.A, under the df0Ms /amopy). 6) Muni ea2natrucIlen octIMNV moat lmf211001 d to lovi far animeotenevd°tperro„ d of 00. ea0'.'2wtln Iso., I°fs 0O0iccA t0I 51,0A el` Mown on Sheol H. q Vxtm Mm 4nmll and maUtdn sty approved tree bwlmtleo as 7)Tr. em400[m eha6 coadlnat, sill the 01tYe repreeontative, Tm Kurtz O (717) 502 -4707, to obtain appro. N 220005 Cl my and ag work within 2. 011110 fool ions of mY ede/F9 lee. 090 4 24 p. 92% DRAWINGS CRP OP 01110 D EA'yuOma ENGINEERING DEPARTMENT 100 A Myrtle Ass DlwweW. PI SWIM WATER TREATMENT PLANT NO. 2 — CONTRACT #3: RAW WATER TRANSMISSION MAIN EXPANSION PROJECT NURSEY ROAD (05474) PLAN AND PROFILE (STA. 54 +80 TO STA. 59 +80) 029 URSto, drban tat �..2 _ Dolt 000 nso 201E0E4 az a /y /12 100028 111111 - 11111 - - - - - - - 11111 11611 1111 IN s r— N 1111 — NM MI MI — — - - — ND NM H 038 NW CROWING 5 4 +, CREW 1 S S URA tY 1ME PFntliMim w Et • v JKS&TNEw Q`a'iklFhii� .. Y/J: TC7 /yi/ Tat' R mNV � i tOlo Rw /- Dar IATTN •+c.- IEffSAli64Lt° �= ...._— 3S. ' - y.•._______._...+O -g- 61 NEO..._ Roo AM CAT g GRAPHIC SCALE 1500 PROl0CSfk! RE ORMACIM R41 M ROR0t PSI RWOMC 10 41 WM W. MAW PROWNON WSW. Wawa VT Tiff NTT fr OWNWERS 4L 1R¢ MeepM ROOT 0100 40 WNW TION mammon. 4E maw .RM mg smarm M m Ivan r saw NEW NO Iwo ATM WOW ICS COWS ALL Ma �� . Cr TermoOME man v A'MOROR1uE (OU O9OA110 AMWNEr. EMT PRUNING w,�wrc Meow® Ron 0AAM6 ra060 FIMR OR AS WNW c lR1 WI OF ePOIACCIMI CM. OMAN. NM MM., aescmoa WNW To FWD criews TRW WM WU. RI DE COMAbM'i 115210NORANT 10 MAW TN rMAW& RRA.10 CROWN TWO VRIT = M .AWNS! WO M1c1 MY ARO 10 INC crr^N`RV. M INSON PO R .o1OO"WT"a1°M+ Off' VW wow 5.461!`4 v"'! TEN To pRooicT Ratio: 9QA'A4K COM NO SO E11.4i1:MFD HtA .. TOM M ACNE WCIINM M Y 10® FOR UNE M rlm¢M Mall 1oRSMICra1 WWII TO ROWED Ac um M !AM s1Y ITON f CAANO1 MMARCO M! M MIT WE OR CRARRTS WINNOW TRW NTT AMER R'.ASA NOO P.MA Aq �AVwsMAm1 AT 717- 6.2 -03). ASW4ti?A.001 oNCR. LL NIS NOM M`®N/LLY a aV11MC1O1 eWMlmSS Y06! RARE[ M mmoR, b 25 Y SM-PV My -11.m Y Sul -r4+: IRirv1RSAL 2O 0WO -CAN 921 623+00 624+00 0 20' 40' SEAM 1' 20' +ORl. SCOW 1'd' VER0, RE133 ENGINE OWSWOWN. 1.03.1 Room - RD ORA rae.a um. wR 9:900 MN2SO. A: 900 0RAW6OS �� REVISION RIM 9/31/11 Rut 9 /9/11 CRT or c1E NORMA SSCIPOWNW0 000.5 DHPANTIRNT 100 0,00 MR. fl SOW WATER TREATMENT PLANT NO. 2 - CONTRACT #3: RAW WATER TRANSMISSION MAIN EXPANSION PROJECT WELL #208 AND LAEEVIEW RD PLAN AND PROFILE (STA 820 +00 TO STA. 624 +40) 099 en mann own mum lInc 039 A 8W IR0 10 7 MWR.0.CAP a --- - - - - -- "Ma. , Ara NW OREL PIT ___ I 2I«2IWNU ,, avWm MME OA1MPROV®) ArAWM. WAVA'Sa�J�(.., -- - " - If1M,..G.c f4 LA E 6WfD riipp .ar - .. .., it .e. Ir i rL - n\\., .. _. , I 74 m rt°.Y a`@ TRW COLL ) v O 1111 DEWS IO.I. oat, - • IIRAPIQC SCALE � I xT�20M1 TREE PROTECTION M � TM .110066 TO PL lab MAOsrre aTN ammo's I WtO NrNOMO Oacr.noM1 n4 YLL omWO. .u, IPIONn TOOT MONO NM me IMMO. Was WmOMwmtto ,am o MOW MO NIL PAM N011m PAL WEN Vmt M ONaMOt NO/YI mN!®IIMCIOR STA . OM M PAOt MUM W M. NO MENICILL MVO WILL EC dR CYY OPI PMde of Mmwnaw. IOamY aF AmTOCAM May Canna AMMO. 500T PRIININC na maw= bl. INN M.WNW MMramIM m015}_ Tuaman COCOA alMPM NN a woo. TOP 01000410,6 TOM tEPIE TOM WPM OO ITOrM m T CPT SVmTM MM[UWIOIfdOa WAXY MT POMP, Mint TO MO OVNm Oms nAEL SM L CP MOM- YMR O) RAM 01▪ 61110 MP PM Its eLOi5D MORD MO MOWN MY 0M AV. IQ m® tla116 PECINMOM icucolm Ma aOtm. 10 NM PRE. MT T AMEND WPM TO T � �OI MCC mNMWOOOCM Of ON COO. M0a' IPM N IMMO In WE 2M X501 MAP M▪ EMO. POMell TO Comm DM NE M. a DP rwrm'ac MOP TO 0aaaaaM CMOs A MISTY V PAM▪ Na aMUTT= MVP GMT. 1,5 Can PPG= POMPICIL a m'm0Si100AM Me Txt cwrtVISAS Nn.161 Of ow Tam AMMWmr.Ml AT 77T-w-037. INPa tr Or rrri W aaWa ET rm M rall FOR IImMnn OF a. dIl..OW " I RCA 020+00 W 020+00 020.00 SfN.E: 1,2O' HOWL REISSS ENGINEERING, .� INC. me RECORD OIL. DS NTT N n•.stATIR TWINS ENGINEERING DEPARTMENT um a u2.W A.. N..rve nWas REVISION WATER TREATMENT PLANT NO. 2 - CONTRACT #a RAW WATER TRANSMISSION MAIN EXPANSION PROJECT WELL #209 AND LAKEVIEW RD PLAN AND PROFILE (STA 624 +40 TO STA. 629 +40) COO — r— r 1 1 all r MN M r r— - - - - — — M r r I— a— ■D MI MI all r-- r M r- 1 I\ 1. w Fs pilys 5551•' 1 90i 2CB ......01. i; M r.) �u"n . , `'Z' ^ 1" w \ su j. �' N 040 4i i4 \\ poi (tr • nw GRAPHIC SCALE r.�o �.� I' t Mk wNO v.aYO _ _ BEE RROTECTON mpo•�..., WEILNO 4 Ima Mw AO v ae MZS 15501140 ,5 ACOMAINIS PA MOWN 1IAN An MOM LAI Of soNV 14.100AalarOa M. MN OR 50515 500450r5 “05, �nnal.' )Ili N. mil• •._._.. \I. Ill \ �'p� F pp _ `1 11 I '— - ` \ J - 1 ' ' a""6o6 r" aauri :=1Vrtap0aaro as VI. .o. MmM11a1N OM IQ xY0x1YM 057 mrMlm omen An ROOT PRUNING e M <MINIVAN 1 NA OnM WI RtIYIIm550440,0 00057 MooNn PA OIL . 011 M AM COT OFgp. ��.y� ewCEo rt G awl MYS CO. O Na � ��m OMAN m M a M NMeaa rO;rxx --�'*M� ma aw+m VINO wxs rt ru z M \ -_ NMnf ,• ��qT_ \� d 1 e (v a 10011. ®m M MPIOI MAN MDR A�MNMYY a MOM AT Y n.��.M+_ _. s 10 M.MIV Burt flT a IN 1 oo. MO CAM 010 P TPVil vut - " Z" 0` y 1� _- ^."---- (1M.Naaml 0455 OM DV. fir \ ••� = -- M '""'.MIN MN a4 CM MO00144 NUrNao..IdiP M.MWN I. IOM MOM - '� 3"� 1 - Mi06lm'RC60X MF T6,C TM V v - -vI: —PM n•R 011 i SIMIAN RC.. .1.11 VAR OM MMMOM. VAN oa.r w' --r v;a _ A, r\ M . �v- "011 .. � 0004 a0Nacr mom M..naE r ' r "/' • Nx wlucr m ar— rt w �I on rAM Man ml7 wur .xwrzT x Sri PAM MOO IMNe4Imr Al rA -00004. /MI O L 1-7:4:Z..4 On) I itF . l \ ..._.�.. -�..— 9 _� ._ .. _s$ T _. _ _ _ _ _ _ 'eyr aI Tt00aR. rI4 0 a10•i�e � §), S -- r a -$ 410. _ -- I9°aolaMl., � la. Mn VON dCOM,.a.la�,loa AM mom"a""°'aan Mau NOT lucae MI evaauooM Or I} S ze ' L_J 5555` M.a �. t urc 007 mum •• � I �.._ .... MtIA ` 555, 5 IV .W._• ., ofiglii =J 1 Yg9JRM..ae1 .._ _ ._ w.P 5__555. .. ...__ mexn uw Mow...._. 5555._ 5555_.__ VIxaU1.88 y...or+a aw 040410 r 5'0•4505.50 ,- ant FM R. 0- , 1. - " —__ i_ • -_ __. 5555_ .. .......- .. 555_5_ _.. __. fi • 00 631 +00 832+00 Q 6,7' SOM } l0' v��• KALE 1505. YOU. lip RE.199 s-WW1 ERING,e= 1991 p.m .11.16 on NA mom now l00050 NA 00$ '�4. arc or aw.n.I5 MAMA WATER TREATMENT PLANT NO. 2 - CONTRACT $3: RAW EATER TRANSMISSION MAIN EXPANSION PROJECT WELL #20B AND LAREVIEW RD PLAN AND PROFILE (STA. 629 +40 TO ETA. 632 +00) -x550.. sse 50 . rlex °`" w1s0e4 a 1 /lz ' MY �,* • .1 sxo ESwc IS' o.. -fr,r 5. 55540 I1. o �1a10U6 +N.1 'a'�m+rl 'a'M`040 ea0x ORNNMO} RIN IMO 04 .5,,0 „�, ,,. • 1 0.100 rnwwm+•uu¢u va•v .+.. wt NeOx DPAWNG6 WI s /e/u / Averm • T 0616° 14."' . Gaze Man ma. I..•a lc,M0 514 1EYa100 n --ME4 ¢- a S r— UR MI M— ■r INs --- r— r— r NI 1— wmvry YAW!<4E § -- Ima.xt. /e N r_ , ' .- _- - .fw ®odz LAME 1 (sW 2.15.73 a mW0n 'L I w' J 01015.TV, Rue �/ fg O a46— — W ■m"�. Ian I(V - -_ nK Kvr coal. ✓`� i- aa.I I I 3 I ! r ea P K L ,..IIII • la! j Y YN_+X0.E IIII. .iM Do C 1' , tit x�num " J 1mwD +---- -F^- -�-- ArAllf / ` „� E_len "'--4 a�� I�!OLES PVE aoxe asp {. +�� t s —� "" ti '' e r r 11 —_..� '..:... -` np- Ivy r4W li t I L w,� ~�— __� wFM —N. - - -n ; — y �_ 1�jLl D —a_ s , .� - 1, i�� rts • - IIII %' �r � "x,�a'' �i �_ s' a - 'I'_ —_�_ fad �� fT f 3 1 II II,.._. _.!-_ __ I ,�f.'^ zv I�I�J'� —7” �`^ -�^�' C'�',u p °l, ,11 DANK 4r P it as mm wow, isrr ,* Itr.�7�•.- „- ,Tt-Il�^�>— • i1A�Y (� y ) �. u IIII , ' w:lr.01( X61441 CDUNE ME coNNENSTION ) NNw4 .rho mew Meal. 'yA) peace.. aerb art mnply Al 'Wile -fey wblarLS .II NI ergo -.(. u'.X10 MS, s lee ,rr.>°� DI°�`wi `a'';�a~�. - fl+ /+f,( r �tat,4u,l .r a .r goo Dvz ar ac°Pmpp°o pi= .,•�_ j� �_�1 �- °c — ow �� nrrl aaN4 - / / mul v rw.iw (0)ITi 1 -,.sL_..^ ^_Inver .r.” 3.5 RT wry, ,flp/ � .'.wmt i, le Nr ENO : _ ' _ .I .:. rr Rae P ,� j w ,4r m "w Mi I�tY.BI B' MW M1 I d/ NOTES Crnpeclln ,a N l aenpy a4 .."7.2;6717.3 (t0od. era Oa. ne orM1 e, daV Man-up by Yoe mnDorcUan Melt h. nolmw per MOT Index }304. W WMa mp Ne aya-al -ray fl b ea iO A nmawm dem* end wa0eD IS) °e .N.l Won b clued Mglot t Me OM Me ROT'NCOdey Pan P.A.* n MaW a...4 Penn.* a,WNen N ereaetl b Se prwYme of w Tr* Solely Act (q RO A., free. w13.d0 a. S.4) New mocked b b awenfes ewe web referenced l w state M Re* UDR. A mmnedrtbu Manual q .DIP eM .... MmFwwm .....la Saleb 5.5...e W Nn ReceWen Tir.5.4 WEpwl IR .i. don air* . le) N'y Pea a, d U. rwdeey nut on.. Ts the do* Areprmnl. grim to Ian n . u e+ >a. t/ C a,•''° Fi E.� l: z� Pp o NOR �r ="� -� -Wym.. E 79 PMU qr .III' ((a to f / MNn pmWbn ar W PMm carp rem. gNWOn. Al Neel Ill hour or* aeNIMDn we* cone** rated area, b w cf.. a Pl.. County Rohn.' ItepadnoriN a PMbe w I IIII 1 N 1 5) C and ) Sots mdry� n AV ...Dr and emebuctlen Duel emdern mbman .fleas eel h Roe. County Wed ad /w eluraUen aM nwNbrus prowl Mr,M a maNrw apetllW pp {hay IYwMwr! ■ b. wwuW al mr4aaar or= a ....am ad Mon T.D. fr..'eraY eeWUmrb. ri) 0. M dltem WWI. cyclone. I !Iran. and N moo.. cola w w hmeMar ate w Hnegee County W b Hallow. eN bre pN emeatlae eha M ear .1% cope el I'eseerrent aeno ay Mr.. care. mNrakad Barrladr OKA b te ermrMDe aril a 3. O.a,Un. Twuparto.s a 'Merl a *Penn r Co.. IM,we' and Idphe. Dapaimwl at 154-1100 rn emae o. wMNnl a TrawerNNa-e 'Rea.. cowl 1bN% Orion StanDade' In* BOO sow* dN Q e). ,Y,1 Reel* or an, err,, artee.e ed ..Donau el ...ell be oz.* RID b neon. awtlnq N meow two by cam p. Valli N b be 33*.! a all Umm. aNM laver Wwndraa mM be removed OW ...ed. Sew.. on o be remnomrcbd Ohre three (3) dap air * *. mnr- ndoland ale F npwd -u. Mao b canoed oRh army. d When ea *, old .ak N m.o., N N b b me..d b w neon. JaE IL aawpa giuea mvbr,airF mseag a e **at m dd ...bm N b ram.d Vem )ab ate *tat Nod. el .... b b 5 ___ -@j 1 - IIII_. f 1 1 -_ -IIII. _... .__ IIII ____ _IIII.._ IIII_ —. -- _ IIII..... _IIII_ ___ IIII _IIII... _ _IIII...._ Aw l4aY r4re3� I� 35 1 ......... -'-- F _ IIII 'I IIII j-_ IIII. IIII. .---IIII_ IIII.... -- .... ,ow P IIII.. __. IIII r a IIII. _c.p.Vm IIII... -- ' -IIII .__.._......_. 30 I .- "" '_ _IIII.. ___.I il.._avtt Sant ...... q_P:4 _IIII...--- IIII__ —. IIII_. .._..... \�I�'� q��1911 �Iw ■��yy 13pmi��c y I — IIII. D__..- -- IIII... _ _ _ -_ - IIII._._ ........ 30 25 IIII. ,. + _IIII.._._ _IIII... ........__. IIII..._ 5 20 15 M�� .. IIII_. �1 IIII... _ �� III ■ _ ��___.. �� i� IIII ��MI _• ��1� '.. I ._. 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Lott trm Wye'll7lwr mnerrm F Ne'°"" to maaoy "....'"d "'II' 1M dl /. 'I'M". ".r..." M mud gpror my ch.ee to Me'.. rtl anelgn Sd lE 1'�2a' NORQ. e, Roo.' Ia byand to tree y o yy on ctor.lciln of cow o mqe' 0 ' iq' Include on Tree Balwdm. Raul PrvnYw and Tree Trimming. Sue rraapWulranmN are Ned Rion the msdned 'Untie a Work,- of via OE Incude tll revs else the 3)llry contractor Mal awitl any op toner fbuetbn actlNUaa whenever VumWe within Na 'poke Root tare' of .y wlvUnq free Cl .e., under the drlpllne /cmapy} Cmtraala and//or hb Suboantroclar•a elope, aae a pmk qquulpmet, nit 0. q n. by and OAC 2* Ct... pal. acIMtlo tole. due .oboe Ue 0w 0.1 0! etaeegqee R walla, rnMFry, racT 4 p44 noonyy4 mat. *0. etc Y)An Tno Trhanlnq and Roal prvnNq dad amodakd dN Mw prolecl rSl be dw. by a under the Erect mprMa. of on Intrnatl.a SocNly el Arboriculture (ISA) GAlfll 6) O ar *est n atilt.. aro enUClpaled b Imt for . mlm0e0 Drldtl of Ume nor mill. Use, Ne conV.la elan Nabg and maNtan tlty rowvwd free bartkadn m SLUE: I -�6' 4FRT. s,eet 34. on ArbarlsL oho. a J)The c.Vactw NI flog� x32 tpaNt dlmnrapmM root guts per the ap9ptwa.d p.e a Is nquYYed by Me dty of dearctera Cedes, wdlmm. al Standard SpWn.U.x ]) TN =rotor shall ccadlnab .im the rnyrn r.remntelM. ikn Kurtz • (Ti)) 582-4]3], to abtoln owmva In meenn a my and all oak vlNh the awcd root z.v of iheee a li mat he , TEEN . l e µ it l Ee Y N e a c n t i ry c ( m e m0Delonty to f l e w t h e Al node peM tt eab4Ng Dees M1N e,0ned ob... and NWde Ony and al my.401200 we. 4)Paw N f Mw.v IdeN /� day Dno �R ��`a�+a:iwr�aD vii�Y/ Ult:iir vac P 71 -ad boo DRAwwas a r mr DPP` DEPA nswN I' _IIII , Yw.- `°^^�^ BEpAxr)ma E .' I. s MJaN AO. �,` IDrw.w, n:,,,, - li' ' - -' x -pmNaR WATER TREATMENT PLANT NO. 2 - CONTRACT #3: RAW WATER TRANSMISSION MAIN EXPANSION PROJECT S. HERCULES AVENUE PLAN AND PROFILE (STA. 103 +40 TO STA. 109 +40) ""°` c3B "°"°°" 'W, I�w �leae a /O° .'""IRS tom. a. 1°'!OI?OOB4 a NH aaNO llfd m I*40 B. N40 DRAMTNCS AS S/BI /f1 AS raerc, nom �- warms `�'^"°. 2BOX 0MM8NIS 3/31/1 REM. px- r— UR MI M— ■r INs --- r— r— r NI 1— �s �r I i- MI = OM MN OM i M - -- MI r r MN u n Y W I 1 sr Imam or Nal. Inv/ me WTI 4 iP aaM ,r aC Wn It MC PhD e 9'I GRnSSING i4 ClOO It WRAP NOw i—I PLAN Svu: ,•_s•.a- SIC MO= ,r .r eew afil. IC q We WA. (p u w eao Wqu tr er oa W6w comet. aeeau PIPE SUPPORT 0 DETAIL � NIS N 52 ,a• uw (Rr) SECTION A60a ORAVCNCS OM OP cxwWST nmm. e]IGMBSNaa OEP2RGIDIT og Clearwa n'snro WATER TREATMENT PLANT NO. 2 — CONTRACT #3: RAW WATER TRANSMISSION MAIN EXPANSION PROJECT BRIDGE CROSS AT HERCULES AVENUE 9 8 -!- MN I -- - N MI I r MI MB r N I t '''''''r :. :'.. i; !I! ". .5:. 6 \ mho r 60�rpmw 1� EOENVILI.E BDIVI ION \ PB 35, rIG�9 (. L- y_.- ...... _. tr Ivc a e �e m 16 sip u� �n o-ns I J c.aT : .LL.l ... ) x 1 .. wore a a `� "" N.t ®,. �� pr _ I r a prNWe 8 r . EDENVILLE S = DIVISION S1"�": r- PB 35, -G 97 ."�iOP . FYI p Aai. m4 ra of p u m� i r N .Aida ' i16�..al.ao 15.005 ARK r °V.�e' w• N 'L�- sw--- -' _ �� w -Woe, (Wi ous. Gl I'9tl^ )/u• ,__ .:._. ` F,lyii 9•�" a -x yi 1 -sw-p _ jam.,...., IV+w�wR- .Iw�wr ,. _. I�� .� x) IA.�nee �� - say aw® ..... ( �� rum c M11....✓ ^ I I'�e ��nv�� - 111 1 aan - - �Jr� RP. _sue", yf'd �ree�br L 1De+co DRUID ROAD {s+ao teed^^ ►IC�m $:'•.. epaN Cme --4 la-10740D- -•M 05 15.144 2.10 5r I Ir OE DM WSW • PI ,Y -.�.,. �"� ■ -_. � :6606r0 DRUID ROAD p 1 : .. ry /I'�� Alr ... _ -.•g,. - I�i�i►'� - muipi - -5 .el -- -'-' f1 7 .. mxnme m+uF `, ai �� {�-5 'wed -mw I C51) FOR 111:11140 6 .01 .n11 -el -wy WI w 0 Wood m ,M prn.iemnr N.aen Io.YMlbn naYaaranea pus 5....' r Mne Imo aWSlpp. aarwye od gswmeM N roads, m OF NI611e0 ampwlM FwrNM +M b V4 sy.wns. silo°. a p p SUNNPY •K OWE ua IY a - - _pay -:_ _ 1_ ,. i' /(� R ��, t Imo'" .. �- us _ _we- - ms v8n - mew,. s--- -x 6w x Mx• '' .1 o. • L.' UNDI`tISICdN ^� __ /]0e. PPM). rob al ilarlae YIWIs Ceul' Ise n'e •Yan0 1 al Y0Nwm a6p eawgn m b naa.weld v ' ® SEE OMR. FOP demo rgl6� .t aN .Z5 ient al esf-6.0 n.e, rt..t ol 41.Sol -.w. e (n) °ay ;,Ip "". 1 E SUBDIVISION r-vp (;I»• •, . .._ __ m OOi at mNnram aeMq and wtlbd. d 6a Ter. t rnaq i ((dPyealIeeee aer,es. 8.otbn 6e6.00 w seal std ratil (m C{R s.Nw li s.a0, NNpwi 6) aMN Pm6 nro 0 6p I. NWNW, eon.. uas baps Nu. Oa PN4a r we obu w aangwm pna. 0.........0 NarW,p n mead. arw ,lM -N-vy Nep w 0owap12 NN owner. m dye ad eenm moo ea .0. ham toe m mq. 5o. ad eRruw eouWrr 9aewN Owe PIplvpad ryrt-al I 6A bW LN W P1w1tla pemrNwl 6) Eta and 6t sal. Pdwdu+ °>( rw�m,. r- 4.In• ..! 11 t 4' I ED 4,1/1 LE a/w mxslwer 01 mores. •• •' ramp dSaured q Pit cenWUOlon .I. be r.plaeed per FM LWn aM..rwr r°., sW Ur. r Tbsaey zr, Pn..- -mow v,. 0... �ry a bDatlwu eW b N auadpwe aN pmatlw. rMenrcd N Ne mat wren b is .Nmp 500.15 M down b P.O. 16rJmun Teapq F,eWem7 rghanwla. of iravyva05.• lmaw ad Trams 11.1. m,dar.w• ewe t00 0.. e• N sae ,*.d uu us US. P... M Tm006 60 demo 0 m w INnb=d R t." am e. a.G6 O.. a .00.d. mr I.0 . no a* to m.n in 6aammabpra 0.000 Ta em (lad.. 0.. w.) C ,.atf ) aGm"OL60n ro aE a ) w. e4,:naxwmn 1.W. '''" -aa Sebb M. Sine and/or wneuldbM aPUOtlwn „)pe 1111 Yeiro llk .0=0.10.01 ma Mpbq 0epr ifl.eelamm� a A °O^a14dr• mow IS)'" 6.. 11' olfe4 y �i neeq dale as pot of dory dean-ap. 16) No Wwt Noe b de. Nasal ..Mw Ma W Aueed. i riA b le) Pry moon re tw Watley Nat eunirs elfpe w ^Paso al :rot Cgny 1. UMIy Naaanaabw ma wre Pt en= rwd.¢r by wme Va... w ©©� S Y� a spa .. '. Y pain.. nr IM RMw .. mom rommUrr mold damson N e manrr ep TM py PMW „ eM na, aaar anM - Tn. N Ib H.�y dos 01.1 . Y Nert w Wady dawn,^ *lion apNwn d P.a. Caine 11151, 5.... IMmM,vaL oe 504% Npp uy F514.• Guy mbel,ed .�____ fir. _.. ___! ... ...... _ .. -_.... 1111111=11111111111111111H�6D _ _......_ . -.... ...._ ...__.... _ .. _..__.1 _.._. ...___. ..... ......... ........_ __.- ._._._..._.. . _. 11111111111111 III _ 60 55 I I 50 I 1 f 1 sm.,. (pu.. 7 50 IMIIL �_ ../ ._ ....._ . ?. ...... - cslx ..... ___ _ .. _...._ __ _ Y -. .. _..... .. 40 ....... ..- .- _._____._. illiMMINI111111111MMUM VIII .".w'7 MIIIIIIIMININIIM_ OBI. 35 _..._.. ® - ._....... __........_.__ _....._.... - - "} ".__- _.�-- -.._ , �-....__......_ 35 9 11 y r a,.lMI� Ra. .. -. .__.. j. 1111111=111111111111e. .. • ..___ ___ _ - . .:.. 25 i 25 194 +00 195 +00 196 +00 197 +00 198 +00 199 +00 a zo' p• 1}' P001000INM 6)6 p; sea 4ca yol07.0 mwurb N Ma 4^7^^01 to readily the oplrauxa detlpr, The Cile. EnelnarNU Reprwanwlive must apps. onY Nmgw to the approaed design SCALE: 1. 20' NORR. 1) n nbpePor "e e., et, rod b ae the pro 06. a 16 01. ei iN qtr d . op01104 040. Ormnonep ana SbnaaN uderoil are. Tre a prlor w 1 00 .NOW^ of .old Mpnga p Dr•nNg TammNg lsw dye dd r1Uln Me epwi62 'lhnib 01 Worly' lit all also Include d aroas ahem Ne 5)1nF tonWelom entll oMd my ^yen vawwtlane a t0nelfuctipn actiNUea anenever poaeWe aINN Ne •Gllkol Rant Zona' of way nbWO 41111 (I.e.. under the MpMe /canopy). Noll ow reioFemenb _ In d W. MI Trod r hie S b RoM e. ore taha C11 T. or and /or on Heat Pranlw'..to a afore w park Uwrt pmnl, m01Web. 01.7 or nder' . Cmalnonm octM(b. andl olar I.. lee Ira a /w aluaww / oe Mitlee, aenmer a Pb.. Alum lerblq eh. Z)MI T. Trnnm ng and Rml Prwnp awns associated with Nb pro)oel on be Owae ey > undw Na direct aprNrp of m InbmatlmN smaq or PrbataaMn (lSA) Cwtlad 6)Nh. onn.WClbn blMUb an ...led for an entenEd period al time .0'02= 4wy 1hp emGOClor .h011 Inalal and molnldn City approved try OaMwtlb p SGLLf. I• -Y Wtf. J)01.00. Naen o0 5n0r ool m caontrpetw dl 609 or point otl 4dped root pwNp, Der IM1S approved pba w o. Wound oDY N. qlY of georanta'e Cd.n pdfnonod and Slanara sPetlflcaUm.. T)Tne tOnUaeW Nell coordinate din the Gt /5 repreepwUVq ten Kurtz O (YiT) 962-4737. to abbe oppwvM in dwnb o/ any and a0 wort NWn the wllkdl moot zone of Thew Ilnw magi bn N6peut'le�a ana 0 mod ey the qty Nmeplw 4br Ne comm .. tOo 0 my 4unF0. any v.tep 4w. 4)Prlw to Mle Nangee iOM 4000, 4t aN ne m. mnVOCtOf. re.pantlbnir m rMS Inn patenlbi Ynpath to ..I.iMe bees with me carp d arnorbl, nd laduae any and 6 ■�\ �..,.,......,.........h.._. n ^. , y� OM OR6WINp$ , • CEN W 01LWndR ^^land ,t .,.1 „) ��p� IMPARTER I *..n. `k,,a �; too s M . M. a 1).-. ,, n 30/66 nrS° WATER TREATMENT PLANT N0. 2 - CONTRACT #3: RAW WATER TRANSMISSION MAIN EXPANSION PROJECT DRUID ROAD PLAN AND PROFILE (STA 193 +80 TO STA. 199+80) �� ono .• LW004 w won n �°'°')ozooe e: 605 0610. = JRS spa /Ix " awed, �,,, moo- r am pn�l aar.va Wd.IG /Yw .,. rA day OWN= ,. s „ am f.m waaa.w..ePae ..s - (9005100 cat -!- MN I -- - N MI I r MI MB r N I In NM Mr I r s IN ND NS 1 MN I -- r— 1 r MI GRAPHIC SCALE NUT) 1M�RM1 TREE PDO1EC'IION om• en. ROAM ammo lir me ay or arM0.00011 0110“ COODDROS oworno SIOOOATONS. WO ILL 111.111. AM. 0111M ...00.013, ROOT MONO ANS 7aS IMMO OM 109.QRIn N9 ROMEO OM M Om0'I.On O.00• NV W. AREAS NI I d! 110.100 All, 00▪ 0. N9 OR. MOM OM MOON. Ono GO IMMO MO RRnm CR 0091 R OR MI i TO IRO= AMMON Or PA amrumw. MEW Cr NNWa..1P. 0W MOM xa.R. RM1T PR1WMG AMMO FLOOFGAWS-PM0X00-1T CST Ci 1 M IN° R MO AMMO orr MOM= MOOR TO M meRImFR O NM RM FORM. Pwm VMS NAM R OIL MM 900 CR®CllOdr R Road M MOM NNR. TO I MR MS moo= MOO= NR MUM NR MO ,WSwoNm n�.wrMmlpMORO NM MAW- TO N1f� Clt b R CIO= PIRG ROOM aINORI onsonto mOOSOOL CM IVAcCOO TO DAMN, I.Ae06M9 IOU DO Mo. w CM MI= ROOM MOOR PLUM miidn`xfO METR IF WET rmnsra RGeoe.o.v MODO w 1014 R>r . ccomorruotlet.y. minuenn CO Mrs MOST P.m • FOR CoaRRGOOO OF Gf PILLS S S s 3c 604+-071 995400 A RECORD DRAWINGS ARAVII 0:00% DRAWINGS RCM 9p1/10 0. 609 OMWN00 KAI 0/9/10 CRT Or cw0.101ER R092L ERGR0 1 MARTENS 100 L 10 WON WATER TREATMENT PLANT NO. 2 — CONTRACT #3: RAW WATER TRANSMISSION MAIN EXPANSION PROJECT WELL #83 PLAN AND PROFILE (STA. 883+20 TO STA. 886 +80) O ao' 40. o S' G' REISv SENGINEERING, ��I: 6 2 0 FOR CONrWAMON - BEE DRAM] C89 STA e20410b00 1321.FpS. E 42 011069:00 .15 PwAOT MOO Para M�il�n M DAM/017 Pt STA E201-13.12 OREM 6T STA 2211+ 1G 1321 e42 VYERAIO OROBBNOI PL 013 tr. 0108 YIN Of. a. .iYfe =��.4° a wsOlvag ��ceMRae . eba3deio --t FOC cc 0671 TREE PNYIEQUSEI ec came. mourn mama. flff 0/9m1 A co we ponoci. mums mopiuu. ericLIN0 NO coconai°mu its ainaae Tac 110•00 ReupplM .lR 1y®M® CAN IC mace WTI Of =eV co Imo Al110 MOLY All /00.9 M = moo mix ea IOi�[ mown. amine • 11101M0 NO I ORR van M O m crOOMM41 OF AsamMo NMI 01111010 m mar 6 NOaOAAN 000 exam Memo ROOT PRUNING comme1M nLL MN M Noe ILL MO= NOT ?RCM Pie MMM. MN0 ON N= MO m M-011-OF K MM. CO NOM R MwMY 00. 01 PRIOR Oaecco mO of NN ROOF P.M TOM MA�t!£It VAL EM ce cero IUD ese A RCM 110 COMM Wm 10 IL I C COO, TO MAeaN1 Way= Y M NO M. A IMMYM Nem= waft M 1010.p.IomaR ION NAM[ MD OOO[. A M AMMO 010101 rim To MININCION OP NOM A,w10 Maumee a emcee Pm LN a Mode Mme NC 141.Aee. A COMM Vm ON LOW ON MN NeemML YYe 1141. M lommi oNY,Y M mom N.®CN eMnTWO N0000 =MOM noLfMIBINNA RCM% MYaCAR M OM MM. n01QIaE OM MAYARAM. ROW OrNTACTII1My, 10101 WM. FOR iCONTNUATON BEE O AWNO C80 MINTS MON NknNNLY art 52/5/911 MCA ovamog EMT IscAlom No MOM= ORALS ® REISSS ENGINEERING, INC. ..u111 WIMPS It IDS CORO DIAWOJOS a eox k Sax 0 nit s /e /I2 Cl? DI maNee6O PIDe01 mamma mamma. ma a. RMO. A.. Cwwl.r, n WOO WATER TREATMENT PLANT NO. 2 — CONTRACT 0: RAW WATER TRANSMISSION MAIN EXPANSION PROJECT WELL 02 PLAN AND PROFILE (STA820 +00 TO STA 824 +40) Ce 60012060 ''''102005 .'"171/12 ...106 3MA °"°"maui MONO Oa tem non sal ertT I r-- all MI r err - N r rNMI -- r r- r - - — NI r— r— all NS I— r* I — — - 091 / •L11.,y5 A Q� /I 0 .41y>s 4 14 6 0 o MATCH -IE STA. 833+40 - BEE DRAWNO C8e 0 pp GRAPHIC SCALE lam n'RAt 3 r;-- ;'�;•s4600 00000 A \ f \ Im N WELL WEE CONTRACT) \ FB WETLAND 3 01016,1„\\` wx Ode \00 a5ao o imam. eu. � �$ -- 11.1 ZmQ 1.: mN6 IREE PROIECRCN Me 2,110 6f0+10K 0600 NI 501*1010 *011R 0107101104 MGM= WM. Or 10 OTT or 170/0100 ORM 0009 MO MONO 200107100 %WA= Err 60600/66/ PAO 10106610 03 6�1601 M00100 MM014. 00101100011 ROM ATM 0 FOR 01001047. 0 ▪ 00 000 010/10 /0 a¢ 61001 M0 war 01610 p016102,1) °"6000161 T 111001 10 01 004 Or 01 OMROR mamma. sett a Mocromo 61000) MOM 000 SCOT W8082 001000 10 RIO CO PM0 ILL 02010 IOW 066010 016 ®0 MOM 11010 /01110010001E 0120r_ 01711007 41 6 0001111 10010000 11.140 6m 1AMMO 10101 86 TO M 0000161106 6 Mr 01400 IWO 10 MO 101017 TOM 100. 6 OIL atM 0070 007 01010100 10 600 M 1016010 WON m TOM 011 M 0/00001/4 MO MOO 210 MO 000 MOM= I= 00100011 IOW. 00000000 661 M 000000 Oml M ROOM 000061 MA, M YNE Mfr 0000 n M 00000006N �1 m 0 110000W ROOM: MOY0T010IMMO 0 OK 0101100001 MOO 0111011011 VAars TO 0060 vm M1 IALY a DO 0400000 010 TO 704 COMO A WOOTr Or =ATOM 17 MOOT MY 01. 01 Se 000 ME 002100 01 0010060 14001101 OA A 0001. 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M, Me M WATER TREATMENT PLANT NO. 2 - CONTRACT #3: RAW WATER TRANSMISSION MAIN EXPANSION PROJECT WELL #55 PLAN AND PROFILE (STA.904 +90 TO STA 909 +90) FDEP ERP (UPLANDS) PERMIT Appendix.doc 9/27/2010 THIS PAGE LEFT INTENTIONALLY BLANK Florida Department of Environmental Protection Southwest District Office 13051 North Telecom Parkway Temple Terrace, Florida 33637 -0926 January 31, 2013 City of Clearwater c/o Robert Fahey, PE Utilities Engineering Manager 100 South Myrtle Avenue #200 Clearwater, Fl 33756 Robert. fahey(amyc learwater. com File No. 52- 0315892 -001, Pinellas County Dear Mr. Fahey: Rick Scott Governor Jennifer Carroll Lt. Governor Herschel T. Vinyard Jr. Secretary This is to acknowledge receipt of your notice on January 7, 2013 of intent to use a Noticed General Permit (NGP), pursuant to Rule 62- 330.453, Florida Administrative Code (F.A.C.) to install 65,380 linear feet of potable and brackish raw water pipelines within uplands and existing road right -of -ways through means of open trench methods, horizontal directional drill, and jack and bore. The project will take place along multiple city roads, within the City of Clearwater, as attached in the project drawings. This project is expected to impact Sections 1 -4, 8 -16, 21 -32, and 34 -36, Township 29 South, and Ranges 15 and 16 East, in Pinellas County. In addition to regulatory authorization under Rule 62- 330.453, F.A.C., this type of activity also requires both proprietary and federal authorizations. Proprietary authorization is required pursuant to Chapters 253 and 258, Florida Statute (F.S.), to use state -owned submerged lands for private purposes. Federal authorization is needed for works in waters of the United States through the State Programmatic General Permit (SPGP) program. Your notice has been reviewed by Department staff for all three types of authorizations: regulatory, proprietary and federal. The authority for review and the outcomes of the reviews are listed below. Please read each section carefully. Your project may not have qualified for all three authorizations. If your project did not qualify for one or more of the authorizations, the specific section dealing with that authorization will advise you how to obtain it. You may NOT commence your project without all three authorizations. If you change the project from what you submitted, the authorization(s) granted may no longer be valid at the time of commencement of the project. Please contact us prior to beginning your project if you wish to make any changes. REGULATORY REVIEW — APPROVED Based on the forms, drawings, and documents submitted/revised with your notice, it appears that the project meets the requirements for the Noticed General Permit under Rule 62- 330.453, F.A.C. Please be advised that the construction phase of the NGP must be completed within five years from the date the notice to use the NGP was received by the Department. If you wish to continue this NGP beyond the expiration date, you must notify the Department at least 30 days before its expiration. Any activities performed under a noticed general permit are subject to general conditions required in Rule 62- 330.405, F.A.C. (attached), and the specific conditions of Rule 62- 330.453, F.A.C. (attached). Any deviations from these conditions may subject the permittee to enforcement action and possible penalties. Authority for review- Part IV of Chapter 373, F.S., Title 62, F.A.C. and in accordance to operating agreements executed between the Department and the water management districts, as referenced in Chapter 62 -113, F.A.C. PROPRIETARY REVIEW — APPROVED Please be advised that any use of sovereign submerged lands without specific prior authorization from the Board of Trustees will be considered a violation of Chapter 253, Florida Statutes and may subject the affected upland riparian property owners to legal action as well as potential fines for the prior unauthorized use of sovereign land. A review of the location of your proposed project indicates that it is not on state -owned submerged lands. Therefore, your project is exempt from the further requirements of Chapter 253, F.S. Authority for review - Chapter 253, F. S., Chapter 18 -21, F.A.C., and Section 62- 343.075, F.A.C. as required. SPGP REVIEW - APPROVED Your project has been reviewed for compliance with a State Programmatic General Permit (SPGP). No further permitting for this activity is required by the Corps. Authority for review - an agreement with the USACOE entitled "Coordination Agreement Between the U. S. Army Corps of Engineers (Jacksonville District) and the Florida Department of Environmental Protection, or Duly Authorized Designee, State Programmatic General Permit ", Section 10 of the Rivers and Harbor Act of 1899, and Section 404 of the Clean Water Act. If you revise your project after submitting the initial joint application the above authorization(s) may no longer be valid. Please contact us prior to construction if you wish to make any changes. Also, if you have any questions, please contact Victoria Sowell at (813) 632 -7600, ext. 387. When referring to this project, please use the file number listed above. Executed in Hillsborough County, Florida. STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Allys e Minick Environmental Manager Submerged Lands and Environmental Resource Program Southwest District City of Clearwater /WTP No. 2 Transmission System File No.: 52- 0315892 -001 Page 2 of 8 Copies furnished to: Janine Alexander, REISS Engineering, jmalexander @REISSENG.com Tia Norman, URS Engineering, tia.norman @urs.com Timothy English, III, REISS Engineering, tsenglish(a,REISSENG.com Enclosures: Ch. 62- 330.453, F.A.C. Ch. 62- 330.405, F.A.C. Notice of Rights of Substantially Affected Persons Attachments: Project Location Map Project Drawings CERTIFICATE OF SERVICE The undersigned duly designated deputy clerk hereby certifies that this determination, including all copies, was mailed before the close of business on January 31, 2013, to the above listed persons. Clerk FILING AND ACKNOWLEDGMENT FILED, on this date, pursuant to 120.52(7), Florida Statutes, with the designated Department Clerk, receipt of which is hereby acknowledged. Date January 31, 2013 City of Clearwater /WTP No. 2 Transmission System File No.: 52- 0315892 -001 Page 3 of 8 62- 330.453 General Permit for Installation, Maintenance, Repair, and Removal of Underground Cable, Conduit, or Pipeline. (1) A general permit is hereby granted for the installation, maintenance, repair, and removal of underground cable, conduit, or pipeline that transmit electricity, communication signals, potable water, raw water, reclaimed water, domestic wastewater, propane gas or natural gas. (2) This general permit is subject to the following special conditions: (a) The maximum width of the disturbed corridor in wetlands shall not exceed 30 feet. The maximum width of the excavated trench shall not exceed eight feet, with temporary spoil storage banks not to exceed ten feet in width; (b) The total area of wetland disturbance shall not exceed 0.5 acres of forested wetlands per ten miles of cable, conduit, or pipeline; (c) For a trench with a top width greater than three feet in herbaceous wetlands, the upper layer of the soil horizon shall initially be scraped and segregated into a spoil bank that is separated from the spoil bank resulting from the excavation of the trench for the utility line. The upper layer of the soil horizon shall be replaced as the last step of restored grades to facilitate natural revegetation; (d) Maintenance trimming or removal of trees in wetlands will be conducted only within the impacted areas authorized under this general permit and only as necessary to perform repairs on the cable, conduit, or pipeline; (e) This general permit does not authorize construction in surface waters other than wetlands; (f) There shall be no net placement of permanent fill resulting from the activities authorized by this general permit; (g) There shall be no dredging or filling in wetlands to access the work areas authorized by this general permit, except for temporary mats. All temporary mats shall be removed within thirty days after completion of the installation of the line within the wetland portion of the project; (h) The works authorized by this general permit shall not impede the flow of water in wetlands or other surface waters, except for a maximum period of 30 days during construction, provided that the impeded flow does not cause flooding and shall not adversely affect the wetlands or other surface waters; (i) Temporary spoil banks shall contain breaches that prevent impoundment or restriction of surface water flows; (j) This general permit does not authorize the installation of conduit for draining wetlands or other surface waters; (k) Pre - construction ground elevations and the contours of all disturbed soils, including vehicle ruts in wetlands and other surface waters, shall be restored within 30 days of completion of line installation. Restored grades shall be stabilized within 72 hours following completion of elevation and contour restoration to minimize erosion; (1) Vehicle usage in wetlands and other surface waters shall be conducted so as to minimize tire rutting and erosion impacts; (m) For purposes of this general permit, vehicular access in wetlands and other surface waters shall be limited to existing roads, trails, rights -of -way or easements, and to other previously disturbed corridors where they exist; (n) This general permit shall not apply in Outstanding Florida Waters, Outstanding National Resource Waters, Aquatic Preserves, or Class I waters; and (o) During the initial clearing event and when conducting subsequent normal maintenance activities, the permittee shall eradicate all Brazilian pepper (Schinus terebinthifolius), Australian pine (Casuarina spp.), and punk tree (Melaleuca quinquinerva) from the wetland portions of the utility right of way. Specific Authority 373.026(7), 373.043, 373.118(1), 373.406(5), 373.414(9), 373.418, 403.805(1) FS. Law Implemented 373.118(1), 373.406(5), 373.414(9), 373.416, 373.418, 373.426 FS. History - New 10 -3 -95. City of Clearwater /WTP No. 2 Transmission System File No.: 52- 0315892 -001 Page 4 of 8 i 1 1 1 1 1 1 1 1 1 GENERAL CONDITIONS FOR ALL NOTICED GENERAL PERMITS Rule 62- 330.405, Florida Administrative Code (1) The terms, conditions, requirements, limitations, and restrictions set forth in this section are general permit conditions and are binding upon the permittee for all noticed general permits in this chapter. These conditions are enforceable under Part IV of Chapter 373, F.S. (2) The general permit is valid only for the specific activity indicated. Any deviation from the specified activity and the conditions for undertaking that activity shall constitute a violation of the permit. A violation of the permit is a violation of Part IV of Chapter 373, F.S., and may result in suspension or revocation of the permittee's right to conduct such activity under the general permit. The Department also may begin legal proceedings seeking penalties or other remedies as provided by law for any violation of these conditions. (3) This general permit does not eliminate the necessity to obtain any required federal, state, local and special district authorizations prior to the start of any construction, alteration, operation, maintenance, removal or abandonment authorized by this permit. (4) This general permit does not convey to the permittee or create in the permittee any property right, or any interest in real property, nor does it authorize any entrance upon or activities on property which is not owned or controlled by the permittee, or convey any rights or privileges other than those specified in the general permit as provided by Chapter 62 -330, F.A.C. (5) The general permit does not relieve the pennittee from liability and penalties when the permitted activity causes harm or injury to: human health or welfare; animal, plant or aquatic life; or property. It does not allow the peinuttee to cause pollution in contravention of Florida Statutes and Department rules. (6) The permittee is hereby advised that Section 253.77, F.S., states that a person may not commence any excavation, construction, or other activity involving the use of sovereign or other lands of the state, the title to which is vested in the Board of Trustees of the Internal Improvement Trust Fund without obtaining the required is responsible for obtaining any necessary authorizations from the Board of Trustees prior to commencing activity on sovereignty lands or other state -owned lands. (7) The authorization to conduct activities pursuant to a general permit may be modified, suspended or revoked in accordance with Chapter 120, F.S., and Section 373.429, F.S. (8) This permit shall not be transferred to a third party except pursuant to Section 62- 343.130, F.A.C. The permittee transferring the general permit shall remain liable for any corrective actions that may be required as a result of any permit violations prior to sale, conveyance, or other transfer of ownership or control of the permitted system or the real property at which the permitted system is located. (9) Upon reasonable notice to the permittee, Department staff with proper identification shall have permission to enter, inspect, sample and test the permitted system to insure conformity with the plans and specifications approved by the permit. (10) The permittee shall maintain any permitted system in accordance with the plans submitted to the Department and authorized in this general permit. (11) A pennittee's right to conduct a specific noticed activity under this noticed general permit is authorized for a duration of five years. (12) Construction, alteration, operation, maintenance, removal and abandonment approved by this general permit shall be conducted in a manner which does not cause violations of state water quality standards, including any anti - degradation provisions of Sections 62- 4.242(1)(a) and (b), 62- 4.242(2) and (3), and 62- 302.300, F.A.C., and any special standards for Outstanding Florida Waters and Outstanding National Resource Waters. The permittee shall implement best management practices for erosion, turbidity, and other pollution control to prevent violation of state water quality standards. Temporary erosion control measures such as sodding, mulching, and seeding shall be City of Clearwater /WTP No. 2 Transmission System File No.: 52- 0315892 -001 Page 5 of 8 implemented and shall be maintained on all erodible ground areas prior to and during construction. Permanent erosion control measures such as sodding and planting of wetland species shall be completed within seven days of any construction activity. Turbidity barriers shall be installed and maintained at all locations where the possibility of transferring suspended solids into wetlands and other surface waters exists due to the permitted activity. Turbidity barriers shall remain in place and shall be maintained in a functional condition at all locations until construction is completed and soils are stabilized and vegetation has been established. Thereafter the permittee shall be responsible for the removal of the barriers. The permittee shall correct any erosion or shoaling that causes adverse impacts to the water resources. (13) The permittee shall hold and save the Department harmless from any and all damages, claims, or liabilities, which may arise by reason of the construction, alteration, operation, maintenance, removal, abandonment or use of any system authorized by the general permit. (14) The permittee shall immediately notify the Department in writing of any previously submitted information that is later discovered to be inaccurate. Rulemaking Authority 373.026(7), 373.043, 373.118(1), 373.406(5), 373.414(9), 373.4145, 373.418, 403.805(1) FS. Law Implemented 373.044, 373.406(5), 373.118(1), 373.129, 373.136, 373.413, 373.414(9), 373.4145, 373.416, 373.422, 373.423, 373.429 FS. History—New 10 -3 -95, Amended 10 -1 -07, Formerly 62- 341.215. City of Clearwater/WTP No. 2 Transmission System File No.: 52- 0315892 -001 Page 6 of 8 RIGHTS OF AFFECTED PARTIES This letter acknowledges that the proposed activity may be conducted under general permit rule 62- 330.453, F.A.C. This determination is final and effective on the date filed with the Clerk of the Department unless a sufficient petition for an administrative hearing is timely filed under sections 120.569 and 120.57 of the F.S. as provided below. If a sufficient petition for an administrative hearing is timely filed, this determination automatically becomes only proposed agency action subject to the result of the administrative review process. Therefore, on the filing of a timely and sufficient petition, this action will not be final and effective until further order of the Department. Because an administrative hearing may result in the reversal or substantial modification of this action, the applicant is advised not to commence construction or other activities until the deadlines noted below for filing a petition for an administrative hearing or request for an extension of time have expired. Mediation is not available. A person whose substantial interests are affected by the Department's action may petition for an administrative proceeding (hearing) under sections 120.569 and 120.57 of the F.S. The petition must contain the information set forth below and must be filed (received by the clerk) in the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399 -3000. Under rule 62- 110.106(4) of the F.A.C., a person whose substantial interests are affected by the Department's action may also request an extension of time to file a petition for an administrative hearing. The Department may, for good cause shown, grant the request for an extension of time. Requests for extension of time must be filed with the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399 -3000, before the applicable deadline. A timely request for extension of time shall toll the running of the time period for filing a petition until the request is acted upon. If a request is filed late, the Department may still grant it upon a motion by the requesting party showing that the failure to file a request for an extension of time before the deadline was the result of excusable neglect. If a timely and sufficient petition for an administrative hearing is filed, other persons whose substantial interests will be affected by the outcome of the administrative process have the right to petition to intervene in the proceeding. Intervention will be permitted only at the discretion of the presiding officer upon the filing of a motion in compliance with rule 28- 106.205 of the Florida Administrative Code. In accordance with rule 62- 110.106(3), F.A.C., petitions for an administrative hearing by the applicant must be filed within 21 days of receipt of this written notice. Petitions filed by any persons other than the applicant, and other than those entitled to written notice under section 120.60(3) of the F.S., must be filed within 21 days of publication of the notice or within 21 days of receipt of the written notice, whichever occurs first. Under section 120.60(3) of the F.S, however, any person who has asked the Department for notice of agency action may file a petition within 21 days of receipt of such notice, regardless of the date of publication. The petitioner shall mail a copy of the petition to the applicant at the address indicated above at the time of filing. The failure of any person to file a petition for an administrative hearing within the appropriate time period shall constitute a waiver of that right. City of Clearwater/WTP No. 2 Transmission System File No.: 52- 0315892 -001 Page 7 of 8 A petition that disputes the material facts on which the Department's action is based must contain the following information: (a) The name and address of each agency affected and each agency's file or identification number, if known; (b) The name, address, and telephone number of the petitioner; the name, address, and telephone number of the petitioner's representative, if any, which shall be the address for service purposes during the course of the proceeding; and an explanation of how the petitioner's substantial interests are or will be affected by the agency determination; (c) A statement of when and how the petitioner received notice of the agency decision; (d) A statement of all disputed issues of material fact. If there are none, the petition must so indicate; (e) A concise statement of the ultimate facts alleged, including the specific facts that the petitioner contends warrant reversal or modification of the agency's proposed action; (f) A statement of the specific rules or statutes that the petitioner contends require reversal or modification of the agency's proposed action; and (g) A statement of the relief sought by the petitioner, stating precisely the action that the petitioner wishes the agency to take with respect to the agency's proposed action. A petition that does not dispute the material facts on which the Department's action is based shall state that no such facts are in dispute and otherwise shall contain the same information as set forth above, as required by rule 28- 106.301. Under sections 120.569(2)(c) and (d) of the F.S., a petition for administrative hearing must be dismissed by the agency if the petition does not substantially comply with the above requirements or is untimely filed. This determination constitutes an order of the Department. Subject to the provisions of paragraph 120.68(7)(a) of the F.S., which may require a remand for an administrative hearing, the applicant has the right to seek judicial review of the order under section 120.68 of the Florida Statutes, by the filing of a notice of appeal under rule 9.110 of the Florida Rules of Appellate Procedure with the Clerk of the Department in the Office of General Counsel, 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida, 32399 -3000; and by filing a copy of the notice of appeal accompanied by the applicable filing fees with the appropriate district court of appeal. The notice of appeal must be filed within 30 days from the date when the final order is filed with the Clerk of the Department. The applicant, or any party within the meaning of section 373.114(1)(a) or 373.4275 of the F.S., may also seek appellate review of this order before the Land and Water Adjudicatory Commission under section 373.114(1) or 373.4275 of the F.S. Requests for review before the Land and Water Adjudicatory Commission must be filed with the Secretary of the Commission and served on the Department within 20 days from the date when the final order is filed with the Clerk of the Department. The applicant, or any party within the meaning of paragraph 20.255(5)(a) of the F.S., may also seek appellate review of the order before the Land and Water Adjudicatory Commission under subsection 20.255(5) of the F.S. Requests for review before the Land and Water Adjudicatory Commission must be filed with the Secretary of the Commission and served on the Department within 20 days from the date when the order is filed with the Clerk of the Department. City of Clearwater /WTP No. 2 Transmission System File No.: 52- 0315892 -001 Page 8 of 8 1 "1,1111114'114 04% eat via. A Project Lc cation rt ?y} Liston S I jji.gIg1.r +1 114 KOfn• R4 tlntattelia 1.11 # W as Wnnfela.t IRd 611 t E S a I Ctr.11nos[ SI u M atit Lepenc '+w.0 4• ['mare NM Alm MY, - Rare ILnt! Weir Moir Froore 6-r Whit r. Aim Mob [Ants Gru•lhwtr Num.' WMTwanbak , Yran Aypac I:tm Mlral'Tsnwrom I lYi! Prmare Cowman I O1mai1h A Ptatare lwv o"Trus.rr City of Clearwater Water Treatment Plant No. 2 Reverse Osmosis Expansion Proposed Brackish Water Transmission Mains Figure 1 - Project Location Map 4 _1�n Fit U rwater Engineering Department 100 S. Myrtle Avenue, Clearwater, Florida 33756 001017 •■ 00 c Tie # ;va‘ :BIE;, WATER TREATMENT PLANT NO. 2 - CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT 10- 0039- UT -(B) `��pAR V, y ' i \\��p� . �'�.�cF,ys�,,y iii *; ry ,�, °S ,�`1loo ! t• -j tr . OR!DA -R 0 :- �1°kA I �stAa 1` \�� CITY OFFICIALS George N. Cretekos Mayor Seat 1 Doreen Hock DiPolito Councilmember Seat 2 Jay Polglaze Councilmember Seat 3 Bill Jonson Councilmember Seat 4 Paul F. Gibson Councilmember Seat 5 William B Horne II City Manager Tracy Mercer Public Utilities Director Michael D. Quillen, P.E. City Engineer Approved By Date Approved an ENGINEER 1maun.0 aauv:. er..x ssar ISSUED FOR BID Plan Set No. 2012024 TY OF CLEARWATER \12009754 190 WTPj2 \CADD \CONTRACT 7\ 002 G02. TWO a. ESRev 00.12/6/2012 9:17 AM LW RO — CONTRACRe9 Plot by SCHEUERMAN, DRAWING INDEX SHEET [DRAWING DESCRIPTION GENERAL 001 601 COVER SHEET 002 G02 DRAVNG INDEX 003 G03 GENERAL NOTES 004 G04 LEGEND AND ABBREVIATIONS CIVIL 005 CO1 PIPEUNE DRAWS KEY PLAN 006 CO2 COACHMAN ROAD PLAN AND PROFILE (STA. 299 +80 TO STA. 305+80) 007 CO3 COACHMAN ROAD PLAN AND PROFILE (STA 205+80 TO STA. 311 +80) 008 C(M COACHMAN ROAD PLAN AND PROFILE (STA. 311 +80 TO STA. 315+80) 009 C05 BAYPARK APARTMENTS PLAN AM) PROFILE (STA. 319+80 TO STA. 325+80) 010 CO6 MD -BLOCK UTILITY EASEMENT PLAN AND PROFILE (STA. 325 +80 TO STA. 329 +80) 071 Cpl US 19 CROSSING AT MID -BLOC( UTILITY EASEMENT PLAN AHD PROFILE (STA. 329 +80 TO STA. 334+80) 012 COB BACK DOOR UTILITY EASEMENT PLAN AND PROFILE (STA_ 439 +80 TO STA 445+80) 013 C09 BACK DOOR Ul1UTY EASEMENT PLAN AND PROFILE (STA. 442 +80 TO STA. 447 +80) 014 C70 BACK DOOR UTILITY TY EASEMENT AND PROFILE (STA 445 +80 TO STA. 451 +80) 015 Cii DREW SKILL( PLAN AND PROFILE (STA 399 +80 TO STA 405 +80) 016 C2 DREW SINtEl PLAN AND PROFILE (STA. 405 80 TO STA 111 +80) 017 C13 DREW STREET PLAN AND PROFILE (STA 411 +80 TO STA 417 +8D) 018 C74 DREW STREET PLAN AND PROFILE (STA. 417 +80 TO STA. 423+80) 019 C15 DREW Suitt L. ►BOCK & BADE DOOR UTILITY EASEMENT CROSS SECTION 020 C16 BACK DOOR UTILITY EASEMENT CROSS SECTION 021 C17 CIVIL DETAILS 022 C18 CIVIL DETAILS 023 C19 01.IL DETAILS 024 C20 WATER DETAILS 025 C21 EROSION CONTROL DETAILS 026 C22 EROSION CONTROL DETAILS 027 023 MANTENAN.E OF TRAFFIC 028 C24 MANTENANCE OF TRAFFIC ISSLWD FOR BD SliellE11311 F -... EVENED It }tlR BOE81 4E U1D049, aT L1Ma a. Yi1EY, PSI D.e SOIL PENETRATION TABLE EXC PT NORTHING EASTING DESCRIPTION 01 1319009.29 419412.30 GROUND E1 =54.9, TOP OF PIPE EL =50.4, 14' HIGH PRESSURE OIL LINE, CI 02 1319014.92 419412.72 GROUND EL =54.7, TOP OF PIPE EL= 52.49, 6' WATER MAIN, CI 03 1319121.28 419436.61 GROUND EL =56.3. TOP OF PIPE EL= 52.54, 8' WATER MAIN, CI 04 1319124.45 419437.43 GROUND EL =56.5, TOP OF PIPE EL= 48.79, 16' WATER MAIN, CI 05 1320364.36 419869.98 GROUND EL =54.8, TOP OF PIPE EL= 51.55, 20' WM, CAST IRON 06 1320360.33 419872.25 GROUND EL= 55_0. TOP OF PIPE EL= 50.80, 16' WM, CAST IRON 07 1320364.85 420192.62 GROUND EL =53.7, TOP OF PIPE EL =51.3, 16' CAST IRON, WATER MAIN 08 1320358.86 420195.03 GROUND EL =53.9, TOP OF PIPE EL =50.9, 16' CAST IRON. WATER MAIN 09 1320362.31 420389.03 GROUND EL =53.1, TOP OF PIPE EL =49.1, 16' CAST IRON, WATER MAIN 10 1320359.51 420389.08 GROUND EL =53.1, TOP OF PIPE EL =50.7, 20' CAST IRON, WATER MAIN 11 1320356.80 420389.33 GROUND EL =53.0, TOP OF PIPE EL =49.3, 16' CAST IRON, WATER MAIN 12 1320403.90 420716.79 GROUND EL =51.3, TOP OF PIPE EL= 47.60, 20' CAST IRON, WATER MAIN 13 1320403.43 420717.13 GROUND EL= 51.4, TOP OF PIPE EL= 47.72. 20' CAST IRON, WATER MAIN 14 1320604.61 421902.45 GROUND EL =46.6, TOP OF PIPE EL= 44.31, UTILITY NOT LABELED 15 1320702.36 421902.08 GROUND EL =46.9, TOP OF PIPE EL= 43.76, 20' CAST IRON, WM 16 1321120.94 421905.63 GROUND EL =43.9, TOP OF PIPE EL= 41.69, UTILITY NOT LABELED 17 1321184.62 421906.40 GROUND EL =43.1, TOP OF PIPE EL= 40.66, 20' WATER MAIN, C 18 1321646.83 421908.67 GROUND EL =30.3, TOP OF PIPE EL= 27.85. 20' CAST IRON, WM 19 1321652.81 421908.75 GROUND EL =29.9, TOP OF PIPE EL= 27.02, UTILITY NOT LABELED MC V. COME, VaNIES, SINKIF LL WRIS • CITY OF CLE*E71AIPS. flUHOA ENGINEERING DEPARTMENT 100 S. M5FIN At. Ckarntea. F1 33756 WATER TREATMENT PLANT NO. 2 - CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT DRAWING INDEX L"= GO2 201202 102006 RUE M. 4E 12/07/12 taM 1 1 1 1 MN MI M MO MN MN NM N r NM MI MI NM N IM MI E Porent Sheet Set:CLW RO — CONTRACRea/Plol by. SCHEUERMAN, JAMESRev on:12/4/2012 3:40 PM Individual File Path: %: \CITY OF CLEARWATER \12000754 RO WTP #2 \CADD \CONTRACT 2 \003 CO3.DWC p N Y II; ill! 14 I; 1 11; " ig J1 1; d 11 fl;F: / g a �& 9 4 a g� 1,11 II; 1 ;iA ei o ill fR "" q W •a S V eN XA Os gl e s � a tX g 53 PI Ili PI 4J; !a 144 4 '9 Igli !i9 iu 4 11 If! ,g; 118 g- I G� �aa Pi' fXg N a s h R191 ii!!4; °;41i 1,1E 9 N 'IV}I3NHO I N 1 9 a gi a a MR XR PI PR14 411 " 11110;1:11 IiiiIII/ 'g 111:1 'xx140611 kj8.051 I! !id! 0401 qa : .2151 ,a� ° M it 8 i ! Ili €� 8 ! 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A,IWRPC t P 1:4 1r6 PO e 8 5' 5.-•• N L " fL 2 W VD 0 1 j w I > 15Iq OPEN on 2"u 0 I • E ; CO >- 1 < 0 j m TD 0 cr ' I_ v j • R - p af°fa't oa PROGRESS I STA 3614.34. 13.7' RI REION MENG D" 11ox BEND ENERGY UTILITY EASEMENT 0 XI m FFI 05 tE Dip 111 F OF 0" fIOPE / 'r�.:,>� I _ ! 16TAU (2) D' Ii11f:S p /IOLI /mw.��.� !fr ,,, \ (Wu, tG 1 )RAw iBRAp65N) OPFN plT GEC /qNV. dell m o t5' CEEARWfTER WATER. EASEMENT 11 PANSY9t1N srA 3oA+45 too R CUT DDT PPE & RODONECT 10 DOSE 16' PPE .Z1 0 >0 : 0 019" 'A V NG CHICK FIL A sTA 363.90, tLA' R r m1WtE1DWN t (2) 16' 45 REMISS pm1., n Ox v C) C _ o U Z - O W W . .01;_m....4,, 1 • a (SIDE STA 301.29. A 1' RT \ / ran' UPPING SLEEK a ILME / j r ��' COPTTRACTOR PPOIE�RPOIE ASTEIW m r wY �I A 51 I IN�T A .. PLAN ¥� ENTRANCE) _ w/' m• REDUCER p/R4 a (4) e' 45 BEHOS EVRNI RESTRAIN ADpRIDNNAL LFTAGTN OF DATING PPE As TEmm STA 304.-48. 10• RT SFD2I ; - , 301+00 LM D T PPE & INCORRECT 10 EXIST 16' PPE RESLRARt A00RgINL LENGTH OP EXISTING PPE A5 NEEDED 16' RAN (dRACIdSN) DOSING 16 (pD 16' MAW (FRESH) 304+00 305 +OD 300 +00 _ .a'... - .... � i - r ' 302 +00.. 303+00 .. i Tian Dim• __ --- ery lw-- - -_ _._- _ __ ' • ewe. _ r - u - - - -- - - __ F. w��yol ma wN ii w+ ww -Wy --- -- - -- - RAN-F �RAw_9 I= ff w �MW-F �� •_ -_ -- _. _- __ -_. --- .___---- _. - - -_ -_ - - -_ �. TREE BARRICADE 6' Inc 1mPE `� RAW F RAW -F PAS - -- -- - - _ e y - -_ - _ { �_.../ - - _ -.. _ _ _ - - EASING tr MN (BRACKISH) : < 15 iF TREE ROOT PRANG (OLD t6" VAN COMBINATION - -� AN VALVE Ci0 see 8• RAW (MESH) HOPE EXISTIG 16' WATER YMN CONVERTED TO RAW WATER MAN LUMP SW BD REM /37 _ ... Son 3W f6D. f9.1• RT (2) 16. 47 BEADS IN/RAT CORONATION CCIS11R0 16 wATERYAN AR VALVE R W ULM SUPPORT PORERPOLE AS RECD (AP) Agh STA 301.34. 13.7 RI X MOUES RENAL Of TEES WHIN ROW OR EASEMENT ' STA 364.50. 160 RT W& EXISTING e" 90X NERD --- WEE MOOT PRUNING lE 3 WAG &EVE & VANE. B" 10 ®D DI/RA & lr FLOG EN/RA & DISTILL (2) r PLUS D /NU - RESTRAIN AOpfIONAI LENGTH OF EXISTING PPE AS NEWER (SEE INSET A FOR DEUS) --TREE BWMGIOE LUMP SUN 4- Sou PONTRAgN (SEE AWING GO2 FOR oEdAID DOARIPTNOM) a et1 q'U :. 65 Wu 1 AK - FrK.ED AKA 1 65 ' — = 60 DOSING GRADE (OVER CL OF P.m r 90 BENDS 111/16M r RA (FRESH) NEE 1676 - TAPPING SUM t VALVE 3 COMBINATION AN VANE EftISING 16' IN e I 60 55 uAP SUR RONDO 07 CNC ARIA STEM a ALVE } — — - - -- _ 8'TNPOPE ^ — PROVIDE INN T COWER �� ' 55 50 - - -- -_—� —� - E_ ISTa B" %LiliN.. Iu£FY� • j L :c wN C.We/fRtED 1^ PAW 881E12 WIN D �. 50 45 , ___ - / Em9NG GRADE (OVER CL OF PIPE) (2) 6. 45 BOOS 111 /RAT i 45 EX511ih. 16- RAW (185."6558) L...or OLD Is- AM) (2) 6. 45 BpCS PONY 60F 16• RAW (BRADZA) EXIST 16" w _ - -- 40 _ r FXISOOG GRAM EkRTING Tt1�raHOrd ! REMOVE (2 90 BEA t I –J– MULL a) B PQGS' - • EXISTING :16" RAN (FRE9t) 1 FROM WELL /53 f _ I j1 ` %\\11111//1/7 16• RAW (FRESH) d `'`A ``\\ `,�4 �� -._6"4+ ♦ LI C EN�fi. / / / 35 C %.....r9 B' WM- —_ —� ' 1 EXISING Ifi RAW (BR+L[�1i11 �t �.'" (2) r 45 mom coati I - " yrr ' SAN-' (2) r 45 NNW d/MM 670 ECC RID p/RW1 T I r 3 S' RAW WATER PROF], F: —._ - 1 1 --7� A *= �: t Ldp • .[a • ♦` _ _ INSET A — PROFILE EXISTING CONDITION 30 IN FFr .• 300 +00 301 +00 302 +00 303 +00 304 +00 305 +00 '/, sir, OR 1 OA -e - -, �� Y !TTY •�.. P,. .l // j -20 ' NOR Z. l �11 1) The controc or veil be respoosile he adhering to d tree potectioo rinmsures required by the City of Cleawater's Codes Ordnonces and Standard Specficatims. This veil ndude d1 Tree Barricades. Root 3) The cantroctr Mil leo or pool oft proposed root pining. per the approved pens or as required by the City of Cbswateon Codes. Or6Nnres OM! Standard SpenIcotims These lines must be inspected 010 ! * O\ 5' 1Q' Pruning end Tree Trimming. These requirements are required within the specified limits of Wsk" me ww also imdude on arms where the Contractor andfor his Subcmlrectars stage, stove or paM sppaved by the City H8pecior prix !be commencement of my root pruning equipment, materials, Oebris and .abides 5. ^ -N-E: t " =5' vERT. ho include d 4) Prior to field changes taking peace. it a be the contractor's responsibility to review the potentid bopocls to existing trees with certified Oborist and any and recd mended tree protectmr: 2) A6 Tree Trimming and Root Pruning done associated with this project will be done by or under the deed supervision of an Mternetiend Society of Arboriculture (6A) Certified Peb0st. eveawres er bin praled to meaty the approved design The Project Manua must approve any changes to the approved design prior to imps 1entaUrn of sod change WED MI. G„R. ra„pl. wWrYw non sae lea Lew 3.1407 rev in— 7S6- nor 4aosy,. emn as -sac.+ ISSUED FOR Bon CITY OF CEEARWA.TER TIMM ,� D��yE� NO s Myrtle Ave. �� Cbse wester, Fl 33150 + >' r ` , �' r..." vNF w mane. .nom rea*Wet w'.44,o w`s +. .MATER TREATMENT PLANT N0. 2 — CONTRACT ; 2: T RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT COACHMAN ROAD PLAN AND PROFILE (STA. 299 +80 TO STA. 305 +80) {o.G ' CO2 naa m:wee6ee r. 1 swc Ina _ as 1.2/07/12 4O0 InncWC n: 1 over R N won N. .....2012024 102006 �, �K, � 156 .n OM WT.. °°e � w9 .f..PWI wr _ '$,j . a aa® anBaa.aA,E..>D, a E Bab 1,,.1.... yi3rs REVISION - n o.W are FIIwWa geNrL o. araA .E A ern wR 1 6 0 or or D 0 0 g 2 3 E it v1 in 1 - 5� OF 19" 26 0 OF 8- MERE OPEN CUT 580 LI OF 8 IRATE 25 IF OF ir PI 4DE_, 1 I 5 V I i I Ili Ls f.... DIRECTIONAL 1 I 1 ERNL 306+00 15• CLEARWATER DATEP TF(ANSNISSION EASEMENT CR 2343. PE 6,5 STA 306.29. 13_4* RT (2) a- 43 PEWS OVROF 307+00 308+00 DRECTIONAL DRILL COPORACTOR 91ALL param SSW NEIL CASES 8' RAW (FRIS DOPE H) s. 311.76, 27.8 If 22f MO STA 3/1.00, 17.5' RI ir RAN (DRAMS() (01D 16- RAN (MESH) r TEE OVRKI ir aCF BEND MSS 6' CATE VALVE RAI STA 311.56, 17.1F R7 (5- MC a- ZOE BOO OOPLI Tele 16' INAIERWM 309+00 310+00 311.0D MEN CUT RI DVIOTI Z D Z •--- - I - - -I -I-- - --1-- it: _ _t_____ ___r__. ___I__ + __t_ —1_- -4----i---- Nem .1.■ ass po■ por-E■om, Rom -c- ...... RATi-f ___..y i_..— - - - - - — - 1 --I I_ - Roo -E ■., Fass-E ...=.1po-E ao■ Ros-E .■•■• RAFF-E..■ Te-F RAX-F RAW-F RAV-F RAIN-F ■ 0 . . ____ _.... swes RAN-F RA M-F RAvi-4 Rai.. poip-F fooZ.P.■ Ret-E iTA-R=F- ILS .- . .. - — — - 9 ' comanan4 AIR VALVE (--3 5th 306.12. 21.4 RI (2) ir 45" BEMS DOW , - 4 4 ED AR VALVE • ;4 it AT 4.' I 65 IC RAW DERACIOSTO 01 ! . • , COLENNSON MR , AIL, A57 i , , FENCE) AREF 65 60 DOSSC Tr MATERTANN to GRADE (OYER CL Or PITE) 4- la- aaa FERACKS0 COTONATION AR evE (OLD 16" RAW (FRESH) I . . 60 Roam haw 3* ER . , ... . -1 .- _ _ • ." " 3 ^ - ... . . . — — — — — — 4"--- — CS - ------ 55 50 ,. / . -- _____ ......„..........„ 55 111,.. k et" MR (2) r 43 BOOS DOOR WM (MO) ROTE ■ 50 45 f , i (2) R 41 69105 (4/Li/ , 1-- a- 101 (N/RTO ir PO' BENS 01./RSO (2) r 2 ROO (1olisu fr GATE WOO MY , 8. PLUG 45 40 I ill I *. . j7. ./ '• to ...--- ■ 111 --_, 35 __ ___ ____ __. • ,, - - - - '-' .■ -ss . '43 1 --- * / (..... - 30 i -.1 I , / , 1 : 0 , . 1 —.......... ••;ft s 7 yZ F i , I 4. • - : 306+00 307+00 308+00 309+00 310+00 311+00 ' d/ s .40 (e1 •\..s- j dy... RID Pk.. - / /1/0ivi14-; 111.63.:L.......LIC; - .....`■ Pr PR( •• L 1101tZ. / // c. I) The carkr.tor eh be restrianatie Tot adhering to al tree pnecie nee"on respired by the City ot Oetawatees Cadet Orsfinances and Standard W•ciftaattorts This wit induate an Tres easidodes, Root 3) The entrItcton .411 I'M 7, Nett ok Sossosed rook paring, p. the apenrea Nom or as respired 9y the City et Osar.tees Codes, Ord.:noes ond Standard Spent-epic.. Res Ss met be Jested. end Priming and Tree Trinsninc, These nionennents ore rediento vrithis the specified -Limits al Ronk' CM vil also in...ide di areas where the Contractor 1004/or his Ceetroctor s 997.94 store or pork op... by the al Inspector prior tine commencement al any root wenn ..(nPeet inatents, abbe and soles SCIRE 1-=-5.' *Ft. 4) 'nor to find renews takin ..e. it Shwas to hers vitt he d mtvskit fs-Al -i,,,se 4 ,,,,,..,,,I,1 «, pa be the 98,98.7..9 .2.999...29y iG inn. the patede ernting re-he ..,,, 0,-„e zt ea nee mitneing .0 Root ...lc done 0990701.83 eh eon prop. At be done by or under the deed supervision el on International Society al feboriodtore (SA) Cobh. kbartst 'T....en r b' l"P.d (......PY 81, (5(r101ed desir The Propel Manager met app.0 any denoes to the OGMOYM Mt:II Mhe to implernentatioe 01 said change MSG GYM GMMG• Qr.. 0.44.4 M.G. •ipc, Sule GC MGM Mao GM, Matil MG-.: 1711 MG 100-es, ISSUED FOR OD i. CM OF CLEARWATER FLORIDA FACINEERING DEPARTMENT 100 5 Myrtle Ave .1 ... . Ciearyiner, PI 33756 RR ' .G. r; .;:, , - S . ''-',....----, ......e.... MMMIM.....___ GIALTMMI eve,* Trolvt...", WATER TREATMENT PLANT NO. 2 - CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT COACHMAN ROAD PLAN AND PROFILE (STA_ 205+80 TO STA. 311+80) MG GlidG . CO3 GIVG, ,,, GMOMM MG 2012024 GM MAW MOM 11P, 12/07/12 ARS pi. MIGIGG M ..,,,,, 102006 9511 nu 1 MILIII MG 007 MIMECT 11010.■ IPI■941, lint .......... MM. G MAMA PS • SIVII. fiA1C REVISION GI OM Ns.. v . \CITY OE CLEARWATER \12009751 RO WTP #2 \CAOD \CONTRACT 2 \006 CO2.10W0 ESRev on:12/6/2012 Er W U 0 u 0 AMMO. M 3 8 1+ 24 Ef OF 6" DL. 0PDe 2111 0 STA 313+66. 265• RT BAYPARK APARTMENT r ear BM maw (ENTRANCE) 15 CLEPRWATER WPTER TRANSOISSON CASEMENT OR 2343. '2 616 312 +00 L RIINSF RAM-F RH-F mw-.F -— STA 313+61. 26A' 61 6' TEE DI/MU (2) r ME MINES *13 +00 `� ST PETERSBURG CAMPUS PARKING STA 313+63. 320 R/ WE DOSING 16 RIM (FRESH) COMECT 70 COSMIC PPE 6/ 1rvid RED 0 /614.1 r 220 600 DOOR RESIRAM POMOppL 030711 OF DOSTRIG PPE AS rEED015 +00 IS' C EAR.WATER HATER TRANSN1540H EAS`c4.(NT 05 2343, PC 616 Lu1P SIP 60 ROI e36 �17GT6G 1r RAM (FRESH) 16" PAR (6RACRd04 (0D F/E.511 RAW MOER 6RE) y DOSTK. 1r WATERI P4 r RHO (0666) H11FE SEE DRAWING C05 FOR DESMN OF r RAW 315 +60 65 60 55 50 45 GR. 2363 PG 476 ..6" P.AA (61.40,0111 (00 FRESH 64* WATER :K) E>m1MG GRADE (CyAR Q OF PPE)v PROPDE 1M1 5' OP Eft IM61R RAID EX3Z C ler V,EFIU n STA. 0 IE RM (FT7f230 40 35 r R00 (Fl6H) 101E AIRDRQ 4.MMRP 24' ■ERFGIE 1PAROOM TR. r RAW (FRESH) HOPE 65 60 55 50 45 Orr ER1RG or 6100 (MESH) C6r6E31 10 00010 G PPE M/ irrd- RED 10/160 61 220 TM.O 111/00 REARM AOOeRpME LENGTH OF EXSTI G PPE AS 1611160 40 35 30 30 312 +00 313 +00 314 +00 315 +00 TREE PR OTECNj NOTrs TOR All OTT UTETTY PROJECT PL3NS 1) The contractor o6 be resparsble for °Owi,g to of tree protectem measures required by the Cdy of Oeonwters Codes, Onfmonces an[ Standard Spea3cote rs. This el Petri& d Tree Earicodes. Rent Pr:mieg and Tree Trimarans These requirements are relied within the specified visits of none. and .E also »code Pe trees where the Ceolrara s+d /ar fits Subcontractor's stage, stare or Pak eceinmen1 moieties, debris and Rebdec 2) AR Tree Trimming an6 Root Pruning donne associat6 .iM this project dI be done by or MOH Me diet s,pe!rsioo of on nternatia a Soexy of 3Pber®dbre (T5A) Certified *berets srrealm K. 3) The contractor .8 Roger poet o6 proposed root pruning, per the approved pans or es rewired by the C3y of Clear.meis Cod Ors,once and Standard Spesdeate hs. These Gees most be iprmted and ward by Me City trimester pr'ra Ene rarnrienrstrient of any root Droning 4) Prior to fold changes toeing place, it .0 be the contractor's resymvbOty to tee** the potential impacts to eating trees 36th his certified *boost and Vickie any sal ea recommended tree protect/or meaares is f "s p.oDesat to mo64y tlR apprmsd design. The Project Manager most rrqume any changes to Me approved deli , pro to implamenlaiim at said Change ISSUED FOR DID MRRESr MOWN MY MOM .r..¢ a. 32400 of P 35721 ..c REvnFON OMR CITY 09 CIEAREATER. PYDRIDA ENGINEERING DFPARNIiNT 100 S. Myrtle Ave_ Cieel.etea. 31 33756 oRG IMMFOR, OM 9.8E R POMMY. ND MOM — 11666160,P1— WATER TREATMENT PLANT NO. 2 — CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT COACHMAN ROAD PLAN AND PROFILE (STA 311+80 TO STA. 315 +80) memo, C04 `to\1 11111/1/1 \\\ a: AR V. %i i * ; e R, ss by4Aqw/:::g i�cS'�, �R14A 14- NAL O SCA:.E 1 " =5 YERT 10' NM be Cr., ComMO rd....r. A S Rum. Riga. - Inn 710-17m ran 11313) ME-B/P red m. 2012024 rx 12/07/12 em 1ffi +102008 HISMID RHRH oemao vir IMA 038 yam an F36.e0.mss a MILLER Pi P 3v21 1 1 CO •-• CO CO 0 CO 8 Co 0 0 CO d 0 i 1 , , I „.1 0 ho_9_ to O I IC C./ ARRA -F6 WARR r ORECI10•66. COLL -CAUTION' L I r .7,2 4, . CALL PROGRESS ENERGY \ \ ‘ 320+00 3 321+o I I-- - i L i.- • H! FPW W Woo ■Riar-F -F -r i s''' o . 6.„.. ---:--\--\---7 -F r ----_ -- - — , tr RAW (FRESH) HOPE 2 r , t71 1 I F ''.. 5 .A•11 - __ 3 - -_ _i_ __ _- - VERTICAL SEPARATOR TYP TROY EXEINC tE PPES Lv-re 4/44 (FRESH) HOPE FROW OWING 15- PPES-1-4'..---8- RAW (FRESH) HOPE 45 45 45 0 20 40 6045 0 20 40 60 STA 322+20 STA 325+20 60 C I 1.6• CLEAL WA TER WA TER TR ANSI/3600N E 45,11JEN, ' . ..! . 60 55 . 1 1 iXISMIC GRADE (MR a. or MET cORTR•CTOR SIPAL FEW NEWT 6' 55.11 L i 6.," 0AII 05,0,6,0 DEM OF LIMING RATER YAK N... , 1 ' ((SD FRCS, R. WATER err,- s swirroRr &1191 a STATER 55 50 : --■.-- --5-- . . VI ..,.. I -74 50 . — 45 HI,V1 PRESSJR£ oh. PPOPE f f ---- - ...,___ ,.- - (610,5,060,) (o.6 rRFAL1 RAN WR5ER 11,..E) tr PPri (FRESH) 45 40 . PROVIDE Wants, 2e t 35 . I \\XXillli / 30 . -1- - . . ,.. 1 I ..... ..... ..... . or U to V U 0 240 LT Oi 8" PM 13 CaFAMWAIIO WAIrR TRANSMISSION LAS/MINI; OR 7343 .3 418 9 ( 326 +00 i — I- N {S RN/ -rteRAM -E a•ir■ Re -, r■r Nap-, RAR-F Name Pas-4 RAW -F 860 -f U l 4- sm. PEtE1R610N (SEE 81818110 CO2 FOR OETAEID DE5gPTON) 327+00 tr RAM (91A KISID (OLD PERT RAW RATER LW) COSTING 16' RAIERWN 6' RAM (FRESH) NODE 328 +00 6061610 LOPE OPEN Cliff OC0IONATON 451 6006 /AcP{ITj PAW-t"■ram RAR -E RN-F■. RAR-E PAIN-, Mamma 55 (OLD 86E91 RAM MATER LIE) MORTIS 0251PG 16' ■ATF606em 50 -_itr 50 PROADE INWY 16' / 8' RAN' (IREMO HOPE VERIICE IL SEPARATIO FROM O05IMC 15- PR 60 ES 55 45 0 20 STA 328 +40 40 45 60 SOUTH L IrPtt'r l m 16' RAM (8 004) (OLD FRESH RAM OVER LIE) 1D C;EARWATER WAT2t TRANS11S0ON EASEMENT'. OR 6630 PC 589 329 +00 RAW -i il•• DDL Fp�R *-f- t f ■T STA 328471. 20,0 RT 8' TEE 01/RM1 8' f0 8DO 01/80, 8' GATE VALE ter RISC (0/1140 (SNOW OFFSET FOR 091016) 66TOC 16' 5VERNMN (COUNTY) HAMPTON INN CLEARWATER— CENTRAL 60 55 50 45 40 01400 0* 'Elva ERSTN4. OWE PER 0. 6!PPE) -1 Gam COIB/MTON AF VINE 1 16' RA. (EMA I05Nj In! r: 'REIN Rom *1:F I .23 6: E151NG "'5" *ATERMAW • 30 PROVIDE IIt1YM 24 VERTICAL SEPARATION, TYP RAM (8TESi) HOPE /' TEE Want RO' RENO D6' J 8' GTE 1151+1 ti PLAID MAW .m OINE INTERCONNECT ♦A. (man) LOPE 1 PROVIDE Waited 24- VERRCA SEPARATION, TIP 25 60 55 50 45 40 35 30 25 326+00 327+00 328 +00 329-4-00 I)EE PROTECTION NOTES r(R 411 OTY 31JTY PROJECT P-ANS 1) The conlo:tar RR be re91rteSPIe for ad'eig to of tree potrolae mms:Yes required by the ✓ ?_y o' ammeter's Codes. OrQNrlxs and Sta•drd Spe rs:afer. T8 08 i ide al Tree 8orricvlq Root Prance and Tree 18006, Fro. Blase requi amts re required .60.0, the speclr®d -Anus of Uork ono .i dso a1.lrk der all areas where D+e COnrocta rd/a ns S:Acantrttlar's stage, stage a pork equipment, materials, delis and M1ids. 2) A6 Tree lriabi69 and Root Pruning done assromted will 01s worst M6 be done by ar under the &est rpr+iva 1 of an thteactoonci Srae".y of 4 b0*6Wlre (68) CRi f5 d AREPS0 3) Tire can68oclr Al fog a Pa.' aP p0I05ed roar) p30001g. Pr the Wooed Rh1s o as require! by 8x City d fleorsatr 's Codes, Oninancs and Stoeckel Specifications . approved by the 3Sy ir0pect6 pr"v tFi commencement rd any root pmng 010 \011 11 U N.\ti�`�AR V !yq / 'i / 1 --n, * I — 1 /A� G' �\ ce Sl �NIDP_ -� These ii1e5 most be impacted and / / / /iO "A L) ��,sax =26. H0-7 SCALE' 1' =5' Lam. 4) Prior to Edo changes Loo+g Pte. if •R be the contractor's responsibility to renew :3s potentid inesoc*s to casting trees MTh hs c 4ifed arbors!. and ind de my and a warme. Wed tree Motectior mews a is papawf to nla6851 the apparel deaga. The Frojecl Menage. awst oppore any Changes to the apprwrd design pier to ilpclentatton of said change ISSUED FOR HID Minn offIENED OPFO0.137 Or: REVISION Pielf CRY OF CIPIPRATER. FIDWIDA ENGINEERING DEPARTMENT 100 S Myrtle Ave Ciewt5ter. 81 33756 wr @w1F •LATA GOOMEla Man SOW r0 a FpJ= WATER TREATMENT PLANT NO. 2 — CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT MID—BLOCK UTILITY EASEMENT PLAN AND PROFILE (STA 325+ 80 TO STA. 329i 80) 006 _ 2012024 JIB On: 102905 sure. s.a, "Tar arum. ...my. Tome ma mr Nlb B. WS Tab - :111 ra Ie:11 sense` 12/07/12 Mean n =go 7R5 arm. EVE INA xe, on- 010 a*MAPEO FOR an exam Nom. a ama,. P4 11705 dg IS 6 5 IS IS .o 8 2 •I 'A 'A US 19 CRCSSZNG NOTES: 1) The deign of tt. &md ion. dal cfreeng of US 19 cos preoared hoer the best tr.ottot,* ontty ittcotton arta tm-buitt itoottnotiott The cantroche % adised that the exact %co liar' or the 12-m. Florida C. T'F....... FFG9 9°. Ir...."'".."," hontemission mdm deputing horizontal and sertica location cannot be confinned by Florido Gas Transmit:mos. 2) Prior tc performing the .ossing of US 19. the contra.. shall coand.ote dth EDT to ollAoin the hone... and •erliar Occdion of the 12-inch gas transmute.: main. U th . hind., is Of... Von rfr. G... on Ifre cor.froc.. Prol.. reclolfrn9 the %formates to the Oty one the Engineer so that a modified demo con be prepored tr the location of the gas ft...nestoo main cannot be continned. the Contractor Shog ternp.only step era* on the crisaing until derechons are received 1 I • oF E I 1 E , TFJ I .. . 2 2 ' 2 •20 Li . II" /OPE irii 68 LE OF IT HOPE OMEN CUT i "."" ,^ ^c'' I...." m-b.at dnr.fr'9, frfr the 90" o .0.89' ot fr. ...N. 9. confront. sh. Provide from the City and Engineer. • R. &I epo . : 0 Vc1 .. -___ -f - STA 334-450, 01.0 LI '-- e- CATE lieLvE on OIRECTICINAL DOI " 90FOO Pfr QV 1 AIR VALVE 330+00 CORONATION . , n n E '',..„,,.,_. r PLUG . — 'is' CLEAFNATER vt•TER :, Ai • AO um • DIOLL I- 0 lal , -F 1/1 5 < -T ....91* , L.L.I cE 0 LA ET x 0.... WEE- _ PAO L.,I L,... -I .....". -- • • wa_,........0_swe..9°. 332+00 ' 333+00 I j J IRANSMISSION EASIllE47 ,-. ----___ OR 4055 .t.; .12 ( t czc 1 1- „__ _,, , , 4.1,, 1 334+00 1 — — 335+00 =le -,, . I 1G CILAPWATER *ATER w,,i2 I .. 4 _.,..— . I lit I : i' 1, 4-----• —I- —I- 1C21-5KAI"FOR CROSIESECTIORSumc) 56j ,____ , , 4___ ____..„___ ______,_ —4--- --I— F er IWO (FRESH) ROPE DAS co, ,_01 i .31, / I ., , . )- a LA (-F3 o , _—_), .-1: 11 , _ 0 l- V) I ■ 1 1 , < , c l&cc tr) LS LEDEND ..f, I TRANSagSSfON ['SEWN"! \s, . Z-SG.S. ,0 <78 , ----'---------``,----."--''.--4-.'"=---2-s ----- . -4- =me. saw-r Immo Rapi-F -_- 0..1P 4-1.,14-4---- ;IA 330+62. 200 RI IT 4,7 MID DI/ROM STA MOHO, 20.0 Rr 8. 94 BEND DIODU I 4- sat ...acrrunat (sEE MOOG GO2 FOR orrAtED ce;crmoto a \ \ . 14' r FOOT NOTES: 1 11.-izonto: Dieectonal dieing et the method or installation 2 Maximum ream% diameter wit be 12 inches. 3 Entry & Ela Pas ore rititude of US 19 Mg.-of-Way. i 60 DOSING OWE OVER a L OE PPE) • 60 55 COLIOOLOION MR VALVE ! ,, w., (12,..err4 !! , i • '8- RA. ,„ : g COMEINATON AR , 55 ' ' 0 ,,, sti ' I 1 • __4i) Dasnm aux ( , OF PRO • 50 50 - --P--- ___ __ _ -- _ _ _ .. i 45 45 , II , ---1 ___,1 i ' 40 , PROVIDE AMMON 24- VERTICAL SEPARATION. TIM- , _ .. , _4 E'-'40* *5- V re rum .. -,_ 30" e TRACXISH) 1 , SIMLL FELD V{1tFY IXFTM 0, DUSTING GAS. 111410SORE. a SAMMY SEWER Er PLUG ,, If GCE WINE N or 4•I G RC \\-\--40 13- Row (FRESH) OWE ' '‘, DIFDT-DeiT 8' 45' DEM 11./Rsu iT A (amen', t--- of-.41 5' VERTICAL t4-42 4 SEPoRillON (400 PiatilEpet (17P) 5' VCRISGAL SEPARATOR •‘..?*\ •ilkl E144f. 70. `' ik IO .%.,‘ .9.„„ ./r•••• s..... ••••' ..K 35 . Ati1 DORMS Pft 0480 • ,Pe.. 4P .... CO • 30 . . r MN CLEMONCE r . ' 1 25' (ma) 1 ...... o •■■ DEGINNING OF ••ei refa NV VON IN TMS AREA dila.. (FRESH) OR9 . . SETOrre. CU.& ,... 70 I , 25 , OPE,* 0[3,1fr T-Wa SH,yeN IN ,e0[Iir) ..,...- . - <0. . 'x• 1 -----Ne • 1 - - - • . a 330+00 331+00 332+00 333+00 334+00 335+00 // /1 A 1 e- \ \ f 1 1 I I I I 11113i \ 20* 40 ME PROTECTOR WIltS =OR ALL Oly DteDy per Ef A pjzes SCALE 1.=-20. F101S2. I) It tontractof la be rag..salde 52 odieding to f tree protects. measates rooked by the 0ty of Ceamotees Cad., 04n...es and Stordard Specific.... This IrE indude of Tree Sarnzades. Roof 3) The contract. s9 fag at pont oil proposed root prune/9 par Me egproved puns or or required ay the Coy of Coonvoteis Cod., radiance. 0.8 Stardom SPectriuttione Thmd am. root A. McPected and Pr.ing Tree Firurnio6 These ...I leech- %dude Contractor by the Eity Inspect. and requirements se rewired the epecifoo limits of ovc ell also all areas share ti% and/or his Subcontract.' s stage stare ft,' pore approved prior No core of any root pruner eauiprone motes., no and vendee SCALE: I.-4.-5' VERT. cr. 44-4".• oft' he .-e-lifiee ortore• 54 %.-4•41.- 1r ,--f..•-•-•,,--=-4,f, 4) to Seid :olung place it eni be the contractors resportzta-y tr, [Mier. 'to pottreti. ices tc es.l.... ing frees goy fr.? 2) A. Doe Trimming root Roof Primes; done associated %I' ON prop. MI be dote by or under the deed supenision of ar Otto to Socio,y of ArboriolAre (ISO) Certified Arborist measures ir to PoPoOd to madly the approved design Ott Project ihmaser muof appmee any champs to the apfeased desiqr prier to tropkimenIation of sold char. Ws* Ame. Lie WO Pr (8,31 M-3711 fp 48,5, me-efer *SUED FOR DID _04/"..-r:%. are or ClEARWATER FLORIDA irit-1:-..', ,..1 ENGINEERING DEPARTMENT 1.4 ,. WO S Myrtle AIR _ Clearvater Fl 33756 '''----•—' - . • ' r`.-...,,,,-" ma. se MC I! CIMIIIIIEV...1111. CS. WATER TREATMENT PLANT NO 2 - CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT US 19 CROSSING AT MID-BLOCK UTILITY EASEMENT PLAN AND PROFILE (STA. 329-t 80 TO STA. 334+80) C07 Mt MOM SanerViL 8, SC4E WV! 2012024 07/12 12/ JR5 emea ...... 1117901E1 et 102006 Bt .IMA DU VW...r.ei PM. MIR —....... REVISION , 0 0 6 C 0 Ll in 14 E4SETAE . OP 4055. Pe 412 438+00 0-- 020 e 5ODIIAi5N AI VALVE 14' EASEF.EN1 OR 5055. >G 1412 CORONAO AI VALVE REF▪ ER ▪ To 9EE15 C15 s ci6 FOR CROSS 01011516 OF PIPES II EAM NE. LEWD X +WIGS MEWL OF TREES WHIR ROA OR EASEIENT TREE BARRICADE SOL PEI01124769 (SEE ORWK 002 FOR 101*000 OESCRIFI50) CITY OF CLEARWATER RO PLANT #2 AlEk AI VALVE 4 439+00 10 IF OPEN CUT STA 49+16. 7.3' LT 6' 8498591 ROPE C 90 EDO G4/16O 6" GATE WIVE FAY 6" PLUG d /I661 r caw ROPE & PLUG ROYAL BREEZE APARTMENTS .4R+ STORY E ANA 307 IF OF r & (2) ti I61Pi STA 49366, 07 LT C S96TNt1 FR TOPE 6 A BEM WW2 C GATE VALN RIR 8' PLUG 11/1• 14' EASEIENT OR 40'-5, PG 14112 DIRECTIONAL GAIL C SAN FR ROTS fl4C(vSN - -y r MOW NWE - 440 +00 STA 432.30. 7.r RT IF fu Dim pilau 1r CEVE VALVE RW 12" PWG 0,/AW I5 LF 1REE ROOT PRUNING 10 tf 01 OPEN CUT 15 LF 1REE ROOT iRUTIG 8 CONCENTRATE TOPE a A STA 438531. 3.7 RT'. IC EA SER NT 6" tw BF/6. WI6N 17- RAIL !ORE GTE VALVE 11212 B" PU A 01/6615 • 15 LF TREE ROOT MANIAC POLLOCK (1TP) CO16MTTON MR IMRE 442 LF OF C& ir15PE O6E0T5rML ORR1 8. CONCENTRATE NOS it RAM IOFS 10' UT2JTr & DRALNArO EASEMENT APARTMENT COMPLEX 55 50 45 40 1. tr RAM TOPE ART L NE GOI5MT5N AR VA_ E tr RAIL 150E COMMAT5N AR YAlS! C SII N 1MAE 010 5.01 FENCE — T PRd11E 6RR Si CONY MUM GRADE 1 tr RwI NOPi rcOWY r amsemmu -- --- ----- - - - --- AIMMY 35 30 0 COMMERCE TSPE 25 20 PROVIDE IIM6r sr VERTICAL SEPARATION. TSP r COMM! l6PE 6" It40. 095 MOPE 6" 88508995 HOPE 6 SAN N HOPE lY C0110ENTILOT ROPE PRC16E III6AV I8 *RT[20 5EPTIRRON. T19- 55 50 45 40 35 30 25 20 438 +00 439 +00 440 +00 441+00 TREE PROTECTION ROTES FOR ALL OTT UTILITY P4O.ELT PLANS 1) The contract. ei be respmsbie N ocher.; tad tree pratectian measures rued by the Cly o` Cle.woter's Codes. LF ,sd Standard Sperm bars This .8 e'dlde d Tree Barricades. Root Pr.rg and b e Trirmitg. These regirements are rewired nlhn Ins specified !evils of tube and P8 oho include d areas where the Contrx:or and/or his Sec tra^_Tor's ease slue a pork equipment, anat..; debris and Aides 2) At Tree Trimming and Root Pruning done associated with this project .1 be done by or ands lbe erect srperv'Rion of en Interco... Society of OrbaicudLNe (513) Cciddiied Arbaist 442 +00 3) The contractor win log or pbd at proposed root prm:g. pre the approved Wm a es reepied by the Oty at Cleonlatero Cores, T-swnces and Stacd d Specifcatims Opp•oYed by Ise Coy inspector prior Re Cammence01 of any root pones. 4) Prow to field changes wing pore. d .1 be lbe mn0mlor's respamittrty to renew the potential mpecls to Geeig Gees .ite Tie: cvtified aba.L old hide my GC d reel rehended tree protr_lian ...rt. w ho prapro to mealy the approved design The Project Manager must opprote any .pages to the apprewed design prior to enpialNntaiwn of said chow CD D12 These Tres nuts. be inspected and SEA E: T"e5' VERT. wen Tnb rwr been, beep. a l w Pew. seer Too ,r rele i8- r raw 19.13 ess -e0P ISSUED FOR IVO one es. I awn en aT56F woo. r.Maw T r. ere Bowl" Naar' n. WAWA P,.. 5 MR71 REVISION LSTY OP CLEARWATER FLORIDA ENCINEERD(C DEPARTMENT 100 S. Myrtle Awe. aeernater. Pt 23756 WATER TREATMENT PLANT NO. 2 — CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT BACK DOOR UTILITY EASEMENT PLAN AND PROFILE (STA 439 +80 TO STA 445 +80) COD rm. sratmc 2012024 I 12/07/12 M loy to moo 102006 131114 011erreE !NA O12 Cr, eam Nora P. ammo. PA: 19m tICOE, RUM TO SHEETS CIS & 016 RAI CROSS SECHONS 0, R6113 1 EASILENT. ROYAL BREEZE APARTMENTS 1O 511:fl MC ORATNASE CASEMEN7 On 7572, RC 109 BEST BUY r SAN ill HOPE 6 34.30WA9 H HMS r CONDUIT I-DP( si isi meE 6 stcHwAsti Hoer r CONDOR 1434 iiL,TV APARTMENT COMPLEX • coo ----------- - -- ---- 443+00 444+00 445+00 TREE PROTECTION NOTES FOR Ail WY Lj0J1Y 1717C.tC1 P.ANS 1) 1 be C'en,11,10, PA be nesT41SA.1, ton 0thee Is 06 tr rot eCtion messixes reguied t T. C.tty Deoresteis Co, Ordnanoes Hie Stordare Sgagifiagoig Sag WS iribude at itaa Borricadn, SO0 Rn,Hyt 1,10 free Tririnnte• Th 1e 5d leTts of Tut,- isiC +71 also indser ataga where the Contractor mdfor tin Sabcpanstorb slope More o, puk eckatenent nicrt.nds. debris crid up, iips. Fianna Paw scolec; int be dere by ortaw be direst subenesein at intemsbond Sc5e,y AtborisHexe (SA) Ce51100 ArtaniA 446+00 447+00 31 The coribuuto■ .1, Sag at paid dfi propose. root Twang, per the Cgtproted Kitts og faqt.e. by the aty cf Cearirates Codes. CtStnames and Standard Speeincikes. Inese tines ruts: be irspecle0 ctn. approved by We uty instink. prior he tttlYSItritellert O any ,001 pruning 4: Trio, to bed ...ones taking *Ts, it.. be T. confreeka's ragaGagbiay 0 retire Tie pate-ilia intipses 10 eesnny nee, wits_ pis sunikut orbs1 ond rinnwanetannt measures in Oa PHStesdi to minify the appro.:: &mein The Rrottet tknoca nvst onpncire any changes to tbe asstneied de- brier To inneter.111,-,711 0 001, go ta.itaft CITY OF CL £k PIDRIDA ENGINEERING G DEPARTMENT S. Myrtle Ave. Ciessenter, PI 33756 alr rafa a UMW` 0•09“:. den 00.36.1, 51.0a 76t■ a•=if.lala Maga WATER TREATMENT PLANT NO. 2 — CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT BACK DOOR UTILITY EASEMENT PLAN AND PROFILE (STA. 442+60 TO STA_ 447480) 013 \\ AD Ft Ail - c 1 ; * 0 `. ■ *-t‘ 1<k oR D , • 'CWA L 'D= -.20. 4Z1R•'7 c SCALE, 1=5 pr MO Melt ganati, Cataa razgeesay IWO.* "oat War "'X iamoa. Mitt 0,31706-1711 Rua i.r/Egat ga` PITA 013 OGSVOCE tattard0011 MOM. lagiala. Oaluat FE 137,1 018 cc BEST BUY ORE: gFFER TO SHEETS C15 & C16 FOR CRS SECTIONS OF FOES N EAST/EMT. 1E00 X INDIGNIES REMOVAL OF TREES EOM ROTE OR EASEMENT TREE ROOF PRIAM TREE BARR/CNN SOIL PEIEIRATION (SEE OWNING G02 FOR PETALED CCORIPNON) 10 EF OF 6- O OPE11 CUT SET DRAWING C14 FOR DESIGN 4 Ilan ouo, 6' SAN FMa COMM( 10 EXISTING SAMTART TLN60(E IRO 0E31 07 C3D (2) COMONOON NR VALVE 10' UTILI'Y EASEMENT OR 4621, PG 1926 DR 4621, PG 1928 74 LE OF 6' TOPE 0001 OF ROES SEE IORATE6 * C14. FOR 11ET015. LF OF RI 42114119 AND ORNNAGE LASEANN 3R 3786. PG 737 6' 45 1110 5/0101 4-45+00 .450+00 4.6" 45- BEND a /1w 452 +40 - —0 35 EF TREE ROOT P110110 G 40 U11LITY 4450 DFA1NAGE 19$•EN7 OR 3572. 719 199 6' CONCENTRATE TOPE 12' RA. WPE 40 35 30 25 20 15 10 APARTMENT COMPLE)y / 0 tF OF NRO 6CTONAI IRiLt 10' 019 9 & 454400 . AMEN 2, B" CONCFFORME HOPE 12" RAN HOPE —. 6" SETO WREN 6' 90 BEND a /NOM 55 l: TREE RODE PORNO 2' PM a MAL60N (TEP) STA 422.525, 602' ITT 12- GTE VALVE:+ 12- PLUG 01/0113 0 *OR1E5 NNAGE SEE DRAWING C64 FROM *WATER TREATMENT PLANT NO. 2 CONDUCT 31 RAW WATER TRANSMISSION MAIN EXPANSION PROJECT PROVIDE IaYM 24" VERTICAL SEPARATION. TTP 12" RATE O/W 12' GTE VALVE 12' PLUG 01 /TIM 8- SAN 1 H TREE PROTECTION NOTES FOR ALL O18 415/14 SGT PLANS O) The contracio .4 be responsible for .4.,'0g la rr 010 protective mas:Nes requited by the Cily air 11 .000'0 Codes, 4,dnares and Stmdeed Sp1Ticetias. This NA include di Tree Bmricodes, Root Prursiml and Trtt Trirlmelg. fi roq;.isrenis are relYired .+Lhln tune spc:Tied imiis 01 Wars.- am .i also 4a3ude all areas .Anse the Contractor and /or his Subcontractor's stage, store ar park equipment, moleriote, debris 094 odlides. 2) AO Tree Tri.rnnq and Root Pruning dam associated .Ih 1nis project .i be dove by ar 0119* the Srect 9043444400 of or Inta1Mliane Society of Arbori*A1Nre (SA) Certified Atari. 3) The confronter 1 Roy a pant 41 proposed root ammo per the oppro.ed pals ar as required ay the Cllty of 0ea.oiei s codes, Ordinances aM Sinnda4 Specifications These r must be inspected and 7pprale4 by the City evertor prior the caanmcenent of my roof pr1niso 4) Rho, to aeid changes talalg p50o, it w7 be the contractor's respensielry to review the potential invests le westing trees with h e certified abo'v5L and 105490 any NM aR recornms deal tree protect5m memures in ho prapo54 to olodfy the approved design The Rropcl Manager .4101 approve cry changes 1a the approved del* prior to i*:pbmmta?em et said ohmage 014 !`s �.Z RIBA X2/4/ . L ecNG` /'�J1il! i 1114‘1�20' gt SCALE- '"=20' MOTE +7. O 5. e0' SCALE: 1 " =5' YERT A1m rarer, Lvov. 1_ MOOR 10 3913! tab -1M Far le'3' 1si -0107 ISSUED FOR 801 isms re tt 016161117 mow. e. Mu.. PL. 4 33721 REVISION CRY OF CLEARTATER FLORIDA ERCINEERING DEPARTW02T 100 9. Myrtle Ave Ciear0ter. Fl 93756 e A im oMIOF 13.0 WATER TREATMENT PLANT NO. 2 - CONTRACT #2: RAW WATER TRANSMISSION MAIN IJS19 CROSSING PROJECT BACK DOOR UTILITY EASEMENT AND PROFILE (STA. 445+80 TO STA. 451 +80) cio 2012024 102006 12/07/12 Jib 8541 ALA 014 Orr MM. NOME, R 04.1. PL.iIIRIr rid 0 015 ----- ./4.• . • . . • ,,,,, 0_*_,- „.s._ .._ :. BRIGHT , - - .• . .... _ .. . • . ,. . . .. . . --I ,,,/ (EN TRANcE) s5,- . - ,----', _ . • • . _ _ . , - --- - -- i -:,-,- -- --",„ , OP I gaTi 25 427 LF OF HOPE ORS - / 59 LF OF PO' DRS . OREM.. ORM, 1 I DRECIDNAL 400+00 f 404+00 / 402+00 403+00 f 4" 405,00 ___ _ 1 al 4,--_ _ -,--- —,-- - t -1--- —1-- —1.._ BE-Del CONSTRUCTION BEGIN CONSTRUCTOR REMOVE fr PLUG & CONVECT REMOVE a' Rix e 6' BACKWASH HIRE DR9E / COMECT 8' CONCENTRATE HOPE DR9 3' CONIXSt HOPE ORS la xi iiii. • 1- _i_. __}..- --_,.. DREW STREET . - - - -- - • . ' -----r-'7„------- ---iinnYY------- • 2r soma' 2,/ 6 BASIOPSH HOPE DR9 • Tr COSCENDWIE HOPE ORS & 3' COMM PEPE ORR STA 404+71. ' . , r e r CATE MIMES ------, w--___ ' ... L.. - I ' I X 11111044o■en - -- I • r I HOPE OR9 • . ,wmm-irm■m. _ ______ . . • _ ,.......7,__.................„.__,.• , timmok._, •.. • , • • „.. .. • # ot . 1 / . -6.C........— P 4; • ,7,1- - ---- -- - - • I! 45 LF MEE _ . - COMMORRIE- r CDE MM. ROOT PRANG 6" BACKWASH. r w2 WLVE & r coocuT (BY OTHERS) FDEP PERSIrt 10125066-330-16/C SATED IMV 111 2012 LL MIL 'CITY / ' dl 'IL „ --a- Ataiolk --ir ----A 'a ' - rn- ROLL • 6" BACKWASH HOPE DR9 ..: I of arty.. roadway. OacaPotcYlot operation and O neipareit Mons). full lane 044t:11 foe 000.3.4040 MR VALVE (UCATE P SIDERPLI) C2mElealloti Am vALA . I) CONTRACTOR TO COORDINDE OMB THE OF CLEARWATER' DE EXICT =ARON FOR CONCDNISOIE PPE OF OL M-161 PORTS ii 10 —o- TREE BARRLADE DOCATE IN SOES1/410 2)ALL WORK ON THIS SHEET MUST BE SCHEDULED OUTSIDE OF SPRING TRUNING SEASON 4- sot PEPETRATIGN (SU 114WRING sc2 FOR DETAILED DESCRIPTION) (BEGINNING OF ITURLIARI THRESIGH END OF MARCH) AT BMW HOUSE FIELD 8" CONCENTRATE HOPE DRS 13........-. PINELLAS COUIPFN R/W CONSTRUCTION NCTES• 6 Instaltations involving concrete and asphalt driveway, in good cessation must be occornpleshed by Jock old Bore or porn.. No yetting Mb be representative to ensure motor oat-cornea recording such matters as extent o rosary to be overlaid after patching. the eaten 1 The existing roadway pavement Ss rat to be open Cut or disturbed. NI utility crossings shot, oe by direct:mot MO per EDOT Mikes a-xorrancolotiran ollowed. replacement - especioIR cencrete. etc. mama 9.. Commobon for pipe backfat shall comply ea /H30 T-es (102%). 16. Uty installations ond bore pit exowatims shoe not occur within 5 feet or, the edg e repavernent along any Pinellas County mantoined 2 AP proposed work mast amply with the FOOT "roodroy plans preparation amuse (i.e. ppm). 10 Disturbed area within the eight-a-,, ee be compacted to 100Z of maximum density and sodded. 17. Samar curb ramps disturbed by 500 constachon shall be replaced per FOOT Index /304. 3 Mi righ(-of - way inetolictions OP m in accordance with practices referenced in the State of Florida LaFaies Accornmorlabons Mansiot. 11. do at distiob exiating orairdrain or storm systems if fatrirtion bed is disturbed contort the area inspector OP the Ratios County Highway 16 The perrnittee s attention is drrected to the provisions of the Pena safety act Florida Stotirtes. Section 553.65 et seo.) ano the 4 AA design and construction must anform to the miramon standards set down in Pinellas County toad Mateo-a., zoning and/or related orations.. Department M 464-8930 for assistance. Safety met Health Administrotal Excavation Safety Standards (29 CP14 Section 192&650. Seaport b) which shah apply to construction. ond Moro. testing frequency ...Aberrant,. 12 Restorotion of curb. street. Morroyo and placement of sod Mott be coal..d prior to excavation stottrip in another area b) same cant...otos maintenance pursuant to this permit_ 5 San rand tomcode5 shall be in accordance .40 the U.S. apartment of Transportation's 'Roma of Mean+ -traffic Control Devices" and the roo,... 13. Na stockpiling of nmenai in roadway or on s;devo.4e, a dra and debris era be removed from job site d04y. roods and snesiotio to be swept daily 19. Type of sod toed to restore owner-mointained oreo in right-of-my not be coordinated with omer. Department of Tron000rloyone R000wcy and Traffir. Design Standard,' Indexes 600 through 670 (latest editions). os poll of day clean-up. 26 TO street shall be closed without the mitten pmasslon at the Pinetlas County Troffic Division. at West 48 how advance coordination 6 Safe pedestrian trofto O to be mann:nee at a times. ' 14 Any portion of the roadway that sustOns .cessive construction retat. dornage, O the opinia or Pinelias County Highway Department shah be 21. The restoration af pavement open acts shab be in wardens. with PC Index 11291 obtains, the farable a option (at detail on 7. Any sidewalk Mich becomes undermned must be removed and rep4ced Sava60 are to Op recrostrusted krthin Mee (3) clays after retro.. When repaired at contractor expense in a manner specified by Pince. County Hignoy Deportment_ 22. The remora pavement shol be robed and resurfaced, lends to be ailiall.a. 25 feet to each side of the daturbed area for a stung Mama& O removed. it O to be removed to the nearest ant 15. P0,0 to commencement of work and/or prior to start of restoration . 00004 'tote through o mark-through with Pinellas Canty Highway Departnient each Ione impacted. 23. tone dames PIM not occur during the peak hour arias cf 7,30 am to 960 urn end 460 pm to 760 am. 35 . 1 .. . i . 0 CORINARION MR VALVE; 000 CONCENTRDE PPE . i . 35 30 *-00SINIMILervertnilLSE- E0510 G oe000 MAW CL OF PPE).\1/4 • - 7 IM--b-- , C H O— PE C — D P-- - - - - 6 ' "E 1 — S - - - -----\ - 9 30 25 • -------. ------ _ -- — : ,,, , CONCLIADAFE i-MPE -' RD ROI POAE „. e COVER , 18" SKr.. ! 'fr• gR— . a a - 2HS7Wt.a aA. lH e 11...--- .. r -- r" . i ..\.,_,8- stioau t I_ . , — • M ARMEE itemmuw 5' 25 20 . .. .._.... _____ .._ . I - CONCENTRATE PIPE:DRS .• PROVIDE SINNieum 5' i VERTICAL SEPARATICOCWIF i REMOVE F P004 4 cNwEcr VERTCOMM4104 DP A... 4111 .1 r : COOCENDLOE 01.80 040 CDP Ile/Ahlibt...°L FOR r come it 6- BaCKWASTO 20 15 a- CONCENIRATE HDPE DR9 • . . a- a 6" GUE VALVES 15 1 0 i , 22' BOREHOLE W/ i Cid/CRYAN 0880 005. e. CISCINTRATE HOPE ORR \\III' ii . e r max POPE DM /// : • .• i I ‘\\ (.% NR AL/ / : 1 -••.‘ : — 10 5 : .zNv, - - • f1 •••,.........1. , - -0 c E his:-.- r.,,,, ..., :• 1 : -... up .,• .e. • — ---- . 1 1 '-'' rti .• , .. 4.. ..... : r...... • 4...... • Sve -- ---- 5 _.... o -r 7 • ____ 1 : ,... 1 : . -7--.,._' .7,3 1 . : , . i '---0 • % 14/ i 3: Ce ....... --- 0 ...... CSir41-6 400+00 401 +00 402+00 403+00 404+00 405-1-Q35- ...c■ . / • 41 ..., ••••"., .0. * , C- kt ..... -..„ ..... 2o' 40' .// PR 1/4 . *- ID P.... 091 PROTECTION NOTES FOR Ail OTT OJT{ PROTECT PLANS / % -- - - ...C, l'''=-20. 140R7 / 0 er. \ . 3) RD conbnctor el log or 1.04,1 ral papas. root moan. per the apprOved Pons 0 as required by he Crity cf Clearsoter's Codes, thincrices mil Standard *mamas. Them Met haat be y 5' •, C 1) TM Err IICiCe .4 be /ewers:10de fur other-rig to M tcoe protest,o ransom rosem Sy the Citni oit CLearwaters Cod... Ocifnanc. and Standard SpeNtralas WO .8 Maude et Tree Soak-odes, Root napech‘lesly NA L PrisOns and Tree Trionno. These ,equkerler+LS are 1090140 wthin the speCtied limas of Work, one oh also inaude ee (1'1105 Whrlt the Controclo and/cs 00 Sxbcontractor's stage, store is park approved by the Gty inspect= poi= the canonerownent of atly root prong anornent, noterialt LisMO and ieMiraes. lif 1111111‘\\SCALEt rix-5- VERT. , [rem MO as ovi neva 4 .,........ lo.,. 41 Prior to field cfrasi ,Ilkeig plow, it w& be the ant mlari resuombility .5... reairs the potenta Moats to misting certified onivrel . my =el ,,,,,,iits• 2 Pt bee loaning and Roo: Paining done °misdated Ott, 70I5 DM*" Ai be &ale by 0 under tie direct supentiva a4 at nterroliona Sooty of Arlsolabre (5A) Calif. Arbors, mettSureS iti ha INGILS. III madly the orprond design. The Fzoseet 6100000, ....44,.. acy 4....I. to R. oPPI.DO ‘,..‘r F... F.P.r...f.f.' ....1° FRD"Rei! , Was am Doe. axiom Maw. mos. mor 3.14e0 P. SIN, 2116-1711 raa , , .. 65UE0 -k. CITY OF CLEARWATER FLORIDA , - . /AI ENGINEERING DEPARTMENT 100 S. rUS '",1), — ''' Clearwater. 1FO 33766 RR .0$17457.0by, -,__..., -- . 7' , --0. • •+.,,,,,,, 10.7.116 I. LA . s co o smera e I WcO sal St al ea.. 'A R TREATMENT PLANT NO 2 — CONTRACT #2 RAW WATER TRANSMISSION MAIN USI9 CROSSING PROJECT DREW STREET PLAN AND PROFILE , (STA. 399+80 TO STA. 405+ 80) • 0 .EIL s„.., ....... g., 1....., SIA• IL., 2012024 I 12/07/12 Taub 87- IRS oat KNal11215 1 a .., OMNI@ alr, 9 oaa. int WET Pa, 015 APP11.1. Ma 0.5211.189, rm.. st .. I Mr 0101111. PCP. a MC. P. , DIM ............*.owet.■,.........-.......... REVISION .4.4 .... .01, 0.1107 . • S 6 US 19 CROSSRAG NOTES FDOT NOTES: 1) The design of the directional on crossing of US 19 was prepared frOm 1. b.1 emneale utility location and as-Milt intermit., The pantractor is advisee that the met motion of the 12-nOth Tlorido Gas Trimernission (FGT) gos transmission main ir, not known_ As-buIt en.i.9 . fo. the 9. 1 Horion. Directional drilling is the proposed method or instoMPon. tramtiumen nein depicting horizon. wsl rm. omet be COOMMIM1 by Fiance Goo Trans, nission. 2 Ilexinern reamer aameter will be 22 inches. 2) Prior to performing the crossing of US 19. the contraet, shoe emmtnete with FCT to ebtain the horizontal and berbba boybbb' n bf the 12 --ale', g. trommenion mom if the motion is dffinent Mon that sewn on the construction pens. requiting a redesign of the crossing. the metro.. Molt Monde 3 Entry & Exit Pas ore outsioe of L'S 19 WA -of -Way. tie Engineer design car be y 0purceiiy st. work the drections received from the City and Engineer. 016 the intortnation to the CA, ond FM m that o modified premed 0,0 i.„000,... ,,,, 000 900 0.0...,,,,,,,,,,,.... n,0., „ann., : . / -'... b. 00n0.n.n.„. th0 con0,,,, sh..„,, . . crossing IMO are , Of FAST RIP 'MS. . . i I - & NORTH R/W,DPESt ST . .' .„. 1' ' I:. \ . , I. I. , , I I V."' '.."-..,,, . • • , . -. , -. I . • - - '1':::--::4*---- ..• . .... . ... M. .k.-!-----..,,. ' ", - . _ , . -c- r- - ../ c'r--" __ _--- - ,.._ ____ • • '' , NOPTH R/W DREW . . ci- , .. G ' ti 5 02 o ., v, 4-3 1k 2 g - ..---Lu---Mic-i 1 -, li 600 IF OF HOPE DRS .... I ._:: 406+00 . I 407-100 4084-00 4 DRECTIONAL WILL 00 - i 41 . ''' . 00 411+00 , . . __p_ I 2 i_____ __...,__._-_...}.-....,- i___ --- / r __,__. .__f _ -I , ,,--- . i .. -t—.. -1 --1--- ---t-- , 1 - ---------- ) 1 . I. I -- - I- a) .0- 1 DREW STREET - )- I: < iii ii $ > • r ct 0 co i I 22* BORD1OtE WI 6• WICICNASH WIPE DRS, I < i' a' CONCE.1.11 WPE DR9 ft 7,13014OUR MITE 09 , 0 3-, i D I + . : . , ,r ig _ [ ■.., re .-f-, = I , • i MI ,-./:;;.::. , ,, . ,,..\ , ' \'' ', , . . ..., , , \ • \-\,,'‘ , ----___._ . -------......,.......,„ . -----, -.N. N, \ id ... 0 . e . - ' , of driveway roudvroy Occupation°, operation and is required. pens). PINELLAS COUNTY R/W CONSTRUCTION 1. The existing roadway pavement ommet 2 I, ProPesed stork nest comply E Arl right-of-my irstoilabons 4 Ail design and construction ore minimum testing frequency 5 Sao and borriced . shall Department of Transportation•s 6, Safe pedestrian traffic is to i . S - 4 g • e.i / , I 6 NOTES. is not to be on cid or &nimbi. AS with the MDT "roadway plans preparation ell be in accedence ran proctic. referenced must conform to the 'venial/en Wonder. sat requirements be in accordance eth the U.S D.tnt of Nooderay and Traffic 0.ign Stondo,d Standards Indents be maintained at all tim.. • . . , . .. Wintr .. t)441 RORK ON DIG SHEET IRST BE SCHEDULED OUTSIDE 1, \ . ....}C45 . --- TREE ROOT PRIMING / --o- TREE 8NOTICADE . .. 4- SOIL PETETRATION (SEE DRAMIC 002 fOR DED&ED 4 i i to ensure mut.- mmernent regordng such matters as extent of roadway to be mechd after patching, the extent - especiony concrete. etc. iFISIOMOI,0115 and hme pit excavations snot •mt occur .ten 5 feet of the edge of pavement oiong any Pin.. County maintained exit ramps disturbed by Ms construction shall be replaced per ECM Ineei •344.. permit!. s attention is directed to the provisions of the trench safety act (Florida Stahrtes, Section 553.60 t sec.) and the owl Health Administration Esse/Mon Safety Standards (29 CFR Secten 192E650, Subpart b) when Mot apply to construction, e poem., M this permit of sod use° to restore ormer-maintained woo in right-of-my eh. i30 coor&noted with owner. street shall be closed without the written pennies:en of the Fine°. County Traffic Division, at least 48 hom odearice coonlinotion restoration of po vement. open cuts Mali be e accordance with PC Mies 11291 istiliziog the stowable fit option (see deteR on OF SP.. TRAINING SEASON (DEGINNOW OF FEBRUARY 4 TwouGH CM OF W AT DRIGM ISTUSE FELD ' ' ' /..- , 8 helonations evolving concrete end asphalt driveway. if! goo4 cooddion, rest be occm yi.lis.1 trtiley crossings shot! be by director. Orin pr FOOT utiiities accommodation allowed. 9. Comp:Men for pipe bockfel shall comply with MSHTO 1-99 (100%). moms,' (i,e ppm). 10. Disturbed area within Ow right-of-way will M COFVOCI.Ce t 10:311 of maximum density and in the State of Feriae tellies Accommodations Manure 1 t do not disturb misting underdmin or stern systems_ 4 titration bed is disturbea. cont.t dom ir Pinellas County land dew-kerne., zming ane/or related onSno.es DeportmeM of 464-890D far OSS:Stanee. 12. Restoration of curb, street driveways ond placement a sat Mall be completed prier to excavation Transportations 'MO of Undo. Traffic Control Devices' ond the Roney 1E No stockpitg- of material in roadway or on ed..° . del and debris re . removed from 600 through 670 (latest editions). . part of .e.si deon-up. 14 A, portion of the roadway that restrains excessne constrewtion reeled damage, in the op , , W°I \\I - ' by Jock and Bore or pushing. No jetting will be representative replocemont 16. Itterty soder.. 17. Seem& the are inspector with the Pinellas Courtly Highway :B. The S.& slotting in mother area by same contractor_ ma' job jo1 dary. roods ond sid.nslks M be swept deity 19. Type 20. No ern of Peeks County Higtonry Deportment, oho* be 21. The 7_ Any 'sidewalk which becomes mderrnined mast be reamed a. reptoced. Sidewalks or to be reconstrmted ethin three 13) days otter remove!. Whoa poired at corrtrcetor mpense in e manner specified by Pin.. Cmmty rifighinry Departrnent marling sidewalk is reasaved, it is to be removed to the nearest joint. 15. Prior to comene.ement of work end/or priOr to start of restoration. coordinate through a 2E The roadway pavement star he reled and resurfoced. limits to be Minimum 25 feet to co. Me of Me datirbed anso for a full Sane width to -ealk-throtig14 with Pinellas County Hip., Deportment each Ione impacted. 23. Lone dasures shall not occur during the peak hour periods of 7.00 am to 900 am and 4:00 pm SO 7:0D pei 35 DOSSING IMRE . . • , (MEP C1 OF PIPE) 1 • 35 30 -- , • ,...-. __ — _ — — - — -- ' , L _ _ — _I- • , •' , - . \i. +e- sToRv. CI\ 41-2.5G+ , 11 30 25 1 1 h -c-2,,,, i ‘ , ID- sToekt C-25.i , A V us 25 20 i PROkIDE 18.5' UNDOI , P•AS-JaElff : , .. MA COWIR 47 MA FDOT trii241 42- oiMe : , 1 i AE" 711.1 k MSANOCW13) ,==22P , • 1 \ 36- 573RIA i1-253. PRCMDE 16.5' ,0„2 0 UNDER POWEMENT 1 `‘_•,e-,s-rcRae r i NM i ' CORM ! R3OT , , I 20 15 , . , . . , tO' ! VERTICAL -1- ATION SDIPS SIN . . ,- . 10• . VERTICAL , SEPARSTION WTI • . i ■ 15 10 . , , . ■ 4- - . :• ' • : I 1 I , 1 • ,d 5 __. _ , , 27 DOREICLE 11r/ / , 1 C ISOCKIMM WIPE DM, :,-. s) ,- --- ,Q, 0- 1 ___._ ..ii • .1.7, . " 4./ -.... .‘ ter' • -.cr. ...- 0 -4---- It' CONCENTRAIE It ORS . r CONCUR HOPE DM . ' i . . . :2- PAS -.... CIE-i-kE5 . 1 , (Pitt. DUMP" lc. 'Mow to Fierx.C. I Illir* i i r STATg , I: ...... =we •••■ 4 we- : ". i.... .1% 406+00 407+00 408+00 409+00 410+00 411+00 ..0 • Z 0 ..... WEE PROTECTION NOTES FOR ALL CITY T/OUTS PROJECT PLANS '4 - i NA 1) T. Sentraciar fra be OIMare/Xe fw °Merin to dit tree protection MenSeste; reatired by the pf1 of Clearwater's Cedes. Ordrainces and Standted Specifications This NW Wciude el tree Burficodew Pool rr5'; IT. TRPIT,..thr 40 log te MIS MI MM.., root OI143WO. Per Me aPproved plans or es required by the Crty ol Clearwater's Cod ew Ordinances arid Standard Specificatices. Rese fries roust be inspected and 1 / \ 10' /1 s \\ Priming and Tree Trimming These requirements ore required Whin ttre specified limits of Work: and INN des ir•Mide do alms where the Can tractor andier his Subrentrociar s stage stare or pork approved by the Gty ieqserlar pride Los conmewoment St my root MAW.; mpg:noesl motor.; debris and irebicis. /I i =S. VERT. Prior EMI it Smarts it, Ire= his include di/ tree 4 to Moog. indig Wmoe eall be the citotract.s respoisibirty to review Ow potent. existing with certif.! °Maris!. and my and resonirriended protection 2) do Too, Isinewing cod Root Prong done associated with this project lel be done by Or r owlet he deed superiskin of re irderviotond Society of Arboricurnare (0SA) Certified neticrest measures if Ms prapme to muddy the appro.. Aesop, The Project Manager Must wpmre my changes to the approved design prior to iainiernewtotian of wad change wee _c__ Cospern cams. Mama nom Solo ISO 70Mal. Ramolv.13607 ,15-1,1 Mmt fr.......21 ,6- .........fOO7 ISSUED FOR MD .... Arr. CT. OP CLEARWATER, IHORIDe +-IM"'".. 'MI . RBOHIBEHING DEFAME/2ff 100 S. Myrtle Mier — ■r13. Ciearesiter. n 33756 4*Eit .., ,...c.'11.11.' 11' .. --ii__ rr4 ri , • ' ne.. .r.. is. ,„,,, Sel:Wee'Vross. SAW SS ...... non. Ow si Bessosi es saw ---Ettatairr-lak-oz- WATER TREATMENT PLANT NO. 2 — CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT DREW STREET PLAN AND PROFILE (STA. 4054-80 TO STA. 411+80) wirr C12 Fe. KOS sseelelL INS srs. !MC*" IlMt INWRIAC, Mia: 20 12024 tMIN Oltmme 12/07/12 OMM+ CM IRS mew OFIMMCD OM 00.174. Or mo.. 102006 BVH DEA 016 ....... tee IIIMMM1M *CC ososeasses as ea cm MOMS MOW. C. OMMOG Pl. C .7, COY MM. ACM. C. 0414.1. PE I 1121721 MMIC nos. I thth S S ®o t - Ll= / \\ I I .. U ROM • 1 /M4W 11 60 if a EPP I WAL 31 412 +00 ' --r- —�- - -1- -- t- - 413 +00 414 +00 415+00 416+00 417 +00 - - - - _i'_- - _. - - - -: - .. - . I ' DREW STREET . f -1-- __j_ + '-i - —:- i-_.__ -T -- —t- i - I - -. - DREW STREET i — �I O N J < _ • �� - f{ STA 412+45. 638• RT - 6' k Cf CATE VALVES an ( Y ROPE Deg ROPE CONDOR R ' - ..- - _.. _ _. _. ,_ _ — — .0 rte 1 I. n 0 I e L '. � -_� \4+ y - i ppss--�� 20' Lo RECORDE2 I C rrslt DRAM 4:r_ EASENf T - 11E iDOI MAIM —C-• TREE /AIWCADE t' e f270BNNCa1 AR VIV_K e qO 22" BOREHOLE ■/ 6" B1CAR5A ROPE OW ' C C OMESTDOE !PPE OM k Y Cow ROPE ORS 1 iCRPfp1Q €'3 { SCA P7ETRATON (SEE ORA1C.sc CO2 TOR OEVA_D OL4WIpQ 35 1 ' gCOMMAATPN M VALVE I - GA 35 /// 30 - - - -- COSTING CRAM (OVER a Or PPE) 0 a - -- __------------- - - - -- 30 25 1 6" RtiE ORI i - — - -_ — -- PRO.DE YR 6' COMER r, ' j� _. SO2* T i iE =2T -e 6 T . 20 �_;. ^.,�( i j 1.N - I�»I S COVEN OVER VERTICAL $Ep.RpIpN - - -- / Rao a Slaxu Val I (E1 0 -2E._ (Ri E -24.1 �.�E w -- - -'. Y k 6- CATE VALVES COKENIRATE HOPE ORR 75 I :2/05 5 1 0 rTO. COOUE HMS '::. ; k O. iOaotr, ROPE W✓D i +` e_____:_ a O / \ _ s -. - -_ t -- - -.._- _ ___.. ... -- -- \\ ...... �4' } — GJ`s-452.J5`fig =-oP r = �� 0 ' „-- 412 +00 413 +00 414 +00 415 +00 416+00 417 +00 13E PP";'.; Ted NOTES FOR ALL OTT uTJTY PPCO.E;.T PcsitS �! IO�1A TyR.. 7. //, /„ i) Tn .1� et be re�o2 o to adt.eng to al fret protection mesrth reared by the City o'. ' th.ofs's Cam Ordnm:a and Stud dsat'ors Tres el inc$me fm Pee BmreadeS Root 3) the xneactor .4 tog a pint TM proceed root vowel , po tim approved p1,HS a es required by the City a Oec ooters Codes, 0,d ....es orb Sto*Oad SRx±(eoL•CS- Teo. *RIF mssl Oe o�ectet aM / // i i ` 1O. Ponig and Tree Trimming. these retheemc+t_ ere recVrer r1N the speoLed 1-,is at 6,4_ and v.L de,: ed oe edr a ens .here the orbs, rndJa true 313 .cmOocto:e stow, store m park ¢{rowsd by the City inspector prier the cmmencerient of any root pumas. ( ! egoement, mataust debris and elroes. . t...-ALE: 3' =5 VERT- 1) Prior to feid d acs tot" place it .4 be the contractors :y to the to tree, he and iaiude d tree respanaek review potent:d a putts emt g we, certified arbor-M., Cry and rocorenmded potec:im Zj Ad Tree Tr emrig and Root Praurg doe omOcerf.t oil tkis popes a be dote by o under tz Greet s vsion al m interna!orn' Seders of A•boiceture OA) Cstrfed Arbarsi measures is toe prpood No Oo4ty the appro„W Omar. The Project Manager oust aopmOVe my doo s to the approved design pour to irplerrrniotu, aT s.d threw . w.r. � Cs... GnaCs... .. Pima i Tot R an .{-.7" Am WM EG -esar 1SA)ED cOR BID L7rr OP C .EARTA7PA. RD00 ENGINEERING DEPARTMENT T { R WO S. Myrtle Ave 'qT' : =•• �4 CTeer..te:. Ter stns '+b ewe then o ,.. < n� wee a WATER TREATMENT PLANT NO. 2 — CONTRACT #2: RAW WATER TRANSMISSION MAIN' US19 CROSSING PROJECT DREW STREET PLAN AND PROFILE (STA. 411 +80 TO STA. 417 +80) "r- C13 2074 wt m- _ E / f ,e: '� 'a' _ .w.., 1 err.. int a ee 102006 r a�R�"� a .. en aa� rr.E .,era.. a pa�„bEe auP ea,3nn a� 19 ..were re iy1A 017 ((�y( nE Nos. in" — [fly B.O. 0r C W W1, -L.. 321, to' EUERMAN, JA COW RO - CONTRACRe2 /P of bv.5 • oie 't?i d t - E I' R, «_ -... -.. I 4 tI__. R/M _.._. J ,. 4 r _ 4th ` PE O 6 0�4I 6,13. 418 +0C 419 +00 �. 420 +00 421+00 422+00 • r 3 _.- _ -� __..423{80 n o - 1 , z -�— - : -z -1 —_ _ —.— - —T - . —�— i - -1 - -_- . - L 1 i i —1--F F {( DREW STREET, �+ DREW STREET . 1 i - -: - I --1 —O T E E .61 o Per, W 1 2 z .- 2 2 3 g I'S HOPE ORR 1 z n- �! 3 RE O S42.317µ I • _ s' GATE VA.TE I . I 5TA 422.27:7 672' RI ' 6" W ®G DORM 1 t 6" GATE VALVE e.� 20 LE TREE - LJ _ , r _ yf R - LWNNF_: EA ME \- - UNRECOIKCE. DRAWA _ EP.SE+F_eT 27 eORDIOLE w/ 6- R'CR.ASN TOPE. IC. .; ILITr EASEVEr.T e" ' r�"�'��"'�FF^'^OMe'I.R�{. i 1 a . MOPE XI Y ,1 � •f _ FOR ORALS lEGE110 X NINCOJES REDCAL OF TREES MI!M Row OR FIIMLEK, - -- TREE ROOT PRuNeiC TREE HVtlaAOE SQ PEIETRADON (SEE CRANING GO2 FOR OE7ME0 06C APARTMENT COMPLEX a' WFCEMRGIE MOPE ! r OOtOtRT HOPE CONTRACTOR EV SONS MIME ILIERT C? 462'. PL �52E 61sa-RAf1 aeon Ip ELEVATIONS HiDRE OIi11G OR 4'621 r' BEST BUY BEST BUY ( __ _ I i SEE DRAWING CIO FOR DESIGN 1 i _ Ter i ARO OP.Ari 4;c E<st up: ` c' , .:11JTi EA /EN 35 // 35 _. i J 30 1 ;(2) E RO EASTRM GRADE (OVER . Or PPE) 6' ENOOMiN N • hoo I /RW 6' TtIC DEW d /TOM 1 1,N Y ANC !M A;NA FA9.M'NI 30 I : G? 35'2. 11C. iR9 pIW 3 _., __ --- _ __ il 25 25 PROVIDE 5' COVER 3 20 N '� r r ART 20 R" 02u Let (N �2186_��C ( «; IN-n.25 I W PROM( W U4DDt ai!kaMY ThE�!� i ELEV ON i 331-ON t u "M k `OR 111 ! 5' COVER ROAD e- lLt• R-- -lY RAN ONM V 30" STOiu PROVtOE IMR1V1 te" ,�E:. DERRrK SE?ARA1w. TP 20 i f I 1 j { a" COFGf111RA1E'01 I t 1 5 _ ''--I- W Y MCEMIIGIE p r 9ACK.ASN a ` i' 1� ( 15 • 10 • __ -_ -. n ORETtOI.E ./ VER11DtL SEPNWgM � YfRTGrL SEPARATOR 119 PROVO( WORM Mr r maw* LOPE OM. 111 r CONCEARR€E TOPE ISM • 6" SAND E ! r TORE Ms -22 Cnt / '(� C 45' SEND a /RIM Y `\>��- ��- TR++�f j'� :. �\ -- -- •74 Qtif �,10E/y /�i/ A /i • ( P E 6757 A '# ,� 0 a ; �OAA.. v 0 / s''ORIO+N • • al" 418 +00 419 +00 420 +00 421 +00 422 +00 423 +00 - -" �` i " /,' 61/01y. A 9 $_�C{ - � \‘ `, I+ sZ / u: :... u • f4. fi •. *TT It 7Y ' r._ T I >..;T. �`l t ii �I 4 r ' 5 12 1) Thy cantr0Cla RR be responsble for rl&ering to d ha pretction meows redui'ed by {toe UY o' Oewunters Codes, Qeew+ces and Stordord Spedfcations: llus ea inlode d Tree Barricades. Root 3) The xrtroc1or w. Peg a point dl peopos d root Waning, Pe the 6PRro.M prero re as reg;�rW by tte City of CYeaente s Codes, Orr.rres ad Standard SpecdraOOMS These fines must be inspected wk Wow,' a.t d cf. torrbrde d Were the Cmvactcs a+3 /or •ris Subcontractor's singe. stxe re part approved by the Cy iomfx price the rarooeecemen; of ony root pral•rg. Pruning and Tree Trimming. Thew rerpirrmeots we rewired within the sp&Aed limits of wan epnpenent moteedo dubrs and reid6 SCALE: 1 " =5 fold ' VERT- 4) Prix to d doom it A0 he the conlrslar's resparSEEty to rein inn to existing Tres rth Nis certif& atwral and itdr& any and d rern.nended tree pis; pis pottnGO _E, protection 2) AR Tree Trionang and Root Pruning dux associated with Rats prajci of be done by or seder the dr., speoitian of on tntrnatiag Society of Arboisartae (ISA) Citified Arbors{. meanies in his proposal to moofy the approved design The Project Mamas" TrowT Bove any charges to the coward dsip prmr to irpiroetintion d sad ewge MC 1.a 1 C.�M C.,6.• vim. AO Urea Floras Mt 9E9 MS 1711 Fa'. Ors) 2eE -7967 (5513(D FOR BID _.... - ` R: i ~ . CRY OF CIEARWATER, 17D ®A _--i,, CAI. >�r ,/•� , -� rEY C'' e. ` �..°*TM' ',?' �w .... nOOS WATER TREATMENT PLANT NO 2 — CONTRACT #2: w RAW RATER TRANSMISSION MAIN US19 CROSSING PROJECT DREW STREET PLAN AND PROFILE (STA 417 +80 TO STA. 423 +80) I.c u1c. C74 nou noon W.V. r_ YHA srwlrm Rc 3 r+ n_ _ 2012024 yR 12/07/i2 ¢r 11� 3 .IFINII a _, 1016 ,s,,m Amu to: 013 axe Ill aTt" roes aeon srw rr.oRS R Cnr rldi.a8 D. Man fE I »m � � ° REVISION s1[ °«aARaOf E 19,7 w 977 ]aEB rR.6 917997. AS / 327-71 SAE c C. 35 30 25 NORTH 20 15 !CONTRACTOR TO FIELD YT@T1' cED OE CAS DAD) 22' BOREHOLE w/ 6' BACKWASH HOPE ORS. 0' CONCENTRATE TOPE O & r 08011 HOPE OR9\ oft 35 30 25 20 15 10 10 -40 -20 0 20 40 60 80 100 120 STA 411 +00 DREW STREET - SEE DRAWING C12 35 35 32 25 NORTH 20 15 10 Ex 18' NVJ .r. 36 S7D,t* 30 25 20 15 10 5 5 -40 -20 0 20 40 60 80 100 120 STA 409+80 DREW STREET - SEE DRAVMNG C12 35 30 25 NORTH 20 35 30 25 Sarni 20 22 9369“3:1 R/ s' 104, H WS HOPE ona. 15 9- CONCENTRATE HOPE ORS & r moor HOPE ore'' ` =5 10 10 -40 -20 0 20 40 60 80 STA 408 +20 DREW STREET - SEE DRAWING C12 SOUTH NORTH NORTH WEST 55 50 45 40 35 30 55 50 45 E% 16 RAW (3MC0SH)- E% 30" STCPiM - .'— ^J�ix 2 NN u / J I 5' VERTICAL SEPARATION OTRO 0' RAR (FRESH) HOPE p6 REAMER 2 REAMER @ -i -its 01 O2 (PIPE:YIE THAD SHOWN ■N DP q 71113 \ ... -BO -60 -40 -20 0 20 STA 333 +00 MID BLOCK - SEE DRAWING C07 ET 4- :,A; Ex a2 STORY, ti t1 40 /f i t6' 71* DPADDSHj - PAW WATER ONE) Ex i6 ww )OT_ 0" RAW (FRESH) HOPE ORR MffAER 55 50 45 40 35 30 50 45 40 -60 -40 -20 0 20 40 60 35 35 STA 330+90 MID BLOCK - SEE DRAWING C07 55 50 45 40 -60 Ex- 6310E 12' RNA 6' CONCENTRATE 55 50 45 40 -40 -20 0 20 40 60 STA 438 +30 BACK DOOR - SEE DRAWING COS SOUTH SOUTH EAST 55 50 WEST 55 50 EAST 45 12' R. 45 0 .........„.....-8" CO CENIAME 40 40 - 60 -40 -20 0 20 40 60 STA 438 +80 BACK DOOR - SEE DRAWING COB 55 50 WEST 45 14 1 i il 1.N I / 1 so IEx :RAOI EAST 45 55 r.---12" RAW CONCENTPATE 40 - 60 -40 -20 0 20 STA 439+30 BACK DOOR - SEE DRAWING CO8 50 45 .7-3" COIL O WEST 2' RAW 40 8' COFCEIRRAIE 35 -60 -40 -20 0 20 STA 439+70 BACK DOOR - SEE DRAWING CO8 50 bl - - o' c1 1 N � 45 40 40 ,-Er. GPKIE WEST a.m.= : _z- 40 Ir 0* e PM CJ WAWA. s CONCENT*07 - 60 -40 -20 0 20 STA 440+60 BACK DOOR - SEE DRAWING C08 ISSEID3 FOR BID NESOLINED IOPODIet 111, con. , ai. /9tH Ns CITY OF C1Z6RRA1TIR FLORIDA ENGINEERING DEPARTMENT IOC S. Myrtle Awe. Clearwater. F1 33756 .sRO MAMMY nerif � Mom 312107 MMIMEM 11111.62 PI_ WATER TREATMENT PLANT NO. 2 - CONTRACT #2- RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT DREW STREET, MIDBLOCK & BACK DOOR UTILITY EASEMENT CROSS SECTION 40 40 63 50 45 EAST 40 3 60 5 s1q :lair ,\\ Q P) 'till N1 \\ S=ALE: 1 " =5' VERT. 015 7692 Cat.. Miloae +.m S.Y• >m P. (SIX >` -'*717 .. (7.4 2135-07 >F14.Q- awc><s n x.Ni 2012024 102006 =� MIMM ®12/07/12 mBYH OMM IBS am n 019 MIMMLMM Or* Min/ 1/044115 dig.PE. /9TH cc 50 °1 SI 50 yv31 IF GRADE 45 - _,( 45 WEST �� r concur % A% NY 40 ` fz' fur 40 8' SAN iY� - \\ 6 CONCOfIRATE 6 6/0011450 35 35 - 60 -40 -20 0 20 40 60 STA 441 +60 BACK DOOR - SEE DRAWING C08 11 1 50 i/E %AMA 45 _ 45 KEST J 3' CONDUIT Ex 20' WYJ ,r 61 40 6' SAN ry —' 40 6' CONCEIRTRITE 6 BACKWASH WEST 35 35 -60 -40 -20 0 20 40 60 STA 442 +60 BACK DOOR - SEE DRAWING CO8 V 50 '1 V 50 45 40 r GOMM3 53 20" MM -' " 1 0,----12' RAW r SAN iY •� 6 CONGEWERITE 6 BACKWASH 35 - 60 -40 -20 0 20 STA 443 +60 BACK DOOR - SEE DRAWING C09 50 45 WEST 40 II 1 gl 1 I I 53 GRADE L— — „./-3" CONDUIT Ex 2 GAS �12 RAY 6- SAN FY--r 6 BACKWASH " r B' COI3TPATE 35 - 60 -40 -20 0 20 STA 444 +60 BACK DOOR - SEE DRAWING C09 40 40 45 40 3 60 5 50 45 40 35 60 EAST EAST EAST EAST 50 °1 yl 5c 1 FW I1 I Fv G AJE 45 45 WEST `� -- - - FAST 55 2C' w531 -_ _j•) � -55 2 G15 40 40 r CORM 6'511 (1.12" RAW 6' BACKWASH 6 CONLp0631E 35 -60 -40 -20 0 20 40 60 STA 445 +40 BACK DOOR - SEE DRAWING CO9 45 -1 iI 45 9 iJL I- 40 -_ - - -- - - - Er. GAS 40 WEST —j,! EAST wr 35 6 5W 01 .4 k55.-12- RN' 35 6 61aQAMNI� �6 COMFfNfRAIE 30 30 -60 -40 -20 0 20 40 60 STA 446+40 BACK DOOR - SEE DRAWING C09 45 45 Os 1 it I 1 F% F.RA'4 i WEST - EAST 1) /-Ex 2" GAS 35 E, 25- WM— V r. ~--3_ COMDUrr 6' SAN F8- 112' RN 6' BK CWASH i/ / S OOK001 OTE 30 30 -6D -40 -20 0 20 40 60 STA 447 +40 BACK DOLOR - SEE DRAWING C09 40 ¢ i1 , E, G� 40 35 TT 20" TY i.�` 35 CAE WEST 6 SAN FY- �f -r C D E 30 �,2' RAr 30 Ex SAM yypq.r } JJJJ W / 11.----- 6. CaICEIOPoOE J/ 6 BACKR9 25 25 -60 -40 -20 0 20 40 60 STA 448 +50 BACK DOOR - SEE DRAWING C10 40 40 ;RODE 35 - - 35 WEST �3• COIDIIIf RAW 30 CONCEIHRATE 6' EICKNASH` 25 25 - 60 -40 -20 0 20 40 60 STA 449+50 BACK DOOR - SEE DRAWING C10 40 h t� 40 I i 1 1 `x GRATE 35 i i i �, 35 WEST CaBM1 Ex 20" vim 12 • RAW V 6' 00ICQIIRi1TE 6' BACKrA511\_ - 25 25 - 60 -40 -20 20 40 60 STA 450+00 BACK DOOR - SEE DRAWING C10 35 30 NEST 25 y }11 J24X r caou1 EX 1O w .r 0 —1r 5311 - -6' CORCENfRRE 6 BACKWASH 35 30 25 20 20 -60 -40 -20 0 20 40 60 STA 450+50 BACK DOOR - SEE DRAWING C10 35 30 NEST 25 1 ex GRADE r COMET 6' 81001141 _�.,� t/ RM B' CONCEMIRAIE Ex 6' SAAJ 20 -60 -40 -20 0 20 STA 450+92 BACK DOOR - SEE DRAWING C10 35 EAST EAST EAST JOG F. Wriw tOa 700 mar Um . Her. SIFT Ps. 106-1,1 aA V 206-CW ISSUED FOR BID Ob. Cr O'.R 0003% Y51.& C ea.& mil- E 3617, bE REVI CITY OF C1E1RWATER. F1ORID . ENGDiEERDIG DEPARTMENT 100 S I& *tle AR CWrwatu, F1 93756 J s I WATER TREATMENT PLANT NO. 2 - CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT BACK DOOR UTILITY EASEMENT CROSS SECTION ,BC MFF 016 2012024 4102006 000000 gym oF.000 780 Assy .F: 020 CM BOYS 4C0MI51. c. Ras 31 14 Snn es 3 141 0 c. 3 cro as 41 Dave, 1-7/2-0 r- Rearing Seislace Bose ° • 2:24 Compacted t• 7- i Sabo-nee 772 STRAIGI El CURB 3' Bock of Curb I Synareltical Abotr Driveway "J-• Wearing r7rbert Carfare 3 TRANSITION AT DRIVES NOTTS 1 "+e0 5001 be a 1/2` seal faint 0010005 bock of curb and erwearoy. • Concrete in crrhs shall he 3000 psi. with iiiaa mesh ianforc.; Bose Cents/acted •'\-st> ?7-'• 5 'f'S,-:••T abgroie .40TE 00i1C used Pft NV. side of •oodyvays toe C1D,1 stope of :he gutter shell match the close slope of the adjacent pavement and the tackness of the lip Shat De 6- unless otherwise show on pions TYPE I CURB OTYPICAL CURB IIIPP CROSS SECTIONS Cl"* 100E0 (40 101: t OF 2 P 7 S CITY 050+501050 DEPAISIMENI 0 • s GISAPRATER, FLORIDA (PP 4, CURD CROSS SECS nt Al' Drrees Wearre- w • sur-77-1 -7) ' 6.• \hisl Compacted Subarea,. MODIFIED CURB 1 - "R 43 Bar 1111 graTireirear Sa-face earlag Conl 80070(9 Bose 1 Compacted Saba-ace 1' r)-..,p Alt Ehaves 3 '-r-R 7' • I • in A > ‘‘' S.o‘ I.,g7‘-p.,.m, u;-W '-6- ,2- - 2' d t e ;c . -- 1+&L05 GurER cupB wring S_3-one NOTES That- shall be 0 1/2- sea join: between back of curb and driveway 2 Concrete shalt be 330-3 poL with fitter mesh reintorc!ne p3 B. 10' Long. 36' C C / DOWLLLEE,' ELIR3 TYPICAL CURB CROSS SECTIONS cry 74100 NO '0 7 OF 7 573* • 3/4T0 3/42-s Wet n: sLrf%c / Comported Sagtode MEDIAN C-RS -3/4`R Bose CITY 00 CEARWATER. FLORIDA DEPARTMENT P '04 143* 0R005h3Le"075 Cr 2 Vetoes Slope 1/4' per root Asphaltic concre. \ Base course ‘\--„,Stobjrznd/compacted sabgrade when rearred 2 AND 3 LANE 00,-) See fader fya 131 3' 'rode Lore/Lanes Voaes NOTFS 0410.05 Lace WaSes 021 Pavernert ma:err:ft one Thickness, and base materials and Ihickness wib be acted 0 construction drawings and scose of the work. See honstruclem erawags +a hurt, type rfaa lare widths Dope 1/4 per 100! A,phoffic concrete Star. 3/1 De' loss Bose co3rse See 1-.1ey 140 131 4 =VIE/ 5 LANE FIOAD Stetaiteditetttettee sprearade TYPICAL STREET SECTION OTT SIDE0 '40,002 1 Of 7 ti T mien reap, ec' Car of CLEARWATER. FIEWIDA ENGINEERING DEPARTMENT WPC, 113ELI SECIION conweetes 0w4+5e4+) Replacement base rectorial sedi arsearee by trie rosbineer pee 1.1y Artck 22 ie-rnewness itc er.mwer Bess Asphatic Ccrurete petsb te re Inirlins. mot. existons for thickness. ob assess al Pctsb be Tsse .5- ie35 8075050 paean. 7 Rota: --h Me orb Resurface I ! el Motet cc Rec,cee Rose t' 08g4u0*1e- wstiMotions rilEarAPT/41.4,9191•41.1121•4161/41" C. tee freLeES_...1. Irwies alerass EDP. Dese ItencE Sae Bask' '152 AS,,1AL1 S RLET AND DRIVEWAY REPLACEMENT REOUIRED FOR UTILITY CONSRUDT ION p !Pas POPP iS 1 yarn er ea, Pc, Due reptace . tne tout 3,06) psi Fiber Mesh /La., 080,0.0 Des stsrbe3 1-enct See Corepecte-3 G. Pun 7-se- (O105) f RE,LACF HIE NI RE- OUIRF FOR UTILITY CONSTRUCT$ON O STREET AND DRIVEWAY REPLACEMENT FOR CONCRETE & ASPHALTIC CONCRETE SURFACES can R4,4,4 42 *04. 1 Pi atte RLEAPWATER. FLORIDA EROWEERRIG OEPARTWERT bra:Li aw PRIVEM, acer tE FOR "." COOCRFP A AS-,141,7P. Ar7 aseana• 'rest. CORC0E35 Sti4+4005 _ SECTION A-A karma lariey Curt Sect.. See .Ce. SE CI ION - SEC-NON C-2 4 111 Continuaus PLAIs CONCRETE SWALE DETAIL VALLEY GUTTER CURB CID 0400" zassah. . or i ED r am' NOSE: Sualhet re =sr 009040'4 000001o. Eo UP. Low o silusbuss OF CLEARWATER. FLORIDA ENOWEERWC OCRARTIIERT iT.r\s. 'ct Z".a I " • .es1t OTAL ee 55 G-01717 CAPP Si ClIoN A-A Recant 73-e 1 Curb Seclien See Were 701 SECTION 0 3 1 • • T— SE: NON 2-2 DOTE, 04ab5071 Eebewses opera. Ts be seed sets arteisul sleet...7s CONCRETE SWALE DETAIL TYPE CURB 3-, wer, +00 - N S CaT 773741 DE I ;Z. - As PP, ppuco PP,P, pep,* be pep, • PPP, P. PP P.4 P MPG , SIPP IP 78 Pmen, pan Ow „TTZ.! . .„.. 7 :Du40 wears1 conatesswe sew r t•••• • 0-1 etre. apPlee hap rappeoptal PP,* etas aaA wet. sours, s ewe .7. P PPP, Ammo., onC Gem, Zurpmps p pap mpg, repaPP,Prapp Pernove Curb it Exislin Max Slope A . • 1/2- rep Eseithe, TYPICAL DRIVEWAY CROSS SECTION Ewst rm. 3,88 p &tax Bass 4 0504+504,0 $J140J__C1V 5/0 Yr M■ersa Street 17 ra rate • 1,17 SECTION 5-B 3000.01 concrett 4` 'thew Coes, e- Mick Pk-ovewey, W-19 67. Ett/1,10 weissa +es febru 1St. siste 7 tf Curb ant Repace ce Fa, of Solewoik Rang O TYPICAL SIDEWALK CONSTRUCTION & RAMP DETAIL 17-- PIDE. 7:1,110. - Et 3 CITY OF CLEARWATER. FLOREA S.-4-1•41. 4710 RAJ. 0 - s tiler 49- ISOMETRte VIEW r„,',77.e=1,•n' cole DROP 03,13 MAW, HON 1/150 litem Wee PALle 3737717744. ELEVATION A - A \1102004( 71 TYPICAL SIDEWALK CURB CUT RAMPS PHYSICALLY HANDICAPPED 0571403(0 00 119 20* 3 415 WPC. EaDfrig e 051003 sestwaak - 7 " ERIC 01500e0 +00.' 4501 , 04 RAW C00R 0+00WAK Sass 79atit 011ter Nee- baDierig SrMette Veeticd Curs 050 34 _ 00,4, 41 cw- 0 . uM0WfAtseeeX g RETURNED CURB B s R A lsM, P S WALLEY GBIR 0O7 7. RAMP a CM:A 0-5 I Rowse Be atssimere B Linear. Feoerte Access0Mty sae-elY wen tet. Awrecharis eitti frow.ilitu• 2 0aieus 475 Dew s 733144 Serfin‘e tc 0 007.7 951 IA- Or ose of To, or roiie. 100if00050ce 5077 Reeweeren. cot F207 Row.ey 0041 Defew Dew, Steselords, 304 Co Le," Pcuist (4.717.1 s CRY OF CLEARWATER, F 000 201005* 1C10 • ' Or. 0 1 1 1 1 I 1 / oi \\ I DA /// 61" afis k .;,• * ,.- LI -. • , ■. . .... • ..... 1, • At, • ■-- -- • V ' '' C 6',> '. 0 -- = 11 7//,+ u.) , • t • o * --' 1*- iik+kkk:3/4-24\\ l•er CAM .71-177t Few MI131 RIR-Isen ISSUED FOR BR) SlantsEA As..7137•77 31.77137 WAD. DA31. f 33771 VISION CRY OF CIZARVATER, FIDRIDA ThCINEER1N DEPARTMENT AV a 'WEIR Ave. Mew-water. n 93756 70. A. Mu*. Gms•SAIA weimirmic PP „..7=1....77,433se7 ilebadt tr. mil.. NMI WATER TREATMENT PLANT NO. 2 — CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT CIVIL DETAIIS WPC NAPE: CIF oat Row tilldll8C7. OPP 2012024 12/00/00 sues IRS too se go, 142(106 D r Ate t AS 021 OPPOPOr OPPIPCIPM Afin DODD sseilML 14 «W. PE 4 337. OBE C 1 t 1 ASR.AT PAVFWAR NEP:ACFM_MT .ImE: I. TREAC ES LOCATED PEER PAVEMENT NT OR .581E THE C. HOR®NNt TO , VERTICAL POPE, DOPIP iC MO N PENA. SHOULDER OR 1i BACK OF CURB MO FROM SPRING ONE TO BORON OF SUB-12400E OF OETEl m€D By T • As MPRONd1TE. 9WL BE COIRMCIFD m A DOWN C. z. TRENCHES LOCATED 0111SICE OF EIE 2' HORIZEEN. TO "I• EEC* SLOPE 00641101181 flEN ROWAN, THE BACK c*J E C VEHICULAR RNrC WILL PASS OVER THE O2 Ovei1op Tit:e- moter.ol 55" M_'ross top 01 Dog/6901e . e c' c IC 24` - L I,' -c" TRS.TJCP CUT ;10 wa) MA_iRG OA N ».L pr »arc A vA wir . '" ... R R5 -C u:_iK w H' ,� / ° j 6- COE WOWS cswPER - _ , -,- // f. //��1r \ 1 \ //?//)� //-./ n / / %: \` -. i / vrEat m. SI�ML BE COMPACTED E LIELr TRENCH BUT NOT LESS WAN 95 PERCENT OF TIE WivAM DOWN AS DE :AWED BY AWE T -NI . • — . ream 1 ng to be f ly r pped 'h Nog Ueg tl. g I b- i':te Ty;>o Moler:. A- be Lrogi ieet,i lgot. 140 N opprove'J eq i \ '� .. \. ..\l \.,. ` .. ,t 3 REPLACEMENT OF . PAVED SURFACES SMALL BE WOE N ACCORONOE m APPLICABLE LOUR REGULATORS SKEW PAVEMENT ENSUE GRADE 6_.b- PP ( PLANS) WARES SE PLANS O C ae . tt '' D e< 0°00 i2 Qo.: ' "O O C• 0a8JJ I jG�°o_ 1y G4 l I` 07' . j- 6� - I n y. �A m 4OR . R - l j 1f°'°" q" _Y I 1 . _ ` yr. f r•P.r•.; err.• lrif: r •, :r .}:,rrS+.. clip �G! • ..r lire T7y.•:�:rr ••J' ••rr S,•ro ell AR'.•.,.! ` �rf� `.�:•"••: "/ °T�e:!•' %.a•:. :4r. S , mm ,w _,aWM a... ., � q,.aP.�.� Real nnp r: wow IN AAOM FPF \ .0.....„...., N .LUAIFT • SIDEWALK REPLACEMENT DETAIL a O o) FPb aggregate era tl s h 1 be s •O .' C^ SCALE_ NTS spec tied in the FDCT St0 do a sn^ t n o. I o >., u s a De E'" Specie'_clions T qq t a tl /� 0°� / uncle -tl a h01 pipe Set 9fl EXISTING ROAD BW J f 75e It t roL x either E 1 57 us<d t rnvsi '7 / />, /' /%. / /�‘ di eler PVC with perforations - washed and screen et LC ! mom fines ' / down See Technical The r:::::: :°: or for detl[ UNDERDRAIN DETAIL he ,s>�under drives and .Mdd »nys. BACK OF CURB with ,f ported Mo[kfll R W LINE \ / \ EXIST. GRADE MO'H :TTY ROL/ NO 118. t Of 1 , S I IT AS REo sn NOTES: , ALL MATERIALS WORK AND TESTING SHALT MEET PINELLAS COUNT" STANDARD SPECIFICATIONS ASP A TI.. PAVEME T1 _-L4.L BE �lT SP- 125 PROPOSED THICKNESS SHALL MAiCR EXISTIN'; THICKNESS &;7 SUAEL NOT EL LESS -AN 1 5 IN 13Le •'. ENTIRE WTI Cr r RGA;JWAY SHALL DE IA LED AND OVLRLAYL J 3 TREKS SHALL HE EA KF'LL D WITH 100 Ps. FLOW/13L_ FILL TO BOTTOM OF ASPHALT 5 4. PAVEMLNT RLFLACEM Y VL 3E J {TERMIN DY THE LOCAT OlF AYO DE T4 OF P N H. CONTRACTOR SIiA_L ENDEAVOR TO KEEP OPEN TRENCH WCDTH TO A MW:MUM IN O DER TO MINIMIZE IMPACTS AND RESTORATION LIMITS WITHN PNELLAS COUNTY'S RIGHT OF WAY SEE PANS CONTRACTOR SI-S I R STORF PAV -MEN TO MA :CT H= GRADES WHICH EXISTED PROR TO CONSTRUCTION ANY ADDITIONAL SJT E JECESSARY C ENSJHE TH47 TH'S REOUIREMENT IS ME1 SHA I BF PFP. -OHM= P`' THE C TI'raS T ^.4 AT 4 -. EXOTNST TYPICAL SECTION FOR FLEXIBLE PAVEMENT RESTORATION WITHIN PINELLAS COUNTY RIGHT —OF —WAY FLOOR. " °s EXIST. SEWER LMtRNt COY 6V=w Of A^AE.ARWATER, OCANEERING DEPARTMENT .mxRCROO 12' ABOVE PPE I COMPACT w 6' OPE —pp OE'NL �' .L: Nm13.Cw LU B 1 »� ;�• - PROPOSED RAW OR ko- POTABLE - WATER RAIN BFDENG MATTJEAL F REPAE.D Ib 12� FX$T. SAN SEWER �.� 1. CONTRACTOR TO FEI D VERIFY LOCATION AND DEPTH OF EACH LATERAL THAT WILL BE CROSSED BY NEW RAW OR POTABLE WATER LATERAL CROSSING DETAIL M 1 SCALE. NTS O TRENCH BACKFILL DETAIL OTYPICAL HARDWOODS' PINES ' D- ;LN>_ O I PVC /FEIPE MAIN N. - : DIP MAIN WC HOPE MAIN / a OE - «,r„ K* OfUF TIC mammy Ri`AJS 70 BE PROTECT-09 OS J , \ 7 - •ySFKA. 3 A � c -a'1.-.,, -t^dr'':. -� > A !WO»OpES - J/3 ENV :eF R iXOCEFS k SAWL P:ALYS - OITIFQ OFMPL*E. 2 WW[a5 - NO 35 DAN 1' x 2 DEEP _ .waR: a-rs No LESt THAN ' T .' EWER BNENFR• S V.l RF FRFCTD AR]IR:1 PRO1TC O TP.EES MD PRE. CND GOETN BY par RFPNFSFN' T - BErCRT O'EIRJCT:ON 9fGV6 WISHED GRADE 50 WATER TRANSMISSION Ue -Rea, POSTS ARE C BE A f5: A TS- . LENGTH � EASEMENT j �.Ty,�jr(I jD '�A,t V �'I li Y 11 � l_ C. > M"1 MINNJM Or ■ FGO AN;]ROE' "D N C+tCJNL1 M7 ^1,�.s 'S C. 0.62ERS a RERAN N PLATE LEE ALL ',AVAG. �v {-Ck"S1'RK 'OA O HrAN' FWV.FMf K OE OF AifA V �F!G{I�` L 6% " ^; f �^ .Esc =k Yd WA :s, T (s (#ILN(F. IRON TiF iA�C - f.-. iE5YX:3f'.c a'AE�i�` Al 56� -<)!I '' �s�,',ti!t' f Y..�r S�`. . fY -:x � 36' OR �8' PRESSURE PIPE. CITY Of ST. PETERSBURG WATER ,RA.5M651CN ANN (` eiA '•. 5 , nl 1E, . 1 EV:x I CE PVC /HOPE MAIN W TEE \ NJ GATE VALVE M.I GATE VALVE NOTE: 1) ALL. PVC JOINTS TO Rf5R1/VR® 2) DIP N1) t i � , ;. 1�J 1 ? _I 1 i <:'i SERI _ � + in � P. DP. I ]�'3 OF LINE FETTRoS AND VALVES OR BETWEEN TWO FITINGS WHERE THE DISTANCE BETWEEN 7T$AI 5 EQUAL TO OR LE- 5 THAN TB' °TYPICAL TEE & VALVE DETAIL ENT RE DPS LINE PROPOSED DRECTIONAL DRILL PRESSURE Phi DR UOLTIN CROSSING. ,RTES: I I L - %\\\\\11111// /�//i /�N ,I \\ \\ ($l •�� _ - v � /� R� i ♦. �/) ♦ ♦4 I L y !.`4' �i �/ C \` V� \ 4' / I \ / ' O / T ` i IV- • * -� 1 M �' ST� ` . ... j (i '. ! � ! .� ♦ /e t.: ‘e %� �'i,�� /�A�!iTIDA - .�e�`�`\� '// 'SICENG - \ \ �jf1i;r =j141�� ////�'�p��\� E-6 TREE BARRICADES \ \`� / / / /GFAPIIAr_R !lm El Or ?Y. ST + Rr 4 C9 /0': N i S. 1. EXCAVATOR w THE VMIER TRANSMISSION EASEMENT FOR RECOVER. OF BROKEN DRILL EOLVIER RILL ET BE z DNEanNAL BORE E01NMNT LIES 10 BE USE FOR OROSDIG WATER TRMGC65ON OSBERT; A 5.000 to 7.000 IBA TTT UST /PL LBACK -P TO ♦` N 1 1 A DISIANCE OF 40F. B: ]RIOT to 121100 ILO INRUSH /P10.18AX -W m F AND LP m A WOKE a FACA C: 12000 O 16,000 LBS. TMBRT /PULLBACK -Jh TO 8" MD :P TO A DSTA.CE OF 80DA. 3. THE ELEVATOR OF CRY'S WATER TRMEWSSON INC SILL BE FELD USED AND SHOWN ON CROSS- 001 DIRECTIONAL M ALL CROSSING APPLEATE.s. 4. ALL TE RRRCTNC STEW AREAS FOR THRUST MD RECEPTOR PITS SHALL BE LOCATE3 OtRSOE DE COPS W IER TRAIBY'.�N EASEMENT DI EC ONAL BORE CR SS NG TINDER WATER TRANSMISSION SUB 06/02 EASEMENT DETAIL SOB 03/06 DECEMBER 1999 550 -55 CITY OF OR SRWATEI, FLORIDA ?JB' IC WORKS AJMINI' -9P,A' LTJN E.N,i. NELPiN - row.. I vrr ewe 'O °f TIN I ALCADES 1 >"n rcsm•Im A "- ,�u "' ( , Dv , T13a WAN Grb9 �-.A. fanwy. }�_�, ISSUED FOR CD CRY O' CLEASEATSL FLORIDA -a t \v DI� DEPARTMENT 100 S. /yrtie Are. CiPTIP180 FT 93756 HA AI.N s ;g° `o.�11°'" A MIA .¢ MOM WATER TREATMENT PLANT NO. 2 — CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT CIVIL DETAILS VOA NAM COB ^gym. sAIC1m AI *. Isar Pr ' "'W °i1 �� AAAArmA Am Al 2D1 "102006 '� /� ®�' RBVT JIIA _ 022 torn aAISTa ME MACS 1M ar.Y 1947..1 RNOIA¢ a auua. .E I.1s n N.E ...al. m. MAIN:.. REVISION n rE AIIX.FiW . wUrv..1- N+sa 1m MAMA mow 0 aN.a Pi. / mn as 1 t 1 1 1 1 1 NT7 HO PA( .SERS AL/ANED TYPICAL VALVE & BOX SE! IING C177 Nprx NO 40? I OF 5 PITS CITY Of CLEARHATER. FLORIDA ENGWERING DEPARTMENT TYPILAI. VAL& a 905 I wm 02./OR Si -NS T TO.r Of SVC' swans Et 1 ETTENXIIN 10, 'ALA 03, S.0.3 F E SET SC AS IC 8618000 1/2 Of THE farLITTLIFIC , ENGIN TOO ETTORE TSE 2 OPEN/CRC 0,11 SKALL RE ELI 50 H5 ,7,1 If WliIW,1 2" 15 I 25 Of CRAGS 3 INSIN. TE NRASS IFIENRIT,CKNOM DMA 10 CONCRETE 4 INSTIL- 2- PAC VOA ?LUG FOR TRAELER VANE STORAGE 5 IOWAN WIRE OC-AES - (8ANTE OR OW) SCIL-ONA 110 03. OPALS FEWALL 101475* 5%31318 NW 2' BRAES PLAC iv/ RECESS 'An TTRIJOIATF DESTRAT't S311 P 12 GARC,F TOPPER TRACFP WIRT AT TOP 8/ A MPOLISIN 1 0 fm 11164 111111 09235 10ENTAKArIO5 0131 -7 2 CONCRETE PAD-, COVER ,Ns7943,..A7 0,0E0 1,et 1, slts 51 : --517E or VALVE IIII-TFREIT CAll 11R 111:1C - . . / SN, / 4"'" EARECDON & N.AIBL-R 0, TURNS .......:1....' ' ' 8.2 WEN VALVE '1‘..CAI, VA' V' ) \ -,.., S.% ATER 7 TYPE OF 5614235 , WATER (001ABLE WATER) 2' FAG Hi PLUG (SES NOTE 5) WATER VALVE BOX CONCRETE PAD PLAN VIEW EDT 011716 18 402, 2 CA 5 3" BRASS DENTIFJCATON DFSK CITY OF CLEARWATER, ELOINDA ENGINEERING DEPARTMENT WAPT'IP :AV& e...Nfr. ommN C-ONCRETE PAD fot, PTAN VP* 121 PENETRATION TO BE MADE BY MECHANICAL ROTARY CORE BORING AND SHALL BE BUTTERED WITH NON-SHRINK GROUT TO PROVIDE A SMOOTH SEALING SURFACE EXISTING MANHOLE Flow GROUT SEAM MID SEAL TO WITCH LINER 6- TEE PVC REMOVABLE PLUG (2) 112 COPPER WIRE (CONTINLIOLIS) 6" SAN FM D a 7, WALL SLEEVE 8/ UNK SEAL 5-316 OR EQUAL KEEP TEE AND DROP PIPE AS CLOSE TO WALL AS POSSIBLE STAINLESS Sit L ANCHOR ETYPI 6 45' BEND PVC MODIFY EXISTING CONCRETE BENCH & REBJILD BENCH TO ACCEPT NEW DROP PIPE W/ NON-SHRINK GROUT !Cal I_ ALL FITTINGS SHALL BE AWWA C-907. DROP PIPE SHALL BE AMA C-900 (CLASS 235, DR 16). 2 Al HARDWARE AND FASTENERS SHALL BE STAINLESS STEEL SANITARY FORCEMAIN RETROFIT FOR INSIDE DROP CONNECTION A 73 Restroirong GcsAet (Ty:. I . r ON Ail TEL A AMIN. 01 12 5-Au BE RESTRAQIED 09 EACH RIAI LEG L = 1810106 ANC!. 1L KS-FRANCO GM ECE OE E01010 ) 3 - 1:73t04401 EN017,80 190. NALNES ACORES BASED 311 31/ 5011, 0115111, 15L A15' 115, PALE.. 75 RIR 5 WRAPPED PPE Sou>) 005114,1 (..yp 00 NC" USE FOR VERTICAL 1E51::75 NOM. L:730.05 i.deg ) PIPE ':TI-E',1 El9ANCH 3.,67 '--T-' S.ZE II 1 2022.50 F5 93 LLNLI,1 IN I LLI IL) 4.. 2 3 7 I 7 18 30 IBM! 1,02 Ill 30 :24 MERMEMERIEMIZEI C i 12' I 3 - I ! NoK. , 3 i NO,. Ti HIT7 , ; -`. 3' 76 16 5 10 22 53 -3 97 20" 8 1 1 a 26 63 tt _ 117 E) DUCTILE ANE FOLLONINE JONTS 11055 ER RESTRAINED IN APPLICATIONS: , 5.5,3) - (APIET 2 TEE - ALL BRAVOES 3 OFFSETS - PAET AND OUTLET 4. CAPS 0 PLUGS 6 DEAD ENDS 7, NY00AN1 KNOUTS AWL, NE AKSINWHES HE SEAS- 0205 NOTE 111,-US, 1445104811 ON ...USN, 010113. IRON "Pi &NALL 13 1.5. PPS. ECID LOCK GA551:15 FOR '3 100 IONM PPE AKENCAN EASI-LIPLA CASKETS FOR 41808211 FASTITE PPE T90057 REE,TRANT CII DACTILE CAN FITIINGS 5115.1 02 PREATJET 01 1117 OST us R6140005 LECRNMOCAL ICNI IRON PPE THRUST RESTRAINING SIM NEER NO 4,1, 2 2 NTS 0131 OP CLEAR:HATER. FLORIDA ENGINEERING OERARAKAT m •;n- ALTOLE 0536 5 78RAST 01: RESTRAIN NG 5- 2 3 NONIZONIA: & ARTHEAL SEPARAION REQAPTEMANIS PROPOSED UTIJDY POTABLE PECLAINED WATER WATER : WASE WAN P : (0CANITY de =-11) ; STORM 5361:6 NORA ; CRT 1 00617 i CAT.7 090256301332 ! VERT PDT'aLE ''...F6 .31; 1 '2' 1.11.37. ds 3 1,;(3' _ NOT 3 NON3; 4 .> ;, N'o'N- s'1::.,. RECLAIM:0 WAIL A 2 3. ! 12 I 3. 2. ! ISM I W 3 Wr, , ti3,71 1 ,,- ., 3 NO'S , ' ' WIT ' I NO 2 WASTEWATER (3,--8711" ASO EI-01 C i 12' I 3 - I ! NoK. , 3 i NO,. Ti HIT7 , ; -`. 3' ' '' NOTE 7 111.370 OE WA, 3. , 1 fc, /A I 3' N/A -3 1 N/A . N/A NIA 11-04 11:1:251" 12 IALARELKAT PS 70 PPONCE 3625,911111 AOP £1043901302 AND NAATIWCITE 74.7 FEET -78 NORIONAL -A.P.A708 NN.801./ 1C3', F 01!: 1,11-Si FEET 36 110v1.0 EANTAPEE .7:51ALLED Po7Ds, TAK.717- H01777,7. 7.770.171. SITARATA, FOR FAA- 4016 :07AL FOOT OT 1E090 2 3 8-1609 REALAIKAAWN AP.Q5 WEN 510101 PPE 1634565 111503 AHE ocu 1141* Alt CEA SIAIN 71:5 CHSCIOR EQUAL TO OP GREATER THAN 2 110734 OTAERNI, 113 2511*109 53401 1116, ES 12 ,NC-KS 3 1215 SEP1114■1:4, 011iPpi&N 4o01:65 RINSMON EDEP aPARANON THOLNEL 6, 62-55834, 141 AAR,na_s 1'176, 1,0 FEE: RECsAFFMEN TS 11- 310 1250106 S 8 S ST 555 0,4:5; r AW, E, OF ISsisks,k, 00,2543 Y IV 33,0 Arc 0:41ANS OA. P.E THAN 00790E 25 025 70 AOTEIDE SW RIPE 5 43 1321:0 1:1.1 sHN., ,A,s 6001341 217 NTT 3/11 PART CO T....40 FTOFTA F 14 53331:3.00 CSN SEPARATION REQUIREMENTS FOR WATER WASTEWATER AND RECLAIMED WATER MANS HOT DIPPED 6A_VANZED STEEL I 42313 COVER & I RAW W , 6 SS SECLIP ROI. TS W/HS-20-A4 LOADING F INISHED 'WADE RIND cpcorr CONOLICTOR IA EACH CONDUIT WITH 'II ON STRIPS HOT DIPPED GALVANIZED STEE CABLE RACE & SUPPER IS AS MANUFACTURED BA EINE MA"ERALS COMPANY 16 BARE COPPER CONS 31:1 OR PULLING-IN EYE OPPOSTE DUCT EN7RAN1:E SIZED AS REDUIRED SEE SPFCIFICATION 15107 I I FT' FTTel COYER SHAL_ BE MARLED TEIBFR OPTIC CAS) 1" TM)N 211:11.1 4% HIGH LE7rERINCI — TO STEEL CONDU TS OP BOND WIRES SEAL 101:11, NON SHRINK 346013- PULLBOX NOTES' I 00 NOT SPLICE CABLES IN PA, I ROXFS UNLESS OTHERWIS= !A-)TEE 2 ALL MOUNTING HARDWARE SIHAA.L SE 36 SS O.J.J_BOX TO SE PLACED ON 6" BASE OF GRAVE) 4 PilLi. BOWLS TO 3L I I" X SO" )1.9,61seum 5L7E) IN --GROUND PoL, ASSES WITH 203 LiDS (CITY STANDARD:: AT A SPACING OF NOT MOPE THAN 550 INCREMENTS - 5531:5 El WHERE 13 FrEIER OPTiC SPICE WI I RE 6503 659 TO CONNECT THE EXISTING FIBER OPTIC 'DASD , PLIAI5 ...N3 ONC THIS ROUTE, P3L1 BOXES SOUL, SE 30" A 48, IN-GROUT) pLILL ROY MTH 291 23 15 NO ULLEDYIS 41154.1. PLRMII IUD ON ()TYPICAL PULLBOX SDI-WALKS 6011330121 EME 1E' RAW (BR,- IS' MN THE) IC wu “1031101)./ 71130 A- PAH ( CAT ONG SITE OR ARSE TO WELLROINIS 179T- ) ) PLAN VIEW STEEL 9155011IG HPAPA 501'L 'OnelPSTORRF:". FAREP H H TS, -IN FaECT,TPT . AS RED! FRED SECTION A-A (9 GENERIC BORE ENTRANCE/EXIT/PIPE TIE—IN PIT LAYOUT SCALE- NTS NOTES. 1 110, WAIL IS FOR NTORNIATION PIAPOSEE ACT BEEDPS CONNIENCEICIC a: Tot WORK 01 TIC Pr, CONTRACTOR 35 PROVIDE TO ENGINEER FOR APPROVA 4 SHEEINAG/SHORING DESIGN 50 TIll PIT SICCED 8 5EALE0 EN 2 RPOILSACHAL 14913/LA PEG:SILRED 01 -15 SATE Of 1505*3 2 CONTRACTOR 15 ILKPORANST suPeaw 1i5I110N 500,11115 11555 mo-NN, II Ap.-, NM.. Cat., Easolt. Cans, Ma. SY. ME Ise,. FA.. .41:17 (0131 701-77U ,M3 ES' 76-887 !SS FOR BID Ammon:T. REIAM014 COY OF CLFARTFATIIL FLORIDA PAGINEERDC DEPARTMENT 100 S MyrtM A.N. Ckarwa ter, Fl 30756 MEC N MIRE et .MX11 CSWI 111■11,01O_ RAM UM NO um., HIM, .5c7 IIONEMIc taw Was, WATER TREATMENT PLANT NO 2 — CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT CIVIL DETAILS C19 meta.. so_ 2012024 se on, NAL IN mac i2/07/12 SEW,* Si JR5 OtEWEE ay. IMA *IN Mr7.. 023 44NNWED 191151,belnai ENV 80818 1: 41.4.14. PE I 3316 MIN _ _ NA = la POINT PAWN RAH (PLIATKNI9 wst (603271:)) .S! :APT PPS .. AS REOUREL 7/ST ADM RFC RAWL NEW APE ,,,,,,,,- \ OEWATEF 'HEADER LITS1 It/ WY, i PONE 0.1 HPAPA 501'L 'OnelPSTORRF:". FAREP H H TS, -IN FaECT,TPT . AS RED! FRED SECTION A-A (9 GENERIC BORE ENTRANCE/EXIT/PIPE TIE—IN PIT LAYOUT SCALE- NTS NOTES. 1 110, WAIL IS FOR NTORNIATION PIAPOSEE ACT BEEDPS CONNIENCEICIC a: Tot WORK 01 TIC Pr, CONTRACTOR 35 PROVIDE TO ENGINEER FOR APPROVA 4 SHEEINAG/SHORING DESIGN 50 TIll PIT SICCED 8 5EALE0 EN 2 RPOILSACHAL 14913/LA PEG:SILRED 01 -15 SATE Of 1505*3 2 CONTRACTOR 15 ILKPORANST suPeaw 1i5I110N 500,11115 11555 mo-NN, II Ap.-, NM.. Cat., Easolt. Cans, Ma. SY. ME Ise,. FA.. .41:17 (0131 701-77U ,M3 ES' 76-887 !SS FOR BID Ammon:T. REIAM014 COY OF CLFARTFATIIL FLORIDA PAGINEERDC DEPARTMENT 100 S MyrtM A.N. Ckarwa ter, Fl 30756 MEC N MIRE et .MX11 CSWI 111■11,01O_ RAM UM NO um., HIM, .5c7 IIONEMIc taw Was, WATER TREATMENT PLANT NO 2 — CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT CIVIL DETAILS C19 meta.. so_ 2012024 se on, NAL IN mac i2/07/12 SEW,* Si JR5 OtEWEE ay. IMA *IN Mr7.. 023 44NNWED 191151,belnai ENV 80818 1: 41.4.14. PE I 3316 MIN 5 0 Shnel Sel•CL Stop Less Check MUELLER 014350 with Lock Wing and Compression inoe or approved equal Threaded Corporation Stop MUELLER H15008 or approved equal clop at 45 angle) Saddle required on 4" P.V_C only Iran service saddle Ford Ft 202 series sr/stainless steel bond or approved equal Water Main Water Seneca Tubing Driscopipe 5100 or Endot/Yordiey Blue Jet, SDR 9, 3408 Polyethylene 1 CHLORINATION TAP IETTT WOE& 50 504 1 OF 2 N S COT Of CLEARWATER. FLORIDA ENDINEERMIG DEPARTMENT C,00 TAP mom= ey R END CONNECTION TEMPORARY BLOWOFF AND SAMPLE TAP 410 ill ott, VI, MO 5 408, 2 or 7 HA TOP CONNECTION COVER INSCR15E2 PFC1A1M18 VOTER PLAN VIEW SCALE MS 44m, NoTE • F04A rto OSoRi MAD. SHAM BF CL000X,E0 ATTH & APPROVED 00 OWNER 2 ARM 2004 0010(2 SHAI NO' FIE T 0^....RTED 0. GRNNACE SNAI OR OTHER AREAS WERE IT 5 SUBJECT TO SAITADTGENCE 3 AIN DI/CLOSURE 51148 X LOCATED ORTISIX OE CEEAFT RECOVERY 20441 4 20011174010 rACNC 013470 '0 BE 02.711.1.110) OE., It. 52-555 320(211(0 44 05A., 05.2 5 INSERT 2101114014$ 544051 RE 4,4lA4JTACT0,11 BY ISOS 20102410 P0 BOP 830340, OCA RORIE& 24483 POLTETHRENE ENCLOSURES 544400 00 DLITT MED( FOR RAN WART? MASS E0147.1TRATE tOr 4490 FlIP 05714001 1 YE 15(1 NOTFS) 20*Se4410■77 SE, Vir .1077REE0 7172001 BOGY 500 00211 • ITTCTAM 100011.05 TADX, fO 52045077 te 010154(5, OR sletniEn FRAM- MAIM 04020) CORF )02.SE r3on) 53.4, 10002 2020 231421d 40 IC RISERS A.- 3-02101 012.11.1S420r WATER VALVE NEP _-- (HO SUBSTITUTES) 2" 00 BEND (COMP • COW .) TABLE 1 COMBINED I PIPEIJNE AIR VALVE ' ARI VALVE MODEL SIZE rent Rue WATER D-071 PT 02 CONCENTRATE/POUR E I 0-040 P" 02 PAT -I MOREL. Al 14044041 2' TYPE '' BACKWAS, / FORUARNS 1 0-024 PT 01 2 -0" MP) (SEF NOTES, 13-o0-.32- (1110000) "0101 1001401 1I00053402 00947 1010045 Sr, (waif, Ott, 771. SOO, li3 1E37 '0 rn ErE,A 21 BA-L S1R240" FITATTE rALVE MDELLER B-25146 OR SOL, "• F 'JANA MUELLER 300 1ALL CORO" 01010 - (TAPE T-IPEAD • I to Dor0R(55405) or 10 041 TTERACT WERE °COMBINATION AIR VALVE (TYPE I, II & III) SCV)I IS /"." STONE RED N ROA,: PS 7' 00- boy, (cam 8 40. 2- RE Ilarrld. 15LPFt Artmard lOwirdO 044 B&PTET AT ATINT/ r- 90' WAR , ( ESTI- TEL OW) \ RESPaN 5002 V-slOE (.4.1 PAU (FEAR) 0E50.-15100E EBAA 4 EPS.. PIECE Pf,E I' 57 Orrin 0103.50-) 024 501(5 I) 51,51 40002._C 2,13070,1 5431200U. EEt TOUT 141701 050,41 AZSO1.1.71075 505457 7 1700.190,1105 040 r407. 155(2405 " 0 007 1.02, 00521 ockTr) 0, SISITWAIK 3'. ATP V2C0L0 VALVE IETTER,S SP,O. BE •50E1E 3100AT,02 70(011 & "SEREAS SIAA•ST, &MEL *INLET 0-1.4,5021 . 74411,1f SLIPPOPT o 0R510 81832 OurILLE 01111 *Mt (0050 Catirart PEP SECTION 0506- .ATP. TAO& MOT MOVED ArtINSAit 4; ALL E117101225 OH, Of 175710040,7 COMBINATION AIR VALVE (TYPE IV) FOR CONCENTRATE PIPE AT DREW STREET .4 IS OTT OF CLEARWATER. RORIDA EMGOIEEMING DEPARIVEXT I T AND TAP OF 7 0 mr 4 Roque, _ 1 XS\ \ RING — HALF PLAN 35" 23' 21" tbcnned C RING - SECTION ibbermon ringlt 7" 232 ITT, . 9' 2'S bs. Nor Skid Forte, Required NOTES Requires 1 Athere roadway base lo 5' or 'bicker, rise 9' imp 2 lAdruldsturens model c" storm ring and corm to be opprovec by City Engineer Pick 11 - • 7 C" COG ., '2 Li 21 Et A ti 0 0 5' \\2 --, 4 4 '-"---------- SOLID COVER ns. 22 :/4" I i kilocrimed Surface/ SOLID COVER SECTION Minimum 'Weight 128 lbs (9 COMBINATION AIR VALVE MANHOLE COVER n I S fr 24" Rkr- -1- [1 29 1/2' trti RING - SECTION Orcroill (5 lPo NOTES I U.S. Foonory No 117 Ring Ana 8 Cover Or F1001 rd 2 Non Perelrating ° Pick riOrdo / =3 Ii o o )1 0=e2=11' oIoC. 1(000 Ii 1,1111 0 \A — Li 1 ° ER SOLID COVER L.-___•- ss 1/21 SOLID COVER SECTION neign 173 bs COMBINATION AIR VALVE MANHOLE COVER CAST IRON Dr, 04707 riar 301. 2 OF 2 N NT. oir F,S.,E+25 cat2 3-11105 P&IJJSI&&E RATER 0055 SEC (NO SABSITIT.PETT, 4' 02r ETEITC 0050975077 5112 000.0. 011.7171E MAME Cr ELIVER (551010 5012;2117, 0007E7 2112.2.7C 02425 000r00= CORCRCTE FOOTER rise Frict I7 1.• 5",4" .E2 (710.1 12' 1.004. yo. /57 STONE v2 Al 4010385 441 11LCO.DE rkovIT H-10C. COW: OBE 040(41 /Ca,. 151 00 SET OR APPROAT "OLIN DRATT-OFT rauc 01 2' CC MARI tiOTTE 0•s3 AzdardER funi 00G4--F12110E 01 MATT 4' SPUR PIE(E. 10,50 , DDT REND IPTAJARATJ( W.1315: I) 5442450 YUMA., ...MI 01 PRPIPOSTO mAm 50 1450 TIATH 00451 ACCOMMODATES <Baur,* 2) COWANAT/PI PIP 411112 41014* 0 0 047 SC 0440 t HE (072070 vi DOEWASA 3) Ai., 95001 44 aSTRAP:a! GATE krivE OA) COMBINATION AIR VALVE (TYPE V) FOR BACKWASH PIPE AT DREW STREFT s ,,\•%.1)),‘D ,5--;,16—e-4,-. 94, / 110 ISSUED FOR RID SurniCIEC (SOO= int ftilite. VOSS xxvIDOEC NV. on amen WNW& V. etj 111t CITY OF CLFARIISIER. FIDRIDs ENGINEERING DEPARTMENT SOO S Myrtle Ave. Cleerseter. Fl 357515 WATER TREATMENT PLANT NO. 2 — CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT WATER DETAILS C20 2012024 102008 - , . = : <E . //:/_,...0:1.Dep,14_,- \- \-,..,: 4•0A,----- l'iloillio 7£30 Frar Crear Cs.. IS.. Pram Sat ICC U.S. Ursa. t. 7001. (.21712 OTC-1711 2 10012 106-4.5•7 Mt (COL SaseCla Or 12 /07 /12 OfloaRc en( COMMA IS 024 Armco. FOR CS51.4.1.10 OS' Sawa. 00.4f2 C. SCA. A. .3721 SCE 1 ro 3, 4o1:e r cotta ao,o SYre, - Pone: Strea,1 s' Ma :+mw :- STe [.1,0 * CROSS SECTION 701- iSOIJEI4IC . -11EY iwiwr Site Enootoe TEMPORARY EROSION CONTROL GRAVEL INTERCEPTOR BERM S 3.69 06 * oa 0" Fran 7roo. 'NM tionizonto 011, 0.:01-4 N1. 601. 1 OF 1 N.'.5 COT OF CIFARWATER, FLORID ENGINEERING DEPARTMENT EM00RART E4059N 66109. e0HENOL 06AVE_ w fo 00■ at 12 1 "2' 00610 50310 rams. 202 Yea, N---17' tax s- 1'aratc Fa -�� T So 143 TLS' 1 EFT J s )get mat c i 6 1 o5 Pr 1 g e f stein_ 2 2-x4' 8 „ t M is c 101004 Se:ps 'weep a0064 n p. tore ct of _ 7 WOO,. 3 r : D.0' 5.1 so0.- s+r 1y ptoce., -n y O so De _d SN \` r- riramos Firer 04100 10 ANec 2'.E' 2-.4' Taro., Sea, Naa TEMPORARY SEDIMENT TRAP AT CURB INLET 04 0+01:1 604 1 Te 10.3 r, -•at- nalaTec Fo-atE Fowl ye wade is Cceielli 11 Meo Earl 004 Edge of :harms. 0 tones 53oe0 Naa3 Side Slopes IwA:vt rtal Eat' - ?_ al Cr.nnys 34401-06. 5..P1ee.. •. Roo& Sde 0611164 41 10,00:111163 1111:: N VIEW n i Dat,bec Fero, L; /t �e - r 37540 0 SECNON A -A T TEMPORARY EROSION CONTROL DIVERSION BERM 7370 :0O0Y IA. 302. 1 04 '4 No. Slape ' 1 1 ao* I PLAN VIEW COT OF CLEARWATER. FL( ENGMEE8NG DEPA0TME D+s 7:,013 Eel Cna a,: *0.01 Sadao, _c' Nana Tanot `0' Met Insert OR'J_iS Si C 11115 Aral Go.e• 7i00 me a Not E Jr, 4rooe T D onoge ATea And ienaat 07 a.< lo Chna lim rr i a as - 10 _ > . satyr r1 r Solana/ TEMPORARY SEDIMENT TRAP AT STORM DRAIN INLET 0137 N.trtY »_ 135. : ,F y U SANDBAGS, STRAW BALES OR OTHER APPROVED METHODS TO CHANNFL. RUNOFF TO 141ASIN AS REWIRES; WHEN STRAW HALES ARE 1)505 IN THIS APRL {CANON A BET FENCE 45 TO BE INCLUDED AS SHOWN ON MIL 00651RLAM B211 OR THE SEDIMENT BARRIER SEL INLIEE N0. 60/ 574142 PAV3D ROt DWA" SEDIMENT BIPIK {R , SJPPLY WATER TO WASH 911EFi5 !: N_3555*4RY, SF11WAe NOTES- 025 I 1 THE ENTRANCE SHA0: BE MAINTA'.NFD 76 A CONDITION THAT 1.1LL PREVENT TRA SING 00 PLOYA ✓ F SEDM*ENT ONTO PJ61.!C RIO-1T -OE -WAY 456.5 MA• REWIRE' TOF DRESSING, REPAIR AND /OR CLEANING OF ANY MEASURES USED TO TRAP SE0*6EN1 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR '0 ENTRANCE ON 0 113B1/3 RIG11! -10 WAY. 3 WHEN *AST-ONG 15 REQUIRED i3 SHALL BE DONE OS1 AN AREA STARE E e WT- C001SNFO PRONE THAT DRAINS INTO AN APILROVED SED435111 TRAP OR SID MEN! 814575 11 G'W 4 2" 3" COURSE AGCREGATC 6' +H U, (MINIMUM? p'VERSION RIDGE DIVERSION FROOL REQUIRED WHERE GRADE. LACE'DS 23 1% 50- MIN PLAIN TEMPORARY EROSION CONTROL DIVERSION BERM C'O'Y 04000 NG 072 7 P 5 CITY OF CLEARWATER. FLORIDA ENGINEERING DEPARTMENT SECTION A - A F= MPC,Ar _0031-15 CONTROL moo w DIVERSION BERM 51-24. 14 2 SPADAK; R 00503 12 BF F �G FFF1 APART., Ft_1FP. 1-=6402 .161040 WTI+ OW STi0. 10 110 0.0115 0A+14r FASTENED TO 4 11180450 110401- ART aNst 314117 M TAB!. I 430 W5? EXTENT alt -wool Fff ANOORTV 5 ' it. MATEY:..: 60 NEM CE SITT PGiI e0 a. FOF A0p14UHN SIRFAOlH i L1J1 - ABR. MAl_RIAL 740. A ?14601-0 10 A 4 RY..11 :MAX`, WEE MEGn 57?EEN 6104 501 364 055TEIE: TO .1...1- ATTACHING TWO S.T FENCES 02 FENS ■ - -- 201 331102 nA__ II2 J8l POSE 64 1K 04CWI 1ENti 9:11 ieE 0051 01 fel Ea EBB FIT IE YtE 5 it GG Felt n S YAt iMRt 100E FAHdK W1ERA. 0Ii4"._ :tn OF N RCO' S Tr✓` 04h TS4T T5 0410 1 1 1 10 I04 101 SAND - - - - ---p111 mot, FLAP INSTALLING A FILTER FABRIC SILT FENCE CeTe- R.3E 47 6?': : _. 3 1001 OF C.IARWAIFA, FTDR10 ENDNEDIONG if_PARIMEN' ewe R51Y01017, r M6va1 E1314 FABMC S 1 tiN Sot Secan 0' Ma. ..ascot Max; i..e ?.. i ..stir. A 3,0.3 to 19115 '!,o+ Peat 6 I•--r F. Ira& aeon (P sy_tt., Ne./ 3 54ol.• F017, Mote a 1 51037.6 nd eat0,3 into 6110 Trona.. 05010 Ana t anyac The led se W1.eage 'Y+aaafor `Foal r.er4:v.) INSTALLING A FILTER FABRIC SILT FENCE 607. 7 Or 3 .L� co CET OF C1LAPMATER. ROOM YOMEERNIG DEPARTMENT 33_21 R .Ne 1e 5108301 Wlm-+ost No 45:1 Saarial See r 00 oe, Na..e,.t 1 .._ __. yr- >_ -- Lae, Donee 31am E.aes of Soo. nEyy __.. 5636140 fl 3.01._,6. 25:11 4ni Sl_E�l3e0 Sofa -� L 04444 + Required Oa, =as Balf TEMPORARY EROSION CONTROL SEDIMENT BASIN Coy MIRY `0,1,\‘‘.` \ V l 1 I i I lj, _ --- V, y iii t.i p� % - l r , rn :<_ Y917iv -4.,.. ISSUED FOR 060 Noteel TAN® w1- tut e. aiaiOlt .a. 0 st. 06 Irr 64 OP CLEARWATER FUIRIDA DEEMING DEPAgrMENT JOG S Myrtle Ate. ClumwMter. 377 83756 GO IMMO WATER TREATMENT PLANT NO. 2 - CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT EROSION CONTROL DETAILS is 021 Ammon 20120E4 102006 180 Mert Cart, Fi fa s to swl M Nov So tt mean fame 0131 MN- Fr. (Sell 236-MIST Rc.A MOM MRNe gs "12/07/12 JPS 1.6 aFwrD n Hume 8PR SMA 025 Assam', NV oftwamfait G 0 V 40194 alIfENSIN FILTER 13161.7 • NEEDED 01.10.0 WIVE 1E9, S.RP)RT STaL CR WO/ POST _ ___ —. FLOw S,ANOARD 11)10* TREND.' wrn* MAYA BAC16F 9' MAX. (P COMMENDED) TORA.ST N 10` MIS LMACVI:. OTIH Nat 9.14P3 0 FEN, G` YAY, SPAL;NG WTMOI: TIRE SUPPORT PEACE ALTERNATE DETAIL ITONC'H MIN IMAyl "YPF INSTALLING A FILTER FABRIC SILT FENCE CITY INDEX NO. 6O0 3 OF 2 Ni S. NOR =_ 1 P3ECT AME D1) PAIR FENCE AITIF EACH STOt) E'IENT AN'S REMOVE SEJAENT MEN £056552.0 Y 2 N2. 0ED 3TMIENI S11AL. ITEW,IEC TO AN ARIA THAT 66.1 NOT CO00NTRW;IT SEDIMENT O' -SITE MV CAN NE 3 OtTENR!' S19,3.TC. 3 SAT FENCE SHALL BE RA" ON SLOPE C.ON7WE±S 1)C NAIM'rTT sOMONG ffElf-NC1 COT Of CLEARWATER, FLORIDA ENGINEEMIG DEPARTMENT FISTA:11N0 • NIC CA 'all 974 SA-ETV NCOh w.T:'+ ♦ X i PVC 401 - C01Yr:CIOR. tl (11- 22) DL. NN _ COVE1ED NY.96 N. _ J t *4. STRESS BAND 100 FOOT / STANDARD _0110,1 4011111) ACCORONC 10 NEEL: SP¢S0 RATE RTC (1)001) FRESS0RE FROM FLOATS) T FEH r SAE /1.4 o1AYL COT_. CABLE (IT_00 -10 Cf SHACKLE [NNEC'.ONi. FWD:: EVERT 6 )Fit FLOATATION _c h �STRE55 PATE ) BtiaS k 4.3A3 ON: J FLOATING TURBIDITY BARRIERS TYPE I & it OTT TIDES 90. 509 -. 1 OF 7 OTT Of CLEARw4TER. f1OWDA DE EEMG OVMI/IENT FLOAIN6 TIEr93.7 < BA0P]ERS �� 1 or ATtAS,. FILTER FABRIC CURIO t TO 2'a A" *3014 FRAME OLCR.AOPING • *601.0 '0 NLXI STARE — TOP FRAME NE0SSART fOF STARR'TY Y. a' woo FRAAF ; PONDMG HEIGHT 4 =.:DES Of D.' / INDUS I DROP 4E11 i1ITINN NINNER`. A:6 19 IN WE FOR SMALL NEARLY LIVR DPANAGE ATLAS _ (W., I0M 00) U1F 2"• F NOM NO OR FWEIVMENT META STARS 13 FT MIN LEND -^I) 3 NISTA, 2-• •T POND TOP FRAM) N.6019E STAB LIT' TI i. Ir1E 10.17 10/57 0 F,Aliwrvv N US' BE TELL 16 BELOT/ RE ORONO ELEVATION BONNSLO'E 40 WILLIAM RENO/ 0 T 0 BYT'ASSING THE FILET. A 00191.RARY DMC YAY ' N,CESSARY f1I OIL 00Wi40M SILT O 'Mt SINJCIGNE TEMPORARY SEDIMLN' Bt -RFI[R AT DROP INLET C'TY 1110E0 ND. 605: T OF h 1).S DROP NLEI CRY OF CLEARWATER. FLORIDA ENGINE(DNC DEPARTMENT SECTION 4 -A AR" *OVEN! BARRIER AT DROP 001191.4.1 ION 94E0 ENS'ALLE7 ( TIDAL SUOACIDN - TYPE II) INTER SUMACS' F7 BUOY/ T`AC*. LINES 70 522004E a' ION 12, 6310AT i. AS.NNC OLT (ON A7 T SAME 100 ON CENTER SHALL BE EWES M 10•001915 A0k15 S0AY SIMLA11 CON ANNA] 5YS)EYS 1,20' BUOY 0410,00 LOCATIONS ;As RECOMA44000 BY lilt 1OIIUFAC,URER) MIDDIES 'NA, ' FLOATING TURBIDITY BARRIER —TYPE III OTT FIT) 40 604 2 OF 2 NI.S. AHCIER,NG FAIN BL0Y5, L SHORN_ REMOVES ALL LIEF MCA;. FORCES FROM THE AIR AA. HENCE 1101 2IRTA:N NNLI MDT SIN F:11 %MI5 OF CURREN TOMS COY OF CLEARWATER. :IDRDA ENGNEERINC DEPARTMENT FLGATFIG T se /A TrT x:01 emalica•ice lha meLho9 of NW Noir_Fai B X71041* *1811* Lre rsbt drains is a • aativNe ■Pt ewe (*1o* rw 3'ear Bt.■ 5z1 .Nt. the NMI sheet of otedenalows (TOT exceed'la 1 CE b are lwwca. The mettmel MN not e,Wy 10 *Jets 0101)009 ser.:*tro?1e Sows snee as w street m Si11h.NY 44,4104)0 T(;.A ELEVATION 05 SAKE A PINK OMEN IAIDIN TEMPORARY SEDIMENT BARRIER AT DROP INLET TYPICAL LAYOUT OTT .NOF9 NO 6016, 2 OF 2 N.T.S. CRY OF CSAR0ATER, FLORIDA ENGINEERING DEPARTMENT } T:.NI'JFAA z S ot. 9ARP.ER A BG b T MAICAL LA YCYJT T0;,DR H1AVY WINE' AND WAVE 45113h STREAMS 00 S. *913 LAKES ,-,F<3T CT5 L' AND NON T'. DA...) PROPO5 7 TOE OF SLOE ETC I, 1 (05TN10 CAL5000 I i , 0101)1 _ I ANC;KTR h `4— I 0110400 BUOY t� • 945 DISTAN5 :S VARSABLE BAT9.4R ROVEME0'. RN TO NEW WANE. ✓ // ` FRi. 4102 OMITS OF CONSIRLDTION -A _ fl iX CIRTAN LOA i i_'�- 511.5<5.1RE 9'E61 OR AN7101/ ' EiERr 1GC (- `P !AL' - F 5 DISTANCE s5 VAR'29 E '/r // II - 01010 • TYPICAL INSTALLATION LAYOUTS OF FLOATING TURBIDITY BARRIERS CRT OF O.ENNATER, FLORIDA EIILYEERNIG DEPARTMEM' A_ IISIA_LA 100)11I`_ 2k 1'701'0" TOTII1 09 .h' melhos at Met moIewm. 1)P sMe masers ON We' Naos reels/by 6a1 ores (Nosey no greater *I z were , H o a.eHone ho.: (0 *eeir•9 05 ) s tm:7+I lT . e ha' .07 not wsaly is )Nets ray=., 170m0 0000 N**., suck co sir�t o ±40.cry TEMPORARY STRAW BALE SEDIMENT BARRIER O AT STORM DRAIN DROP INLET OTT etl114 60. LIT; ! O 1 NTS 1' .z St., SI(Aee me C0-smdmc 'So N NaONN I j 51,0* Bate 041110* So to Weser, PQ>.N / !odorant Lox, ?30: %F2LY - ISTA I D Sit ASN BALE Cross e'_tion) TEMPORARY STRAW BALE SEDIMENT BARRIER 7:1` WOLX NO. 612 lh S OTT OF CLUEWATOT, FLONM ENOWEESENE 0E1W �.1 606)9 Pt, ANT S766600 0*1)00R Name ist £.`S766600 , STORM OEMs OTT OF 0*291*ATER, FLORIDA DIM: Um 0EPARTNEMT : IIMPOP0ARY STRAW BALE ( SEIAENT 'Gam a 01RNtER 102 .00 rS MrV 707 maNNAS MOM CITY OF MAMMAL 1101<0* EMCINEPRBNC DEPARTMENT S00 5 Myrtle Ale. Ciean®ter, fl WOO WATER TREATMENT PLANT NO. 2 — CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT EROSION CONTROL DETAILS TRW 110 171000y 4101A10 .Lmeq, If 00000 Mme. Was TD 100, 57000 33610 7N- Fa. . e3 TIE -¢tT IIIIIHMen CY. GENERAL NOTES SYMBOLS 1:0 l",•• CONDITIONS Mr fat 331,7 Y., Li 30elYclr MD. 4.3 7441, K.NlixE3 er.030 Ai FIAT., AMY* 0.0 TOY C4.00 GO. :3 Of 00,1 ,PER 7 YA,F, LAST 33V1510. 01/01/051, 0 FOOT DESIGN STANDARDS 2013 MULTILANE WORK OUTS IDE S HOULDE R mg, I SW, I 611 I 1 STYASS3t11 NVINIS301 PEDESTRIAN aosswALE Ilf 1 I 03451,31VMYS sweat, tasNe3 .74,501. SYMBOLS •'"" 033013 >16W3015 SIDEWALK CLOSED 1111=2111111M111 0- I 1 PEDESTRIAK 1;1 CROSSWALK 1! , t 1 lilt ,1 90F10■1■001S, 4- PEDESTRIAN] CROSSWALK CORNER SIDEWALK CLOSURE WITH TEMPORARY CROSSWALKS GENERAL NOTES MID BLOCK SIDEWALK CLOSURE MID BLOCK SIDEWALK CLOSURE WITH TEMPORARY WALKWAY CONDITIONS kYrY3 Aft- tC.P.000 NOP.. irotnT IE-3M13,35 341C4C+ere Off 3.1021VA, rOl iY300 TeY mees.mrs 0:;12 0 FOOT DESIGN STANDARDS 2013 PEDESTRIAN CVNTROL FOR CLOSURE OF S IDE WALKS Me 660 3:= Y33 6 SACES.Ii FIE'S REEL, emy Sangre, •■•50117 6 5 DISTANCE BETWEEN SIGNS SYr, SYMBOLS .................. IrTe SpACng rm.; iiTAY31; ,Pre 6 00 1 .0 wow 1 GENERAL NOTES DURATION NOTES Table II Taper Length - Shookles Sh. SAY. SAY CONDITIONS 04 .7rEfe re. MI, 3305C4 7,M ,3 SO' 1■03 1330:73FI THY 7 re TLEFT MAY .ASt Yet3Y3 :71 •,71,7•401, 0 FOOT DESIGN STANDARDS 2013 MULTILANE WORK ON S MOULDER 612 \\01111111.01 0 11: , IS.... R ii. Ill/ -iiii e - (... , z.---:' 4 4 "• ...- •••■ • -1.z — 7-- / z- Aelt(61/ -.-- " 1 <CS c? 0 RI - ".÷4 ■• • I \ /// ON , AL \\\ 110 ISSUED FOR BID Man lideYll 5 1 M771 YE REVISION CM OF CLEARWATER. PLOPSDA, ENGINEERING DEPARTMENT los s Myrtle Ave Ciearlwater. P1 =56 /we sweet, ca.... cf. wears SINE EL SEE, (yap. ime emlIM WATER TREATMENT PLANT NO. 2 — CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT MAINTENANCE OF TRAFFIC Spy- lye!' C23 swam; an, 2012024 MO Nay Gym, Gyp! CommYW IllYrYe 1Y, SY 7,00, F.■• Pa fry ,rar .ar4‘ al re. 102006 0/000 12/07/L? CAME Or. WIN PAM An- .304 YrellE5 IRIS 027 APMILIED YMPANICIAM Str, POKER *EYE: & CIELVS. Pf 33721 GENERAL NOTES DURATION NOTES SYMBOLS ffa 1 451- 10.1341." 07/07/09 FOOT DESIGN STANDARDS 2013 MULTILANE, WORK NEAR INTERSECTION MEDIAN OR OUTSIDE LANE 6/6 J AM5211 J L__ - SPEEDINC FOES 001.30517 00$1 000E05 LEFT LANE CLOSED ON FAR SIDE OF MINOR SIDESTREET RESTRICTED TURNING MOVEMENTS L. DISTANCE BETWEEN SIGNS re, 4.01 Son. 0,00' Table 1 00V fre Spacing 001/In. 0.110•Ar. Devices 10 Vee.,rae LANA 1133 LAW MUST TIM 1075 LET LANE CLOSED ON FAR SIDE OF INTERSECTION TURNING MOVEMENTS ALLOWED 140. 905. DO Table II Taper Cerruti, Merge (17 Lateral TI335040n) e.aer,r •ft,s- ,PT. 730,0 .007.1,00 07/01,12 0 FOOT DESIGN STANDARDS 2013 MULTILANE, WORK NEAR INTERSECTION MEDIAN OR OUTSIDE LANE 516 3 ) JL rt=r • ---- 14 - • • - - - j 61 3,10 I RIGHT LANE CLOSED ON FAR SIDE OF MINOR SIDESTREET SPEE00.0 rIs 00:93f 555 9054[90 warstar RIGHT LANE CLOSED ON FAR SIDE OF INTERSECTION WITH SIGNIFICANT RIGHT TURNING MOVEMENTS DISTANCE BETWEEN SIGNS 17,111 ;OIL A, I I Koz Onles,c 133-3.03• 03 Tvor 5,17P Iye. AAA r ',prat 73 I 25 ILM3 1[00 Table 11 Taper Lenge', Merge 07 Lateral Transition) 0,0, 14,0e, 23 1, 0 243 07/01/09— 0 FOOT DESIGN STANDARDS 2013 MULTILANE. WORK NEAR EWERS ECTION MEDIAN OR OUTSIDE LANE 615 2 ISSUED FOR BID 'Thum at; 801511115 1010(L, DOA@ OTC SAM 505515 ?E. 4 =141, an, OF CLEARWATER. FLORIDA EPIGINEERDE DEPARTMENT 100 S MyrUe Ave. Clearwater, Fl 337510 IPS. A- RM 11( 011150 C/VIAAL 1351 11511131455 RA. SA Al LA, 1,0111W 3.3111P 11 AMAPA A MIA WATER TREATMENT PLANT NO. 2 - CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT MAINTENANCE OF TRAFFIC MG /ME (24 2012024 11110 102005 73:80 Vag Cariney 4E00. 000000,0 1•00100 03310 0.00 790 151,00 AAA AMU Pr (913` 756-110 1510, 209-5510 ALE 111705 .51•15110) In, ww 12/07/12 manet at. BVH DIA 028 028 IITIO133 0705110•15 ar. A31501 MAYO. 0 0.1214 33221 a 16 0 70 65 60 55 50 45 40 1192 1716 SEE ORNNIG COS FOR PROPOSED 8- FM TR MO EASING 12- MM MO 12 "Aa- TAPPING SLEEVE & VALVE Orr SLAV ® ION /AS STA 12 +61, 26 LT CONFECT l0 EIOST 4- MY 4- WPM SLEEVE 6 YAW: 4. 3D ODD 61/1814 STA 12 +50, 21.0 Ll B- 11.6" BEI'Ol p /RW COMEG0 EA57 FRE N70RNR TO 8. 6M1ERY61 6/ 016" TEE A 8" GTE VA.' 1720 7130 RETALNE PRE 1 170700 -GATE VALVE a PPM. PLUG E66T 1616- TEE a- 11X' BEM 16/FYI 11+00 12 +00 EASING GRADE (0/ER EE CY PIPE) CaDCCT TO EXIST 4" N 4- TAPPING S EEVE & 81617E 4- or ®D 06 /1aL1 8. 118- MC O /816) l8" Sib. Cccc69 TE 1100 EXISTING 12- MY Min 12-118- TOPPING REEVE k VALVE r R_lF 8-7) - TEE walk CONNECT EAST ERE HYDRANT TO Y 667169AN 6/ 6"1m- TEE R /RYJ h 6- GTE VALVE le' Snti' SEE ORAIP876 COS FOR PROPOSED 6- RM 10 +00 11 +00 12 +00 13 +00 14 +00 11 PROT:CITON NOTES 008 ALL Dr E4TUTY PRfi,ECT PLANS l; dre contractor .a be responsible far adheng to a tree p.oter tix. monsiot oo reyred by Pie C:') at Ctea.o177's Cedes, Ordenaeces an Standout Sperm tuns. Ttls r;P insludc o6 Tree Barricodes, Rod aping rind free Trimming These requwooe.1s are required .loin Ix speafed ",ir s of Wkrt," d .i6 doh nchee a0 how where the Contractor and /a- ha Subcontractor's stage, store a pak eaernott mat86als, debris and rebid.. 71 AP Lee Trrmng and Root 0turne dam associated 044+ Ries project .1 be done by a under the Arcot supervision of DE Ntenta1ia0d 5o0ely of Arboriculture (1SA) Certified Arbast the contractor vi boy or pant at Prate root wooing. pr ix oepro.m OlorLY a m 000 2 9 by Or City d 069.01770 codes. aC mars old standard Specifications r�x lines real be ins Ned ore appreyed by the CNy inspector prior the colmnmcarrt of any root ptulig. 4) Prior io f 'd c' vn inking plod. it .iI be the calhstone responsbi7,y to rent.., tte pat:mfd 4*00*1s 10 misting Pees Oh !.a certified art vial and )0*:de y d nitnnle77064 Poe .arafin';r mermpes 10 ha Pt-consul to moePty the approved design- The Prap*l w.wges mat approve any a+av to the 109 design prior to **�007110500 et and any ,nJ 7".20. 14002- G 5` 10` SCALES ART. ISSUED FOR 1310 001. naea REVISION CM OF CIEARWA14R F6D31DA ENGINEERING DEPARTMENT 100 S. Myrtle Aye, Moro:ler. Fl 33756 WW1= RRAZ, via AO 1•013#. 11.1:003 33107 8010330,3 40 dome 99070*. 4E WATER TREATMENT PLANT NO. 2 — CONTRACT #3 RAW WATER TRANSMISSION MAIN EXPANSION PROJECT WOODLAWN STREET PLAN AND PROFILE (STA. 9 +80 TO STA 15 +80) CO6 24 lme ..a * . 1101.45.e 007# Sit VO r.s.. 00* 33307 (8137 233--7.1 Fax 1813, ms s o.N 12/07/12 13303.0 01, 102006 IRS 70716 If se 020 .ne m Apr sovonar 010000 bwi p. 181301, eEI 0 0 0 0 cc 0 rc 3 a 1 I.1 CONIRACRN SIMMS >,� SPECWIGARON 33 39 23 No s6CE'L NIFAS DETAILS - -- 1lEE ROOF PRUNING -o- TREE BARRi 'SLOE EKING IC WATER INN TO BE CONVERTED TO RNs RATER MAN LUMP SUI IRO ITEM 149 REMOVE EMST 6. 90' BEM INSTALL 6' PLOD 01/1144 STA 200-10. 113' LT TREE BNINCADE (4) 6' 90 BENDS 19/8-44 COMM TO EXIST r1614 RESTRAN AOO61aUL PIPE IEMGIR a 10010416 PPE AS REQUIRED 10 LF TREE ROOT PRUNING ITN VI 9 O6- 20 +001wwwww / SLEEVE 1 /A AE PINELIAS COUNTT /W CONSTRUCTION NOTES: � 1. The sling roadway pavement is not to be open cut or disturbed. 44 utikty crossings shot, be by din:chewal cafe per FOOT utilities occommadotion manual. 2. I proposed work must camp* n with the F004 "raadeoy plans preparation manual" (;.e. ppm). 3. NI right -of -tray installations will be accordance with practices referenced in the State of Florida Utilities Acm nt. otloions Pomol. 4 All design lard mrntruet.on must conform to the minimum standards set down n Pinellas County land devebpment, zoning and /or related mGronces, mid minimum testing fregue n requirements. 5. Sign nd barricades shot be accordance with the U.S Department of Transportations "Manual of Uniform 'Traffic Control Devices. and the Florida Department of Transportations "Roadway and Traffic Design Stw/dardi Indexes 630 through 670 (blest editions) 6. Sate pedestrian traffic is to be rnairitomed at al Ones. 7 existing 8440 which becomes dermined uS se ed a d repaced. Sidewa&s ore to be reconstructed within three (3) dcys alter removal. When sidewalk is removed, A is to be removed to the nearest Pal. MISSOURI AVE 9. 10. 11. 42. '3. 14. '5. 22 +00 23 +00 23 +20 BELLEAIR ROAD installations Redwing concrete and asphalt drivewq, in 9900E cation, must be acco0pfahed by Job and Bore or pushing. No jetting .29 be abused. Cornpdcton fm pipe backbit shot comply with 44900 7-99 (1009). Disturbed area Wine the right-at-way 021 be compo6ted to 1009 of maximum density and sodded. do not *stub esstng onagrMOin or storm: systems. if 11404.6on bed is &stunted, contact the area inspector with The Pinellas County Highway Deportment at 464 -8900 for 0084040 ce. Restoration .t curb, street, drrvewoys old pbceme0 of sod shalt be completed prior to enervation startup in mother area by 501719 contractor. N. stock/vino of material in road.oy or on sidewalk; all 00 and debris .ie be removed from job site dm*. rods and sidewalks to be swept doily os port of doily clean -up. Any pork., of the reeding that sustains e.cesenne construction related damage. n the opinion of Pinellas County lkghwoy Deportment, shoe be Prepaired 01 contractor expense m manner' speeded by Pinellas County Highway Deportment ray to commencement of work ad /or prior to start of restoration, caorbapte through a erolk-through" with Pinellas County Highway Deportment representative to ensure mutual agreement regarding suds natters os extent of roadway to be overlaid after patching. the extent of driveway 85 80 75 70 65 60 55 50 85 80 75 70 65 60 55 50 100 0 100 WEE PROTECTION ROTES FOR Ail Q1Y U14LJIY PR6.ECT PLANS 1) The contractor wit be resgms9le for odrerng to do bee Protection Measures reamed by ON City of 09010111'9 C odes, Ordrwres od Stmdmd Specifications This .a include all Tree Elorricodes. Root P*elnti and Tree SIrnnig. These requirements ore regcired .dhn the specified tents of Ware and .1 oleo ndude as seas where the Contractor 014/ r his Subcontractor's stage. stet or perk equipment, materials. debris and vehicles 2) AP Tice Trimming end Root Pawing done associated .51, Thu project ell be die by a Breda the area supervision sion o1 an beernotio d Sonoty of Arbaaaalasre (15A) C0'lif.d Ar0aia? 0 017 r Placement especially concrete, etc. 16. Utility installations and bwe oil exemptions shall not c within 5 feet of the edge of paveerd along o:y +i•,eOos County maintained roodway 17. Sidewalk curb romps disturbed by this construction shah Ce m replaced per FOOT Index 304. 18. The permittee's attentior Is directed to the p001slons of the trench safety act (Florida Statutes, Section 553.60 et seq.)rd the Occupolional Solety and Health Administration Excavation Safety Standards (29 CFR Scotian 1926.650. Sabred h) when shot apply 1a construction, opera an anc maintenance pursuant to this permit_ 19. Type of soy used to restore 100191ain04 area Ir right- of -.ay aho0 be coordinated with owner. 20. lb street shalt be closed without the written permission of the 190±4.s County Traffic Division. al east 49 hour odvmcc coordnoaioo is required. 21. The restoration 00 pave:n :t open cuts shalt be . cordoncc with PC Meek P'291 u{Aaon the flo.beie fA! option (see 0001 on pons). 22. The rood.0y pavement shall be m0ied and rourfoced. Emus To be mewm.m 25 fed to each side of the dehvbed won for c 1.0 lane width M- eech lane impacted. 23. Lane closures shot' not occur during the leak hour periods of 7:00 ran to 9:00 on, and 4:00 on to 7 :00 pm. 3) The mntrant00 a toy or point all proposed root pruning, per the approed plans CO as regaled by the Dry of C1ea.ater's Cods, Ordilancrs and Standard Spea''6catimv. These Ones must be inspected and approved by the City inspector pray Pre cannnlncemmt of any root pruning 4} POo. fa Tdd 0,090 totting :km d be be contractors r ymsb9ity to 'mew the potential impacts to existing trees with his certified arbors4. and Wavle 0,7 and d recommended bee pratec4a meobs0 s n loo proposal to malty the approved design The Project Manager mast approve any ch ges to the approved design prier to irpianenta ion of said dodge. SCALE, 1 = -5' VERT ISSUED FOR &D 64010100 tai R, • OTT OR CIEARWATER, IiDRIDA ENGINEERING DEPARTMENT IUD 5. Myrtle At Clearwater. 01 34758 WATER TREATMENT PLANT NO. 2 - CONTRACT #3: RAW WATER TRANSMISSION MAIN EXPANSION PROJECT BELLEAIR ROAD PLAN AND PROFILE (STA. 19+60 TO STA 25+60) new C13 76s0,...1 CMuMary Lear Cam.,. f011oass whoa Sews Ton n0-: test 6 -1171 ys feu) zss- esle+ m- .w+e,sb en SesaUCT On_ 2012024 ,m 6- 102006 12/07/12 MTH ICU WOO JRS WO. DIFOOIC 1ST H./ 11EA c 017 Orr 8r0.131A .met& r. W e:9k e1 A 361 0000 ER \12009754 PO WTP Dasroc le WATER SNIT TO E 3 mIBMt110N l AIR MIL ( \, 1. ,.� // \, 115661 D�'8 TO RA. 16OER WWI LIMP SUM IRO IMO 180 • f f Srs 40422. 26$ LT ✓ CM 16' GTE VALVE dVRIM 15% TAD WDI VI/ 1 1580 if CUT a 71116 i fllfsT 16' /TY 1 C � ) ' 15(8 \. RESmaI ADDRIOWL LENGTH OF 1MMTNG 16' AS RIMMED i ` - 16` RrVY d I ..1 , TREE BARRICADE C 16`rowd v ^F - - - - -T- ED .Z} O D p 45 00 ' _ 43 +00 � - STA 63.32, P' LT u - '--i -- _ TWEIMIllia --_ 46+UO I 4 +14 - r-- -_� (2) 16" 48 EIDS d/Rlu__ -_ _.__ - -- --- — -I ---- y " S TA 6)..26. P' 4T _ _+ - .___ -_ ��-� - Z 3 O; r +.. - _F/y�1 - 1 - i- - ---F- I - F + —��- (2) le 4s BEDS d /RY+�-- �_-��' / - - - +- mars OF Hr..44 (2) le Boas d/XW • --== t - -- ',, ?... I- . rESURFAnNC BEVERLY VERLY DRIVE LT < a me 16' 2bs END OI/MLI 60 TREE Rart PRIMED ROOT PRUNING -_� 1 I X 11 .DG1iss ROMP& OF TREES .rn ROW DR maim f SEVER SEIIYICE IAlElR1L SEE SPFlPIURde 33 311 23 1 MAD W'E 2 XI PROVIDE MEMOIR FM SAVORY Rpitt� �1EIEEIFRLY d6kf ETi -EJI IIE 5 9 I , I 2} IESDOfRTIXNYEMiwSH SrK1E11AN M+saortE AT -- -TREE IDOr PRUNING A''LL 'IIMNE6S.. f —o- TREE 81118MYx PINEUAS COUNTY RAW COeCTRiR.T ON NOTES- a. Installations involving concrete and osphod driveway. in good apgitian. must be occonrpGShed by ,lade and Bare or pushing. No ;netting war. be reMocement especially concrete, etc. ng dray paverre .y amends M per F'DDT drirtres rsommodd'wn Cowed. 7. The stn m d t Pe pen cut r disturbed. All utifi• shot, be araboot dria 16. Utility installations nd bore pt scmvat.ons shit not occur within 5 feet r tee edge of pavement u!org wry ?inelbs County maintained 9. Compaction a for pipe .the ri staS my I be cormo T-99 t 103% . 18. $Ter p curb ramps debated is tej the oorXe promr, shop be Mxed per MOT I Flo dew. 2 An rig t- f work mart campy with the FOOT 'roodrth Mons p ere referenced manor the (t ppmi. 1O- Disturbed ot within the der: -d -my wild be temp. a et t d is astim density and sodded- 76, The and H attention A m directed E o the afet%. Standards d i trench s ecti ad (Fonda Suopat ) thin 553b9 a uG -) net sti 4. NI dgrgn rndcy ei/t a -bidne rra be rdonx wdh. en tt net rds set_ed ir, ine met d Florida mfGdev opm ent zo ing ktawai, 11. feta �n�ot� d`ate of e64-8 O for arse s5orm systenss. ii {Kratioa bad 'ys Ss {ra6ed, contact m,e o-ea iep{2cios with r!6 Pirrelbs Cauniy 16ghway so int net t purh Ant to tratfon Eirrovmtian Sofe!y (29 C'i2 section T926.fi5D. subpart b) which s+raf! empty im eonsHuciwn, {, a? design and prntfregn must conform to the matimrum standards set dam in Fr!tellas County land aevebpmerd, zoning and /or related ordirwnces, Reso oto. f 464 B for i ways on iltef d pursuant a ore new s testing tr shall enon requirements 13. No stock /0 n street, driveways oadon selrrent d wed shoal be debris will b rem to c nob site daily ants an area by contractor. we 19. Type of sod used to stow own - writ rrr6 are. tithe` -or atwt are coordinated with o.m 5. Son t two 7r shots be eta. rTr the 'esi OeSt 4o t of Transportation's exesp 600 through gh 67a I Uniform Traffic Control Devices` and the Florida 13- No portf 6 d malaria in roadway o sidera.s; on del and debris sill fie removed from R inroads and eieerdks to be 9 y u. Deportment d 7ro: .d.on's Voodoo" and Traffic Design Standards" Indexes 600 th-cagF 670 (tiles! e6A :oriz }. f die clemf- ovate ar'e doay crept doily 20. Na street s1roG be �oeed bw:2 the written pmnrsar d the Pinatas Gourley Traffic Division. d Most 48 hoer durance coordination Y port y 9. 21. The restoration f Pnt shoe pm arts shod be . aaaa.bats with PC im 812f t toe the de a t fl' option (see aeta't 7. Myer P ewalkwr. t o e undermined droll sus otl tremo. 14. Any pens on d the or o o oo auslaws d by4uctim relount dotage. por mernwr: d P. !bs County Nymroy Depatmmt. whole x 22. The tone nred MfaA' be m.ed arW resu- !aced. Emits to be nwrenum 25 feet Co o* ode d tY.e a..ertturbed ore...r a 7. Airy ng sidle rhech becomes it es to be re od removed and raper-ed. S :tleraara ore to bs reconstructed within three (3) days after rcrroval. VArer: Prior to d menceme t expense K a specified by restoration, Pinellas ion, coordinate ay Deportment each lane sures o ell. ex:shng sidewalk u rammed, i! a t. be removed b the nearrst .ant 15. representative o ative ervicensure d wart ado prow o tat c reottem a t o roadway belt -tMOd r thing, County Highway ofd Deportment 23. Lane cbs:res tole not orsu• during the prole tour oerimds of 7:{y,. am. to B:tiC am and 40 pm to J :trC pm. rtpresmtaiwe to erasure mutual agreement reaaes+g such nrdtz�s as cetera d roadway b be oaerle±d otter prY.chrg, :Ae extent of driveway roadway. 4 oper iionl operation arc eoy:red. pans) fu6 lane width io 25 ' 10 CUT t PLUG EXIST 16' WM 6 w 10 25 20 # i j - -- 1 5 20 1 5 } — 1 _'/ 16" 90' ENO MAW — -_ E%61PIG GRADE (OVER CL or I 5 BENDS WNW l • 226" ®D MAIM 10 CROSS SECTION AT SELLEAIR ROAD TIE —IN caiBP/4MON AIR VALVE I xRrwm — — — — - - - -- �� - -- -- ------- - -2-AS — 10 I OOKING NORTH / t w ■ -------- - - - - -- - - - -- ,ar,,r r»rra r Cv MORN IDs 3' COVER I .I_______j PROVIDE- WISIUSE 16' MR d VERTIfA STPARATIDNIB (4) 76' 45 BENDS D/wu I6' RAI d t \\ IcRi 11111:2./.:1:4/:///, o —5 LA I j � � Q —10 ; ti 573 i ; 1 Si T j —'�o —. • 40 +00 41 +00 42 +00 43 +00 44 +00 45 +00 �' �' t , Q� ( 4 446/ `�`�s` QRI D A r 40. ma PPROT.CIDt NET=S TOR ALL OTT UTFJTY P7Y2,„ECT PLANS / /Q` - -- • E1` IDS iKIP.12 jay connector poi be resanram s erg to aR tree p lam mama .o ored by +no City d Oecrwate's .ales, 36etances and Standard Smeaff otor Tts wit sew* at Tree Barricades, Boat 3; the cmtrocta. .1 Law, a boat oa pgwssd root roeies, de the approved pins a os r d "/1 -.IL �t� \\ 5" to Me pr. am T ib iniimni:y trace rft¢i,armat=_ 9e reamed ,,,,em, tie spe.'rt of Limits of Mark,' and wf dot Mende # area where tide C.:rater andIce tits Su canir ms's stage, stare a meet the A - ege:rs0 by 42y d a9a'W:C's Cedes, almanacs acrd simdad Sett fcatians These 74ees rA t be esyecsd and pRi' W by y 6+�tsia pas the ctYrsnen� .tat any root p.aarg. equipment. *aa a, dss"s and /aides , :ALE T =5 VERY - , -vii �,//11111‘ :ALE 4:' Fria to fist.' .l-r= • fang it e3 be Me i to the Moan to dims his du' - sE ,...T r..-=• h.. - . grace, cmbttto respora`,vLhty ream potential meting with ce= .. - - ..� �t .. era rfr,.,wg red Fm: t•runrg wane asmaa;ea .•m Ms pate: d be done by a MOH' 4 ^.e +free! arpervm d m teSarsa" _sad .m. a-r... . .4na Society d Arboriettaee (ISA) Coifed Arbon. meanie it bre Papma to way tee appmed The Project mist .anent M Manager approve my dbwge< W the approved design pear to erpMrrmtaliar. d sad d+crge ... ever 7656 t�sue rr.Nws Lass, - .r•.e v,.. s.= As Pk Cs a V>rl zit -wet ISSUED p� WD �^�� CITY OF CIEARIA7F8 FLORIDA z.��- �.1 » >NG DEPARTMENT �� . " r� ` wake warms we. suit .m �® WATER TREATMENT PLANT NO 2 — CONTRACT #3: RAW WATER TRANSMISSION MAIN EXPANSION PROTECT BEVERLY DRIVE PLAN AND PROFILE (STA. 38 +80 TO STA 45+80) be etc- C24 .ec Mac y trsiC gt seem e•, are., a Z4?2D�4 _ 32/x' /'' _ '�s ma REPENT g oe mom se aaae ere sffr Re, aPP:es.f w� a°'® `� a DOS w 4a. �aa ICY a,a SYA of.Der MP 9.'�B REVSwN ..N ;weave PA �� awft. t�..a Comb, ffi. OM 1 3 1 RUE 1® 1 ) H6" PM a \ \ • 4 IT 115321 1 15161 d '. TREE BMwCAOE I SSaD� / \ 55 LF t ROOT PRW* G 029 ... 1 `! iK" _-- i -- - a • 46 +OD +f1 46 +00 _. 49+00 - _ -�__ - z WROOT t, I t "T - - -_�- : - 'T i - i —• I I — _— �_ -- -_I I -- —+— TREE �RUra+D BEVERLY DRIVE �— _ '` ,6 9M n d5 N 1 d -__... _ - Y ` i - - }\\ -� - -- � -- 40 if TREE HOOT PR:MMG > • - -1 11.1 -�- 4 / �— j /T( \. 115371 1 15251 / - d i / PINELLAS COIR(IY VW CONSTRUCTION 1. The westing roodwuv povemere manual 2. Nil proposed wart most comply 3. At right-of-my MA/Motions 4. AS design � and construction and testing frequency CCOO/N/T�RACTOR 70 P/C ClEMOR FER ii 38 23 NO �DETSEE 1r1�1[y.E�f��01:.164Et„p� 1 15131 I t5G1 •- ntained roodwoy. Occupational operoton and s required _ —a- TREE BMNCADE NOTES: is no to be open cut or disturbed At ati ty crossings with the FOOT "roadway pions prepaaton mama' ( -1..e. pare). will be in o tordonoe with practices referenced in the State must conform to the minim/on stondords se: down in Pinellas requiments. Ij I 8. Installations involving concrete shah be by dam-banal d-A'. per FDOT utilities accomm nation oflowed. 8. Compaction for pipe backlis 10, Disturbed reo within the right-of of Hondo Utaties Accommodations Ronuat. 11. do not &stab a:et.ng oderdrako County land devebpmwnt. zoning one/or related ordinances. Deportment of 464 -69D0 for 12 Restoration of m. street. lonua Uniform Traffic Control novices• the Florida 13. No in ,HE steel 2) OMYFM115 9MLL f€1MN AC ES'SELF AT and ospho t driveway, in good condition, must be accomplished by Jack shall comply with PASHTO 1-99 (1005). -way 7I be composted to 100% of maximum density and sodded. or stoma systems if fiftrotian led % disturbed, contact the oea inspector anistencc driveways and pbceme t d sod shall be completed prior to excavation W Eel be from and Bore or pusnirg. No jetting wt: be 16. 17. 18- with the Pinellas County Highway another onto by me oatroclar. t9- dotyinroods to be daily 20. replacement - especially LA4ity instdbtiam od Sidewalk curb ramps The permitt attentions Safe od Health Administration tenralce pursuant Type d sod used to No be dosed - r1 I concrete. etc. bare pit tiara shall not c within 5 feet of the edge d pavement oong any Pinellas County coo disturbed by this construction shot be r posed per FDOT Index 0304. directed to the provis'ons of the trench safety oet (Florida Statutes, Section 553.60 et sm.) and the Excavation Safety Standards (29 CFR SObon 1926.650. Subpart b) which shall apply to construction, to this perms. restore - moiniained area i. ritM -d --way slue be dedted with owner. tMUt the written of the P- :yell County Traffic Division, of least 48 hour odvonce coordination 5 Sign nd barricades shah be o accordance with the US. Deparment of Transportation of and stockpiling of material roadway o sidewdr, oil and debris will removed job sae and sioeralles swept street and3 permission Deportment of Tror.port 'Roodwoy and Traffic Design tandOds• Indexes 600 through 67O (Iciest editions). port of daily clean-up. 21. The restoration d pavement open ads silos be accordant with PC odes {1291 doming the flO.Obe fill option (see detail o pions)- 6. Safe pedestriak Traffic ie to be maintained of all fines. 14. Any portion of the roadway toot sustains construction reoteed damage. o the opinion of Pinellas County Iighwoy Deportment etws be 22. The roodeay pavement shot be veiled and resurfoxed- *mks to be Minimum 25 feet to each sido of the disturbed onto for a full one width for 7. Any sidewalk Much becomes undermined m ' be removed ant reposed. Sideways ore to be reconstructed within three (3) days oft. removal- When repaired at contractor expen in a nner specified by Pinellas County Highway Deportment each tort -enpo tad existing sidewalk s removed, it a to be removed to the nearest joint. lS Prior to m encement o( work ond/or prior to start of restoration coortnote through 0 Ik- through- with Pimaas County Hfghwoy Department 23- Lone closures sloe not occur during the peak hour periods of 7.00 am to 90C an and ADD pm to 7E0 pro. representative d tom samufti. u. agreement regarding such mittens as estent roadway to be overbid offer patching. die extent of driveway 25 3 i E 25 20 20 15 } plume GRADE. COYER cL OF PPE) 081BCA7aM AR VALVE ID' 3 CVIBMATION AR SALVE _. _. — A -- 15 STORM ?Pt- ':7" :AS' PROVIDE W 3 COVER _ — _ i PRO+9E sMt 3 COVER 1 0 © 1 0 t6. 2s a i 5 5 6 RAN p o MOVIE% mom. ,s _ VERRGtt. SEPARATION. Tir : I 0\111111i/0'i ' �>\ \\ \DAR I ....... `' - - -- \ , "11 { c e;y svv, T l�� r 75 �3 I, A .rte •sa -5 < —10 Ne . -r+ V flF 1 46 +00 47 +00 48 +00 494-00 50 +00 51 +00 ��` �y'� �ORf D - -4 <0 .. TREE PROTECTION NOTES FOR Au O1Y UTILITY PRC.EGT PLANS 2, ' 4 L ,; K- HOR1Z n� 1) The cantrac;. H be respans8fe for otNro.p tad tree aote0[mn Meade, roquepd by the Cray of Cie.000fo's Pods, Ordimmes and Standard Specifications. This we licode all Tree Burricodos, Root 3) The dontrxtor M1 fog rs pant all proposed root prong, per the optioned plena or as required by the Cto of OkawMC's Codes, Cardamom and Standard Specifications. These lies mist be inspected ad /11/,, f t r+ t ail Padeng and Tree Trim/mg These requirements ore reared within the spedfod time d Wok- lad wig also induce of meta where the Cmtracto ad /er his Suleeontrecta's stage, store or park approved by the ay to prior the cammennoent of any root r0000 g i #Ir «1�� 1 7• =5' mgt. - equipment maicids, debris lad velnides 4) Pura to field sit be the oattrocto"s r tIt to renew the tit " to Ass" trees wait+ his certified odor %t, ord include m and ce recommended tree 7 it P an tog a Y oaten-6m 10 prop tt to Woe. P' Y rose laves 2) M Tare Trxnnseg and Root Prating done assaaote0 with this propst will be dad by a odor One died supcerisbm of a intetwtiand Society of Arbodtme (ISA) Certified Arlprst. Imefigwe i hs aapmsd to mealy the dpafa'aed design The Prot Nudge suss morose my daages to the approved design Orin to eeplmrentaf:a of suit triage. ws 9wwy temp. + ee.v S. wale imsb 1a an(,f3mnc ehT ,Tir re.- MIA 21E-es1 `SSt1E0 FOR Y� `te CRY OF QF.AHNDEP FIORTDA e' . .y v w cTx00 S. TC ale Ave. �Trr Tao S. Myrtle e.e. Clearwater, FT 33756 _ aaa.a,.o WATER TREATMENT PLANT NO. 2 — CONTRACT ##3: RAW WATER TRANSMISSION MAIN EXPANSION PROJECT BEVERLY DRIVE PLAN AND PROFILE (STA. 45+$0 TO STA 5I +$ii) C26 1 � �w _ �.t ®raa, 4 Went " 1z/ o7 /tz ,me MIMEO �,�201 102006 ex sv)t x IRA 029 .___- ___._..._.___ wwekm rs �'° "°` MM. ax ♦wv ®sr WV 101,4141,4014.14. as l SAM ails �trSPDn m tail R EC7� arrasEEN ale 6...E 13,>a _ I MATCH LIE SEE DRAWING C25 115 LF TREE ROOT PRUNING NOTES 1) CONTRACTOR TO bat. t RESURFACE TILE POLE WIDTH OF BEVERLY WAVE BETWEEN THE SOWN ta615 TO TOE SDUM t NORM. 2 0(569544! CONTRACTOR ORNEWAYS Sw1LL RENON ACCESCar AT ALL. TEES 3) CONTRACTOR TO PREVENT DEBRIS RESOLING FROM CONSTRUCTION OF DIE AERML CROSSING FROM ENTERING SURFACE WATERS. LUDO III SWTORf CONTINCTOR WER SPECIFICATION P 33 39 23 ND 160ELLAME0t6 DETM-5 -P 1TEE 080644 0E 7 (.741COMEIS1511014 AIR MIL STA 56+1e. 22.7' LT 1e' 45' RENO a/wu 16' GATE VALVE SW CROSSING #6 Y .Y STA 56461, 22.7' LT 46 45" BEND WPM STA 56067, 14.2' LT 46' 45' BEND 04/RW ::IARC RAIL 15' 6AR 0 I' AWN Pine `STA 55462. 14.6 LT 56+ alp 16 9F RED OVRW STA 56407. 143• LT 16" 45' BE4D 91 /ION 53 (0 OF 16 P 57 +00 70 LF 600>' PRUNING an _r_. -w '•-e- r LF OF 16'W OPEN Off STA 57430. 15' R1 16x16" REDUCER d/03 58 +00 NURSERY ROAD (CR474) 59 +00 210 LF OF 18' TOPE PINELLAS COUNTY R/W CONSTRUCTION NOTES: a 1 The fisting roadway pavement a rot to be open cut or disturbed- A1. utility o ass &ngs 0404 be by d;rectionol drill per FOOT utilities accon0000,1ie, mantra 9 2 A n prOpOSed work must comply with the FDOT 'roadway plans preparation mentor (ie ppm). 1 3 A: ignd -of -way in :Motions 6 be i accordance wdh proctsces referenced in the state a Florida 1.'fikties Accommodations 11. 00, Norma:. 1 4 Af. design and construction must conform to the m.mmum stmddords set dawn it Pinellas County fend development, zoning and /or related ordinances, d minimum testing frequency req./remand 5 Sign and barricades shat be dance with the S 1'eoortmet of Trarnport0tior's '6610! f Uniform Try Contra Devices' end the Florida 1 Department of Transportations 1Roodway end T 6Rte Design Standards' Indexes 600 through 670 (latest editions) 6 Safe pedestrian traffic to be maiMO,nec al all times. 1 7. Any side.. which becomes undermined must be removed and replaced Side oaks are to be reconstructed within three (3) days after removal. When existing sidewalk a removed, it 6 to be removed to the nearest rani I 30 25 20 15 10 5 0 30 25 EXISTING GRADE (0141 CL OF PRE) -- -1 __�� - FRO']DE Matr �lE7r .2" u� 20 15 10 PROVIDE 6x.60 16' 6t00261 SEPARATOR, PM- 16- 90 168](0 (9)996 5 0 -5 52 +00 53 +00 k 4011.4ians involving concrete and asphalt drivewry, et good condition. must be accomplished by Peck and Bore or pushing. No jetting eel be lowed 0. D9LO Compaction area WIMP tohe night -of- y wit with ANSLIT0 M_ compacted Ito (100S )04 Asiewm density ono sodded. 1- do of daturb ridemao storm systems. iF 164.01on bed is disturbed. contact the 0re0 inspector with the Pinellas County Highway Deportment at 454-8900 for asssislonce. 2 Restoration of curb, street drives• ys and placement of sod shall be 14003, ed odor w cawtion starting m or49 0* area by contractor-. 3 No stockpiling of material iv roadway or ...rots, all dirt and debris well be removed from job site arty. rods and sidewalks to be swept doily os port M clean 4. Any portion of Me ono wway that. sustains excessive construction by Pinellas related damage, the opinion. of Pinellas County Nighwoy Department, shoe be ramired 01 contractor expert w manner specified by Pinellas Cou tyHighway Department. 5. Poor to commencement of nn one /or prior to start of estoration, duote through -walk - through- with Pinellas County Highway Deportment rraesentative to ensure mutual .. earrent r .or such maUen as extort of macho to be overbid after tchi. the extent of (DIRECTIONAL DRILL) 030 repbcenent - especial, concrete. etc. t6. 466ty instolbtio.•n and bore pit excawnions shoe not occur with., 5 feat of the edge of porem*nr along any Pinellas County mointane4 roadway. 17. 5idew.R curb ramps disturbed by this construction shall be repeced per FORT hoe. 1304. 18. The permttee's NMPNion o daected to Me provisions of Bois trend, safety act 'Fonda Statutes, Section 553.60 et. seq.) nn4 the Occupational Safety a teo ndnde eHealth Administration Excavation Safety Standards (29 CFR Section 1926.650, Subpart b) which shah apply to constructon, operation maid permit. 19. Type of sod used to restore Adana ore., in 1491.1 of -way 1100 be coordinated with owner. 20 No street shoe be cased without the written pertnissbn of the Pumeees County Traffic Jmsion at least 48 hoer odvwmce coordpotior S reiuired 21. The restoration of pavement open cuts shoe be n acc0.4onte with PC index /1291 ub0inng the fineable fit; option (see de10V _ 22 The roc..0y pavement shoe be rated and resurfaced Nits to be minmlan 25 feet to ea*0 side of the disbnbed area for oa on Iona width for each lane anpocted . 23. Lens closures shed cwt occur during the peak hour periods of 7:00 am to 9:00 an maw 400 pm to 7.00 pm 30 30 25 20 15 10 5 - F1CM= /PROMS? GRACE (MLR Cl NE a von uttP SUM RD BEN X42 PROVOS 640*4 16 VERTICAL SEPAGION 71P PINNOE W 5 COVr0t r C016INTD1( AR PALM 7 PRMR ON 3' COVER ; _.._. _.. POM15' meow ,6 ` 1 m6RDOk SEweow 1,19 n \, `` 45 REllt OT/RW 16'x16 RE'011GiR d/W 16" RAW IOPE 16' RAW M A 0/OWU PRMEIE I..Y10 ,. VERTICAL SERNPTION. 111+ 16 45" OJ1 131/614 16 GATE VALVE l6 DENTAPE TO RED • FLdi. ']0410 SAW DP (mOER ox SPAN) 25 20 16' q/FL+PE TO KW �1 \ \1 i 1 i i 2 PECSS) W/ EN SEAL y EAR * ; 1VIm CONTRACT= 70 FED A TO f (4 UAL L501 E BOW EMS) DISTANCE FROM WALL FL TO WALE. T4P TREE PROTECTION NOTES i0P ALL OTT UT ";STY PP.AECT PLANS 11 exntroeta s9 ale respors i la. � .1x) to al bee 0401_600 'Tess re= remced by the Thai) 01 Ewa ones Calls. i4lkhaccea wvo Sim- d SPfOFwtam. This .t include at Tree 8000¢040,, ROW Prunm4 and T Trimming . These requirements ale rewired *shin the specified knits 04 Eak, and .i � inctu4e o at where the Cmtmota and /w his Subcmrdroctw°s stage, store or pork eparne+t motriat debris and .irides a. •...1 >fy .A.G Re..,: ..o ale Pam use... .:a. NM project .i ban des by a u+da tee dyed svmpav'sw.sm of w Planet.. Society of AN0ac4Atuo (6A) Cabbed Aria ist. 56 +00 57 +00 58 +D0 3( The GAMrw3a A Eog a paint 0I pmposod root pruning per the aquwed piene a as marred by the City of Defroster's Codes Ordinances and Standard Speaker es Mese lines mask be inspected arrf apposed by the Cey Om:bec 00 peel tilt 0041000000004 W lay root prism. 4( Price to Feld Means taking pipR, it wi6 be the ccobacta's 1G40on0tdity to rm.e. the potential enp0-ts to easing tees Pith his 00014414 art-.Mt end M.o. am and A! - r-- -._.__ 4.7 _rr _._Bed meaases a Ire P400sa la matey the approved design The Project Manage roost approve any changes to the approval desigr ,rise to implementation at son unnge 10 i jptk. i40art 501161 T =5 300161. ISSUED FOR &D loam ex Mete CRY OP CIL/BOO.1T3R, 7TD�A ENGINEERING DEPARTMENT ROD S. Myrtle Ave. Clearwater, Pl 33756 OPEN ma K =mem swan amaf° n To rA++w�wescii° s m WATER TREATMENT PLANT NO. 2 - CONTRACT #3: RAW WATER TRANSMISSION MAIN EXPANSION PROJECT NURSEY ROAD (CR474) PLAN AND PROFILE (STA. 544 80 TO STA. 594 80) Nr C26 m. 2012024 �T02006 MSc N. Gwen. Camp. Cre trend* Pus. yn. Lese >.n.k feria 1. tine en: ne3) 166_1ni fen 1 13) 7E.ese, ➢I1w3 E'. mSAt- APE 72/07/12 SMONSO BVII owim ,t$ Ierit aelleee 09D Berelere eta conatecest OW ORM..noel e. Pa. a Sam QAE O to 6 m : e 0 031 I & (/ I ` f f iXIMBNATiON AIR VALVE i — 1 i j@ 1 O / Irk : . O - Val s sMa M Awn MOO Am- � �MM ... / 1Mtl trltl MI / / % � 3 1 1 — T - 493 W OF /6" HIP% 65 +00 60 +00 61 +00 62 +00 1DIRECIONAL �3 63+00 64 +00 a, fo.o IF DF /6" o 6 t �— �— f T N _ NURSERY ROAD (CR474) N x I 1 / �' 1 / 7 S r , ' / ` ( (, T 7 7 \ I - / I — — r— f PNELtAS COMM R/W CONSTRUCTOR N / k k 0 1 0 f o any Pinellas C County maintained ro0dwoy NOTES: B. estonotions evolving concrete and °•peon driveway. in good condition, must be occompiis[ed by Jock and Bore or smilig. No getting wan be repro nt - eapecialy concrete. e etc. SEE DRAWING C28 FOR DESIGN OF 16' RAW 3. Pa fight- of -.ay mdeliblrons Will be accordance with practices referenced m the State of F 30 1 u' . IbOIMliON ,Its RN 30 25 _ Emsftc /PROPOSED was (MR 4 OF 0*E) 25 I 20 I -.,,ci ( _ — — — - 15 I I a - (� 5 l e g a EOM n/InM 5 10 f I pRc vE Warta i6" 181 RAW HOPE ,fi• RAW HOPE MERTIl11t 5£PARATdN, TYPJ 10 5 - f— 1 \\\1111111/// i i O I �� -� — , f • • * _ 60 +00 61+00 62 +00 63 +00 64 +00 // �#%i O t / �, \� • S'j -9RI 40. 1 t 1 i O 0 0 )06 PIPELN 1 n 0 v CO 0 TEGUIR camacroR TO PROME PVC SWUM SEWER 590NCE LATiRAL p SPECIFICATION 33 39 23 AOC i6CEtUrEdb OEMS SEE ri C29 FOR 16' HAW' DETAILS pp TREE ENRJ7flM El6+00 67 +03 16- RAN 01 FSOEE PRONG C29 69 +95 GATEWAY DR 140 tF Or 1e HOPE FPNT PAP wwwwx. RAN w (OPECOONN. 0811) 215 1F OF 16. OP (Dire way STA 68. +14. 32' Rr (2) 16' 226" BOOS MA. 15 ROOT CON®w,nN AIR VALVE 90 Lf TREE ROD. P"e4 118"o16" *FOULER a/lY STA 69+30. 374' RI (2) 16" 45' BENDS WRNS k `?' SEE DRAWING C27 FOR DESIGN OF 16' RAW PINELLAS C0UN!Y RR /W CONSTRUCTION NOTES. 6. 1 The existing roadway pavement s not tc De open cut or disturbed. At utility crossings stet De by directional dnll per FOOT utilities 0=414ade:ion MONKS 9. 2 A; proposed wow must oomph, with the 9031 'roadway pons p epwat rn r ( pomp 10. 3 Al: right-o. -way installations w It be accordance with practices referenced m the State of Florida den Accommodations Manua;, 11. 4. 0 design oho onstruction must conform to the meumum slenderds set down in Pmellos aCounty land development zoning and /For related ordinances, and minimum testing frequency requirements 12. 5. Son rid bonicades shah' be ordance with the U.S. Department of 40.00 Transportation's 'MOnuo'. f Uniform Traffic Control Devices' and the :Fonda 13. Department d Transportation's - ROetlroy and Traffic Design 55 sands' Peewee 6110 through 670 (latest motions). 6. Safe pedeseran traffic s to be maintained of 00 times. 14 7 sideveht which and becomes undemn. mum be removed n rep+aeed. Sidewalks ore tc ea ecenstructed within three (3) days after removal. viten existing sidewalk is removed, R is to be be removed to the nearest joint. 15. 35 30 25 20 15 10 5 t2" Instollabcos involving concrete and asphalt driveway, in good 004'itien. must be occoe,plshed by Jack and Sore or miming. No jetting wit, be lowed. Compaction for pipe bockf4 shall comply tht 0 T -99 (100X). 0atur504 area Nan the right -c4 -wry w91 be compo_ted 40 10054 of ra4jm10nr density and sodded. do not disturb 0000 g underd'drn 00 storm systems. if 0trotan bed ie disturbed, contoct the area inspector NO the Pinot. County Highway Deportment of 464 -6900 for Desistence. Restoration of curb, street. driveways and placement at sad call be 00mpletee prior to excavation starting in onot err area by ne conboctar. No port 09 0 ate. in roadway w sidewalk; all 6rt and debris wee be removed from job site daily. roods and rsicewalks to be swept daily Any portion of the roadway that sustown excessive construction related 40rrage. in the opinion of Pinellas County Highway Deportment, shat be poima at contractor aspen a in o manner specified by Finedos County Highway Department Prior to commencement a work ew %or prior to start of restoration, coordinate through o w rk -ter ute nth Pinellas County Hgheay Department representative to ensure mutual 0gcement regadirg sucti matters as extent of roadway to be overfed after patching. the extent of dreverr0y 032 pecement 00900aly 0000,0te�o 16. Utility msta6o4050 and bore pit 03tions shoe not occur within 5 feet of the edge o f pavement along any °merest County mantoned roadeay. 17. Sideway curb ramps d10040*d by this construction shaft be ne9tocee per FDOT ewes 304. 18. The perm11400s attention Overted to tee provesens of the trench safety act (rori a 010454es, Section 553.60 et .)) and tee Occupational Safety Odd Hearn Administration Excavation Safety Standards (29 CFR Scotian 1926.650, Simeon 6) which shalt malty to construction, operation ono maintenance pursuant to this permit. 19. Type of sod used to restore miner-mointained area it right-of -way shoe be dinated with owner. 20 No street shall be eased without the written permission, of the Pone:Io, County Traffic pension. at east 45 tour Davao. coordinator 0 rewires, 21. The restoration of pavement open cuts shoe be in accordance who PC index #1291 u aOing the efowobe ft! option (see deter an pans), 22. The roadway pavement shot be mJ+ed and resu Laced. lets to be minimum 25 feet to side of the u'star504 area fore fad lone width for each late impacted. 23. Lane closures shalt not occur during the peak hour periods of 7,00 Orr, to 9 -0C 0rn and 4.60 pm tin 7r00 pm. 135 30 25 20 15 10 5 0 0 66 +00 67 +00 68 +00 TREE P101=CfEN NDT"5 1CN Adl 0±4 UTk ITT PPCnFCT PI ANC i) The confroo o aN be resporsbn for strong to di free protect., trams. 1P. 1*0 by the City of Qeo-eotNs Codes, Drains and Standard Specilimbons This .54 invade ant Tree $urr_als, Root Fran .g and Tee Travme; These ruparements ve required eithin the ww..ifad 'Limits of Wok,' ant wit also endude rR frees there the Contractor and /or his Subcontractors stye, store is pest eaunmenti mate-4s. debris and vfiades iii i.s ns,w.q 1.4 Ru,i -tuneg dune assoc.= with too pis*, wit be done by ar under tine Ores( supervision of an ntan0aar+0 Society of ArbaaWtwe (GA) Certired Arborist 69 +00 70 +00 3P The sontrata d For 9001 aN acoosed riot pr:ah0g, pa De approved pasts cr as reamed by the City d Ixm.0400 Cods J' aria Standard Specifications 104 Ines muss be s:spetea a 0 approved by the Cty ,a pro Pie c0rnmencerent of any root. paining. 4) Prior to field ds0gee Way plows, it eV be the confractds r lonsblit9 to roves the pofentid impacts to misting trees with he certified oibnr%H, d inside any Fob its rrswnvnord t bs ondere'vvt 04000aes r 110 PW0s0 o 144e6fy the opposed design. Tie Rioted 14ara,C mist 544±40 f NI changes to the afwrtned des., prior to rapernativen., a son chows WATER TREATMENT PLANT NO. 2 - CONTRACT #3: RAW WATER TRANSMISSION MAIN EXPANSION PROJECT GATEWAY DRIVE PLAN AND PROFILE (STA. 65 +60 TO STA. 70+00) lam use (28 20izme4 ` \ \11111111"/i �� 60). pAR V+ 6,///, Mt 110. 1snwcwc r 4a s 102006 12/07/32 es has ae� 254 032 Der ai®f viol11181 c mess Pi A 33,11 OF CLEARWATER \12009754 RO WTP 02 \CADD \CONTRACT 3 \009 CO6 URS.DWO lot br,SCHEUERMAN, JAMESRev on:12/1B/2012 Sheet Set'. 102006 SEE DRAWING I C28 FOR s 16' RAIN DETAILS I D --1 m -< °� < m ®033 .....�- I I io I� 1 I 0A` �. __. / � 1 �- -- jI / T 70 +00 SEE /O AI RA. S ca r t1Er 71 +OD COIBIA110N 44R Wier la 72 +00 73 +00 i .. 74 +00 75 +00 IMPERIAL WAY _. _ •` 0 --I IMPERIAL WRY ; 110 u TtEE © LF 1T TOM D w001 PRUNING r�{,y] f]IIBIMTIOH AR VALVE iROOT 1100 A rI• ® TREE( /o u TREE 3 COIBYNiION NR vALK 60D1 MUMS 4 iv_ 11 r° 1 ° ��\.. pq - -, MYtl .. _ d �: .: AIY6 MT we Ml �. .. ,.1IN�1MN 1(Vtl am Mfr � PM 6Ntl _. _..._.__ LE6El� CaNIRKTOR TO PROAOE %RACE 1 W 1 3333 39 23 MD 1REr ROOT Ptt{MIO ! I e I 1 PVC CItArOUr FOR LOOM SEE wows C rn ROOT PRUNING 5a 70+49, t7-r / 18' 45 ITEM 0i/Foul 16' tI T MO DAM ' 16' GTE v*_ 5a 71 +41. 274• RI SU 71+49. 273• Rl (2) l6- 45 01105 p/Mit (2) 16' 2bf Noes 0 /Mr1 SU ]i +J4. 27.4• Rf (2) 16' 45 BENDS a /MU ( 20321 12D38 I O U3 r_ir:::_\\FF.G 7-4 0 \` < a \\ ` ` 0 STA 74x14, 27.2 Rl 0 (2J 16' 45 BOOS a/MU X1 40 LF TREE ROOT MOWS 44 D3' Rf 1 20201 1 20121 (2) le 72455, (2) 16- fS BENTS a /RM! % 4 / / �CMDINA1p1 Aft VALVE SrA ]4.21. 271• Rf'. (2) l6' 4S 8E1p5 a /Mfr: rt l6' RN a SEE Wo ` FOR OLIO.S SEE DRAWING C30 li FOR �' !'i ! E i 11tf! 41 I DESIGN I A F- �I C) r (n D G {{ m 3 a 1OF 16- • 1 RAW 35 El eci 35 0' 0 i i • ea.B 30 ' I feaSTRG CRAM (O MR a OF PPE) Jaa�� COiBNVTDN AIR YAtyl V DOMINATION AR VALVE I 30 25 — — 3 Coro M1f_N AR WIVE ( i C0160411011 AP. vALVE z —..I.. A' 0 - T 7 NR3[DG 2. CAME _ PR:RR,_ 1I1 3• COVER _ ___ —. I — - - - - - n.. r 3" CA, es ! 6 w - _ 25 20 20 r PROVIDE AO 4 CO4ER �� I I iI Ida Y —e sa I �4�I� / (i I ` _ (2) i6 44 BEAM a/RIL (?) 16- 45 MOS DOW 15 10 (2) or 45 RENDS WOO ''''''— 16' 44 000 W /RW 16' 90 MO DAM I PROVIDE imam ler _ 16' GTE VALVE I V°_RIC L SEPARATION. PM 4- - (2) 16' 44 MOS DAM (2) 16 44 MOOS a /RW / '' (2) 16' 4S ROOS a/aiAI 16' RAW p 1C 9a READ a /fiNa 1 ��\ \111111 - 4 • Vt .. - - - - .. 0 ..--,..,c..: ,-,. 4r,,- es 5 7 70 +00 71 +00 72 +00 73 +00 74 +00 75 +00 i ( `4 tF 4 i •A �, (A T 0 20: ( 1s' °,o, tS/ •4 <0Rl ,. / 1gE PROJECTION NOTES FOR ALL QTY U1b.ITY PRC,ECT RAWS /!� �- 1) Tee coaocto win be responsible to otWoig to di Iree protedian meosures rewired by Roe ay W Cleor.rote'z Codes almoners one Sta+dad Specifications. Ito MI include d Tree Barricade; Root 3) the cnn(rocta as Rog ar paid d! proposed not pruning, per the swarmed plans o as requiC by the :Ay of Cleaenters Codes. Or6nm0es and Standod 5ped6.mtion6. '!ese roles rent be .W00Ied and //` v //A 0 \ 40 Pruning and Tree Trimming. Tits raywements are required within tSe specified ,snits of Work and .d! False include a6 areas Mere the Conboclvr 10001 /o his 5492ontroctors slogs, sloe a park apprened by the City Inspector prior the cammmerce*r l o' any root pnncg. A L equipment, rwterials, debris and vehicles 1 VERT. AAj{.�•i& \�'' Prior field it be the s to imposts to frees ho iroude recommended tree 4) to theism (nkag peace, will contro:ta respa +efSty renew the potentioi existing with certified atheist, aA any and at protectoor� 2) At! Tree Trimnig and Root Praug done associated 0111 his project o be dare by o undo the fired sees ooSior a1 as eotemationat Society of Arbaricultae (SA) Cee tied /Mores!. meawsee is hs propose! to mo6`y the approved Moir. the Project Yawgo must apperare my rnaoges to the appro+ed devgn prior to inpireentaiiao of soid change. )) ++11 � e 1 rgtoP co., _. Pe YsiS a- rl�ier R. MEE as -0000 ISSUED FOR B® w. � c i or ctpNG DEPARTMENT FLORIDA F! Sri • FJiG01EHdING D$PARII1�MMf TMENT Ltl0 s M'et'e Ave. ` ctearmLer" n =50 9 �1ER d�">?'ai, " �' ( • `• 'a "c Ew R�.a� WATER TREATMENT PLANT NO 2 — CONTRACT #3: RAW WATER TRANSMISSION MAIN EXPANSION PROJECT IMPERIAL WAY PLAN AND PROFILE (STA. 69 +80 TO STA. 75+80) tow 01..E C29 .w m. �m. oax �� wazD24 ,� /m /12 it .a.ea.. � � 02008 e�li 4109 INA xc, Q 033 X1401 Fig mom. "°°"` a.w . z— „� •VE an arse ®.o.ar C aaaenl. E. • ID. IDr.B RETf15N)N ovW OW ala4B: NONE D. raaW EL 4 areS DOE 1 1 1 W . , ©lS �, 177 • • err z 0 1 1, ,�� otz i ?..P". 7\'‘44.,4/N.:37. 80 +00 81 +00 82 +00 83 +00 84 +00 854 :G,i<•RM.. uI1 . r. a ory E.. .. T _ 1/ t II i 1 E , , -a HOR1Z. r 1) The can1octor wit be responsible for or t.eriig to oR tree protection me>sres roomed by the City .0 Desna :s,. Codes, GOIOlces d 5SOROOd Speofco'.i0:s. This A 90LOe Pt Nee Barricades. Root 3) The contractor wit log or toped dl ocaposed root P•onng, per the opp0000d pcss or as rued by the CIiiy W De000te's Coles, Oster and Standard Specifications These Gres mast be inspected rod 3 5' 30 = Punks; and Tree Trimrr a•.g. T rerP:"svmtis ore required w41, the specified tenth of Wort' and wE also Adude a men where The Cort,octoo onO /o As Sdbcmntrasia's singe. store or poi approved by the CSy P.m+. or prior the commencement of any root pr000 equipment. materials, dMra and vehicles SCALE: 1 " =5' VERT. 2) M tree T ona Root dare associated with tors t A De done D or ceder the skeet 4) Prior to Odd chorga taking atoce, it al be the contractor's resporrsD,+y to the patentid Apart, to e+istog trees with her. cwrtifed Obori t. and include Olr and .0...A mded tree protection rte` 19 Prr�g project by 95 .4vn o, on ntematierO Society of Arboriculture (ISA) Certified Arbors. rsemarzs in tea PVpasa to madly the appro,ed design. The Project Mono. rib. app.,. R1y 2..9. to the appro. 0 assign am is 05w0o.m.iO,0 = M 000 thee AA c,� .r. +weu 0. orris a- '1'171°? fox teen as-axG ISSUED ` 10° 0- w+ ..... ' `"°¢ R° WATER TREATMENT PLANT NO 2 - CONTRACT #3: ®M C30 w i r. on OF C1EARWATR$ FLORIDA — �._.,` - r'1Le=+ esn° n = 2012024 YM 12/07/12 lRA m t �.y - DEPARTMENT w RAW WATER TRANSMISSION MAIN EXPANSION PROJECT a w„ 98 WEIL � '`i,- X102000 $VH EVA 094 � ° Y< � ^vT" stisO S- HERCULES AVENUE PLAN AND PROFILE prRa 011110. FOR — a p Worms a Rea.., , Y� REVISION YE '^� p t •_ (STA. 79 +40 TO STA. 85+40) 00•�woregp 0001 . L4ffia YE ti I 0 o oaa -----: ? jj Bo 81 +00 52 +00 83 +00 S HERCULES AVE 844-bo e es +oo 1O " "� ? , / \ f ,. + —i- — t_.__.._F_.____-#.,__--t_- - -r i ♦ P 16 WW O O — y� , ■ RNI RM' R i RAW RMI M RIR RAN' R RAW PAM RAW RNe RAW WYI RAC' RAH W,M r 1 r — —. — 7------ 1 1---, i 'I { . < { t i�1W\ l I ti l,as31 1,4421 - I ii II ' I F I SEE I9I MG C29 099619 CONIIRCTOR 10 FROVRE PVC C[FARa11r FOR 1 14411 1 14351 1 142g _ j \ C29 FOR D DESIGN O ■ 35 I il 35 G. .,-... ^ 30 — I EIDSTRp GRADE (OER a OF PIPE) . 30 25 i . _ __ 3 25 20 j = P PROVIDE IWI 5 "OVER PROVIDE Wort S S COVER j 2 20 ,6 22A mm n/arl j ; MACE 19RI99 12' _ I ; { 6 675 G ti I z . 1 1 i , '''''';;!1!-''''' I ! I i , , !,,-- - ! r------" , A 1 i I'r i • i 035 --4--------.- _ - __ - _ — ° k. --t. , / , _. . 4 ...,,, , I - f -, _ ...,. , ., -,..- ,..- A., ? \ 4 ' . / \ .■ ' ' \ , 0 I Ci 0 . Z 41 86+00 ■...-, - . 87+00 88+00 i 89+00 90+00 91403 v., STA 85.730. 16.8' 11 --1- 1 -4- 18- CATE VANE Ri11.1 lc Lf TREE ROOT PRUNIAC • RAN re I -I- c ID LF ima 10 IS TREE 10 Lf TREE ROOT PRUNING R0137 PRUNING RAMC .. PW' — 1 S HERCULES AVE 10- RAW Di e. w tit w • - ===.■• Rai RAW RAW RAW MP RAw ■www.w.■ w■wwwmw RAW RA. RAW Rey RAW RAW Roo 16711 RAW RAW _L. RAW RAW RAW - - 2 1 I t4 ..1 i2 I _r_.- I 1 '1. .4 1 • . = ! 1 65 a TREE \\_TREE 1 1 A RXR PRIMING 'e- I -, . (11r) 10 1 ROOT PRUNING 1 I A. f , .! C 1 I I I 1423 AGM 11 SMARR --- IREE -0.- 1 • VAL 11407i I 13991 I '31 I 1391 I 1 CONMETOR TO FRONDE PvC CI SM., sown ounce LATERAL SEE'SRECAFICARDR 33 39 23 AMC ISSCEALANEOUS DETAILS ROOT PRUNING 70PT 111.117175111C FOR I 14171 I 11111 35 ! 35 30 AIR VA L I . ■ i 30 E105-4010 GRaDE (01/4J1 01. OF en/ I 1 1 , ■ i ■ __ _4 i __25 ___________ __ _ _______ 25 PROME WWI I i 5' COVER ■ E-2, .1) , IA i, ' PROVIDE WM _ _ __, _._ _ _ r I S' COVER 20 20 i 5 15 le GaE VALVE RIA1 .ROV1OE WINISAALI 12- _ 16- DI / vERTIGAL SErARATIOW, TYP . . ' 15- 12/11 017 1 10 . ! f \\\Nlilli i \\ 0 XR V , 4.. \ - - - - /0/ / - ,... .- , 4 4 1 ' F • ‘t* --. 0 ..., -'t0-.7" 1:0 " , , . ....._ • - - \-- 1 C,,E, No 67573, 0 -t- -..... .._-_4_ 1 . 1 , T. i ! , --- 0 , E 0 ,.. ....... 86+00 87+00 88+00 89+00 90+00 91`..4-046k. , As, - ' 4./ ■:' ',' tS1,(■` QR D No.- + ./ vio- ,_....__ IREE PROTECTION NOTES FOR ALL Cr( LTLITY PROrECT PLANS 1) Tie sarterotor lel be respaosiVe ta- paw.) to cliN tree protesters oRsseres menace by the Crty or CLeNvonerc C4.3, oedeverires arid Stereo d Speopeereere boo eb ers,i.re ell lea Beetesees. Reel 3) The contest'. are gag or /5501 CC praessed root p-urreg. per Ltie opproned Nam re to rec....reR by the City of asernteis Cedes, terkereces and Standard Specilicalion. Tense any mast be ropected itec ' I/1/ Przlerg end Tree Terszen. 11,55e 754-4,550712 ore rezered Net ree spzi`ed 1ier1ts of Wei '' and Al cis" istide al oleos where the Caztrostor or4jor se troster s stage. store or por1 RtfroNed by he CPT ,A4,e.,..av Tx+. for esarrereenstal al any rrot RAARg edireanalt. rnoteriree debris bed vehicles " Islore7,--4-5' CERT 4) Prior to 540 Priseges tarry pima, h et be toe contractors rem/abseil:9 to rev.* the potester ensacts to ealsbng bees Nth Ns urtified orborts4 and iserlidE ony 93C oll rereernended tree podebboA 21 AS Tree Tramming re-td Root Pnaartp done oSS0.101ed RIZ Rao PreNbt RR be dere by or ceder Lse rfrect 91.15P5755011 01 or 111f975C1711-41 Severe of Artoree tare OSA) Cestrted Arbocist R''''.... 0 'Rh 14141Nall te R1o4MY tO0 909.39ed 411409, The '00901 144041.44 o00 1 009reve any steers to the approved elriq' s seer to iesseernenteeor of sod change 7f5C Vet Lowe, f0.7000 C.007.07 lays Paw. 53017 77 .51,297. 7 ISSLIE0 FOR 810 4-t'l 4, 4...w, CITY OF MEAWIFATER, FIDIRMA _ , . ENGINEERING DEFAME 7: '.., . . ... . WO S Myrtle Rae Clearwater, Fl 33756 • ....... swore pa,. 975 WO n nee....... man WATER TREATMENT PLANT NO 2 - CONTRACT #3: RA W WATER TRANSMISSION MAIN EXPANSION PROJECT S. HERCUI RS AVENUE PLAN AND PROFILE (STA. 85-i 40 TO STA 91+40) bm. 1711 a- t - 0707 17.717777 7- Y..01 Imre re C31 2 012024 rt2/07/12 ...ED JPS 1 ,,eno MN 01. Irma. 102306 13VH JUR I 030 INS1550770P C061110Ce07 077 00.00 105.711, C50554. PI , 313, ..E. ore row. wave. m mum 72 0107$ aL OPst 7 1 3 ,c? 3 0 ‘,...______ 1 I , , ,_,___, i , , , _HT -, .- y i _ ,, \.. ,.....::_ ----1 I L (Dill 1 1 I 7--- .., ^.4.. I --i---- -- --4---- _ T--• ! 1 / i } k:: er , / . , J * 1 / ) \ ':6 \2 - / ,..• ----/_____L _ ___.-..,_—__.• ___ _ _ _ _ - •• Y g rt° 92+00 93+ 94+00 95+00 96+00 97+00 , --t- -I +-I LL, +- _i_._. F I t + -I-- T _,_ _ -+-- - ---e- t ---I-- --t- ---1- -1--7-.. —I-- -1--- t I 6- RON DI I - TTi. S HERCULES AVE wa ■(44.4 wo ow ow ow ow ow war ow ora ow RN/ RN INT RN/ R 16111 RAW RA RA; Raw ITN Nal f, = I I' _ ------„ 1 le RMI DI h___ _ _ , : 10 LT TREE ROOT PRIAM w > CI < - 1 — 10 LI 7165E ROOT PRIAING 55 IS TREE ROM PRURITIC IRI2E BARRICADE 6, (We) 1 i 1 z L-0 Cr 8 5 I _ , ----1 I I . ' ■ I 33871 I 0 -J EL I . 113831 E ., 20-. . 21 1 awn 8 --- _ft- CORTRACTIR TO PREMEE PVC ELEATOUT SI(TART SEVER SERVEX WNW SEE 33 31 23 pc laTTCETURIEOUS COALS TREE UDC"? PRUIVID Tarr PasOrM FOR iPIUMTIOITERI _ 1 35 35 ..."., • • V' -,"" . .••• ..... : : • _ ..... 30 1 . 30 25 -- _.1_ Exsurc C010E;(01ER a. OF NV ' ■ . ■ ■ ___ _ ; 25 20 1 r — — ___ __- ------- ---— 1 --_ ------- --- --- --_ -_- ------ ___ ___ ___ ___ ___ --- i 5' NE.8-..„., ' -1 PROVIDE RIP 5' OMR -, PROEM 111104111 12- ' ■ PROVIDE MN i ; \ 0_1. , ---- _-_. ___ TT.-- — — 5" CORR \ 20 VERTICAL 5061,11106. TN I: 15 Ir ROY TT I Jr__ , : ' 15 1 0 ROVI I PDE NTINIAI Ilr vErmeat SEPARATION, TY9 1 i . ---C, 9- 33 3- 33 : ,6- .... OW 1- IT, 6 kEas 19 ,,, '''i 0 A R . 1 iii V • *1 ■ t 1 ' 1 ....,. -• i : •-. i 1 79 1 1 . °.••4".1,)/ ? 41 dre i/p/ -17 0 ' 41‘ ,.',,_Ni ,',.••■• 92+00 93+00 94+00 95+00 96+00 97+ OkPos • 4, °R I D P1/4 ' '4I .\ ' "4/ ' ' - 9 ••20' "2' E IEE ROTC10 NOTT / , / • t) Tne cantrector ea be rearsbie tor orfewieg to el tree a-Wes-Jon roomeroo rooftree by the COy r4 DeornaterS Codes. Orifettarroes and Standard Speak:at:cm This w11 inciode all Pee Barcodes. Root 3: The conereoter al log or cant fa proposed root Pronv10 aer The aearented Oaa a os required by the City 01 Cfearweaes Codes. Tirwan6es end Standard Siewifications. These fines must be insowtee and Illku4.24- 0. Prorato and Tree Teirrenaw. These requirernwes are reseinO eitlio toe specified -Snits of Work: and la else inoode all areas obese bee Contractor =dim hts Subcontractor s stag e. store or pail =way.' by the 0,1 eoptwear peter tee cornmeneement of any root proolig eiparrient, mottoes,. delves and vehicles SCALE: 1°=-5. VERT, 4 Prior to Seed ThaNwn frilkiag pl., n wi be the nakidctor-5 resocenbiny to rearm toe potentid impacts to .voting trees with ho certified arberist. one isatude any and all recommended tree protectors 2) AN Tree To-earning and Root Pruning dope associates nal tots project al be dale by or wider the soot supersessm of or initimeleonee Sosey of Altana/tare (10A) Certified &beast measures r TN 166163501 to .ohoty lbw Twinned design The Propel Malaga rtual %wow any changes to Ito Named door pna 0., towno--6 a wal avenge. litrow 7050 owl CaNnn caapar Caro. 11077..a Me, Su00 700 14.70.. Taw. Tam 7000 ToN AL (8/37 706-9711 Far 1.37 200-12507 MOWS Or 4.707 COY OF C1240WATER FID1004 ' DFPARTMENT 0.-,. 100 S. *Ale Nie V.. Elearowter, Tfl 33256 _ n,L=4..""Itariasia WATER TREATMENT PLANT NO. 2 - CONTRACT #3: RAW WATER TRANSMISSION MAIN EXPANSION PROJECT S. HERCULES AVENUE PLAN AND PROFILE (STA. 91+40 TO STA 97,-40) C32 00071007 00._ 2012024 WK.. Ift. Imam w• SA 0700.7 12/07/12 IOU snmes., 0/0100 frn JIM I maw . ...... 102006 mimes Tat ISM,. 13 111 1 AKA 1 090 M06, /79•7017 WE IMO,. IIII, . . aw 0 asIa. Pt twos 0.V05081 itIr NM art Roma man 6 aasat / NTT ev CO en iI 16' RAW IS 96 +00 99000 N 10 LC TREE RO01 PRUNING r 1000-03 101 +00 - --�i- ID 17 TREE S HERCULE51'02AV 0 0 co Da > U 103000 so IU a 11001 PRUNED. ,6" RAF O STA 102071E 19.0 RI 1(- 45 1340 (VFW 5 15 06 TREE ROOF PRUNING f IW -J J r 1 z 0 0 0 RAM RAN H = i P STA 100040. 190' RT 10' GTE WALK RYd \ 4 On 102093, 340' Pt 5 ®O WON `t 550 1034. 0. 300 Rt TEE WON 16' GTE wolf 16" 1114' 000 01 /0su b" GTE MILK STA 97.90. 27.1' 111 107 45 BOO 111/RM1 SEA 99050. 270 Rf (2) 16" 45 BOOS 01/I16/ 554 99065. 19.0 R1 04 OE041 01 /RW STA 67,90. 10.2' 61 I0. 45' MO WON I 26121 113471 P1AELL*S COUNTY R/W CONSTRUCTION NOTES: 1. he ex.'sting roadway pavement not to De open cut or disturbed. 411 trusty crossings shat De by dirOObonul 0051: pie: 001 Oldies occommoac'sr 2_ At proposed work must comply with the F00: "roeawoy aloha p'eporolion r. om:af (..0 pain). 3 Ni •gM -of -way installations in be ac_ rdonce .46 practices referenced in the hState of Florida LitNtres Accommo0oiios Mono. 4. AP design and corsiruc600 must coaf0rm to the minimum standards set down in Pinellas County land development, Zoning and/or related oanances and minuman testing frequency requirements. 5. Sign and b0r- tcodes shall be ' accordance with the U.S. Deportment of Transportation's 'Manua of Uniform Traffic Control Devices- and the Florida Deportment of Transportation's "Roadway and w Traffic Design Stordordi Indexes 600 t*OUge 670 (latest edions) 6 Safe p0003900 traffic is M be maintained � an Lanes. 7 sidewalk whirl, becomes undermined must be removed and rep.00ed 56.0063 am tc be reconstructed within three (3) days after renova :- When sting sidewalk is removed, it .s to be removed to the nearest jo+nl. STA 9976. 27.0' Rt 16. 45 9010 19/E6u L9MR3TOR TO PAOVOE PVC CLEMENT FOR SWUM' SEWER SEREDE IATERAL SEE 23 NO NSCOJA/EOUS DETM15 33 SPECFIGTION PRUNING -0- TREE FARRCA E CONTRACTOR S0Y1 TENEISSO- SuPPORT PORER ROLE AS mob 8. aestalbtiens ...Mono concrete end asphalt driveway, n good condition, must be accomplished by Jock and Bore or pushing. No jetting .al be 9. COkayed, ompaction for pipe 6000434 shot -9 with A45H"0 0 -99 (*WE). 10. Distum00d area within the right-of y Inn be cornpocted to 1005 0' maxirnam denoly and sodded. '1. ao not dstob existing wood-o:n o atom. systems. 4 +1170100.. bed s disturbed, contact the srea inspecto• with The Finec. County W9hnay Deportment of 464 -8900 far assistance. 12. Restoration of aria. street, driveways ono piottment of sod shall be completed prior to excavation starting other oho by some contractor. 13. 90 of material in d.oy or o siaenoto .9 dirt and debrs will be removed from job site daily. in and siaeolks to be swept daily part of clean-op. as pooti0,, of the reader, that cosh-0-50n rented eam0ge, i the opinion 0' Pinellas County Hyhway Deportment. shod be :ached at con: cto• expense ono specOSed by Pinellas County Highway in '5. Pro- to 000shermcement of work and/or Oar to start of +04000twn. cuc•dnete through a 'walk-through with Finelos County Highway Depo21110d reor9Aentasre to ensure mutant: agreement regarding such mattes as et -t of roodway to be ore'la.c after patching, the extent of dtivewoy SEE ORNgEG C36 MR is LI IF Of ,6" npnE OMEN or 6 qAM! � -� _ I DIE_ I I ONECTIONS. 6.l 1 0, placement es :crony concrete, et' SER DRAW.; 0Cj4 FOR OF 6• R� a- 46 5+o. .nstotbawns and bare pt tuns rhos not cur within 5 fee: d tee edge CT pare, .air my Tawny .nod r. 47. Sao.. curt rortps disturbed by this construction shall be 8 reposot per FOOT index 1304. m '8 The per,6 teals attention a dreEed to the omis.ots of the bench safety act (flan:,; 50,00-x. Section 553.60 e:. 144.) a.a the 'Y_upa•..owl Safety and Health AOm:nstrotion Excavat -on Safety Stonao•ds (29 C?R Secton 1926.650, Supoo'i b) .Mice ins:; abb. to onstruot:on. operation one monte c*ce poetic to Os prmnit. 19 T a Issa to restore owner - motets: nett ores r • gM -o` way OEM be coordroted .3h 20. lea street shall be dosed 'About the written 600 in 4 the Pine9 0 Canty Traffic 0rra:or.. at least 48 how downs. Nnotion - remuirea 21 The restoration of pasernenk open cuts shoo be h ordance with f0 index /1291 utdae the trouble fit ap �(see her 22. TM rooe.ay pavement :her rx m9ied and resurf aced. limits :a be nunnnmr 25 feet to each side of the ns6.,Med mho -o aafud lane *ken to each lane 0 .panted. 23. Lone ensures than not occur during the peak hour periods of 7:00 Om to 9:04 am and 4:00 pm to 7:00 M.. 35 30 25 20 15 10 Dogma GRADE (OVER ct D< PWE) _ _ _ --- _. - - - _ _ _ _ - - _ - _ - _ - _t - _ _ _ _ _. _ _ - _ _� _ - _ - - - _ PRONE NS 5' OMR 24' 51 {a9_ S - < -t'2' �. I 35 00184008 AO 8.CK (2) < w v_» veer: 30 l6' 45' BOO' d /RL01 16' RAW 0 1 45 BOO NNW./ S' 55/ 6,1236 -_- PRG,IDE VEERICAi. SEPARATES( TYP ,s" 05'59990 WON 98 +00 93 +00 TREE PROTECTION 90145 KR All CITY OUP' PROJECT PUNS 1) The cmra.ta r4 be resyrnsbk i0* 01,P4T9 50 Ok bee : measne0 reaurec by Ite Oty W Uea -e Coda G4Imexs ad Stardod *eiOlhoDos. This w6 ncbd0 at Tree 9arcoles, Rol Prating and Tree Trrrra015 These requis eats ore regvee .iihet the glxrfred -Limits of 90r1 ad 04 435 eolude 34 mar .hie Lhr C .lracta am/0 ni5 Slb+ontratlo 5 stage ctae a p0M1 egm{xnelt mate0as, debris and 04010s 2) lea Tree trimming and Root Pruning doe ossocialed 0th this Project 1e% be dale by at 1000* the dre;.l optrotsion at o n.enatiaha Society of Arborudsre (6A) 4900404 A4baie: 16- RAW -1- - -- - - -- - - -- -- 16" Nf -aJ 16' 45 BOO WON 1634" TEE (/6N+ 16• GAZE VALVE s GTE VALVE .4 0'- PCENS 4 ■4 4116 OF 16NDPE e 0• V � orer -nowt. Dau - �% _/ ' �' i - * ' / NYl`:.75 ' 00 +00 101+00 102 +00 = $%f L� 7F 1 C3*04--- 34 the turbots dl bog • port tl: proposed root gong pie the approved (Ass a 0 required by the 3 9 of 0ttth is Codes, (5dnaltes and Standard Speeif tisrlE '• 1 1fd rap.• swooned by the Ci'y fris,00r prior tf commencement of any ram Truaeg. � i^ - '� PoaNdsd tkt livAlosl to noddy the approved dmOt ersject Rouge- mast =pros any changes to Ihe spoon., defier prior to inotemenbatian of said donge 9e r`06t°T six lG' NW roraw. cinema I 4j pro' rt red changes tting place, 4• wi be the contractor's reap. sbN,y m revs. the potential ingots to existing trees .itf: fn's *0.5(0 ur4OSL ad isope afy and 44 0 20 15 10 0 00' 40 50104- T • =7G 60* 7 5' 10 sre WATER TREATMENT PLANT NO. 2 - CONTRACT #3: RAW WATER TRANSMISSION MAIN EXPANSION PROJECT S. HERCULES AVENUE PLAN AND PROFILE (STA_ 97 +40 TO STA. 103+40) - lTi' .ma add b R :� 1 I, Otaa C33 ( ,on 2012024 0102006 WI 12/07/12 i". Mad. «910;4 ALA lvoc.c. 0 ,■ aacsrru an fry oei a 414.00 et 2 Th ass 1 1 i 1 o t) pn We blowing as iioo, Prolog ,lie rssodoteo win+ ma project we be dais oy a ones the dkect sape.ision of or krlmatow Society of Arbor-Weise (ISA) Certified Arbaist measures w, ho rywasei to modify the operated design. The Project Manager mist opproe any Wogs to the approved dog, ;WO to 1- �LL3- =. at -:.d Ma+}- �` ;rat, 00. cur ®] WM lama Ow.. 3707 s} 1731 2i n -lr ra (a<]7 713 -6e0 77 ISSUED FOR BID �{� E . Aga. : WATER TREATMENT PLANT NO. 2 — CONTRACT #3: �� cos : a� . Ion CRY OF CLEARWATER, FIDt✓IDA r "' ' a MD OM 2012024 w 12/07/12 JR9 °`,� IOTGT)O�Rn+c DEPARTMENT RAW WATER TRANSMISSION MAIN EXPANSION PROJECT o �,, ate.. ,7 700 S Yyrtle rise. i ra �� \v S. HERCUJ.FS AVENUE PLAN AND PROFILE 102006 HYET JBtA ""042 Clearwater, • IN 83756 "- (STA. 103 +40 TO STA. 109 +40) °� OW era rwa.nu 0 rau5v. 4. a 337. i•i REV190N w w.x 11 p3.y ' •L OW fedm eas6 6 ars9e .L. ]]•A Po J 1 Co 0 042 L 1 LEMUR n ' I O 1 O �Y I : r" 1054-'______-0--'--- 06 ; " � // et' —/" . . t to -- ` -� " � - - ..CC =_�- - f. N ---_� SW CROSSING #5 T .. -�_ 4 • -- �, ice" • • • • • _ - Iii. 1Ofiai� 1 -- - .. �l PINELLAS COUNTY R/W CONSTRUCTION NOTES: 8 astollotlans involving concrete and asphalt driveway, in good condition, must be accomplished by Jack and Bore or wehirg, No jetting will be replacement - especially cancrete, etc. . The existing roadway pavement is no' to be open cut or disturbed- Ni uJRty crossings shop be by directional drill per FOOT utilities accommodation allowed. 16. utility y installations and bore pit ewavations snot not occur within 5 feet of the edge of pavement along any Fmellae County rnaintoned roadway. manual. 9 Compaction for pipe bacNdl shoo comply with MSMO T -99 (1009) 17. SdewotD curb romps disturbed by this construction shot be replaced per FOOT lodes #304. 2. NI profaosed work must comply MOO the FDO "roodwcy plans preparation manual' (is. ppm) ,O. Disturbed area within the right-of-way wilt be compacted to t03S M maximum density and sodded ID The pennittee s attention is directed to the provisions of the trench sofet wt (Florida Statutes. Section 553.50 et. seq.) and the Occupational 3 NI gM f ay installations II be in macadam. with procticez referenced in the State of Florida USkties Accommodations Mooing. ,1. do not disturb westing anderd sin storm systems. if flbotion bed is disturbed tact the areo inspector with the Pinellas County tirghwoy Safety and Health Administration Escovotion Safety Standards (29 CFR Soo000 1925.650. Subpart b) which shot apply to construction. operation and 4 N design cod arStructi must conform to the m;amum stondords set down • Pinellas County lord development Zoning and /or related adirances. Deportment at 464-5900 for assistance maintenance punoarli to this �it and um testing fmo Y w i 12. Restoroti• of curb. street. dn/envoys and placement of sod shall be completed prior to excavation starting in r ',he by contractor. t9 Type f sod used to restore - intoned ores in right-ot-wy shall be word rated with owner. S Sign oral burrdes shah b corda. the US Deportment of Transportation's 'Nonuol of Undone Traffic Control Devices' nod the Florida 73. No stockpiling d material n roadway ors sidewalk: 06 6r1 and Pons will be removed from job site day roods and sidewoPs to be swept doily 20. No street shah be closed without the written permission o: the Pinellas County Traffic Division. at least 48 hour advance dinetan a rewired. Deportment of Transportation's in and Traffic Design StaMams' Indexes 50C through 670 (latent editions), pot of daisy clean all 21. The restoration of pavement open cuts shall be in do wit PC lodes #1291 Wilding the flowable fill option (see detod on u plans). 6. Safe pedestrian Nettie to be mo:niarred of MI tones, t4. Any portion of the roadway that sustains ex construction related damage. • the opinion of Pinealas County Highway Department shall be 22 The roadway pavement shot De milled and resurfaced. Emits to be minimum 25 feet to Oh side of the disturbed area fora Y lane width for 7. AM sidewalk which becomes ondermnM m t be removed and replaced Sdewons ore to be reconstructed within than (3) days otter removal. When epaired of contractor pewe in a mower spedfred by Pinellas Counghw y Department h lone mpacted. aiding sidewalk is removed, t • to be removed to the nearest joint. i5. Prior to commencement of work and /or prior to start of restoration, coordinate through a -sa&- through- with Rnelia County Highway Department 23 lane closures shalt not or during the peck hour periods of 7:03 an to 9:00 am end 4:00 pm to 7:00 per representative to ensure rr ODad agreement regarrrg such matters as extent of roadway to be overlaid after patchng, the extent of driveway 35 1 al ] O of 35 I 1/i 30 ! urI I I l 16' 90 BEM a/FE ( ( r I 30 EXISTING GRADE (Own a OF PPE) ! �� " 16 46" BEND p/f•M ArMr177 DRIVEWAY \. 25 . DRY.133.V 1 25 20 � 3 ' , ____. __.. -_ __.__ — -, -� ' 6 - - Y£RIKAL SEPARATION. ' 6 t t� t t- t �I._(. 20 _._ 2 ( f 1 - �I )% ,ri RAW a 15 d /," r 1 ` / 16 ,S BEND DI l . - \ • / �� . ` \\\ P" - • • /1,4 1 spr 3 7 5 I FRONDE MNMf 36 c 1 t6 RP ROPE ¢ E ` ¢ E E ='S 1 VV � �'_'cF A a- _ tt�EF OF 16 1OPE 1 1 BD IMO /43 _ ii.„4/ 3 (� 7 0 I t>ru S 104 +00 105 +00 106 +00 107 +00 108 +00 109+00v-4, ' -_ C pR_ 10 P` - -" ��-� N TREE PRO/ECTIDR NOTES FOR ALL DIY UTILITY PROJECT PLANS f f a protec t 4) Ain to field charges taking plan, it eM be Ihe contractor's resprnabity to review the potential nay cts to esstig Dees with h ni 44 45 40 35 30 25 20 15 10 110 +00 S HERCULES AVE 111 +00 RAW RAP 0640 ce w z Cs: N 712 +00 STA 112+03. 5.4' RT �(2) 1C 45 FRAMS d /RIN 5500 RAW I RAP Aii■www RAIN AMY 5040 -4T967 4 anRB06T1ON AIR VALVE `36 tf 14.6 ROOT FRJNK 16' 0400 O STA 109+84, 63' RT (2) or 45 RODS 0/18+ II SANDRA DRIVE STA 111+754. 64' TIT (2) 1C 45 BENDS WNW STA 1121+62, 3.0. T6' 22f BEND 01 /RAN Q PE OW VALVE STA 113+07. 3.0' RT (2) or 45 BENDS CAPON STA 113+21, 2.7' RT (2) 1C 45 SENDS 01 /RNA I.1 STA 109+74 63' RT (2) 1C 4S BENDS O /161 2000 1247 LEGEND 1.1 CONTRACTOR TO PANNDE PYC CLEMDIIT FOR SA66RY SEWER SERVICE LATERAL SF SPECIFICATION 33 39 23 ANO 1157 4NEOUS OVALS —e- TREE BARRIt]IOE 120311 120°51 or RAP O STA 114 +45, 33' RI ' 22y BEND 01 /RM, 16' PATE VALVE/ ( j 1 q901 Atabi■nmol HERCULES A f REBECCA 1, DRIVE 1i c01®961DR( AN VALVE trC.41n/ 043 6' PROVIDE 110441140 15' VEm00 SEPARATION. 110 (2) or 45 REDS IN/RN (2) or 45 BOOS O /RW 2) iC 45' BE1O5 O /RNA 1C 22f 6E110 MAMA 16' GTE VALVE 16" 2257' BEND 61 /RW (2) or 45 BENDS 0 /R1U (2) 46' 45 5E005 O /RAN (2) BEM5 ' 45 OVIta.1 1.1C E 4b • MONDE WORM 12- 5•0115.AL SEPARATION TA — 110 +00 111 +00 112 +00 TREE PROTECTION NOTES EOR AU. OTT U I LOTY PRCC.EC1 P1N15 )) Yoe canxo4tar o9 be respiumble foe odh0•Sng to 01 Nee prote+t*1e 010940.res rxpr --ed by toe City of Dea.ods s Codes, 0rdirences and SL fiord Spedif !4s. Tors 001 "rdu3e eti k« $mricades, Root ProrMy and Tree Trimming. These requirements ore equid within the Specified 'br Is of Birk a1d 01 dam; 7,0.+x7 d memo mime the Contracts' and /or his Subconirodlen s stage, store a pad equipment, "mends, debris and .mate:. '� 2) AL Tree Trimming and Root Prunny dine 0,0640154 od a tin's project .9 be done by Or under E1e dust spertision 07 an 0Asm'xrmi Sane :y or Ar6Ocutoae (6A) Certified Animist 113 +00 114 +00 3) The cmtrod..i 'Bog pool oil proposed root pi-dialog. per the approved plans Or as requited by the City o0 Oea.eier's Codes, O d0000 +es and Standard Sjomificatkom Timse Sims most be inspmted and ap oeoled by De City dngmctor prior t e conmenceme0l of my root pinning. 4) Prior to field thanes tong ptore, it rat be the contractor's impairs-0664 • eweo the potentid impacts to resting tees oIls his certified orbast, and idude any add *e0oo merdd Nee protection measures i, his Fewest/ to modify the o�ro.ed design. The Project Ymaor,rnood appro.e any charges to I6r approved design prior to inpierneet0:ior= of said change 1Y. o /,4, raj/ f I�� SMEITE ISSUED FOR BID 10emmi r0. OIPIWIPIDD 17.07 OMNI 6. acr1*st.4 1 — �I OA CRY OF CLEARWA'fER. FLORIDA ENGINEERING DEPARIVENT 100 S. 11yrfio AVe.. Clearwater. 51 33756 :IRS SC :Ram NC mom ROOMY WATER TREATMENT PLANT NO. 2 — CONTRACT #3: RAW WATER TRANSMISSION MAIN EXPANSION PROJECT S. HERCUI.K S AVENUE PLAN AND PROFILE (STA. 109 -40 TO STA. 115 +40) C39 2012024 a un 102006 7E50 WO essmr Lass, on, 013, 1'. - 1711 s ion 7� me sac Sswrtac n. MO 12/07/12 i iNS ass IYA MOW 043 AFOROO:15 FOR cm Rarwa, roam 6. ascot er A 7301 oie or or or to ft 1 ,-.... -------------- 4111) 044 -7/ JEFFORDS i'l -N , ----c','.7--- ____J LEGIONT . STREET A RIPON MC aimeurr RIR /- ____X\ DRIVE CONIRCTOR TO PROVVE 1 0 I rpfLARI,SERFER SERACE TATER., SEE SPECIFICAUST I I I \ \\. I . . ___ .1 --- 1REE ROOT NAMING / N - - —o- 1REE BARROW . 119+00 S HERCULES AVE STA 117469. 0.5' RT 118400 120+00 121+00 A le 77/6. EOM IMRIU -4— --T-- - --4- - .... _ 4______ —_,_t.____._4_ A ---1--- --4- -.A.--.1 4.-=-._ __I-- If •. g 0 z k- g ot to . _z_, . 0 11 ...,1:T. RAW RAR mmonnom RA VI l'o* MO RM Ms Wm RAO MN WO RAW RAR i:.)., .., 15 0=111 ----,,„„ . , \I ,- A STA 1164-21. 4.17 RI ts- 2.7if EON IMIM 16' MR DI m I I .--"' "I.. COMMADON t - fr—m ;Al (a) NR VALVE - 1 - RIPON DRIVE 40 LE TREE 14 LF TREE ROO` , , L "47 , 1 11051 1 I 2.1 r---„, lerrallime. • JEFFORDS NW Mela , - STREET t _ . . _ 1 200I 1 6 5 1 51 i z. , ■ cala"thm (-_) v -q AR AyE I .9 60 55 60 EXIMING CRAM 074:R CT , I , ___ — • — — — -- ; _I_ ___ — — _- — - --- . _ _ __ __ — — — -- — i f PRTNIDE MN 5 OMER I I , r SS 74 -,........„ 55 _ ___ — — — ____ _ ___ — ---- :,- 40..., ,ff5-7,1 — -- -- ■9" 5.10.6 "....----- C-55 6 I o 6' N. ss kr- It-56 0 4 50 — -- I 16' Di 50 I 24' STCM • -. „...----- .2- -444 • 3 5111NRAI 12- _ SEPARATOR, TfP I 45 11...----4-47 A , 16' 2207 ECM 01 V . 1 1 RAN DI /A0 40 I 16- 22361 OEM MAW 3 1 1 , \XIIIIiii,/ /, 1 Ouirvox v. A.,, 35 : --i- i -ti i A "••• fr - - ' -C- - - - -- iir i ■ 0 • ' LI E/v.,§; . 40 , •■ CO / .....0%. •-• , ...... A/ "/..0' ./ ../ % -'. ' -- 30 -_ ., , . 116+00 117+00 118+00 119+00 120+00 .5.,, /.(k '124+00 ..... ./ 40 ■,' , tP • ri .40. 0 0 240. ' V'0/ • ' ''' ° TREE PROTECTION NOTES FOR ALL WY UTILITY PRO.ECT PLANS - 0j1 - - - - -, ,, 140R2. I) The [MOOG:. el be rosponsble ter adhering to at tree proterban measures requirec by the City N Clearwatees Codes. Ordeal.% and Standcod SpePlications. This gel incode all Tree Barricades. Root 3) The contractor IN Sag or point oil mapoted root prom} per the approved pries or as requked by the 04 N Clearmter's Codes Ordinances and Standard Specifttalions Those bees must be inspected and l , A L. Er \\ 5. ,.. Provivg and Tree RS-1meg. These reNtirements ore repaired within the specifed limits of Wor4 ,1' aid al otsc include II areas where tne Cantroctor cod/or his Solocontracta- s stow, slue Of park epproyed by the City Inspector prior the commencement of Orly root frOring. / / equffneni Ovot.,Les, debris arid whet' es ' Ili 11111 \ - -- VERT- () Prior to Said takes, it be Pre the to trees his arboOst, ond indode cll recommended bee chooses place. will contractor's rosponsibaty to roam potential mods existing with cartifed my cod prOlethron ! ...-4 Iror4.a.; .4 Rapt PrurrOg dare assocetors oth this uroput .41 be dole by as undo 05 direct somas:on 60 m. olosnairoM Socrety of Arboriculture OSA), Colifed Arlerisi measures 0 tr. e • ......emS to modly the apptoved desoN The Project Reneger mot approve any chougm to too approved dessin price to. inprormaoP:';:u r.o." v.Uri aveyr- MO Wee Cowboy Cpooto• Ur, ,....s. ...Om mew P. (OM 916-1,1 for 0.10 Mb 4220 ISSUED FOR BID .„. ,..1 CITY OF CLEARITSR,Ep FUTRIDA -3--_,.., ' ARTIIENT ,:.., . , Myrtle Am. Cioarserlsr, PI 33756 • , ...., _ we w csuarTworeor. fool •=3113•As an mom WATER TREATMENT PLANT NO. 2 - CONTRACT #3: RAW WATER TRANSMISSION MAIN EXPANSION PROJECT S. HERCULFS AVENUE PLAN AND PROFILE (STA. 115+60 TO STA. 121+ 40) -TIC poor_ CID rrors moat 50.26.2 et. 55.2 5111152,22 le.: imom fro own., NO, 2onco4 ''' 12/07/12 POWWOW 102006 BVH INA 99/01.12 044 moor own. MP . . 1.00... 0 0111.5 1.2. 2 MOW DM REVISION et OSOIDA. V WON. PL. 0, 0.52. 105.112 2 .2 i 075 0 • CONTRACTOR TO PROWS PC CLEATIOUT SAM3MY 3 US SEWER SERACE LATERAL SEE SPECIFICATION 33 9 2 NO TASCELLANED OEMS — TREE ROOT PROMO --o- TREE BARROADE 122+00 A RAW 54' 7 "ir RAW Faw MAGNOLIA DRIVE 123+00 25 LF TREE ROOT PROMO • — RAW ROA 541 549 illI MAGNOLIA DRIVE 7/ ri 124+00 32 IF TREE ROOT POTIONC L S HERCULES AVE 35 LF TREE ROOT PRUNING I 26+DO 1 • ■■■■4P. 125+06 / • ALLEN DRIVE 127100 .---1.-..-. ....-....---,- _ .......... j- RAIN RAbi RAW RAw RAP 554 RON RA5 RAW m■wwiiwiwRATi ROT 115 15.06 ROOT I:WM.101 .1 KENMOORE DRIVE —A- if TREI (TTP) 75 70 65 6D 55 50 45 40 I 1 5-55 -------------- PROVIDE OM 5" COVER ; E=62 79 1 1 vasroac owe WER a OF ORO COMEOSATIOR NR VALVE ---- - --------- PREMIX AMUR 12' VERRCAL SEPARATTON. O41 - P12740( YR 5 COAER 75 70 65 60 I 1101 PROTECTOR NOTESMAI CM UTILITY PROJECT 1,9 Atts ISSUED FOR B AWED es A• AMOWC 122+00 123+00 124+00 125+00 126+00 1) The contractm irb be response)* for bilhming to a tr protection met:sures required by the 445 of Ctearitoter's Codes, Thdoonces arid Stondcbd SbennTwations. thiS wit include ar Tree Etankades, Root Pruning and Tree Trimming These requirements are rewired with:, the sp54f50 -Limits of Vicris." orid AB indude 01 me'* levee the Cartracter reid/or his 5*bcontrer35r'S slow, star port equipment. matends, debris and vehicles 2) At Tree Trimming and Rost Pruning done associated With this onion:, al be done by a under t'A direct soiso-iibion of or internotiond Soriely of Ar'bmicultire ((54) Colified Arbmist Row. wow D • MAI ecn'r 44 lrit 6017 3) The controstaT boo o pot a proposed root 574n09. pe The approed pans o s requie by he City of Ceareeter's Codes. Orinances a Stedod Specifcnins These es ms be nspeced d pprwe by (t• r•■•• The commencenwot W. any root pruning 4) tio- to fetid changes tows, piano 4 wit be The contractor's responsiiiiity to review The potent:. inptcits to obsting trees with his certified 541561, 0014 include any 000 01 rwornmended tree protection measures 15 his Wormed to morffy the opprowid onsir The Project Manager Rust app,ore ony changes to the approved design prim to impiernentation of said thongs. MY OR CIZARTFAISI6 FLORIDA ENGINEERING DEPARTMENT KO S Ityrtie Ave. Clownooter. *0 20716 NC LSOMI TAP AOMOIAli OS MOW —4152%.3)FilArattli, ITS WATER TREATMENT PLANT NO. 2 - CONTRACT #3: RAW WATER TRANSMISSION MAIN EXPANSION PROJECT S. HERCULES AVENUE PLAN AND PROFILE (STA. 121+40 TO STA. 127+40) tootot. 441 -=20' tiOREE 5' SEALE: 15 VERT. TTDCMO A. CAA, Cooroosf Comet, wolorAmi AAA Sito tom. FA. 33557 k• (01T) 2,16-171 2$65--050 F 616 tap. war, 1341711e, OD, 2012024 La In, 102006 mum, 12/07/12 BIM 3▪ E5 .1111.4 trAt. SATI OA- 045 MOANED RR COAAICIPi COT WYE. wow,. owiai Pt 1334 SAW o• I 1 I I X mean ROPY" OF TREES .7.e, R3. OR MGM( CLEANER FOR GWENT SPfa1WOM 33 39 23 it SaWararig -- 1.EE ROOT -PRMIG I --e- TREE. BARRICADE STA 727,72, 103' RT 16 AS BEND De/RID (ROTATED AS IEO0) A S HERCULES A 5 li TREE ROOT PROWS 128 +00 1294-00 S HERCULES AVE 1304-00 �- STA 1311/3.71.5 R( _ 1G RC E E/RAT F.t2E VA LYE TM iS MI —RAs Rle tb10 7Tp A. 1RLVE STA 12L. 27a RI 16 .s BEM E /RW (ROTATED AS REO9) CROYDON DRIVE 18 RAW E 122 15 1REE ROOT PIOJ.7C STA 128.27. 280 RT (2) 18' as BOOS E/RIkI tbRRwcT2R GAL TDPOR9O' suwarT AMER POLE AS RUM 25 LE MEE ROOT AIMING 75 70 65 60 55 50 45 — a w —J PDE sw 3 COVER IOV 8" ES CO MIl1IE, AM Mist E1mR.c GAME (urn a tr PPE) PROVIDE WM 3' COO 6 .s BRIM E/RauY PRINCE 1/11147 12 i 14(RRGIE SEPORATOR, 1TP 6 45 BEND DI/RIM 16 RBI D 16 97 0175 0/RIM 16 GTE VALVE RAU 1 e _. 5e, SEE ORAWR4G C43 FOR DESIGN OF 16' RAW 40 75 70 65 60 55 50 45 128 +00 129 +00 1REE PRO FIR. M MOTs Fp?. Ali Try UTiJTY PREECE PLANS 1) Pre .71aclm .B be -slponse* to wing to OF tree poled... measures reams by Me ay of Cteawate's Codes. ✓67m:es Inc S!Sdaa peai 10775 Tres M. seclude d Tree Priming ad tree )f�e 075 The requirements are re7,red .fnir: few specified lint of Work.' old .i -. also 'include d o� ehe-s the Cset oc?s arMja his Saantrxl7i s stage, sire or Root etp iornen-. 95Lera11 abr0 and othiia A• bee I7m7n9 and Root Prwtg done .7.747fed vmp Dos crowd. .e be doe by a weir Tree Est spovtva of n t*lesnotiaal Society of Arbaicli•,re (OSA) Certified Arbaist nl Shoal 5o ISSUED FOR B0 130 +00 131 +00 3) Tie contrxta .. tog pmt 717 pr%p7sec -oat p wirg• per the a :roved pkess or on regaie8 by the City d Oear.ota s Codes. Ord: and Standard SpecifrotiT- 4.-o.ed by Me -*7 testa poor lie cvmr7e7csmer2 *2 eny root pruning OW Ii1111////� 'I��pAR V y / flew 6c mat be o pces ad ///11,1 I I I 1 �,` 'D '. / 520' HOR:Z. lU 4) P:1er 10 field :howys taking Mace. 'r..R be the soar _4a's respo•mtAity to re.es the po101O impacts 40 ena479 trees .:AA b* coti*ed 4761007, and 5cwde any and d recommended bee potclar mem>es o As .9.54 to moldy Be appro..d design. Put Project Raaogo mmt %prows any Ganges to to cpp.s04 deign prier to i plser"2Rrw. 01 said cl'9091 SCALE, 1e =5• VE+RT. SIMMS VC aar n. 1r BOW. MAIL . aWNa. +I_ . 15n1 r>E AWE CITY OF CIEARWATER. 720B0DA ENGINEERING DEPARTMENT Too 5. Myrtle Ave. r,...woI_.. 21 3156 WO s Collellr e7.7v�1 ns : . few WATER TREATMENT PLANT NO. 2 — CONTRACT #3: RAW WATER TRANSMISSION MAIN EXPANSION PROJECT S. HERCULES AVENUE PLAN AND PROFILE (STA. 127 +40 TO STA. 131 +40) MO Vs 701 na-17-11 . ,r 1.I1 O S HERCULES AVE _ \� o1 I DRUID .40+00 ROAD 0_ -y_'._ __,____4 =DM X *axons RENEW IF 1680E WNW ROA OR EASEMENT COATIRACTOR TO MONDE ES 1�IIS wb 615 s3E 633 39 2.3 1W1 --- TREE ROOT MANIC -N- WW1 BARRICADE Ub1ORA1868 SMALL tp9ORMR 5I/PPO1O 1W1F E LOW POLE 141 +00 AS REND . . 16" AS TEND 14/ (ROTATED AS REND) 142 +00 CONTRACTOR SAKI TELPORAR8 SUPPORT POWER POLE AS RED2 143+00 STA 142+66. 270' R1 16" 45 ®m O /1441 144 +00 4 T_ 10 LF TREE ROOT PRUNING DRUID ROAD 16" 1MW O CANTERBURY RD di- 145+00 I _ I 6. 45 8410 WRNS O W U sa IJ I6 U RAN IC RAW Di SEE DRAWING CA2 FOR DETAILS 16" 45 BEND 01/002 ' (ROTATED AS RECTO STA 140063.0. 430' RT 16 45 BEAD O/1a0 (ROTATED A5 1002) RA8 68 4S TREE ROOT PWRLIMG E.I ► 1�► 61 SEE DRAWING C42 FOR DESIGN OF 16' RAW STA 143.04. 410' RT 16" 45 BEND WON 120141 WA 145.17 390 R1 6" 45 0068 WSW 0 80 75 70 65 60 55 50 45 SIM us (2) 19 45 BOWS O/Da0 PRONE 16868261 12" WR1Gl: 54PARAWA. 1TP I ! PROVIDE T - PROVIDE MN S'COIER 6" 41 sac RAW ELESTRG DAVE (0841 a OF PPE) 16" 45 BERG O /684 PRCAWE IRtlIRM 12" WR11CV. SEPARATION, TW 140 +00 141 +00 142 +00 } TREE PROTECTION NOTES FOR All OTT UTUTY P1RO.ECT PLANS • 1) She contractor .A_ be response* Tor inheres to at. tree vote:trr. masres impaired by the Gar. of Gemeate's C.ch. Cr22 000 and S nea,2 e3f098ems. This ea il9Wde di Tree Barricades, Root Pitmen and tree Tramming These requirements se required .,18 + toe .ppc3ied tracts o1 ROIC m,d .x doe Mende cif arms where the Contractor and/or his Srtc0aLZtar'6 s =.eye stove n park emanation, 20.1980 . debris 074 wee es 2) Are Teed 1ri mirg 200 Root Nruri+g done aaatiots7 8216 88415 pro(r✓". AL be done by or land. 818 dir91 alpw.iur in or etero01824 Society at Art 's81Lre OSA) Celibate Atheist ISSUED FOR BID 1 -� { 6' 9_`R ee, 16" 45 91380 De /RW 2) 16. 45 BADS O /RNJ 80 75 70 65 60 1\��\iiittl! /j /� oDAR VN �y fi oio 67523_ f/ , = - OdTIA OF 444K • 143 +00 144 +00 145 +00 3) The coetractm //� �WAL r` `-. gip' approved by 1te City t a a'0 80 r '.. pruning hoot niW puns u rwpird Dr Pe G'1 of 7mr.oi s ('.sews. Pk6n�vss end Standard Specifications Tile `rare mws: De inspected and / 1jt I 1 i � STALE 1"=5. VERT� . 4) Prior to fed deayes laving p.m it wi be Pe 225400 oes 0°984 04oi:fy 4o review Lie poterhie inya9fs to meting trees rat his 407 1..ed st E, and Meuse try 92 ea recommended tree mote Lion vreosvres n h:'s PmPosd to me/4y the approved design The 3oyxt Marwae nwst approve any diatom to the =proved deer prior to i pernenlayr of sad Menge. 4; 047 71854e uo°.i7wariW 7:501 EraSsiES. 1,0702 CITY OF C1EARWA ER T.DRIDA ENCINEERTNC DEPARTMENT 100 S. Myrtle A. Clearwater. 91 23759 WON WATER TREATMENT PLANT NO. 2 — CONTRACT #3: RAW WATER TRANSMISSION MAIN EXPANSION PROJECT DRUID ROAD PLAN AND PROFILE (STA 139 +80 TO STA 145 +80) C4 rwa"naN So 700 rte. �wr aoia (81(81311 a4 - <n1 Fe< ro,sf a. MOIL SI.S. 2012024 If 12/07/12 .1PS a.o:102008 OLSOVIC BFF1 1 IMA 047 SIN/o1® CONSSMICItso times No,WZ a. a4u6.. rJE 4 44068 CC D ®E— - t n ore' ' r s._ ► -- I n -y a iR < .N 4 r a a o o u n o u a _ u o.. .. 4' / ° o o rt 1� 46 n �� 3 IY Ci STA 147 +1D• 7l' Kr 5 16'44BF1Dd/IMY o / NR VALVE DRUID ROAD +00 - a7 +DD 47 LF T� su N.a,pe. 7>t R1 _ - ROOT PRUNING 148+00 16' 45 END 6061 W _ _ —_( 750+00 N _ + 1st +O�RUID ROAD I -. - - �) 1w N if TREE st. ,49.G2. 221• RT .. _ _. ROOT l WAD i I ti r — mut P17m..'�`,c _ - - - --- r . -. - =. -- - - __.. -_ - - -- oll aw) ROOT PRUNING �TIN s RAW ... - I I i - - r - - Q1„ a yyf Rw were �� RAP wur RAN Ws �� RAM RAM CANTERBURY RD RAM�� R9' L— -1. of I 1 CC J SA 1464-19. 22.1• FR A I ter'. A5 ®D p /Wtl I A ,st+ba. 225' M ter' GATE VALVE ALP f I H Z l_,' 1 I TEE ROOT PRUNING CC (OW) I I 120571 SU 1 o.: .266 R< z 6o1 2057 ,6' Is ElD WNW I (R7fAT!]) A5 IElyD) an ton I 1 I I 80 iI k. I el 1 Vi u• CTIr6NUnN Abe v. 3 . _ HO 75 75 EnSIMIG GRADE (WER CC Rr POE) ri 1 i 70 - - :- J - --- — — -� — r PRANCE .M 5 LOVER : 1 _1 J PROIUE COtTR - <" . I i /-E -6s.2 70 i imI 65 Illir lc 1pM p le GTE VALVE RIG 65 - 1 i� �- 16' a EJOS p /bY (2) l6 LS BENDS p /RW PRIAM IM UR 16' SEPARATOR AP 60 (2) f6' .S ENDS WAG i 60 55 55 ! \�\\VI I I II/// �/ //� __ - -- >�'�,`1�AR N • /1//// 5 50 r — - j 3 T �} 45 1 �®`• OF 146 +00 147 +00 148 +00 149 +00 150 +00 151+00 i /��S- =�� oR i D?'�{f ,' .4 40 _20- HORiZ. •.T. " +d= r : _ FOR il _ i P "4-4-4-4-. /��QN A L L $ 1'1 \-vk ` \, t) The c.ntroctoe 4-i be respWSLe to odraiAg to a tree protection measures rap -vx by the Coy o' Oeorater•s Coda 46nances and Standard r- 4N'tcift a:io s This 4-i :Mode r! Tree Bari:ades, Root 3) The mntrada A log a pmt al proposed roar' p,oe og, pa the tOprooed pions a as reacted by the Cry at Oeo.aa's Co der, D6fafca cod Standard SpedfA:dans these Gas must he inspected owl f Jl �/• JIM �,� P•urvng and Tree henna ^. These rettaatets ore requite alio Me spetifed limits of Wok,' aw! .1 abr ir.�.de a wets .nae the Contractor and /a his Sbrmtr¢ter s stage. store w pork (pproad by the City inspector prior the calmacemst d ony mat prang euopmeni, r aterds, debris ow .criks SCALE 1 " =5' Y52(t_ ath he o.d include a remr-onafded bee 4) Prior to gad changes taking place it a be the controctoi s respaatity to raja the poteldo 6464cts to casting trees certified nrbaaL any ofd prnteetin L- tree Part g and Root Pruning dor. ossaaoeted with this plejmt a be dare by a undts fo erect s:gooe %ilk. of cm latam:and Society 01 AAbaiaAt2ae (SSA) ratified A.baiC measures in he papaw to modify (he approved design . The Project Stringer onus: opprn.e any drown to the tRp'ma deal' prior to ng.anada.a: a sae Mange- I Roe r.. . c.—, Ian, a-1170 roc its? 2s%• -� [SS(TD FOR RID CM OP CLEACWATER. FLORMA �-� ENGINEERING DEPARTMENT �+Rtt.1 100 5 ` 9F►t " torn riallam.r �•�eae VW.. atw c a WATER TREATMENT PLANT NO. 2 — CONTRACT fig; RAW WATER TRANSMISSION MAIN EXPANSION PROJECT DRUID ROAD PLAN AND PROFILE (LTA 145 +80 TO STA 151+80) °"` C44 "_`�` ' '°' ea ...Ttea se SUM n. 2012024 72/07/12 IRS NIFIC4. 01, . ,..l�o0 �... =mow a, (A D.e ...Pa e�6 OTT MO @CM...O .PL.AIDb SAW REVISION .,� _ a - ago.. aa.r.oYA n ,� 5. 02006 PIPELIN )52 +00 RAW W00DLEY RD — _ —T - -- 153 +00 SEA 153+20. 21.0' ITT 16 44 BERG 01/06&15 DRUID ROAD 154 +00 -+- -- -� RAM RAW 444■1461j1� STA 153+26. 26r RT 16 45' BEND (0/040 RAW I x 1 55. a.RAY SERER PSREOLIEE wEROL. � SWEEFICANOW 33 39 23 INC 16'.ELUMF_OUS DETAILS --- 101E ROOT FRUIVIG —0- 101E BARIaADE 155 +00 STA 154 +95. 293' R1 16• GATE VALVE 156 +00 157 +00 DRUID ROAD 51A 156+21, 16.0' RI n� 16' 45' BELO Di /14115 RAW RAW iZ 2110+ 21161 5550 156+04. 31.9' Rr 16' 45' BEND (0 /FY3 2126 2134 0 80 75 70 65 60 55 50 45 wit OWING DRIVE (DOER Q 6 PIPE) t: /6• RAW (0 (2) 16' 44 BENDS 01 /06, [01180641011 AR V b' S R' SS [_.?2'( : ,j 1_'2.16 �y - - -s` x0x PRd81E 1 /-COVER I 16• GATE VALVE RUJ 16' 45' BEND (0 /R1t1 16' 44 BEND (0/061 80 75 70 65 PROMOTE 40645 16• PROVIDE 149119041 5B• VERCA. I SEPARATION 1VP I VERTICAL SEPAIENIC i TYF 152 +00 153 +00 154 +00 155 +00 1REE PROIECU0t4 NOTES FR A2 (215 Ufnt1Y PROJECT poarS 1) The cnrirr>:1a NE be respons2de la odlaig in s>d tree 070te0100 me x07 ma et by _ Cay of deom!o's Codes. d any and Standard Spec tr..otia¢ (txs of include of Tree Barricades, Root Pcaning and Tree Trimming. Thome seguia5alts'ae *asked rind the ,.died -Limas 0,. Wok' one aR also ia,n;de om areas wham the Contractor ad /ar his Subcontractors siege. store or pal enrpment. memos, debris and ishOdea 2) AF Tree Trisen.sg and Root Pruning done associated with ass project of be done by or undo the direct of co tote/national Society of 11rporiad5 e (SA) Cert+f d A1b«6t 156 +00 157 +00 3) The contractor ail Rog a Pant as proomshd root ponied, pa the approval pans ar ors rethreed by the Gty of Olereoster's Cod., O.dimces and Standard Specitc *bons. These Boss most be roxled ap^r, oved by the City 0200111 prior the . ,a.ncomleat o1 way root prumilg. 4) Fria to Todd cilooge5 of ..g pia:e. i4 WA Le the contractor respon bl5ty 1c rase0 the Wordier imposts to existing trees with h's cert?txd orb0rct_ cod 1030110 any and 10 rrcmm8Mec tree pretcceof measures 55 h6 prepay to rmo0ly the awr0xl deign Tar Project Manager rust °ppror_ any changes to the approved design ark, to ONO. ..tattoo of said stooge. 049 mar R. waay t0 rim. :. paws, 1ao teal WV- 37+1 rs as) 265 -+sa+ hir ISSUED FOR BID NOM. We ADILINEC 00700060 077 33723 lwef- R£Vl5t OA CITY OP CITiARTA1EW. PIORIDA ENGINEERING DEPARTMENT 500 a EEyetic Ale. Clearwater. F1 33756 60. MP, 004.004 A m SAW A co®.6 ® WATER TREATMENT PLANT NO. 2 - CONTRACT #3: RAW WATER TRANSMISSION MAIN EXPANSION PROJECT DRUID ROAD PLAN AND PROFILE (STA 151 +80 TO STA. 157 +80) MOW C45 �..e1.a_ 2012324 m 6102006 ®12 /07/12 13411 395 a®4a 314 040 an awlm .rite 6 as.n. es. Asa 0 ATER \12009754 RO 0 ti ea 1 CON1RACTOR TO PREMIX PC CLEA11013 Re GILL I , 8t - -- .,NEE SEANCE LATE1611. SEE SPECIFIC/MI 33 39 23 MD 16CELLO EO5 011 15 TREE ROOT PRUNING tNRalo+nE I 1 1„:„... i _ :.. �� _� ._ _. _ • r - s , , Q-"---- r -_ - _ _ _- . ___ _ _ _ _ _ .....,_ Z W 1 I e ( i SU 1 @ +6T. 165' 19 Ri 3 J 158 +00 155 +00 160 +00 161 +00 162 +00 DRUID ROAD 163 +00 QRUID R �_4_ T --- } o •i 4 --- i 16* kw O STA 1 62+61, Cl/ RT ' —RIN _ RAN — RAN RAN Rw , RAW ■ R. Rho RN R FM R RAN WW ". RV RAw WV RA WN RAN IW lio NMf Rom I COMEWPRON Ali l 1 10 Li 11EE ROOF PRUNNG TIES BARROW] b IF NEE COMRIACTOR SWV1 TEMPORARY (T00) ROOT PA11rNC SUPPORT PONERPOIE AS RE03 CONTRACTOR SRNI1 1DPORARI' C CR 3.1 1319 R' 1 C1._ SJPP0ITF POKRPO E AS RE00 _ ___ SUPPORT POMEFPOlE AS RUM 2x31 2142 2150 I % . 2061 -_ 2158 2166 ` - __ 2171 2178 1 80 80 75 DOSING GRADE (OVER Cl. OF PPE) 3 C0B6wTOR AR VANE — — — — — — — — — — — — — — — — — — — — — — _ — — — — — — — — 75 _ _ PROVIDE TY CO,ER —. —, 1E-7E11 Q i _ l I t� 70 1 70 65 \-16" RAN O (.Ik (2) t6' 15 NEWS 4581) \ 16" RAW O (2) 16 15 FOOS O/WEJ 65 .9' _ 60 A4R11CK SO4N6Op11, 119 ... FOR3 ! 60 A‘ \11�1ll1///1 '11c 50 ..... F•a -- J. /' 3 5d < 45 ° -_'�A` i J *- S/ d 158 +00 159 +00 160 +00 161 +00 162 +00 163+00 �j/ k, .••.PRIDA_,- ` +` .%`• Iva L NEE P•31EC11314 MOTES =oR o1J_Q11 1)Pf Oy_aar ru_v, (5 `'t O' HORiZ. ilfil ll bi 5. E. 1) Fr: N rots n e be fex„, (he ;ar �ri� s re tree P v4the he s es rdRied b, f S City of PM ai !ei s Codes, O iens e and the Standard :yei cod/or rs This 9i �tlVde of 7, Be it ptsk Root 3) The ned by C Y l u Ps. at proposed ca rot PAR' Pr le 0 1p itnis PIS a a mewed sy the ay al tiearNNtn z Codes. Oraro s and S[aduU s dims 1/�e tines most M e �e4E oM Pr.,a1Vy and free es, debris 1hfse ides, s are 'mires r hn the g 001 ed (i '.0 of Sorb; me v# a% i Ae veos obese Me Cmtrxto mdlo ns SMcsb tto s loge Hare u pvh Op a� Gy 1 e y Y�xio prior t e m e a ed d Cry rxR p m+ y $J:E- 1- =5' VERT. eWgne,I. ,� de6re and 581.10 r Qafges to tree his toed and old d rewmfefded tree proisioi 1) me to fdd alto notht r A be the design zs respmrWey to rase. the pd 05 ivyo=ss Pith of said cho I reiy 2) AR free Tr'ry'^9 sea Root Pruritic done associated .;d, this project A be done M' a Older the first sttr� a M: nt>rfa!ud SPCiN.y of Alluiaehre (t5A) find hGOrat memres i, he R.ntd to rrodty the approve( design The Aofci Yu p muA :swam m7 olwgce to the mPwsd daay! Pror 4. °"P°"°ffoC'm d said riWr¢ i 1m N,y� a .�,I. 150 585 pies 00000) 1 V..a sem 00 1:. im 01, r ,,,, ISSUED -OR Bto „ CRT OF CIBAP.NATF$ F1EMSDA .I e �,� e,cor�m+c DEPARTMENT r� - f .°'` s ' 7 TOO �� iep s Myrtle -, Fl At ' �'; cle.1�1�, n X169 '° 5 = _..;v� a m®. of WATER TREATMENT PLANT NO. 2 — CONTRACT #3: RAW WATER TRANSMISSION MAIN EXPANSION PROJECT DRUID ROAD PLAN AND PROFILE (STA 157+90 TO STA 163+ 80) :..e 'Mil m >,a C46 .1 �„� i� r 201 ` I 12/O7/li ' •� es a IR 4102006 mom ST I� 11LS !):10 ~R ” " car Ed. MLR ..[ 1 Mr. ER REV1s1oM I N, MME _�_ I 4 < c) ,--, 1 CI ir - o = Lc) si - Lj LENEtll 1 ' I 35.riCa"..CT.NARr•-27/4110'o P'74* "r CLUNCUICETALSSEE SPEMCFCM.C." "U'leSCENAfg" --- IKE ROOt PRUND4 051 1 I-- / 1 j .) (-) / ‘,- 1 I S : / 1 -J ..-". . L.L1 - . _____ ,.....-" C3 , -o- TREE BlcoDg v. •. . f.,•-- ‘• ,, , - ... • ••:' , \.,,, s . . \ I l ____----- _ .- __-- .., ., ‘ . ‘ \ .,1. \ ' - - . .. ', \ r Pz t t sEi IP--• . t er ff. 1. ----; . E_____._ _I i _. _ ' r_i.7 4. 1 _______---- - - - ----....... 'i•-.4 - - . ••0• 'id• : n 1 A 1 ---- ---7-7-g- 7 ---:----_-_,_ 7= ..-------- ut in l hi he an us S I .. --••-''''.----169 ''. 164Y-00 165+W 166+30 • 167+00 168+00 ...-------- + 'Yr , , I____ t__. _ , _____i_____ i_____ - - ___ - ___,-___ i _i_ _____i__ _-. _ _ DRUID ROAD --1 (. i •'' • - . _ Ms RAW RS HOPE I_ 1. ' 716• DRUID ROAD STA 172., 311r R1 161 RAW FMK -,\ " GATE VALVE Rat •■ RearL■wimweeve RON TON INN RAS __ _ Rmi RAW Me RAP v.... RAW RAW RAM RAW Real _. ,. .. _ RAN RAW ■ _ ___ .. . RAW PINELLAS MONTY Fi/IS CONSERV:MON ' 1 The existing '-ay pavement manral. Z. NI proposed week must campy 3. Ali rignt-ot-woy instatations 4 At design and construe-Jon and rho-Arnhem testing frequency 5 Sign and bonModes shal Departme•t TianwporteCioes n .'''• - ------ • • - STA 16326, ilia' RT -,"--- „ I 16" GATE VALVE RIO „„...,..X" _____-- ';?' ....' S t- • \ - - - - - i . .. • / i it . ,„., , , -4 o WO 1 ' . ,... t /i4-1 i ' • - ; , . /..- - . • -----,11 \ i I I i v'' COWS. 221(1 Pa ViLVE ' 506 LF le' tC.PE 1 i 1 , APPROXIMATE_ LINOS OE MECUM. OWL . / I I -';'; I 1 ' 1 t 1 • ' I 1 `_- I : I 11 ' I _. 1 Ai 1 NOTES & Instolenions involving concrete and osphalt eineeerey. in good COnd ition. most be accomplished is not M be open an or distu-bec. Ali unity cfcssfl5 shot be by directionat MN per EnT atilifies accornmatior. olNnied. 9. Compaction for Poe lOkfil. snob convey ionli MSHTO T-99 000%). wen the MOT -roodwoy plans preparation rimmed" (i.e. ppm). it) Disturbed wee within the right-of-way wit b corroocted to 100% of noorrom density and will be in occonfonce wig, moot-ices refemnced n the Stole 0 Fionilo titinties Abbonunoiso-Jore aeon._ "1 do not oistrrb exatim, underdmin or storm systems if fa/rot:on bed is desturbed . contact the must conform to the rrin.munn stonciands set dawn in Pinetes County and oeyeMornent, ronirg ancy'm related aMnonces Deportment crt 464-MM for assistance requirmtents. i1 Reston:im of curb. street., drivewayS and akicement at sad Noe be ccer.peted prior to emovotion Os in accordance with tne _LS. Department of lanspodations *Maw. of Unifotrn Traffic Control Devices" and the Flo-aa '3 No sLockpOing of materio1 in mooma or or SW:lewd, at dirt and mans will be removed from -Roodeby rid Traffic Design Stonclards" horses 600 throrgh 670 (latest editions) cs pan of daily cleori-ro, - - , . by Jock and Sore or Rushee). No jetting wAi tie replacement esocaaite• Cate. etc. 16. UtiSty sotorations and bore at emovotions sna•• not occur *eh, 5 feet of the edge o' moor:ere oiong om Pineal Ca...nty moominee toodwor 17. SMowdli orb romps crstu-beiS by MO corestrietion shah be maimed per FOOT no xtgoe, sodoed. I& T. perrnittee s attention is Or ected to the OrOvisVons of tne t-er. safety ref t• soricr. S'ctAtes. Section 553.60 et sec.; and te Occupotionol iweo inspector with the Pinellas County Highway Safe,- and Health Administration Excavation Seedy Store:eras (29 CPR Section 1P.2.5. 650. Sumo, o) Imion snot: opat to consbucton. opera- on on maintenance pu-suont to this permit starting in mother area by same contractor_ "9 Type of St used to restore con-maintained men in rognt-of -way shah be camcknome Mtn owner lob see dog, roods and Peewee, to be swept dor. 20 No street snot be closed without the written permission of the Patios County Traffic DmloOrt. at /east 48 hour advarce coordination as require. 21 Tn restoration of pavement open cuts Sh.ah Oe el OCCOMOCe 0Th Minden ,■291 LIM dim the howable fit option (see Oetal on plans), limits t be 25 feet La eadt side of the astumed amo tor o full One width for Of rmnimier 6 Safe pertorriar. Traffic is to be norrioned at ak times_ :4 My Porton of the roadway that rasters etc constrtiction reloteci damagn . in the ol•Mon d Pne,,os ZOoMY KghemY EmPmtment. dm" O• 22 The roadway pavement shoe be milted end mo_rrfaceid CO lone impocted 7- Any sademo& which becomes undermined mist be rernowed and replaced. Sideworo ore to be reconstructed within tree (3) days after remora. Who. repaired at controcto- expense in a mown, seer:tried by Pineelas Count, •figheroy Deportment , exerting Sklewailt n removed d is to be removed to the nearest joint i5. Prior to commencement of wort end/or prior to OM of resets:x:4On, cord:note tnrough a -Inite-brohg, with PineMs County Manse,' Deportment 23. Lone clash oi shoe not moo during the peok our per., of 700 on tc 9,.W on one 4:-.00 on . to 700 pm representative to ensure mirtuse agreement moon:trig such matters as erten. of roadway to be forbid after patching, the extent of Mono, il , . , . . , g..r_i • 1 • 80 80 7 7 ■ , .J1 : • ' Desmc ouce. (DKR a. OF 17)1 . 3 el' ' CONEOIATICIA NR VALVE\ i i , .• 1 75 75 I : ,_ • \ 4 • . , - -- •-st ____________ , ___ --- -- - .1___ __ ___ - .__ --- , __- ______ ,- - i ta 16- MOPE Di.LTE. ■ f F" n ID ki.21,N73t2.) i i E." ts ,....i 70 70 147----'7 FR. ) ..- i . _..,- arle....,a, 7, wu / • --.6f 5 ! • . , I 4 I . • Tv"' . 6.- GATP WASS ASL1 16" ROSH-OPE .•' : ' , . . .. . • ,. f , 16- GATE VALVE RIAI 65 65 . , , . . --1-- . 1 PROVIDE MOM . • ' VERTCA. SEPARJOION 1 . V-0" : , • i . k- ir RIO HOPE , i PROMIE lelleseat 18* i . . I ' WAX-et SEPARATION TYP 60 60 7 .................................... I 1 • 7 . • • ill lill 1 . . , . . ' 55 • , _ i s.'• i>k‘ • . , ..Z. 0 . - - :,,,,i c e --,,,A 4, --,. . . ,. I ......... 417 , icto• .c) -..:.*. • • . . . . ••••■ s 40 ..''' 7 7 , . 7 • . . 50 45 • • . __. .. < _. I . , ; • . -- -0 • - . , ..... .... ;• , : . • 1 . , • • I --. * , , , ..... ...- %., L! isrArE .... 1 , 01- L'ff 164+ 00 165+00 166+00 167+00 168+00 169+00 .-7-- , • 4. ..., --- ti.t '. x• ,. 1,4, :::- 1,-... d's s. 1 0 r -2 hr.. 40. ier d'I -....RI iftLERDItc.104 NoTi3 ,t), Au. oir CBUTY PI2C-ECT PLANS ' / Y• i- ••• C)NA 1) The be be to bee moo:ryes rii,eirec by Me f..111, ot °navel:Lois C.br1., Coasertes and Stmocrd SpecrTgarion. Tri se neihdt all Tree Elarricodes R001. 31 The controctor .11 Ong u- pert or preeureee root pruning,. he- the 31,prOved piGnS or on requited by tre Cite of Decrwatsis Codes, OrcEncr eot. and Storigsd SpeeLeatione. TnY,e (Oro "hot be insexecterl and e, L C...1,00be w6 reSOOnsbe adnering s• orotecton Pruning ohs Tree Treheirig. Tnese l'Ivennent5 are ,fed eMni, the S•COted lin1,15 0' 'MO,. ‘nd et& ciso ridurle al cone vinare the Co•ntracts cret/ar hit t,-,r antra:fa" s stage sloe or Park approved by Pe r1r, inr,...,inr prior the corrrnencernerit el or y mot runile. //ill/ lin -5" VERT tree -nr.ii, eapeorricht, motes-Os debeis triti whiclm. 4.; Fria, to fed crar-go. ,o,,ie.: the ee. it e41 be the r ontnatreit resporaht ry to melee Me basttia Poos, to extting trees Nth his cshifiW alto's!, ond inOtoP cry one! or aMbrerAm,bee p. 21 At: Tree Trimming and Roo, .runing Ome amrio-ed eitt. 'ris par, el be doe by cr node, he se,i sup,,,,,,k, of „,... ,a,routa-,1 soc„,., or Arbor/chi:ere (60.1 ',lace. leoerN1 Tn...00 i r h. Crapes& to neatly the roper, design The Proiect Manager ire-s1 approve ony changes to the approved design price to eve-yenta...Pr of said Hoarse 16•1•Ad. Pona. Sis 7a2 1 MS FF. two ...erten Conovw ...... ,..... C.. 3.110, cn. 63/31 MIE-171, - ,...S. 18.D FOR BID - ; ,r, ASK CM OF cLEARrATER Flamm •v-,-"-C.. 'al .. ENGINEERING DEPAIrMENT • 100 4 Myrtle Ave. Cieeirwater. Fl 53756 eft tes. en ,ME • CRP?. ...CU CS. R B.f.. MO 0112.2 -- -1.7 1 76bRee- esorf WATER TREATMENT PLANT NO. 2 - CONTRACT -,,a r - RAW WATER TRANSMISSION MAIN EXPANSION PROJECT DRUID ROAD PLAN AND PROFILE (STA. 163+80 TO STA. 169+80) tn. ea C47 serent in i,_ut. I ter 20121724 a /07/12 PS ! 444444z. i.e., SOM. ay. 1112006 13171 f nersdez ef re, ea- 051 Am sewer gm I I tie Macre .10u, . 0 WI-ft , f 3S,P roo. REVISION 1 en 1 0.0 1 1 1 1 1 eft 1 0 1 °! LU 71 ( \ a L W � X X; �'' i- \ + t, - flI :r- i 4 It h I2 D 2 5 c DRUID ROAD W Z - — 170 +00 171:00 - 172 +00 "' - +00 174 +00 '175 +00 ° _�— -4 TREE BARRIO DRUID ROAD 10 LT TREE le RAW a ROO ty TREE ROOT P@WIIG - - wA e_ ,,. RV r law _.. - Me ruw Wm RAT - -�� Rea �� RAW • �� RAM �.�. RAw - .ttc- -- ��. P.11r RAw RAw g111r RAa Taw RAP RAW 122261 - 13 ?231 ;�' Z i— `�� _ 1/312112 111`22191 122421,----"" 1 i' PTO LATERAL SPfCWiGt,fd l 2 l 1 1 33 39 23 YO a6CELINEOUS OE1MS - TREE ROOT PRUNSIG —w.. TREE 81PRCADE • 80 ■ I 1 1 80 75 I , r r 016I114G GRADE cam cL OF PPE) i 1 75 70 -- .. -_ -� c061BI UTe1Il AR WiLeS 3 ! 1 ■ 70 Pat DE Iwo T COVER 0 -� _ 65 ! 60 16• RAW a 16- SW 01 60 55 ��\\,, i R'y /ii/// I 45 1 —73 ` VIT ATE 5 170 +00 171+00 172 +00 173 +00 174 +00 175 +00 r�.RT`• O,- ` /� `t .ts 0 40' i ��'S'-ORID TIRE PROTECTION MOMS FOR Aa CM tiTLITy PRo,EZT awes _ . _ _ -; NOR' 5� A. 1Q 1) s trot: e: be respors"ole for aBraig to 09 tree motesten rneasares leak«! by toe My of 3e¢wo:so Codes, Ordnaee ood Ste SZ6 Spedf This orb Pau. oN Tex BarkoEex. Root 3) 1be an09cta Pi Log at d Toot to approved am required by the �y of �¢.o18:0 Codes. Or4rm:0 and Stardced SysIico{ms. Taws Mes most be syssto o d / / / v4I poet P'0000ee pruning, Pd pins a /�r Pamg Rod Poe I orni'g. Txse •e�nraoasots ale reeved nthi. fro specified limits of Mono' and .i BSc rocky_ d seas ,dare the Contractor andja his SA�:ro0n's stage, stares pat approx. by the 7'y 'Paperboy pv Me canoteacement of any root grains / e?,pment. mo _. da,s cod es �l it I 1 i 4 t1 • , s5. VERT. 4; Pro. to odd cr ayes m►:,g Macs, .s be too asiy to are .rpoctO to Ming rtes .gym Ws tax armor., and nude any end a rera+r ender tree conero;ta's reap. potential nee:teT.tE„ ream must RI ii Am a.e iynn.ag ono boot P1uu+g amt assoc . min m5 project erg be dace by o under the beet. s,gr.aai of m arimaat;aa Society d Arbarinahse OSA1 Cabled /rborst ...lees fa ha PaPasal to modify the appro... design. The Protect Meager m;.st gpo.e my U.argrs to the OR...d d6q Pry to "1.4 eatatan W said 01mge t NW Val 1. � C.,•+ r.... . 505-170 �- F. (831 ref -YL' 00 15St D FOR 13113 .r-�r,, r CM OP MARVA7'f7[ P1D®A v ENEI DEPARTMENT : : *00 10D„s,,�`y`t'�° a, ee a'nOOi WATER TREATMENT PLANT NO. 2 — CONTRACT #3: RAW WATER TRANSMISSION MAIN EXPANSION PROJECT DRUID ROAD PLAN AND PROFILE (STA. 169 +80 TO STA 175 +80) tint m,� C48 m� a,1 Pn-. vrr car ! "..."21712324 ..4 '��°7712 a� °° ... e Q `TOZme `� PesvB o M- ae� iAtn o5z ,,tee P.Pep '" e'er � a Wow mdaM v vaerfwvh 00 Bnai ®. 10050 5 01005 05 . / 300 male a ae.� C a.a .r / m,s 0 U Z ' 0111' 01 - 176 +00 D DRUID ROAD r RAM 57 if TREE ROOT PRl06NG 178 +D0 20 if TREE ROOT PRUNRC 179 +00 16' RAW Es 180 +00 I I_ w 1- (n LA/ SEREgt M CONTRACTOR 10 FROMM PC MEMOIR FOR SANIARY SEVER SERNCE LATERAL SEE SPEff Oe rAT 33 39 23 NO 16CEUAEOI6 DETAILS ___ TREE ROM PRUNING DRUID ROAD 1131 +00 _ 0+0 181464 37.0' RT • 16' GATE VALVE RIM V RAW RPM STA 176+70, 41.1' (2) 16- 66' BITES 0/ RAW ROW RAi (22741 STA 176414 390' RT (2) t6' 45" _a • tk /f6R P :Naim COUNTY R/W CONSTRUCTION NU l ID e The seoeg roadway pavement is , to be open cut or d.ste. -bet At!. a :ii, +.y cross:, shot: be by directors/ drip per FOOT unities oCwmnlada!ian Alt ro. 2 Ali proposed rock must i comply we with the FOOT nee with Frans es referee d in the (Sec Fprf$. 3 P! si of d installations will conform to th 381 proetans rds set d an the State d .only d des Apment. donngs nd/el . 4. Nl dminimumd gfrequency must quire to the msum,em standards set down in Pinellas Count' land dekebpmen4 zoning and /or retorted ordinances, dig minimum testing 11. in r 000 -done. 5. Den old et f Tea aid: be accordance with the U.S. Department of Transportation's 600 gh 670 F Uniform Traffic Control Devices' and the Florida Department of Ttn,t is to b 'mainrtai and Traffic ti Oevgn S:arldortlz' Indexer. 60D through 670 (latest editions) 6 Sole sidewalk wt dl be o: to eo be maintained at op teases. 7. Any sidewalk oUi recover undet be misted to the and rooinced. Sidewalks ore tax reconstructed rrtnn three (3) days after removal. When Sting sidero9e E removed, it I to be removed to the nearest pins. 70 65 60 55 1 E 9 10 12 13 14 15. 16 if TREE K ,g ROOT 00101 AR VALVE IS if TREE ROOT PIOM0 15 tf TREE 1001 installations invalv,ng concrete 0011 as0010h, driveway, in geed coma tion, must be accomplished by Jerk and 9cre Or osnng_ Na jetting wet: to bend Compaction o for pipe bock fill snob comply will elm MSHaO T -99 (1005). donot ors mists the wdm be compacted to 100% of maximum derslt 000 sodded. do of ent at ewe -89 u for sloe's systems A fdbaban bed is disturbed contact fie nr0a inspector with the PeseiCt County I115000y Department at 4 -IbId for driveways once. Restoration of curb, sleet, drwreroys and placement of sod shall de be ris .0 De peka rcav01100 starting in 00.Ctmr area by same conLxtar- 1ec stotkyftng of material. .oedwen 0r on sidewalk: 00 diirt aM debris rdi be removed from job site dole rends and sitleosSo to be swept doily es dolly clean-up. r Any part ed or of the or expense teat sustains excessive specified coesls0rion related damage. the opinion', or Pinellas County l6gh..7 DePartnlent, shalt be repaired of lmntroct e a penwe en manner spe Yiea o Pinellas ion, c rdinatey in ertt Pep' to ntxof ark are /or prior to start t restoration, coordinate through a woe- t?lrough wit01 PInen .. Count nt ofd Depa.'unent representative to ensure mutual agreement reoardna such matters as estent 00 roadway to be needed offer patching.. Ire evtent et driveway 10 Lf 7661 \.15 is TREE e5 IS TREE COSRINATSON (t00[ MUMS PRuNIC ROOT PRUWRC 1r�io1 NR VALVE replacement - especially concrete, etc. 16. 1150ty installations and bone pit ovotsrs tell not occur within 5 feet f the edge of pavement along any Pine00s County maintoined roadway. 17 Sidewalk ewalk curb romps disturbed by t construction shall be reptoced per FOOT Roder 1304. ;E The permtteeS attention x directed to the provisions of the trench safety net (Relate Stotutes, Section 553.60 e- sec.) are he Octupptonol Satety and heath Administration Excavation Solely Standards (29 CFR Section 1936.650, Subpart b) which shot: apply to construction. operation one riusintenance pursuont to this permit 19. Type of sod used to store - nwintoned area in right-of -way stet be :knotted with 20. No street sick be closed without the rrittee permission of the Pinellas County Traffic Division, at bast 48 hour od anal coordination is regareO. 21. The restoration of ment open � sled be in accordance with PC ads /12_1 util :ling the fbrnde NI option (see 00100 or plans) 22 The road y pavement shall be lied and resurfaced omits to be nonienum 25 tee to on 540 04 the disturbed awn for a full lone width for each lore tropic-tad. 23. tone closures sh05 net occur during the peak hour periods of 7:00 am. to 9:00 am and 4,00 pen to 7:00 pm.. IXRONATOti AN VALVE- 50 45 40 Cdk6MdltOO AR 0411 PRIME Was 3' tenon 17151110 666or (OVER Ct LIF P060 j 6 h 9' 55 16' RAW 01 (2) tie On 8005 Ell/RD PREMIX 1114414611 METRICAL SEPARM"CN, TYe PRUNER INt 3J CO/ER (2) 16' 45 ROCS Oi /RW 1 I IC RAW 01 35 176+00 177 +00 178 +00 179 +00 Tt0E PROTECTOR NOTES 0(06 ALL 715 01015 NNT.e.EC1 PLANS 1) be cre:rocte .t be respoebte Re otteering to Re tree proteetin. stases eaqueed by the City 01 (Seawoieis Codes, Ordinances ore Standard Spetirvten This .W dude 00 Net Renvodes. Root Inrey seed Teen Trrenseg Thew rxgoeee ntl ore royrG .=the, the sp teed Ln;In of Wok ono. la dso nfirte 06 areas whoee the Ccr.ro: a end /or his Subcontractors sage stare o• pork equipment nateaas d0bris ar4 ed:rile5. 2) Al Tree lamming and Roe( Pruning dine associate. Cab MO project fit be dine by a wade the Red supervision of on Inlonotiortt So1ety of ArboialfSre (GA) Cer(ired Artless: ® I A IC CATE VALVE 00 70 65 60 55 50 ,��‘pAR V. H � \\\ `�\\\t1111/ 4; *7- 180 +00 181+00 , 1, 0, _OR 1DA � e f These � t be '11560=100 0+a /i /1flNAL ei .P7��' , ��R7 I 3) 'he 0nW:t0 .Y bog a pool e! Deceased -cot pr i g. per Rro appeared pees ar at reared by Pro City . ^f r natb s CAS, Darrec._es and Sto edwd Spoileert aril �wldd by the [7,E o ykes (eke the �meare-, t i any roe pr,,;e; 4) Prat Co. hdd r.`•ango luvrg .sae. ..A to the contractor's tep:r -stay to :see �re paten5a 0+00+10 to exsir'.g trees with bee csttl d obo"st and Maude try and d r000leneaded tree ante.t'e r- raoslres i, be eeoptna to madly the a64xoee d desgn Toe Prot t Manager must gslpme my Changes to the opprOVed Nsip• p for to npkrenla`ior a1 sad t'hoge. 1550E13 FOR 931 �, R1ewn. IfFerefe Of REVISION I n pea CITY OF CLEARWATER. 61(RID6 EIjGINEERING DEPARI•MP,RT tOO S. Myrtle Awe Clearwater, R 83756 y Rem saw we WATER TREATMENT PLANT NO 2 - CONTRACT #3: RAW WATER TRANSMISSION MAIN EXPANSION PROJECT DRUID ROAD PLAN AND PROFILE (STA 175 +80 TO STA 181i -80) Ss wee 1111!11tkliSEAL_ 1 zT Vat rte OrVrl.d zR . Tame r fax (8131 28,171, rm■ff- WY: ree.asen C49 2012024 ins sea tryouts eh 01.16. use 12107//2 IPS 1 102006 L 8,11 053 WY OK.. kO.r b wood. m8 a 3T.>. W& 1 or or z or 0 2 11.10a CONTRACTOR TO PIRMIX PC CLEAROUr FOR I I * SAIMARV SEWER SERVICE LAMM_ Si SPEOFICATON 33 36 23 AND USCD_LANCOUS OETAILS --- MEE WOOT PRUNING „. _ \. I- ---o- \ CI hi, vi''' yff il e••-. 1-- e-) •-.- / (n • SR 186434.0, 263 INT I- ir 16" 93 BEND RAW (03TATED uro w .% x ry- w 113 43 LEND 01/RSN vi!' I 1 f-- ., -- -- -- ---=I . I •,' , cr) ,' - 0 --- CD CORIOUSIN 16" SIJO 01 . ___.---.<. ,‘,.. AM VALVE I Z 13 __L..L___-----' ..*II CU re- 6) I • RIA9 .., .1 Z; <9 z 18' • RAW HOPE r r PM s t . I . , . . , 'NI% . ' *.• ' . ' Raw .99■Z:Vao . PT RWI . I (.5 ild l, to 3 rat En io z x 'rx• f ' - - 1 182+00 183+00 184+00 185+00 186+ 00 [ . --i----- - -f-- 187+00 -I I I I-- - --I--. -i-- . f- _i_____ _._4___ i - .i_____ ...,. ' ' • . - ' ' CONIRACTOR SHALL TOARIRARY - - - - , SUPPORT PCOERPOLE AS REDID • . . , . . ' DRUID ROAD STA 184+95. 260 RI 16" RAW . .. . 16" RAW 0 16" 45 BEND 130WAI , A . . , u + -I-- -f-- -I-- - --1 DRUID ROAD to 2 Li F. • 'I., • 1 I F , ,,, . r rril: i ' tk- r -II-----"Is , . . _ RAW •e/•- i ' ----4' '- Me RAW RAW RAD WO wimisermwo RAN RAW RPM WM • . • • . 1, . . . 0 . . . .. _ . . .- 1 • ..,- STA 184+30. 36.3 RT STA 185+05. 36.6' COIWINOICH iligh y .. , ri6" 45" SOW 0/00 t i \•:;•.... DI/Raf MR VALVE rEE/ .., ..„.. --I ___::-...„_. _____ __ - 185+37, 363 RT - -•_,---r---- I - 0 1.1-1 (2) 16" 2213 BENDS 81/RIAJ PINELLAS COUNTY R/W CONSTFRIC.T. 1. The misting roordway pavement monooi. 2 AP proposed work out compir 3. N r ight - of. - woy instollotions 4 AL design ond comtruction ond minimum testing frequency 5 Sign acrd barricades Noll Crepartromt of Transportotiorie 6. Safe pedestrian traffic is to 7. My sidewalk Mach becomes cresting sidewalk is removed I- sr: 1.845.440... 26./....3 RT a ROOT PROMO 0 L I La 1 .I 14 a TREE Z jr V) ry.' Cs1 j__ . ION - . 8. Vistottabans involving concrete and asphalt driveway, in good condition, rnuO be accomplished by Jock and Sore or pushing. is not to be open curt Or &curbed. NI utility crossings shot oe by direct-renal drill pit FDOT Miriam accommodation altered 9. Compaction for pipe boOdill shall comply with AASHTO T-99 (10C%). wan tFro MX Fo... Ir Pl.'. P`......°°. ...../r (I-.' pp.'). 10 Disturoed area within the right-of-way MI be compacted to /0(1% of 'mamma density, and sodded. wili be o accordance with practices ref cremes] in the State of Florida tra Mee Accommodations Manua 11, do not disturb existing underdroin or storm systems. if f Stnation but is disturbed, corned the or ea inspector with the Pinellas must conform to the rninirnorn slondords ut Mu in Pi:ratios County lout development, zoning and,/or related ordinances. Deportment 3 464-890D for ossistance. requirements 'Q. Restoration of curb. stmet, °Morays and placement of soil shall be cmnpletee prior to excavatian stortog in another area be m ocr-ordonce with the 1.1..S. Demeinserd of Transportobor"s -10ancir of Uniform Trott* Control Devices" and the Florida 13, No stockolng of rnatenot ir roodway or co MtteivMM on cart ond debris bee be removed Irate jab site do•fy. roods and sidewalks 'Roadway and Traffic Design Stonaords" Indexes 600 through b'70 (latest edition.). as port of day oleon-up. be offintarnee ot oil limes. 14. My portion of the roodwoy that sustains exuesee corstruction related damoge, in the opon of Pineilos County Highway undeneioed roust be roamed ond replaced. Sidewalks ore to be reconstructed oaf three (3) days oft removol. When repaired at cordroctor expense in a manner speaified by Pinellas County Highway Deportment it is M be removed to the nearest joint. 15. Prior to commencement of work onc/or prior to start of restorotae coordnote through o --vrolk-through- with Pnekm County representative ft ensure mutual agr-mint rewarding smn matters as extent 3 roadway to be overlaid after patching, the I rt LLI el W S TA 186.34.0. 37.3 RT 1- 16- 43 BM 01/18/3 (0 16' 90 BEM 01/1.141 1 rmidiro. he Occutiotional owe.. is required pans). full lone width: for 1 I i No jetting MI be reotocernent - especially concrete.' eI to. 16. Utifdy karsoltations and bare pit emovations she. not occur within 5 feet of the edge of pavement (Vona am Pinellas County maintained 17_ Sidewalk crab romps disturbed by this construction shall be replaced per FDOT heft •304. 10 The perrniffees off directed to the provisions of v. trench safety oat (Florida Stotutes. Section 553.60 e. sm) and County Highway Safety curd Heofth Mistration Excavation Softy Standords (29 CFR Sectim 1926.650, Subpart b) which star °PUY to constr.cti.n. mointenance parsuant to Ms permit by sorne contnator 19. Type of sod used to restore morner-maintaned area in right-of-my MU be coordinated with oner, to be mimed doily 20_ No street WM: be coxed Mahout the mitten permasion of tee Pinellas County Traffic Division. at least 48 hour extreme cooridemtem 21. The restoration of paurnent open cuts Mall be in accordance MIN PC Indei #1291 utilising Me ft/mob* fir option (see oetail on Department. shaft be 22 The roadway pavement shot, be rnOled ord neap-laced. limits to he minimum 25 feet to eoch side of the disturbed o for o each lane impacted . Highway Department 23. Lone closure. shoe not occur during the peak hour periods of 7.W am to 9:0C ern and 400 on to 7,00 tom uteri of driveway 70 . . V. . : , I , . 1 + 70 .- ,.... 65 _ . . . . ...._ -. I I i . ! I , . . • , ,, , , . , I_ , ; , 65 60 „ 1• .• , : oasnic CRAM (OVER CI OF *PE) • t , 1 • 60 ___.f......... ---.._„- ---._„7_-_--.:::_.---___. ANOVALVE-- MONDE 3• COVE./ , I WCONE060161es AIR WOE • i --_ _ - I : , . ----- - 55 55 , - ,,,_ - \-16" T- CPS T2) O. W ---. 0 --- -..- ____ g - _ . •\ I T PROVIDE 50 RAN Dr i (2) 16' 43 BIROS DI/RtU _---.4-9 72 IAN 3' OMR MO 1 1 j i 50 45 PROVER 161.1116.16 12• : I WAWA. SEPARATIN. Ty , . . , : i (7) 13 43 16 RAW 1:11 BOOS DVR*91 I RAVI IN I iyi _ _ _ 'et 16• 45 Boo PAW 16' 45 BEND OVRAIJ 16 WM 0 'l : 1 nr-ii i \XIII I i, 2 4 4 .., NN . ■ . /I jf5 40 _PRONIE-111110NAleo" .... __L. L i in 16' zor TENDS 01/104.1 VERTICAL SEPARATE*, 1VP ‘, +a- si4fne ' (2) 16' 93 BENDS N',\--\\-.,6)--X Riot 4, , ii/...... I 1 I 414-//;'' 17% , I r e.' , ....• 4 C ,,,,,,, ' 35 . -.... , 1 -.. * • • : • , ....., V . 1 1 , : -. -a . - , • f 0° ---- . 4 . . 182+00 183+00 184+00 185+00 186+00 187+00 ...... ..-- ...6 . ...... ....-- .a. . ',,A,/ uia .16 IOW ,Irl I • ore ''' • tPio ••:•••,PRID .scAtI .7 . 1... , 1) The caltroctor ve be resoorslete for ottering to al tree oututun riumures rouirM by the City 3 Oeorwoter•s Codes, Ordinances arid Standard Speoihmtiors. this sill include al Tree Bovecodes, Root 3 The controoto va 106 or Point of Proposed root prem.), per tr. approved Mane of a 5 remired by the City of Clecreater's Codes. Diefinahro old Stonderd *marmites. These Ines most be inspected and i 104, N. .0. Praying and 11- Trinmeo These requiremeltooter eorsirm vitesin tee specifiol I.Vnits of Work.- and mit re= indode of chaos More the Conb-octor andiar he Subcontrectar s stage, store or pork °Weaned by the City kapectit. odor the commencement of any root raring .'/, A L equipment. inotehas. debris and vehicle, his certified oborist. end Melo& di recommended au 4.,' Prier to feld revonaes token slam. 6 ire be the contractors feso.oksby to review Use potential Suites to mislOg Pees terth any und protection Z; AA nee hornets red Row r.runing done cssockfted with this project wi be done by or under Me Mut supervision of or International Society of ArboriaStare OSA) Certified Arborisl. mangers 0 Ms MMorM to meaty tee approved design. The Protect Yaeger mat Were one 31.193 to Ore Woof. 0.119' 1....' . r'w.".....' ... 3341, 0 b- . , 1P-.,.o T_ .P s R7 11O10.a.M ,W71. 1 :O 1 ISSUED OR ED - .....,. ,a crrr G IONF E ECRLBEASC R TADIEEPR FLORIDA i4..„1e*-„.,,., ''`' FA AR 100 S Myrtl Ave. cs" s Clearwater, Fl e 33 756 n sa PPOID nReaA 0c 0 a , Ymc. e o m 2b70aO0 t W 7 . a W WATER TREATMENT PLANT NO 2 - CONTRACT # RAW WATER TRANSMISSION MAIN EXPANSION PROJECT DRUID ROAD PLAN AND PROFILE (STA_ 181+ 80 TO STA. 187+ 80) VMic MOIEM Oe RP4... ,INAM % ., SOPARRIOIR M M , 2 O, 012C 0520 4 2O / 0 7/12 Oa F IsO1 RF S P1.T1t . IIWI1C SCG VE / W31. 102006 0,01 J A 054 ......... ..• 00010700 RO OP OLOOd0 Mos ..........., VW ROOT WPM. IT ROLM P.£ f MT tot OR MEW UMW. 0, MOOT , I 3ordi IMF or or or 1 1 LEGEND" CONTRACTOR 10 PROVIDE PC CLEANOUF FOR S I SAMMY SEISM SEINER LAM E SPECIFICAMON 33 30 23 ASV SMELL/MMUS DUALS TREE ROOT PRIMING STA 191435, 41.21 RI I- _ 16" 43 REND WM kul 0 1.151 __ _ _ - -- —y DWI EARWAX LLI I\, , X , I 11 __ IIT— G , ,-- „ \ . . -,, ;.... w , _, ,,- ,,,e-- - - - -------- .,.. C2I , s 't ili IC RON IR s . Z .,L CSI ,' I I ! I il 0 r0 r, CD z I-- \ I' , TREE dlelk COMBWATION 45 LF RAR IX RAw RAW Fuer RAW ... .7 PRUNING rim wR VALVE -TM* °tr., \II I\I.ITIIIII""mi.....„', SSISCLIT. MIAOW & REPLACE I._ .,_,__,,,,_„=„=.1L..\..,...,...._ROLST • SECTION CONCRETE FLUME ,\ RAW RAW RAW Ma RAW RAW RAW MN ,...z,,,..tfi- I tir 5." 1 ..._....... ... ROW Fowe NW ROM ROM it■exas NW ;1 x , ,• r . -/ . . \ ..,, - '1,4.---______"' g_ CO LSI . STA 1O-I-22. 213_4 RT — —1 16• •5• BM 01/RTO 188+00 189+00 190+00 1911-r00 DRUID ROAD 1 924-oo . 193+00 . _ + —1 --- -- 1 ----- -- _ ____ 1- -4- - - : I • __,_ ___-_i DRUID ROAD _ 1-- —1— -I -+--- ----+-7 --i- 2 0 -1----- --1---- —I-- —1 I - - -- I , m 0 , --', - ...,.--- ._, i _______....„. , .,_ _ _ ___ PINELLAS COUNlY R/W CONSTRUCTION 1_ The existing roodwey do-reorient mental. 2 CI proposed work must cornp• 3, A l l rigni-af-•way installations 4 AP design and construction and minimum testing frequency 5, Sqn and borriccules shall Ormartment of Transportations 5, Safe pedestrian traffic is to 7. /ay sidewalk which becomes rooting sidewatk is removed, I il 7CF . LA , LA ' , 9 _._ -T--.....:- -,' ,t. ,I,'• ' CA , CI . ,-- ___. • I- , • . 5,11N Z ;- I \\I 7 ...- I 1 , . . i . ; i . ,oedgee.. Occupotarer operatan and is reouired Oohs), full lime Meth for • ,. / ' \ - , • ._: • NOTES: El. Installatiens imahring concrete ord asphalt driveway. an good condition, must be =complained by Jodi arid Bore or posning. No jetting wili be repeocernent - especialty concrete. etc. is not to be open cut ar d e be C utihty cress:rigs shah be by directional MO per ,D-37 utilities am-- . ;ommoctotion Mewed. 18 Uniny instolloboes ono bore 241 exCee00041 snob not occur weOin 5 feet of the edge 9 Compaction for pipe backlit! MS comply with SI-E0 T-99 (1DOR). 17. Sidewalk curb romps disturbed by Inc construction shall be replaced per FDOT index with the FOOT 'roadway plans peon maninte (.w porn). O. Disturbed area within the right-of-way will be comp.-tee to 100% of rroximum density and sodded. 18 The permittee's attention is directed to the provisions of the trench safety oct (Atorioc wilt b e in accordance with practices referenced in the S t a t e a naas at m.,. Accommodations Manual. 1 . do r e d d i s t u r b ex underdroin or Morin systems 4 titration bed is disturbed, contact the oree inspector with the Pirsettas County Highmty Safe• and Health Administration Excavation Safety Stanao-ds f,29 CPR Section 1926650. must conform to Me minimum stoneards set down ir Pinches County land development. zoning andjor retain, ordir once,. Department et 64-BO for cssistance. rnointenonce pursuant to the permit_ requirements, ;2. Restomition of Cert. Sfreet. onvewoys and placement of soe shalt be cornpleled prior to excavation starting in another area by some contractor. 16 Type of sod steed to restore miner -mointained area i. right - of - way shall be coordinated be in accordance rib, the ,JS. Deportment of Transportation's "Noma, of Uniform Traffic Control Devices" and the ,i0f ek. ', 3 No stockpng of material in roodwoy or on Sidewalk: a dirt and debris MN be removed from yob site doh roods and beewolks to be swept daily 20. No street shah be cased without the writtam permission of the Pinellas County Traff ic 'Roadway and Traffic Design Standards" Indexes 600 through 670 (Wiest eifitions). as pod of doily clean-vp. 21. The restoration of pavement open cats shall re in .Corclance with PC Index t291 be maintoned at of: times '4, Any portion of the roadway that sustains excessive constnictkm related damage. in the canon of Pinellas County tighway Deportment shall be 22 The roodway pavement shall be mated and resurfaced. honks to be mmum 25 feet undermined must be removed and repoced Sidewalks are to be reconstructed within three (3) days otter removal, When repaired at contractor expense in a monfl . specified by Pintos Coority Highway Department_ each Ione impacted . it is to be removed to the nearest joint. ,5. Prior to commencement of wore and/or prior to start a, restawatmo coordinate through a -walk-through" with Pinellas County Highway Deportment 23, tone closures shot not occur during the picot, Oour periods of 700 on to 600 am representative to ensure mutt • - eomeet reod • suds matters as odent of reedi, to be ov1od after if hi • the extent of drivel, I -1 > . • Li, xx, > ij f ix 1 . I of pavement along ern Pireens County reenfeeiettl f33.. Statutes, Section 553.60 et. seq.) ond the Subpart b) otOod snol apply.- tc constructor, with owner. Dmisios. O leo. 48 hour advonc_e coordination u0t2ing We towable fA, option (see detail on to eoch side of the disturbed 000 foe a one 460 pm to 760 pm 60 1-4 •VI ,olfi' , 1 1 , 1I Ie; 60 „,,/ 55 _ _ _ . _,_ , I • • • I I . • • . • I i , I 55 50 -,- ,____„_______...„....„ • IMMO GRADE (OPER CL OF PPE) ' , . . , . 1 , i AM VALVE — t, , . , _ IARINATItiI _ - - t _IX 50 - --- - - - ---- ----- • . • • -__ __ _, ___. _ - -1, , , -—--- E ) — _- — - --_ — - ,..Roax ._T 3. co...MR -..... — 45 ■ : 45 _ ___ \-161 RAWILII 40 , , • • • . 16" ROI (2) le 45" DEOS N/RU 35 -I _I_ . I I • , . • . \\\•,AtjAR V • ' • , , • oti , i •,... 1.,Ns • ----- - . I , , , „ , I . • „.. . . .433 .04.:,..rn:,.........::... 30 ., • . , , • I . • ...._....................:....,„":17:071L.,:.,:f. : . • , , , , . .,__ ___ _ 25 _ 7-- - _ , , — Xi 1 • , ' ---- 0 I. i 7 , 4..).. 7 , ...... , , : ,-,-.. .1% 1 , • -, , -.. ,, , . . , ....- .. , 1 , 188+00 189+00 190+00 191+00 192+00 193+00 ,- & .... PiDA .•''‘.1, s.-s•'• , HORT? Ria PROTOCIKPi fr911.3. TOR ALL OTT tgLiTY PROJECT PLANS ii /ill ji ti•AAN‘ , for to tree by the C-(y of Clearwater's Codes, Orthoonces and Standard r-rsiTiarrierre. This arr inchide all Dee Barricades, Root 3) The contractor oil Wog a pant oh proposed root prining. per The approved plans ar os required by the City of Ociamoter's Coon,. Orthrierices and Standard Specifeations These tines mast be inspected and 5- Ct 1) The contractor ca be respond:7We orb:wins all protector measures reaaireo Proirag rend Tree Trimming. These requirements ore required MOM The specified hot to of Work- and .6 also ridrode at areas *nee to Car:rector and/or he Trvb,ontroctorS Wd94 slow or pork cop-overt by Be Thy rnspe.cto Frio.. the cornmenr.nent of any Toot priming eariipneent rnaterices, debris arid whicies SCALE:7 1-=-5) vERT. impacts to Nees his Sada& tree 4) Prior to field changes titling Once t wit be the otntractw's responsibility to review the potent:A .isting with certified oboist. and rep and oi recommended protection 2) Aii Tree Trimming end Root Fruninc dime associated erR Mrs prod WI be done by To fade the &Act stideresion of or internationd Society of Arboricuitire (SA) CerliTiee Arberist measures it he prepeed to modify the approved desian The Project Manager most coerces rep changes to the apprOved des* prior to impernentatior of said Manqe TM 10.r. Cam.. tone. :ewes, eslareve edam See WM lee., ewe* 32111197 Pa 01131 296,71.1 Nre SIPS, 214.-Me' ISSUED FOR RID §_g..• ,41'114.3-.101,... -1x. CITY OF commonest FLORIDA ' M.', . i lie . EiGINEKRING DEPAIIIMENT . P, 100 0 Myrtle Awe Cleo:wader. RI 33756 4/IF ars rec wad V Celelle• Leelre...1 1141eeret ;L.A. saw Me 401le SW 4 eee,444 ep WW1 WATER TREATMENT PLANT NO 2 — CONTRACT #3: RAW WATER TRANSMISSION MAIN EXPANSION PROJECT DRUID ROAD PLAN AND PROFILE (STA. 187+80 TO STA. 193+ 80) .00. Some C5I Wee we yr..., YORE= le We 2012024 4,e ..,,,,,,,, 12/07/12 1/41/0 er JRS sellegee er 102005 11491 Dees= Cr 1 114 AMIN". Re 414/1, eer000 c. en.... we c.,„,„..,„„„:„, cm MOMS Co 41. 0 146:01 FE I 23,1 ta..£ REVISON er M 1 1 SIA ,96.5]. x$ R, >.ErtIQ ntT-at 115x- TEE MAW . SFl1ER lA]EWL SEE 9'ECRIDOW (2) /C p/rOPE N 721 / ^ -t 3T J9 71 MO 16TE11ME016 I UlS 16 GTE WYE ! TIRE RIOT MIMIC 6 GTE WIVE • SEE MAW C56 FOR - -� TREE BARROW SEE 6 RIM 40 16 HOP[ — L� / 1` DIRECTIONAL tRECT \ 101Mt Mkt J J\ J VTn SW CROSSING 13 I j 16 RAW HOPE w SUNNY GROVE ` _ PARK -- 1 i I © RAM RAW RAM _. ° •,. Q RAW _ RA f9) +9). A5' M /16 Ztlf BIND MAW T to 115 WIN p 16' ri AD RWr �� Ras ��M RD l6 Rea WIPE r _ RN Rae R.1W \ ( \\ - + RAP RAM Dia 1 16 RAN De -. in _ ar o w w z — �� , _ - -_]c5 a W tn 1 j — ___._. �- flA11�� RAW � ,ate Rahn STA 196,40, 205': 196+00 797 +pU - 16' 23f ono MAW 79a+oo DRUID ROAD T95+oo 196 +00 _ _—T— -_-- P — — - ! —1-- —t.. 199+00 Li —� -.— - -r— __r _ € 6" Rea DRUID ROAD w — I j ca C59 FOR DESIGN and asptroN driverpy, coy win be At5Hr0 or 'P be compacted storm systems. iewayoxe or on sidmclk ropdray or devdk: s0slifl excessive ate ter specified ore /on pror or ogretmerrt regwRng SUNNY GROVE PARK • -17-1 PINEL'AS COUNTY R/W CONSTRUCTOR i. The crating roadie. pavement 2. N rig t- td .ark t coney Ae esi o yc installations 4 co dean d sing fie - ae foxes ad 5. Digs and Deportment of Tr n dtdl afe p des d Transportation to 7. Ante p e...* ii is 7. Any sg side alk a Drone. s. ling sidewalk c rena.ed. replacement jetting N! he MAW intr t . 17. Utility lksourb r a 17. Sidewalk p cirri romps 18. The pemd+tttal • Nkyhrq Safety nc Health tof sod usdu contwepi 10. Typed sop �d to De step, doih 20. TI Street fad: De 21. The roadwayon ve stall De 22 -The roadway s. pavement Loch amines mtpacted- Department 2.3 Lone ctpyural shot; d driveway ~--_, d the MN Index oft 1926. Co be I usty 1291 Rader X12f 25 b 9:00 SEE DRAWING NOTES: not to be open cut w deal,. . AL atikty crossings seal: be by directiao: drip per FOOT utilities xcommocotion 8 ll... involving concrete 9. Compaction for pipe xddn shall _. the F o d Toper. plans es rde-en monad' (,t ppm). 10 Disturbed auto the ere II Den accordance the minimum mm doors rd set d in i Sl l of rondo UDS evi Accommodations Ycnua; 71. Do not ent a 4- tladram at norm to the meumu storevds set dorm in Prtdbs County ore derebetrrord, zoning and /or rented ordinorrces. Restoration of curb. 8 street, y rLquutmen's 13. Nestad$ d Lure, teia Broadway oe m pccardonce dTr the US. Standar d dex. 500: Mr . 670: o? stied TryNic Cottrd 'Jetnces oM tDe Fbrida 13. 1b po of dt d b m, it "Roadway mid Ton ti Desgri Ste darns Inpeats 500 tlro.rCr 670 (cast W.iwfra). n part of ddty a rocunp in b be rromtaided at 06 times. 14. at o the r die the Any port q nos to be removed ed removed and rep!oced. Sidewalks me It be reca,structed within three (3) days otter removal-. When Prior at mencelx espnve it a is be removed o the rtemesl ja:nt. 15. Pear b t m work represn-[dne b mare rn,rtud OF - n good ed T-99 if of aM d by Do stoA of sash 6 RAW cordon. neat !K occompRShed by Jot# are bore x pushing No t (100%). li, tionS is daturb density and sodotd fi!trption bed b disturbed, t the area inspector with the Pinellas County sod sand be coapll be prim to Pons bon site dog in another an win by some dirt and debre ern De remosed tra.^l po site dory -ands p+'d fidetdks P�6 o rebtW dam the ,age, � opinion of Pine ka County Highway Deportment. Pinellas County e through o -- re otters a a noway o - bdk -Ulc dgts r Pinellas w extent of matters as M rr d r dray to be overb'.d aria patch_rg, the erteM and b etc. etc. n0 Dore pit his coh dsturbed re by this tithe ottentini is onEted o the Administration Excavation o . ore nenrut to restore patet- momtten closed nt opt tnu aralm pavement open cuts shag slob be Lied and not occur during the peak shorn not occur within 5 fpet provisions slw'.? be a tree d per Safety Standards d the trench Section Safety Stareards (29 CFR Section area rig!1l ( q ,' ber n o f ce Pih PC su be tic. Mints o b PC resurfaced. Emits to De narwrwm Dour periods d 790 at edge f pavement 1304. (Fonda Subpart F.50, Subpart the Di ri1T Ovsig t to er feel to acD om are 4-00 - i along o. Pir County as . Wined raodray eAas C ) Section D) e"+ich shat' oppty U xnsvucton, operation xd which W .I p seq.) and the Ocoperat of le. d iecst 46 tole n (see del. anon a rtqui•W. file de •• (towable Tii. option (see detork on tide of the d�sturDet a ea or c f bier width la pm b 7:00 an. 1 V 0 i 60 III — - — 60 55 _ 55 50 -- I 1 j y CO WROON MR VALVE 3 50 CORM CRAW (OVER Q OF PIPE) ., _ i { COkE•VnN AIR VIRVE I { ! 4 SO E" w r J" ..�5 8 55 © r 1 ■ r( PROVIDE W ]' COVER ! J ]" CJS 40 40 \ �16 RL p ,,. / i I -__ ! ■ 16 2116 ipp Ot/RDI 16 ^Q`',{`.�. •�� / /,, 5 35 J� 16 MR HOPE art-s1111 115x' TEE p/1rLLl i ,6 231 BOO D /TWU 30 . -. 1: i -. .. _ 16 i6 WW. VENRp1l nPC6T1'P FeCIVVE slimier 6 GTE VALVE SEE OIkB191c c59 FOR PROPOSED 15 RAM , ; �`� iN = �y 55 A .% A O E N N� \ 0 ` / / • " .� 25 . ) _ i j L. I y1 I. is C L 194 +00 195 +00 196 +00 197 +00 198 +00 199 +00 0'a ; 4/ ■ Fs• 47T U ' Tv ••4 rt �` Sal . — ORO -. �S" • P1DRa2. •' 1) The ,mead', ea be respnnsble tar adhering lc a6 Lee protection measures required by the GTy of Oetr.p;er's Codes, EfQnmr and Stardod Specif tiers This rk invaded Tree 3mricodx Rod 3) The =Wrack. ea log Pail, ON pry root pruning per the sppra ed peas u as roRred by the Gty d dmwtei s Codes, Ordinances are Standard Specifutk Tang ENees mutt be Inspected and ON A ! t0' Prunkig Tree Trimming_ These Wt., limits d Wow, dac hind, s DR Gty y t"l i•• and re...rants are rewired Me 1pr;Fied ae .t at mein Ltlat the Contractor end/or his Sbcmtroctor stage, store a Pak approved by 41.ti r prior the ca, nanDernent of my root prang •:' e,p,9plrMlt, mdeids. More and nirCrts. /`1 t j) Et `j i, - t �� iiF.T- takivg his arbvrsf. and amide rcmtma,0� tree iiip 4) Prior to fide shm9I my ax rod 1rdeUiOn Uses design for certified o i with 2) N Tree Tri,nig and Rao! Pruning dale msoc:a:ec r.tr! the proj =t .i be done by o um 1!+e tired supervision d m nivnci+nM Society at tAba'ra[ tare (GA) Certifed Arbaret n+rvstts i. D"a Propane to nndty the approveC dlsq.. The ProRct Navta a ratsl approve my design to the apprdtd des+p pro to i+gieme.(v:..e w and mange ail it a be the cmtrxt The rPro Project In. to renal the over ass depicts to casting 1 ` t y �W �„,, non, saw Tin i,; ra r..r 3907 ens 1! F term ]� -ate, _ ISSUED FOR BID a CITY or LSEAInummL RTDRODA : c ,i onusr..�. ='.,: '" Clearwa _ �1eF. P9 30756 0a "� n *La�ss1° c gym' WATER TREATMENT PLANT NO. 2 — CONTRACT S: RAW WATER TRANSMISSION MAIN EXPANSION PROJECT DRUID ROAD PLAN AND PROFILE (STA 193 +80 TO STA. 99 +80) ( ft uun sc m. MMus, 2072(121 Mr 72 /ty7 785 er - to- 102006 HOES WC 8178 ranee NM ,gym 056 we_ 400.015 •• ,, BOOM a 0.1.33. ,1E rod �,r 11.0•1104. tom o a. ISM 0 to E de CITY 0P CLEARWATER \12009754 RO WTP M2 \CADD \CONTRACT 3 \009 C09 1195.DWG 1 SEE DRAWING C60 2452 2458 24W 2410 2416 24R Ok i:14 ? F':; (•ri 11 I I 11 I I [24761 I I 12488) 1249E 1 WA J 45 kL49 =g Ear, ,; FOR DESIGN r WY ` ; SEE DRAWING 660 FOR DESIGN OF r WATER YAM 057 I- < Q_ ec 1' 2496 I I k £XST.G 1r WATER RAM OZ I� W Lrl _ �I 0 I- I x I CONIR.CIOR 0 C1Eiid/f ti1LATOV I I' TREE ROOT Rt tMiG REMOVE EYStM6 1r 90 Elm I moo& OF PERM. NEN Cr TO EMT 116• TM -, -o- TREE BARRICADE tCOs E -- ' WATER 1P1 RAF '~; t STA 205 +06, 57.O 1T _ V i o _ -- {�- f •`, '•1 { h OSMAN AIMMONAL LENGTH OF h } n EXITING PIPE AS NEEDED I I \ - -_ — _ K S ; " IP •. ` { i 6. ;; - — (2) 16' 45 BENDS COMO CONfRACIOR SHAWL ltarPORART 9X40Ri PORERFQ'L As MOD / I _ - t =f a z •� 2I it � \ '' ' I - l' , _. i 1r PAM DI i - I 1 i E i REM Al T Lo N -Ii `� �- - f -.. RAW RAW RAF t I ••••••i"' —r "'�T� fGN RIR /LM� � W W RAY 1 _ -. WM RAW -� RAW \ RAF RAW Ny _ - ----/ -.— J - i u NON AN TAM t RIOT PRUNING TREE BARRICADE 20O+OC 20i+OD 202 +00 ^ 203+00 204 +00 STA NSHO& 209' LT i i ... ... IS- 90 BEND a /RN i ! i(OTA ®O d/RE4 2D5+ 285+60 �— DRUID ROAD —+ r — r —T - + • — 'r cNLVET_ i_ _- +-- T DRUID ROA� � — a E( I _ -. . ' i_. - _ _......�� { (( • { ! { S 1 • IY 40 E351.G GRADE _ _ _ — — — -_.„. __ REMOVE MAW 16' 90 am & POR110H SEE ORAfIRG CM FOR OF PRIM. THEN COr9ETf TO DOS, 16• FN\ rx9ctl Cr 6• WA IIM411 s-, -• 40 35 / � = �-� 60 55 — - - 35 C 'e( I , . ' 1.11/1 ril 1r P.a. r 50 W l16- j 30 45' DEAD d/"dLr 1 lir 45- FENO I' O! /RW 30 PROADE IY�AM Is' VERIC L SEPMATOR, TIT 0/ RIM a 16' 45 END MAW i j CROSS SECTION AT SIATION 205 +Q5 45 3 i CO6MNAT1OT1 MR VA: n� .. E1<61RG GRADE (at CL OF PP--1 — _ PRD11pE INNnM ,r -T�OtiKAL SEPARAT1al, TTP -L -- — — — — - .. PROPOE MN S CORR + — — — — `\A - - - _ il .� RAWa 16' RAW Di 16- • 1r GATE wLVE j \`O 'vac Ns - 30 2' SAY MI 16'90 BOO 01/RIM V i' (CONTRACTOR TO EELD 16. 45 ENO d /R1(I .... E 1,, 3$ 25 O' bF i •� ��.. . - • 200+00 201 +00 202 +00 203 +00 204 +00 205 +00 //1 -10 , - --- - X 1PSE PROTECTOR DOTES =OR ALL CM UTiJT, PROJECT %M C / / / /�11111 e.^.' H:}TJ ' 1) The contractor .0 be responside to Wire-erg to d tree pr e tioo dresArres rearst hi too Gty o` 5es.o:er•s Codoo, trdeonces sd Sta:.dad f be' This .6 n:ivoe oh Tee 3mricmes, Root 3) Tne ntntrocto .0 Dog o point d 0*q>ooed riot prIto-AUe per the oddment ysss a oo recnima by the City of Cle0.otai Codes 0-Inences end Sto13brd fxotios These Ono oust be inspotod and 0 5' `0 -or Sabcontroctos by the City too -rot Franey, and Tree Ninorring. These regiemeots are regrow nth`- no opesifed 1 .ts of WOO" one .N dos incl.iec 0 aeon .bore !t C otroc ondfor no s slopes store or pork tpprored i- -.ctor prior commencement of any to uring. emipment moterids. debris m0 etudes -',..).ALE: i' -5 ERT 4'; Prior it •s to nth no and al r� added nee to fele Borges taEirg puce. .E be the contror resprsilii!y to retie* Me patentid ngo:ts eootng trees oertifeo erhonst one Rrdade cry protection I.Se drat Society Arboer>r ore (ISA) Certified Arbor0' mea0res is his proper d to ndty Ore apprc 1 denip Ito Protect bo -ogor mast approes my thongs to the aprooed desior price to ii- ento o 01 s®d charge ; 2) be Tree iriomnd and Poor' Paring dole rr+e+e^ nth toes aoiec, .6 be Tore by or under swore :ion of a. nt�c'iond of yy. y ......, or rn me- WS` z+e -13r ISSUED FOR BM „ y cm of czARrereFt PaTNOA �.� . IrIGIN>$alNC DEPARTMENT Wynn Ave '�\` blame, s6 • •..i n {; 'V ER a,.*'` ;��-M � A °° ® - -- WATER TREATMEIOT PLANT NO. 2 - CONTRACT ;;?3: RAW WATER TRANSMISSION MAIN EXPANSION PROJECT DRUID ROAD PLAN AND PROFILE (STA. 199 +80 TO STA 205 +80) to � inds � I ° j •E^, amens eh i r-P mew " 4 1y; 12i0'/'� zena, 9, �_ Rte® DM °102006 ��'� neon se n(A 057 0364590•9 .rte as o>r r1 a a. 6r P� i nFm OW Dare .ar.rFi c. eirla c. 4 WI* BM REY610N _ 1 5' Set. 102(06 PIPELINE -5PR 260 +00 CONTRACTOR 10 MONO PVC 0.9INOU1 RIR D ISA16TMt( SOWER SERVO( UMW_ SEE 9'EGI ICATOR 33 39 23 MO USCOLV E.5 DETAILS TREE ROOT PRUNING —o- TREE 99900E 1) ALL WD DEPOT E 1AL BLI6IED 99 a TIE (ROMEACTOR FORMAL 9U9UE AL MUMS. 2) ACTIVITIES O TO cmWE DEPOT T mRNCE c191 ACENfl0 M RE ROTE EPar utrRAECT sum THE WORE 1AARA0EMEMI. 261 +00 STA 261 +75. 53.7' RI 6' 4S END 05 /Mt6 STA 261065, 64.0' RI 6. 45' END 05/NO (UT EOST 6' PPE. CONNECT 6" DI PPE TO EST GATE VALVE RESTRAIN 4951950$ LOOM OF (051NG PPE AS REBORED LIMP SW BD RDA 953 _ 262 +00 263+00 114 LF OF 6- 6/W OPEN Off 51A 262 +36. 53.7' RI 6" 4S ENO W /OU 6'WM DI STA 292 +41. 464' R 6' 4s E10 O((RIU (2) 6' 4S ENDS 8 /RO ) R51A 261 ♦81, 53.7' 5 TEE DOW 1959. 9(009*R DI )6` GATE VALVE SEE ORAITNIG C62 I DESIGN OF 8' WA l m001,VIE DEPOT ,VSEANCE f PLRG EXISTING 16' WATER YAN DOSTIO 16" WATER 96111 CONVERTED TO RAW WATER OM TREE BARRICADE OTTO 570, 262 +75, 48.4' RI 6" TEAR 9 0119LVE. 264 +00 GULF —TO —BAY BLVD (SR -60) COT Or CL4PWATP wA T29 TRHN51A '55105 EASE-500 911343. "1. 1 .3n 151 PROGRESS ENERGY TRAIL SEE DRAWING C62 FOR DESIGN OF 8' WM 4691 SIRI EO ITER f52 REU' VE p(61NG 6' 90 BEND. (2) 6 "09.. 6' PIES INSTALL 6" PLUG DOTING 16' 951ER WW CONVERTED TO Ow WATER MAN 25231 65 60 55 50 45 40 35 6' TEE 6/814 6'M6' REDUCER (1/11W 6' GATE V11LRE SEE 68989$ CO FOR DESIGN OF 9- 951FP MYI 5' 45' END 01 /RW 6 " SAN / megrim citric (OVER Cl. or PPE) 954 COWER TER ROADWAY PAVEMENT (5) 1)$' '0*1 *3=5 652 //570 '2) r Bt (2) 1+1f. on- (2) IMMIX NN 3' COVETS PROVIDE 6Woa1A1 12- J 1 959909. SEPARATION "2 ✓5 6' WM.a M•0W 12' SEPARATION ■ (4) 6' 4S BOOS DI /RW i7.15" Si1w TEAK E 5419 30 65 60 55 50 45 40 35 30 260 +00 261 +00 262 +00 TREE PROTECTION NOTES FOR ALL OTT UTFJTY PRC.ECT PLANS I) The contactor et be respectable t¢ other* is a2 tree protection memos requiem by The Gty o' Oes,oter's Codes. Ordnarces and Standard Specibcot.ons. This 59 include NI Tree 8orrlcodes, Root Pcong and Tree Trimming. Thee requirements are ranted within the specified Toro :s of 899.' cod s# dso 811 mess 'here 101 Contactor and/or *15 SobcRntracta 1 stage, store or pork equipment enemas. &Ariss anal vehicles 2) AW Lree 11850099 and Root 1509013 One ass000tte WY, Ws pawl MI be das by or older tow crept 51411.1^ of an ntem0W+a 5a1ety of ArbarOtre LISA) Coifed AAaSt 263 +00 264 +00 3)15, .11411- ‘111 ws 1o2 . Font di 9119099 root Inonin5. pe' the ap5ro.eo porn or o5 rewired by the City of (3es,OLer1s Codes. 0rrrance4 and Standard Speofica iores. These fines min be mooted 0Td cpprmw' by the Cray inspect. prior the penmen-anent of any -ant pmmng.. 4) Prior to Fad 0halges tokng piece. it .9 be the *ootretor n reapers .Arty to ream Me potentid Snoods to misting bees With his *S81S d oboist, and nave* any and 46 recommended bee mote: aim neosi9S at he Pmosa to mortify the 99*05ed dsigrt The Praget 8moger mast approve any d.osges to the **wed DOW prwr to srp,area1O1Aia 0i sob e,om. ISSUED FOR SID FI.IFIED Elf 2Y11M1 DOM. arc arIPEOYEC OIL eh Bfdnn RW2we1 a. 9a11l.. It r are AMMO CITY OP CLEARWATER FLORIDA ENGINEERING DEPARTMENT 200 S. Myrtle Am. Clearwater. Pt 93756 owaitomou it ROL NOME .11503 WATER TREATMENT PLANT NO. 2 — CONTRACT ##3: RAW WATER TRANSMISSION MAIN EXPANSION PROJECT GULF —TO BAY (SR -60) PLAN AND PROFILE (STA. 259 +20 TO STA. 265 +20) — Am `011111/0/// x E ` NS ?� /i Q . F m ,5 �^ 7 73 to *: O- k‘ OR p p,, '`,1� * 4. 1�IIIIdii� 5' i0 STAT * l j �ef`i� SCALE: 1` =5' VFRT. 063 7550 Cam., r WO c.sq . To•ya, rMa, 3.1e7 (nn me -Ina Foic (ri]) 256-155t 2012024 s *- 102006 1Z/07/12 MOON Irf. IRS MIME 8951 DELME17 151.51 c_- AEA I 967 1:111016131 11110,.1. E o: 6A PE , and DIM 025 HERCULES AVENUE 28 LENGTH Of NEIML P64 21.0 ODM OF WATER 6000 2 ' 16' RAW 01/51 • PPE SUPPORT C PAD & CPC •" �� at: 90 9'J80 u/rL SW CROSSING 114 16' 90 END DOOM conewoION AA 444AS (0- 540 -0102 OR *PRIMO EOIIAL) `"(2) 80 45 ENO MAW \.. ePPE SUPPORT t CONC PAD 46' 90 BEM Do/Ft 16' 90 BBC IX T FENCE U YT FENCE k REPLACE ERST CONCRETE / AP Ni SLAB /ji i 16' 90 BEND Of/FL SILT FENCE 16' RAW 01/ 1 PLAN SCALE' 1- =4' —O' COIBMATON AM2 VALVE (0- 040 -0102 OR APPROVED MOO T 16" 90 REND DPI 16" 90 BEND WW2 ,11 2) 16" 4S END WOO, 16" 90 END BARN SECTION /6" 52a 01/51 PPE ROLL STAND (ANAL FIG 271 OR ELINL) 3' AR )85P) CONCRETE SWPORF 30'x'Yr3C" OWN) CtlPM1ED RACI(2Ifi� PPE SUPPORT DETAIL SCALP Nis / TOP OF BROGE \1, FACE OF VOW BALL 5' EYBEDNEBR 9/ EPDXY 0•41, j4 04R, 12 001 FM) 11.91P1 09979. am . FaNx 3360, •,3, 2 ,.- . for •4•3, 206- -0' 1051810 FOR BID CITY OP CIEARRATOL MMIDDA ENGINEERING OEPARTUDIT LOO S. Myrtle A+e. Clearwater Fl 03756 4°^ WATER TREATMENT PLANT NO. 2 — CONTRACT #3: ®" RAW WATER TRANSMISSION MAIN EXPANSION PROJECT BRIDGE CROSS AT HERCULES AVENUE 12 /07 /12 .1 BV"r7 71fA • 102 FDEP CONSTRUCTION PERMIT Appendix.doc 9/27/2010 THIS PAGE LEFT INTENTIONALLY BLANK In the matter of an Application for Permit by: Florida Department of Environmental Protection Southwest District Office 13051 North Telecom Parkway Temple Terrace, Florida 33637 -0926 February 26, 2013 Robert Fahey, Utilities Engineering Manager City of Clearwater 100 South Myrtle Avenue, No. 220 Clearwater, Florida 33756 -5520 rob ert. faheyAmycle arwater. com Rick Scott Governor Jennifer Carroll Lt. Governor Herschel T. Vinyard Jr. Secretary DEP File No. 0125966- 338 -DS /C Pinellas County NOTICE OF PERMIT ISSUANCE Enclosed is Permit Number 0125966- 338 -DS /C to construct public water system components, issued pursuant to Section 403.087(1), Florida Statutes. This permit is final and effective on the date filed with the clerk of the Department unless a petition is filed in accordance with the paragraphs below or unless a request for extension of time in which to file a petition is filed within the required timeframe and conforms to Rule 62- 110.106(4), Florida Administrative Code. Upon timely filing of a petition or a request for an extension, this permit will not be effective until further Order of the Depaitnient. A person whose substantial interests are affected by this permit may petition for an administrative proceeding (hearing) in accordance with sections 120.569 and 120.57 of the Florida Statutes. The petition must contain the information set forth below and must be filed (received) with the Agency Clerk for the Department of Environmental Protection, Office of General Counsel, Mail Station 35, 3900 Commonwealth Boulevard, Tallahassee, Florida 32399- 3000, within 14 days of receipt of this Notice. Petitioner shall mail a copy of the petition to the applicant at the address indicated above at the time of filing. Failure to file a petition within this time period shall constitute a waiver of any right such person may have to request an administrative determination (hearing) under sections 120.569 and 120.57 of the Florida Statutes. Any subsequent intervention will only be at the approval of the presiding officer upon motion filed pursuant to Rule 28- 106.205, of the Florida Administrative Code. A petition must contain the following information: (a) The name and address of each agency affected and each agency's file or identification number, if known; (b) The name, address, and telephone number of the petitioner; the name, address, and telephone number of the petitioner's representative, if any, which shall be the address for service purposes during the course of the proceeding; and an explanation of how the petitioner's substantial interests will be affected by the agency determination; (c) A statement of how and when the petitioner received notice of the agency decision; 00w.clef).state.f1.us Permittee: City of Clearwater Robert Fahey, Utilities Engineering Manager Page 2 DEP File No.: 0125966- 338 -DS /C (d) A statement of all disputed issues of material fact. If there are none, the petition must so indicate; (e) A concise statement of the ultimate facts alleged, including the specific facts which petitioner contends warrant reversal or modification of the Department's action; (f) A statement of the specific rules or statutes the petitioner contends requires reversal or modification of the Department's action, including an explanation of how the alleged facts relate to the specific rules or statutes; and (g) A statement of the relief sought by petitioner, stating precisely the action that the petitioner wants the Department to take. A petition that does not dispute the materials facts on which the Department's action is based shall state that no such facts are in dispute and otherwise contain the same information as set forth above, as required by Rule 28- 106.301, of the Florida Administrative Code. Because the administrative hearing process is designed to formulate final agency action, the filing of a petition means that, the Department's final action may be different from the position taken by it in this Notice. Persons whose substantial interests will be affected by any such final decision of the Department on the petition have the right to petition to become a party to the proceeding, in accordance with the requirements set forth above. When the Order (Permit) is final, any party to the Order has the right to seek judicial review of the Order pursuant to section 120.68 of the Florida Statutes, by filing a Notice of Appeal pursuant to Rule 9.110 of the Florida Rules of Appellate Procedure, with the Clerk of the Department in the Office of General Counsel, Mail Station 35, 3900 Commonwealth Boulevard, Tallahassee, Florida 32399 -3000; and by filing a copy of the notice of appeal accompanied by the applicable filing fees with the appropriate district court of appeal. The notice of appeal must be filed within 30 days from the date when the final order is filed with the Clerk of the Department. Executed in Hillsborough County, Florida. STATE OF FLORIDA DEPARTMENT OF ENV RONMENTAL PROTECTION �-f Mauryn McDonald, P.E. Water Facilities Program Administrator Southwest District Permittee: City of Clearwater Robert Fahey, Utilities Engineering Manager Page 3 CERTIFICATION OF SERVICE DEP File No.: 0125966- 338 -DS /C The undersigned duly designated deputy agency clerk hereby certifies that this Notice of Permit Issuance and all copies were mailed /electronically transmitted before the close of business on February 26, 2013 to those persons listed. FILING AND ACKNOWLEDGEMENT Filed, on this date, under Section 120.52(7), Florida Statutes, with the designated Department Clerk, receipt of which is hereby acknowledged. February 26, 2013 Clerk Date Copies Furnished to: Janine Alexander, P.E., REI, jmalexander(a,reisseng.com Bozhidar V. Handjiev, P.E., URS, bozho.handjiev(a,urs.com THIS PAGE LEFT INTENTIONALLY BLANK ELECTRONIC CORRESPONDENCE Florida Department of Environmental Protection Southwest District Office 13051 North Telecom Parkway Temple Terrace, Florida 33637 -0926 (813) 632-7600 PERMITTEE: City of Clearwater Robert Fahey, P.E., Utilities Engineering Manager 100 South Myrtle Avenue, No. 220 Clearwater, Florida 33756 -5520 robert.fahey@myclearwater.com Rick Scott Governor Jennifer Carroll Lt. Governor Herschel T. Vinyard Jr. Secretary PWS ID NUMBER: 652 -0336 PERMIT NUMBER: 0125966- 338 -DS /C DATE OF ISSUE: February 26, 2013 EXPIRATION DATE: February 25, 2018 COUNTY: Pinellas PROJECT: City of Clearwater RO WTP No. 2 - Contracts 2 and 3: Raw Water Transmission Main Expansion Project DRY LINE PERMIT This permit is issued under the provisions of Chapter 403, Florida Statutes (F.S.), and Florida Administrative Code (F.A.C.) Chapters 62 -4, 62 -550, 62 -555 and 62 -560. The above -named permittee is hereby authorized to perform the work or operate the facility shown on the application and approved drawings, plans, and other documents attached hereto or on file with the Department and made a part hereof and specifically described as follows: TO CONSTRUCT: 6 -inch and 8 -inch potable water pipelines; 6 -inch, 8 -inch, 10 -inch, 12 -inch, 14 -inch, 16 -inch, and 18 -inch brackish and fresh raw water pipelines; 8 -inch RO concentrate pipelines; and a 6 -inch filter backwash pipeline to coincide with the previously - permitted increase in capacity project for the existing WTP No. 2 for the City of Clearwater. NOTE: This is a dry line approval and requires separate approval prior to being placed in service. The Department's acknowledgement of document(s) required by Section C. - Construction Standards Condition No. 6 and Section E. — Clearance Requirements Conditions, shall constitute such approval for service. IN ACCORDANCE WITH: Preliminary design report, engineering drawings, and related documents, prepared by Janine Alexander, P.E. [Reiss Engineering, Inc.] and Bozhidar V. Handjiev, P.E. [URS Corporation]. LOCATION: The project is located throughout south Clearwater, in Pinellas County, Florida. tt'lvw.clep.st te. /T.us A. General Conditions The permittee shall be aware of and operate under the Permit Conditions below. These applicable conditions are binding upon the permittee and enforceable pursuant to Chapter 403, Florida Statutes. [F.A.C. Rule 62- 555.533(1)] 1. The terms, conditions, requirements, limitations and restrictions set forth in this permit, are "permit conditions" and are binding and enforceable pursuant to Sections 403.141, 403.727, or 403.859 through 403.861, F.S. The permittee is placed on notice that the Department will review this permit periodically and may initiate enforcement action for any violation of these conditions. 2. This permit is valid only for the specific processes and operations applied for and indicated in the approved drawings or exhibits. Any unauthorized deviation from the approved drawings, exhibits, specifications, or conditions of this permit may constitute grounds for revocation and enforcement action by the Department. 3. As provided in Subsections 403.087(6) and 403.722(5), F.S., the issuance of this permit does not convey any vested rights or any exclusive privileges. Neither does it authorize any injury to public or private property or any invasion of personal rights, nor any infringement of federal, state, or local laws or regulations. This permit is not a waiver of or approval of any other department permit that may be required for other aspects of the total project which are not addressed in this permit. 4. This permit conveys no title to land or water, does not constitute State recognition or acknowledgment of title, and does not constitute authority for the use of submerged lands unless herein provided and the necessary title or leasehold interests have been obtained from the State. Only the Trustees of the Internal Improvement Trust Fund may express State opinion as to title. 5. This permit does not relieve the permittee from liability for harm or injury to human health or welfare, animal, or plant life, or property caused by the construction or operation of this permitted source, or from penalties therefore; nor does it allow the permittee to cause pollution in contravention of Florida Statutes and Department rules, unless specifically authorized by an order from the Department. 6. The permittee shall properly operate and maintain the facility and systems of treatment and control (and related appurtenances) that are installed and used by the permittee to achieve compliance with the conditions of this permit, as required by Department rules. This provision includes the operation of backup or auxiliary facilities or similar systems when necessary to achieve compliance with the conditions of the permit and when required by Department rules. 7. The permittee, by accepting this permit, specifically agrees to allow authorized Department personnel, upon presentation of credentials or other documents as may be required by law and at reasonable times (reasonable time may depend on the nature of the concern being investigated), access to the premises where the permitted activity is located or conducted to: a. Have access to and copy any records that must be kept under conditions of the permit; b. Inspect the facility, equipment, practices, or operations regulated or required under this permit; and c. Sample or monitor any substances or parameters at any location reasonably necessary to assure compliance with this permit or Department rules. 8. If, for any reason, the permittee does not comply with or will be unable to comply with any condition or limitation specified in this permit, the permittee shall immediately provide the Department with the following information: a. A description of and cause of noncompliance; and b. The period of noncompliance, including dates and times; or, if not corrected, the anticipated time the noncompliance is expected to continue, and steps being taken to reduce, eliminate, and prevent recurrence of the noncompliance. The permittee shall be responsible for any and all damages which may result and may be subject to enforcement action by the Department for penalties or for revocation of this permit. 2 9. In accepting this permit, the permittee understands and agrees that all records, notes, monitoring data and other information relating to the construction or operation of this permitted source which are submitted to the Department may be used by the Department as evidence in any enforcement case involving the permitted source arising under the Florida Statutes or Department rules, except where such use is prescribed by Sections 403.111 and 403.73, F.S. Such evidence shall only be used to the extent it is consistent with the Florida Rules of Civil Procedure and appropriate evidentiary rules. 10. The permittee agrees to comply with changes in Department rules and Florida Statutes after a reasonable time for compliance; provided, however, the permittee does not waive any other rights granted by Florida Statutes or Department rules. A reasonable time for compliance with a new or amended surface water quality standard, other than those standards addressed in Rule 62- 302.500, shall include a reasonable time to obtain or be denied a mixing zone for the new or amended standard. 11. This permit is transferable only upon Department approval in accordance with Rule 62- 4.120 and 62- 730.300, F.A.C., as applicable. The permittee shall be liable for any non - compliance of the permitted activity until the transfer is approved by the Department. 12. This permit or a copy thereof shall be kept at the work site of the permitted activity. 13. This permit also constitutes: a. Determination of Best Available Control Technology (BACT) b. Determination of Prevention of Significant Deterioration (PSD) c. Certification of compliance with State Water Quality Standards (Section 401, PL 92 -500) d. Compliance with New Source Performance Standards 14. The permittee shall comply with the following: a. Upon request, the permittee shall furnish all records and plans required under Department rules. During enforcement actions, the retention period for all records will be extended automatically unless otherwise stipulated by the Department. b. The permittee shall hold at the facility or other location designated by this permit records of all monitoring information (including all calibration and maintenance records and all original strip chart recordings for continuous monitoring instrumentation) required by the permit, copies of all reports required by this permit, and records of all data used to complete the application for this permit. These materials shall be retained at least three years from the date of the sample, measurement, report, or application unless otherwise specified by Department rule. c. Records of monitoring information shall include: i. the date, exact place, and time of sampling or measurements; ii. the person responsible for performing the sampling or measurements; iii. the dates analyses were performed; iv. the person responsible for performing the analyses; v. the analytical techniques or methods used; vi. the results of such analyses. 15. When requested by the Department, the permittee shall within a reasonable time furnish any information required by law which is needed to determine compliance with the permit. If the permittee becomes aware the relevant facts were not submitted or were incorrect in the permit application or in any report to the Department, such facts or information shall be corrected promptly. 3 B. Regulatory Section 1. All construction must be in accordance with this permit. Before commencing work on project changes for which a construction permit modification is required per 62- 555.536(1), the permittee shall submit to the Department a written request for a permit modification. Each such request shall be accompanied by one copy of a revised construction permit application, the proper processing fee and one copy of either a revised preliminary design report or revised drawings, specifications and design data. [F.A.C. Rule 62- 555.536] 2. Permitted construction or alteration of public water supply systems must be supervised during construction by a professional engineer registered in the State of Florida if the project was designed under the responsible charge of a professional engineer licensed in the State of Florida. The permittee must retain the service of a professional engineer registered in the State of Florida to observe that construction of the project is in accordance with the engineering plans and specifications as submitted in support of the application for this permit. [F.A.C. Rule 62- 555.520(3)] 3. If prehistoric or historic artifacts, such as pottery or ceramics, stone tools or metal implements, dugout canoe remains, or any other physical remains that could be associated with Native American cultures, or early colonial or American settlement are encountered at any time within the project site area, the permitted project should cease all activities involving subsurface disturbance in the immediate vicinity of such discoveries. The permittee, or other designee, should contact the Florida Depaitnient of State, Division of Historical Resources, Compliance and Review Section at 850.245.6333 or 800.847.7278, as well as the appropriate permitting agency office. Project activities should not resume without verbal and/or written authorization from the Division of Historical Resources and the permitting agency. In the event that unmarked human remains are encountered during permitted activities, all work shall stop immediately and the proper authorities notified in accordance with Section 872.05, Florida Statutes. 4. If delays will cause project completion to extend beyond the expiration date of this permit, the permittee shall submit to the Department a request to extend the expiration date of this permit including the appropriate processing fee. This request shall specify the reasons for the delay and shall be submitted to the Department for approval prior to the expiration date of this permit. Note that no specific construction permit shall be extended so as to remain in effect longer than five years. [F.A.C. Rule 62- 555.536(4)] 5. In accordance with General Condition #11 of this permit, this permit is transferable only upon Department approval. Persons proposing to transfer this permit must apply jointly for a transfer of the permit within 30 days after the sale or legal transfer of ownership of the permitted project that has not been cleared for service by the Department using form, 62- 555.900(8), Application for Transfer of a PWS Construction Permit along with the appropriate fee. [F.A.C. Rule 62- 555.536(5)] 6. This permit satisfies Drinking Water permitting requirements only and does not authorize construction or operation of this distribution system prior to obtaining all other necessary permits from other program areas within the Department, or required permits from other state, federal, or local agencies. 7. This permit is for CONSTRUCTION ONLY of the distribution system project. This permit shall not infer that the clearance necessary for connection will be granted. Any such clearance shall be granted only when the connection point has been permitted and cleared for use by the Department and the public water system to which the water main extension will be connected, has the capacity necessary to meet the design water demands of all customers to be served by the water main extension. Partial clearance may be granted, if required. 8. If gasoline contamination is found at the construction site, work shall be stopped and the proper authorities notified. With the approval of the Department, ductile iron pipe and fittings, and solvent resistant gaskets materials shall be used in the contaminated area. The ductile pipe shall be used in the contaminated area. The ductile iron pipe shall extend 100 feet beyond any solvent noted. Any contaminated soil that is excavated shall be placed on an impermeable mat, covered with waterproof covering, and held for disposal. If the site cannot be properly cleaned, then consultation with the Department is necessary prior to continuing with the project construction. 4 9. This permit does not constitute approval of construction on jurisdictional wetland areas; therefore such approval must be obtained separately from the Water Management District or from DEP ERP Section, as applicable, Permittee shall provide a copy of the permit approval to the Depai talent if water main installation involves activities on wetlands. C. Construction Standards 1. All products, including paints, which shall come into contact with potable water, either directly or indirectly, shall conform with National Sanitation Foundation (NSF) Intemational, Water Chemicals Codex, Food Chemicals Codex, American Water Works Association (AWWA) Standards and the Food and Drug Administration, as provided in Rule 62- 555.320(3), F.A.C. 2. Water supply facilities, including mains, pipe, fittings, valves, fire hydrants and other materials shall be installed in accordance with the latest applicable AWWA Standards and Department rules and regulations. The system shall be pressure and leak tested in accordance with AWWA Standard C600 C603, or C605, as applicable, and disinfected in accordance with AWWA Standard C651 -653, as well as in accordance with Rule 62- 555.340, F.A.C. 3. When any existing asbestos cement (AC) pipes are replaced under this permit, the permittee shall do so in accordance with the applicable rules of Federal Asbestos Regulation and Florida DEP requirements. For specific requirements applicable to AC pipes, the permittee should contact the Air and Waste Management section managers prior to commencing any such activities at 813.632.7600. Please be aware that a notification is required to be submitted to the Department for a regulated project. 4. Permittee shall maintain vertical clearance and horizontal separation between water mains and sanitary sewers, storm sewers, etc. unless approved otherwise by the Department, as provided in Rule 62- 555.314, F.A.C., and Section 8.6 of Recommended Standards for Water Works, a manual adopted by reference in Rule 62- 555.330(3), F.A.C. 5. Permittee shall ensure that there shall be no cross - connection with any non - potable water source in accordance with Rule 62- 555.360, F.A.C. 6. Approval to place the system into service shall not be granted until the public water system components permitted under RO WTP #1, FDEP Permit #0125966- 330 -DS /C have been constructed and the Department has cleared said components for placement into service. D. Operational Requirements 1. The supplier of water shall operate and maintain the public water system so as to comply with applicable standards in F.A.C. Rule 62 -550 and 62- 555.350. 2. The permittee shall have complete record drawings produced for the project in accordance with Rule 62- 555.530(4), F.A.C. 3. The permittee or suppliers of water shall telephone the State Warning Point (SWP), at 1.800.320.0519 immediately (i.e., within two hours) after discovery of any actual or suspected sabotage or security breach, or any suspicious incident, involving a public water system in accordance with the F.A.C. Rule 62- 555.350(10). E. Clearance Requirements 1. The permittee must instruct the engineer of record to request system clearance from the Department within sixty (60) days of completion of construction, testing and disinfecting the system. Bacteriological test results shall be considered unacceptable if the test were completed more than 60 days before the Department received the results. [F.A.C. Rule 62- 555.340(2)(c)] Permitted construction or alteration of a public water system may not be placed into service until a letter of clearance has been issued by this Department. [F.A.C. Rule 62- 555.345] 5 2. Prior to placing this project into service, Permittee shall submit, at a minimum, all of the following to the Department for evaluation and approval for operation, as provided in Rules 62- 555.340 and 62- 555.345, F.A.C.: 1) Clearance Form Submission of a fully completed Department of Environmental Protection (DEP) Form 62- 555.900(9) "Certification of Construction Completion and Request for a Letter of Clearance to Place a Public Drinking Water Facility into Service." 2) Bacteriological Results Copies of satisfactory bacteriological analyses taken from locations within the distribution system or water main extension to be cleared, in accordance with Rules 62- 555.315 (6), 62- 555.340 and 62- 555.330, F.A.C. and American Water Works Association (AWWA) Standard C 651 -92 as follows: • The endpoint of the proposed addition; • Any water lines branching off a main extension; • Every 1,200 feet of water main; • Each location shall be sampled on two separate days (at least 6 hours apart) with sample point locations and chlorine residual readings clearly indicated on the report and /or drawings; and • Bacteriological sample results will be considered unacceptable if the tests were completed more than 60 days before the Department receives the results. Modifications The permittee shall submit written notification to the Department before making modifications to the permitted project. The permittee may begin such changes seven days after providing notification unless they are advised otherwise by the department. Notification must include (a) description of the scope and purpose, (b) location of the change, and (c) assurance that the changes will comply with applicable requirements. Executed in Hillsborough County, Florida STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION f( Mauryn McDonald, Y.E. Water Facilities Program Administrator Southwest District Enclosures: Utilities Separation Requirements cc: Janine Alexander, P.E., REI, jmalexander(q reissing.com Bozhidar V. Handjiev, P.E., URS, bozho.handjieva,urs.com 6 ■r - IN M - - - - - - - IN MI - - M - I r LOCATION OF PUBLIC WATER SYSTEMS MAINS IN ACCORDANCE WITH F.A.C. RULE 62- 555.314 Other Pipe Horizontal Separation Crossings (1) Joint Spacing Crossings (Full Joint Centered) Storm Sewer, Stormwater Force Main, Reclaimed Water (2) Alternate 3 ft. minimum Water Main water Main 12 inches is the minimum, except for storm sewer, then 6 inches is the minimum and 12 inches is preferred ! ■ Water Main . 1 3 ft. minimum Vacuum Sanitary Sewer Alternate 3 8. i, Water Main Iwater Main I 111 Water Main .1 12 inches preferred 6 inches minimum I0 ft. preferred 3 ft. minimum w Gravity or Pressure Sanitary Sewer, Sanitary Sewer Force Main, Reclaimed Water (4) Alternate 6 ft. minimum Water Main 1 Water Main ' 12 inches is the minimum, except for gravity sewer, then . 6 itches is the minimum and 12 inches is pref rred _ w 10 ft. preferred 6 ft. minimum (3) 1 Water Main 1 On -Site Sewage Treatment & Disposal System 10 ft. minimtmn (1) Water main should cross above other pipe. When water main must be below other pipe, the minimum separation is 12 inches. (2) Reclaimed water regulated under Part I1I of Chapter 62 -610, F.A.C. (3) 3 ft. for gravity sanitary sewer where the bottom of the water main is laid at least 6 inches above the top of the gravity sanitary sewer. (4) Reclaimed water not regulated under Part III of Chapter 62 -610, F.A.C. Diadabaer_'rt<$ docamtat is provided for your eoareeMaee.else Pause reS,r to 1.A.0 Role 42.851311 lbr adddHorsteo Mredba srgad,umts. 1 THIS PAGE LEFT INTENTIONALLY BLANK FDOT UTILITY PERMITS Appendix.doc 9/27/2010 THIS PAGE LEFT INTENTIONALLY BLANK Call FDOT Construction Project Administrator a minimum of two weeks in advance of proposed working in the State Right of Way & All work within the State Right of Way must be coordinated and approved by the FDOT Project Administrator: Joe Blasewitz 727 -530 -7600 Pinellas Permits Office (727) 570-5101 Permit # 2012 -H -799 -243 FPN 256881- 1 -52 -01 15 040 000 SR 6o City of Clearwater Permittee shall notify TMC @ (813) 615 -8657 of the exact time any lane closure begins and a second phone call when the lane closure is removed. 1 1 1 1 1 1 1 1 1 1 RULE 14-46 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION UTILITY PERMIT 710 - 010-85 UTILITIES OGC - 08/10 PERMIT NO.: ;(0131.-14 -]99 - a 14 3 SECTION NO.: 15 01.-f 0 STATE ROAD 60 COUNTY Pinellas FDOT construction is proposed or underway. ® No Financial Project ID: • Yes Is this work related to an approved Utility Work Schedule? ® No If yes, Document Number: • Yes PERMITTEE: City of Clearwater ADDRESS: 100 S. Myrtle Avenue TELEPHONE NUMBER: (727) 562 - 4750 CITY /STATE /ZIP: Clearwater, Florida 33756 7a rd. Il lie I The above PERMITTEE requests permission from the State of Florida Department of Transportation, hereinafter called the FDOT, to constrict, operate and maintain the following: See Attachment 1.5) ` c ( rc 'Cy,,, l L, r W),-? i)17., 00 re / Le I w S I L) bA j (-t OP P FROM: See Attachment 1. itt,Af Li , 1 ` ° ( TO: See Attachment 1. "Alb 4 .'i 4 5 Submitted for the PERMITTEE by. Name and Company (Typed or Printed Legibly) Contact Information Address /Telephone /E -Mail (if applicable) Signature Date Bozhidar V. Handjiev, P.E. URS Corporation 7650 West Courtney Campbell Causeway, Tampa FI 33607 phone: 813 - 636 -2177, bozho.handjiev @urs.com / p �� / 1 1 1 1 1 1 1 1 1 1. The Permittee declares that prior to filing this application, the location of all existing utilities that it owns or has an interest in, both aerial and underground, are accurately shown on the plans and a letter of notification was mailed on September 14. 2012 to the following utilities known to be involved or potentially impacted in the area of the proposed installation: Progress Energy. Verizon. Brtahthouse. Knoloay. Clearwater Gas. Florida Gas Transmission. Pinellas County Utilities 2. The local Maintenance or Resident Engineer, hereafter referred to as the FDOT Engineer, shall be notified a minimum of forty eight (48) hours in advance prior to starting work and again immediately upon completion of work. The FDOT's Engineer is Brian A. Bennett. P.E. , located at 5211 Ulmerton Road. Clearwater. FL , Telephone Number 727- 570 -5101 The Permittee's employee responsible for MOT is T R Telephone Number (This name may be provided at the time of the forty eight (48) hour advance - notice prior to starting work). 3. All work, materials, and equipment shall be subject to inspection and approval by the FDOT Engineer. 4. All plans and installations shall conform to the requirements of the FDOT's UAM in effect as of the date this permit is approved by FDOT, and shall be made a part of this permit. This provision shall not limit the authority of the FDOT under Paragraph 8 of this Permit. 5. This Permittee shall commence actual construction in good faith within 180 days after issuance of permit, and shall be completed within 90 days after the permitted work has begun. If the beginning date is more than sixty (60) days from the date of permit approval, the Permittee must review the permit with the FDOT Engineer to make sure no changes have occurred to the Transportation Facility that would affect the permitted construction. 6. The construction and maintenance of such utility shall not interfere with the property and rights of a prior Permittee. 7. It is expressly stipulated that this permit is a license for permissive use only and that the placing of utilities upon public property pursuant to this permit shall not operate to create or vest any property right in said holder, except as provided in executed subordination and Railroad Utility Agreements. 8. Pursuant to Section 337.403, Florida Statutes, any utility placed upon, under, over, or along any public road or publicly owned rail corridor that is found by FDOT to be unreasonably interfering in any way with the convenient, safe, or continuous use, or maintenance, improvement, extension, or expansion, of such public road or publicly owned rail corridor shall, upon thirty (30) days written notice to the utility or its agent by FDOT, be removed or relocated by such utility at its own expense except as provided in Section 337.403(1), Florida Statutes, and except for reimbursement rights set forth in previously executed subordination and Railroad Utility Agreements, and shall apply to all successors and assigns for the permitted facility. 9. It is agreed that in the event the relocation of said utilities are scheduled to be done simultaneously with the FDOT's construction work, the Permittee will coordinate with the FDOT before proceeding and shall cooperate with the FDOT's contractor to arrange the sequence of work so as not to delay the work of the FDOT's contractor, defend any legal claims of the FDOT's contractor due to delays caused by the Permittee's failure to comply with the approved schedule, and shall comply with all provisions of the law and the FDOT's current UAM. The Permittee shall not be responsible for delay beyond its control. 10. In the case of non - compliance with the FDOT's requirements in effect as of the date this permit is approved, this permit is void and the facility will have to be brought into compliance or removed from the RNV at no cost to the FDOT, except for reimbursement rights set forth in previously executed subordination and Railroad Utility Agreements. This provision shall not limit the authority of the FDOT under Paragraph 8 of this Permit. 11. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the State's right, title and interest in the land to be entered upon and used by the Permittee, and the Permittee will, at all times, and to the extent permitted by law, assume all risk of and indemnify, defend, and save harmless the State of Florida and the FDOT from and against any and all loss, damage, cost or expense arising in any manner on account of the exercise or attempted exercises by said Permittee of the aforesaid rights and privileges. 12. During construction, all safety regulations of the FDOT shall be observed and the Permittee must take measures, including placing and the display of safety devices that may be necessary in order to safely conduct the public through the project area in accordance with the Federal MUTCD, as amended by the UAM. 13. Should the Permittee be desirous of keeping its utilities in place and out of service, the Permittee, by execution of this permit acknowledges its present and continuing ownership of its utilities located between see above and within the FDOT's R/W as set forth above. Whenever the Permittee removes its facilities, it shall be at the Permittee's sole cost and expense. The Permittee, at its sole expense, shall promptly remove said out of service utilities whenever the FDOT determines said removal is in the public interest. 14. In the event contaminated soil is encountered by the Permittee or anyone within the permitted construction limits, the Permittee shall immediately cease work and notify the FDOT. The FDOT shall notify the Permitee of any suspension or revocation of the permit to allow contamination assessment and remediation. Said suspension or revocation shall remain in effect until otherwise notified by FDOT 15. For any excavation, construction, maintenance, or support activities performed by or on behalf of the FDOT, within its R/W, the Permittee may be required by the FDOT or its agents to perform the following activities with respect to a Permittee's facilities: physically expose or direct exposure of underground facilities, Page 1 of 2 RJLE 14-46 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION UTILITY PERMIT 710 -010-85 UTILITIES OGC - 08/10 provide any necessary support to facilities and /or cover, de- energize or alter aerial facilities as deemed necessary for protection and safety. 16. Pursuant to Section 337.401(2), Florida Statutes, the permit shall require the permit holder to be responsible for damage resulting from the issuance of the permit. The FDOT may initiate injunctive proceedings as provided in s.120.69 to enforce provisions of this subsection or any rule or order issued or entered into pursuant thereto. 17. Pursuant to Section 337.402, Florida Statutes, when any public road or publicly owned rail corridor is damaged or impaired in any way because of the installation, inspection, or repair of a utility located on such road or publicly owned rail corridor, the owner of the utility shall, at his or her own expense, restore the road or publicly owned rail corridor to its original condition before such damage. If the owner fails to make such restoration, the authority is authorized to do so and charge the cost thereof against the owner under the provisions of s.337.404. 18. The Permittee shall comply with all provisions of Chapter 556, Florida Statutes, Underground Facilities Damage Prevention and Safety Act. 19. Special FDOT instructions: SEE ATTACHED It is understood and agreed that commencement by the Permittee is acknowledgment and acceptance of the binding nature of all the above listed permit conditions and special instructions. 20. By receipt of this permit, the Permittee acknowledges responsibility to comply with Section 119.07, Florida Statutes. 21. By the below signature, the Permittee hereby represents that no change to the FDOT's standard Utility Permit form, as incorporated by reference into Rule 14- 46.001, for this Utility Permit has been made which has not been previously called to the attention of the FDOT (and signified to by checking the appropriate box below) by a separate attached written document showing all changes and the written and dated approval of the FDOT Engineer. Are there attachments reflecting change /s to the standard form? ONO ❑ YES If Yes, pages are attached. PERMITTEE Robert Fahey, P.E. / Engineer Utility Manager SIGNATURE 2 ,k-..t DATE: t t- $_, z DATE: Name & Title of Authorized Permittee or Agent (Typed or Printed Legibly) APPROVED BY /r nj ,c, " 1/44,14.---e=' ISSUE �% 3 /ZcY DATE: �/1 1 (131:3 District Maintenance Engineer or Designee UTILITY PERMIT FINAL INSPECTION CERTIFICATION DATE: DATE WORK STARTED: DATE WORK COMPLETED: INSPECTED BY: ( Permittee or Agent) CHANGE APPROVED BY: DATE: District Maintenance Engineer or Designee I the undersigned Permittee do hereby CERTIFY that the utility construction approved by the above numbered permit was inspected and installed in accordance with the approved plans made a part of this permit and in accordance with the FDOT's current UAM. All plan changes have been approved by the FDOT's Engineer and are attached to this permit. I also certify that the work area has been left in as good or better condition than when the work was begun. PERMITTEE: SIGNATURE: DATE: Name & Title of Authorized Permittee or Agent (Typed or Printed Legibly) CC: District Permit Office Permittee Page 2 of 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ATTACHMENT 1 1. Water main reconnections on the north side of the SR 60 right -of -way and construction of an 8" potable water main running north in the existing Progress Energy easement. The proposed work is shown on Sheet CO2 and is located approximately 200 feet east of the intersection with Old Coachman Rd. The total length of the ductile iron 8" pipe in the S.R. 60 right -of -way is approximately 50 feet. The pipe will be installed via open cut and horizontal directional drilling. City of Clearwater Water Treatment Plant No.2 — Contract 2: Raw Water Transmission Main US 19 Crossing Project November 2012 1 FDOT Permit 2012 -H- 799 -243 Supplemental Instructions: 1. Be Aware: There is a proposed 4" Clearwater Gas main along the western curb line of the US19 southbound frontage road that is not shown in the plan and profile sheet of the permit application. The City should verify the vertical and horizontal location of the new 4" Gas main to ensure there is no conflict prior to construction. 2. The utility contractor shall follow the same lane closure restrictions that are included in the US 19 work plans for work on US19 and the frontage road. Please coordinate with the Construction Project Engineer Joe Blasewitz 727- 530 -7600. F.D.O.T. REQUIREMENTS PERMITTEE MUST COMPLY WITH THE FOLLOWING The Pinellas Maintenance Office must be notified 48 hours in advance of starting work in the F.D.O. T. right -of -way. Ph. (727) 570 -5101. NOTE: When installing multiple conduit lines of hich a portion is intended to be leased or sold to another utility company, the new Iesscc /owner must obtain an approved permit from the Department prior to occupancy. Refer to CURRENT I ANI. Digging Without knowing where it's safe to dig can cause tremendous damage, affecting your electric, telephone, cable television, water, sewer and gaff service outages or even loss of life! if you're doing any digging within the state of Florida, state law requires you to notify Sunshine State One Cal] of Florida (SSOCOF) two business days before you die. 1- 800 -432 -4770 This is a free service to help keep Florida safe! http://callsunshine.com/corp/index.html It is the responsibility of the permittee to determine and comply with all county and municipal ordinances that relate to the constriction or other activity as described on this permit. Some ordinances are snore stringent than the Department of Transportation requirements. Ali construction and/ /or maintenance of utility equipment located in the F.D.O.T. Right -of -Way must conform to the Federal Manual on Uniform Traffic Control Devices (MUTCD), the F.D.O.T. roadway and traffic design standards and the standard specifications for road and bridge construction. Certified density reports are required on all backlill work within shoulder points of roadway and must he submitted to the F.D.O.T., Pinellas Maintenance Office. This permit does not authorize the construction of any new sidewalk or drainage connections in the F.D.O.T. right -of -way. A copy of this approved permit, including all plans, must be maintained on the job site before work commences in the F.D.O.T. right -of -way and must be made available during constructioniraintenance. NOTE: Any sidewalk disturbed will be replaced by section within 72 hour, to F.D.O.T. specifications. If construction, reconstruction, repair, or maintenance activity necessitates the closing of one or more travel lanes of any road on the state primary, county road, or city street system, for a period of time exceeding two hours, the party performing such work will be responsible to give notice to the appropriate local law enforcement agency which has jurisdiction, where such road is located, prior to commencing work on this project. 335.15 F.S. 7/86; 336.07 F.S. 7/R6. F.D.O.T. UTILITY PERMIT # 2012 -14- 799 -242 #19 SPECIAL INSTRUCTIONS: 1) NO LANE CLOSURES ARE ALLOWED WITHOUT 48 HR. NOTIFICATION AND PRIOR APPROVAL BY THE F.D.O.T. INSPECTOR. 2) LANE CLOSURES IF NEEDED MUST BE DONE AT NIGHT BETWEEN 8:00 P.M. TO 5:30 A.M. MONDAY THRU THURSDAY. DAY TIME CLOSURES MAY BE CONSIDERED WITH LANE CLOSURE CALCULATIONS TO SUPPORT OTHER HOURS OF OPERATIONS. NO CLOSURES ALLOWED DURING WEEKS OF STATE & FEDERAL HOLIDAYS. 3) OPEN CUT OF ROADWAY PAVEMENT IS ALLOWED ONLY AT LOCATIONS SHOWN ON THE APPROVED PLANS. 4) A CERTIFIED WORK SITE TRAFFIC CONTROLS SUPERVISOR, APPOINTED BY THE PERMITTEE, MUST BE ON SITE TO OVERSEE SET UP AND MAINTENANCE OF APPROVED MAINTENANCE OF TRAFFIC (MOT) PLANS (SEE ATTACHED PLAN). A COPY OF THE WORK SITE SUPERVISOR'S CERTIFICATION MUST BE PROVIDED TO THE F.D.O.T. INSPECTOR UPON 48 HR. WORK START NOTIFICATION. ORANGE Ri':'I.ECTIVE sAli 1F.! V` 1'1 S't 5 \11;S'i BF \\t)R\ I', y` ALL 1'F RSOvS INVA)Ly ;A) %1'I 111 1 IItti `I.IZIII IN "1'Iif; til 11E RI(;i1I'- OF -1V' i\ . 5) ROADWAY RESTORATION WILL UTILIZE 100 PSI EXCAVAT'1BLE FLOWABLE; FIAT.. AND asphalt placed within the State Right of Way shall be placed "Full Depth ", (2) 3" lifts of SP 12.5, (2) 2" lifts of SP 9.5. Typical sections will need to be provided within the plans for the pavement placement. MILL AND RESURFACE 'TIIE ROADWAY 50 FEET EITHER SIDE OF THE CENTER LINE OF THE ASPHALT PATCH 28 DAYS AFTER INSTALLATION 6) THE CONTRACTOR SHALL HAVE A RESPONSIBLE PERSON AVAILABLE AT OR REASONABLY NEAR THE WORK SITE ON A 24 - HOUR BASIS, 7 DAYS A WEEK, IN ORDER THAT THEY MAY BE CONTACTED IN EMERGENCIES AND IN CASES WHERE IMMEDIATE ACTION MUST BE TAKEN TO MAINTAIN TRAFFIC OR TO HANDLE ANY OTHER PROBLEMS THAT MIGHT ARISE. THE CONTRACTOR'S DESIGNATED PERSON SHALL SPEAK AND UNDERSTAND ENGLISH. (REFERENCE SECTION 5 -8.3 OF THE CURRENT STANDARD SPECIFICATIONS). 7) ANY SIDEWALK AND /OR DRIVEWAYS DISTURBED ARE TO BE RESTORED AS WORK CONTINUES. MAINTAIN INGRESS /EGRESS ON ALL DRIVES AND SIDE STREETS DURING CONSTRUCTION. SIDEWALK TO BE SAW CUT OR TOOLED AT 5' INTERVALS. EXPANSION REQUIRED AT ALL COLD JOINTS (6" MIN. THICKNESS ON POURS, 5' WIDE, FDOT CLASS I NON - STRUCTURAL 3000PSI CONCRETE MIN.) ALL SIDEWALK CONSTRUCTED ON STATE RIGHT OF WAY SHALL MEET A.D.A. FEDERAL STANDARDS, FDOT SECTION 522 (CURRENT STANDARD SPEC ROAD /BRIDGE CONSTRUCTION), AND APPLICABLE DOT INDICES (Index 304 HANDICAP RAMPS, AND 515 CONCRETE SLOPE). 8) ALL SIDEWALK CURB RAMPS SHALL HAVE DETECTABLE WARNING SURFACES (TRUNCATED DOMES) AS PER FDOT STANDARD SPECIFICATIONS 527 & STANDARD INDEX 304. 9) ANY DISTURBED AREA IN FDOT ROW SHALL BE RESTORED TO EQUAL OR BETTER THAN THE PRE - EXISTING CONDITION. 10) SOD ADJACENT TO SIDEWALK SHALL BE PLACED FLUSH WITH THE TOP OF THE SIDEWALK. H: \PERMITS \NEW INSERTS \OPEN CUT & BORE INSERT -1.DOC F.D.O.T. UTILITY PERMIT # 2012-11-799-243 #19 SPECIAL INSTRUCTIONS: CONTINUED 11) STOCK PILING OF MATERIALS IN THE RIGHT OF WAY IS NOT ALLOWED. 12) ALL BORE AND RECEIVE PITS ARE TO BE SHEETED, BRACED OR PROPERLY SLOPED AS NEEDED. 13) A SUBSURFACE SOIL AND DRAINAGE REPORT IS REQUIRED ON BORES INVOLVING CASINGS > 6 INCHES IN DIAMETER OR AS REQUESTED BY F.D.O.T. (PERMITTEE MAY DESIGN THE BORE CROSSING FOR 10 TIMES THE MAX BORE DIAMETER IN DEPTH, TO WAIVE A SUBSURFACE SOIL REPORT UNLESS REQUESTED BY FDOT). 14) DIRECTIONAL BORE EQUIPMENT USED MUST BE APPROVED BY F.D.O.T. (SEE ATTACHED). CONTRACTORS USING BORE EQUIPMENT MUST BE PROPERLY TRAINED TO OPERATE SUCH MACHINERY BEFORE WORKING IN THE STATE RIGHT -OF -WAY. THE MINIMUM DEPTH COVER ON THE 2.INCH BORE PARALLEL ROADWAY IS 3 FEET 0 INCHES. MAINTAIN A MINIMUM OF 24INCHES CLEARANCE FROM OTHER UTILITIES AND STORM DRAIN STRUCTURES. PRE - REAMING MUST BE IMPLEMENTED PRIOR TO PULLBACK. 15) ALL DIRECTIONAL BORES MUST BE SCHEDULED AND PERFORMED AS A CONTINUOUS OPERATION UNTIL COMPLETE. 16) THE LOCAL GOVERNMENT MUST HAVE A REPRESENTATIVE ON SITE AT ALL TIMES WHILE BORING OPERATIONS ARE IN PROGRESS IN THE STATE RIGHT OF WAY. 17) IF THE BORE OPERATION IS DEEMED UNSUC:SESSFUL BY THE F.D.O.T. AREA MAINTENANCE ENGINEER,TIIE PROPOSED UTILITY WILL BE GROUTED AND ABANDONED. THE FOLLOWING ARE EXAMPLES BUT NOT LIMITED TO, MECHANICAL FAILURE PREVENTING THE COMPLE'T'ION OF THE PULLBACK IN A TIMELY MANNER, IMPASSABLE OBSTRUCTION, SETTLEMENT OR HEAVING OF THE STATE ROAD. 18) THE PERMITTEE WILL TAKE ALL MAINTENANCE RESPONSIBILITIES FOR A PERIOD OF ONE YEAR AFTER COMPLETION OF CONSTRUCTION. 19) NO WORK SHALL BE PERFORMED DURING THE WEEKS OF ANY STATE OR FEDERAL HOLIDAYS. 20) FOR WORK NOT INVOLVING LANE CLOSURES, PERMITTEE & CONTRACTOR SHALL FOLLOW THE STANDARD WORK SCHEDULE OF MONDAY THROUGH FRIDAY 7:00 AM - 5:30 PM WHILE WORKING WITHIN THE STATE RIGHT OF WAY UNLESS OTHER WISE NOTED WITHIN THE PERMIT. DEVEATIONS SHALT.. BE REQUESTED BY THE PERMITTEE IN WRITING WITH JUSTIFICATIONS IN ADVANCE OF THE PROPOSED CHANGE. THE DEPARTMENT OF TRANSPORTATION RESERVES THE RIGHT TO MAKE ADJUSTMENTS TO ANY PERMITTED METHOD OF INSTALLATION, SCOPE, RESTORATION AND PUBLIC SAFETY THAT ARISE DUE TO UNFORSEEN CONDITIONS DURING CONSTRUCTION. H: \PERMITS \NEW INSERTS \OPEN CUT & BORE INSERT -1.DOC F.D.O.T. UTILITY PERMIT # 2012 -H -799 -242 PORTIONS OF THE REQUIREMENTS LISTED BELOW, ARE IN ADDITION TO THOSE OUTLINED IN THE CURRENT DEPARTMENT'S UTILITY ACCOMMODATION MANUAL. THESE REQUIREMENTS, ARE SUBJECT TO CHANGE WITHOUT NOTIFICATION AND DO NOT EXEMPT THE PERMITTEE OF LIABILITY FOR DAMAGES THAT OCCUR AS A RESULT OF THE UTILITY INSTALLATION AND /OR MAINTENANCE. NO PART OF THE PAVEMENT IS TO BE OBSTRUCTED DURING THE INSTALLATION OR MAINTENANCE OF THIS UTILITY. ALL ABOVE GROUND APPURTENANCES MUST BE PLACED AS CLOSE TO THE RIGHT -OF- WAY LINE AS PRACTICAL. TEMPORARY STORAGE OF CONSTRUCTION EQUIPMENT AND MATERIALS (I.E., POLES, CABLE, PIPE, ETC.), TO BE USED IN THE CONSTRUCTION/MAINTENANCE OF THE UTILITY, IS PROHIBITED IN THE DEPARTMENTS RIGHT -OF -WAY PRIOR TO PERMIT ISSUANCE. STORAGE IS LIMITED TO A 30 -DAY PERIOD, PROVIDED THAT SUCH STORAGE DOES NOT OBSTRUCT VISUAL DISTANCE REQUIREMENTS. OFFSET DISTANCE REQUIREMENTS MUST BE MET, AS SPECIFIED IN THE UTILITY ACCOMMODATION MANUAL. TEMPORARY STORAGE OF TRENCH EXCAVATION MATERIAL IS NOT PERMITTED WITHIN 12 FEET OF THE PAVEMENT EDGE. STORAGE IS NOT TO EXCEED 7 CALENDAR DAYS. OFFSET DISTANCE REQUIREMENTS MUST BE MET, AS SPECIFIED IN THE UTILITY ACCOMMODATION MANUAL. A DEPARTMENT OF TRANSPORTATION PERMIT INSPECTOR MUST BE PRESENT DURING ALL APPROVED UTILITY PERMIT MECHANICAL BORE OPERATIONS. UTILITY POLES, APPROVED FOR INSTALLATION BY THIS PERMIT, ARE NOT TO EXCEED 24 INCHES IN DIAMETER. ALL TRENCHES MUST BE BACKFILLED IN ACCORDANCE WITH THE STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. ANY DRIVEWAY CONNECTION WHICH IS TO BE DISTURBED AS A RESULT OF THIS APPROVED UTILITY PERMIT INSTALLATION, THE DEPARTMENT RECOMMENDS FOR THE PROTECTION OF THE PERMITTEE THAT PHOTOS BE FILED WITH THE DEPARTMENT SHOWING THE ORIGINAL CONDITION OF THE DRIVEWAY. THE PERMITTEE IS RESPONSIBLE FOR FILING PERMIT APPLICATIONS WITH THE PROPER MUNICIPAL AGENCY BEFORE CROSSING ANY SECONDARY ROADWAYS OWNED BY THE CITY OR COUNTY WHICH CONNECT TO STATE ROADS BEING AFFECTED BY THIS PERMIT. THE PERMITTEE IS RESPONSIBLE, DURING AND FOLLOWING THE UTILITY INSTALLATION, FOR WATER QUALITY WHERE THE UTILITY IS BEING INTRODUCED TO DEPARTMENT OWNED DRAINAGE FACILITIES. THE DEPARTMENT RETAINS THE RIGHT TO VOID THIS PERMIT AND REQUIRE REMOVAL OF ALL DRAINAGE CONNECTIONS IF THE QUALITY OF WATER IS NOT MAINTAINED WITHIN LIMITATIONS ESTABLISHED BY THE DEPARTMENT OF POLLUTION CONTROL OR OTHER APPROPRIATE GOVERNMENTAL AGENCIES. THE PERMITTEE IS RESPONSIBLE FOR SUBMITTING A STORM WATER POLLUTION PREVENTION PLAN AND NOTICE OF INTENT TO THE F.D.O.T. DISTRICT PERMIT OFFICE OR LOCAL MAINTENANCE OFFICE WITHIN 48 HOURS OF COMMENCING CONSTRUCTION, IN ACCORDANCE WITH THE CODE OF FEDERAL REGISTER (40 CFR 122.26)INCORPORATING THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM AS DOCUMENTED IN THE SEPTEMBER 25, 1992 ISSUE OF THE FEDERAL REGISTER, PART 3, VOLUME 57, NUMBER 187. H:\PERMITS \NEW INSERTS \OPEN CUT & BORE INSERT -1.DOC Photo 1 — SR60 approximately 200 feet east of the intersection with Old Coachman Rd. Looking North across State Road 60. All work will be executed on the north side of SR60 where the group of trees is located. City of Clearwater Water Treatment Plant No.2 — Contract 2: Raw Water Transmission Main US 19 Crossing Project November 2012 2 rwater Engineering Department 100 S. Myrtle Avenue, Clearwater, Florida 33756 WATER TREATMENT PLANT NO.2 - CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT (10- 0039 -UT) OLDSMAR \\\t..\;.1 I11 I H 4/4 ,,,A , , ?,' E N se- / ✓ ' i,, -3 j TE , B2 -H -7�R -211 �•0 STA / ,' ,',, ft./0. NM- \\ \` 1/i/1I 1 111110 OUNNOIN SAFETY MAROON CITY OFFICIALS George N. Cretekos Doreen Hock - DiPolito Jay Polglaze Bill Jonson Paul F. Gibson William B. Horne II Mayor Seat 1 Councilmember Seat 2 Councilmember Seat 3 Councilmember Seat 4 Councilmember Seat 5 City Manager Tracy Mercer Public Utilities Director Water Treatment Plant No. 2 Approved By Date Approved CI Il ENGINEER blICIIAI.I Plan Set No. 2012024 4 0 0 DRAWING INDEX SHEETIDRAWING DESCRIPTION GENERAL 001 001 COVER SHEET 002 CO2 DRAWING INDEX 003 603 GENERAL NOTES 004 604 LEGEND AND ABBREVIATIONS CIVIL 005 COI PIPELINE DRAWING KEY PLAN 006 CO2 COACHMAN ROAD PLAN AND PROFILE (STA. 299 +80 TO STA, 305 +80) 007 CO3 COACHMAN ROAD PLAN AND PROFILE (STA. 205 +80 TO STA, 311 +80) 008 C04 COACHMAN ROAD PLAN AND PROFILE (STA. 311 +80 TO STA. 315 +80) 009 COS BAYPARK APARTMENTS PLAN AND PROFILE (STA. 319 +80 TO STA. 325 +80) 010 CO6 MID —BLOCK UTILITY EASEMENT PLAN AND PROFILE (STA. 325 +80 TO STA. 329 +80) Olt C07 US 19 CROSSING AT MID —BLOCK UTILITY EASEMENT PLAN AND PROFILE (STA. 329 +80 TO STA 334 +80) 012 COB BACK DOOR UTILITY EASEMENT PLAN AND PROFILE (STA. 439 +80 TO STA. 445 +80) 013 C09 BACK DOOR UTILITY EASEMENT PLAN AND PROFILE (STA. 442 +80 TO STA. 447 +80) 014 010 BACK DOOR UTILITY EASEMENT AND PROFILE (STA 445 +80 TO STA. 451 +80) 015 011 DREW STREET PLAN AND PROFILE (STA 399 +80 TO STA. 405 +80) 016 C12 DREW STREET PLAN AND PROFILE (STA 405 +80 TO STA. 411 +80) 017 C13 DREW STREET PLAN AND PROFILE (STA 411 +80 TO STA 417 +80) 018 C14 DREW STREET PLAN AND PROFILE (STA. 417 +80 TO STA. 423+80) 019 015 DREW STREET, MIDBLOCK & BACK DOOR UTILITY EASEMENT CROSS SECTION 020 C16 BACK DOOR UTILITY EASEMENT CROSS SECTION 021 C17 CIVIL DETAILS 022 C18 CIVIL DETAILS 023 C19 CIVIL DETAILS 024 C20 WATER DETAILS 025 C21 EROSION CONTROL DETAILS 026 C22 EROSION CONTROL DETAILS 027 023 MAINTENANCE OF TRAFFIC 028 C24 MAINTENANCE OF TRAFFIC 100% DRAWINGS imam Ia. newel teuell DMA Ott Deeele wow. n anent et 6ant ou r C•. 100% DRAWINGS 13:90% DRAWINGS A 60% DRAWINGS REVISION JRS 11/30/12 B /1/12 5/B/12 JRS JRS By wa CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 100 S Myrtle Ave Cleerrreler, Fl 33768 WATER TREATMENT PLANT NO. 2 - CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT DRAWING INDEX \\`��a� 1Hq �'''% P`GENS�N� 002 1 1 1 t 1 t 1 C2 O 15 C NERAI NATES: LOCATIONS. ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES ARE SHORN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS, BUT DO NOT PURPORT TO BE ARSOLUTELT CORRECT. THERE MAY BE OTHER IMPROVEMENTS. UTILITIES, ETC. WHICH ARE WITHIN THE PROJECT AREA AND WHICH HAVE BEEN INSTALLED AND CONSTRUCTED ONCE THE PREPARATION OF THESE PLANS THE CONTRACTOR SHALL VERIFY, PRIOR TO CONSTRUCTION, THE LOCATIONS, ELEVATORS. ANO DIMENSIONS OF ALL EXISTING uTLITIES, STRUCTURES AND OTHER FEATURES (WHETHER OR NOT SHOWN ON THE PLANS) AFFECTING THIS WORK PRIOR TO COMMENCEMENT OF CONSTRUCTION ANY DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER PRIOR TO IMPLEMENTATION 2 THE INFORMATION PROVIDED IN THESE PLANS IS SOLELY 10 ASSIST THE CONTRACTOR IN ASSESSING THE NATURE AND EXTENT OF THE EXISTING CONDITIONS MICR MAY BF ENCOUNTERED WRING THE COURSE OF WORK ALL CONTRACTORS ARE DIRECTED, PRIOR TO BIDDING, TO CONDUCT WHATEVER INVESTIGATION NECESSARY TO DETERMINE THE ACTUAL CONDITIONS THAT PILL BE ENCOUNTERED 3 THE CONTRACTOR SHALL NOTIFY THE DINNER'S PROJECT REPRESENTATIVE IMMEDIATELY MIEN CONFUCTS BETWEEN DRAWINGS AND ACTUAL CONDITIONS ARE DISCOVERED 4 EDITORS UTILITIES TO INDIVIDUAL PROPERTIES ARE NOT SHORN ON tit DRAWINGS THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD LOCATING AND PROTECTING ALL SERVICES AND FOR MAINTAINING THEM AT ALL TIMES CONTRACTOR SHALL CONFIRM LOCATION (VERTICAL k HORIZONTAL) OF ALL POTABLE WATER SERVICE LINES & WASTEWATER MANS OR OTHER EXISTING UTILITIES WITHIN THE PROJECT CORRIDOR PRIOR TO EXCAVATING AND /OR DIRECTIONAL GRILLING S. IT SHALL BE THE CONTRACTOR'S RESPONSIHILITY TO LOCATE, PROTECT, AND SUPPORT ALL EXISTING UTLITES ON THIS PROJECT. CONTRACTOR SHALL COORDINATE MTH ALL OTHER UTILITY OWNERS FOR THE RESOLUROI OF CONFLICTS ANY COSTS INCURRED SHALL BE BORNE NY THE CONTRACTOR AND NO CLAIMS MAY BE MADE AGAINST THE PROJECT OWNER FDIT THESE CONFLICTS. 6 ANY DAMAGE CAUSED BY THE CONTRACTOR'S WORK SHALL BE REPLACED OR REPAIRED SOLELY AT THE CONTRACTOR'S EXPENSE. 7 THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH ALL JURISDICTIONAL BODIES AND UTILITY COMPANIES WITHIN THE WORK LIMITS THE CONTRACTOR SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES IN ORDER TO PERMIT THE LOCATION OF EXISTING UNDERGROUND DRUPES IN ADVANCE OF CONSTRUCTION CONTACT UTILITIES NOTIFICATION CENTER AT ell. THE CONTRACTOR SHALL NOT BE COMPENSATED FOR ANY DELAYS DUE TO HIS FAILURE TO LOCATE ALL EXISTING UTILITIES PRIOR TO (AND AHEAD OF) PLANNED CONSTRUCTION AREAS. B. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR TO FINAL BASE AND PAVEMENT CONSTRUCTION (AS APPLICABLE) 9 IT 15 THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUREMENTS SPECIFIED BY THE VARIOUS GOVERNMENTAL AGENCIES AND THE ENGINEER AND TO SECURE ANY ADDITIONAL PERMITS THAT ARE REOOREO THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS. 10 SOD ALL AREAS LEFT BARREN AND OR DISTURBED RV CONSTRUCTION IN ACCORDANCE MTH THE TECHNICAL SPECIFICATIONS II TYPE OF SOD USED TO RESTORE OWNER- MAINTAINED AREA IN 01011 OF WAY SHALL BE COORDINATED WITH THE OWNER 12 THE CONTRACTOR SHALL REPLACE ALL PAVING, STABILIZED EARTH, CURBS, DRIVEWAYS, SIDEWALKS, ETC. NTH NATURALS OF THE SAME TYPE OR BETTER THAN THAT REMOVED DURING CONSTRUCTOR 13. EXISTING PLANT MATERIAL MINN AFFECTED LANDSCAPED AREAS SHALL BE CAREFULLY REMOVED, POTTED AND PROPERLY STORED AND MAINTAINED FOR SUBSEQUENT REPLANTING UPON COMPLETION OF WORK IN THE AREA. REMOVED PLANTS OR THEIR REPLACEMENTS AS NECESSARY SHALL BE REPLANTED, FERTILIZED AND WATERED II A REGISTERED LAND SURVEYOR (FLORIDA LICENSED PSI) Al THE CONTRACTOR'S EXPENSE SHALL RESET ALL SECTION CORNERS OR PROPERTY CORNERS DISLOCATED OR DISTURBED BY THE CONSTRUCTION ACTIVITIES IS. PIPE LENGTHS SHOWN ON THE PLANS ARE APPROXMATE ACTUAL LENGTHS ARE TO BE DETERMINED BY THE CONTRACTOR DURING CONSTRUCTION I6 ALL EXISTING AND NEW VALVES. VALVE BOXES, AND MANHOLES SHALL BE PROTECTED AND ADJUSTED TO FINISHED GRADE AS SHOWN ON THE PLANS ALL VALVES AND VALVE BOXES SHALL REMAIN ACCESSIBLE AT ALL TIRES ALL VALVES THAT MIGHT BE COVERED DURING CONSTRUCTOR SHALL BE MARKED WITH A MARKER (GREEN FOR SEWER, BLUE FOR WATER AND PURPLE FOR REUSE) THAT IS A MIN. OF 4 FEET ABOVE GRADE. CONTRACTOR TO COORDINATE VALVE CONTROL MTH THE INSPECTOR. ALL VALVES UNDER CONSTRUCTION ARE TO REMAIN CLOSED DURING CONSTRUCTOR 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL O ANY UNSUITABLE MATERIAL FROM HIS OPERATOR FURNISHING AND COMPACTING SUITABLE REPLACEMENT BACNFILL MATERIAL SHALL BE IN ACCORDANCE MTH ALL FEDERAL, STATE, AND LOCAL REGULATIONS IB THE CONTRACTOR IS RESPONSIBLE FOR PROPER NOTIFICATION OF INSPECTING AUTHORITIES BEFORE AND DURING CONSTRUCTION. PINELLAS COUNTY R/W CONSTRUCTION NOTES; I THE EXISTING ROADWAY PAVEMENT IS NOT TO BE OPEN CUT OR DISTURBED ALL UTILITY CROSSINGS SHALL BE BY DIRECTIONAL ORAL PER MDT UTILITIES ACCOMMUDATON MANUAL 2 ALL PROPOSED WORN MUST COMPLY MTH THE FOOT 'ROADWAY PLANS PREPARATION MANUAL" (I.E. PPM). 3 ALL RICHT -OF-WAY INSTALLATIONS WILL BE IN ACCORDANCE MTH PRACTICES REFERENCED IN THE STATE OF FLORIDA UTILITIES ACCOMMODATIONS MANUAL 4 ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET DOM IN PINELLAS COUNTY LAND DEVELOPMENT. ZONING AND /OR RELATED ORDINANCES, AND MINIMUM TESTING FREQUENCY REQUIREMENTS. 5. SIGN AND BARRICADES SHALL BE IN ACCORDANCE NTH THE U S DEPARTMENT OF TRANSPORTATION'S 'MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES" AND THE FLORIDA DEPARTMENT OF TRANSPORTATION'S 'ROADWAY AND TRAFFIC DESIGN STANDARDS" INDEXES 600 THROUGH 670 (LATEST EDITIONS) 6 SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT ALL TIMES 7 ANY SIDEWALK MICH BECOMES UNDERMINED MUST BE REMOVED AND REPLACED SIDEWALKS ARE TO BE RECONSTRUCTED WITHIN THREE (3) DAYS AFTER REMOVAL. MEN EXISTING SIDEWALK IS REMOVED, TT 15 TO RE REMOVED TO THE NEAREST JOINT B INSTALLATIONS INVOLVING CONCRETE AND ASPHALT DRIVEWAY. IN 0000 CONDITION, MUST BE ACCOMPLISHED BY JACK AND BORE OR POSITING NO JETTING WILL BE ALLOWED 9 COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH AASHTO T -99 (1000) 10 DISTURBED AREA NTHIN THE RIGHT -0E-WAY PILL BE COMPACTED TO 100% O TANNIN DENSITY AND S00050 11 DO NOT DISTURB EXISTING UNDERDRAIN OR STORM SYSTEMS IF FILTRATION BED IS DISTURBED. CONTACT THE AREA INSPECTOR WITH THE PINELLAS COUNTY HIGHWAY DEPARTMENT AT 464 -8900 FDR ASSISTANCE I2 RESTORATION OF CURB. STREET, DRIVEWAYS AND P1 AF,EMENI OF SOD SHALL BE LHUUPLETD 1111Ott 10 EXCAVATION STARTING IN ANOTHER AREA BY SAME CONTRACTOR PAWLR Br: 100% DRAWINGS JDRAWN B., 13 NO STOCKPILING OF MATERIAL IN ROADWAY OR ON SIDEWALK; ALL DIRT AND OEBRIS HILL BE REMOVED FROM JOB SITE DAILY, ROADS AND SIDEWALKS TO BE SWEPT DAILY AS PART OF DAILY CLEAN -DP 14 ANY PORRON Of THE ROADWAY THAT SUSTAINS EXCESSIVE CONSTRUCTION RELATED DAMAGE. IN THE OPINION OF PINELLAS COUNTY HIGHWAY DEPARTMENT, SHALL BE REPAIRED AT CONTRACTOR EXPENSE IN A MANNER SPECIFIED BY PINELLAS COUNTY HIGHWAY DEPARTMENT. 15 PRIOR TO COMMENCEMENT O WORK AND /OR PRIOR TO START OF RESTORATION, COORDINATE THROUGH A WALK - THROUGH' WITH PINELLAS COUNTY HIGHWAY DEPARTMENT REPRESENTATIVE TO ENSURE MUTUAL AGREEMENT REGARDING SUCH MATTERS AS EXTENT OF ROADWAY TO BE OVERLAID AFTER PATCHING, THE EXTENT OF DRIVEWAY REPLACEMENT - ESPECIALLY CONCRETE, ETC 16 UTILITY INSTALLATIONS AND DORE PIT EXCAVATIONS SHALL NOT OCCUR WITHIN 5 FEET OF THE EDGE OF PAVEMENT ALONG ANY PINELLAS COUNTY MAINTAINED ROADWAY. 17 SIDEWALK CURD RAMPS DISTURBED BY THIS CONSTRUCTION SHALL BE REPLACED PER FOOT INDEX 1304 IB. THE PERMITTEE'S ATTENTION IS DIRECTED TO THE PROVISIONS OF THE TRENCH SAFETY ACT (FLORIDA STATUTES, SECTION 553 DO ET SEO) AND THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION EXCAVATION SAFETY STANDARDS (29 CFR SECTION 1926.650, SUBPART B) WHICH SHALL APPLY TO CONSTRUCTION, OPERATION AND MAINTENANCE PURSUANT TO THIS PERMIT. 19. TYPE OF SOD USED TO RESTORE OWNER- MAINTAINED AREA IN RICTIT -Of -WAY SHALL BE COORDINATED WITH OWNER 20 NO STREET SHALL BE CLOSED WITHOUT THE WRITTEN PERMISSION O THE PINELLAS COUNTY TRAFFIC DIVISION AT LEAST 4B HOUR ADVANCE COORDINATION IS REQUIRED DI THE RESTORATION OF PAVEMENT OPEN CUTS SHALL BE IN ACCORDANCE NTH PC INDEX 11291 UTILIZING THE FLOWABLE FILL OPTON (SEE DETAIL ON PLANS) 22 THE ROADWAY PAVEMENT SHALL BE MILLED AND RESURFACED LIMITS TO BE MINIMUM 25 FEET TO EACH SIDE OF THE DISTURBED AREA FOR A FULL LANE WIDTH FOR EACH LANE IMPACTED, 23 LANE CLOSURES SHALL NOT OCCUR DURING THE PEAK HOUR PERIODS OF 7.00 AM TO 9:00 AM AND 4:00 PM TO 7:00 P1.1 TRANSMISSION MAIN SYSTEM NOTES: C7ONSTRUC11ON. 1 COMBINATION AIR VALVE LOCATIONS ARE APPROXIMATE CONTRACTOR TO LOCATE AIR VALVE Al HIGH POINT ALONG PIPELINE BASED ON ACTUAL CONSTRUCTED PROFILE. 2 ALL PVC PIPING SHALL CONFORM TO ARRA STANDARD CSOO OR C909 AND HAVE A MAXIMUM DIMENSION RATIO OF ITT ALL HOPE PIPING SHALL CONFORM TO AMA 0906 AND HAVE AN OUTSIDE DIAMETER EQUAL TO DIP PIPE FOR THE SAME SIZE AND A MINIMUM DIMENSION RATIO OF 11, UNLESS OTHERWISE NOTED PIPE SHALL HAVE A MINIMUM PRESSURE RATING OF 150 PSI 3 ALL TRANSMISSION MAINS SHALL BE RESTRAINED JOINT (MJ) AND INSTALLED BY DIRECTIONAL DRILL METHOD WHERE POSSIBLE OR UNLESS SHOWN OTHERWISE ON THE DRAWINGS CONTRACTOR SHALL RESTRAIN PIPE AND FITTINGS IN ACCORDANCE NTH THE RESTRAINT TABLE SHOWN ON THE DETAIL SHEETS CONTRACTOR TO RESTRAIN EXISTING PIPE MERE REQUIRED IN ACCORDANCE NM THE RESTRAINT TABLE CONTRACTOR SHALL USE RESTRAINED JOINTS ONLY; NO CONCRETE THRUST FLOCKS OR THRUST COLLARS SHALL BE PERMITTED 4 COORDINATE TIE -INS TO EXISTING CITY MAINS MTH CITY PERSONNEL EXISTING VALVES SHALL BE OPERATED BY THE CITY Of CLEARWATER CONTRACTOR SHALL RE RESPONSIBLE FOR DRONING EXISTING MAINS AS NEEDED S. ALL PIPE SHALL BE PRESSURE TESTED AND LEAK TESTED IN ACCORDANCE MTH AWWA STANDARD C -600 AND THE SPECIFICATIONS 6. DURING CONSTRUCTION WHENEVER ANY PIPELINE IS LEFT UNATTENDED, TEMPORARY PLUGS SHALL BE INSTALEEO AT ALL OPENINGS. TEMPORARY PLUGS SHALL BE WATER TIGHT, AND OF SUCH DESIGN TO PREVENT ENTRY INTO THE PIPE 7 SEPARATIONS: A HORIZONTAL SEPARATION OF 3 FEET (EDGE TO EDGE) SHALL BE MAINTAINED BETWEEN RAW OR FRESH WATER MAINS AND RECLAIMED WATER OR WATER MAINS INCLUDING SERVICE/METER BOSS A MINIMUM HORIZONTAL SEPARATION O 6 FEET (EDGE TO EOGE) SHALL BE MAINTAINED BETWEEN RAW WATER MAINS AND ALL WASTEWATER MAINS FLORIDA DEPARTMENT Of ENVIRONMENTAL PROTECTION (FDEP) REQUIRED PIPING SEPARATORS SHALL BE MAINTAINED AT ALL TIMES. A VERTICAL CLEARANCE OF IB INCHES SHALL BE MAINTAINED BETWEEN THE RAW OR FRESH MAINS AND ALL WASTEWATER MAINS, CR RECLAIMED WATER MAINS. B ALL MANS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER & A MAXIMUM OF 6 FEET OF COVER UNLESS SHOWN OTHERWISE PROVIDE A MINIMUM OE 3 FEET O COVER OVER UTILITIES AT ALL DITCH CROSSINGS 9 ALL ROADWAY CROSSINGS ARE 10 BE CONSTRUCTED BY DIRECTIONAL DRILL NETIIOD UNLESS OTHERWISE INDICATED ON THE PLANS 10 SAW CUT EXISTING EDGE -O- PAVEMENT PRIOR TO ASPHALT OR CONCRETE REMOVAL, OR AS REWIRED BY FOOT OR PINELLAS COUNTY MEN NTHIN THOSE ROW LIMITS. It. INSTALLATIONS INVOLVING CONCRETE AND ASPHALT DRIVEWAY, IN GOOD CONDITION, MUST BE ACCOMPLISHED BY DIRECTIONAL DRILL METHOD. NO JETTING WILL BE ALLOWED I2. THE CONTRACTOR SHALL FIELD VERIFY THE CONNECTION PONES (INCLUDING. BUT NOT LIMITED TO, LOCATIONS AND ELEVATIONS OF UTILITIES) PRIOR TO THE COMMENCEMENT O CONSTRUCTION, ALL DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER D RECORD IMMEDIATELY. 13 DISTURBED AREAS WITHIN THE RIGHT OF WAY MILL BE COMPACTED TO 90% OF MAXIMUM DENSITY AND SODDED ALL OPEN CUT AREAS TO BE COMPACTED TO 95% MODIFIED PROCTOR NI OPEN AREAS COMPACTION FOR PIPE REDOING SHALL COMPLY WITH AASHTO T -99 (100%). 14 THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE PROVISIONS OF THE TRENCH SAFETY ACT (FLORIDA STATUTES, SECTION 553,60 ET SEE)) AND THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION EXCAVATION SAFETY STANDARDS (29 CFR SECTION 1926.650, SUBPART F) MICH SHALL APPLY TO ALL CONSTRUCTION. 15 DO NOT DISTURB EXISTING UNDER DRAIN OR STORM SYSTEMS IF FILTRATION BED IS DISTURBED, CONTACT PIE AREA INSPECTOR 16 COORDINATE THE EXITING O DRIVEWAYS WITH OMER PRIOR TO CUT ALL DRIVEWAYS NLL BE IN PASSABLE CONDITION AT THE END OF THE WORK DAY 17 CONCRETE DRIVEWAYS PERMITTED TO BE CUT ARE TO BE RESTORED NTH 6' O 3000 PSI CONCRETE NTH 6' X 6' IOCA. NW. PLACE 1/1' EXPANSION JOINT BETWEEN BACK O CURB AND NEW DRIVE ANY PORTION OF DRIVEWAY AT A T O TINE R CUT THAT CRACKS UNDERMINED ALE BE REMOVED PRIOR TO CONCRETE BEING PLACED EXISTING RE LAC IN AT PINELLAS ARE TO BE DOCUMENTED AS ON AREA A THAT SECTION REPLACED AT PII1 A COUNTY CLL 5 CW T OR THE PTY'S OPTION NIMU BENEATH PATCH TO BE MECHANICALLY T A SE NS LEFT PRIOR TO PLACING CONCRETE. MINIMUM REPAIR WIDTH TO HE 5' NTH NO SECTIONS IEFi SMALLER THEN 5' 18 ASPHALT DRIVES PERMITTED TO BE CUT ARE TO BE RESTORED UTILIZING THE SAME MATERIAL AS EXISTING BASE MTH MINIMUM 6 THICINESS ASPHALT TO BE PC -3 OR ALTERNATE APPROVED BY PINELLAS COUNTY HIGHWAY DEPARTMENT OR THE CITY PRIOR TO USE ASPHALT IS TO BE COMPACTED TO AC IRE DENSITY REQUIREMENTS FOR PC -3 RECEIPTS AND DELIVERY TICKETS SHOULD REFLECT SUPPLIER AND HIS CERTIFICATION AS TO TYPE OF ASPHALT SUPPLIED. II/30/17 8/1/12 5/8/12 MAN Cretans 6 NNLMPE 17.19E - -- DATE 8,90% DRAWINGS A: 60% DRAWINGS REVISION BY 19 RESTORATION OF CURB, STREET, DRIVEWAYS AND PLACEMENT OF SOD SHALL BE COMPLETED PRIOR TO EXCAVATION STARTING IN ANOTHER AREA BY SAME CONTRACTOR 20 PLACE EXPANSION JOINTS BETWEEN BACK -O -CURB AND CONCRETE DRIVEWAY. 21. ANY DISTURBED AREAS IN THE FOOT R/W SHALL BE RESTORED TO EOUAL OR BETTER THAN THE PRE - EXISTING CONDITION ALL REPAIRS SHALL BE DONE PER FOOT STANDARD N SPECIFICATIONS 22 WHERE FORCE MAINS, WATER MAINS, OR REUSE MAINS ARE LAID WITHOUT USE OF FITTINGS, THE MAXIMUM DEFLECTION SHALL WE WOOF THAT RECOMMENDED BV THE MANUFACTURER 23 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PRODUCE, SUBMIT AND OBTAIN APPROVAL OF REPRODUCIBLE 'AS- BUILT' DRAWINGS FROM JURISDICTIONAL AGENCIES AS MAY BE REWIRED 24 THE 'AS .BUILT' DRAWINGS TO BE PREPARED BY THE CONTRACTOR AND SUBMITTED AT THE TIME O THE REQUEST FOR A LETTER OF RELEASE TO PLACE THE CONSTRUCTION INTO SERVICE PILL CLEARLY DEPICT THE VERTICAL CLEARANCES BETWEEN WATER, SEWER (INCLUDING STOMA) AND REUSE LANES AT ALL CROSSINGS AND PARALLEL RUNS WHERE THE HORIZONTAL SEPARATION IS LESS THAN 10 FEET. IN ADDITION, THE CENTER Of UNCUT LENGTHS OF PIPE (USUALLY 20 FEET) AT POINTS D CROSSINGS BALL BE DOCUMENTED ON THE DRAWINGS AND ALL MITIGATION CONSTRUCTION MEASURES CLEARLY DEPICTED IN CASES WHERE A MINIMUM OF lB INCHES O VERTICAL CLEARANCE BETWEEN THE WATER AND SEWER (INCLUDING STORM) UNES IS NOT POSSIBLE. MAINTENANCE OF TRAFFIC; I. ALL PROPOSER WORK MUST COMPLY WITH FOOT INDEX NO. 600 2 ALL RIGHT -OF-WAY INSTALLATIONS WILL BE IN ACCORDANCE NTH PRACTICES REFERENCED IN THE STATE of FLORIDA UTILITY ACCOMMODATIONS MANUAL 3, SAFE PEDESTRIAN TRAFFIC IS TO DE MAINTAINED AT ALL TIMES. NO PEDESTRIAN PATHWAY IS TO BE REMOVED, BLOCKED OR DISTURBED WITHOUT HAVING A SUFFICIENT DESIGNATED TEMPORARY PEDESTRIAN PATHWAY WITH ALL APPROPRIATE PEDESTRIAN MAINTENANCE OF TRAFFIC SIGNS (INDEX 660) IN PLACE PRIOR TO PATHWAY BEING AFFECTED 4.. SIGNS AND BARRICADES SHALL BE IN ACCORDANCE WITH THE U. 5, DEPARTMENT OF TRANSPORTATION'S 'MANUAL OR UNIFORM TRAFFIC CONTROL DEVICES" AND THE FLORIDA DEPARTMENT O TRANSPORTATION'S 'ROADWAY AND TRAFFIC DESIGN STANDARDS' INDEXES 600 THROUGH 670 (LATEST EDITION) 5 At LEAST ONE LANE OF TRAFFIC WILL BE OPEN AT ALL TIMES WHENEVER TRAFFIC IS REDUCED TO ONE LANE, 'FLAGMEN AND FLAGMEN AHEAD" SIGNS WILL BE UTILIZED APPROPRIATE BARRICADES AND 'CONSTRUCTION AHEAD" SIGNS SHALL BE UTILIZED PER FOOT MANUAL TRAFFIC CONTROL THROUGH WORK ZONE NO LANE CLOSURES ARE ALLOWED WITHOUT 48 HOURS NOTIFICATION TO THE OEPARTMENT N PRIOR APPROVAL BY THE FOOT INSPECTOR ALL MAINTENANCE O TRAFFIC SHALL COMPLY WITH FOOT DESIGN STANDARD INDEX 600 - 670 & THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 6 MAINTENANCE OF TRAFFIC WITHIN PINELLAS COUNTY AND FOOT RKAIT -OF-WAYS HILL USE FOOT STANDARD INDEX NO 600, AS APPLICABLE 7 CONTRACTOR WILL HAVE A CERTIFIED NOT EMPLOYEE ON SITE B ALL DAMAGED CUT TRAFFIC SIGNAL INDUCTION LOOPS SHALL BE RESTORED / REPLACED AT THE CONTRACTOR'S EXPENSE. CONTRACTOR SHALL COORDINATE NTH CITY OR COUNTY STAFF AS APPLICABLE TO ANY EXISTING LOOPS BEING GUT TO MAKE SIGNAL ADJUSTMENTS DURING CONSTRUCTION SURVEY NOTES' I SURVEY PROVIDED BY: - CITY OF CLEARWATER FOR ALL PARK SIZES /CITY OWNED PROPERTIES. - POLARIS ASSOCIATES, INC, (ALL ROW LIMITS) 2165 SUNNMALE BLVD, SUITE D, CLEARWATER, FL 33765 3 THE HORIZONTAL DATUM IS FLORIDA STATE PLANE COORDINATES, N AO B3 -96, FLORIDA WEST ZONE THE VERTICAL DATUM IS NA. V.0 198a CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 105 S Myrlle Ave. Clearwater. Fl 33758 JREE PROTECTION SCOPE: WHERE PROPOSED SITE IMPROVEMENTS INVOLVE ANY CONSTRUCTION ACTIVITIES ADJACENT TO ANT PROTECTED TREES, PARROULARLY BENEATH THE DRIPLINE/CANOPY OF AN EXISTING TREE, THE CONTRACTOR WILL BE REQUIRED TO INSTALL THE CITY'S APPROVED TREE BARRICADES THE REWIRED CITY TREE BARRICADES MUST BE INSTALLED, INSPECTED AND APPROVED BY THE CITY'S ENGINEERING REPRESENTATIVE, PRIOR TO MOBILIZATION OR THE START OF CONSTRUCTOR ACTIVITIES ADJACENT TO ANY PROTECTED TREE CONSTRUCTION ACTIVITIES INCLUDE, BUT ARE NOT UNITED TO THE STAGING, STORAGE OR PARKING OF VEHICLES. EQUIPMENT, MATERIALS AND DEBRIS IN ADOITIQN, AN INTERNATIONAL SOCIETY Of ARBORICULTURE (ISA) CERTIFIED ARBORIST SHALL PERFORM, OR DIRECTLY SUPERVISE ANY AND ALL REWIRED TREE TRIMMING/PRUNING ACTIVITIES REWIRED BY THE CONSTRUCTION THE CIIY'S ENGINEERING REPRESENTATIVE FOR TREE PROTECTOR ISSUES IS TM KURTZ, SENIOR LANDSCAPE ARCHITECT, IN THE CITY OF CLEARWATER'S ENGINEERING DEPARTMENT AT (727) 562 -4737. TREE PROTECTION NOTES: THE CONTRACTOR MILL BE RESPONSIBLE FOR ADHERING TO ALL TREE PROTECTION MEASURES REQUIRED BY THE CITY OF CLEARWATER'S CODES, ORDINANCES AND STANDARD SPECIFICATIONS THIS WILL INCLUDE ALL TREE BARRICADES, ROOT PRUNING AND TREE TRIMMING/PRUNRIG ACTIVITIES THESE REQUREMENTS HILL APPLY WITHIN THE SPECIFIED LIMITS OF WORK, AND WILL ALSO BE APPLICABLE IN ALL AREAS WHERE THE CONTRACTOR ANTI /OR FIRS SUBCONTRACTORS STAGE, STORE CR PARK VEHICLES, EQUIPMENT, MATERIALS AND DEBRIS 2 ALL TREE PRJ MG AND/ON ROOT NININO DN EXISTING TREES IN YE PRCSRVED MILL ONLY BE PBW60RAWD DY OR UNDER THE DIRECT SUPERVISION OF AN INTERNATIONAL SOCIETY OF ARBORICULTURE (ISA) CERTFIED ARBORIST. FURTHERMORE. ALL TREE WHIR SHALL CONFORM TO THE AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) 2001 ij MM A AI STAID TTEF.GAMC p)0((CMre 1ps, EH AVIV A-4Qf .. a..,. - .. ... 3 WHERE CALLED FOR ON THE PLANS. INSTALL TREE BARRICADES, EROSION CONTROL/SIT FENCING OR OTHER APPROVED PROTECTIVE BARRIERS AROUND ALL TREES TO BE PRESERVED, PER CITY STANDARD DETAIL WHERE APPLICABLE, PROTECTIVE BARRIERS WILL BE PLACED IN ROOT PRUNE TRENCHES. 4 PRIOR TO ANY FIELD CHANGES TAKING PLACE, IT TILL BE THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE POTENTIAL IMPACTS TO EXISTING TREES WTI HIS CERTIFIED ARBORIST, AND INCLUDE ANY AND ALL RECOMMENDED TREE PROTECTOR MEASURES IN HIS PROPOSAL TO MODIFY THE APPROVED DESIGN. THE CITY'S ENGINEERING REPRESENTATIVE MUST APPROVE. IN WRITING, ANY CHANCES TO THE APPROVED DESIGN PRIOR TO IMPLEMENTATION OF SAID CHANGE. S. THE CONTRACTOR WILL AVOID ANY OPEN EXCAVATIONS, FILL OR OTHER CONSTRUCTION ACTIVITIES WHENEVER POSSIBLE WITHIN THE -CRITICAL ROOT ZONE' OF ANY EXISTING TREE (I E., UNDER THE DRIPLINE /CANOPY) 6 WHERE CONSTRUCTION ACETATES ARE ANTICIPATED TO LAST FOR AN EXTENDED PERIOD OF TIME NEAR EXISTING TREES, THE CONTRACTOR SHALL INSTALL AND MAINTAIN CITY APPROVED TREE BARRICADES AS SHOWN IN THE STANDARD DETAILS AND APPROVED BY THE CITY'S ENGINEERING REPRESENTATIVE 7. WOODCHIPS, MULCH OR ANOTHER CUSHIONING SURFACE MATERIAL APPROVED BY THE CITY'S ENGINEERING REPRESENTATIVE SHALL BE PLACED TO A MINIMUM DEPTH OF 10 OVER AREAS WHERE ROOTS ARE PRESENT AND CONSTRUCTION TRAFFIC OCCURS B ALL TREE PROTECTION MEASURES SHALL REMAIN IN PLACE AT ALL TIMES DURING CONSTRUCTION UNTIL THE CITY'S ENGINEERING REPRESENTATIVE AUTHORIZES REMOVAL 9 THE CONTRACTOR WILL COORDINATE WITH THE CITY'S ENGINEERING REPRESENTATIVE, TIM KURTZ 0 (727) 562 -4737, TO OBTAIN APPROVAL IN ADVANCE Of ANY AND ALL WORK WITHIN THE CRITICAL ROOT ZONE O ANY EXISTING TREE TREE LOCATION: I, ALL TREE PRUNING AND /OR ROOT PRUNING ON EXISTING TREES TO REMAIN SHALL ONLY BE PERFORMED BY OR UNDER THE DIRECT SUPERVISION OF AN INTERNATIONAL SOCIETY OF ARBORICULTURE (ISA) CERTIFIED ARBORIST. FURTHERMORE. ALL TREE WORK SMALL CONFORM TO THE AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) 2001, AMERICAN NATIONAL STANDARD FOR TREE CARE OPERATIONS - TREE, SHRUB AND OTHER WOODY PLANT MAINTENANCE - STANDARD PRACTICES (PRUNING) ANSI A300, 2 WHERE REQUIRED, INSTALL TREE BARRICADES, EROSION CONTROL/SILT FENCING OR OTHER APPROVED PROTECTIVE BARRIERS AROUND ALL TREES TO BE PRESERVED, PER CITY STANDARD DETAIL WHERE APPLICABLE PROTECTIVE BARRIERS SHALL BE PLACED IN ROOT PRUNE TRENCHES 3 CONSTRUCTION MATERIALS, VEHICLES, EQUIPMENT, SOILS, DEBRIS AND SUPPLIES SHALL NOT BE STORED WITHIN THE GRIP UNE/PROTECTIVE BARRIER AREA UNDER ANY TREE TO REMAIN 4. VEHICLES UNDER ANT TREE SHALL NOT BE PARKED WITHIN THE DRIP UNE /PROTECTIVE BARRIER AREA OF THE TREE INCLUDING STAGING AREAS 5, WODDCHIPS, MULCH OR ANOTHER CUSHIONING SURFACE MATERIAL APPROVED BY THE CITY'S REPRESENTATIVE SHALL BE PLACED TO A MINIMUM DEPTH OF 10 INCHES OVER AREAS MERE ROOTS ARE PRESENT AND CONSTRUCTION TRAFFIC OCCURS. 6. ALL TREE PROTECTION MEASURES SHALL REMAIN IN PLACE AT ALL TIMES DURING CONSTRUCTOR UNTIL THE CITY'S REPRESENTATIVE AUTHORIZES REMOVAL ROOT PRUNING SCOPE: MERE PROPOSED CONSTRUCTION IMPROVEMENTS INVOLVE EXCAVATION AND /OUR IMPACTS TO THE CRITICAL ROOT ZONE OF PROTECTED TREES, THE CONTRACTOR SHALL BE REQUIRED TO HAVE AN INTERNATIONAL SOCIETY OF ARBORICULTURE (ISA) CERTIFIED ARBORIST PERFORM, OR DIRECTLY SUPERVISE ROOT PRUNING TO REDUCE THE IMPACTS OF CONSTRUCTOR THE CRITICAL ROOT ZONE IS EQUIVALENT TO THE TREE'S DRIPLINE PRIOR TO ANY CLEARING, GRUBBING OR EXCAVATION ACTIVITIES, THE AFFECTED ROOTS MUST BE SEVERED BY CLEAN PRUNING CUTS AT THE POINT MERE GRUBBING OR EXCAVATOR IMPACTS THE ROOT SYSTEM, ROOTS CAN BE PRUNED UTILIZING SPECIFIED ROOT PRUNING EQUIPMENT DESIGNED FOR THAT PURPOSE OR BY HAND DIGGING A TRENCH AND PRUNING ROOTS NTH A PRUNING SAW, CHAIN SAW OR OTHER EQUIPMENT DESIGNED FOR TREE PRUNING ROOT PRUNING BY TRENCHING EQUIPMENT OR EXCAVATION EQUIPMENT IS STRICTLY PROHIBITED, ROOTS LOCATED IN THE CRITICAL ROOT ZONE THAT TILL BE IMPACTED BY CONSTRUCTION ACTIVITIES SHALL BE PRUNED TO A MINIMUM DEPTH OF 1B INCHES BELOW EXISTING GRADE OR TO THE DEPTH OF THE PROPOSED IMPACT IF LESS THAN TB INCHES FROM EXISTING GRADE. ON ALL ENGINEERING DEPARTMENT PROJECTS, THE CITY'S REPRESENTATIVE FOR ROOT PRUNING ISSUES IS TIN KURTZ, SENIOR LANDSCAPE ARCHITECT. WHO CAN BE REACHED AT (727) 562 -4737. ROOT PRUNING NOTES: 1 ROOT PRUNING CAN ONLY BE PERFORMED BY OR UNDER THE DIRECT SUPERVISION OF AN INTERNATIONAL SOCIETY OF ARBORICULTURE (ISA) CERTIFIED ARSONIST. 2 ANY PROPOSED ROOT PRUMNC TRENCHES SHALL BE IDENTIFIED I.E. STARED OR PAINTED) ON SITE, INSPECTED AND APPROVER BY THE OTY'S ENGINEERING REPRESENTATIVE PRIOR TO ACTUAL ROOT PRUNING 3 ROOT PRUNING WILL BE PREFORMED AS FAR IN ADVANCE O OTHER CONSTRUCTION ACTIVITIES AS IS FEASIBLE, BUT AT A MINIMUM PILL BE PERFORMED PRIOR TO ANY IMPACTS TO THE SOIL. ASSOCIATED TREE PROTECTION MEASURES SHOULD BE IMPLEMENTED UPON COMPLETION OF SAID ROOT PRUNING 4 IF THERE IS A LIKELIHOOD OF EXCESSIVE WIND AND /OR RAIN EXCEPTIONAL CARE MLL DE TAKEN ON ANY ROOT PRUNING ACTIVITIES 5 ROOT PRUNING PILL BE UNITED TO A MINIMUM OF TWELVE INCHES PER ONE INCH OF THE TRUNK DIAMETER FROM THE TREE BASE ANY EXCEPTION MUST BE APPROVED BY THE CITY'S ENGINEERING REPRESENTATIVE PRIOR 70 SAID ROOT PRUNING 6 ROOTS HILL BE CUT CLEANLY, AS FAR FROM THE TRUNK Of THE TREE AS POSSIBLE. ROOT PRUNING WILL BE DONE TO A MINIMUM DEPTH OF II FROM EXISTING CRAPE FR TO THE DEPTH OF THE DISTURBANCE F LESS THAN IB 7 ROOT PRUNING WILL BE PERFORMED USING A DOSCOCIL ROOT CUTTING MACHINE OR EQUIVALENT, ALTERNATE EQUIPMENT OR TECHNIQUES MUST BE APPROVED BY THE CITY'S ENO/EERRO REPRESENTATIVE, PRIOR TO ANY WORK ADJACENT TO TREES TO BE PRESERVED. B 8007 PRUNING WILL BE COMPLETED. INSPECTED AND ACCEPTED PRIOR TO THE COMMENCEMENT OF ANY EXCAVATION CR OTHER IMPACTS TO THE CRITICAL ROOT ZINfS OF TREES TO BE PROTECTED 9. EXCAVATIONS IN AN AREA MERE ROOT ARE PRESENT NIEL NOT CAUSE THE TEARING OR TAPPING or TREE ROOTS. ROOTS MAST FIRST BE CLEANLY SEVERED PRIOR TO CONIINUNG NTH THE EXCAVATION, OR TUNNELED AROUND TO PREVENT DAMAGE TO THE 1:::°°::::: 10 TREE L 1101 BE EMPOSE0 TO DRYING OUT. ROOT ENDS MUST BE COVERED NTH L OR BURLAP ANC KEPT MOST UNTIL FINAL BACNFILL OR FINAL GRADEEN ESTABUSHEO II. WHEN DEEMED APPROPRIATE (E.G.. DURING PERIODS O DROUGHT) THE CITY REPRESENTATIVE MAY REOUINE A TEMPORARY IRRIGATION SYSTEM BE UTILIZED IN ME REMAINING CRITICAL ROOT ZONES OF ROOT PRUNED TREES NOTE: THE ABOVE INFORMATION IS INTENDED FOR USE ON PROJECTS MERE CONSTRUCTION IMPACTS TO EXISTING TREES ARE LATELY OR EVEN UNAVOIDABLE WHILE THIS INFORMATION COVERS A VARIETY CF SITUATIONS, IT CANNOT ADDRESS EVERY ONE. IN THE EVENT THERE ARE QUESTIONS OR CONCERNS REGARDING TREE PROTECTION ON A PROJECT. PLEASE CONTACT THE CITY'S PROJECT INSPECTOR IF THEY ARE UNAVAILABLE, PLEASE CONTACT RM KURTZ, SENIOR LANDSCAPE ARCHITECT IN THE PUBLIC WORKS ADMINISTRATION Al 727 -562 -4737. E(2OSION AND SEDIMENT CONTROL: I CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY STREETS, STORM SEWERS, AND WATERWAYS, IN ADDITION, CONTRACTOR SHALL PLACE SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT THE SITE F, N THE OPINION Of ME ENGINEER AND /OR LOCAL AUTHORITIES. EXCESSIVE OUANTITES OF EARTH ARE TRANSPORTED OFF -SIRE EITHER BY NATURAL DRAINAGE OR VEHICULAR TRAFFIC. THE CONTRACTOR IS TO REMOVE AND CLEAN THE SYSTEM TO THE SATISFACTION O THE ENGINEER AND/OR AUTHORITIES. THE CONTRACTOR IS REWIRED TO OBTAIN NPOSS, SNPPP PERMITS AND MAINTAIN RIPS 2 THE CONTRACTOR SHALL PROVIDE ROUTINE MAINTENANCE OF PERMANENT AND TEMPORARY EROSION CONTROL FEATURES UNTIL THE PROJECT IS COMPLETE. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL RETENTION AND DETENTION FACILITES AND ALL LANDSCAPE BUFFERS, THROUGH THE DURATION OF THE PROJECT, AND UNTIL THE WORK IS ACCEPTED BY THE OWNER ALE DISRUPTED AREAS SHALL BE RETURNED TO THEIR ORIGINAL CONDITION DEWATERING: 1, CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING, TESTING AND OBTAINING ANY PERMITS ASSOCIATED MTH DEWATERING ACTIVITIES AS OUTLINED IN THE CONTRACT DOCUMENTS, INCLUDING FEES FOR SUCH. 2 DURING CONSTRUCTION, NO DIRECT DISCHARGE OF WATER TO DOWNSTREAM RECEIVING WATERS HILL BE ALLOWED THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING WATER QUALITY, AND SHALL ROUTE DISCHARGE WATER IN SUCH A MANNER TO ADEQUATELY REMOVE SILT PRIOR TO RUNOFF FROM STE 4 IF DEWATERING WILL BE NECESSARY FOR EXCAVATION OR UTILITY INSTALLATION, THE CONTRACTOR SHALL OBTAIN A STATE OF FLORIDA DEPARTMENT O ENVIRONMENTAL PROTECTION GENERIC PERMIT FOR THE DISCHARGE OP PRODUCED GROUNDWATER FROM ANY UNCONTAMINATED SITE ACTIVITY (FOEP DOCUMENT 62-621100(2)) COPIES OF THE PERMIT AND REQUIRED TEST RESULTS SHALL BE SUBMITTED TO THE CITY OF CLEARWATER ENGINEERING DEPARTMENT IF THE CONTRACTOR IS CONSIDERING THE CITY STORMWATER SYSTEM AS A POINT OF DISCHARGE, PRIOR APPROVAL IS REQUIRED, 5. FOR MORE DETAILS ON CITY DEWATERING REQUIREMENTS, REFER TO PARAGRAPH 12 OF SECTION IV - TECHNICAL SPECIFICATIONS FROM THE CONTRACT DOCUMENTS WATER TREATMENT PLANT NO. 2 - CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT GENERAL NOTES 003 'rol- "%SEINo. 2012004 003 IROT REAM RI eD 102006 am our. 11/30/12 *10_N M 8171 JRS MAMA as Pr JMA rtTw 003 APPROVED !OR OORISPRICROM PTY 0q,ED1 wawa. D 0*1.6N, PE 9 RAID DAIS GD tp� 9 O SYMBOLS, STRUCTURES & FEATURES EXISTING TREE LEG E N D H SECTION IS TAKEN PROPOSED PIPE SIZE OCAS) TURD DEBR/MUOM PIPE E MM AI IG TYPE M T .4/1,/e.:;7— R PEE SY[1 PLOW ONECTTOM XX XK so- MH YARD HYDRANT+ F.H CROSS, TEE 900 BEND TEL Ci-Q I HB IC OT 0 4- WA TB -11 ED R ('^p I. HB R LEON 6' CHAIN LINK X • I H 24' ASPHALT PAVEMENT 14 1 -RINHFNININNRRIMNRHIHNF R SO 51 %0XXX"( 111111111111111111111111 52 -- % 92.5 -mot-► -W-tt. -W-� 0 *I 4.2).1 11 O 0599 Y! N W V! V! G G - -- FM FM FO Dllf_ 01 C OIIC DI — SD SD SD -.. _ FAN CATV x x DESCRIPTION TYPICAL PIPE 030IICAT10N SINGLE -LINE PPE DOUBLE -LINE PIPE MANHOLE, WATER TIGHT FIRE HYDRANT ASSEMBLY (INCLUDES VALVE) SINGLE -LINE PIPING, VALVES. AND FITTINGS MR RELEASE VALVE HOSE 8188 / CONNECTON, SIZE VALVE VAULT WATER METER ELECTRIC MNINDLE/WIAT TELEPHONE CABLE. MANHOLE/VAULT & BOX BENCHMARK TEST BORING LIMITED ACCESS RIGHT OF WAY (LA R/W) RIGHT OF WAY (R/W) PROPERTY LINE (R) PROPERTY CORNERS : IRON PIPE IRON ROD CONCRETE MONUMENT FENCE, SIZE l TYPE BUILDING /STRUCTURE PAVEMENT. SIZE & TYPE CATCH BASIN CULVERT OR BRIDGE CROSSING A ROAD RAILROAD TRACKS (R /R) SIGNS POLE. POWER POLE A COMBINATION POLE SLOPE CONTOURS SPOT ELEVATIONS STORM WATER FLOW STREAM (SMALL) /DITCH, SWALE SHORE LINE STORM DRAINAGE PPE STORM DRAINAGE MANHOLE /INLET RAW WATER RECLAIMED WATER POTABLE WATER CAS MAIN FORCE MAIN SANITARY SEWER GRAVITY PIPE FIBER OPTIC OVER HEAD ELECTRIC BIMRIED TELEPHONE STORM DRAINAGE PIPE CABLE TV CHAIN LINK FENCE TREE BARICADE STANDARD VISIBILTY BLACK GRAY PROPOSED FEATURES EXISTING FEATURES ABBREVIATIONS _DUO L SYMBOLS ADJUSTABLE ANGLE APPROXIMATE BENCH MARK BETWEEN BOTTOM OF SUB BUILDING CAPACITY CENTER LINE CENTER TO CENTER CLEAROIT CONCRETE CONDITION CONTINUATION CONNECTION CURIO FOOT CUBIC INCH CUBIC YARD DEGREE DIAMETER DIAGONAL DIMENSION DISCHARGE DRAWING EACH EACH WAY EACH FACE ELEVATION EQUIPMENT EXISTING FINISH FLASH FLOOR FLEXIBLE FLOOR DRAM GALLON GAUGE GRACE HIGH HIGH POINT HIGH WATER LEVEL HORIZONTAL HORSEPOWER INSIDE DIAMETER INTERMEDATE LINEAR FOOT LONG LOW WATER LEVEL LOW POINT MANHOLE MONUFACTURER MATERIAL MAINIUM MECHANICAL MINIMUM MOUNTED NOMINAL NOT IN CONTRACT NOT TO SCALE NUMBER ON CENTERS OPERATOR OPTION OPPOSITE OPERANG OR EQUAL OUTSIDE DIAMETER PLATE POINT POUND PRESSURE PROPOSED RADIUS REQUIRED RIGHT OF WAY ROOM REVOLUTIONS PER MINUTE SECTION SHEET SIDEWALK SIMILAR SPECIFICATIONS SQUARE SNARE FOOT SQUARE INCH SQUARE YARD STANDARD STANDARD DIMENSION RATIO STATION SYMMETRICAL TEMPORARY THICK THREADED TOP OF CONCRETE TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE ULTRAVIOLET VERTICAL VENT VENT THROUGH ROOF WASTE ACTIVATED SLUDGE WATER LEVEL WEATHERPROOF WIDE WITH ADM, APPROx. BM BTWN DOS. CALPD. CAP. A C C. C.O. CONC, CORD CONT. COIN, CU, FT. CU IN CU SD DEG. DLL DRAG DIM. DISC. DWG. E,W. E F. EL, ELEV. EQUIP. EXIST. FIN FF. FLEX. F.D. GAL GA OR H. H.P7 H WL HORIZ, H.P. I0. INT. L.F. LG. L L.W.L. L PT MH MFR MTL MAX. MECN- MIN NTD NOT. NJ.0 N.TS. NO., E 0 OPER OPT OPP. OPNG. 0/E 0,0. PL PT. LB, PRES, PROP. RAID., R, REO'D R/W, R O W RM. R.P.M. SEC. SH„ SHT. SOW SPECS. SO. S0. FT. SO IN SO. YD. STD. SL R STA. SYUM. TEMP. THK. THO TO C. TO S TYP, U.N 0. VERT. VT V.T R, W.AS. W.L. WPF. W. W/ PIPE / JOINTS SYMBOLS BUCK IRON PIPE BLACK STEEL PIPE BUTT WELD CAST IRON CAST IRON PIPE CAST IRON SOIL PIPE CONCRETE PRESSURE PIPE COPPER PIPE CORRUGATED METAL PIPE DUCTILE IRON EXPANSION FLANGE GALVANIZED STEEL PIPE HIGH- DENSITY POLYETHYLENE JOINT MECHANICAL JOINT METAL REINFORCED PLASTIC PIPE POLYETHYLENE PIPE POLYVINYLCHLOIDE POLYVINYLCHLOPoUE (DOUBLE CONTAINED) PUSH -ON JOINT REINFORCED CONCRETE PIPE SCHEDULE STAINLESS STEEL STEEL PIPE TIED JOINT VITRIFIED CLAY PIPE RESTRAINED JOINT WALL SLEEVE WALL PIPE (WITH WATER STOP) VALVES. FITTINGS. ETC ACTUATED BUTTERFLY VALVE AIR CUSHION CHECK VALVE AIR RELEASE VALVE AIR/VACUUM RELEASE VALVE BALL CHECK VALVE BALL VALVE BLIND FLANGE BUTTERFLY VALVE BURIED GEAR OPERATOR CHECK VALVE, SWING /GLOBE ELBOW ELECTRIC VALVE ACTUATOR ELEVATED GEAR OPERATOR EXPANSION JOINT FIRE HYDRANT FITTING FLANGE FLANGED ADAPTOR FLEXIBLE COUPLING GATE VALVE CLONE VALVE HARNESSED FLANGED COUPLING ADAPTER HYDRAULIC VALVE ACTUATOR KNIFE GATE VALVE MECHANICAL JOINT ORIFICE PLATE PLUG VALVE REDUCER RUBBER FLAPPER CHECK VALVE SILENT CHECK VALVE SOLENOID VALVE VACUUM RELEASE VALVE VALVE BOX EQUIPMENT DESIGNATIONS AIR RECEIVER AIR SEPARATOR AAMORIATOR AUTOMATIC STRAINER BACKWASH SUPPLY PUMP BIOFILTER BLENDER BLOWER BRIDGE CRANE BULK STORAGE TANK CHLORINE SOLUTION PUMP CHLORINE FEED PUMP CHLORINATOR CLOSED COOLING WATER PUMP COMPRESSOR DEGAS SEPERATOR DESSICANT DRYER ORAP'I TUBE YER DRY TANK FAN EXPANSION TANK FILTER FLAME ARRESTOR FHUORINATOR GAS HOLDER GENERATOR GRANULAR ACTIVATED CARBON VESSEL HEAT EXCHANGER HIGH SERVICE PUMP HOIST ION EXCHANGE VESSEL MIXER MOTOR OPEN LOOP COOLING WATER PUMP OZONE FLASH REACTOR OZONE GENERATOR PNEUMATIC EJECTOR POWER SUPPLY UNIT PUMP SIDE STREAM PUMP SILENCER STORAGE TANK TANK TRANSFER PUMP TROLLEY VACUUM COMPRESSOR VAPORIZER WASHER THIS GENERAL LEGEND IS FOR GENERAL REFERENCE. NOT ALL ABBREVIATIONS, SYMBOLS, WTERMLS, OR FITTINGS, ETC. ARE NECESSARILY USED IN THIS DESIGN. INDMWAL OSCIPUNE STANDARD LEGENDS IAAY SUPEACEDE THIS GENERAL LEGEND. BOP BOP BW G CW CAP CPP CUP DI CTAP EXP FLU GS HDPE JT MRPP PE PVC PVC -D PJ RCP SCH S OTL STL TJ VCP RJ WO WP ABP/ ACCV ARV AYR EAU ETV BF BEV CV BGO ELL EVA EGO EJ FH FIG FLG FA FC GV GL HFCA INA RGV MJ O.P. PV RED RFC SCV DV VRV VB ARC ASP ASIA AS ASP BF BL BW BR BST CSP CFP CHL CCWP CRP DOS DO DIM DT FN EVE FA FL LXI GEN GAG HX HSP L MX OLCWP OFR OZG PE PSI SSP SK TP TR vC W PROCESS NOMENCLATURE JIOIB • OAR MUMS AIR, INSTRUMENT SUPPLY AIR PIPE AR PIPE - ATMOSHERIC AIR PIPE - HIGH PRESSURE PROCESS NR RIPE - INTAIE PROCESS AIR PIPE - LOW PRESSURE PROCESS AMMONIA GAS AMMONIA SOLUTION BASIN DRAM BYPASS CLOSED LOOP COOUNG WATER, RETURN CLOSED LOOP COOLING WATER, SUPPLY CHEMICAL DRAIN CHLORINE GAS CHLORINE SOLUTION COLO WATER COMPRESSED AM DEIONIZED WATER DILUTION WATER DISINFECTED WATER DRAIN EFFLUENT EXHAUST (GAS) FILTER EFFLUENT FINISHED WATER FLOOR DRAIN FLUORIDE SOLUTION FLUSH WATER GAC BACKWASH DRAIN GAG BACKWASH SUPPLY CAC TREATED WATER GASEOUS OXYGEN GASEOUS OXYGEN ECONOMIZER GROUND STORAGE TANK HIGH PRESSURE STEAM HIGH PRESSURE WATER HYDRAULIC FLUID HYDROGEN SULFIDE INFLUENT INFLUENT RECYCLE LIQUID OXYGEN LUBRICATION GREASE LUBRICATION OIL MAIN DRAIN MICROFILTRUTION MIXED LIQUOR NITROGEN GAS NITROGEN SUPPLY GAS NON - POTABLE WATER OFF GAS OPEN LOOP COOLING WATER, RETURN OPEN LOOP COOUNG WATER, SUPPLY OVERFLOW OZONATED WATER OZONE GAS OZONE PURGE OZONE SYSTEM SUPPLIER PERMEATE PLANT WATER PLANT SERVICE WATER POTABLE WATER POTABLE WATER, COLD POTABLE WATER, HOT RAW SEWAGE RAW WATER RAW WATER SIDESTREAIA RECIRCULATION PUMP RECLAIMED WATER RECYCLE REJECT RETURN ACTIVATED SLUDGE RETURN EFFLUENT WATER REUSE EFFLUENT WATER RO REJECT SAMPLE SEAL WATER SECONDARY EFFLUENT SODIUM HYPOCHLORITE SUMP PUMP DISCHARGE TREATED WATER VACUUM VENT VENT. CHEMICAL VENT, INSTRUMENT WASH WATER WASTE ACTNATEO SLUDGE WATER. CHLORINATED PLANT EFFLUENT WATER. DISTILLED WELL WATER SNOWY ST YR ANITA GRAN /SARY SEWER SANITARY SEWER, GRAVITY SANITARY SEWER FORCE MAN STOR SPAT STORM M DRAIN STORM FLOW BYPASS STORIAWATER UNOERDRAN O ER IN FUEL ELECTRIC CABLE /DUCT RANT FUEL LINE FUEL OIL FUEL OIL RETURN FUEL OIL SUPPLY LOW PRESSURE NATURAL GAS NATURAL GAS NATURAL GAS LINE CSASIMAICADON FIBER OPTIC TELEVISION CABLE I two, H AIR AAA ANC AP ALP AG AS BDR BYP CCWR CCWS CDR CG CS COW CPA DIW DW DR EFF ERR FE FW FD FL FLW 080 CBS GPW GOX GOXE 05T HPS APR HF 1125 INF IR LOX 10 LO NOR MF ML N2 NS NPR OFG OCR OCWS F 00W 03 02P 055 PERM WTR POW PW PWC RS RAW RIPS RP ROAM ROC REJ RAS REW REEW REJ SAMP SEW SE NAOCL SPO 114 VI VIC VD WAW WAS WGL WD WELD SAN FM SD SFB SW UD FL FO FOR FPS LPNG LPNG LPNG FO CAN :', _ H - 7 n U _ 2 ) r_ u I -1 / r VALVES. PIPES & FITTINGS 004 (SINGLE -LINE) DESCRIPTION SYMBOLS EXISTING • • PROPOSED 4 --IIF— ��I11 I p —M� -4_ —RED UNCLASSIFIED TYPE AS SHOWN CA THE DRAWINGS ADJACENT TO SYMBOL FLOW METER TELESCOPING VALVE UNON (UN) (TUCK CONNECT COUPLING PRESSURE CONTROL VALVE BACKPRESSURE SUSTAINING VALVE VALVE WITH HOSE END VACUUM VALVE GATE VALVE KNIFE GATE VALVE SILENT CHECK VALVE (GLOBE STYLE) BALL VALVE 3 -WAY BALL VALVE 4 -WAY BALL VALVE CONE VALVE NEEDLE VALVE PINCH VALVE DIAPHRAGM VALVE BUTTERFLY VALVE PLUG VALVE VALVES. PIPES & FITTINGS (DOUBLE -LINE) W D11.45 FLU fin.OS RY VKK BUNER Y C DBE VALVE SWING RANCE PPE CHECK COUP.°000PLNG VAL. ADAPTER DA M N q SECTION LETTER IDOTTWICATION DRAWING NO WHERE SECTION IS DRAWN SECTION TARGET SUBTITLE (IF REQUIRED) SECTION LETTER DENTIFCATON DRAWING NO WHERE DETAIL LETTER IDENTIFICATION DRAWING NO WHERE OCTAL IS DRAWN SECTION SCALE DETAIL TARGET SUBTITLE (IF REQUIRED) DETAIL LETTER abi DETAIL IDENTIFICATION DRAWING N0, WHERE DETAIL R TAI?JF 411\\ _ j %?4 _ L1i LIdd CO• _ R\ A RG PAW MP PI 100% DRAWINGS FDA.. Ay FPNIi, RIK,KFEF BR PRUKP MOW/ K 6113175 Pt F MITT C: 1005 DRAWINGS JRS 11/.10/1? B. 905 DRAWINGS A: 60% DRAWINGS JRS JRS 8 /1/12 5/8/12 REVISION DATE CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 100 S Myrtle Ave Cleorwoler, Ft 33756 WATER TREATMENT PLANT NO. 2 -- CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT LEG END AND ABBREVIATIONS C.04 r•I•KIIM. 201202• o 102000 7. tc`SA22& ORIDP -'��s� 2 411iJ MN : Itll v 1A1,1 RBB S OAK MAMA - Il 30/12 rirrB Pr JRS Kobe 9413 AP 004 ary uicHMl C 01..04 P E f 13721 • • Le 1 PON LIMY DRUM STREET DRUID WAD W AAA Ili AA, I ' I I 1 WELL JU AAA. R 6 R 5 Ctl C12 C13 C14 I I I W7 HOME BANS DEPOT CLUB CITY / COUNTY INTERCONNECT (BY OTHERS) a W9 CO8 Ro WIPn GULF TO BAY BLVD (SR B0) d DREW STREET I MAI RI Ye w WELL ill (BY OTHERS) ti NELL .62 (BY OTHERS) TRAIDDav RDA 100X DRAWINGS REVD., DV I a +r lY Nowt. two/RYA R P*.UU fi/ MTN C: 10075 DRAWINGS B: 90TG DRAWINGS A: 607E DRAWINGS JRS JRS JRS 11/30/12 R/1/12 5/8/12 REVISION RV CITY OF CLEARWATER FLORIDA ENGINEERING DEPARTMENT 100 S Myrtle Ave CleerweLer, Fl 33766 WATER TREATMENT PLANT NO. 2 — CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT PIPELINE DRAWING KEY PLAN s GRAPHIC SCALE 7BD IDD BOO ( W FEET ) 1 inch 400 11 LEGEND: PLAN VIEW TRIIDOW MR PLAN AND PROFILE CRANING DRAVANC NUMBER PLAN NEW WNDOW CO2 IS LOCATED APPROICMATE NELL SITE LOCATION CITY / COUNTY INTERCONNECT O 2012 -H -799 -243 -VAC *0.1 COI 0p1104ee me. 2012024 005 10' MI Ioa Trio I*M e.w+.lo rmee+ cwR..Rr. IIS.. wen33Lt0' iQe 3ee -4407 XrtD 2 aI 102000 RAR OIRII U/D0/12 It3-.' HVH A AR3 en IRS CRUD n: JMA ,ART nI 005 III.P251154 ON rheum wr VI P evttl. P1 11.11 OMR 05 N S SCHEUERMAN R n' 3 a 300 +00 0 - -- I 'S. ( 301 +00 EXIST1110 16' WATER MAIN CONWEIIEO TO RAW WRIER MAN SUMP SUM DO OEM p7' (SEC INSET A FOR ORNL) la LF Of 8' 01 OPERA CMI EXISTING B' WATERMAN STA 301 +29, 41' RT B "AB" TAPPING SLEEVE A VALVE •'5lL0■•WM 302 +00 B' WM HOPE COMIRNCTOR SlMLL TELPORNn SUPPORT POWEIPOLE AS IRA) STA 301+34, 13.7' RT REMOVE EXISTING B' 90% BEND & INSTALL (2) V PLUC5 DI /RW /wf STA 301+34 137' RI REMOVE EXISTING B' 90% BEND • IN5IALL (2) 8• PLIIGS DI /RW pl AN MONO I6" RAW (BRACKISH) (ROD /8• WA) l— — PROGRESS ENERGY UTILITY!EASEMENT ' CHICK —FIL —A (SIDE ENTRANCE) 114 If OF 8" ROPE SEA 303+90, B.0' RT (7) 16' 45'IBENDS DI /R NP[CT OPYIL 0141 1!i CLEARWAtEH NALCR TRANSWSS10RS roast/II UR 2343, I'G bT6 STA 304+45, 100' RT CUT EXIST PIPE & RECONNECT TO EXIST 16" PIPE W/ 16"X8" REDUCER DI /RMJ & (4) B" 45' BENDS DI /RW RESTRNN ADORXINAL LENGTH OF EXISTING PIPE AS NEEDED STA 304448, 10' RT ROUT DM PPE & RECONNECT TO EXIST 16' PIPE RE k1E116' 4.4 6EN0 (140TH141 ST YIt10111014M lE OF EXISTING PIPE AS NEEDED EJNSIMG 16' RAW (RIACI091) iO10 5+00 (FRESH) E1681•ID I6' RAW (BRACKISH) , (OW IV WA) RINE: XINOICATES REMOVAL OF TREES *THIN EASEMENT STA 304800 10.1' Re (2) IV 44 BENDS DOW CONTRACTOR SMALL TEMPORARY SUPPORT POWLHPOLE AS REOD MOP) LUMP SUM BID ITEM 138 B' RAW (FRESH) HOPE EXISTING 16' WATERMNN STA 301•50, 16.0' R IV0W" IAPPNO SLE & VALVE. 8" Iq' 8 01 /qky k -IA' PLUG DI/R4M RESTRAIN 40081014, R1 OF EWSj (( IrE'AS NEEDED RA 006 65 ' T LUMP SUM BID INSETS A k B E — — t .I GOIJVf RTFn TO RAW INSET /37(SEE DETAILS) = [015Tivn B" WM 1,',,I.'.„7,1'.".., tA ` j 0'.0" TAPPING SLEEVE k VALVE — \ mo• + 4 EXSrvm cn4E (DYER CL OF IMR ) — — a WM HOPE -.. ©COM81NA7pN NR VALVE m / --- -- / /_� © Al ,�� / / EXISTING 16' RAW (FRESH) D1 •- FFNILL A3 EXISTING 16' RAW ( BRACKISH) 116' 45' BEND 01 /RMJ B' 90 BENDS 01 /RMJ 6 " %B' TAPPING SLEEVE & EAVM 16' WM PREPARE 4N 3' COVE - ROVE - 65 60 ` - - B' RAW (IRESH) H01'E 60 55 55 ��T� O 1y. , (2) 0" AS BENDS 01 /RW wi4 (2) B' 45' BENDS p RMJ I6' %B' EEO RED 01 /RAJ (2) S' 45' MOS WNW __... 1w r ``\\`Q 1" + LI!1, ` ` A A NO 6757 . / 71...... 4 - (1 r�� OF 50 50 .._. __ ... _ — . -`^ v - - I I �— _ '� ._t —. A R A W (OLD 1A 4M) (2) O' 45' ENDS OI /RW 45 45 / �c �'�..�N A\ A PROFILE R... F %SLING CRAM r j � REMOVE 2 B' BEND & J INSTALL (2) B' PLUGS 1 EXISTING 16' RAW (BR4CKi571) 1.,- (DLO 16- t6.1) N 40 / 14 i 35 30 ,, EXISTING CONDOM l ! 4 , , 300 +00 301 +00 302 +00 TREE PROTECTION NOTES FOR AIL CITY URLITY PWOJECT PLANS 1) The contractor wilt be responsible for adhering to all tree protection measures required by the Cily 01 Clearwaler s Codes, Ordinances and Standard Specifications. This will include all Tree Barricades, Root Pruning and Tree Trimming. These requirements are required wilh'n the specified 'Limits of Work,' and will also include all areas where the Contractor and /or his Subcontractors stage, store or park equipment, materials, debris and vehicles. 2) All Tree Trimming and Root Pruning done associated with this project will be done by or under the direct supervision of an Inlernaliono! Society of Arboriculture (ISA) Certified Arborisl. 303 +00 304 +00 3) The conlroclor will flog or paint all proposed root pruning, per the approved plans or as required by the City of Clearwater's Codes, Ordinances and Standard Specifications approved by Be City Inspector prior the commencement of any root pruning 4) Prior to field changes taking place, it will be the contractor's responsibility to review the potential impocls to existing trees with his certified orborist, and include any and all recommended tree protection measures in his proposal to modify the approved design. The Project Manager must approve any changes to the approved design prior to implementation of said change. 305 +00 j '..t� � ‘51 40. �1>� 4� /i // " NA � ! E`� :0 H0RU These lines must be inspected and �//////11101(111 •'1 G SCALE SCALE: 1_viFi VFRT I00% DRAWINGS ro r. iae.e Br. a •r: SAW C: 100% DRAWINGS JRS 11/30/12 '17RDZTA' - Solo 8.90% DRAWINGS A: 60% DRAWINGS JRS 8/1/12 JRS 5/8/12 REVISION CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 100 S Myrtle Ave Clearwater, Fl 33758 WATER TREATMENT PLANT NO. 2 — CONTRACT j/2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT COACHMAN ROAD PLAN AND PROFILE (STA. 299 +80 TO STA. 305 +80) OF %A I( cot DEW Eta oert 11/30/12 51.7.7 ar:BYH 50 Vt.! n iMr CAn..4 Cwn..mr. Hw.1 Pwrn. toil: PO ya IbZ 3111' t9t /C 7Z-V111' 11111 1112 )na -GNU MANI $r. JRS OROMR et JMA now war 006 1 1 1 f 1 1 • 4' Drop of Ail Drives �- 1- 1 /TH Wearing Surface A • 4 6" 7" I SfRA'GIIT CURB r- 3' Bose Compacted Subyr d ,.� \fir flack of Curb _Construction Symmel•ical About Driveway S Face of Curb 3' TRANSITION AT DRIVES Wearing Surface NOTES: I There shall be a 1/2" seal joint between bock of curb and driveway. 2 Concrete in curbs shall be 3000 psi, with fiber mesh reinforcing — 4" Drop at All Drives 4 2 ref • A" 24 .14 Compacted NOTE. .- ./ When used on high side of roadways, the cross slope of the gutter shall match the cross slope of the adjacent pavement and the thickness of the lip shall be 6 ", unless otherwise shown on plans. f , / Wearing r 3 R ,, / Surrnre /4-R'. • 4 • Base TYPE I CURB OTYPICAI CORP CROSS SECTIONS car INDEX NO 101: I OF 2 NT CITY Of CLEARWATER, FLORIDA ENGINEERING DEPARTMENT *1":2,1' T[TM N r01?11 rIIrf 1 . sll•••• JCItng11 ter^ 18" L— — — Compacted 5 bgrade N Drives Wcoring Surface L'-{ Base MODIFIED CURB 3 Bar Coal I" I /7`R Bose Compacted Subgrode Wearing Surface j/1 a1,1� 83 Aar, 10" long, 56" O C TYPICAI CURB CROSS SECTIONS CITY IN11rX NO 101; 7 OF 2 HTS NOTES: 1 There shall be a I/2' seal joint between back of curb one driveway 2 Concrete in curbs shall be 3000 psi, with fiber mesh reinforcing PIN / DOWELLED CURB 6 "� Il. r.. 12' �_ — _. Con oacicd 7A,1 ), ' /.,T /C�� /��-Subgrod� .. VALLEY CUTTER CURB 3/4"R 0 = �'� ,:r ^^^^^^Compacted Subgrodc MEDIAN CURB I 3/4"R 0 -� Wearing Surface S /4-ft Bose CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT "msv Ttpe 1' +rKKAI, -d1® r er7 Varies Slope 1/4' per Foot Asphaltic concrete \ Bose \::: Se_ Index No • tahSited(CINnIlacted subgrade when engaged 2 AND 3 LANE ROAD e1F° Inside Lane /Lanes Varies Slope 1/4' per fool Asyhollrc tonerobe Bose course r- 101 021 NOTES 1 Pavement materials and Thickness, and base materials and thickness will be Slated in construction drawings end scope of the work 2 See construction drawings for curb type and lone widths. Outside Lane Varies Slope 3/8' pp. fool 4 AND 5 LANE ROAD TYPICAL STREET SECTION CITY NIDE% NO s 102; I OF 1 NT See lodes No 101 \ slams ;Aed /e•fead511115104C ed 55104C when eeglllreo ln w e. CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT V •• 111 1LAL •1.521 ALlbS x�T� etre 1a 1 T12' (0' Mae sawed. Iwck.es.) Replacement base material snail be apr'awtd r., In. Errors., p., CI T MI.,. •' acr'aInr•. >yr.n1 kw Pmner 1 AuRMOw.c are?.ln t ND lab. - *5.615 is al nosh, a,t..g Ira IheNt, .1 e■ 7' Ref • shall be Type S-1, ihirama Dn._a. alter .,.e >pecJ.ed 6. end II Meow! e, lull lb111w f abeel an ongilsHka.t InslWlafia.r. eop led - IW.>.I1sL J 1 ASPHALT STREET AND DRIVEWAY REPLACEMENT REQUIRED FOR UTILITY CONSTRUCTION OSTREET AND DRIVEWAY REPLACEMENT FOR CONCRETE & ASPHALT'C CONCRETE SURFACES CITY INDEX NNO Ts 104: 101 I r; s ts Mxs. YonnM /s 'Ape 3,000 psi Fiber Mesh 1106 p tit u wan,. 4' of or uhng ppIrwe to Ow dal tOtl,N • Cwul.v Cserua,1.4 '`Rd: baled Tent . Side 4 tie: I.6' urdil W •reads 6' two I A' CONCRE; F RE I'I ACF MF NI RE QUIRE It FOR UTILITY CONSTRUCTION CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT :19111 MID LNWEWA, cIM rRfw MJUr Whir r 0euwF2. w SECTION A -A Normal Ioile! Culler Corti Section Sea tor. 101 L SE CI ION H -H jG Creentnsu SECTION C -C CONCRETE SWALE DETAII VAI I FY GUTTI R CURB OCITY INDEX NNo T5 107; I Of I NOTE. Subiecl Io City Eng:leei s approval to he nsM only in imam: sitaolians CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT Latl.ilk Il SMLL n!rt!._ A DETMI �D Vel Y - 1 GU • SI CIION A -A Normal Type I Curb Section .re MAr• 101 SECTION D B -1 I It SECTION C -C IT AN NOTC: Subiecl to City Engineer a approval la he used only in unique situaliuns CONCRETE SWALE DETAIL I YPE I CURB CNN INDEX NO 109: ' Or I NIC CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT u "rte nee w "UP NfAir If eNAI OE At TIFf I Cone NOBS the old111 w 2 r Nrstr Pai'v w°olawc e, a Mw N a In* r uLyr ∎r.. stin Fiber Ivonnl N ._lee v I* A Inw Aral "e^ / . 0 ,.n.,.M�,M',..io i r n. :Ienx.m Nem.a. Ch.% 1' °. \I C. :,II ten. a1.. j Mn. Tarp. —.!Z,1 5 -. g____,,. Slvae hV-- _ - - -Ar: , •Ill. j6' 'k------- �,: _,. dak,I 4 Nwl TYPICAL DRIVEWAY CROSS SECTION R 12un NNdv.lt"S Ire u1 y NjM��{{{}}}3 5' Mr A,InrM trn1 21 f,.nr'y NMI 27 0 Hock of Curb I /1' pi. Foil • 3000 ph contact. 4 Mine Coaslr 6' Thick nl driveways with 6 "6 6' /t0,I0 SECTION B-B welded .ire I b t (see nele T) R.more entire C1.1b and Nsyore as Pod ef deco• Pue , Tedured Sarlccr I 17- Mao few` r ka a -- - --- - --- SECTION A -A OTYPICAL SIDEWALK CCNSTRUC IiON & RAMP DETAIL CI Y INULX IP Ph ' 0' 3 MI t. CI Y OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 'sWCAI „,Le_iWNa tdT” C1�r xTICW 11N9 -.seil..• M' c.a �HAL1p IXtAA 10, 3 ISOMETRIC VIEW C C lly IRµJ INAI I ,' 's leas Ilion 46' the Me slot. of the oared fide she .arl not emceed 12 I. 001.10 CURD CURD I INMINIIfn I f — ELEVATION A A R.kCE'. Ir tAttIO/OTr TYPICAL SIDEWALK CURB CUT RAMPS PHYSICAL I Y HANDICAPPED CITY 157E1 NO IC9. 2 CF 3 N I S CUNC Match E.I.1• If k ling Sidewalk Gram I'IC.reg or Olhrr NI.' Redlenci T.w al• SIDEWALK '.A iii DIh.1 Nan�W.i M,t �'^''�Iws 4./S' RAMP CUNR ' o)I tap. I Lunt I Remove Hack of \j\ Flow 11ne it f +Ming RETURNED CURB RAMPS Vµ161 (-,T•IR CIRs1 C.M.L RAMP +A M• 6 Verepro It., YI It �1/;1 MAS. SECTION B -B NOTES L Rumps itie dehmied I the Unloan Federal A tit1y Stamlanla to comply ed. Inc America s Ih nsll' A I 2. Romps She.. N Tactile urface. M Textured to a Deole Not L.ceed ee I/a by use p of rd.rn Canlormance with ReoMrernents 01 FOOT Roadway dad Traffic Design Standards Detail 304 Cr Mat R. I Mod,NCYRns CI Y OF CLEARWATER. FLORIDA ENGINEERING DEPARTMENT 0V. ' C11.1 In1'iCAL DltrahL 31P9 f1,1 RAM". PIII"aVAILS IyaCICNNYD_., 100% DRAWINGS A.1I Fr 1MreR.A1M• Annedot on Tw7'm1 ..cR•¢ d 11317/1ETTE 7 urn 040 OAT( C: 1005 DRAWINGS B: 907. DRAWINGS A: 605 DRAWINGS JRS II/30/12 JRS 8/1/12 JRS 5/8/12 REVISION oA4 CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 100 3 Myrtle Ave Clearwater, Fl 33750 WATER TREATMENT PLANT NO. 2 — CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT CIVIL DETAILS -DOG AAA C17 / • } 'ty ...sag. Ills y,. j4t71 710 -0R1L wel 2012024 1020013 /AMMO ras tasswegnow a.. NN.W. Ratw1 o I1 /30 /IY 5RS . SOtb sr oAeaa r /n1 ,jk R_ 7MA 0 °h11144P MM.414 WINK .4 FSeeP OATS To Overlap filler maler:ol IBC ocrnss lop of nggregnle. ° _ — 7,1• t_ _ rJ o _ m _ _ ... w t n ' I_ -.0• __.... WI LINO ASPHALT PAVEMENT REPLACEMENT INENCH COl TIM NAVY) -_ wI In Nor[ t 15'.0• _..... "�. MILLJNO j • 'A• An / " ,y ■ it "TI NOTE: I TRENCHES LOCATED WOOER PAVEMENT OR INSIDE THE 2' HORI20 SPRING TO I. VERTICAL SLOPE, DOWNWARD FROM ROADWAY SHOULDER OR THE BACK OF CURB AND, FROM SPRING UNE TO BOTTOM OF SUB -GRADE OR THE FINISHED SURFACE OF THE EMBANKMENT, AS APPROPRMTE, SHALL DE COMPACTED TO A DENSITY 2 TRENCHES LOCATED OUTSIDE OF T E 2'9HORIZONTALCTO 1' VERTICAL SLOPE DOWNWARD FROM ROADWAY SHOULDER OR THE BACK OF CURB AND WHERE NO VEHICULAR TRAFFIC WILL PASS OVER THE TRENCHES, BACK FILL SHALL BE COMPACTED TO A DENSITY APPROXIMATELY EQUAL TO THAT SOIL ADJACENT TO THE TRENCH BUT NOT LESS THAN 95 PERCENT OF THE MAXIMUM DENSITY AS DETERMINED BY AASHO T -99 METHOD-C 3 REPLACEMENT OF THE PAVED SURFACES SHALL BE MADE IN ACCORDANCE TO APPLICABLE LOCAL REGULATIONS EXISTING PAVEMENT EXISTING uuoE -_ 6. LONE SIDEWALK 022 •;y ' \x /,S \{ ,�� ,, 2 2 • \/ Pettrnelel Al rwyreyole , In Do TMlly wrrrpped W11h Non Deorad:no fi0nrovis Filler Typo Male/1.21 as Directed by Engineer, -- MiraR taD N or approved evu01 ,l, /4�/ ��\ t'` N j % 1 ��'� c CHAMFER _._. — g EL ',. o r. H m 1� ., �\' y s,Mr VARIES'(SEE PLANS) L O0 - - -T- J:O.O ''''..o. \�_ ,`N \ _ _, _ _ Vii_.,\ 1? uoTT eon •J 0 .� `1 0. OfT _ "nM1✓' °<T -au oo' �+ _ -- A� SIDEWALK REPLACEMENT DETAIL 4 TA• rW Iw ...,,,, 1 mow, moy A' �W„ IAra . " �BB•SBI� �E° I• m in « nRIHI �`RARA °II: TA+• .w.o ANY rc .urw° Mm.c xi ALOaAro �` a ,. I IT,. u 1e ate Tar Mnderdosins shot' be ns `. ripe In the IDOL STaNhrd 5perd 1 S N_99 9n 1m A eelr --311 •JDI Cose agate, On1 ShOTI ''571s \ - wAVTLT ;Tie ,ti1V �, }.:VYYr{ :CfW I 7 �•�.1 N.•,.'� .•�•'�•�yA'S- •• }?,. �. j1 /L`r� /% /jy/7��L 't SCALE: NTS - _ J.�6 1 _ Unless otherwise noted � `!! /s\ ` � underdra -n olpe shall be 8" Spechcalions E =STRF6 ROM 815E I C PACT CO IPAYERS IN bs either f4 no 1157 IT used it use / /‘;',,C). :, /u;`"�/ / diameter PVC, with perinrnlions be Wpsl ed and screened to I lr uve ones �\ \ /.; \` down - See l echacal The aggregate ropy he stone, slag, or L� for details crushed gravel UNDERDRAIN Solid pipe (w /o perforn0ons) is to f)FTAII be used under drives and roodwoys, backlill BACK or CURB • R W LINE \ /- with compacted e PITY INN, NTS71 A: 1 OF t EXIST. GRADE — 1 • r AS REQUIRED REQUIRED NOILS: 1 Al I MATFRIAI S. WORK AN IHIGKNLSS tlUl SHALL NO TESTING THAI) MFFT PINFI I AS COUNTY STANDARD SPECIFICATIONS 7 ASPHAI TIC PAVEMENT SHAT I RE TYPE SP -12 5 PROPOSED THICKNESS THAI I MATCH EXISTING LIE LESS IRAN 1.5" IN UEPI H. ENURE. W:'U IH 01 ROADWAY SHALL BE MILLED AND OVCRLAYCO 3 TRENCH SHAI I RE BACKFII I FD WITH 100 PSI F: OWARI F FII I TO BOTTOM OF ASPYAI T 1 PAVFMFNT RFPI ACFMFNT THAI! RE DETERMINED BY THE I OCATION AND DEPTH OF -HE TRENCH CONTRACTOR SHALL ENDEAVOR TO KEEP OPEN TRENCH WIDTH TO A MINIMUM IN ORDER TO MINIMIZE IMPAC IS AND HLSIONAIION LIMIIS WII IIIN PINELLAS COUN.IY'S 100111 -01 -WAY, ALL PLANS. 5 CONIRACI OR ANSEL RESTORE PAVLMLNI 10 MACH IHL GRADES WHICH LXISILD P`HON 10 CONSTRUCTION ANY ADDITIONAL SURVEY NFCFSSARY TO ENSURE THAT TH,S RFOUIRFMFNT IS MYT SHALL BE PERFORMED BY THE CONTRACTOR AT HIS EXPENSE CAL SECTION FOR FLEXIBLE PAVEMENT RESTORATION TYPICAL 2 WI I HIN PINLLLAS COUN IY HIGH I —OF —WAY _ T EXIST. SEWER P1 LATERIAL 1.. I I _- CI T OF CLEARWATER, FLORIDA 12' ABOVE ....:�T _ anwo ENGINEERING DEPARTMENT NDE NOroV.v e.41 a [iAVO u M.. - - DST CQ4PAC7 IN 6 LA 15 - ws "I1-- I I _L T� ^ wI`"'"n' "^ n Muo 1 . . . 7- Z PROPOSED RAW 0 to POTABLE ' f 0 8E801T10 MATERNA r SMARM WATER MAIN NOTE: 3E. T EXIST. SAN. SEWER I 1. CONTRACTOR TO FIELD VERIFY LOCATION }1146 DEPTH OF EACH LATERAL THAT WILL BE CRISSD BY NEW RAW OR POTABLE WATER MAIN TYPICAL LATERAL CROSSING DET MAN I 11� 12' DM SCALE. NTS TRENCH BACKFILL DL I AIL g _ -- I IInkIwoous PIN: s DRIP LINE rl F. r� ---'� PVC /HOPE MAIN -- =E''� DIP MAIN PVC /HOPE MAIN SPECIFICATIONS - WOOD BARRIER °Mr ARt "D -. ' ` /! I _•`, f `i �/ . - ',. _ _ _" L _ ml f Ifa J t0lI. 1'}"(`!,}! ( ✓\ -`"j(J r.l ,_ Lv'2A I A , ( CJ I MINIMUM RADIUS TO RI PROTTCI A HARDWOODS - 2/3 ORIPLINE D CONIFERS & SDAL PALMS - ENTIRE DRIPLINC , UPHIGHIS - AO LESS THAN 2' x 2' LUWNER J IIOOI /ONIALS - NO LESS IRAN I" X 4" LUMBLH I BARRIERS SHALL BE ERECTED AROUND ALL PROTECTFO IRrrs AND PAINS, MID NS•CCTTD or CITY BEFORE CONSTRUCTION BEG NS FINISHED GRADE MT' WATER IAAIISMI'SS101• REPRESFN'ATNE `L) t� 5 UPRIGHT PD515 ARE TO BE Al LEAST A FEET M LENGTH CA� Q 1 PVC /HOPE MAIN III. .'llll.. � �I� MJ GATE C r r I 1I p I MJ GATE VALVE A l L._'�•% ••• L YxY1 • Z 01 , WITH A MINIMUM OT 1 1001 ANCHORED IN GROUND AND E•' J FEET ABOVE GROUND •� V(�51i, G fl+PRIFRO 10 RFNAIN IN PI ACE IINTII All PAWNC, S CONSTRUCTION AND HEAVY EWIPMENT G OUT OF AREA FURTHER INFORMATION MAY RE ORT.AINFO IROM ow IAND RESOURCE SPECIALIST AT 562 -A7AI n °Ir ^\ \ {Y{ • ICJ Iw `n\ _ J6' OR ST PRESSURE PIPE, CITY Of 51 PETERSBURG WATER TRANSMISSION MAIN \ NJ VALVE TEE 'TI )'.... NOTE: 1) ALL PVC JOINTS TO BE RESTRAINED 2) DIP SHALL BE USED ON ALL LOCATIONS BETWEEN FITTINGS AND VALVES OR BETWEEN TWO FITTINGS WHERE THE DISTANCE BETWEEN THEM IS EQUAL TO OR LESS THAN 18* a TYPICAL TEE & VALVE DETAIL 4' MIN 2/3 or IT • LINE y � . Lni x11 EMIR TOIL -� T I1 IIPRIf.HT 0 a i Fm LY n $ _ HORIZONTAL . TOROTH .+I `I ` HORIZONTAL ,. PROPOSED DIRECTIONAL DRILL PRESSURE PIPE OR UTIUTY CROSSING NOTES: I ``I' I "' j //i `\` V. /// �\ w� I'•� \�`O,i `GQ N SF �' NIA // •94..i.2‘" A� ♦ y /� TI 4A ' L ` O 1 AA W _ 1 • N — 1 *" ; W ' --- -y NSA j �•iNS/I.j - F IF�� Not �' . 'A.�FLOR‘v.' .. �� TREE BARRICADES TREE BARRICADES C` CLEARWATER INDEX Na 909. SR I Al I N S. e Rev 4/09/03 1 EXCAVATION IN THE WATER TRANSMISSION EASEMENT FOR RECOVERY OF BROKEN DRILL EQUIPMENT WILL NOT BE PERMITTED 2 REQUIRED DIRECTIONAL BORING EQUIPMENT LIMITS TO BE USE FOR CROSSING WATER TRANSMISSION EASEMENT; A: 5,000 l0 7.000 CBS. [I0AGT/UIIWCK -Ii TO 1' ANO UP i0 A DSSTANC OF 900'. B: 7,001 l0 12,000 IRS. TFMII+T /('1ILBK.IL -U TO 6' AND UP TO A DISTANCE OF 600' C: 12,000 To 11LaCR 55 11APPLIC APPLICATIONS. CK -UP 10 B• AND UP TO A DISTANCE OF BOO'. 3 THE ELEVATION or CAN'S WAIL TRANSMISSION MAN SHALL BE FIELD VERIFIED AND SHOWN ON CROSS- SECTION FOR ALL CROSSING A LNG AREAS. 4 THE DIRECTIONAL ATE DTRANS STAGING AREAS FOR THRUST MD RECEPTION PITS SHALL BE LOCATED OUI$'UE THE CITY'S WATER TRANSMISSION EASEMENT CITY OF ST, PETE e DIRECTIONAL BORE CROSSING UNDER WATER TRANSMISSION SOT 06/02 EASEMENT DETAIL 9W11 03/06 DECEMBER 1999 550 —55 - PUBLIC WORKS nRING151 RA HON ENGINEERING _. _ -._ ___ --4.,;'. V/ 9,os INDEX No YL'9 c r m n. M. 1ItLl UAItR16AL`L'_, EA. 10k1 IMIr rlsem IWw Arr `" 1 °' " or , L,,`),1 e Su. ;� Leal 100% DRAWINGS_ - - i11WlID ew. -... dA• 1r I A r_ ," T r CITY OF CLEARWATER, FLORIDA - fil',j" ^ �•�,v. ENGINEERING DEPARTMENT re•�_.. R 100 S. Myrtle Ave 1 CleerWeLer, Fl 33150 • •>' � 14 i C .L .. t:..• ' Los Nc nM• * •ypM Iw L�M�I1rb rLON� 0� rLr1 Ir IR ,)M4JFP.'7� WATER TREATMENT PLANT NO. 2 — CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT CIVIL DETAILS pee Null: GOB 40 80., BED Or E "RI tvII.ACI nor 2012024 u. A, ' TA Z30/12 DRAW el. IRS NoRD Ammo eh C: 100% DRAWINGS JRS — JRS 11/30/12 — -- 8/1/12 ,r. NO. 102008 WW2. At NVi1 IMMO err ANA v111M 0'L2 B: 90X DRAWINGS -- A: 607. DRAWINGS rAAIa.EO TOR cwsleucrX. rmlcN N.era GAIL i.rieiln A JRS 5/8/12 REVISION BY OAR TV DOWER IwsIArA ° oAaaLN. RE W nnI °.K mr OMrI¢+mows e. RACOX'Ir 1 sun Gert WWI 1 1 1 f 1 a 0 IT U 3A 6 5 Pawn-inn' - 3000 PSI 2'X2•x6' Concrete Pod oily GX6 W W F - Compacted Subgrade NOTE: 1 NO PVC RISERS ALLOWED See Note 1 2 -126 I racer wires 2' PVC (Sec Index # 402,0 Sheri 2 of 5) 3 -Piece Adjusluble Valve Ito? ti (No SubsItoles) 7..i Mech Joint Valve Deoth of Cover for Woler Moir( liestroinirg Joint TYPICAL VALVE at BOX SETTING CITY I•WIFX 140 402, I OF 5 015 CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT '1171,'" __III ,'Y YNVE_. •. (III nii7y a MR1, 1 015 NOTES I EXTENSION ON VALVE BO% SHALL RE SET 50 AS TO RESERVE 1/2 OF THE ADJUSTMENT LENGTH FOR FUTURE USE 2 I/PERR ING NVI SHALL UL SEE SO AS III UL WIIHIM 12' IO Id' Of GRADE INSERT. 3' BRASS IDENTIFICATION (NSA IN CONCRETE 4 INSTAL, 2' PVC WITH PLUG FOR TRACER WIRE STORAGE 5 LOCATOR MIRE ACCESS - 2- (WI'NC OR GRAY) SCIIEDULE BO PVC. CRASS rEUALE AOAPTON COUPLING 1110 2' (MASS PEJG 0/ RECESS NUT TERMINATE INSUTATrn, SOHO IT CAUSE COPPER TRACER OUT AT 10P W/ A MINIMUM IT' Or IX1RA DIRE 3" BRASS IDENTIFICATION 5150/ 2'0' CONCRETE PAD-` (_) WATER tA, COVER INSCRIBED WATER IYPI Of VAI VE: — SIZE OF VALVE EMI II RE Y, GAZE OH PETE. - DIRECTICN 8 NUMBER DE IUR IO OPEN VALVE \'`-2' NC x/ (SEE NOTE 5) WATER VAI VF BOX CONCRETE PAD PLAN VIEW CITY INDEX NO 402; 2 OF 5 N.1 S. 4 ' GAIL VALVL �L -13 WATER TYPE OF SERVICE: -_ WATER (POTABLE WATER) 3" BRASS IDENTIFICATION DISK CITY OF CLEARWATER. FLORIDA ENGINEERING DEPARTMENT ti INN WO VAI Or IF]x F'ORJCPEIE PAD PIwN VIEW PENETRATION TO BE MADE BY MECHANICAL ROTARY CORE BORING AND SHALL BE BUTTERED WITH NON- SHRINK GROUT TO PROVIDE A SMOOTH SEALING SURFACE GROUT SEAM AND SEAL TO MATCH LINER EJUSTING MANHOLE FLOW 6" TEE PVC REMOVABLE PLUG (2) 012 COPPER WIRE (CONTINUOUS) - 6' SAN FM PVC (C -900) 'WALL SLEEVE W/ UNK SEAL s -ai6 OR EQUAL. SN ao gn -KEEP TEE AND DROP PIPE AS CLOSE TO WALL AS POSSIBLE STAINLESS STEEL ANCHOR (TYP.) 8' 45' BEND PVC MODIFY EXISTING CONCRETE BENCH & REBUILD BENCH TO ACCEPT NEW DROP PIPE W/ NON - SHRINK GROUT NOTES. 1 ALL FITTINGS SHALL BE AWWA C -907. DROP PIPE SHALL BE AWWA C -900 (CLASS 235, DR 1B) 2 ALL HARDWARE AND FASTENERS SHALL BE STAINLESS STEEL. SANITARY FORCEMAIN RETROFIT FOR INSIDE DROP CONNECTION h T 5 ON ALL TEES. A MINIMUM Or v' SHALL 01 RESTRAINED ON EACH RUN LEG DO NOT USE FOR = MINNOW LEACH IC Bt VERTICAL OFFSC TS RESTRAINED ON EACII SIDE OF CITTI11. (II ) iT = CCNIACI ENGINE ER TOR VALUES EIGURLS BASED AN 30' OURS UEPIH, ISO PSI 1151 P11155061 FIGURES IH1N'1 AUPIH TO PO1V WRA'PFR PIPE NOM PIPE SIZE ELBOWS (deg MINEEDIMILION Q 17 1A D 23 30 7 3J 42 0 22 17 4 7 ft /6 I ® S3 A 97 76 63 TY 1 17 VALVE TEES BRANCH DEAD END THE FOLLOWING JONES MOST BE RESTRAINED IN ALL APPJCAIIONS: 1 TEND - INI IT AND OUTLET 2 TEE - ALL ORANCIIES 3 OFTSETS - INLET AND OUTLET 4 CAPS I'LJGS 6 DEAD ENDS 7 HYDRANT RUNOUTS SHALL BE RESTRAINED AS DEAD ENDS ROTC: THRUST RESTRAINT UN SLIPJOINI UUCIIL! IRON PIPE SHALL LIE US PIP! HELD LOCK GASKETS TON :VIOLA MINI PIPE Or AMERICAN IASI -GRIP CASKETS FOR AMERICAN FASTIIE PIPE THRUST RESTRA. NT ON DUCTILE IRON FITTINGS SHAH RE PROVIDFII RY THE USE OF MECAI U0 RFI /MFRS ANU MECHANICAL .OINI IIIIINGS. O DUCTILE IRON PIPE TIIRUST RLSTRAINING CITY INDEX NO 403; 2 DI 2 N I S 243440 30, CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT P. UUC IRE •Too PNW .4 .. 1HRUV wwwm W N PF'IIPAMWG 1 rj SEPARATION REQUIREMENTS FOR WATER, WASTEWATER AND RECLAIMED WATER MAINS HORIZONTAL & VERTICAL SEPARATION REQUIREMENTS PROPOSED UTILITY POTABLE WATER RECLAIMED WATER HORIZ WASTEWATER (GRAVITY& FM) STORM SEWER HORIZ VERT VERT HORIZ VERT HORIZ VERT POTABLE WATER 3' NOW I 12' 12' ROTE 1 3' NOTE If 12' NOTE 6 NOTE 3 12" NOTE 3 12' 12' 3' MOTE 1E3 12'/18' NOTE 261 RECLAIMED WATER 3' NOTE EMT 3' NOTE I 3' NOTE I 12' 12" 3' NOTE( 3' NOTE( 12'/16' NOTE2 WASTEWATER (GRAVITY AND FM) 6' NOTE 3 12' ca., I NIA 3' NOTE I 3' NOTE I 12316' NOTE I RIGHT OF WAY NOTE I 3' E t N/A NOTE t WA WA N/A NO IDS: I IHIS SEPARAIION HEOUIHEMEN' IS IQ ✓KO\RUE ACCLSSIBILI I 1010 CONS IHUCHON AND MAIN IENANCE. (HOLE FFFT OF HCRI7IFLTAI SEPARATION IS THE MINIMUM FOR PIPES WITH THREE FFFT OF COVER. FOR PIPES INSTALLED AT GREATER DEPTHS, PROVIDE AN ADDITIONAL FOOT OF SEPARATION FOR EACH ADDITIONAL FOOT OF DEPTH. 2. THE '8 -INCH SEPARATION REQUIREMENT APPLIES WHEN THE STORM PIPE CROSSES ABOVE THE CCU MAIN, AND WHEN -HE STORM PIPE HAS A DIAME TER EQUAL TO OR GREATER THAN 21 INCHES. OTHERWISE , THE REQUIRED SEPARATOR S 12 INCITES. S. THIS SEPARATION •VEOUIKEMEN I COMPLIES W11H MINIMUM WEB SEPAKAIION HEOUIKEM'EN IS UU (LINED IN 67- 555.314, FAT. VARIANCES FROM THE FDFP REQUIREMENTS MUST COOP; Y WITH 67- 555.314(5), FAT AND MUST BE APPROVED INDIVIDUALLY BY 80TH FDEP AND OCU 4 DISTANCES GIVEN ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE 5. NO WATER PIPE SHALL PASS THROUGH OR COME In CONTACT IOTA ANY PART OF SANITARY OR STCRM WATER MANHOLE OR STRUCTURE _ (MAIM( NAM. 15 F.A EXIST TO' RAW (BRACKISH) EXIST I6" WM (COUNTY)) EXIST 16' WV \ IWT 111411W PI IMP A' RAW PIPE (FRESI I) HRFF TOO ��OEBAILIO!ED HEADER IM4 P WH•..P01NI3 (Mc) PLAN VIEW 10' UM WIORI -PEA INTERLOCKING / STEEL SHEETING FOIST 16" RAW (fIRN:NISHTT- / EXIST ID' WA (COUNTY)) B" OAR (1 111511) HOPE DR9 ., CUT OUT SHEETING AS REQUIRED OR DR.VE TO JUST ABOVE AN3 AROUND NEW PIPE MIME y16 1 1RIG AS NE LUNE ET 4 / EXIST GNAUL DEWATERNG I IEAOFR PIPE 023 • O" (per 1 -- C..•.1 TO' WM j( (f) p -AEI I PONT (TOFU P) H / INDISTUNHFD EARTH L , - {_} - -U F -- --1___J- i t-.- TDr -IN GAPE I.NC• Al RFOU RED SECTION A -A e GENERIC BORE ENTRANCE /EXIT /PIPE 11E -IN PIT LAYOUT SCALE: NTS NOTES. I THIS DETAIL IS TOR INFORMATION PURPOSES ONLY CONTRACTOR TO PROVIDE TO ENGINEER FOR AP0ROVAI A SHFFTING /SHOR!NC. OFSICN OF THE PIT, SIGNED N SEATER RYA PROFFSSIONA. ENGINEER REGISIEHEG III 'HE SIAN OF FLORIDA 2 CUIIIKALION 10 TEMPORARILY STIPPVRI RESTRAIN LXISIING PIPES W. THIN HI AS REQUIRED \\\PRVA ' z:,,/ 7: CO r ;:�� 4<` .FLOR��p' t1� /// 0 /ON AV- \\ \\ URSTaw w.w •W4.M F'1r4 Ir T60 I4wWE. rNxirt S!•6/ Pxi f4�ttJ 2M -I t11 F- ilir 6 s+ MAW 110 •. 100% DRAWINGS IONAxN OT BAY TET Art 100% DRAWINGS 8:90% DRAWINGS A: 60% DRAWINGS JRS II/30/12 JRS 8/1/12 JRS 5/6/12 REVISION BY CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 100 S Myrtle Ave Cleerweter. Fl 33766 WATER TREATMENT PLANT NO. 2 — CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT CIVIL DETAILS btxsca CIB ml AK 2012084 102506 36 660 WI RENEW 11/30/12 IXaaA6 6. BVH E /HS 11FIJ) /N -•3EI YAK NN utFA10 SO JMA an 01•IR4W mama •. •.311111 wt E MIA PEW Stop Less Check MUELLER H14350 with Lock Wing and Compression inlet or opproved equal. Threaded Corporation Stop MUELLER 1115008 or approved equal (Tap of 45" angle) Saddle required on 4• P.V.C. only Iron service saddle Ford FC 202 series w /stainless steel band ar approved equal Water Main Water Service Tubing \ Oriscopipe 5100 or Endot/Yordley Blue Jet, SOR 9. 3408 Polyethylene ECHLORINATION TAP CITY INDEX NO 408, 1 OF 2 NTS CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT eYILA• E!N[MIIMTAW 7A) NA . 41 END CONNECTION Restrained 2" Topped Plug TEMPORARY BLOWOFF AND SAMPLE TAP O 0 T wnrx NO 405, 7 Or 2 NTS RING - HALF PLAN ti 5/8" M,o 4 Requires TOP CONNECTION CITY Or CLEARWATER, FLORIDA ENGINEERING DEPARTMENT u 'f Tfu4i011.M07 EIE3Wr(7 S•rlA __ - AR? - Non Skid Pattern Required Pick Ilole 11131' / f� " ❑U❑ R W 1 1 / \j1 11 -, 0 n ' I (_1 /.1 II II II IN I `1 D 11 f _ NOTES Rrqili•e3 --- .: 1 1 1 1 1 1 7 I l i 23' _._.. 1 The, e rot-dm,/ Dose is 1 ❑ FT 1 No 1 yr - -- or tnckcr, use 9 013_1 "o- -.. 21" r.ny _ VurtlineJ Sullnca 2 Mun Jle,clure,s rnodel of I storm ring clod cover to SOLID DOVER �. be opproved by Cil2 Engineer 27- 3/1" 1 +a ,.. TT G -: '—F 1.1,,L c 6' 0 ed `.(ohs.," SOLID COVER SECTION 9inirnurn Weight 1 28 Ibs e COMBINATION AIR VALVE MANHOLE COVER TATS tAl OF 2 3` BRASS ID DISK 2500 psi CONCRETE r•R. l �4 BOXjT' C,O21-1: IN , -k 3E0 RI (I AIM00 WATFR PLAN VIEW._ SCALL- NIS *011: )5407 00510504f 107071071 SHAH RF COORDINATED 0115 k APPROVED 0Y OWNER 2 ARV 7077 0 5110E 5HN 1 5401 RE 1 CCA700 IN DRAINAGE SWN F OR OTTER AREAS WHERE II 15 SUBJECT TO SOBMERCENCE 3 ARV ENCLOSURC SIIALL 07 (OWED OUTS'DC OF CLEAR RECOVERY 205E 4 DOWNWARD EALING ELBOW 10 PE SCRE ENED 710 LAC 67- 555320(21)(5) a RSWW 852 S INSENI SIEILNLRS SHALL 01 M4N0107IUNEU BY MANS COMPANY PO ROX 030340, OCNA 7108700 14451 6 POLYETHYLENE ENCLOSURES SMALL BF OLIVE GREEN FOR RAW WATER VMS, CONC7NTRAIF 114E AND FOR n3CKWASII 1'NF 10' -0' (MIN) (SEE NOIE5) [:OMNINAIION AIR VALVE W/ REINFORCED NYLON BODY --- 5!L IA511.1 1 1' -0. (TIP) (SLY NOIL;1 1.111E W 70651C1136 - L- 314 S5 HOSE CPU. {NW) (Ma4ASILN CART \° MCDE, /S 53015025 dr S30151,85 aR AETROVI0 021I540 GRADE \ 7' DOLL CORP GALL VALVE (DID) W/ CRASS 1101101E 2500 051 CUNCNL IL NO PVC RISERS ALLOWED 1 135,165,32' (Walla.) POL11 I FM NE ENCLUSJk1 001FR W/ I0CNINC• HASP (WATER PLUS COPR MODEL /131612 OR 007500() F011N ) 1- PIECE AOJUSTMII1- WATER VALVE BOX r- - - -�- (NO 5UBSTII 1ES) - 'r- - -- - 2" SD' 0100 ✓ (1,097' • 4,3M1• ) TABLE 1 COMBINED _AIR_VALVE. TYPE PIPELINE PAW WATER ONCrNTRATr /POTAPr r ARI VALVE MODEL D -021 PT 02 SIZE 2' 0 -040 PI 02 WHIN N0N5148 AI IACHMLNI 170 RAC ASH / FOR 14-021 1'1 01 III 12' BALI SERA :GP1 SERVICE /ALVE MUELLER: 13-25145 OR 1016AL 2" P E 1JO:NG MUELLER 300 BALL CORP VA,VE (TAPE THREAD x 110 COMPRESSION) CH LUJ4L sIRv:r,r 5808 » -BON O COMBINATION AIR VALVE SCALE. NIS ■' SIONC BCD 2" BRASS PPE 2' 90 00710 (COMP • GIP) 3 P E DATING (SLOPE UPWARD 10WARD 972 0100 AI ARV) AO PVC 0n105 ALL 3 -PIECE POJU5IABLE WATER VALVE 000 (NO SUBSTITUTES) "— 0" 90' nrrin (042.70) 4" RCSIIENT 'WCUGC GATE VALVE (4J) " S ✓001 PIED! (01.01) ILL (NMJ) 04 COMBINATION AIR VALVE (TYPE IV) FOR CONCENTRATE PIPE - 0X15115. SnrWNK BASE IAIIER101 VNK R00 A 000'0 MODEL USE 7E30 OR EQUAL /57 STONE (MIN 12. AL_ AROUND NR RELEASE VALVE) 1I -010 90019 992 7i -1VFNT AIR VACUUM VALVE SET OR APPROVED EDAM DRAIN -OFF FITTING 0/ 12" LC UIONN :012 -- -4 ".7_ REDUCER. 17.11 4" MEGA- FLANGE Be (BM �- 4" SPOOL PIECE. 7Ex7E -4" 90' Or70 (RXU.<0( 024 N01E5' 1) AUJUSI VERTICAL ALIG4810! 01 PHOVUS10 WAI1HMNN Su 14.AT HIGH POINT AC70490114105 ASSF*RIv 2) COMB' NATION AIR VALVE ASSEMBLY S 011E 1'AL'/E 5HA,L BE IOCATER IN 30,1VA17 3) AIR VACUUM 1,,6 MAIERWLS SHALL DL' .51(110 PIPE, OP1-RATNG Tt,30, A SCREWS 51199E55 511(0 4,41E1 FLANGE, 50750,E SUPPORT 5' DRNII FITTING O0C1101 IRON WITH EPDXY C0AYN0 PER SECTION 09961 •2:N 08101 BURY: ANODIZED ALUMINUM 4) ALL FITTINGS SHALL BE RE51RANED NTS RING - SECTION Minimum Weight 7" 232 Ibs 9" 278 Ibs. 21" 1 -TI I 25 3/4" 29 I/O" RING - SECTION Weighl 85 Ibs NOTES 113 Foundry No 117 Ring And RI Cover, Or Fgool 2 Nnn Penelrolinq Pick I tole. I n ° 0 7 °0� 81 DDr, U r'u0 1 \ \D o00000� n 0r' 0 n 0 " -u- D SOLID COVER 25 I/O' SOLID COVER SECTION Weigh( 120 lb* O COMBINATION AIR VALVE MANHOLE COVER CAST IRON 0110 ■•01-8 NO 101; 2 or 2 NTS NAVE. Iv rwa er; t00x DRAWINGS IIMAM. WA ;o�r��L�t0 43 r n r••Y(N•a "4 7 C. 1007. DRAWINGS 8:907. ORAWINGS CITY OF CLEARWATER. FLORIDA ENGINEERING DEPARTMENT 100 S Myrtle Ave Clearwater, 71 33758 A: 60% DRAWINGS REVISION JRS JRS 11/30/12 8/1/12 5/8/12 12' (000841ION A'.R VN VF 1400701E FRAME k CO /ER 7 LISTING SIIFWAI K INC 11115115 (11001,0 3 -PIECE A(075TABLE NA1(R V01 BOX -.� (NO SUBSTITUTES) 4' 97 BEN[ (RM...Prl i 12 MIN .1 JJ L - 4" R SILENT 0EDGF GATE AL,: (VJ) 4" SP(01 PIECE (71.01) 85,4' TEE (RAJ) CCNCREIE GRADE RINGS 18 "x8 REINFORCED CONCRETE FOOTER (586 «WE) /57 5105E AO (MIN 1L ARCUNJ AIR RELEASE TALE) "1,;r 7 IA03(1 055 1140501 4IN VACUUM VAI Srl OR 007000(0 1-01101 DR2IN -OI/ FITTING W/ 12" 10 ORh1I 505E 4'43' REDUCER, F, FL 4" 0100- ELANGE BY EEMA 4" SPOOL 0E01, PE.PE ' 90' BEND (101,007) 501 LS: 1) 007057 '/0817081 ALIGNMENT OF PROPOSED MAIN 50 THAT 0 :00 00141 ACCC041000115 05510010 2) (OMR'W111(Nl AIR VA. 00 A55FMP 11 H [510 Val 41 SINAI RF 10721(0 IN SIDEWALK 31 ALL rIrTII.G1 SHALL 0E R1_5110150 OCOMBINATION AIR VALVE (TYPE Al FOR BACKWASH PIPE 7415 -H-799 - 1123 f -" WATER TREATMENT PLANT NO. 2 - CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT C20 004mIlACT 90. WATER DETAILS 1155,14 V. •6114: /l COMSTRUCTION Roe: Kn 1• I •. ` nt :an -45•0 Ytx w.1 OAS TIARA 11 /30/12 awe. 4. NA w 43014 0X04 47640, 'ELI MO 024 a1r fxuM1R uCAMfI o CU. , e r 1 11771 0 0 4 4. 31 'Jogs ae riminr 3:1 S'op. or !loiter Cmewrtien roeed Street G • a V e I `•' 'T _1_._- CROSS SECTION Pa•.: 511441 TOP ISOMETRIC VIEW Cer.elrvtk,• .rte I yriv, . TEMPORARY EROSION CONTROL CRAVLL INIERCEPIOR BERM CITY 100E0 NO 601; 1 OF I N I S Mrilding Rlnck (old 6- Fran Throat Web Horizontal CITY OF CLEARWATER, 0105108 ENGINEERING DEPARTMENT Roll of 12 1/2' Gauge Welded Fence, 2,2 Mesh, B" -10- D;nmcicr FI'.cd 410 .1' Sloan NO TLS: 1 Fibrous filler material in front of block prevents gravel from washing into slrurlr,re, 2 2 "X4" Behind block ant °cross throat helps keep hlo_k in pace Place :n outer hole a( spacer block 3. Bales ar hay and sod, nmaarly placed, may also be used ryrrJn IIONCI4. (Mrr8084 "'t,} - .NRRC }PtM 11ERu u7n I att 0441^!: Firer Mol.lyd / Building Black or Defiled Y.4- I.M.n1 -- .R_ -.r 01o, U TEMPORARY SEDIMENT TRAP AT CURB INLET C11Y'NOD NO 604, I OF 1 N T S ' I I ma CITY OF CLEARWATER. FLORIDA ENGINEERING DEPARTMENT „Y 1590EraA811 SEOSJER, ) a000M e, Help Al CORR 1571 tr-rol MN 11 r Jry45 rN Her A _ upslape Toe "t' - r8elvhet THIN Positive Crude to CWl.cllon Areu A _Y A A A �— 00118 Di. Fd-e of Charnels, 0•IC.Rr5 S.S. Noel — 1p.s k YnrBalyb l For14 —\ Edge of Channels. Dienes. Sales, Roads Side ::lopes k Undisturbed Ewa, PLAN VIEW tj �e I e Flatter STCIION A -A OlskalYed EYIh TEMPORARY EROSION CONTROL DIVERSION BERM C'l10 INDEX NO 402; 1 Of 2 N'S Yo, 50:p. 1:1 81. Dell* 180054 MM D.1ow PLAN VIEW CITY OF CLEARWATER. FLORIDA ENGINEERING DEPARTMENT 12Y 2.0. IEA0 WAVY ENO'/ON (0141804 DVERS9N Y MANN YD 1 can U.I Whcn Scdimcol 1 6" Bea. 151911 06.000 7- "--Leyte Out Mork lemp•+^8 Insert 'Je Wth Woe ` (:ROSS 1 : I01 I(N AA'a ern•^ Fu.r Circular Shape is Not Essential - Vary Shope To Fit O,oinage Areo And lerro'vr Observe to Check Trop Efficiency And M0dily As Necessary To Insure SotisIoclory Trapp 589 0' Sediment TEMPORARY SEPIMF NI 'RAP Al STORM DRAIN INLET s•s CITY I10E0 NO GCS: 1 OF I �� N I S USF SANDBAGS, STRAW BAI FS OR OTHER APPROVED METHODS TO CHANNFI RUNOFF TO BASIN AS REQUIRED WHEN STRAW BALES ARE USED IN THIS APPLICATION A SIL1 FENCE IS TO BE INCLUDED AS SHOWN ON II IL UPS IRLAM SIDE OF THE SEDIMENT BARRIER SEE. INDEX NO 60/ EXISTING PAVED ROADWAY SEDIMENT MMN04 11'\ SPILLWAY SUPPLY WATER TO WASH F /1/ VMLLLS 11 NECESSARY \) I ,0 o %� Rv a NOTES: I THE ENTRANCE SHAH RF MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLO OT SEDIMENT ONTO PUBLIC RIGI IT -OF -WAY THIS MAY REOUIRE TOP DRESSING. REPAIR AND /OR CLEANING OF ANY MEASURES USED TO TRAP SEDIMENT 025 2 WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR 10 EN !RANCE ONTO PUBLIC HIGH I -01 WAY 3 WHEN WASHING IS REOUIRED, IT SHALL BE DONE ON AN AREA STARI117FD WITH CRUSHED STONE THAT DR A,NS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN F1 OW :1 ..41,..,11::4;:4 41! 4:1 ;t14"r :i:i'�-w-4 ?1:i � :f i :► :r_� :�v i'i ?e �e 2 " -3" COURSE AGGREGATE 6" !HICK (MINIMUM) '1-1't'11 -r a -61 • •'#-1- /'e -I'1 L..'I-I'I.�i • DIVERSION RIDGE 50' MIN DIVERSION WHLRE 01443E EXCEEDSH27. 2 9. OR GaE-ATER FILTER FAORIC SECTION A A TEMPORARY EROSION CONTROL DIVERSION BERM C,rY 450Ex NO 602, 2 0e 2 NIS DA ucsmrnvr CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT el I TEMPORARY 1R051084 iONiR0) ;pxta'N1 G o. 0.0 DIVERSION BERM. 602 0041]81 B4' AC 5101,81t. Oalereneo Ronk 8016 lad w 011444 5,H14A X Yaf0W0 -\ Perm PLAN VIEW Wa18' Level During Storm_ CITY OF CLEARWATER FLORIDA ENGINEERING DEPARTMENT I II.WEIY IsD' tE W11 ' r�- R3M T11 J Sla/pl, eiiPve 5M E WTI nN9 ^T tar 2 FILTER FABRIC SPACING OF P0515 TO 131 901(0101 A r0 FFFI APAR1 118114 IAlaec MATCRa4 0CU1410 09511 O la NR rrusr. ow RIM 10,1 011-31... WCCD 00 51EfL POST BACKFILL6D TRENCH A PRO, MA'E11 e ACHES Or EATER 408111 MATERIAL ,T EXTEND INTO A RENCN AND BE ANCHORED WIN CWPACTED BACkfeT MATER AL 10 INCHES (VW) RUNOFF Afiltn0 VAT. 5411 (10 • ,N 1R:3,1f44 FOR ADDITIONAL STRENGTH 511tH IA8NIC *0115111 CAN HL 01100111.1 10 A ti INCH ;MAY) YORE MESH SCREEN WY,CH HAS DUN FASTENED 10 11 C POSTS INSTALLING A EILI_R FABRIC SILT 1-ENCr CITY 153Ex NO 602, 1 01 3 N - ;"TACHING TWO SI.T FENCES 11 FENCE god FENCE PLACL ILL LW POSI CT I„I SLC040 ILNCL WaaL N4 LNU Pw'1 U 111 I I LNCL ROTATE BOTH POSTS Al LEAST 63 DEGREES IN ' T A cCTO.. TO E CREATE A IGHI SEAL WTH lint FAME MAIER,AL 1)9501,10. rX Mpjtrl DRIK Borth 1 POSTS ABWr ID RCHES Wr0 Ter P N0 N0 - - - AM BURY FLAP CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT a,' M. :Ir.r1INr, r. 00 ILK 1Apnn; ':4„ 0 1 5) 54, II -4A'. 1 I • 1 x.4 545.4 • n' Y.• Pool, A 5ho1Id He Higher Tnon Point B Y Mne 2 Excavate n / . 0 Trench U stole Alun9 Inc line Of Slates Shoe, Flo. Rater '. °lion (Perspective Mien) 3 Slant. filer 440(41,10 to Stokes And Extend It Info the 8,5nc1 Sheet Flow Irslorlalion (Perspective View) 4 0008(11 And Lo.npocl The Feco.nled 51X Drainage Ir.sl u! :dion (110+1 L'evolion) INSTAI 1 INC, A FILTER FABkIC SIL I EENCL_ CITY INDEX 0 5D2 2 OF 3 NTS el Sag, 5' 80., 0,1444, 4 11.n vdrn.Nl i4u2 2' SI CROSS SECTION 12 2 STde Slope SlobJizetl S;ope / SpluMi I'od wad/ 0114,441ion Required it Pipe Empties into Other Thon Uody of Water fl -. 1'rpo TEMDORARY EROSION CONTROL SEDIMENT BASIN CITY 1 (12(0 NO G05, 1 OF 1 NTS C TY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT '4^1=.1 !LWOW ? `(NO"YMI )IyF f 04411101. .- 1114401( 6 MO'W 164 )84 Yre re CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT vier INSTALLING A it If :'k TANNIC uelL ,�,IG e, II 1 T ENO- WT a 3 100X DRAWINGS Ammo or imam. or APPeOwo an MA. I4 0! an OIWta IMAM • wt ft / C 1001 DRAWINGS JRS 11/30/12 0:907• DRAWINGS A: 60% DRAWINGS REVISION JRS 8/1/12 JRS 5/8/12 Iv DATE CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 100 S Myrtle Ave. Cleerweler, Fl 33756 WATER TREATMENT PLANT NO. 2 - CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT EROSION CONTROL DETAILS \�\\I\1 I 1 111 /j,1 \\��oPR V. HgA/A4 // i ..7573 * I 1 F N — t iL � [,� 7 r 4� <5w'• fiLOR��P'.1�� 40 C21 4021 C.1 X NM. M. Ml. 2012024 11/30/12 M,J JRS ., s 102006 AVM 3MA 025 980 -04 oA 2 5lrprO'r 81,1 5105. Y 4441. i MMN, 81 1 10.58 9811 V a U ce • 0 U N 100% DRAWINGS STEEL DR 11.000 11001 36 HIGH MAX PONOING HEIGHT FILTER FABRIC ATTACH TO UPSTREAM SIDE Of FOG! 14/1101I 12' MIN a' s TRENCH VW IN COAPAO I LU RACKFILL STANDARD DETAIL 116111111,1. 9' MAX (RECOMMENO(D) STONMA Ht r tr tot PORTING HEIGHT RUNOFF OTIMEC ALTERNATE DETAIL 120 NCI _Wahl CrISAYEL EXTRA STRENGTH IILIER (OHMIC NEEDED WITHOUT HIRE MESH SUPPORT STEEL OR ---._ NOON POST 1110111 1111121111INHP I ii immig Ivo ii pull • 11111111110, SI 'I' ME MAX SPACING WITH IMRE SUPPORT [NEC E . fi' MAX SPACING WITHOUT WIRE SUPPORT PENCE INSTAI I INC A INL IIJ FA8RIC `.SIL I FENCE lop CITY INDEX NO 607; 3 OF 3 TI T S NOTES I INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT ALIEN NECESSARY 2 NEMO/Ell SWANN I SHALL AL MINTS. lEA TO AN AREA THAT NILE NOT CONTRIBUTE SLITIMENI Ott SHE AND CAN 14k PERMANENTI 0 STAIN! 1/FD 3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO 11AXIMI7f PONTONC EFFICIENCY lelttItea CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT no. NO ,17131101.. 8,s,16,11,80 SI' ILIAC et T A 01140! MUIR FAROE Y TO Dl 4" WOOD FRAME, OvERLAPPING IROHIC 10 NEM STAKE TOP FRAME NECESSARY \ FIRI 501011113 re 4' WOOD FRAMF PONDING HEIGHT WAS OF DI / IA- MAX NOTES I DROP NEE I SEL(IUN! USIONERS MIL 10 EN USED FOR SMALL, NEARLY LEVEL DRAINAGE AREAS (LESS THAN SD) ILSE 7, 0000 110 P0111001 POT METAI STAKES (3 El MIN LENGTH) 3 MIN 1 2-4 4" WOOD TOP FRAME TO INSURE STABILITY 1 THE TOP OF THE FRAME (FORDING 41011) MUST RE WELL BELOW THE GROUND ELEVATION 1.10MISLOPS 10 PREVENT HUNCH- FROM BYPASSING THE INLET N TEMPORARY TINE MAY TIL TILLEsSANY 210 170.01,001. .2114 l.11 THE SII1OLIUHL TEMPORARY SEDIMENT BARRIER AT DROP INLET CITY INUIT NO 608. I Of 2 N IS CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT turcomt, OAITAIIIMI OJLTAN oAnotH One Mt I 0/141,4 l0 2 Ibis method Al kilet protection is applicable where the inlet drains in 4 /Natively flat area (Mope CO greater than 551 where the islet sheer* of overland/lows (nOt 040E00100 I cis) arc typical Inc method shop not apply to 111015 1110001q ca0c en !toted Roes. such os II slreel or highway enortIons ELCVATICol OF STAKE k f ABNIC ORILN I A TION 026 .44 CATTIER EXCESS FABRIC AI CORNERS ISOMETRIC vtf • TEMPORARY SEDIMENT BARRIER AT DROP INLET CITY INDEX 0 600. 2 OF 2 I'll N• • ,..,r_CITY TOIF,,,C,DLA,RWAT„ItE,L,ORIDA , ENGINEERING DEPARTMENT tiAOPIT14 Al ritou Wail ts'ils,li'• 1_ "TV" ' •I TYPE I 1/4 IN AL NOVI N/41 HI POSSFROPTIENO RONI FOLDS IAN COMPACT STORAGE DEPTH Arrn4tion1 TO NEED MILAN REINFORCED OMIT r 001011011 1001104(4 RMRIIIL, AVAILABLE IR ru, 11/111 STANDARD 1/4 Ill CHAIN ALL SEAMS HEAT SEALED GA, SANDED 424 SAFETY I..1K W1140 PVC SLOT COAT* C II (04 22) 04 VINYL COVERED . 'l ___--:__----7(1 • i:O FOOT '''F''. "N" STANDARD TENGTH [Am AtiLIMITINS 10 MELD SANEST RAIL (ITS REMO.* ENEES(TOF TRI114 MOATS) P01 OS EVERY G FEET Ire 11611 IPSO 6/16 414.11 C04100 CABLE (BLOW-UP OF SHACKLE CONNECTION) FLOATATION 5/16 IN CHAIN _5M55 PLATE. 44/ BALLAST & LOAD LINE —188- .76-r Fl OATING TURBIDITY HARRIERS TYPE I & Fl CITY 1NOCX NO 609; 1 Of 2 N TS CITY OF CLEARWATER, FLORIDA 1.110,41.LRINO DCPARITWOIT • • 14714734, 0.11610 lUITRIVPIr „Lt.% DAWIT R0 15011 I • IOW II ,-15112— STRESS 0,110 22 OZ NYLON REINFORCED OBOE TYPE III DEPTH ACCORDING TO NEED ,sss- PVC S101 - CONNECTOR TI 1LOATA 11014 1./IC VINYL COI 11NG CAKE 04 SAFETY III (ON BOTH SIDES OF' CURTAIN TO REDUCE STRAIN) ORIENTATION WHEN INSTALLED ( TIDAL SI TUA 110N - I 51°F 2 - WA TEN SURF ACE k. 13110/ STRESS PLATE- AT IACH LINES TO SHACKLE I 1AP IOW 5/10 II • All TWANG T LASNITC LGIIT (ON Al DUSK- OFF AT DANN) 100' ON CENTER SHALL DC usrn IN NAVIGARIF CHANNELS ONLY VI 00000D CON TANNIN I SYSTEMS LIGE/ ( 6001 + 01C1Y ' .AT"' . ( A5 RECOMMENDED -cuRrA " THE MANUFACTURE R) RIVERBED _ 'N'EN r's <,"?' FLOATING TURBIDITY BARRIER-- TYP1 III CITY INDEX NO 609; 2 OF 2 N I S NOTE: ANCHORING NTH BUOYS, AS SHOWN REMOVES ALL VERTICAL FORCES EROS THE CURTAIN HENCE. THE CURTAIN MI I NOT SNK FROM 41110 OR CURRENT LOADS CITY OF CLEARWATER. FLORIDA ENGINEERING DEPARTMENT tieekilia- 110011110 %saw, —cir jferri* MAKell,/t mosse ttle.,,r 1111 I. •";r: ^ 002 TYPICAL LAYOUT TIDAL WA if RS AND/OR HEAVY WIND AND WAVE ACTION PROPOSED TOE 01 SLOPE EXISTING CAUSEWAY Et 000 t CE*3 s ! eN- -4 =3 :U., • TITS DISTANCE IS 0ARIA0LE C—> O/JOH(CY MOVEMENT TUE TO TIDAl CHANCY FOE ARCA S•KVILLINI. tss'At10•00 PT :21014111M ANCTICII P1 TYPICAL LAYOUT STREAMS, PONDS, AND LAKES (PROTECTED AND NON T DAL) ANCHOR Pl. WALLIN! STREAM FLOW I PATS OF CONSTRUCTION ANCHOR OF 1=-100' r I BRIX,' I T CURTAIN —I- SlaKE All ANCHOR EVERY AD' (TYPICAL) • THIS DISTANCE IS VARIABIF - -21014114(0 2ZA Eli ( AREA TYPICAL INSTAI I ATION I AYOUTS OF FLOATING TURBIDITY BARRIERS CITY NOT x NO „fill); I OF I CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT •• LOA tat: kotrryp;7 &.' .110* Haera• Welty wt. ret, Stoked Straw Bole ,FOrseil NH, 1.0 r,^1^ PL AN VIEW SECTION A--A Ell Wee Ts la 06 installed around Aro,. bees See Index No 607 Waal Slakes ) kris rnelhod of islet prolecticr, is applicable nhere Ore lnIet drains o telotiyely rlol area (stapes no greater Ilan So) where sheet Al overland flows (not exceedily U.S ch.) ore typical The method shall not apply la inlets receiving cancentrateal Rows. such os street or highway Nes TEMPORARY STRAW BALE SEDIMENT BARRIER AT STORM DRAIN DROP INLLT CITY 11.11)EX NO 611. I Of I M T S artewirsaw Cl 1' OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 1000-10 — triaintantrr :TRAM tutu MT- • C CA I PA .TITIIATI IA0441 IX A, 5 V4,41 lAM IP .kTI Co 100% DRAWINGS-- DAN A: 60% DRAWINGS JRS 8/1/12 JRS 5/8/ 12 0 mount ae-ilans nut REVISION 701' 10 2 Mare old Stoke Straw Bales Angle First Stake loword 11,6oz,, Lod dole WhAse Between 814.. Bales Must Be Tightly Abutting With Na Caps 3 Backill and Compact the EscavaTed WI CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 100 S Myrtle Ave Clearwater. Fl 33766 a"a"r g Woe I isinc Fl 4,1:1,51 ii- ' • 2' !ANL , Shrked limn (MIN, , 1 lit ,/ .4,,, 50 lb (spool ) Straw Bole ,.- Enrwpn-1.1 hm, . / Pr•,,sow (0.X9 :soden., 11001,1 / Rrinnll F;7‘7-75 • 1o/0b I 10120111 II Y INS 1.411 1 I SIHAW 13AI I (Cross Section) ILMI'0101iY S INtIW LiALL `ADIMENT U \k[/I) R CITY .11000 NO 612, 1 Of I T S A WATER TREATMENT PLANT NO. 2 CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT EROSION CONTROL DETAILS L '7•14%k 4Z) / 4 •••'' 01 C22 Cc0112.7 2012024 102006 013110.130 0712202.11014 AIL 02,0A24 11130/12 6514 U1Y(R000(e4( OWL 0 <MUD, P 0 43311! 020 a 0 0 0 SYMBOLS FiNVFW. .1, Cr= G= 1=7 L=ta L=L5 GENERAL NOTES L•Lis L,LL, .43;1. LLo 33,,,33 ,LiLL,, 1,P,10.1 etiet OPIP Loy• Po en, •• 63, ,11111011a.P., ■0110 Mut, PiP 044A44 (10, ••••Larl• 1,2 1.:ni Ai. CONDITIONS MNI. r0Vh94.7 Mt. 013 4. TWIN Pr-IMF. .104 AFF.11.1 "Pa.; It...01 NNW (MAN .7 INIelltO ToL1,111111. (LP MOW OM. f•Of Ma' 14/114; arYPOONIN FDOT DESIGN STANDARDS 2013 MULTILANE WORK OUTSIDE SHOULDER ANOPX 611 M1WASSOND NY18193C3d PEDESTRIAN CROSSWALK 0/1a7sa.-NnLoos 101.1012111, ..41310.1 1 030010 301110.3001■11 01. MIL N1VMDDIS SIDEWALK CLOSED 11.1V. C.C.0 NIE10 ..10,SPEPIE 31111317R11011 OLILIASZA SYMBOLS r, 0.• [PEDESTRIAN CROSSWALK [PEDESTRIAN] CROSSWALK CORNER SIDEWALK CLOSURE WITH TEMPORARY CROSSWALKS Pm, :P.Pet p P iPPP GENERA! NOTES MID-BLOCK SIDEWALK CLOSURE MID BLOCK SIDEWALK CLOSURE WITH TEMPORARY WALKWAY CONDITIONS 1,11EPE MO VEHICLE EQUIPMENT ViOPRIPS OP THEIR ACTIVITIES CYCIOA, ON ror SID:000 rOn • PENI00 OP MORI renures 01/01/21i 0 FOOT DESIGN STANDARDS 2013 PE DE S TRIAN CONTROL FOR CLOSURE E 011 S IDE WALKS MN/ NO 660 o=i L=t5 =a• NOM 11 Mkt. SYMBOLS evr rrLr .......... ,! ... . ..L._ T., la,••• e 74 ';','',..',,,:;," • • ' .". ''. ri ft.t.LTALItr Alo.a•r•AA!.. -1. 0* Soeni foLeAl Table I Device Spacing obran• sawn.. °Hien (MI 4. Iwo r VLBaLLL,3/ 1■••■ 15 0 -..+■7.77471 oLloo. 1 ronpLa Sl Pi7 GENERAL NOTES (1, I END DURATION NOTES Table II Taper Length Shoulder seen, !Hoe r to slam. war.' sew. tri 55 •0 OrrO ILI 04 33 —711 11.1 19, =OS CONDITIONS 1,11,11- Not V1-11111 it 1-11111141,11, viOAKEAS OA rem ACTIVITICS LW/10.1311 INE AREA (LOSER TIM, /3 ROI' I■07 CLOSER INA, 10 TrIE filer OP 0.0 Lio 3t.lozel Lox ArVISLON 07/01/07 FDOT DESIGN STANDARDS 2013 MULTILANE, WORK ON S HOULDE R INDEX NO. 612 SAE" Zen-NAT lir - 100% DRAWINGS I DIAM Nr.011111t arr bavebrabbtrrlatilitirr-7- . E176 DATE C: 100% DRA WINGS JRS 13: 90% DRAWINGS A: 60% DRAWINGS REVISION 11/30/12 JRS B/1/I2 JRS 5/8/12 Ar CITY OF CLEARWATER FLORIDA ENGINEERING DEPARTMENT too 3 Myrtle Are Clearwater. Fl 33756 WATER TREATMENT PLANT NO. 2 - CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT MAINTENANCE OF TRAFFIC \\\‘‘Il 14ANDail/ • ‘• ••••• Near .ove NON, •■•■■ 027 An- f1 :WZ 4/7.t :IP 4.,, ty, Ntf\L. 41*11*84? *40444 102000 miAt ., 02 t4,44114.30/12 PIC WY C.22 2012024 rub SL3OR. APPRO. Id 074tAtC11014 OTT 0101401 1■0141. 0 0.1.1.04. Pr 21 0Al2 2 \027 C23.DWG Path: X: \Cf OP C LEAR WATER \72009)54 RO GENERAL NOTES , r.. THHHT 22, r Oa 10T. 000.40 %a. 22.33.1 e. M,,O Ar•Nr nN.Kr ..0 .. ,�I,. .. .. •. ,...N.e. .w ..r:Pnr1 2yn.0leat,. g c.'r..,r.N 14. .r„>w.J, ,.• .S cn,. n,IN.. ,.,,,,.T,ry .. aro, ,.n...o.., SYMBOLS 'I 1,...•.1.• 1) n.,..,,,.h ,r..,,. ISe, I -re. Se WO. b .... )era .nr. • I • u... .e .AL. DURATION NOTES 1.22, Irr3e2 1 in rn eNo. Ifl`R, n/ IIIIERMrIr• MrIMON O7 /ol/ FOOT DESIGN STANDARDS 2013 MULTILANE, WORK NEAR INTERSECTION MEDIAN OR OUTSIDE LANE INDEX 616 SPEEDING FINES DWRLED •IN ROR1ER5 PRESENT i a eT � •••••• • f LEFT LANE CLOSED ON FAR SIDE OF MINOR SIDE STREET RESTRICTED TURNING MOVEMENTS L r' 11 S.we n RD)0 net G 1DISTANCE BETWEEN SIGNS Pr,3 IIIC Yr ./.. ,• Imr iITG N. or. ine 0140,01 24,20 .03 or Tame 1 I?re.ce SpNOIng 44. 0.140V Wrrw PNNrr 1I1 P r0 Goer. .ww(r- Mae.... 'I ITarer. p4 S R0op . ,.4.04 w,1 laryra LEFT LANE MUST TURN LEFT LEFT LANE CLOSED ON FAR SIDE OF INTERSECTION TURNING MOVEMENTS ALLOWED Table If Taper Length - Merge 112' Lateral Transition) Y0. raeraa. iL M SA RR.NIR FOOT DESIGN STANDARDS 2013 MULTILANE, WORK NEAR INTERSECTION MEDIAN OR OUTSIDE LANE INDEX 676 3 4= SPEEDING PINS OWBLCU RNEN WAFERS PRESENT 0= P = --- ,., M... �.� .r 0' ... IrN.11 I I I wo r 1 3 3 . r I 1 .w A N 000651 RIGHT LANE CLOSED ON FAR SIOE OF MINOR SIDESTREET !DISTANCE BETWEEN SIGNS Pert RYMrp al/ A a t C JJ.N )xS Seeps' 1N,A.1 rat;/0 I tkv /re Sparing P. AN Nle 00 ATt. Pen 00.00 IN 1 ...._ IEP. I or IPw N r.NN.. ANA+_s e+^.re., o P ' aPNN. lope F_s• PION /Nadal END 00555 WORM SPEEDING PINES DEN/BLED SILTS /MR.ER5 PRESENT RIGHT LANE CLOSED ON FAR SIDE OF INTERSECTION WITH SIGNIFICANT RIGHT TURNING MOVEMENTS e r.l,,, r.MO• N,N. Nrrn ro..,.- r.r,,, . -.r,r. Table II Taper Length - Merge (12' [Meta! Transition) Imo) mpF1 ISO Mega, TAT IN 3C., HNC NEVISION D7/01/09 0 FOOT DESIGN STANDARDS 2013 MULTILANE, WORK NEAR INTERSECTION MEDIAN OR OUTSIDE LANE 616 SHEET 2 IOOR DRAWINGS TRf.w ev. APNroSTD en 0 d SRTT0001471E' —". OPH STY 1•a•= •[1.101 0 W6[IC PE / 11tH OA¢ C: 1007. DRAWINGS R: 90% DRAWINGS Al 607. DRAWINGS JRS JRS JRS 11/30/12 8/1/12 5/8/12 REVISION CITY OF CLEARWATER FLORIDA ENGINEERING DEPARTMENT 100 S Myrtle Ave Cleerweler, Fl 33766 WATER TREATMENT PLANT NO. 2 — CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT MAINTENANCE OF TRAFFIC 028 Ow: x t: C24 1.04f0Rir No 2012024 1et5 Door: M• aW 11/30/12 a.w JRS 102006 05010 et RV1I mono swim JUA 0211 APPR01r0 /OP OTT (NOSIER MgKt 0 O•LEN, PC / 0121 OAT[ Call FDOT Construction Project Administrator a minimum of two weeks in advance of proposed working in the State Right of Way & All work within the State Right of Way must be coordinated and approved by the FDOT Project Administrator: Joe Blasewitz 727 - 530 -7600 Pinellas Permits Office (727) 570 -5101 Permit # 2012 -H -799 -241 FPN 256881- 1 -52 -01 15 150 000 SR 55 City of Clearwater Permittee shall notify TMC @ (813) 615 -8657 of the exact time any lane closure begins and a second phone call when the lane closure is removed. 1 1 RULE 14-46 STATE. OF FLORIDA DEPARTMENT OF TRANSPORTATION UTILITY PERMIT 710.010 -85 UTILITIES OGC - 08/10 PERMIT NO.: t i -k-Vi t —,)I-1 I, 1 SECTION NO.:tO underway. t1 C) STATE ROAD US19 � COUNTY Pinellas Financial Project ID: FDOT construction is proposed or • Yes ►0 No Is this work related to an approved Utility Work Schedule? ❑ Yes If yes, Document Number: ►i1 No PERMITTEE: City of Clearwater ADDRESS: 100 S. Myrtle Avenue TELEPHONE NUMBER: (727) 562 - 4750 CITY /STATE /ZIP: Clearwater, Florida 33756 C e-2..)...-,5-• t r`-e `) The above PERMITTEE requests permission from the State of Florida Department of Transportation, hereinafter called the FDOT,10 construct, operate and maintain the following: See Attachment 1. p, v ic' <«i i-t 00 C ras s, > 5 REDS fk-' r t 1 ' ' v- i f i.+ 8 (c,i,c, -i-,i tc._ P'pe, Cs:. oaricLA.....; t.,,,ki ce 6 3" (0rnmu.l1 c«fith p, p(9 FROM: See Attachment 1. lb �i; 14.:,/ l f'i ..t,v`-)I.- fa TO: See Attachment 1. Submitted for the PERMITTEE by: Name and Company (Typed or Printed Legibly) Contact Information Address /Telephone /E -Mail (If applicable) Signature Date Bozhidar V. Handjiev, P.E. URS Corporation 7650 West Courtney Campbell Causeway, Tampa Fl 33607 phone: 813 -636 -2177, bozho.handjiev ©urs.com Ii//9//-- 1. The Permittee declares that prior to filing this application, the location of all existing utilities that it owns or has an interest in, both aerial and underground, are accurately shown on the plans and a letter of notification was mailed on September 14. 2012 to the following utilities known to be involved or potentially impacted in the area of the proposed installation: Progress Energy. Verizon Briahthouse Knologv. Clearwater Gas. Florida Gas Transmission. Pinellas County Utilities. City of St, Petersburg 2. The local Maintenance or Resident Engineer, hereafter referred to as the FDOT Engineer, shall be notified a minimum of forty eight (48) hours in advance prior to starting work and again immediately upon completion of work. The FDOT's Engineer is Brian A. Bennett, P.E. located at 5211 Ulmerton Road. Clearwater. FL , Telephone Number 727 - 570 -5101 The Permittee's employee responsible for MOT is T L) Telephone Number is name may be provided at the time of the forty eight (48) hour advance - notice prior to starting work). 3. All work, materials, and equipment shall be subject to inspection and approval by the FDOT Engineer. 4. All plans and installations shall conform to the requirements of the FDOT's UAM in effect as of the date this permit is approved by FDOT, and shall be made a part of this permit. This provision shall not limit the authority of the FDOT under Paragraph 8 of this Permit. C. Thic ParmiUoa oho!! rnmmunre Pt' ml r-nnetrnetinn in good faith within 180 mays after iscilanr.e of permit anti shall hg r.omnle.tari within 90 days after the permitted work has begun. If the beginning date is more than sixty (60) days from the date of permit approval, the Permittee must review the permit with the FDOT Engineer to make sure no changes have occurred to the Transportation Facility that would affect the permitted construction. 6. The construction and maintenance of such utility shall not interfere with the property and rights of a prior Permittee. 7. It is expressly stipulated that this permit is a license for permissive use only and that the placing of utilities upon public property pursuant to this permit shall not operate to create or vest any property right in said holder, except as provided in executed subordination and Railroad Utility Agreements. 8. Pursuant to Section 337.403, Florida Statutes, any utility placed upon, under, over, or along any public road or publicly owned rail corridor that is found by FOOT to be unreasonably interfering in any way with the convenient, safe, or continuous use, or maintenance, improvement, extension, or expansion, of such public road or publicly owned rail corridor shall, upon thirty (30) days written notice to the utility or Its agent by FOOT, be removed or relocated by such utility at Its own expense except as provided in Section 337.403(1), Florida Statutes, and except for reimbursement rights set forth in previously executed subordination and Railroad Utility Agreements, and shall apply to all successors and assigns for the permitted facility. 9. It is agreed that in the event the relocation of said utilities are scheduled to be done simultaneously with the FDOTs construction work, the Pemnittee will coordinate with the FOOT before proceeding and shall cooperate with the FDOT's contractor to arrange the sequence of work so as not to delay the work of the FDOTs contractor, defend any legal claims of the FDOT's contractor due to delays caused by the Permittee's failure to comply with the approved schedule, and shall comply with all provisions of the law and the FOOTS current UAM. The Permittee shall not be responsibl= • , nd its control. 10. In the case of non - compliance with the FOOTs requirements in effect as of the date this permit Is approved, this ?a' '• ' - t will have to be brought into compliance or removed from the RAN at no cost to the FDOT, except for reimbursement rights set f • " aL I _ = te subordination and Railroad Utility Agreements. This provision shall not limit the authority of the FDOT under Paragraph 8 of this 11. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the State's rl le�rfll I erest in the land to be entered upon and used by the Permittee, and the Permittee will, at all times, and to the extent permitted by law, assn a all risk of and i q� l�l, defend, and save harmless the State of Florida and the FOOT from and against any and all loss, damage, cost or expense arising inAgy ►�t ount of the exercise or attempted exercises by said Permittee of the aforesaid rights and privileges. p1tyELLA wt 12. During construction, all safety regulations of the FDOT shall be observed and the Permittee must take measures, ?aiming placing and the display of safety devices that may be necessary in order to safely conduct the public through the project area In accordance with the Federal MUTCD, as amended by the UAM. 13. Should the Permittee be desirous of keeping its utilities in place and out of service, the Permittee, by execution of this permit acknowledges its present and continuing ownership of its utilities located between see above and within the FDOT's RNV as set forth above. Whenever the Permittee removes its facilities, it shall be at the Permittee's sole cost and expense. The Permittee, at its sole expense, shall promptly remove said out of service utilities whenever the FDOT determines said removal is in the public interest. 14. In the event contaminated soil is encountered by the Permittee or anyone within the permitted construction limits, the Permittee shall immediately cease work and notify the FDOT. The FDOT shall notify the Permiee of any suspension or revocation of the permit to allow contamination assessment and remediation. Said suspension or revocation shall remain in effect until otherwise notified by FDOT 15. For any excavation, construction, maintenance, or support activities performed by or on behalf of the FDOT, within its RNV, the Permittee may be required by the FDOT or its agents to perform the following activities with respect to a Permittee's facilities: physically expose or direct exposure of underground facilities, Page 1 of 2 RULE :4 -46 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION UTILITY PERMIT 710.01085 UTILITIES OGC - 08/10 provide any necessary support to facilities and /or cover, de- energize or alter aerial facilities as deemed necessary for protection and safety. 16. Pursuant to Section 337.401(2), Florida Statutes, the permit shall require the permit holder to be responsible for damage resulting from the issuance of the permit. The FDOT may initiate injunctive proceedings as provided in s.120.69 to enforce provisions of this subsection or any rule or order issued or entered into pursuant thereto. 17. Pursuant to Section 337.402, Florida Statutes, when any public road or publicly owned rail corridor is damaged or impaired in any way because of the installation, inspection, or repair of a utility located on such road or publicly owned rail corridor, the owner of the utility shall, at his or her own expense, restore the road or publicly owned rail corridor to its original condition before such damage. If the owner fails to make such restoration, the authority is authorized to do so and charge the cost thereof against the owner under the provisions of s.337.404. 18. The Permittee shall comply with all provisions of Chapter 556, Florida Statutes, Underground Facilities Damage Prevention and Safety Act. 19. Special FDOT instructions: SEE ATTACHED It is understood and agreed that commencement by the Permittee is acknowledgment and acceptance of the binding nature of all the above listed permit conditions and special instructions. 20. By receipt of this permit, the Permittee acknowledges responsibility to comply with Section 119.07, Florida Statutes. 21. By the below signature, the Permittee hereby represents that no change to the FDOT's standard Utility Permit form, as incorporated by reference into Rule 14- 46.001, for this Utility Permit has been made which has not been previously called to the attention of the FDOT (and signified to by checking the appropriate box below) by a separate attached written doc rent showing all changes and the written and dated approval of the FDOT Engineer. Are there attachments reflecting change /s to the standard form? O ❑ YES If Yes, pages are attached. PERMITTEE Robert Fahey, P.E. / Engineer Utility Manager SIGNATURE - ,e,...IL 5 DATE: L( -�- i Z DATE: Name & Title of Authorized Permittee or Agent (Typed or Printed Legibly) rrr BY: ,G AQ ,�-� -- ISSUE it DATE: / , .APPROVED District Maintenance Engineer or Designee UTILITY PERMIT FINAL INSPECTION CERTIFICATION DATE: DATE WORK STARTED: DATE WORK COMPLETED: INSPECTED BY: (Permittee or Agent) CHANGE APPROVED BY: DATE: District Maintenance Engineer or Designee I the undersigned Permittee do hereby CERTIFY that the utility construction approved by the above numbered permit was inspected and installed in accordance with the approved plans made a part of this permit and in accordance with the FDOT's current UAM. All plan changes have been approved by the FDOT's Engineer and are attached to this permit. I also certify that the work area has been left in as good or better condition than when the work was begun. PERMITTEE: SIGNATURE: DATE: Name & Title of Authorized Permittee or Agent (Typed or Printed Legibly) CC: District Permit Office Permittee Page 2 of 2 1 ATTACHMENT 1 1. Crossing US 19 at the south side of the intersection with Drew Street with a single directional drill (See attached Key Sheet and Photos 1 & 2). The proposed drill alignment is shown on Sheet C11 through Sheet C13. Three pipes will be pulled in the bore hole. The pipes are: 8" DR9 HDPE (9.05" OD) concentrate pipe, 6" DR9 HDPE (6.90" OD) backwash pipe, 3" DR9 HDPE (3.96" OD) conduit pipe for communication cables. The directional drill reamer size will be 22 ". This is the sum of the outside diameters of the two largest pipes that will be pulled in the bore hole plus 6 ". The drill length within the US19 right -of -way (ROW) at Drew Street is approximately 300 feet. Both boring pits will be outside of the US 19 ROW. The minimum depth under FDOT pavement will be 10 times the reamer diameter or minimum 18.5 feet in accordance with FDOT specifications. City of Clearwater Water Treatment Plant No.2 — Contract 2: Raw Water Transmission Main US19 Crossing Project November 2012 I FDOT Permit 2012 -H- 799 -241 Supplemental Instructions: 1. Be Aware: There is a proposed 4" Clearwater Gas main along the western curb line of the southbound frontage road that is not shown in the plan and profile sheet of the permit application. The City should verify the vertical and horizontal location of the new 4" Gas main to ensure there is no conflict prior to construction. 2. The utility contractor shall follow the same land closure restrictions that are included in the US 19 work plans for work on US19 and the frontage road. Please coordinate with the Construction Project Engineer Joe Blasewitz 727- 530 -7600. F.D.O.T. REQUIREMENTS PERMITTEE MUST COMPLY WITH THE FOLLOWING The Pinellas Maintenance Office must be notified 48 hours in advance of starting work in the F.D.O.T. right -of -way. Ph. (727) 570 -5101. NO'T'E: When installing multiple conduit lines of which a portion is intended to be leased or sold to another utility company. the new lessee /owner must obtain an approved permit from the Department prior to occupancy. Refer to (`l RRF i' CAM. Digging without knowing where it's safe to dig can cause tremendous damage, affecting your electric, telephone, cable television, water, sewer and gas service outages or even loss of life! If you're doing anv digging within the state of Florida, state law requires you to notify Sunshine State One Call of Florida (SSOCOF) two business days before you dig. 1- 800 - 432 -4770 This is a free service to help keep Florida safe! of http: // callsunshine .com /corp /index.html It is the responsibility of the permittee to determine and comply with all county and municipal ordinances that relate to the construction or other activity as described on this permit. Some ordinances are more stringent than the Department of Transportation requirements. All construction and/or maintenance of utility equipment located in the F.D.O.T. Right -of -Way must conform to the Federal Manual on Uniform Traffic Control Devices (MUTCD), the F.D.O.T. roadway and traffic design standards and the standard specifications for road and bridge construction. Certified density reports are required on all backfill work within shoulder points of roadway and must he submitted to the F.D.O.T., Pinellas Maintenance Office. This permit does not authorize the construction of any new sidewalk or drainage connections in the F.D.O.T. right-of-way. A copy of this approved permit, including all plans, must be maintained on the job site before work commences in the F.D.O.T. right -of -way and must be made available during construction/maintenance. NOTE: Any sidewalk disturbed will be replaced by section within 72 hour, to F.D.O.T. specifications. If construction, reconstruction, repair, or maintenance activity necessitates the closing of one or more travel lanes of any road on the state primary, county road, or city street system, for a period of time exceeding two hours, the party performing such work will be responsible to give notice to the appropriate local law enforcement agency which has jurisdiction, where such road is located, prior to commencing work on this project. 335.15 F.S. 7/86; 336.07 F.S. 7/86. F.D.O.T. UTILITY PERMIT # 2012 -11 -799 -242 #19 SPECIAL INSTRUCTIONS: 1) NO LANE CLOSURES ARE ALLOWED WITHOUT 48 HR. NOTIFICATION AND PRIOR APPROVAL BY THE F.D.O.T. INSPECTOR. 2) LANE CLOSURES IF NEEDED MUST BE DONE AT NIGHT BETWEEN 8:00 P.M. TO 5:30 A.M. MONDAY THRU THURSDAY. DAY TIME CLOSURES MAY BE CONSIDERED WITH LANE CLOSURE CALCULATIONS TO SUPPORT OTHER HOURS OF OPERATIONS. NO CLOSURES ALLOWED DURING WEEKS OF STATE & FEDERAL HOLIDAYS. 3) OPEN CUT OF ROADWAY PAVEMENT IS ALLOWED ONLY AT LOCATIONS SHOWN ON THE APPROVED PLANS. 4) A CERTIFIED WORK SITE TRAFFIC CONTROLS SUPERVISOR, APPOINTED BY THE PERMITTEE, MUST BE ON SITE TO OVERSEE SET UP AND MAINTENANCE OF APPROVED MAINTENANCE OF TRAFFIC (MOT) PLANS (SEE ATTACHED PLAN). A COPY OF THE WORK SITE SUPERVISOR'S CERTIFICATION MUST BE PROVIDED TO THE F.D.O.T. INSPECTOR UPON 48 HR. WORK START NOTIFICATION. °RANGE: Iz� i,E( :'l'l��r,. tinrl: flif VI;;-,'IN \It:5 r I'h; A%I)1 ' 2 ‘1.1, 11,12.5'0\N 1V y7t)l.; ,u \VI`I`II Till; 'L1l.\,11 11`llll,h'. I\ HIE 5l \ Fl hlclfl'.- (11' -A\ y. 5) ROADWAY RESTORATION WILL UTILIZE 100 PSI EXCAVATIBLE FLOWABLE FILL. AND asphalt placed within the State Right of Way shall be placed "Full Depth ", (2) 3" lifts of SP 12.5, (2) 2" lifts of SP 9.5. Typical sections will need to be provided within the plans for the pavement placement. MILL AND RESURFACE THE ROADWAY 50 FEET EITHER SIDE OF THE CENTER LINE OF THE ASPHALT PATCH 28 DAYS AFTER INSTALLATION 6) THE CONTRACTOR SHALL HAVE A RESPONSIBLE PERSON AVAILABLE AT OR REASONABLY NEAR THE WORK SITE ON A 24 - HOUR BASIS, 7 DAYS A WEEK, IN ORDER THAT THEY MAY BE CONTACTED IN EMERGENCIES AND IN CASES WHERE IMMEDIATE ACTION MUST BE TAKEN TO MAINTAIN TRAFFIC OR TO HANDLE ANY OTHER PROBLEMS THAT MIGHT ARISE. THE CONTRACTOR'S DESIGNATED PERSON SHALL SPEAK AND UNDERSTAND ENGLISH. (REFERENCE SECTION 5 -8.3 OF THE CURRENT STANDARD SPECIFICATIONS). 7) ANY SIDEWALK AND /OR DRIVEWAYS DISTURBED ARE TO BE RESTORED AS WORK CONTINUES. MAINTAIN INGRESS /EGRESS ON ALL DRIVES AND SIDE STREETS DURING CONSTRUCTION. SIDEWALK TO BE SAW CUT OR TOOLED AT 5' INTERVALS. EXPANSION REQUIRED AT ALL COLD JOINTS (6" MIN. THICKNESS ON POURS, 5' WIDE, FDOT CLASS I NON - STRUCTURAL 3000PSI CONCRETE MIN.) ALL SIDEWALK CONSTRUCTED ON STATE RIGHT OF WAY SHALL MEET A.D.A. FEDERAL STANDARDS, FDOT SECTION 522 (CURRENT STANDARD SPEC ROAD /BRIDGE CONSTRUCTION), AND APPLICABLE DOT INDICES (Index 304 HANDICAP RAMPS, AND 515 CONCRETE SLOPE). 8) ALL SIDEWALK CURB RAMPS SHALL HAVE DETECTABLE WARNING SURFACES (TRUNCATED DOMES) AS PER FDOT STANDARD SPECIFICATIONS 527 & STANDARD INDEX 304. 9) ANY DISTURBED AREA IN FDOT ROW SHALL BE RESTORED TO EQUAL OR BETTER THAN THE PRE - EXISTING CONDITION. 10) SOD ADJACENT TO SIDEWALK SHALL BE PLACED FLUSH WITH THE TOP OF THE SIDEWALK. H:\PERMITS \NEW INSERTS \OPEN CUT & BORE INSERT -I.DOC F.D.O.T. UTILITY PERMIT # 2012 -H- 799 -241 #19 SPECIAL INSTRUCTIONS: CONTINUED 11) STOCK PILING OF MATERIALS IN THE RIGHT OF WAY IS NOT ALLOWED. 12) ALL BORE AND RECEIVE PITS ARE TO BE SHEETED, BRACED OR PROPERLY SLOPED AS NEEDED. 13) A SUBSURFACE SOIL AND DRAINAGE REPORT IS REQUIRED ON BORES INVOLVING CASINGS > 6 INCHES IN DIAMETER OR AS REQUESTED BY F.D.O.T. (PERMITTEE MAY DESIGN THE BORE CROSSING FOR 10 TIMES THE MAX BORE DIAMETER IN DEPTH, TO WAIVE A SUBSURFACE SOIL REPORT UNLESS REQUESTED BY FDOT). 14) DIRECTIONAL BORE EQUIPMENT USED MUST BE APPROVED BY F.D.O.T. (SEE ATTACHED). CONTRACTORS USING BORE EQUIPMENT MUST BE PROPERLY TRAINED TO OPERATE SUCH MACHINERY BEFORE WORKING IN THE STATE RIGHT -OF -WAY. THE MINIMUM DEPTH COVER ON THE 2INCH BORE PARALLEL ROADWAY IS 3 FEET 0 INCITES. MAINTAIN A MINIMUM OF 24INCHES CLEARANCE FROM OTHER UTILITIES AND STORM DRAIN STRUCTURES. PRE - REAMING MUST BE IMPLEMENTED PRIOR TO PULLBACK. 15) ALL DIRECTIONAL BORES MUST BE SCHEDULED AND PERFORMED AS A CONTINUOUS OPERATION UNTIL COMPLETE. 16) THE LOCAL GOVERNMENT MUST HAVE A REPRESENTATIVE ON SITE AT ALL TIMES WHILE BORING OPERATIONS ARE IN PROGRESS IN THE STATE RIGHT OF WAY. 17) IF THE BORE OPERATION IS DEEMED tiNSUCSESSFUI, BY THE F.D.O.T. AREA MAINTENANCE ENG1NEER,THE PROPOSED UTILITY WILL BE GROUTED AND ABANDONED. THE FOLLOWING ARE EXAMPLES BUT NOT LIMITED TO, MECHANICAL FAILURE PREVENTING THE COMPLETION OF THE PULLBACK IN A TIMELY MANNER, IMPASSABLE OBSTRUCTION, SETTLEMENT OR HEAVING OF THE STATE ROAD. 18) THE PERMITTEE WILL TAKE ALL MAINTENANCE RESPONSIBILITIES FOR A PERIOD OF ONE YEAR AFTER COMPLETION OF CONSTRUCTION. 19) NO WORK SHALL BE PERFORMED DURING THE WEEKS OF ANY STATE OR FEDERAL HOLIDAYS. 20) FOR WORK NOT INVOLVING LANE CLOSURES, PERMITTEE & CONTRACTOR SHALL FOLLOW TIIE STANDARD WORK SCHEDULE OF MONDAY THROUGH FRIDAY 7:00 AM - 5:30 PM WHILE WORKING WITHIN TIIE STATE RIGHT OF WAY UNLESS OTHER WISE NOTED WITHIN THE PERMIT. DEVEATIONS SHALL BE REQUESTED BY THE PERMITTEE IN WRITING WITH JUSTIFICATIONS IN ADVANCE OF THE PROPOSED CHANGE. THE DEPARTMENT OF TRANSPORTATION RESERVES THE RIGHT TO MAKE ADJUSTMENTS TO ANY PERMITTED METHOD OF INSTALLATION, SCOPE, RESTORATION AND PUBLIC SAFETY THAT ARISE DUE TO UNFORSEEN CONDITIONS DURING CONSTRUCTION. H: \PERMITS \NEW INSERTS \OPEN CUT & BORE INSERT -1.DOC F.D.O.T. UTILITY PERMIT # 2012 41- 799 -242 PORTIONS OF THE REQUIREMENTS LISTED BELOW, ARE IN ADDITION TO THOSE OUTLINED IN THE CURRENT DEPARTMENT'S UTILITY ACCOMMODATION MANUAL. THESE REQUIREMENTS, ARE SUBJECT TO CHANGE WITHOUT NOTIFICATION AND DO NOT EXEMPT THE PERMITTEE OF LIABILITY FOR DAMAGES THAT OCCUR AS A RESULT OF THE UTILITY INSTALLATION AND /OR MAINTENANCE. NO PART OF THE PAVEMENT IS TO BE OBSTRUCTED DURING THE INSTALLATION OR MAINTENANCE OF THIS UTILITY. ALL ABOVE GROUND APPURTENANCES MUST BE PLACED AS CLOSE TO THE RIGHT -OF- WAY LINE AS PRACTICAL. TEMPORARY STORAGE OF CONSTRUCTION EQUIPMENT AND MATERIALS (I.E., POLES, CABLE, PIPE, ETC.), TO BE USED IN THE CONSTRUCTION/MAINTENANCE OF THE UTILITY, IS PROHIBITED IN THE DEPARTMENTS RIGHT -OF -WAY PRIOR TO PERMIT ISSUANCE. STORAGE IS LIMITED TO A 30 -DAY PERIOD, PROVIDED THAT SUCH STORAGE DOES NOT OBSTRUCT VISUAL DISTANCE REQUIREMENTS. OFFSET DISTANCE REQUIREMENTS MUST BE MET, AS SPECIFIED IN THE UTILITY ACCOMMODATION MANUAL. TEMPORARY STORAGE OF TRENCH EXCAVATION MATERIAL IS NOT PERMITTED WITHIN 12 FEET OF THE PAVEMENT EDGE. STORAGE IS NOT TO EXCEED 7 CALENDAR DAYS. OFFSET DISTANCE REQUIREMENTS MUST BE MET, AS SPECIFIED IN THE UTILITY ACCOMMODATION MANUAL. A DEPARTMENT OF TRANSPORTATION PERMIT INSPECTOR MUST BE PRESENT DURING ALL APPROVED UTILITY PERMIT MECHANICAL BORE OPERATIONS. UTILITY POLES, APPROVED FOR INSTALLATION BY THIS PERMIT, ARE NOT TO EXCEED 24 INCHES IN DIAMETER. ALL TRENCHES MUST BE BACKFILLED IN ACCORDANCE WITH THE STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. ANY DRIVEWAY CONNECTION WHICH IS TO BE DISTURBED AS A RESULT OF THIS APPROVED UTILITY PERMIT INSTALLATION, THE DEPARTMENT RECOMMENDS FOR THE PROTECTION OF THE PERMITTEE THAT PHOTOS BE FILED WITH THE DEPARTMENT SHOWING THE ORIGINAL CONDITION OF THE DRIVEWAY. THE PERMITTEE IS RESPONSIBLE FOR FILING PERMIT APPLICATIONS WITH THE PROPER MUNICIPAL AGENCY BEFORE CROSSING ANY SECONDARY ROADWAYS OWNED BY THE CITY OR COUNTY WHICH CONNECT TO STATE ROADS BEING AFFECTED BY THIS PERMIT. THE PERMITTEE IS RESPONSIBLE, DURING AND FOLLOWING THE UTILITY INSTALLATION, FOR WATER QUALITY WHERE THE UTILITY IS BEING INTRODUCED TO DEPARTMENT OWNED DRAINAGE FACILITIES. THE DEPARTMENT RETAINS THE RIGHT TO VOID THIS PERMIT AND REQUIRE REMOVAL OF ALL DRAINAGE CONNECTIONS IF THE QUALITY OF WATER IS NOT MAINTAINED WITHIN LIMITATIONS ESTABLISHED BY THE DEPARTMENT OF POLLUTION CONTROL OR OTHER APPROPRIATE GOVERNMENTAL AGENCIES. THE PERMITTEE IS RESPONSIBLE FOR SUBMITTING A STORM WATER POLLUTION PREVENTION PLAN AND NOTICE OF INTENT TO THE F.D.O.T. DISTRICT PERMIT OFFICE OR LOCAL MAINTENANCE OFFICE WITHIN 48 HOURS OF COMMENCING CONSTRUCTION, IN ACCORDANCE WITH THE CODE OF FEDERAL REGISTER (40 CFR 122.26)INCORPORATING THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM AS DOCUMENTED IN THE SEPTEMBER 25, 1992 ISSUE OF THE FEDERAL REGISTER, PART 3, VOLUME 57, NUMBER 187. H;\PERMITS \NEW INSERTS \OPEN CUT & BORE INSERT -I.DOC Photo 1 — Sta 405 +25 from Sheet C11. This is on Drew Street, looking east towards US 19. This is the approximate location of the west drilling pit in the right turn lane for the US 19 Frontage Road. City of Clearwater Water Treatment Plant No.2 — Contract 2: Raw Water Transmission Main US 19 Crossing Project November 2012 2 Photo 2 — Sta 412 +50 from Sheet C13. This is on Drew Street, looking west towards US19. This is the approximate location of the east drilling pit in the right turn lane for the Best Buy plaza. City of Clearwater Water Treatment Plant No.2 — Contract 2: Raw Water Transmission Main US19 Crossing Project November 2012 3 LL U rwater Engineering Department 100 S. Myrtle Avenue, Clearwater, Florida 33756 WATER TREATMENT PLANT NO.2 - CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT (10- 0039 -UT) • MUM SUSS MO 1 _ -1 d • OLDSMAR SAFETY HARBOR U SuISET IRAtt ROAD. Y s SIL G0 GLNUMDST S 2012 -H- 799 -2/ Water Treatment Plant No. 2 ,01111 I II/1/4 `��O c�oE N So •,. �� j' % ` in . s * _ 0 r CITY OFFICIALS ///011111111W George N. Cretekos Doreen Hock - DiPolito Jay Polglaze Bill Jonson Paul F. Gibson William B. Horne II Mayor Seat 1 Councilmember Seat 2 Councilmember Seat 3 Councilmember Seat 4 Councilmember Seat 5 City Manager Tracy Mercer Public Utilities Director Michael D. Quillen, P.E. City Engineer Approved By Date Approved On FAW NI Ole° ICI '"#C � \N,�,�Np,N 100% DRAWINGS Plan Set No. 2012024 N a U 7 U U 0 DRAWING INDEX SHEET (DRAWING DESCRIPTION GENERAL 001 601 COVER SHEET 002 002 DRAWING INDEX 003 603 GENERAL NOTES 004 G04 LEGEND AND ABBREVIATIONS CIVIL 005 COI PIPELINE DRAWING KEY PLAN 006 CO2 COACHMAN ROAD PLAN AND PROFILE (STA, 299 +80 TO STA. 305 +80) 007 CO3 COACHMAN ROAD PLAN AND PROFILE (STA. 205 +80 TO STA. 311 +80) 008 004 COACHMAN ROAD PLAN AND PROFILE (STA. 311 +80 TO STA. 315 +80) 009 COS BAYPARK APARTMENTS PLAN AND PROFILE (STA. 319 +80 TO STA. 325 +80) 010 CO6 MID —BLOCK UTILITY EASEMENT PLAN AND PROFILE (STA 325 +80 TO STA. 329 +80) 011 C07 US 19 CROSSING AT MID —BLOCK UTILITY EASEMENT PLAN AND PROFILE (STA. 329 +80 TO STA 334 +80) 012 COB BACK DOOR UTILITY EASEMENT PLAN AND PROFILE (STA. 439 +80 TO STA 445 +80) 013 C09 BACK DOOR UTILITY EASEMENT PLAN AND PROFILE (STA 442 +80 TO STA. 447 +80) 014 C10 BACK DOOR UTILITY EASEMENT AND PROFILE (STA. 445 +80 TO STA. 451 +80) 015 011 DREW STREET PLAN AND PROFILE (STA 399 +80 TO STA. 405 +80) 016 012 DREW STREET PLAN AND PROFILE (STA 405 +80 TO STA. 411 +80) 017 03 STREET PLAN AND PROFILE (STA. 411 +80 TO STA 417+80) 417 +80) 018 C14 DREW STREET PLAN AND PROFILE (STA. 417 +80 TO STA. 423 +80) 019 015 DREW STREET, MIDBLOCK k BACK DOOR UTILITY EASEMENT CROSS SECTION 020 C16 BACK DOOR UTILITY EASEMENT CROSS SECTION 021 017 CIVIL DETAILS 022 018 CIVIL DETAILS 023 C19 CIVIL DETAILS 024 C20 WATER DETAILS 025 C21 EROSION CONTROL DETAILS 026 C22 EROSION CONTROL DETAILS 027 C23 MAINTENANCE OF TRAFFIC 028 C24 MAINTENANCE OF TRAFFIC 799 -21,1 \11 1 I i!/// \\‘‘ V. Nq �/i No 6757 _ * i <I <<� STATE OF , W x B: 90% DRAWINGS A: 60% DRAWINGS w REVISION DI 8/1/12 5/8/12 DATE CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 100 S Myrtle Ave. Clearwater, Fl 33750 VC WATER TREATMENT PLANT NO. 2 - CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT DRAWING INDEX �wc0012024 -a.t 11/20/12 YwY� Wmos ft 102006 APPROVED AN m JRS aeoYY V21 ar JMA ..r 00 ITS 0001* UCHKL 0 DIL u: FC lnif� o.ii 002 1 r i CV 6 N G. 5 0 N DENERAL NOTES; I LOCATIONS, ELEVATIONS, ANT) OMEN5OR5 OF EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES ARE SHOWN ACCORDING TO 110 BEST INFORMATION AVAILABLE AT THE THE OF PREPARATION OF THESE PLANS, BUT 00 NOT PURPORT TO BE ABSOLUTELY CORRECT THERE MAY BE OTHER IMPROVEMENTS, UTILITIES, ETC WHICH ARE MITHIN THE PROJECT AREA AND WHICH HAVE BEEN INSTALLED AND CONSTRUCTED 5NCE ME PREPARATION OF THESE PLANS THE CONTRACTOR SHALL VERO'. PRIOR TO CONSTRUCTION, THE LOCATIONS. ELEVATIONS. AND DIMENSIONS OF ALL EXISTING OTRI0E5. STRUCTURES AND 0111ER FEATURES (WHETHER OR NOT 910WN ON THE PLANS) AFFECTING THIS WORK PRIOR TO COMMENCEMENT OF CONSTRUC110N. ANY DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY 1110 ENGINEER PRIOR TO W PLEMENTA110N 2 114E 19FO 44n11014 PRONDED IN THESE PLANS IS 501110 10 ASSISI THE CONTRACTOR N ASSESSING THE NATURE AND EXTENT O THE EXISTNG CONDITIONS WHICH MAY BE ENCONTEREO WRING THE COURSE R WORK ALL CONTRACTORS ARE DIRECTED, PRIOR 10 BOOING, TO COIOUCT WHATEVER INVESTIGATION NECESSARY TO DETERMINE ME ACTUAL CONDITIONS THAT WILL BE ENCOUNTERED 3 THE CONTRACTOR SHALL NOTIFY THE OWNER'S PROJECT REPRESENTATIVE I4MEOIAIEIY WHEN CONFLICTS BETWEEN DRAWINGS AND ACTUAL CONDITIONS ARE DISCOVERED 4 EXISTING 01911115 TO INDIVIDUAL PROPERTIES ARE NOT SHOWN ON 7HE DRAWINGS THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD LOCATING AND PROTECTING ALL SERVICES AND FOR AANTAWNC THEM AT ALL TIMES CONTRACTOR SHALL CONFIRM LOCATION (VERTICAL 14 HORIZONTAL) OF ML POTABLE WATER 5RVICE LINES A WASTEWATER MAXIS OR OTHER EXISTING UTILITIES WITHIN THE PROJECT CORRIDOR PRIOR TO EXCAVATING AND/CA DIRECTIONAL DRILLING 5 11 SHALL BF THE CONTRACTOR'S RE5P0951901111 TO LOCATE, PROTECT. AND SUPPORT ALL EXISTING UTILITIES ON THIS PROJECT. CONTRACTOR SHALL COORDINATE WITH ALL OTHER UTILITY OWNERS FOR THE RESOLUTION O CONFLICTS ANY COSTS INCURRED SHUT_ DE 009641 BY THE CONTRACTOR AND NO CLAIMS MAY BE MADE AGAINST THE PRO.E01 OWNER FOR THESE CONFLICTS 6 ANY DAMAGE CAUSED BY THE CONTRACTOR'5 WORK SHALL BE REPLACED OR REPAIRED SOLELY AT THE OON6RACTR'S EXPENSE 7 THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WIT ALL JURISDICTIONAL BODIES AND 011Li1Y COMPANIES WITHIN 114E WORK LIMITS THE CONTRACTOR SHALL PROVIDE AT LEAST 49 HOURS NOTICE TO THE VARIOUS UTI11TY COMPANIES IN ORDER TO PERMIT THE LOCATION 00 EXI5TING UNDERGROUND UTILITIES IN ADVANCE OF CONSTRUCTION CONTACT U11LIIIE5 NOTIFICATION CENTER AT 811, THE CONTRACTOR SHALL 901 BE COMPENSATED FOR ANY DELAYS DUE TO HIS FAILURE TO LOCATE ALL 0951190 UTLI1IE5 PRIOR TO (AND AHEAD R) PLANNED CONSTRUCTION AREAS 8 ALL UNDERGROUND UTILITIES OUST BE N PLACE AND TESTED OR INSPECTED PRIOR TO FINAL BASE AND PAVEMENT CONSTRUCTION (AS APPLICABLE) 9 IT 15 114E CONTRACTOR'S RESPONSIBILITY TO BEC04M0 FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS SPECIFIED 80 THE VARIOUS GOVERNMENTAL AGENCIES AND THE ENGINEER AND TO SECURE ANY ADDITIONAL. PERMITS THAT ARE REWIRED THE CONTRACTOR SHALL COMPLY NTH ALL LOOM, STATE AND FEDERAL REGULATORS 10 50O ALL ARFAS 1FFY BARREN AND OR OSIUR000 BY CONSTRUCTION 19 ACCORDANCE NTH THE TECHNICAL SPECIFICATIONS 11 TYPE O 500 USED 10 RESTORE OWNER- MAINTAINED AREA 114 RIGHT OF WAY SHALL B E COORDINATED WITH THE OWNER 12 THE CONTRACTOR SHALL REPLACE ALL PANIC, 5TAB:LIZEO EAR11, CURBS, DRIVEWAYS, SIDEWALKS, ETC 141TH 9)1191AI5 O THE SAME TYPE 0R UTTER THAN THAT RE40VED CURING CONSTRUCTION 13 E8511NG IRANI MATERIAL WITHIN AFFECTED LANDSCAPED AREAS SHALL B1 CAHCIULLY RE440VE0, POTTED AND PROPERLY STORED AND MAINTAINED FOR SUBSEQUENT REPLANTING UPON 0044PETION 04 WORK IN 114E AREA, REMOVED PLANTS OR THEIR REPLACEMENTS AS NECESSARY SHALL BE REPLANTED, FERTILIZED AND WATERED 14 A REG51ERE0 LAND SURVEYOR (FLORIDA LICE0500 P5M) A7 THE CONTRACTOR'S EXPENSE SHALL RESET ALL SECTION CORNERS OR PROPERTY CORNERS DISLOCATED OR 05TURBE0 BY THE CONSTRUCTION ACTIVITIE5. 15 PIPE LENGTHS SHORN ON 1HF PLANS ARE APPROXIMATE ACTUAL LENGTHS ARE TO BE DETERMINED BY THE CONTRACTOR DURING CONSTRUCTION 16 ALL 9151110 MID NEW VALVES, VALVE BOXES, AND MANHOLES SHALL OE PROILC1LD .0 ADJUSTED 10 FINISHED GRADE AS SHOWN ON THE PLANS ALL VALVES AND VALVE BOXES SHALL REMAIN ACCE50BLE AT ALL TIMES ALL VALVES 711AT MIGHT BE COVERED DURING CONSTRUCTION SHALT 8E MARKED WITH A MARKER (GREEN FOR SEWER, BLUE FOR WATER AND PURPLE FOR REUSE) THAT IS A MIN O 4 FEET ABOVE GRADE. CONTRACTOR TO COORDINATE VALVE CONTROL WITH THE INSPECTOR ALL VALVES UNDER CONSTRUCTION ARE TO REMAIN CLOSED WRING CONSTRUCTION 17. 114E CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND 015705AL O ANY UNSUITABLE MATERIAL FROM 90 OPERATION FURNISHING AND COMPACTING SUITABLE 9E144CE41NT BACKFILI MATERIAL SHALL BE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS 18 THE CONTRACTOR 15 RESPONSIBLE FOR PROPER NOTFHCAl10N OF INSPECTING AUTHORITIES BEFORE AND WRING CONSTRUCTION. PINELLAS COUNTY R/W CONSTRUCTION NOTES: 1. THE EXI511NG ROADWAY PAVEMENT 15 NOT 10 BE OPEN CUT OR DISTURBED ALL OTAITY CROSSINGS SHALL BE BY 01900 ION41 DRILL PER FDDT UTILITIES ACCOMMODATION MANUAL 2 ALL PROPOSED WORK MUST COMPLY WTH THE FOOT "ROADWAY PLANS PREPARATION MANUAL" (11. PPM). 3 ALL RIGHT-OF-WAY INSTALLATIONS KILL BE IN ACCORDANCE WITH PRACTICES REFERENCED IN IHE STATE O FLORIDA 011110E5 ACCOMMODATIONS MANUAL 4 ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET DOWN IN PATELLAS COUNTY LAND DEVELOPMENT, ZONING AND /OR RELATED ORDINANCES, AND MINIMUM TESTING FREQUENCY REQUIREMENTS 5, SIGN AND BARRICADES SHALL BE IN ACCORDANCE NTH THE US DEPARTMENT GE TRANSPORTATW'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES" AN0 THE FLOW)* DEPARTMENT R TRANSPORTATION'S "ROADWAY AND 1RAFF1C CASON STANDARDS' INDEXES 600 THROUGH 670 ((ATTEST EDITORS) 6 SAFE PEDESTRIAN TRAFFIC 15 TO DE MAINTAINED AT ALL 111.E5 7 ANY SIDEWALK WHICH BECOMES UNDERMINED MUST B E REMOVED R MO AND REPLACED SIDEWALKS ARE TO WE RECONSTRUCTED REMOVED, 15 THREE (3) DAYS AFTER REMOVAL WHEN EXSTING SIDEWALK IS REMOVED, Il IS i0 BE REMOVED ICE THE NEAREST JOINT B INSIALLAPCNS INVOLVING CONCRETE AND ASPHALT DRIVEWAY, 1N GOOD CONDITION, MUST BE ACCOMPLISHED BY JACK AND BORE R P115HINC NO JETTING WILL BE ALLOWED 9 COMPACTION FOR PIP BACKF1LL SHALL COMPLY NTH AA5HT0 1 -99 (1009) 10 DISTURBED AREA KIT111N THE RIGHT-OF-WAY CULL BE COMPACTED TO 1009 OE MAXIMUM DENSITY AND 5000ED 015TURBED, CONTACT THE AREA IN5PFCTR WTH THE PINELLAS COUNTY HIGHWAY Orr ARTMr9 I. - r.4_AO..,.4: 4sNETANTL 12 RESTORATION OF CURB. STREET. DRIVEWAYS AND PLACEMENT O 5W SHALL BE CO4PLETEO MICR TO EXCAVATION STARTING IN ANOTHER AREA BY SAME CONTRACTOR 100% DRAWINGS foRAWI BY: 13. NO STOCKPILING OF MATERIAL N ROADWAY OR ON 90E'RMK; All DIRT AND DEBRIS WILL BE REMOVED FR04 JOB SITE DAILY ROADS MID 90EWA6E5 10 BE 594(01 DART AS PART OF ONLY CLEAN -UP, 14. ANY PORTON OF THE ROADWAY THAT SUSTAINS EXCESSIVE CONSTRUC9ON RELATED DAMAGE. IN 1HE OPINION OF PINELLAS COUNTY HIGHWAY DEPARTMENT, SHALE BE REPAIRED AT CONTRACTOR EXPENSE IN A MANNER SPECIFIED BY P1906100 COUNTY HIGHWAY 000981MENI 15 PRIOR TO COMMENCEMENT OF WORK AND /0R PRIOR TO START Of RESTORATION, COORDINATE THROUGH A YOLK- THROUGH. MITI1 PINELLAS COUNTY HIGHWAY DEPARTMENT REPRESENIARVE 10 ENSURE MUTUAL AGREEMENT REGARDING SUCH MATTERS AS EXTENT OF ROADWAY TO BE OVERLAID AFTER PATCHING, IHE EXTENT OF DRIVEWAY REPLACEMENT - ESPECIALLY CONCRETE, ETC 16. 011010 INSTALLATIONS AND BORE PIT EXCAVATIONS SHALL NOT OCCUR WITHIN 5 4111 OF THE EDGE OF PAVEMENT ALONG ANY PINELLAS COUNTY 4NNTAINED ROADWAY. 17 SIDEWALK CURB RAMPS DISTURBED BY THIS CONSTRUCTION SHALL BE REPLACED PER FOOT INDEX 9304 18 THE REWRITE'S ATTENTION 15 DIRECTED TO THE PROM/615 R THE TRENCH SAFETY ACT (FLORIDA STATUTES, SECTOR 55360 ET 5E0) AND ME OCCUPATIONAL SAFETY ANO HEALTH ADMINISTRATOR EXCAVATION SAFETY STANDARDS (29 CFR SECTION 1926650, SUBPART B) YAIICH SHALL APPLY TO CONSTRUCTION, OPERATOR AND MAINTENANCE PUR5UAN1 TO THIS PERMIT 19 TYPE 00 SOD USED TO RESTORE OWNER- MAINTAINED AREA IN RICA -OF-WAY SHALL 8E COORDINATED WITH OWNER. 20 140 STREET SHALL BE CLOSED WITHOUT THE WRITTEN PERMISSION R THE PINELLAS COUNTY 1RM60 DIVISION : AT LEAST 48 HOUR ADVANCE COORDINATION IS REWIRED 21. ME RESTORATION O PAVEMENT OPEN CUTS SHALL BE IN ACCORDANCE NTH PC INDEX 11291 UTUZING THE FLOWABLE nLL OPTION (SEE DETAIL ON PLANS) 22, 11E ROADWAY PAVEMENT SHALL BE MILLED AND RESURFACED, LIMITS 10 BE MINIMUM 25 FEET TO EACH SIDE O THE DISTURBED AREA FOR A FU11 LANE 'WD19 FOR EACH LANE I0PACTE0 23, LANE CLOSURES SHALL NOT OCCUR DURING 114E PEAK HOUR 8.01005 OF 7:00 AM TO 9:00 AM 44N0 4:00 PM TO 7100 PM TRANSMISSION MAIN SYSTEM NOTES' CONSTRUCTION; 1 C0481NA1ON AR VALUE LOCATIONS ARE APPROXIMATE CONTRACTOR TO LOCATE AIR VALVE AT HIGH POINT ALONG PIPELINE BASED ON ACTUAL CONSTRUCTED PRONE, 2 ALL PVC PIPING SHALL CONFORM TO AIWA STANDARD 0900 OR C909 AND HAVE A MAXIMUM DIMENSION RATIO R 19 ALL HOPE PIPING SHALL CONFORM TO AWN* 0906 AND HAVE AN OUTSIDE DIAMETER EQUAL TO OP PIPE FOR THE SAME SIZE AND A MINIMUM DIMENSION RATIO OF 11. UNLESS OTIER4SE NOTED PIPE SHALL HAVE A MINIMUM PRESSURE RATING OF 150 PSE 3 ALL TRANSMISSION MAINS SHALL BE RESTRAINED JOINT (NJ) AND INSTALLED BY ORECIIONAL DRILL METHOD WHERE POSSIBLE OR UNLESS SHOWN 0114ERMISE ON THE DRAWINGS CONTRACTOR SHALL RESTRAIN PIPE AND FITTINGS IN ACCORDANCE WITH IHE RE5IRNNT TABLE SHORN ON THE DETAIL SHEETS CONTRACTOR TO RESTRAIN EXISTING PIPE MERE REWIRED IN ACCORDANCE YAM THE RESTRAINT TABLE CONTRACTOR SHALL USE RESTRAINED JOINTS ONLY; NO CONCRETE THRUST BLOCKS OR TRUST OOIMRS SHAH DE PERMITTED 4 000801091E T1E -INS TO EXISTING CITY MAINS NTH CITY PERSONNEL EXISTING VALVES SHALL BE OPERATED BY THE CITY OF CLEARWATER CONTRACTOR SHALL BE RESPONSIBLE FOR DRAINING EXISTING MAINS AS NEEDED 5 ALL PIP: SHALL 6E PRESSURE TESTED AND LEN( TESTED IN ACCORDANCE NTH AWAA STANDARD 0 -600 AND THE SPECIFICATIONS. 6 DURING CONSTRUCTION WHENEVER ANY PIPELINE IS LEFT UNATTENDED, TEMPORARY PLUGS SHALL BE IN5TALLE0 AT ALL OPENINGS TEMPORARY PLUGS SHALL BE WATER TIGHT, AND OF SUCH DESIGN TO PREVENT ENTRY INTO THE PIPE 7 SEPARATIONS: A HORIZONTAL SEPARATION OF 3 FEET (EDGE TO EDGE) 511011 BE MAINTAINED BETWEEN RAw OR FRESH WATER MAINS AND RECENT/ED WATER OR WATER MAINS INCLUDING SERVICE /41E7ER BOXE5. A MINIMUM HORIZONTAL SEPARATION R 6 FEET (EDGE TO EDGE) SHALL BE MNNTAINED BETWEEN RAW WATER MAINS AND ALL WASTEWATER MAINS. FLORIDA DEPARTMENT O ENVIRONMENTAL PROTECTION (IDEP) REWIRED PIPING SEPARA0ONS SHALL BE MAINTAINED AT ALL TIMES A VERTICAL CLEARANCE OF 18 INCHES SHALL BE MANTNNED BETWEEN THE RAW OR FRE59 MAINS AND ALL WASTEWATER MAINS, OR RECLAIMED WATER INNS B ALL MANS SHALL HAVE A MINIMUM 01 36 INCHES 00 COVER & A MAXIMUM R 6 FEET OF COVER UNLESS SHORN OTHERWISE PROWOE A MINIMUM OF 3 FEET OF COVER OVER UTILITIES AT ALL 041074 CR055114GS 9 ALL ROADWAY 090599GS ARE 70 BE CONSTRUCTED BY DIRECTIONAL DRILL ME14W UNLESS OTHERWSE INDICATED ON THE PLANS 10 SAW CUT EXISTING EDGE -OF- PAVEMENT PRIOR TO ASPHALT OR CONCRETE REMOVAL, OR AS REQUIRED BY MOT OR PINELLAS COUNTY WHEN WITHIN THOSE ROW LIMITS 11, INSTALLATIONS NVONNG CONCRETE AND ASPHALT DRIVEWAY, IN GOOD CONDITION, MUST BE ACCOMPLISHED BY DIRECTIONAL DRILL METHOD 140 JETTING WIll BE ALLOWED 12 THE CONTRACTOR SHALL FIELD VERIFY THE CONNECTION POINTS (INCLUDING, BUT NOT IIMITE0 T0, LOCATIONS AND ELEVATIONS OF UTILITIES) PRIOR TO THE COMMENCEMENT Of 00N569001108 ALL DISCREPANCIES SHALL BE REPORTED 10 THE ENGINEER CF RECORD IMMEDIATELY. 13 DISTURBED AREAS WITHIN THE RIGHT OF WAY WILL BE COMPACTED TO 989 04 MAXIMUM DENSITY ARO 5000ED ALL OPEN CUT AREAS TO BE COMPACTED TO 958 MODIFIED PROCTOR IN OPEN AREAS COMPACTION FOR PIPE BEDDING SHALL COMPLY 911H AASHTO 1 -99 (100%). 14 THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE PROVISIONS R THE TRENCH SAFETY ACT (FLORIDA STATUTES, SECTION 55360 ET, 5E0.) AND THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION EXCAVATION SAFETY STANDARDS (29 CFR SECTION 1926650, SUBPART 6) WHICH SHALL APPLY TO ALL CONSTRUCTION 15 00 NO7 O5TUR9 EXISTING UNDER DRAIN OR STORM SYSTEMS IF FILTRATION BED 15 DISTURBED. CONTACT THE AREA INSPECTOR. 16. CORONAIE 114E CUTTING O DRIVEWAYS NTH OWNER PRIOR TO CUT ALL DRIVEWAYS MILL BE IN PASSABLE CONDOR AT THE END R THE WORK DAY. 17. CONCRETE RIVEWAYS PERMITTED 70 BE CUT ARE 10 BE RESTORED NTH 6" O 3000 PSI CONCRETE WITH 6" X 6" TOGA CURT PLACE I/2" EXPANSION JOINT BETNEC64 BACK 00 CURB AND NEW DRIVE ANY PORTION Of DRIVEWAY AT R NEAR CUT THAT BECOMES UNDERMINED WILL BE REMOVED PRIOR TO CONCRETE BEING PLACED EXISTING RACKS IN DRIVEWAYS ARE TO BE DOCUMENTED AS PRE-EXISTING R THAT SECTION REPLACED 07 PINELLAS COUNTY R THE CM'S 571100 AREA BENEATH PATCH 10 BE MECHANICALLY TAMPED PRIOR 10 PLACING CONCRETE M1911401.1 REPAIR TROTH 10 BE 5' NTH NO SECTIONS LEFT SMALLER THEN 5' 19 ASPHALT OHIVL5 PERMITTED 70 BE CUT ARE 10 BE RESTORED UTILIZING THE SAME MATERIAL AS EXISTING BASE WTH MINIMUM 6" THICKNESS ASPHALT TO RE PC -3 R AL14.■NAIE APPROVED BY PINELLAS (WRIT HIGHWAY DEPARTMENT R THE CEO PRIOR TO USE ASPHALT IS TO BE COMPACTED TO ACHIEVE DENSITY REQUIREMENTS FOR PC -3 RECEIPTS AND DELIVERY TICKETS SHOULD REFLECT SUPPLIER AND 4115 CERTIFICATION AS TO TYPE O ASPHALT SUPPLED. WW9 .. 1R71.101 1w..n 0N1 A_YeM9 In. C 10011 DOA' INGS JRS 11/30/17 8,90% DRAWINGS WY •'.Hem 44044 4 44*1*9 W•7 F Al 609. DRAWINGS JRS JRS REVISION n 8/1/12 5/8/12 SAN 19 RESTORATION OF CURB. 57REET. DRIVEWAYS AND PLACEMENT of 500 SHALL BE COMPLETED PRIOR TO EXCAVATION STARTING 114 ANOTHER AREA BY SAME CONTRACTOR, 20. PLACE EXPANSION JOINTS BETWEEN BACK -OF -CURB AND CWGREIC DRIVEWAY, 21. ANY DISTURBED AREAS IN THE FOOT 44/8 SHALL BE RESTORED TO EQUAL OR BETTER THAN THE PRE - 10151114E 00ND1)00 All REPNRS SHALL BE DONE PER FOOT STANDARD A SPECIFICATIONS 22 WHERE FORCE MAINS. WATER MAINS, OR REUSE MAINS ARE LAW WIHOUI USE OF FITTINGS. ME MAXIMUM DEFLECTION SHAH. BE 90800 THAT RECOMMENDED BY THE MANUFACTURER. 23 IT SHALL BE 7110 RE9 ON9BI01TY OF THE CONTRACTOR TO PRODUCE. 5UB1111 AND OBTAIN APPROVAL OF REPRODUCIBLE "AS- BUILT" DRAWINGS FROM JURISDICTIONAL AGENCIES AS MAY BE REQUIRED 24 1HE "AS- BUILT" DRAWINGS TO BE PREPARED BY TIE CONTRACTOR AND SUBMITTED AT THE 114E OF THE REQUEST FOR A LETTER O RELEASE 70 PUCE THE CONSTRUCTION INTO SERVICE N9L CLEARLY DEPICT THE VERTICAL CLEARANCES BETWEEN WATER. SEWER (INCLUDING STOW) AND REUSE LINES AT ALL CROSSINGS AND PARALLEL RUNS WHERE THE HORIZONTAL SEPARATOR 15 LESS THAN 10 FEET. IN ADDITON, 141E CENTER R UNCUT LENGTHS OF PIPE (USUALLY 20 FEET) AT PORTS O CROSSINGS YALE BF DOCUMENTED ON THE DRAWINGS AND ALL 4HIGA110N CONSTRUCTION MEASURES CLEARLY DEPICTED IN CASES WHERE A MIN4U4 06 18 HOLES R VERTICAL CLEARANCE BETWEEN THE WATER AND SEWER (INCLUDING STORM) LINES 15 NOT P05SIBLE. MAINTENANCE OF TRAFFIC' 1 ALL PROPOSED RORII MUST COMPLY NTH FOOT INDEX NO 600 2 ALL RIGHT -Or -WAY INSTALLATIONS WILL BE IN ACCORDANCE WT9 PRACTICES REFERENCED IN THE STATE OF FLORI* UTILITY ACC04NWATRN45 MANUAL 3 SAFE PEDE5191AN TRAFFIC 15 70 BE MAINTAINED AT ALL 11405 140 PEDESTRIAN PATHWAY 15 TO BE REMOVED, BLOCKED OR DISTURBED *10001 HAVING A SUFFICIENT DESIGNATED TEMPORARY PEDESTRIAN PATHWAY WITH ALL APPROPRIATE PEDESTRIAN MAINTENANCE DE TRAFFIC SIGNS (INDEX 660) IN PLACE PRIOR 10 PATHWAY BEING AFFECTED 4 SIGNS AND BARRICADES SHALL BE IN ACCORDANCE WITH 1510 U.S DEPARTMENT OF TRANSPORTATION'S "MANUAL OR UNIFORM TRAFFIC CONTROL DE4CE5" AND THE FLORIDA DEPARTMENT R TRANSPORTATION'S "ROADWAY AND TRAFFIC 01904 STANDARDS" INDEXES 600 THROUGH 670 (LATEST EDITION) 5 AT LEAST ONE LANE OF TRAFFIC MALL BE OPEN Al ALL TIMES WHENEVER TRAFFIC 15 REDUCED TO ONE LANE, "FLAGMEN 0410 FLAGMEN AHEAD" SIGNS N110 BE UTILIZED APPROPRIATE 999804515 AND 'CONSTRUCTION AHEAD" SIGNS SHALL BE UTILIZED PER 1001 MANUAL TRAFFIC CONTROL THROUGH WORK ZONE NO LANE CLOSURES ARE ALLOWED WITHOUT 48 HOURS NOTIFICATION TO THE DEPARTMENT 98 PRIOR APPROVAL BY THE FOOT INSPECTOR ALL MAINTENANCE R TRAFFIC SHALL COMPLY 9419 F006 DESIGN STANDARD INDEX 600 - 670 6 THE AANIJAL ON UNIFORM TRAFFIC CONTROL DEVICES 6 I4AINTENANC• OF TRAFFIC MIT110 PINELLAS COUNTY AND FOOT RICHT -R -WAYS 9111 USE FOOT STANDARD INDEX NO 600. AS APPLICABLE 7 CONTRACTOR PALL HAVE A CERTIFIED MOT E4PLOY0E ON SITE O ALL DAAAGEO CUT TRAFFIC SIGNAL INDUCTION LOOPS SHALL BE RESTORED / REPLACED Al THE CONTRACTOR'S EXPENSE CONTRACTOR SHALL COORDINATE WITH CITY OR COUNTY STAFF AS APPLICABLE TO ANY EXISTING LOOPS BEING CUT TO MAKE SIGNAL ADJUSTMENTS DURING CONSTRUCTION SURVEY NOTES: 1 SURVEY PROVIDED BY: - CITY R CLEARWATER FOR ALL PARK 51115 /0TY OWNED PROPERTIES - POLARIS ASSOCIATES. INC. (ALL ROW WAITS) 2165 SUNNYOALE BLVD. , SUITE D. CLEARWATER, FL 33765 3 THE HORIZONTAL DATUM 15 FLORIDA STATE PLANE COORDINATES, N AO. 63 -96, FLORIDA NEST ZONE 4 THE VERTICAL DATUM IS N A V D 1988 CITY OF CLEARWATER TIORIDA ENGINEERING DEPARTMENT 100 S Myrtle Ave. Clearwater. 71 33758 vat ne A,E4PTa RU 'I141116579991 Pt" TREE PROTECTION SCOFF: WHERE PROPOSED SITE IMPROVEMENTS INVOLVE ANY CONSTRUCTION AC11411405 ADJACENT TO ANY PROTECTED TREES, PARTICULARLY BENEATH THE DRIPLNE /CANOPY OF AN EXISTING TREE, THE CONTRACTOR WILL BE REQUIRED TO IN5IALL THE GTY5 APPROVED TREE BARRICADES 114E REWIRED CITY TREE BARRICADES MUST BE INSTA11.10. INSPECTED AND APPROVE0 BY THE CITY5 ENGINEERING REPRESENTATIVE, PRIOR TO MOBIU2ATI064 OR THE START OF CONSTRUCTION ACETATES ADJACENT TO ANY PROTECTED TREE CONSTRUCTION ACTIVITIES INCLUDE, BUT ARE NOT LIMITED TO THE STAGING, STORAGE OR PARKING OF VEHICLES, EQUIPMENT, MATERIALS AND DEBRIS IN ADDITION. AN INTERNATIONAL SOCIETY OF ARBORICULTURE (15A) CERTIFIED AMORIST SHALL PERFORM, OR DIRECTLY SUPERVISE ANY AND ALL REQUIRED TREE TRIMMING/PRUNING A01191E5 REQUIRED BY THE CONSTRUCTION THE CITY'S ENGINEERING REPRESENTATIVE FOR TREE PROTECTION ISSUES I5 TIM KURTZ, SENIOR LANDSCAPE ARCHITECT, 114 THE CITY Or CLEARWATER'S ENGINEERING DEPARTMENT AI (727) 562 -4737, TREE PROTECTION NOTES: I. THE CONTRACTOR WILL BE RESPONSIBLE FOR ADHERING TO ALL TREE PROTECTION MEASURES REWIRED BY THE CITY OF CLEARWATER'S CODES. ORDINANCES AND STANDARD SPECIFICATIONS 71115 WALL INCLUDE ALL TREE BARRICADES. ROOT PRUNING AND TREE TRIMMING/PRUNING ACETATES. THESE REQUIREMENTS WILL APPLY 1RTHIN THE SPECIFIED LIMITS R WORK, AND WILL ALSO DE APPLICABLE IN ALL AREAS WHERE THE CONTRACTOR AND /OR HIS SUBCONTRACTORS STAGE, STORE OR PARK VEHICLES. EQUIPMENT. MATERIALS AND DEBRIS 2 ALL TREE PRUNING AND /OR ROOT PRUNING ON EXISTING TREES 70 BE PRESERVED WILL ONLY BE PERFORMED BY OR UNDER THE DIRECT SUPERVISION OF AN NTE9NA0ONAL SOCIETY OF AR80R1CULTURE (ISA) 0(9044E0 ARBORIST FURTHERMORE. ALL TREE WORK SHALL CONFORM TO THE AMERICAN NATIONAL STANDARDS INS0TUTE (M451) 2001 A71feCAN NA111:IK S1A.ID8liOJ09 1Rl1 CARE • NIACOKS 440001 .118 A -vV• 3 WHERE CALLED FOR ON THE PLANS, INSTALL TREE BARRK:AOES. EROSION CON1R6/5111 FENCING OR OTHER APPROVED PROTECTIVE BARRIERS AROUND ALL TREES TO BE PRESERVED, PER CITY STANDARD DETAIL. WERE APPLICABLE. PROTECTIVE BARRIERS WI1.1 BE PLACED IN ROOT PRUNE TRENCHES 4 PRIOR TO ANY 6(10 CHANCES TAKING PLACE, IT WLL BE THE CONTRACTOR'S RESPONSIBILITY 10 RENEW THE POTENTIAL IMPACTS TO EXISTING TREES NTH HIS CERTIFIED AMORIST. AND INCLUDE ANY AND ALL RECOMMENDED TREE PROTECTOR MEASURES IN HIS PROPOSAL TO MODIFY THE APPROVED DESIGN THE CAPS ENGINEERING REPRESENTATIVE MUST APPROVE, IN WRITING, ANY CHANGES 10 THE APPROVED DESIGN PRIOR TO IMPLEMENTATION OF SAID CHANCE 5 THE CONTRACTOR WILL AVOID ANY OPEN EXCAVATIONS, FILL OR OTHER CONSTRUCTION ACOYITIES WHENEVER POSSIBLE WHIN THE CRITICAL ROOT ZONE OF ANY EXISTING TREE (I E , UNDER THE ORIPLINE /CANOPY) 6 WHERE CONSTRUCTOR ACTIVITIES ARE ANTICIPATED TO LAST FOR AN EXTENDED PERIOD CE TIME NEAR EXI50NG TREES, THE CONTRACTOR SHALL INSTALL AND MAINTAIN CITY APPROVED TREE BARRICADES AS SHOWN N THE STANDARD DETAILS AND APPROVED BY 114E CITY'S ENGINEERING REPRESENTATIVE 7. W'000CNIPS, MULCH OR ANOTHER CUSHIONING SURFACE MATERIAL APPROVED BY THE CTYS ENGINEERNG REPRESENTATIVE SHALL BE PACE() To A MINIMUM OEPTI OF 1O- OVER AREAS WHERE ROOTS ARE PRESENT AND CONSTRUCTION TRAFFIC OCCURS B ALL TREE PROTECTION MEASURES SHALL REMAIN IN PLACE AT ALL TIMES DURING CONSTRUCTION UNTIL THE CITY'S ENGINEERING REPRESENTATIVE AUTHORIZES REMOVAL, 9 THE CONTRACTOR WILL COORDINATE WITH THE GEMS ENGINEERING REPRESENIADVT, TIM KURTZ 0 (727) 562 -4737, TO OBTAIN APPROVAL IN ADVANCE R ANY AND ALL WORN WTHIN THE CRITICAL 6001 20NE 06 ANY EXISTING TREE TREE LOCATION' 1 ALL TREE PRUNING AND /0R ROOT PRUNING ON EXISTING TREES TO REMAIN SHALL ONLY BE PERFORMED BY OR UNDER THE DIRECT SUPERVISION OF AN INTERNATIONAL SOCIETY OF ARBORICULTURE (ISA) CERTIFIE0 ARBOR157 FURTHERMORE, ALL TREE WORK SHALL CONFORM TO THE AMERICAN NATIONAL STANDARDS INSTITUTE (AN51) 2001, AMERICAN NAl1ONAL STANDARD FOR TREE CARE OPERATIONS - TREE, SHRUB MD OTHER 0/0007 PLANT MAINTENANCE - STANDARD PRACTICES (PRUNING) ANSI A300 2 WHERE REWIRED, INSTALL TREE BARRICADES, 08090 CONTROL /9LT FENCING 0R OTHER APPROVED PROTECTIVE BARRIERS AROUND ALL TREES 10 BE PRESERVED, PER CITY STANDARD DETAIL WHERE APPLICABLE PROTECTIVE BARRERS SHALL BE PLACED IN ROOT PRUNE TRENCHES 3 CONSTRUCTION MATERIALS, VEHICLES, EQUIPMENT, SOILS, DEBR15 AND SUPPLIES SHALL NOT BE STORED 11171419 THE DRIP UNE/PROTECTIVE BARRIER AREA UNDER ANY TREE TO REMAIN. 4 VEHICLES UNDER ANY TREE SHALL NOT BE PARKED WTHIN THE DRIP LINE/PROTECTIVE BARRIER AREA R THE TREE INCLUDING STAGING AREA5. 5 WOOTOWS, MULCH OR ANOTHER CUSHIONING SURFACE MATERIAL APPROVED BY THE OIYS REPRESENTATIVE SHALL BE PLACED TO A MINIMUM DEPTH OF 10 INDIES OVER AREAS WHERE ROOTS ARE PRESENT AND CONSTRUCTION TRAFFIC OCCURS 6 ALL TREE PROTECTION MEASURES SHALL REMAIN 04 PLACE AT ALL TIMES DURING CONSTRUCTOR UNTIL THE WTY5 REPRESENTATIVE AV690917E5 REMOVAL ROOT PRUNING SCOPE: WHERE PROPOSED CONSTRUCTION IMPROVEMENTS INVOLVE EXCAVATION AND /OR IMPACTS TO THE CRITICAL ROOT ZONE O PROTECTED TREES, THE CONTRACTOR SHALL BE REWIRED TO HAVE AN INTERNATIONAL SOCIETY CE ARBORICULTURE (ISA) CER1F1ED AMORIST PERFORM. OR DIRECTLY SUPERVISE ROOT PRUNING TO REDUCE ME IMPACTS R CONSTRUCTION. THE CRITICAL ROOT ZONE 15 EQUIVALENT TO THE TREE'S ORIPLINE PRIOR TO ANY CLEARING, GRUBBING OR EXCAVATION ACTIVITIES, THE AFFECTED ROOTS MUST BE SEVERED BY CLEAN PRUNING 0015 AT THE POINT NNERE GRUBBING OR EXCAVATOR IMPACTS THE RW1 SYSTEM ROOTS CAH BE PRUNED UTILIZING SPECIFIED ROOT PRUNING EQUIPMENT DE9GNE0 FOR THAI PURPOSE OR BY HAND DIGGING A TRENCH AND PRUNING ROOTS NTH A PRUNING SAW, CHIN 5AW OR OTHER EQUIPMENT DESIGNED FOR TREE PRUNING ROOT PRUNING BY TRENCHING EQUIPMENT OR EXCAVATION EQUIPMENT 15 STRICTLY PROHIBITED. ROOTS LOCATED IN THE CRITICAL ROOT ZONE THAT WILL BE IMPACTED BY CONSTRUCTION ACTIVITIES SHALL BE PRUNED TO A MINIMUM DEPTH GE 18 INCHES BELOW EXISTING GRADE OR TO THE DEPTH OF THE PROPOSED IMPACT IF LESS THAN 18 INCHES FROM DUSTING GRADE ON ALL ENGINEERING DEPARTMENT PROJECTS, THE CITY'S REPRESENTATIVES FOR ROOT PRUNING ISSUES 15 TN KURTZ, 5NIR LANDSCAPE ARCHITECT, WHO CAN BE REACHED AT (727) 562 -4737. ROOT PRUNING NOTES: 1, ROOT PRUNING CAN ONLY BE PERFORATED BY OR UNDER THE OREC1 SUPERVISION DE AN INTERNATIONAL SOCIETY 01 ARBORICULTURE (ISA) CERTIFIED ARBORI5T. 2. ANY PROPOSED ROOT PRUNING TRENCHES SHALL BE 1004116ED (LE STAKED OR PAINTED) P APPROVED BY THE CITY'S ENGINEERING D) ON 970, N ECTED AND DIVED REPRESENTATIVE PRIOR TO ACTUAL 9001 PRUNING 3 ROOT PRUN1440 1,111 BE PREfRME0 AS FAR 114 ADVANCE 00 OTHER CONSTRUCTION ACTIVITIES AS I5 FEASIBLE, BUT AT A MINIMUM TILL BE PERERMEO PRIOR TO ANY IMPACTS TO THE 501L ASSOCIATED TREE PROTECTION MEASURES SHOULD BE IMPLEMENTED UPON COMPLETION O SAID ROOT PRURITIC 4 IF THERE I5 A LIKELIHOOD O EXCESSIVE WINO AND/OR RAIN EXCEPTIONAL CARE CULL BE TAKEN ON ANY ROOT PRUNING ACTVITES. 5 ROOT PRUNING WILL BE LIMITED TO A MINIMUM Of TWELVE 1110405 PER ONE INCH R THE TRUNK DIAMETER FROM THE TREE BASE ANY EXCEPTION RUST BE APPROVED BY THE 01Y5 ENGINEERING REPRESENTATIVE PRIR TO SAID ROOT PRUNING 6 ROOTS Ill BE CUT CLEANLY, AS FAR FROM 1HE TRUNK Of THE TREF AS P059811 ROOT PRUNING WILL BE DONE TO A MINIMUM DEPTH 01 18- FROM EXISTING GRADE, R TO THE DEPTH 07 THE DISTURBANCE IF LESS THAN 10". 7 ROOT PRUNING WAIL BE PERFORMED USING A DO5COOL ROOT CUTTING MACHINE OR EQUIVALENT ALTERNATE EQUIPMENT OR 1(0091QUE5 MUST BE APPROVED BY THE CITY'S ENGINEERING REPRESENTATIVE, PRIOR TO ANY WORK ADJACENT TO TREES TO BE PRESERVED. 8 ROOT PRUNIN0 WILL DE COMPLE110, INSPECTED AND ACCEPTED PRIOR TO THE COMMENCEMENT OF ANY EXCAVATOR OR OTHER IMPACTS TO THE CRITCAI ROOT ZONES OF TREES TO BE PROTECTED 9 EXCAVATIONS IN AN AREA WHERE ROOT ARE PRESENT RILL NOT CAUSE THE TEARING OR RIPPING OF TREE 80075 ROOTS MUST 6656 BE CLEANLY SEVERED PRIOR TO CONTINUING WI711 THE EXCAVA110N, OR TUNNELED ARORJD TO PREVENT DAMAGE 10 THE ROOT. 10 TREE ROOTS PALL NOT BE EXPOSED TO DRYING OUT ROOT ENDS MUST BE COVERED R1TH NA0VE SOL OR BURLAP AND KEPT MOST UNTIL FINAL 98011111 OR FINAL GRADES HAVE BEEN ESTABLISHED 11 WHEN DEEMED APPROPRIATE (16 • WRING PERIODS O DRWGHI) THE DIY REPRESENTATIVE MAY REWIRE A TEMPORARY IRRK:ATION SYSTEM BE UTIL12E0 IN THE REMAINING CRITICAL ROOT VINES O ROOT PRUNED TREES NOTE: THE ABOVE INFORMATION 15 MENDED FOR USE ON PROJECTS MERE CONSTRUCTION IMPACTS TO EX15TNG TREES ARE LIKELY OR EVEN UNAVOIDABLE. MILE TH15 INFORMATION COVERS A VARIETY O 1IDATONS. IT CANNOT ADORE55 EVERY ONE IN THE EVENT THERE ARE QUESTIONS OR CONCERNS REGARDING TREE PROTECTION ON A PROJECT. PLEASE CONTACT THE CITY'S PROJECT INSPECTOR IF THEY ARE UNAVAILABLE, PLEASE CONTACT TIM KURTZ. SENIOR LANDSCAPE ARCHITECT IN THE PUBLIC WORKS ADMINISTRATION Al 727- 567 -4717. EROSION AND SEDIMFNT CONTROL: 1. CONTRACTOR I5 TO PROVIDE EROSION CON1ROL/SEDIMENIATION BARRIER (SILTATION CURTAIN) TO PREVENT 51LTATON OF ADJACENT PROPERTY STREETS. STORM SEWERS, AND WATERWAYS IN MOUTON, CONTRACTOR SHALL PLACE SUITABLE AAIERIAL ON GROUND IN AREAS WHERE CONSTRUCTOR RELATED TRAFFIC 15 TO ENTER AND EXIT THE STE IF, IN THE OPINION OF ME ENGINEER AND /0R LOCAL AUTHORITIES, EXCESSIVE QUANTITIES Of EARTH ARE TRANSPORTED OFF -Silt EITHER BY NATURAL DRAINAGE OR VEHICULAR TRAFFIC. TIE CONTRACTOR IS TO REMOVE AND CLEAN THE SYSTEM 10 THE SATISEACEION OF THE ENGINEER AND /0R AUTHORITIES THE CONTRACTOR IS REWIRED TO 081■N NPOSS, SWPPP PERMITS AND MAINTAIN BAPS 2. THE CONTRACTOR SHALL PROVIDE ROUTINE MAINTENANCE R PERMANENT AND TEMPORARY EROSION CONTROL FEATURES UNTIL THE PROJECT 15 COMPLETE 3, THE CONTRACTOR SHALL DE RESPONSIBLE [OR 71-11 AAINIENANCE DE ALL RETENTION AND 0(1181ON FACILITIES AND ALL LANDSCAPE BUFFERS, THROUGH THE DURATION OE THE PROJECT, AND UNTIL THE WORK I5 ACCEPTED By THE OWNER ALL 0159006ED AREAS SHALL 9E RETURNED TO THEIR ORIGINAL CONDITIR DEWATFRING: 1 CONTRACTOR SHALL. BE RESPONSIBLE FOR DEWATERING, TE5TN0 AND OBTAINING ANY PER4HT5 ASSOCIATED 911H 0EwA1ERING ACETATES AS OUTLINED NN 011 CONTRACT 0000411415. INCLUDING FEES FOR SUCH. 7 DURING CONSTRUCTION, NO DIRECT DISCHARGE OF WATER TO DOWNSTREAM RECEIVING WATERS WALL BE ALLOWED. THE CONTRACTOR 15 RESPONSIBLE FOR MAINTAINING WATER QUALITY, AND SHALL ROUTE DISCHARGE WATER IN SUCH A MANNER TO ADEQUATELY REMOVE SILT PRIOR TO RUNOFF FROM SITE 4. E DEWAIERING WILL BE NECESSARY FOR EXCAVATION OR 7/10.1111 INSTALLATION, THE CONTRACTOR SHALL OBTAIN A STATE Or FLORIDA DEPARTMENT O ENVIRONMENTAL PROTECTION GENERIC PERMIT FOR THE 015CHARGE DE PRODUCED GROUNDWATER FROM N43 UNCONTAMINATED SITE ACTIVITY (FDEP DOCUMENT 62- 621.300(7)) COPIES O THE PERMIT AND REWIRED TEST RESULTS SHALL BE SUBMITTED TO THE CITY OF CLEARWATER ENGINEERING DEPARTMENT. IF THE CONTRACTOR I5 CON90ERING THE CITY 570 4480108 SYSTEM AS A POINT O 05CHARGE, PRIOR APPROVAL 15 REWIRED. 5. FOR MORE DETAILS ON 0TY DEWATERING REQUIREMENTS, REFER 70 PARAGRAPH 12 O SECTION IV - TECHNICAL SPECIFICATIONS FROM THE CONTRACT DOCUMENTS WATER TREATMENT PLANT NO. 2 - CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT GENERAL NOTES 4T ~ 003 j( •if 2012 -H -7 99 -24t MC INES 003 \\\\MITI! % s/i • Or:- vNHgNO /i 4. .��cE sF ✓ems i '.. % 90 I.. A� c::lf �A6757. 4' *� - yr 7 * F X Z. 4 / A I 'S,�NA.- .��``\ 'I littO\I 1350 6.11 ,04.1^17 ,700611 0.. ..y. 146. Pbr7. 5w. ,00 I ms., l4.40 J7607 Jr 1[4-!7!1 F®XA 6'1 2' -6Y7 .1e Ws sn T ALAI P44�H.4 2012024 OM MII02000 4414 ••Aw um 1 /80/12 DWI MAN. Pr JRS WNWR en JUA 003 APPROYSO FOP CONSTINCTION ah DK.KA 484*4 0 MAUDE Pt F JW771 0AN 01 :• C U EXISTING FT L E G E N D SECTION IS TAKEN.....- I 0 4 XX XX O LIH YARD HYDRANT+ 'T' F.H TEL B' CIWN LINK I F-1 N' ASPENS /wow 1 `NWNIBNNNNHNHWIIIUW11 •r so S 0 Ji r'Aft CB 111111111111111111111111 A: in 52 --- X 92.5 —R—► —I1 -0' —0—► —0--. HAIR RCw* VI W W 0 6 G FLA w 0 10 019[ 31 0 01I[ DT —05 .;D FA1V X —D CAT, X 01 IC 013 DESCRIPTION TYPICAL PIPE IDENTIFICATION SINGLE -LINE PIPE DOUBLE -LNE PIPE MANHOLE, WATER TIGHT FIRE HYDRANT ASSEMBLY (INCLUDES VALVE) SINGLE -LINE PIPING, VALVES. MID FITTINGS NR RELEASE VALVE HOSE 81BB / CONNECTION. SIZE VALVE VAULT WATER METER ELECTRIC WANHOL E/VAUIT TELEPHONE CABLE, MANHOLE/VAULT & BOX BENCHMARK TEST BORING LIMITED ACCESS RIGHT OF WAY (LA 0/11) RIGHT OF WAY (R /W) PROPERTY LINE (R) PROPERTY CORNERS IRON PIPE IRON ROD CONCRETE MONUMENT FENCE. 512E & TYPE BJILDING /STRUCTURE PAVEMENT. 512E & TYPE CATCH BASIN CULVERT OR BRIDGE CROSSING A ROAD RAILROAD TRACKS (R /R) SIGNS POLE. POWER 0000 & COMBINATION PONE SLOPE CONTOURS SPOT ELEVATIONS STORM WATER FLOW STREAM (SMALL) /DITCH, 5WALE SHORE LINE STORM DRAINAGE PIPE STORM DRAINAGE MANHOLE /INLET RAW WATER RECLAIMED WATER POTABLE WATER CAS MAIN FORCE MAIN WHINE/ SEWER GRAVITY PIPE FIBER OPTIC OVER HEAD ELECTRIC BURRIED TELEPHONE STORM DRAINAGE PIPE CABLE TV CHAIN LINK FENCE TREE BARON* STANDARD VISIBILTY BLACK CRAY PROPOSED FEATURES EXIST1NG FEATURES .GENERAL ADJUSTABLE ANGLE APPROXIMATE BENCH WRK BETWEEN BOTT01.1 OF 51A1T BUILDING CAPACITY CENTER LINE CENTER TO CENTER CLEMOUT CONCRETE CONDITION CONTINUATION CONNECTION CUBIC FOOT CUBIC INCH CUBIC. Y40D DEGREE DIAMETER DIAGONAL CAMEN4I0N DISCHARGE DRAWING EACH EACH WAY EACH FACE ELEVATION EWIPMENT EXISTING FINISH FINISH FLOOR FLEXIBLE FLOOR DRAIN GALLON GAUGE GRADE HxN HIGH POINT HIGH WATER LEVEL HORIZONTAL HORSEPOWER INSIDE DWMEIER INTERMEDIATE UNEMl FOOT LONG LOW WATER LEVEL LOW FOLK MANHOLE MANUFACTURER MATERLLL MAXIMUM MECHANICAL MINIMUM MOUNTED NOMINAL NOT 10 CONTRACT NOT TO SCALE NUMBER ON CENTERS OPERATOR OPTION OPPOSITE 00041110 OR EGUAL OUTSIDE DIAMETER PLATE POINT POUND PRESSURE P00P05E0 MOMS REWIRED RIGHT OF WAY ROOM REVOLUTIONS PER MINUTE SECTION SHEET SIDEWALK ABBREVIATIONS SYMBOLS PIPE / JOINTS AML. 0*0 BM 0 0• .5 B 0.5 BLDG 0 CC C.0. CONC. COND CONT. CONN. CU, F1. CU. IN CU. YD D EG DIA DUG DISC, DWG EA. E.W. E.F. EL. ELEV. EQUIP EXIST, FIN F.F. FLEX. F,D. GAL CA HR HPT. H W.L. HORIZ. H.P. I.D. INT. E.F. LC. L E W.L 1 PT 1.111 11 H MFR. MEL LUX MECH MN TD. NOM N1 C. 0,1.5 . N0. O.C. OPEN. OPT OPP, OPNG. 0/1 00. PL PT LB. PRES PROP. RAG.. R SYMBOLS BUCK IRON PIPE BLACK STEEL PIPE BUTT WELD CAST IRON CAST IRON PIPE MI IRON ION PIPE CONCRETE PRESSURE PIPE COPPER PIPE CORRUGATED METAL PIPE OOCNLE IRON EXPANSION FLANGE GALVANIZED STEEL PIPE HIGH - DENSITY POLYETHYLENE JOINT MECHANICAL JOINT METAL REINFORCED PLASTIC PIPE POLYETHYLENE PIPE POLWINYLCHLORIDE POLYVINYLCHLUPoOE (DOUBLE CONTAINED) PUSH -ON JOINT REINFORCED CONCRETE PIPE SCHEDULE STAINLESS STEEL STEEL PIPE TIED JOINT VITRIFIED CLAY PIPE RESTRAINED JOINT WALL SLEEVE WALL PIPE (WITH WATER 5103) VALVES. FITTINGS. ETC ACTUATED BUTTERFLY VALVE NR CUSHION CHECK VALVE MR RELEASE VALVE /UR/VACUUM RELEASE VALVE BALL CHECK VALVE BALL VALVE BLIND FLANGE BUTTERFLY VALVE BURIED GEAR OPERATOR CHECK VALVE, SWING /GLOBE ELBOW ELECTRIC VALVE ACTUATOR ELEVATED GEM OPERATOR EXPANSION JOINT FIRE HYDRANT FITTING FLANGE FLANGED ADAPTOR FLEXIBLE COUPLING GTE VALVE GLOBE VALVE H.ARNE55E0 FLANGED COUPLING ADAPTER HYDRAULIC VALVE ACTUATOR KNIFE GATE VALVE MECHANICAL JOINT ORIFICE PLATE PLUG VALVE REDUCER RUB8ER RAPPER CHECK VALVE SILENT CHECK VALVE SOLENOID VALVE VACUUM RELEASE VALVE VALVE BOX EQUIPMENT DESIGNATIONS AIR RECEIVER AIR SEPARATOR AMMONIATOR RE011 AUTOMATIC STRAINER R/W, RO.W. BACKWASH SUPPLY PUMP RIO 810F111ER R M. BLENDER SEC. BLOWER SIN., SNIT. BRIDGE CRANE SUWN. BULK STORAGE TANK CHLORINE SOLUTION PUMP CHLORINE FEED PUMP SPLCIICATIONS SPECS. SPUME 50. SQUARE FOOT 50. 01 508044E INCH 50. IN 50040E YARD SO. YD STANDARD STD. STANDARD DIMENSION RATIO SDR STATION 5TA SYMMETRICAL STN . TEMPORARY TEMP. THICK THK THREADED TAD, TOP 01- CONCRETE T,O,C, TOP CF SEAR T.O.S. TYPICAL 1YP. UNLESS NOTED OTHERWISE U N 0. ULTRAVIOLET W VERTICAL VERT. VENT VT. VENT THR00GH ROOF WASTE ACTUATED SLUDGE WAS WATER LEVEL W L WEATHERPROOF WPF. WI1DH W/ CLOSED COOLING WATER PUMP COMPRESSOR DEGAS SEPERATOR DESSICA NT DRYER DRAFT TUBE MIXER DRY TANK FAN EXPANSION TANK FILTER FLAME ARRESTOR FLUCRINATCR GAS HOLDER GENERATOR GRANULAR 000501ED CARBON VESSEL HEAT ExCH40GER HIGH SERVICE PUMP HOIST 100 EXCHANGE VESSEL MIXER MOTOR OPEN LOOP COOLING WATER PUMP OZONE FLASH REACTOR OZONE GENERATOR PNEUMATIC EJECTOR POWER SUPPLY UNIT PUMP SIDE STREAM PUMP SILENCER STORAGE TANK TANK TRANSFER PUMP TROLLEY VACUUM COMPRESSOR VAPORIZER WASHER MEL THE GENERAL LEGEND 5 FOR GENERAL REFERENCE NOT ALL ABBREVIATIONS, 51148015. MATERIALS. OR FININGS, ETC. ARE NECESSAR1LY USED N THE DESIGN. DEMURE STANDARD LEGENDS MAO 5UPERCEDE THIS GENERAL BIP BSP BW 01 CIP G5P CPP COP CUP a 180 015 GS HOPE JI W 4RPP PE PVC PVC-1) PJ RCP SCH 5.5TL STL TJ VCP RJ WS WP MEV ACCV AVIV BACV BV BF BEV BGO CV ELL EVA EGO EJ FH FTC FLG FA FC GV GL NAGA KGV HVA MB PV RED RFC SCV SV VRV VB MC ASP ARAM AS BSP BF BL BW BR BST C5P CFP CHL CCWP CUP 00 0141 OT 514 0407 FA FL GH GEN GAC HX NSP E MX OLCWP OFR PZG PE PSU SSP SK TP IR VC V W PROCESS NOMENCLATURE yaw t GAS PROflM{ MR. INSTRUMENT SUPPLY AIR PIPE MR PIPE - ATM05HERIC MR PIPE - HIGH PRESSURE PROCESS MR PIPE - INTAKE PROCESS MR PIPE - LOW PRESSURE PROCESS ANMONU G5 AMMONIA SOLUTION BASIN DRAM BYPASS CLOSED LOOP COOLING WATER. RETURN CLOSED LOOP C00040 WATER, SUPPLY CHEMICAL DRAIN CHLORINE GAS CHLORINE SOLUTION COLD WATER COMPRESSED AR DEONIZED WATER DILUTION WATER DISINFECTED WATER DRAIN EFFLUENT EXHAUST (CAS) FILTER EFFLUENT FINISHED WATER FLOOR DRAIN FLUORIDE SOLUTION FLUSH WATER GAC BACKWASH DRAIN CAC BACKWASH SUPPLY GAC TREATED WATER GASEOUS OXYGEN GASEOUS OXYGEN ECONOMIZER GROUND STORAGE TANK HIGH PRESSURE STEAM HIGH PRESSURE WATER HYDRAULIC 010(0 HYDROGEN SULFIDE INFLUENT INFLUENT RECYCLE LIQUID OXYGEN LUBRIGIION GREASE LUBRICATION OIL MAIN DRAIN MICROFILIRATION MIXED LIOUDR NITROGEN GAS NITROGEN SUPPLY CAS NON - POTABLE WATER OFF CIS OPEN LOOP COOLING WATER, RETURN OPEN LOOP COOLING WATER, SUPPLY OVERT LOW 020NA1E0 WATER OZONE CAS OZONE PURGE OZONE SYSTEM SUPPLIER PERMEATE PLANT WATER PUNT SERVICE WATER POTABLE WATER POTABLE WATER, COLO POTABLE WATER, HOT RAW SEWAGE RAW WATER RAW WATER SIDESTREA4 RECIRCULATION PUMP RECUR/AEG WATER RECYCLE REJECT RETURN ACTUATED SLUDGE RETURN EFFLUENT WATER REUSE EFFLUENT WATER RO REJECT SAMPLE SEAL WATER SECONDARY EFFLUENT SODIUM HYPOCHLORITE SUMP PUMP DISCHARGE TREATED WATER VACUUM VENT VENT, 0000,CAL VENT, INSTRUMENT WASH WATER WASTE ACTNATED SLUDGE WATER, CHLORINATED PLAIT EFFLUENT WATER, DISTILLED WELL WATER U NR AM AHP ALP MP AG AS BEM BIP CCWR COWS CDR CG C5 COW CPA DAR DW OR EFF EXIT FE FW FD FL FLW GOD 085 G18 GOX 0AKE 55T HP5 EIPW HF 4425 INF IR LOX LG LO MDR 445 441 N5 NPN OFG 000R OGN'S OF OZW 03 0ZP 055 PERM W1R %YOU PWC PWN R5 RAW RWS RP RCWM REC REA RAS REW REEW REJ SNAP SEW 5E NAOCL SPD iW VAC VT VIC VII WAW WAS WCL WD WELT( MEAT .40344 DRAIN S.WRARY SEWER 0 SANITARY SEWER, GRAVITY SAN 5MRARY SEWER FORCE MAIN FM STORM 5D FIDE STORM FLOW BYPASS SIB IDERWRAW/TM STY ?DOER t Fin ELECTRIC CABLE /DUCT BANK E FUEL LINE FL FUEL OIL FO FUEL 00. RETURN FOR FUEL OK. SUPPLY FOS LOW PRESSURE NATURAL GAS LPNG NATURAL GAS LPNG NATURAL GAS LINE LPNG FIBER OPTIC FO TELEVISION CABLE CAT/ ) • R VALVES. PIPES & FITTINGS ooa (SINGLE— LINE) SYMBOLS DESCRIPTION ExigiNL PROPOSED 00010SS000 TYPE AS SHOWN ON 1H0 DRAWINGS ADJACENT 70 SYMBOL FLOW METER TELESCOPING VALVE UNION (UN) 001C0 CONNECT COUPLING - �A• - -- PRESSURE CONTROL VALVE - —ill -- BACKPRE55URE SUSTAINING VALVE —i�lnl VALVE WITH HOSE END �� VACUUM VALVE --— GATE VALVE -fit— KNIFE GTE VALVE SILENT CHECK VALVE (GLOBE STYLE) • --1111*-- BALL VALVE • 3 -WAY BALL VALVE 4 -WAY BALL VALVE CONE VALVE —044— NEEDLE VALVE PINCH VALVE DIAPHRAGM VALVE —NJ— BUTTERFLY VALVE PLUG VALVE VALVES. PIPES & FITTINGS (DOUBLE —LINE) HK N1 004IC5 110 GITTN05 (*110 IXrtTKRRY CHECK VALVE CNEOR CIXbIT COW C HO VALK ALTPIER N N q El MIEN EEFTER /-- IOEMTIFICA LN4 DRAWING N0, WHERE 5ECT10N I5 DRAWN SECTION TARGET SUBTITLE (IF REQUIRED) SECTION LETTER IDENT6IGTION 1� SECTION OPAL NG NO WERE DETAIL LETTER IDENTIFICATION DRAWING NO WHERE DETAIL 15 DRAWN Iy SCALE DETAIL TARGET SUBTITLE (IF REQUIRED) DETAIL LETTER IDENTIFICATION DRAWING NO WHERE DETAIL 5 THEN DETAIL SCALE 67573 A 1 1 • STA of WA AT 14 ♦ L % E ' / /APO ♦ - T��!, 'NANO BY 1o0x DRAWINGS 0. /.N BY T R E E APPROYED BY. MAO riABtA1• PAK C: 1005 DRAWINGS .195 11/30/12 an Mn1m IF 4 fl • LIBNR FL F llnl 8.905 DRAWINGS A: 605 DRAWINGS JRS 1/1/12 JRS 5/0/12 REVISION BY OAT CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 100 5 Myrtle Ave Clearwater, Fl 33758 WATER TREATMENT PLANT NO. 2 — CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT LEGEND AND ABBREVIATIONS OM NAM G04 wMABI w, Toe 2012024 xo 102006 MARY0 Y0 1MA AxXx un NB. 204 APPARYTO TON Gar CM.. Vip LT B COL. PL F if Tl, DNR C> Pr A w ORL ROAD F a>• n 0 IMP V S r I2 8 P.P.p 17E14 ear DREW BTFEET HELL /83 tw HOLE DEPOT 2 1114 ■ OTT / COUNTY INTERCONNECT (BY OTHERS) WELL /52 (8Y OTHERS) cC W C11 C12 C13 C14 I 1 I WELL /51 (BY OTHERS) CO5 CO6 OO7 CO2 WELL /53 (BY OTHERS) EIAMB CLUB CIO BEST BUY Cos CO8 R0 W'iP r2 WLF To BAY BLVD (8R 60) S DREW STREET WELL /B2 (8Y OTHERS) rmobbes OM WELL Iii (Br OTHERS) ,I' 100% DRAWINGS MINIM. n AYAfl9Qe w. e,. C 100% DRAWINGS RS 1/30/12 8:90% DRAWINGS RS 8/I/12 D Dv. at P.N.S .4411 A 60% DRAWINGS RS 5/8/12 REVISION CITY OF CLEARWATER FLORIDA ENGINEERING DEPARTMENT 100 S Myrtle Ave Clearwater, Fl 33758 WATER TREATMENT PLANT NO. 2 — CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT PIPELINE DRAWING KEY PLAN S GRAPHIC SCALE 0 200 400 800 ( IN FEET) 1 incn - 400 II LEGEND PLAN KW SCOW FOR PLAN MO PROFILE ORANSIC MOMS NUMBER PLAN NEW WINDOW LA JZ IS LOCATED APPROXIMATE WELL SITE LOCATION OFT O 404e wet- COI 005 20i2 -H- 799 -Z1 r FCOR 10' SS,ON ui.gi ill \� ��..,. ..iM... Plw 9wM rEa l I�D..��ra7rYe ;yar t� �La iwdile lr: TI rTztR AM-Rw eale.o 2012624 AM n, 102000 W way 11/00/E2 L04 ar DOR ..MIM U. ocaa. JMA 005 APPROVED FOR combruCTION Par.ae6I 100.10 Duu1N.p[ ,Sfhi _ -_ D... en n. A i., Cl re 0 400 +00 0- - - BEGIN CONSTRUCTION REMOVE B" PLUG It CONVECT 5' CONCENTRATE HOPE DR9 • --T 1 71BRIGTITi io.4 /j M.'W (ENTRANCE) y1+00 BEGIN CONSTRUCTION REMOVE 6' PLUG & CONNECT 6' BACKWASH HOPE DR9E / 3' CONDUIT HOPE DR9 402 +00 DREW STREET 4034-00 4. 1 -- 404 +00 22' BOREHOLE W/ 6' BACKWASH HOPE on r CONCENTRATE eBPE DR9 & 3' CONDUIT HOPE DR9 405 +00 R/e — -, I/ I $IMIKCTIONAI ORYir STA 104.71, 440' RT B' It 6' CATE VALVES _aa =re, —Few J HOPE DR9 r CONCENTRATE: r GATE VALVE, r BACKWASH. 6' GATE VALVE & 3' CONDUIT (BY OTHERS) LEGENQ' TREE ROOT PRUNING —sue TREE eIRRUet 45 Er TREE BOOB PRUNING 41 V �) 0 f) Ofd HE lso toPOWS. M1E Min 1NE 'OTT M IXEARWATEW 1!E CIIACI IOGIeYI BEONNNO Of freflUNIY 11e19tOH ENO Of ttl At IdolN1 Must nun. PNELtAS COUNIY RAW CONSTRUCTION NOTES: I. The caulks; roadway pavement is not to be open cut or disturbed All utility crossings sholl be by directional drill per FDOT utilities accommodation manual 2. M warts wt cern* r the eodwoy peon. preparation (t. pp m). 3 A right-01-way , eheo. Will be accordance eten referenced Iin th ro Stole- W Accommodations Manual 4 M deig end cmR utmellm n ma t canteens to the minimum sUNdo.de eat sown in Pinellas CoNOIp B hand de vdopm ent, =oinng one /or related ordinances, and minimum letting Ireeuency reerrIrnnwnls- 5. Sign and berrkedn shed be In neBortenta eith The US Denectmend W Trvupv/abOay 'tonal el Urdarm Tr0f1N Control Devices" and the rwrdo pdparErsnent al T e ' Roadway end Traffic One. Steed eat. *den. 600 through 670 (totes eMUane) 6, Sala alien nn trot y to be ma:M ned at on limes - 7. An•Y frdeewh whieh becomes underrnbmd mast be removed and repwced Sidewalks ore to be reconstructed within three (3) days after removal When hang edewdk h removed. It N In be removed to the nearest joint. B. I0. 11, 12 13 14. 15 Installations involving concrete and asphalt driveway, in good condition, must be accomplished by Jock and Bore or pushing. No jetting will be Clowed. oenpoction for pipe b«ui shoe campy with AASNTO T -99 (100%). Oistoebed even within the right -of-1m wet be eompeeted Its 100% of mesimum daddy wad sowed. do not disturb antsbol undANroin or elver systems A Idlewlien bed is disturbed, con! «t 1M men impactor with IM PvnAns Count} tryhaAL Elpartnent oR 464-0900 for usNilance Reslopotion of curb, street, driveways end *ice e,enl -T sod s7-roa a competed pour To d.cotalioe, shirting in onetMr cwea by coma contractor. No etc.: Ping of material in roadway or we sidewolbr, at dirt end debris ell be removed from job site dory roods end ,lder.Wws to be swept daily as port W dolly cben -up. Any portion of the roadway that sustains weeds., construction needed demoga. in IM opnion of Mmes. County Highway Deportment. abet be rgo�dd et cortlrwetee t of see m e mower specified by P: ell s lR. no f oy De sells 0 . Prlw Le canmeneemenl of work and/or prior to slat el motorail.. coer6na/e through a 'eons- through' with Medea County Highroy Deportment 6' BACKWASH HOPE 0R9 Aft COMBINATION AR VALVE FOR BACKWASH PIPE 0 001eMATON AIR BALK FOR CONCfM1UTE PIPE d' CONCENTRATE HOPE ORR _ 1ti repressntot'Nes to ensure mutual agreement regarding such matters as extent of roadway to be overlaid after notching. the mien of driveway replacement tweeted', concrete, etc. 16. Ulrkty instoleIsond and bate pll eeooeosuons shall not ace , *Alen 5 eel f the edge el pavement Mang wry Pinellas Camay mo monad roodwny 1 7. SidewoA tub camps disturbed ay tnis construction chaa be espfereed raper ElIOT lodes #304, re 1M mats. s ttenban is directed o the provolone of h (Florida a f 1 sal Per p M inane el ocf Statutes. :lion 55J. 60 et and its Occupational cell.) o. enoel a Heath Administration s vat n Sole r Fa r Ypa nip roe E co uo 1 Stoneo ds (29 C Salmon 1926 tS 0 � b which .hog I t construction, 1 ( Subpart 5e o coral Yatan on Solely ) opply oParolion d llaairllenasod used to el this permit_ 2 Type re mod used to restore out the won. wooer r01 IBm -coy flied W coraffic Di with owner. 20. SW street shall be pomen uncut lea rrihod ee in accordance of ce with PC 15019 1281:c lTaing . of Nos! 48 how on (..• detoO woo err - regained 22. The modesty p of ant shed open hit. shod be a d. Smite oxb FC eknoe I1281 t to s le h. of ro oelpoOe (sae delod p lone 22. The modesty ported. show be meted end resurfaced. Smite to be morlmwn 25 IM to sea side al IM eFSlwbad wow rw o tub lone •idN for each Iwo impacted, 23. Law ebaurod d/rall red «cw dwNn Use pork her ee•bds N 7:00 om to 9;W on wrd Ann ram In l•m w.. 35 NODE OMB -` —. -- ORD GRADE (OVER Cl OF PIPE) i. — — 066evomo AR WEVE Tag FOR OONGEafaAtt PPE -.0 —M.� — _.... —,.. eMCKNW3N PIPE — — — e' eaEJlY/hS11 MOPE 0119 — __ — — EdI5N1D 30 30 L K,�I tl- rOU:ENINAII r T ,NOR 6' OICJTM91 i 6' CONCENTRATE TOPE REMOVE B' PLUG & CONNECT .e' costume( HePE Dae (Tor FOR r a.wT a r 6.41(deFtll PROtOE YFRRO ecpmRFON. j.__ to t, aPY t.],..,1 WORM s' ter Ill' swam I s F =27 n= e' COVER 0 '� O u,-riT •ow, n' rev j r" P'ROVIOE Pets R 6' VERTICAL SEPMATIOIL TTP eg 25 25 20 20 r cORUet dE HOPE Otte r t 5' GA% WAVES ... - -_ - - -. =._.- -: \��`IIII//� �., !J_ _ 15 10 15 - - -_._.. __ r MCRWASN Heed DR% r CONCENTRATE WOK 016 A r c6lIUT Hot p6 1D -ys raw �. 0 400 +00 401 +00 402 +00 R$E PRO.ILC11OK ROILS-ION ALL OTY UTILITY PROJEC1J!T.N4 1) The conlraclor will be responsible for adhering to dl tree protection measures required by the City of Cleareoler's Codes, Oedinonces and Stondar Specifications. This will include all Tree Barricades, Roo( Pruning and tree Trimming. These recuAemenls are required within Ire specified 'Limits of Wore," and wyl oleo include all meat whre the Contractor and /er his Subcontractor's stage, store or pork equipment, materials, debris and vehicles. 7) Al free Trimming and Root Pruning done associated with this project will be done by or under the direct supervision of on Internolional Society or Arboriculture (ISA) Cerlilied Arbo'isl 100% DRAWINGS swede* Be - a.w, BY Armen n mazer week. Ne C: 100% DRAWINGS 8.90% DRAWINGS Ora ere mom e. oasis. re f We A: 607. DRAWINGS REVISION CITY OF CLEARWATER. FLORIDA ENGINEERING DEPARTMENT 10o a Myrtle Ave.. Clearwater, Ft 33756 403 +00 404 +00 405+00 - • / • (( N O r 4 A A. 3) The contractor el tag w pant 00 prppaxd root peerrirg, per the approved plans or as requied by the City of Clearwoler's Codes, Ordnances and Standard Specil cottons These lines must be respected enq/O ^_ \ N r opproved by the City snspecter Ma Ins emlmmleernmi e4 any root pruning. // �, / r5' VERT 4) Prior to field his pay, eat le glue it WI pe phi eontr,ulor'a reroject iiity to review the po:enliol 'impacts to existing trees with his certified implementation and of said any and aE regon.nlmNd tree protection �• S�nw, A1_ measures In his proposal to moyly the approved design, lb. Project Manage must approve any changes to the approved design prior to Implementation of said change. WATER TREATMENT PLANT NO. 2 — CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT DREW STREET PLAN AND PROFILE (STA. 399 +80 TO STA. 405 +80) 015 t t F PINE! LAS MAINTENANCE :975.4 PO W -F #:\ re re US 19 CROSSING NOTES- e information r r s Tranam;waion FGT transmission man, 1) TM do niswn F the d picti not oriz ntal and of US 19 woe prepared ream the edit Florida utbiy onet,NV anal as -!w 1 The contractor is otiviaed that Me exact boohoo of the 12-inch Florida flo ido G ( ) gas m not known N -bail! drawings for the gas lroor to ion main depicting coo /agianlW and vortical cc tractor cannot be cote god by o * Coo a boot lapon 2) the to rl Me icy war of US ne the controclor shall cderdinoc wRh FGT ar d. the Ia000000 and v got pl location of the 1 cannot goo confirmed. (h m II the Ill tear b 611erap than that shown on the until directionn re pions. received Ir n who City al the a the contractor shau Quids the iMnrrr�wLlp�n ioq the city one the F:n9:.aer so Shot o modified design con be prepared. n the IocoL.nn of the ge. aana,nias•on man aamwL 4e canFb mac. ale Cont.. shod Iemporwily atop work on the opa k.q unl'n mrncl.ona ar. teas" a Frwrr tat city ono Enq rmoeas pr di NORTH SR w Mile S1 — 0/W FOOT NOTES: 1) Horizontal Directiora drilling to the proposed method of Installation 2 Maximum reamer diameter will be 22 inch 2 J Entry k Exit Pits ore outside of US 19 Ri h t -ol -Wo . CUR L7 LI3 R/0e fa CORD fiia _ NORM N/el DREW 406 +00 v 408 +00 1 ^.. - - -i —r -- ; -1 00 1 410 400 411 +00 ' •-4 L 1)NA 11711k ON 1I45 SLEET (1'R C SCHEMED Writ( OF SMOG TFMIIN6 SFA5088 (0008009 Or FE9gURr THROUGH CND Of *4.01051) Al WIPP 140LISC RIEtO. . PINELLAS COUNTY R RUCTION NOTES, CONST 0 ES: n or All ill shall be by ,r n l drill T utilities occommodotion I. The existing oo ems t is not to be open cut o disturbed utility coos s a d' echo a d per FD g r Oway pov o pen y sings y p 3 $uol. 41 proposed /cork mull with the cord moo with plant a ro,wn d hr 11, ia. 3 All esig sot -way installations o mutt be ir, accordance with N o wto000 ems set a In IM(SLoI doonty 8 UI:ti1•ca Karen. zoning Manual 4 All design and testing d,00 t quire conform to Ms mu« , Nandordc set down m Pk.aboA County Iond development. zvrk.p and /or related ordinances. and minimum boos lostwsg ,011 l occoesmanta 5 Deportment and tan kallae lanoll ow in too*e rrca with the U.S. Department of dexespo00hthro gho670l (l Uniform TroHlc Control Devices' ond the Florida be oapedes of towfk Lw L to 'l maintained and oh ti Design Standards' Indexes 600 through 670 (IaLeal editions). 6 Soya pedestrian traffic is 0 undermined eriined of oh times. 7. Any a -0ewaM winch removes u is to be Tern wd removed and replaced Sidewalks are to be reconstructed within three (3) days alter removal When uietmq aids«aLL. is removed. it is 10 be removed to the neoreal taint. 's, _ • B Inetolbtions involving concrete and asphalt driveway, in good condition. must be occomplished by Jock and Bore or pushing. No jelling will be Wowed. 9 Ca la how right-of-eV shot' co with AS5100 1 -99 TOOK rturbedaa yrthe coin* ( ) 10. disturbed hie wN d l0 t0OR 1 dins¶ end sodded 1 . ilab w;i Iw1v�Me�rdmbl -M storm ti* composted a maximum ly r Deportment at 464 -0900 for aalstoncs. if taaat:an btA k disturbed, contact the n eo inspects .Rh the Pineeaa County Highway 12. Reslonrtion of curb, strand, driveways 0'd placement ol sod shoe be carplotod prior to micarobon starting in anther onto by meow conbacter. 13. No stockpAag of material in roadway a on sidewols. oe dot and debris wel be removed from job site d00y roods and sidewalks to be swept dory as port 01 dotty ckon.up. 14. My portion of the 0084007 that euesoms eacaeslve construction related damage, in the 5905.00 of Pmenos County 147000 y Department, *hoe be Paired at contractor tepees in e manner speclled by Pomace County 1fpryw y Deportment 15. Pear to commencement of work wood /ot prior to slat of restoration. coo la through a -wow - through min Pinellas County Itghwoy Deportment —A 0- TREE 00RRICADE Y 500. PENETRATION (SEE DRAWiNO 602 FOR OCTA=E0 DE 016 esadotive to mutual regarding such matters as extent of roodwoy to be overlord otter atchin the extent of driveway esye ensue ., eta, M reg q y patching. Y r eel - wed re pt a otc, �pFpaam sap 16. Sidewalk In i Iy shalt not sO feet along o Pine11 e County malnl toed roodw ac rb r,o s (rota pit eicA ions occur within $ ( ms e W mini a o 0 18. $TewoM, curb attention Nee le peiol ens be r bead tD01 edge e/304. 9 ^Y Y al t0. The pand Hear olbMian Fi LO E00 eI loo of Safety Ste N to (28 U aSnotty MAr(2E�..050. Subpart, Section aholl et. seq) ) and the Oecperationl eno ,I}' and Hearth . toia ee ore Excavation So /sty Stondords (29 crR Section i926A5D. Subpart b) which shall apply to construction, operation and winl0* 004 anal to ono onoal 19. taw d sad used Co to r tae ownee-mointtencd ae0 in dgl+i-ol-sroy sfaU fa rIk.c with owner. 20. th i reel show bf cbeed it open tcu Mitan psi lea acc I cw ith PC 4.4*0 T291ie D Wiring e1 owel 4E hear odrgnu coordination M required 21. the remotion of panmenl been uls shall .o h ed. limits with PC timer /f291 t to the e Rowel* ti1e Option (an SM. coo on t lone 22. TM rlane y pe/err,ir/i tail be milled arm rawdocee. 6rrita to be minimum 25 lest b even wows of 1M deFueMd ores for a hi !oar width la each lane k hall s 23. Lone dos.. faN not Occur alree:nq the peek Nour OeFOds of 7•013 oar l0 900 am and 4,00 pm to 7:00 pn. 35 DOSING GRADE (OVER CL OF PIPE), \ 35 30 — `� _. — — -- — — - - — — — _ -- 30 2,5 _..v._..„_.__. 10" SAN U/ 1I' \` 12=27 1x {UI — — le STORu /N IE286i /t 30' STORM C-25.1 ill• SrORu 1=25 I n, 20 20 UIDFR /fi4f/RE WN MOT A2' wu� -2A 5eAN` 80' VERTICAL SEPARATION A2' STORY IE-254 \ ` A C 22) ONE '') 10• .PARIGE SEPARATION 36' S/URY IC =25 ]d '11).N • IIIN COrD1 f PROVIDE 19.6* 15 •= Hid 15 10 e• 10 C 0 22- BOREHOLE er/ _ `` \ \ \a •``Ar I// .8 i t 1ikoI Cobbled MOPE Dag ' 2• CAS / (Pd•EL9L DEEPER THAN SHOWN IN PROFILE) w ` •ii H s + 406 +00 TREE PROTECTION motors FOR PI i nTV IITIIITV PROcrf oANC 407 +00 408 +00 _ L) The contractor *II be responsible for cohering to ant tree protection measures reoured by the City of Clemente%s Codes. Ordlnonces and Standard Spe±IFicotions. This OAi t0Nude dl Tree Barrlcodes, Root rru g una Tree Irmmng. These requsemenls ore required within the specified ¶knits of Wort±, • and roll also tndude 80 areas where the Contractor and /or his Subcontractor's stage, store or pork equipment. motriols, debris ond vehicles. o 2) All Tree Trimming rind Root Pruning done ossoc;oted with this project wit' be done by or under the direct supervision of an International Society of Arboriculture (ISA) Certified Arborlet. cr ISSUED FOR RID pawn ell laser en einem en 1,90.= ne>omr REVISION eV 0Al CITY OF CIEARWATER, FLORIDA ENGINEERING DEPARTMENT 100 8. Myrtle Lee Clearwater, FI 13708 409 +00 410 +00 _ ' 411+00 `� (* iya e�, J) The oonlracla" eill Roo or pawn! dl proposed root pruning, per the approved pions or as required by the City of Clearwater's Codes, Ord'nancas and Standard Spedficalbns These lines must be inspected approved by the City nsgecir prbr the commencement of any root Pruning. LG: 0'*;71.77:77::r. ` awe .a ., 4) MN to field charges tilling plow, It wN be the contractor's responslbtily to review the polenlid imposts to edstklg trees with his certified rbonisl, and Unmade any and of recommended tree protection measures in his proposal to modify the approved design. The Project Manager must approve any chonges to the approved design prior to enplementolian of said thongs. z WATER TREATMENT PLANT NO, 2 — CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT DREW STREET PLAN AND PROFILE (STA. 405 +80 TO STA. 411 +80) CIE &Abaft lab 2012024 roe low 02000 oast 12 /07/12 some on 070* OAIN sw HMI ammo Pr • /en NM. Met r, 010 MR . Nar.Co aA oas[4 anef. a susat /Hon 0 cc 18 1' ..1.1••■■■•••••_kr■—■ 412+00 MATCH LINE SEE DRAWING C12 3 DREW STREET 413+00 f STA 412+45, 63,13 R7 & 6 GATE VALVES r CONDUIT HOPE --- HOPE ORS, CONCEPORATER: HINT ORR la 414+00 4 1 5+00 w—wiwiwIT) • 416+00 COMBINATION AIR VALVE CIO" •(p7.0 1 4- —4 15. hr 22' IIIONDTOLE 111/ 101,018525 HDPE DR9 r CONCENTRATE WPC (119 * 30 CONOLAt HOPE 4. I • , Il‘.....„........''' LEGEND: DRAINAGT [MIAOW I 70' UNIIECOR010 — — — TREE ROOT PRUNING —a- TREE BARRICADE 4. ' _ 41 7+00 DREW STREET --I— —I- f — 99 —2 4 35 CONAINIMMION AIR WAVE 10 WE OR9 ... - 1 0' COVER ___ /1. [ . 24" a 4 -- — — — -- — -- 105IA ,0 LI — --_-.....—,..,____,...........351 1710531140 ORAN (OVER CL OF PWEJ- — - — — — — — — — — 1-- — 1- — -1-- 6' COVER UNDER — — I ROAD L 5' 1.1ULHA 1.1H IC) EL A2 E2 (1.0 11-201 f-,-,... 30 ----. 25 30 ____ 8. v fi2.., ir14_ ,,,, I:Arm VERTICAL sopmaow 25 .4 e ow MEM& SETIVRATION 20 20 orm.N.,..imw HIWNVemi _I-11151WIirgyrEAT— - WATER TREATMENT PLANT NO. 2 - CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT DREW STREET PLAN AND PROFILE (STA. 411+80 TO STA. 417+80) 013 15 r • 6' GAIT WANES ..i. AA • TE ORR 15 loii ww. en CMYRAC1 MI 2012024 GM ,14. 1.1010. M _ _ . 11* a" CO/COMM & slat. et 0OPPOKO lit G. Ci 100% DRAWINGS 27' BOREHOLE W/ McKim, Hirt otr& HOPE OM r COMM /40PE ORO 11/30/12 MONK NNW& VEIRICAL SEP/A01011. TIP \ \ ,. ..... ..... CO i .__ .... ..- .... .... t 0\‘111111//0 \ ' Ni• vSk ..-‘'GENSZ''.' ....rad' HA /Vm 1 73 - *. // 4, 10 um 1 11101' ,,,,,, .., de.. • • • ce : fa .01/. D. 90% DRAWINGS JRS 412+00 413+00 414+00 PEE PROTECTIOWNOILS f OR ALL CITY UMW( PROJECT PLANS 1) The contractor will be responsible for adhering M Al tree protection measures required by the City of Clearwoleris Codes, Ordinances and Standard Specifications. this will include 00 Tree Barricades, Root Pruning and Tree Trimming. These requirements are required within the specilied 'Limits of Work." and will also include all oreos where the Contractor and/or his Subcontractor's stage. store or pork equipment, materials, debris and vehicles. 2) All Tree trimming and Root Pruning done associated with this project wig be done by or under the &net supcvvisicc of an internotionol Society ol Arboriculture (ISA) Certified Arborist 017 417+00 i / ' _■ s'...-- =, • cl*** . 4o. 415+00 416+00 ".., 'Si ' These lines roust be inspected and ' i ON '-011111‘ 0 1'.5' VERT, c°— 3) the contractor will flog or paint all proposed root pruning, per the approved (eons or as required by the City of Clearwoteris Codes, Ordinances and Standard Specilicolions approved by the City Inspector prior Me commencernera of any DNA pruning 4) Prior to field changes taking place. it will be the contractor's responsibility to review the potential impacts to existing trees with his certified orborist. and include any and all recommended tree protection measures in his proposal to modify the opproved design. The ProjeCi MOnagec musl approve any changes to the approved design prior to implementation of sold change. 10' a I so TM IM-MS0 .311 SC.-Xino er, 100X DRAWINGS :9' — CITY OF CIEARWATER FLORIDA ENGINEERING DEPARTMENT 100 S Myrtle Ave Clearwater, Fl 33756 ,i ' .1.• orm.N.,..imw HIWNVemi _I-11151WIirgyrEAT— - WATER TREATMENT PLANT NO. 2 - CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT DREW STREET PLAN AND PROFILE (STA. 411+80 TO STA. 417+80) 013 loii ww. en CMYRAC1 MI 2012024 GM ,14. 1.1010. M slat. et 0OPPOKO lit G. Ci 100% DRAWINGS JRS 11/30/12 .... 102008 eivimaiOGAZ DVH aeon iR:AA um 1 11101' 087 D. 90% DRAWINGS JRS 8/1/12 mom low. —.orison, .0,.., a Mi.. et- 9 lAile A 50% DRAWINGS JRS S/8/12 APPM20 MR CONSIMCDOM REVISION ey fax (001. (400.01 10,01Ml. 0 001/01 PC , 13721 DAIL a 0 100% DRAWINGS CI Y Of CLEARWATER, FLORIDA ENGINEERING DEPARTMENT CI Y Of CLEARWATER, FLORIDA ENGINEERING DEPARTMENT Motels ex AaeMexo eT: C 100% DRAWINGS JRS 11/30/12 8:9072 DRAWINGS At 607. DRAWINGS JRS 8 /1/12 JRS 5/8/12 REVISION CI Y Of CLEARWATER, FLORIDA ENGINEERING DEPARTMENT T NN% JD WAN • n CITY OF CLEARWATER. FLORIDA ENGINEERING DEPARTMENT 100 S NyrLle Ave Clearwater. Fl 33758 itt E� Slope 0005 V1/4: per foot AspnolOc concrale See IndeX No 101 r \Uate DO aae '.. wtStabelrogmrcedfcempocted d sabgrade n R.r 2 AND 3 LANE RO<D Inside Lane /tones Vories Slope I /4. per Foot A sphtall,e con57210 Base course NOTES: I. Pavement materiels and Thickness. and bole materiels and thickness will be doled in construction drawings and scope of the work 7 See c nslr,chon drawings for clnh type and lone widths. Outside Lone Varies Slope 6/8" oar tool 1 AND 5 LANE ROAD TYPICAL STREET SECTION CITY INDEX NO I01: 1 08 NIS of See Index No 101 01 e. 0bwo7Ired /rrxnpnrtnd %I.hgrnde .men recta:me CITY Of CLEARWATER, FLORIDA ENGINEERING DEPARTMENT wwwww SICIION A —A N «mSN 10108 1 Curb Secton See l040e 01 r SECTION [3 0 tr r__ T'' 1 L— SECTION C —C WATER TREATMENT PLANT NO. 2 — CONTRACT #2: RAW WATER TRANSMISSION MAIN USI9 CROSSING PROJECT CIVIL DETAILS >♦wuelr�n IIMCAL .03111.8 l SEcIION_ 10 AN NOTE: Sub Mel r l0 CD, E eneer's Dwpm.. to be used ox,1y In unique siloulioo CONCRETE SWALE DETAIL I YIPL I CURB CITY INDEX NO 10R, 1 Or I N CITY Of CLEARWATER, FLORIDA ENGINEERING DEPARTMENT ICNCR T1 .RATE MX IA4 R *TOE 1 OWN xox war 021 er 2O2-H- 799--21 r C17 xcx 2012024 102008 ww 11/30/12 soeeWr BVN 7fYTAA . jy11�fW/ 11JL Hf -1001 1RS o[me h 1144 IPPez mere No. 021 TO 00030 M01.t D eaLEN Pr 3 Wm DATE N 2 5 CC In Overlap filler maleriol 18' across lop of oggregnle 74' Perimeler av og3rny4Te to be laity oppped tnItt Non Docoodinll r oop, H= Fdler Type Moleliai ao . thrrdtcd t. EruNrIcer. Mirali 140 N or opproved could Filler aggregale To, Nodal/role; thud be on specified in the m m Slnnrin.d, Gpecifv nIi rrPL Section 901 Coorlse A9gr ate. and shall _ be eilher #6 or #57 II 7197 10 used, it must \T.f he washed and screened 10 remove lines the 099(09olc may be stone, slag, or crushed grovel Solid pipe (e /0 perlorolions) is la he used under drives and roadways, with compacted bockfill UNDLRDRAIN DFTAII BACK OF CURD CITY more NO ,re, I Of I (410 Unless otherwise noted, underdrain pipe shop be 8" diameter PVC with perf°rnllons down - See technical Specifications for details CITY OF CLEARWATER FLORIDA ENGINEERING DEPARTMENT 11116142. N4 ..... IY AIL 55: of ,ring S.w DM MUt ASPHALT PAVEMENT REPLACEMENT IHENCH CUI (ILA tee. AsT.T -AA Ear 22 YD.. 02.1.0 N,U / tAia.KO, ri. 21X7 *.1111 AS NEUUIREU TR i M4 DI TAU e 0011 1222.0 1222.0 WNW. r' (I comow,elr .N 1100.11 ^+ ROILS: 1 Al I MATFRIAI S, WORK AND TESTING SHAT I MEET PINFI I AS COUNTY STANDARD SPECIFICATIONS ASPHAI TIC PAVEMENT SHAI I RE TYPE SP -175 PROPOSED THICKNESS SHAT I MATCH IXISTING IHICKNESS BU1 SITAR. NOI HE LESS IRAN 1.5" IN DEPTH. LNIIHE WIDIH OF ROADWAY SHALL HI. MILLED AND OVERLAYLD 3 TRENCH SFIAI I RE RACKEII I FD WITH Inn PSI El OWARI F Fll I TO BOTTOM OF ASPHAI T I. PAVEMENT REP' ACEMENT SHAT I RE DETERMINED AY THE I OCATION AND DEPTH OF THE TRENCH CONTRACTOR SHALL ENDEAVOR TO KEEP OPEN TRENCH WIDTH TO A MINIMUM IN ORDER TO MINIMIZE IMPACIS AND IRESIORAIION LIMITS WIIIIIN PINLLLAS COUNTY'S 010111 -01 -WAY, SLL PLANS 5 CONTRACTOR SHALL RLSIORL PAVLMLNI 10 MATCH IHL GRADES WHICH LXISILO PRIOR 10 CONSTRUCTION ANY ADOITIONAI SURVEY NECESSARY 10 ENSURE THAT THIS RFOUIREMFNT IS MET SHALL BE PERFORMED BY THE CONTRACTOR AT HIS EXPENSE TYPICAL. SECTION FOR FLEXIBLE PAVEMENT RESTORATION WI I HIN PINLLLAS COUN IY RIGH I -OF- WAY TOAST NTS I iARUWO01)S OHM' teat T:J 1.-1..0i kj? I.Y l.y AA l. ^Lt SPECIFICATIONS - TWO HARRIER I MINIMUM 00011(5 in Of PROT( C117T: A HARDWOODS - 2/3 DRIPLINE D CONIFERS & SALMI. PALMS - ENTIRE DRIPLINE 2 UI'NIGHIS - NU LESS IHAN 2T X 2" LUMbLH ! HOHIZONIALS - NO LESS IRAN I' X 4' LUMBER 4 BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED 101(5 AND PAT MS. ANO INSPECTED DT CITY REPRESENTATIIE BEFORE CONSTRUCTION BEGINS 5 UPRIGHT POSTS ARE TO BE AT LEAST 4 FEET IN LENGTH WITH A MINIMUM 01 1 1001 ANCHORED IN GROUND AND 3 FEET ABOVE GROUND 6 BARRIERS TO REMAIN IN PI ACT UNTIL All PAVING. CONSTRUCTION AND HEAVY EQUIPMENT IS OUT OF AREA FARTHER INFORMATION MAR RE OBTAINED FROM THE NANO RESOURCE SPCCIA -1ST AT 562 -4741 TREE BARRICADES QCLEARWATER INDEX No 909, SH I of 4:J Rev 4/09/03 NIS y PINI S UWY LINE nA CITY SW CLEARWATER, FLORIDA PUBLIC WORKS AJMINISIKAIION I.NGINELWNC IYMl TT CIKT/1D 2.h V• IKf. E BARRICADES_ LIE 181. AfF 4 /IAAj11 A 909 OF I 100% DRAWINGS DT: ..LIT 11.ae• APPNOHC 6Y: Cl 100% DRAWINGS JRS mown e. D.M. ♦L MITI DAZE B. 90% DRAWINGS Ai 60% DRAWINGS JRS JRS 11/30/12 8/1/12 5/8/12 REVISION DATE CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 100 S Myrtle Ave. Clearwater, Fl 33758 NOTE: TRENCHES LOCATED UNDER PAVEMENT OR INSIDE THE 2 HORIZONTAL TO I' VERTICAL SLOPE, DOWNWARD FROM ROADWAY SHOULDER OR THE BACK OF CURB AND, FROM SPRING LINE TO BOTTOM OF SUB -GRADE OR THE FINISHED SURFACE OF THE EMBANKMENT, AS APPROPRIATE. SHALL BE COMPACTED TO A DENSITY OF 100% AS DETERMINED BY AASHO T -99 METHOD C. 2 TRENCHES LOCATED OUTSIDE OF THE 2' HORIZONTAL TO I' VERTICAL SLOPE DOWNWARD FROM ROADWAY SHOULDER OR IRE BACK OF CURB AND WHERE NO VEHICULAR TRAFFIC WILL PASS OVER THE TRENCHES, BACK nu_ SHALL BE COMPACTED TO A DENSITY APPROXIMATELY EQUAL TO THAT SOIL ADJACENT TO THE TRENCH BUT NOT LESS THAN 95 PERCENT OF THE MAXIMUM DENSITY AS DETERMINED BY AASNO T -99 METHOD -C 3. REPLACEMENT Of THE PAVED SURFACES SHALL BE MADE IN ACCORDANCE TO APPLICABLE LOCAL REGULATIONS, EXISTING PAVEMENT EXISIINC I.YIADF- - --1 EXISTING ROAD BASE COMPACT IN 12' LAYERS 12' ABOVE PIPE COMPACT 6 LAYERS IN 1-- 1Y WIN T} TRENCH BACKFILL ODE. IAIL C CONE SIDEWALK 6'.6' WWM VARIES (SEE PLANS) CHAMFER SIDEWALK REPLACEMENT DETAIL SCALE: NTS R/W LINE EXIST. GRADE EXIST. SEWER LATERIAL PROPOSED RAW OR POTABLE WATER MAIN EXIST. SAN, SEWER NOTE: 1, CONTRACTOR TO FIELD VERIFY LOCATION AND DEPTH OF EACH LATERAL THAT WILL BE CROSSED BY NEW RAW OR POTABLE WATER MAIN ao TYPICAL LATERAL CROSSING DETAIL hh0' I V c. ) C' 022 SD' WATER TRANSMISSION FINISHED GRADE 36- OR 48' PRESSURE PIPE, CITY OF ST PETERSBURG WATER TRANSMISSION MAIN NOTES: PROPOSED DIRECTIONAL DRILL PRESSURE PIPE OR UTILITY CROSSING. 1, EXCAVATION IN THE WATER TRANSMISSION EASEMENT FOR RECOVERY OF BROKEN DRILL EQUIPMENT WILL NOT BE PERMITTED 2 REOUIRED DIRECTIONAL BORING EQUIPMENT LIMITS TO BE USE FOR CROSSING WATER TRANSMISSION EASEMENT: A: 5,000 to 7,000 LBS THRUST /PULLBACK -UP TO 4' AND UP TO A DISTANCE OF 400'. B. 7,001 ID 12,000 LBS. THRUST /PULLBACK -UP TO 6' AND UP TO A DISTANCE OF 600' C: 12,000 to 16,000 LBS THRUST /PULLBACK -UP TO B' AND UP TO A DISTANCE OF BOO' 3. THE ELEVATION OF CITY'S WATER TRANSMISSION MAIN SHALL BE FIELD VERIFIED AND SHOWN ON CROSS - SECTION FOR ALL CROSSING APPLICATIONS, 4. ALL DIRECTIONAL DRILLING STAGING AREAS FOR THRUST AND RECEPTION PITS SHALL BE LOCATED OUTSIDE THE CITY'S WATER TRANSMISSION EASEMENT SWB 06/02 SAID 03/06 CITY OF ST. PETE DIRECTIONAL BORE CROSSING UNDER WATER TRANSMISSION EASEMENT DETAIL DECEMBER 1999 S50 -55 f PVC /HOPE MAIN GATE VALVE MJ TEE PVC /HDPE MAIN DIP MAIN PVC /HOPE MAIN Y !t� MJ GATE VALVE NOTE: 1) ALL PVC JOINTS TO BE RESTRAINED 2) DIP SHALL BE USED ON ALL LOCATIONS BETWEEN FITTINGS AND VALVES OR BETWEEN TWO FITTINGS WHERE THE DISTANCE BETWEEN THEM IS EQUAL TO OR LESS THAN 18' EDTYPICAL TEE de VALVE DETAIL WATER TREATMENT PLANT NO. 2 - CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT CIVIL DETAILS \```\Wi l l I i! / / /// \ toyz,‘.0.1.- I ©% A,A-L NP 67573 d.4 seat C18 0.010. 2012024 152008 e Re: Pow, , s1 41.. /PO IS a, LLRM. 33A0, Rt. 41212Ef -!III I OLD 0 IL /DD /12 DANWOHD! Yea 1> #1. BVH 0001 6Y iRB (00.02.0 1.111 100 AMA 022 Cr. 01.02111 WC.. o 0.11. e0 r L»vl GAR 1 1 r 1 n 1 lY 1 PmrmnTl --�� 3000 PSI 2'02'x6" Concrete Pod with 6.6 W.VI F. (MIN) 11d:e/ Compoctee SL.bgrode See Nole 1 3 -Piece Adjusluble Valve Box (No SubSliIUles) ''-k 2 -12G Tracer Wires - 2° PVC (See Index K 402,1'1 Sheet 7 of 5) Nair I NO PVC RISERS ALLOWED Mer F. Joint Astor -- - Water Mein I(HOIrO.n111g Juml TYPICAL VALVL & BOX SETTING PITY INOE% NO 407: I OF 5 NI.4 O CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT •1% tro�N1+'E. Fri IRIN_M. 704A 9I6S7 _. I. 17/050 }T'I S NOTES I EXTENSION ON VALVE BOX SHALL OF SET SO AS 10 RESERVE 1/2 OF THE ADJUS'MENT LFNGIII FOR TUIURE USF 2 UPENAIRIG NIA SHALL UL SEI SO IS IV WE 3111114N 12" IV 18 ' 01 GWWE 3 INSTAT I 3' BRASS 10F4IIFIATION VISIT IN FONTRFTF 4 INSTALL 2' P/C WITH PLUG FOR TRACER WIRE STORAGE 5 LOCATOR 'ARC ACCESS - 2' (WI OIL OR CRAY) SCI _DC.E BO PVC, DRESS FEMALE ADAPTOR COUPLING AND 2' BRASS PLUG W/ RECESS NUI TFRMINAIF INSIII ATED SOF ID 17 CAIICr COPPER TRACER 0,11' Al TOP W/ A MINIMUM 12' of E %IRA WIRE 3" BRASS IDENTIFICATION 2'x2' CONCRETE PAD -\ DISK COVER INSCR.BED MAZER ISPF Ill VAIVE: - S17E OF VALVE HI1111 Itl I Y, C.AIl OR PI1)0 - DIRECTION & NPMBER OF TURNS-. CF IL VALVL 10 OPEN VALVE VALVL ___, 1 3 \s, WATER 'YPE OF SERVICE: WATER (POTABLE WATER) 2" P/C s/ n/UG (SEE NOTE 5) WATFR VAI VF BOX CONCRETE PAD PLAN VIEW CPT INDEX NO 402, 2 OF 5 N 311 BRASS IDENTIFICATION DISK CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT INA 1.41 WARFR ]W vE n' COMeet E 1500 KAY MEn 'PR 2 PENETRATION TO BE MADE BY MECHANICAL ROTARY CORE BORING AND SHALL BE BUTTERED WITH NON - SHRINK GROUT TO PROVIDE A SMOOTH SEALING SURFACE EXISTINE -` MANHOLE 'c FLOW NOTES- GROUT SEAM AND SEAL. TO MATCH LINER 6' TEE PVC PLMOVABLE-\ _1 PLUG vl (2) #12 COPPER WINE (CONTINUOUS) 6' SAN FM PVC (C -900) WALL SLEEVE WI LINK SEAL S -316 OR EQUAL KEEP TEE AND DROP PIPE AS CLOSE TO WALL AS POSSIBLE STAINLESS STEEL ANCHOR (TYP,) 6. 45' BEND PVC • `�MQDEEY EXISTING CONCRETE BENCH & REBUILD BENCH TO ACCEPT NEW DROP PIPE W/ NON- SHRINK GROUT 1. ALL FITTINGS SHALL BE AWWA C -907, DROP PIPE SHALL BE AWWA C -900 (CLASS 235, DR 18). 2 ALL HARDWARE AND FASTENERS SHALL BE STAINLESS STEEL. SANITARY FORCEMAIN RETROFIT FOR INSIDE DROP CONNECTION N,5 ON ALL TEES. A MIN'. MUM OF 5' S.A. DE RESTRAINED ON EACH RUN LEG DO NOT USE FOR L - MINIMUM LING! H ID e! VERTICAL OFFSETS RESTRAINED ON CACII SIDE OF FITTING III ) A - CONTACT ENGINEER ION VALUES IICUAlS BASED ON JO" OVAL DEPTH, ISO PSI ILSI PRI SSUNE MINIM DON'T AWAIT TO POI WRAPPED PIPF NOM PIPE SIZE FLUOWS (deg ) VALVE TEES BRANCH DEAD END 2 10 2.3 V) 42 3 6 1; SD 42 54 i 8 17 A'L h 76 IA 5 10 22 53 C 97 70" 6 (3 70 63 IR 11; ODUCTILE THE FOLLOATNG JO 'ITS MUSI BE RESTRAINED IN ALL APP,ICATIONS. 1 TEST - TNT FT ANT 0111,00 2 TEE - ALL BRANCHES 3 OFFSETS - INLET AND TUTIEI COPS I'LUGS 6 DEAD ENDS 7 HYDRANT RUN'OUTS SHALL BE RESTRAINED AS DEAD ENOS NOTE. MHOS! RESTRAINT ON SLIPJOIINI UUL ILL IKON PIPE SHALL bl UO PIPE I ILLU LOCK CASK! IS FOR 1 YION JOIN/ PIPE w AMERICAN I ASI -GRIP GASKETS FOR AMERICAN FASHTE PIPE THRUST RFSTRANT EN DUCTILE IRON QITINCS SHAH RF PROVIOFO RY THE USE OF MEGA US RFTA FIFES AND MECHANICAL .O:NI '1111NGS IRON PIPE l I IRUSi RLSTRAININC CITY INJE% NO 403, 2 OF 2 NIS CITY OF CLEARWATER. FLORI A ENGINEERING DEPARTMENT LVCIII! M]FI RU 414.4. AZ THRUST NESIPA ZING. ANTar s1 (9 SEPARATION REQUIREMENTS FOR WATER, WASTEWATER AND RECLAIMED WATER MAINS HORIZONTAL & VERTICAL SEPARATION REQUIREMENTS PROPOSED UTILITY POTABLE WATER RECLAIMED WATER WASTEWATER (GRAVITY A FM) STORM SEWER HORIZ VERT HORIZ VERT HORIZ VERT HORIZ VERT POTABLE WATER 3' NOTEI 12' 3' NOTE t13 12' NOTE I 6' NOTES 12' NoTE3 3' NOTE 1113 12'/18' NOTE" 3 RECLAIMED WATER 3' NOTE I A3 12' NOTE] 3' NOTE∎ 12' 3' NOTE1 12' 3' NOTE I 12'/18' NOTES WASTEWATER (GRAVITY AND FM) 6' NOTE] 12' NOTES 3' NOTE t 12- 3' OR 1 12' 3' NOTE ■ 12118' NOTE 2 RIGHT OF WAY Fart I N/A NOTE I N/A 3' NOTE 1 N/A N/A N/A NO IES, 1 IHIS SEPAKA ZION HEQUIREMENI IS If.) 'HOTIDE ACCESS-BILI II" 'UR CONS IKUCIION ANU MAIN IEN ANNE THREE FEET OF HCRI7ONTAI SEPARATION IS THE .MINIMUM FOR PIPES WITH TFIRFF FEET OF CCVFR FOR PIPES INSTALLED AT GREATER DEPTHS, PROVIDE AN ADDITIOVVL FOOT OF SEPARATION FOR EACH ADDITIONAL COOT OF DEPTH 2 THE 1B -INCH SEPARATION RECUIREMEN' APPLIES WHEN THE STORM PIPE CROSSES ABOVE THE OCU MAIN, AND WHEN THE STORM PIPE HAS A DIAMETER EQUAL TO CR GREA TER THAN 21 INCHES OTHERWISE, THE REQUIRED SEPARATION IS 12 INCITES S IHIS SEPAHA'IUN HLOUIKEMLN ' COMPLIES VAIN MINIMUM I ISLE SEF'AHA II(NJ KEOVIHLMEN I S OU ILINI U IN 62- 555 314, EAC VARIANCES FROM THE FOFP REQUIREMENTS MUST COVP' Y WITH 62 -555 314(5), FAC AND MUST BE APPROVED INOTRDUALLY BY BOTH FDEP AND OCU. I. DISTANCES GIVEN ARE FROM OUTSIDE OF PIPE TO 0111 SIDE OF PIPE. 5. NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF SANITARY OR STORM WATER MANHOLE OR STRUC "ERE ±WFI I POINT RUMP IS' •A LOS, IL' HAW (BRACKISH) ' 10151 16" AM ( COUNTY))/ 101ST 16' WM� A WLLLPOINIS (HIP) PLAN VIEW 10' MIN MOTH --to A INTER OCIVNC / STEEL SHEETING n' RAW PIPE 11 ((1W511) Ae NODE (IAN 0/ - -�_ IKAOOCWAIUnnc .' /A En APT. WI I Melt PEW1 F XI5I 15' RAW (ITMN EISE1) -' EXIST IC' Wm (COUNTY)) R' RAW (FRF511) I IDPE CUT OUT SHEETING AS REOUIRCD OR DRIVE TO JUST ABOVE AND AROUND NEW PIPE BRACE STILE 1111/, • AS NLOUIRI D SECTION A -A s EXIST /,HAUL DEWAILRIND I ICADER FIFE !Also IS" WAI WI H POINT (0,P) UNTISTVRRFD EARTH 'Or -IN SIIEFT. NC U AS RrO/lOFR E) GENERIC BORE ENTRANCE /EXIT /PIPE TIE -IN PIT LAYOUT SCALE NTS NOTES: I TIIIS DETAIL IS FOR INFORMATION PURPOSES ONLY CONTRACTOR TC PROLTDE TO ENGINEER FOR APPROVN A SM. IINF /SHORIN: OFSION OF THE PIT. SI1.NFO A VA! ED PE A PROEFSSIONAI ENGINEER REGISIEHEU WI Mt STATE. OE ILOHIUA. 2 CUIIINACIOk IV IEMPUHAHILY SUPPUk0 HLSINAIN E%ISIING PIPES WITHIN Pit AS NEUUIRLO 100X DRAWINGS TUM11R1 er ua4c1.0 BY DAZE --151116 C. TOGS DRAWINGS JRS 11/30/12 D'.907. DRAWINGS A: 600 DRAWINGS JRS JRS 8/1/12 5/6/12 REVISION art CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT too S Myrtle Ave. CIearre ter, Fl 33766 WATER TREATMENT PLANT NO. 2 — CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT CIVIL DETAILS 4n EWM r 2 i4 X ,\\11111111////, - \\\ p'g Ve HAN4 // * ti 1e L Cr ; j1F?P Y (N4 1 �' • ` rt OR�' A � � �JM \�t�Eq. 023 CIO 1 'n 3B∎ ER LAB.1f HE 41184 KAM sou 2012024 m�`0isue °lcno-°11 CITY NEb,EEA R ISOL D pNltS, P E / 3311 DATE .4 Stop Less Check MUELLER H14350 with Lock Wing and Compression inlet or opproved equal \ Threaded Corporation Stop MUELLER H15008 or approved equal (Top of 45' angle) Saddle required on q' P.V.C, only - Iran service saddle Ford FC 202 series w /stainless steel band or approved equal Woler Main Water Service Tubing Driscopipe 5100 or Endot /Yardley Blue Jet, SDR 91 3408 Polyethylene OCHLORINATION TAP CITY INDEX NO 408. I OF 2 NTS ova N. CITY OF CLEARWATER, FLORIDA En60PL1ler10 DEPART /ENT .747: • r'• /ePNA11n0 /AP 4 ')L N• OF 1 N 0 4 4 END CONNECTION Restrained 2 "Topped Plug TEMPORARY BLOWOFF AND SAMPLE TAP O CITY 01100 NO 'TOR: 7 Or 7 'S TOP CONNECTION 3" RRASS / n ID DISK ,, 2500 psi CONCRETE -e[07-1 J- —I BOX 17. COV4.P. INSCH BED RE -1 Al. II W511 Ir PLAN VIEW SCALL NIS NULL', FINN FWD OSURF IOCATKNI SHAH or C0017(11NA7n MTH k PPE/ROVED 04 OWNER 2 ARV 1IRE SHMI NO1 OF IC/TATER 11. DRNNAOF OWN F OR OTHER R H AREAS WHERE 11 IS SUBJECT 10 SUB4ERCCNCE 1 ARV LURE SiINI DE LOCATED OUTSIDE Or CLEAR RECOVERY VERY ZONE 4 DOWNWARD FACING LLWW 10 HE SDK LIILD PLR PAL 62 -555 320121)(0) A RSWW B 5 2 5 INSLNI SII /ILNEM SHALL HL HANOI AC'UHLO OR MAES COMPANY PO HOP 010140, O0NA Fl 061DA 144A1 6 POLYETHYLENE ENCLOSURES SHILL BC OLIVE GREEN FOR RAW WATER RAINS, CONCENTRATE IINr AND FOR nADKWASI I II Nr o -o' ;Mill (yET NOTES) U' CONHINAIKJN •IN VNVL WC REINFORCED NYIIfN Spar all ONNI I Wt. CONNLCIION 2" 316 51 HOIL CPLG (100) 08c47,ILx CANE MODEL 15 53015 {25 k 53015{55 DR APPROVED 5., LOUPL) FINISH GRADE 2' BALL CORE DA, 7ALv4 (MO) w/ 04055 I ANDLE 2hau PSI CONCRL IL NO PVC 1MSERS A.LOWED 3 -P,FCE ADJUST/UNE WATER 00101 1100 (NO SUBSTITUTES) 2 90' BEND 1111141' • COMP 1 TABLE 1 C0M131NED MR VALVE PIPELINE ARI VALVE MODEL SIZE TYPE RAW WATER 0 -021 PI 02 2' IYPL • roucroiRAIr /POTMa F u -Une I'I 0/ WITH NONSLAM Al 14CHML NI 2' IYPL 0 RACY/WASH / FORCE... U -021 Fl UI 2' -0` ITYP) (SEE NOTES) 13"•16'.32 (W.D.H) POLY-LIBELNI t NGLDSURL COVER W/ InIKING HASP (WATER PL05 COP. MODEL $131E12 OR APPROVER FO11N ) 2' S&L STRAIGHT SERVICE VALVE PAULA : 0 -25146 OR 10001 2' P E 1CR -NO MUELLER 300 BALL CORD VAL VE (TAPE THREAD • 110 COVPELSSIDN) OF LUUAL 5121111 :40010 11110 COMBINATION AIR VALVE SCALE NTS Y" STONE OED 7' .RAGS PIPE 7" 90 RENT (EOM" • F P ) 2" P E 1120,1 O (SLOPE UPWARD 10770E01 UOY HLRU Al ARV) NO INC RISLAS ALL UWLD��~ 3 -PIECE AOJOSIADLE WATER VALVE 020 ;NO 5005100705) _ 7' 90' re on (RMJ.PI) i � r/HST., 5'OMWNC _.— - BASE IA5TERAI 14•419' IRS. A ffIPER MODEL ISE 2630 OR FOUN F57 STONE _- . - - -... —_1011 12 AL- AROUND NR RELEASE' VAIVf) 11 -IF? 44111 991 11,,041 AM P0,111114 VALVE SET OR APPROVED E0001 12' LAN _ 0RA114-011 FITTING - -N/ I' LO 1)191.5 11054 1 4' 010111NI *EDGE GATE VALVE (La) 4" SPOOL PIECE (PL.PA) 12 ".4" ILL (HMI) •0- REDUCER, II,II MEGA - FLANGE BE EEM 4' SPOOL PIECE, 21.11 4' 90' PEND (RMI.PE) 024 NOTES' I) AUJUS VLRH.AL 01.8,581 NI 01 PHOI'USLU 01)1EM415 SU THAI 'llCn P0101 ACCOUM004TFS ASSFMrl1Y 2) COMB NATION AIR VALVE ASSEMBLY L EVIL VALVI 5HA0 RE I 00100 IN s10rw11{ 3) MR VACUUM TALE 0141ER1015 SHAH BF. •110110 PIPE, OPERATING 1031, k SCRL WS SINNLCSS STCCI •INLET FLANGE. SPINOLF 5111 0001 k DRAIN FIT ENO DUCTILE IRON WITH EPDXY COATING PER 5112109 09961 •AIR VALVE BODY ANODICLU ALUMINUM 4) ALI 01111655 SHNI. BF RESTRAINED O COMBINATION AIR VALVE (TYPE IV) FOR CONCENTRATE PIPE NIS CITY OF CLEARWATER. FLORIDA CMGNEC11Na OEPANINENI N Pea IEMP1IBANr PL(NOWI AND E IN 08.7(181 4 pp 4 Or 7 6 11 RING II - HALF PLAN rr23' M ochirled 6'ur W<e7 14\ n .A. . RING - SECTION 1Ainimum Weigh( 7° 232 lbs. 9. 278 IDs 5/8" IAIn 4 Require° 0 Pick Hale / r- Nor. Ski /r, / -I 1.1 T l . , Pattern 1 P R W q Required ' U ° 0 II 4;,\ / 0 , 1 11111111111111)3 o II I It it II II .L, °F I N °T SOLID Ou - 22-3/4" t'f'`irl' -''AEI Machiiired SLNlike/ --r SOLID COVER SECTION .Virlirnurn Weighl 128 lbs NOTES Regoi•ed -- 1 Where 'ea -Way barn I: 8" or thicker. use 0" mg 2 Manufacture'a model of storm ring and cover to he cpprovec by City Engineer. e COMBINATION AIR VALVE MANHOLE COVER 111 5 1 AL _ 25 3/4" �•• -. 29 1/2- RING - SECTION Weight 85 los NOTES I. US Fo,mary No 117 Ring And B. Corer, Sr Equal 2 Non Penelmlinq Pick Il0les 0 0 0 ° U o 01ou�00 n 0R o° n� ) uu ^U uU 000000 0�� u � u n SOLID COVER 75 I/2' SOLID COVER SECTION Weigh) 120 'bs O COMBINATION AIR VALVE MANHOLE COVER CAST IRON CIIV ellfI NO 1D I. 7 Of 2 1115 cOMR,IOTIOH NR VII VF 0001/011 FRAME h CO' /FR N'J INC E 7E4, ALLOWLU -'�— 3 -PIECE ASJST413.E •IfR VA'.VE 000._ (NO SUBSTITUTES) 4' 90 BENE (MARE) \ i� 4' R SIE EDT WEDGE GATE VAIV1 (MJ) 4" SPOOL PIECE (PE.PE) TEE (RMJ) .FAI'•TNC 510FWAIK 12" keel CONCRETE GRACE RINGS 18"•A' RIJNr ORCLD CONCRETE FOOTER (E46 WW1) /57 STONE -(M.N I? Ml 0021107 NR RELEASE VALE) F -TEC NGDEL 985 HAVEN'T AIR VACUUM VAI Vr SIT OR APPROVE° Moro ]NUN -Orr fli'NC W/ 12' LC DRAIN HOSE 45.3" FLOGGER. C..11 4' L'LG4- I LANE BY EBM I- SPOOL PIECE. PE•FL -4' 90' BEND (00:.060) NOTES. I) ADJUST /ERTICAL ALIGNMENT OF PROPO;EO MAIN SO TOOT RICH P01111 ACCOMMODATES 0551410/H Cl CO. NATION AIR VAI VT ASSFMR Y k CAI F v41 vF SHA I HI IDEATED IN 51001010 3) Olt ra11NC5 SHALL DE RESTRAINED OCOMBINATION AIR VALVE (TYPE V) FOR BACKWASH PIPE N T S QA Nd \\PAwZ ,•'%GENSic ✓ / //i 'A`, , Ate. v { iT •^ ♦ 1 / 1 / 4 r Lu FLORIOP'.E'9` ��?... aexwn, 1 see me./..' W1e+ 401.0-0. -111 • 541 Ill, -axr 100% DRAWINGS i, � n /� '111 1ys CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 100 S Myrtle Ave. CleerwsLer. Fl 3375e 1"0" .. -•11 ;, wx r. "t.: °'R"AiIer'A�>�" n r M e>®I WATER TREATMENT PLANT NO. 2 - CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT WATER DETAILS a0 me L KM Krt➢ sr. I ounr em - -- _ JRS 11/!0/17 r>'�''r• W Mt a.A.r wr s• JRS e. er-'- ream nod= C: LOOK DRAWINGS ,, N i�024 s1/30/12 DWI � eT 1011 Mkt, Po 024 EL 907. DRAWINGS JRS 1/1/12 rely Laeeeuclb, or, IAII Ar rAO.<o en — mreneernru�m a erIH4. 11 s slrn. OAK A: 607. ORAWMGS JRS 5/1/12 REVISION BY IMrt lON✓nur IxRrlx 4alul o M.LLx. rL r+3n1 1 Or i 3' Mm i ].I Slope or roller / Oowa Sts, -` i G r a v e I CROSS SECTION 3:1 Slope or !loiter Ccest,uclian r SAS (haaeca pawl Moral / I Canslrialian / T - TOP ISOMLIRIC VIEW IEMPORARY EROSION CONTROL GRAVEL IN'ERCEPIOR BERM CITY INOE% NO 601, I OF I N I S ■ CITY OF CLEARWATER, FLORIO ENGINEERING DEPARTMENT t41 An, • II5 *00*1 LM:'E,t, CONTROL CI•Y.0 I. INTERCEPTOR BERM P •bales FM. NI CAam.NS, HD(41e1, b•WIA Newt :.f.:Upe1 A Imdistwae.J Cra s -- PLAN VIEW s. 1 541114 or FIaHer SI - CIION A -A /1 Dislurbed Earlh TEjv11'ORARY EROSION CONTROL DIVERSION BERM 1 ` LIIY INDEX N0, 402; I Of 2 N T S CITY OF CEEAR•ATER, FLORIDA ENGINEERING DEPARTMENT 1LN IAA 141, ILMI'ORANY LNOSION CONTROL O,VERDIOI1 twain, in N A N}k11 boa.+— _.._.. O_b /09 60) NO ILS, I Fibrous tiller material in (con I of block prevents grovel from washing into .c tier. tl,r e, 2. 2 "%4" Behind block and oCCOSS throat helps keep black in place Place in outer hole of spacer block. 3 Bales of hay and sod, slrolnlly placed, may also be used . O TEMPORARY SEDIMENT TRAP AT CURB INLET CITY INDEX NO 604: I OF I NTS CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT O IN `v`ir a of IFM•.ORARY 5.01,1E151 TRAP Al CAIRR all (1 Inl Ma. Glepc I • I' Rda. Imnal Mk a' Tfele. IMdal III CleA,. Out WMI '.edeerenl i. 6' Rp-,w INr:nl 1M' SlS k lempw-a Y- Inssl 'it WW1 Wee.: CROSS SI C I I( N And Gravel Filer Circular Shope is Nal Essential - /coy Shope To Fil Urunoge Area And 151, 1I Observe la Check hop Efficiency And Modify As Necesswy To Insure Salislaclory Trapping Of Sediment TEMPORARY SEDIMENT TRAP AT STORM DRAIN INLET CITY INOE) NO LOS, I OF I N I S • DISCAr USF SANDBAGS, STRAW BAI FS OR OTHER APPROVED METHODS TO CHANNFI RUNOFF TO BASIN AS REQUIRED WHEN STRAW BALES ARC USED IN THIS APPLICATION A SILT FENCE IS TO BE INCLUDED AS SHOWN ON II IL LIPSIIRLAM SIDE OF THE SEDIMENT BARRIER SLE INDEX NO, 50/ EXISTING PAVED ROADWAY SPILLWAY NOTES: SUPPLY WATER TO WASH WHEELS IF NECESSARY O I q A �\ FI OW 025 I THE ENTRANCE SHAII HE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLO .. OF SEDIMENT ONTO PUBLIC RIGIIT -OF - WAY THIS MAY REQUIRE TOP DRESSING, REPAIR AND /OR CLEANING OF ANY MEASURES USED TO TRAP SEDIMENT 2 WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR 10 LNIRANCE ON10 PUBLIC RICH I -OF WAY. 3 WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA 17F0 WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN 77. 7 I -I:, :. ...' fir �1 r:e:i f r:sII: 2 " -3" COURSE AGGREGATE 6" (HICK (MINIMUM) DIVERSION RIDGE 50' MIN PLAN DIVERSION 4 SIK2W RE GRADE XCE % 2 % OR GRtPttR FILTER FABRIC SECTION A - A ..•e PIe r: TEMPORARY EROSION CONTROL DIVERSION BE RM CITY INDEX NO 602. 2 OF 2 415 oAl OLSCRIPTIDII CITY OF CLEARWATER. FLORIDA ENGINEERING DEPARTMENT Ie M Ar TEMPORARY EROSION E 1C1'd •1118 NI CONTROL wore We put FT510N OCRM 602 AMOR B r 2a 2 AC CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT IL 1,1L11111 elat (4 NI T1CM' Al 51OM I Ra( — Prl or ri VELE FILTER FABRIC SPACING OF POSTS TO BE AAIFRIAI 6 10 FEET APART re TO rVOIR NAT0Jr I.:CSNRE.1 r,S6NT6 0 NR r tits Y1: •AE 111.• Ir SEO STEENV rt OR L POST 10 ■CHES ( IN1 6ACNFILLEO TRENCH APPROOMATELY INCITES OF FRIER FABRIC MATERIAL RUST EXTEND MID A TRENCH AND BE A.SCHORE° NM COMPACTED BACKDLL MATERIAL PUNOIf 100% DRAWINGS DRAM AY: YPRNS*500 .1-4.C. TRENCH ATTACHING TWO SILT FENCES Ii FENCE FOR AnrnnTINAI STRENGTH _ (ILI(H FORMIC MA VITAL CAN - MTh HL AI IACHLO 10 A G INCH (MAX) WIRE MESH SCREEN WHICH HAS BEEN rASTENED TO TI IC POSTS INSTALLING A F IL I ER F ABRIC SIL I F I NCL CITY INDEX NO 607: 1 CF 3 N 1 S 2 nd FENCE PLACE I(II LNU Fse.I M IIS 51(1050 • LNCL NSIUL Nl IND POST W I, 'NISI ',NCI_ ROTATE BOTH / POSTS DEGREES ESASI I AA0 IN R L °M 7E DIREnA fC St. M Teti SEAL M THE FABRIC MATERIAL mart, 11 era•Mr WAN'RA OtIK BOTH POSTS ABOUT 10 INCHES INTO THE CROJND ANCI i Ply an CITY OF CLEARWATER. FLORIDA ENGINEERING DEPARTMENT � INS1Al11NG A " ill Ilk iA4NIC Rd4 ', I I I HC.' 1 n1 I Set Stores E' M.I. 2 vale a 1' .• 4" Trench Upscale Along the line 01 Slakes Sheol FP, Irslo!ialion (Perspective view) 3 51ople Filler Material lo Slakes And Extend It Into Ite Trench S el Flow lostullolior, (Perspective View) 4 40,0111 And Curnpocl the Faealsled Sue 51,0,1ze Outermost onk VAIN Sea.nenl 1 lop -�c Sod w Other Suiloble Mal Iial - ti PLAN VIEW Mile :e„!1 TFIl•s• .'+lens.. C Na.. of :ba• . a_.4. 12. :Irate a Damn - OsMIver pare •_••••■• 1•ak Ir•11r firs, _ 7,-, CROSS SECTION N.- x1 M yEl six. sac„ Slobitr L ee s ape -/ Sploblr Pod and /o, Stubiieulion Required It f'ipe Empties info TEMPORARY EROSION CONTROL SEDIMENT BASIN CITY INDEX NO GOO: 1 OF I N T 5 CITY Or CLEARWATER. FLORIDA ENGINEERING DEPARTMENT 1■ a or TEMFORANI EROSION COH(ROI STINMQN_ N yA Ny Wu III Drntdge Inslohalion (Front Llewlioa) INSTAI I INC; A FIL IER F ABRIC SIT I FENCE CITY INDEX N0 607, 2 OF 3 N T S CITY OF CLEARWATER FLORIDA ENGINEERING DEPARTMENT 100 S Myrtle Ave, Clearwater, RI 33756 OLS CITY OF CLEARWATER, FLORIO., ENGINEERING DEPARTMENT O INSTALLING A JP' 111110 ANRIC I r AMP/ 111 I se I rENC.F -Ni. WATER TREATMENT PLANT NO. 2 — CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT EROSION CONTROL DETAILS NAN C21 miasmal 012 Oak 2012024 11/311!12 4 •-• 102008 RVH Num C,, MGM. *4 JMA 026 as co ERa ale l.G551 a IINADI, PE 1 31.21 0511 N 4 A, 6 Att 5. 0 STEEL OR WOOD I 'OSI 36• HIGH MAX. PONINN0 HEIGHT EX IN A S14100111 ALTER I <BN FILTER FABRIC 1TACI1 SrC.URrI 10 UPSTREAM ONk TA EUAI AU N OFF T A 6 TRFNCH WIN CUMPA'_IEU BACKER I STANDARD DETAIL IBLREI MAN NANO BACON. 9' MAX IRt ENI STORAGE Ill rt 12- L I'OND.NG 0E1041 RUNOFF ALTERNATE BETA, TRENCH 761141 GRAVEL NEEDED WITHOUT WIRE MESH SUPPORT STEEL OR --_ 1,000 POST a l 1111111.1111101 ei i IIe11i11I1eor venni III1e Ilnlae"/y� ealinieeiiiii 110me11Ilor- iilinieiiere 1,1' _ __ -_ — I ilippro"' -z?.---- C FENCE IH - re<--7 • � WR SUPPORT A N I H O U I S{n G LL D WIRE SUPPORT FENCE 1 INSTAI I INC, A I- IL I ER I- ABRIC SIL F LNCL CITY INDEX NO 607: 3 d 3 NTS IL —ItOW N IFS I INSPECT AND REPAIR FENCE AFTER EACH S ORM EVENT AND REMOVE SEDIMENT AIILN N CESSARY REMOVED SEDIMENT SHALL HE 010051110 1 AN AREA THAT HILL NOT CONTRIBUTE 5 011/1141 (XI SIZE AND CAN RE P RMANFNTI Y 0146111700 3 5111 FENCE SHALL BE PLACED ON SLOPE CONTOURS 10 MAX9417F PO6DNIC EEEKSENCY CITY OF CLEARWATER, FLORID ENGINEERING DEPARTMENT t1/ •i4' INS )A}L.NIG A Nfa1 rAFHII-_ -. tai° Rif ATTACH FILTER FABRIC SEEMS,/ TO 7'x 1' WO(A) FRAME, OOERLAPPWG 1•11144. ID NE Y1 SIMit 1 MA TOP FRAME NECESSARY FDIIITY 7"a AR S" STA WOOS FRAME I SIDES OF D1 R' MAX PONOING HEIGHT NOTES: I 0,101' INLL I SLUIMLN I BARRIERS ANL 10 BL USED FOR SMALL. NEARLY LEVEL DRAINAGE ANLAS. (LESS THAN 50) 2 IISF Tx 4" 4000 OR FOIIIVAI FNT META. STAKES (3 FT MIN LENGTH) 3 INSTAI l 7-x I" WOOD TOP FRAME 10 INSURE STABILITY A THE TOP OF THE ERAAC (ROWING HEIGHT) IT) MUST OE WELL BELOW THE CROUND ELEVATION 00WNSL015 10 001VLN I HUNNI 101I1) DATACSN0 141E INIFT A TEMPORARY DIKE MAY 01 NE<ASSAHI ON THE DOWISEL)'L 0101 col THE SINUCIUHL TEMPORARY SEDIMENT BARRIER Al DROP INLET CITY INUL% NO GOB: 1 01 2 N IS SECTION A A CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT Y IE*,PI.OR"HY SLOIMLNI 0��' R BARRIER AT DROP INLET is a. ,ori II), 1,1 0111 01 l'm PII leUlad of inlet plaleclian is applicable .here the inlet drains it a relatively Rat area (slope n re gater than 59) where Ine n1e1 sheaf Al merlondllows (not a ceedng 1 c Is ) re typical the 1 moths. Toll not apply to mots medians concentrated flaws wren as In sheet or MI.., medians ELEVATION Or STAKE A FABRIC ONILNIAIION 11. MAX GATHER EXCESS FABRIC AT CANNERS ISOMETRIC SEW I 1 TEMPORARY SEDIMENT BARRIER AT DROP INLET CITY INDEX NO NOB; 2 OF 2 N.I S Air CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT GNO.w� a �Adl. •, TEMPORARY SEDIMENT BARRIER AT CROP INLET 1.9L_ LLUFI(14e I ANRI':5 AVAILABLE 1 IM Ill NA1 IB/W STANDARD / I II 1 IN 111010 ALL SEAMS HEAT SI. ACED CAI VOMITED 474 SAFETY NOON WA 411 I'VE OLD' C'UNNECICXI,._.. B (OH 22) 02 SAIL COVCHLU I(YLI0I ` YPE II STRESS IN ALE 113 RENO PRESSIIN( (ROM ROATS) STRESS BAND 100 FOOT STANDARD LENGTH UEP1H A(4LMAINM, 10 NELU TOP 10M I INF 'FIN VINYL COATED CADLL (BL ow-OP OF SHACKLE CONNECTION) FIh f.: /HR, A (TIT FLOATATION 5/16 IN CHAIN �01RE55 P, ATE 0011051 & LOAD LINE I- I OA FINE IHRFilD11Y_BARRIFE2`, I'WE _I & II CITY INDEX NO 609 I OF 2 NTS CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 111•111i- AVM- 011 woo. DANn![R5 ANT 1,111 PLAN VIEW SECTION A— A — �IIl101c: 0 to We .10.1 d CNn. hen •w ••••,/ No 607 Tu Wood Slakes (T1p ) Ihia 10.111od of inlet 4101.0licn • uparru0ole where the 'Vol : dlu'ns A relatively IRO areu (Mopes no greater Ikon 55) *1,,,e M,ee1 W 00010,4 haws (Sul a x lead 10) U '5 cls) 1.4 1E2,44 d The method shall not apply Io inlets receMng ccncenlroled tons. such as abeam or high.uy medians TEMPORARY STRAW BALE SEDIMENT BARRIER AT STORM DRAIN DROP INLET CIIY INDEX NO VII; 101 I NI CI Y OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT IOWA-PUNY iTAAY! RNf T. RNfsll 110701E R 1/)5(99 (pIRRNa )— jpt�1• 110j1 MAIN t. ba • 11 VE' 1 21 07 NYLON REINFORCED VAIN 3_ TYPE III BMP'N ACCORDING 70 NEED SIHISS 0100 PVC SOT — C(1NNFC.IOR b/IG VINYL COATING LAME (014 BOTH SIDES OF CURTAIN TO REDUCE STRAIN) ORIENTATION WHEN INSTALLED (TIDAL SI IUAIION - TYPE II) 74 SAFETY HOOK MN 1 Tt STRESS ELATE / I AP I INN H/ UGS ATTACH LINES TO SHACKLE NI \ N WA IEH SARI ACL AUTOMATIC FLASHING 1101IT (ON AT DUSK — OFF AT DAWN) 100' ON CENTER SHALL DC OSLO IN NA\10AB1F CHANNELS ONLY SIAM/AHD CON IAINMENI SYS ILMS LIGHT BUOY ANCHOR I °CATIONS m (AS RECOMMENDED BY "—CUNT" ` THE MANUFACTURER) MIN ID' Po\ERBED FLOATING TURBIDITY BARRIER TYPE III I Excavate the Tren:h 2 Place and Stake Straw B•ee CITY INDEX NO GOB; 2 OF 2 NIS e 0rst Slake vr. Iuwu,J I'reAOASIy 1 rod BIN ant,. I Straw f-� BaI.Men BNn Boles Must Be Tiq,lly AOAIIAOg W,Ih No Gaps 3 BuckIll and Compact the Excavated SS NOTE: ANCHORING WITH BUOYS, AS SHOWN. REMOVES ALL VERTICAL FORCES FROM THE CURTAIN HENCE. THE CURTAIN W111 NOT SINK FROM WIND (NE CURRENT LOADS 0,nd'n0 Wre nr Twinr Filtered Runoff APIoN CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT Ra•'1r IIN[I 141= :LLN,i_ II APARN PG MA - 51aLe `Ednled and Entrenched 50 le (nap,. ) Sum. Role Cm „fn clwd '.M� I hre ? Pe op Rm■lifnl LM @n a �4y i�,07stir% PI20PI 121 Y INSIAI I I I) S112AW 13AII (Cross Section) ERR TEMPORARY STRAW BALL SEDIMENT BARRIER CUT INDEX NU OIL; I LX 1 S CITY Of CLEARWATER, FLORI A ENGINEERING DEPARTMENT CHI Bs R.*JI Am ow MOWRY W. Iisi°Y Ial TYPICAL LAYOUT TIDAI WATERS AND 'OR HEAVY WINO AND WAVE ACTION lid ��°'• tP � Lr PROPOSED TOE Fl 000 FIR/ 4 EXISTING CAUSEWAY F ' -r,L ANCIICO A T ANCHOR BUOY THIS DISTANCE IS VARIABLE C> OMRICR MOVEMENT DI IF i0 IIDAI f.FIAVGi FILL AREA -'4,111";;101,, SHORELINE / ANCHOR PT. 100% DRAWINGS SUMAS IT In M4epwa .t !sum We NNTICI�taMTR OTC lre tt OM. • areµ PS I PAD C: 100% DRAWINGS 8:90% DRAWINGS A:60% DRAWINGS JRS JRS JRS 11/30/12 8/1/12 5/8/12 REVISION DAN CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 100 S Myrtle AVe Clearwater, Fl 33756 WATER TREATMENT PLANT NO. 2 — CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT EROSION CONTROL DETAILS TYPIC L LAYOUT STREAMS, PONDS, AND LAKES (PROTECILD AND NON TDAL) ANCHOR PT SHORELINE IIM11S OF CONSTRUCTION \t, SIRE AM FLU `.\ ICO' } 11P AN CI TOR I• I 1000101 I Y f/ CURTAIN 510111 All ANCHUN EVERY 100' (TYPICAL) • T•15 DISTANCE IS VARIABLE -01K T,IH FIII AREA TYPICAI INSTAI I ATION I AYOUTS OF F LOA1INC TURBIDITY BARRIERS CITY wet, NO 610, I OF 1 N CITY Of CLEARWATER, FLORIDA ENGINEERING DEPARTMENT wow- p ,p r1T ILA II IAOLA• BYbro IAILTAL LI I'DA1 VG 101m01 'I TIARRII A$ ,s9 • NSF •4/ i 675 vJCV- IFVpl C22 0,014.1 s• wl 102008 I X15 O VED ECM CONSTR... NSTR...A OTT AAA 11/30/12 KUNG 4±11 NC JRS NONE aaum Tic WATT kW JMA 026 o ARMS, nE F Mal DATE 0 S A •Cs ■=> u,f ablve, 4`. f GENERAL NOTES 10 41. h,. 010•14115,0, 8.31 rbr hoe, arca1 J '0,, alAo 3,8,37 833. 11.77, IS Der, 3.30 33 3 •,111.0,10,01.4.1 0Nso tr or, e0,00,20 ose 00r0,o ue 101.1 1.3 0,37,14 fay Of leahr, hae 001110 ro•In'to, Vluo, SYMBOLS VA 13331 834-8 CONDIT IONS IITION MT V.11.. tWillif V■41.0ffi 1,4441 A°. !NUM* .So/., SW fl/flat 14011*0 MOSE 1110N 2 OSMOND trIS ON II MI Mtwr 'Any MI rrICE riAni. WO' 1/13a 1111.41. 07/01/05 flest rarrfOR/ 0 FDOT DESIGN STANDARDS 2013 MULTILANE WORK OUTSIDE SHOULDER 1101017 NO 611 rIVMS1083 NWHIS303d PEDESTRIAN CROSSWALK 1114.1 PPM 411. 1,4401111111 '■ 1,300.3/1 83,1, 11.15,•nr.YAOSIS 4—••••— 3.1990. L,g7.11= or 03S010 N1VM3OIS SIDEWALK CLOSED re CAMEO ...701.16100E WININSIStel SYMBOLS t Fr PEDESTRIAN' CROSSWALK PEDESTRIAN CROSSWALK CORNER SIDEWALK CLOSURE WITH TEMPORARY CROSSWALKS ,.; uoll l• .01, .1, GENERAL NOTES MID-BLOCK SIDEWALK CLOSURE we s• , bh, 5 o • MID BLOCK SIDEWALK CLOSURE WITH TEMPORARY WALKWAY CONDITIONS IWO /I 551 11(111(41 a oliwirtre W.A. OM NUR Ilt,(1,1t. (VCI10,11 OP( (0( SIVIVI(Ot (OA A 1,4000 OW MEW Mow ..16.1rIf • 11710,tim 07/01/I2 016001 Llt.SHIN SI AND/Oil-ES 2013 PE DES IRIAN CONTROL FOR CLOSURE OF S IDEW ALES IRO( P 660 <=0 4=0 th Mitts tull SRI 11.11.04 DISTANCE arrw EN statiAl 5,333 0 .7 celeubl :nu NV. 1,00. API( ■-70- SYMBOLS 0.1 2h,02 5 us .......... . . , '.. I teuMml th Table I Device Spacing N.. ancoi. emu"• On.. 1f12 Sue. 14•,e I or 1.8, _74_0ty rune • S/ S01 SY 4, OP 2, II IN in 13 0,7 SO IR/ GENERAL NOTES ouNhluble, 438-37082,33 74813,3 3/,.. A lAgRA■ AAA,. • `”° •°°°'.° 1;0, 8,78 '03.0,37 DURATION NOTES Table II Taper Length • Shoulder 0000tht 121, I ISO 133 IC7 212 55 70 177 140 292 u/ 0aucue ien CONDITIONS 1.1333.13.13■ 10,14.1A. 00 Ill/ ArtsVOlf 471,17.111 for AM, (VOW. III. 1*61111 Cl IS BUT M102 ClOSCP IN. 7 10 154.1* 5.0 07/0007 S h0 arnrotNe 0 FOOT DESIGN STANDARDS 2013 31ULTILANE, WORK ON S HOULDE R IMO, X 612 SYCEI NO 4c -a6 ONP■b-\\\ 1555.4- 027 100X DRAWINGS 1.104(K0 eV SWANN Ow IN Vista at MS217 I POPPI7.10) Ift C: 100% DRAWINGS 13: 90% DRAWINGS JRS JRS 11/30/12 6/1/12 A: 60% DRAWINGS JRS 5/8/1I REV1S CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT ISO S Myrtle Ave Clearwater, Fl 33756 ...stbet — WATER TREATMENT PLANT NO. 2 — CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT MAINTENANCE OF TRAFFIC 023 1:01.114141 Ise • 2012024 MI Oa, 102006 Is.. ow SI /11E J621 WOWS OW DMA Mk! APP.°. 110 OWSTRUCTIoN mono eiNal. • alum. SI., 0 6 a .1 5. 0 0 SYMBOLS it 06,6, wt, One Ave 14, 0 0.0 70, GENERAL NOTES DURATION NOTES tOrory 7 61,..10 tlAW 0 010. :61; ,1.15E-0 101E50 -.Tos, rrNatro 5, vv.. J .14 or. .0,455 4,,orrIs IN ,,,o411 0...• • I ........ / No WO 1661,6, 4500,4n, I , no .61. 666,1,66,6 o ,srowv too, I, W., 1,6 fa, ,C,r6 ,OVE1 of 16 MI 14 ROO •VIRIGo towel 4:41, O. oviIrr, r4,1001,4 ...Ili RrOF I Ogles on W. nor.. Ostr, 05,,IN1ro Vox, 1,1,5 LAST REVISION 07/01/09 DESCRIPTION FOOT DESIGN STANDARDS 2013 MULTILANE. WORK NEAR INTERSECTION MEDIAN OR OUTSIDE LANE INDEX 616 WET Jt. 4=0 OMB 1 "14 • • .=• • • R 1:',:iii0:4 D. _.-. D r D . ''''" _t ,^-r•-1 r ■ 1 1 _ --- ., II II ..1 ......,, ,,„., . , , 1 1 I. il.,1 101,e /I 1 fri•„, <= tor. SPEEDING PINES DOUBLED •1EN *awns 10E5101 LEFT LANE CLOSED ON FAR 500E OF MINOR SIDESTREET • RESTRICTED TURNING MOVEMENTS EITte 5•33t11.$2 11141 60 wort ro 111•1040$ ram. J L_ tJfl( (NU ***** • • • •-41-0 I 1 lin LANE MUST 111«.011 LEFT LANE CLOSED ON FAR SIDE OF INTERSECTION TURNING MOVEMENTS ALLOWED DISTANCE BETWEEN SIGNS swipe 1.1.1 A. • C A, 1'5, At soot UK 'Erni', ROAD... AHEM, 6,91 Or TAN. I Device Spa0109 CI. 04011Are 11.51.e. 0044,4 140 rype I or I 5, II ,,,,,01,1 014,000■4010■0 ....., . ..., I104.0 10000'0.0.4 I5O/I IRWIN END NOLO BORK Table II Taper Le1ly111 - Meryl! HP Lateral Transition! 5000 1 900. , 011 Werke. 115, ; SAP 41 510 1 - INOIN1r51,0N, 0.1k, Ran I. 4,4 iv ,ye Ow, •we LAbt WNW.* DI/O1/11 PT5C411.017P. FOOT DESIGN STANDARDS 2013 MULTILANE. WORK NEAR INTERS E CTION MEDIAN OR OUTSIDE LANE MOE NO 616 3 100% DRAWINGS 00431110 01. 1111•0•0 0' 1000■0105: 4144105LP BY: OAK C1 100% DRAWINGS JRS 11/30/12 I3 907; DRAWINGS —100-10001110111000ErNINIPL 10 4 tuhl DATE A: 607; DRAWINGS REVISION JRS 9/1/12 JRS 5/8/12 00 CITY OF CLEARWATER, FLORIDA NGINERRING DEPARTMENT 100 3 Myrtle Aye Clearwater, Fl 33768 J 0Pn SPEEDING FINDS DOUBLED 1009 0010E1S PRESE91 JL J L_ •It=, A4• • . . .1 * ..... 4 • .1.:r'0V:•014 r---- 11,4, r " I I "1 11.410no I le. 31 1•14 11 ,END I RIGHT LANE CLOSED ON FAR SIDE Or MINOR SIDESTREET 1DISTANCE BETWEEN SIGNS 15,N vo ell Sive, 50,1 0000 Table 1 DcvICe Spaclng 11.0A N., Pew., 11000 • IN I 55, or frn. COnew 1101a000 0•00.0 P4.4,0006 0.0,1 15.0- 14.004 r0oN0 50 50 I L. 11090 110011 556(0 115 INES DOUBLED WEN *900805 MANE RIGHT LANE CLOSED ON FAR SIDE OF INTERSECTION WITH SIGNIFICANT RIGHT TURNING MOVEMENTS Table 11 Taper Length - Merge (17 Lateral Transition, 1/.1 040,e0 ,r 1111141,1111,* REVISION 07/01/09 FOOT DESIGN STANDARDS 2013 MULTILANE, WORK NE AR INTERSECTION MEDIAN OR OUTSIDE LANE MOE 616 2 WATER TREATMENT PLANT NO. 2 — CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT MAINTENANCE OF TRAFFIC \\.011111// 1,11/2 • , 4c 44)6s sitr4irto4N' Th.rzt 10200a — 010140*0' 105.1 DAM ORA., 11/30/12 DESCHLO Dr Ceyfewq. RVI-9 OMR 814 863 028 L 4440.40 FOR 0005101.1191 015 ON10diSMASjEi 0 9VILI.0 4 OE 711)21 OATF Call FDOT Construction Project Administrator a minimum of two weeks in advance of proposed working in the State Right of Way & All work within the State Right of Way must be coordinated and approved by the FDOT Project Administrator: Joe Blasewitz 727 -530 -7600 Pinellas Permits Office (727) 570-5101 Permit # 2012 -H -799 -242 FPN 256881- 1 -52 -01 15 150 000 SR 55 City of Clearwater Permittee shall notify TMC @ (813) 615 -8657 of the exact time any lane closure begins and a second phone call when the lane closure is removed. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 RULE 14 -46 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION UTILITY PERMIT 710-010-85 UTILITIES OGC - 08/10 PERMIT NO.: 201 Z -H --79C1 - ;,Z 4 L SECTION NO.: 1 519) STATE ROAD US19 COUNTY Pinellas FDOT construction is proposed or underway. • Yes 0 No Financial Project ID: Is this work related to an approved Utility Work Schedule? ❑ Yes If yes, Document Number: ►i No PERMITTEE: City of Clearwater ADDRESS: 100 S. Myrtle Avenue TELEPHONE NUMBER: (727) 562 - 4750 CITY /STATE /ZIP: Clearwater, Florida 33756 C WS 1 N6 The above PERMITTEE requests permission from the State of Florida Department of Transportation„hereinafter celled the FDOT, to construct, operate and maintain the following: See Attachment 1. prvi,. yecj N DO C , vs!: Is l >g 5t.) -I U,` ,,,t et vo i f-- (Li.- f 1 r a IAJ ;,,''ace- Frye , FROM: See Attachment 1. ( g , C„ 1 C{ TO: See Attachment 1. Submitted for the PERMITTEE by: Name and Company (Typed or Printed Legibly) Contact Information Address /Telephone /E -Mail (if applicable) Signature Date Bozhidar V. Handjiev, URS Corporation P.E. 7650 West Courtney Campbell Causeway, Tampa Fl 33607 phone: 813 - 636 -2177, bozho.handjiev @urs.com /f 1.� // //e1 // 2 1. The Permittee declares that prior to filing this application, the location of all existing utilities that it owns or has an interest in, both aerial and underground, are accurately shown on the plans and a letter of notification was mailed on September 14, 2012 to the following utilities known to be involved or potentially impacted in the area of the proposed installation: Progress Energy, Verizon. Brighthouse. Knologv. Clearwater Gas. Florida Gas Transmission. Pinellas County Utilities. City of St, Petersburg 2. The local Maintenance or Resident Engineer, hereafter referred to as the FDOT Engineer, shall be notified a minimum of forty eight (48) hours in advance prior to starting work and again immediately upon completion of work. The FDOT's Engineer is Brian A. Bennett. P.E. located at 5211 Ulmerton Road. Clearwater, FL , Telephone Number 727 - 570 -5101 The Permittee's employee responsible for MOT is TN) Telephone Number (This name may be provided at the time of the forty eight (48) hour advance - notice prior to starting work). 3. All work, materials, and equipment shall be subject to inspection and approval by the FDOT Engineer. 4. All plans and installations shall conform to the requirements of the FDOT's UAM in effect as of the date this permit is approved by FDOT, and shall be made a part of this permit. This provision shall not limit the authority of the FDOT under Paragraph 8 of this Permit. 5. This Permittee shall commence actual construction in good faith within 180 days after issuance of permit, and shall be completed within 90 days after the permitted work has begun. If the beginning date is more than sixty (60) days from the date of permit approval, the Permittee must review the permit with the FDOT Engineer to make sure no changes have occurred to the Transportation Facility that would affect the permitted construction. 6. The construction and maintenance of such utility shall not interfere with the property and rights of a prior Permittee. 7. It is expressly stipulated that this permit is a license for permissive use only and that the placing of utilities upon public property pursuant to this permit shall not operate to create or vest any property right in said holder, except as provided in executed subordination and Railroad Utility Agreements. 8. Pursuant to Section 337.403, Florida Statutes, any utility placed upon, under, over, or along any public road or publicly owned rail corridor that is found by FDOT to be unreasonably interfering in any way with the convenient, safe, or continuous use, or maintenance, improvement, extension, or expansion, of such public road or publicly owned rail corridor shall, upon thirty (30) days written notice to the utility or its agent by FDOT, be removed or relocated by such utility at its own expense except as provided in Section 337.403(1), Florida Statutes, and except for reimbursement rights set forth in previously executed subordination and Railroad Utility Agreements, and shall apply to all successors and assigns for the permitted facility. 9. It is agreed that in the event the relocation of said utilities are scheduled to be done simultaneously with the FDOT's construction work, the Permittee will coordinate with the FDOT before proceeding and shall cooperate with the FDOT's contractor to arrange the sequence of work so as not to delay the work of the FDOT's contractor, defend any legal claims of the FDOT's contractor due to delays caused by the Permittee's failure to comply with the approved schedule, and shall comply with all provisions of the law and the FDOT's current UAM. The Permittee shall not be responsible for delay beyond its control. 10. In the case of non - compliance with the FDOT's requirements in effect as of the date this permit is approved, this permit is void and the facility will have to be brought into compliance or removed from the RNV at no cost to the FDOT, except for reimbursement rights set forth in previously executed subordination and Railroad Utility Agreements. This provision shall not limit the authority of the FDOT under Paragraph 8 of this Permit. 11. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the State's right, title and interest in the land to be entered upon and used by the Permittee, and the Permittee will, at all times, and to the extent permitted by law, assume all risk of and indemnify, defend, and save harmless the State of Florida and the FDOT from and against any and all loss, damage, cost or expense arising in any manner on account of the exercise or attempted exercises by said Permittee of the aforesaid rights and privileges. 12. During construction, all safety regulations of the FDOT shall be observed and the Permittee must take mea e display of safety devices that may be necessary in order to safely conduct the public through the project area in accordan r�I�l��s amended by the UAM. 13. Should the Permittee be desirous of keeping its utilities in place and out of service, the Permittee, by executioNeViiiprEN2nowledges its present and continuing ownership of its utilities located between see above and within the FDOT's R/W as set forth above. Whenever the Permittee removes its facilities, it shall be FINERsAisimA expense. The Permittee, at its sole expense, shall promptly remove said out of service utilities whenever the FDOT determines said remov�tfie public interest. 14. In the event contaminated soil is encountered by the Permittee or anyone within the permitted construction limits, the Permittee shall immediately cease work and notify the FDOT. The FDOT shall notify the Permitee of any suspension or revocation of the permit to allow contamination assessment and remediation. Said suspension or revocation shall remain in effect until otherwise notified by FDOT 15. For any excavation, construction, maintenance, or support activities performed by or on behalf of the FDOT, within its R/W, the Permittee may be required by the FDOT or its agents to perform the following activities with respect to a Permittee's facilities: physically expose or direct exposure of underground facilities, Page 1 of 2 RULE 14 -46 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 710- 010 -85 UTILITY PERMIT UTILITIES OGC -09 /t0 provide any necessary support to facilities and /or cover, de- energize or alter aerial facilities as deemed necessary for protection and safety. 16. Pursuant to Section 337.401(2), Florida Statutes, the permit shall require the permit holder to be responsible for damage resulting from the issuance of the permit. The FDOT may initiate injunctive proceedings as provided in s.120.69 to enforce provisions of this subsection or any rule or order issued or entered into pursuant thereto. 17. Pursuant to Section 337.402, Florida Statutes, when any public road or publicly owned rail corridor is damaged or impaired in any way because of the installation, inspection, or repair of a utility located on such road or publicly owned rail corridor, the owner of the utility shall, at his or her own expense, restore the road or publicly owned rail corridor to its original condition before such damage. If the owner fails to make such restoration, the authority is authorized to do so and charge the cost thereof against the owner under the provisions of s.337.404. 18. The Permittee shall comply with all provisions of Chapter 556, Florida Statutes, Underground Facilities Damage Prevention and Safety Act. 19. Special FDOT instructions: It is understood and agreed that commencement by the Permittee is acknowledgment and acceptance of the binding nature of all the above listed permit conditions and special instructions. 20. By receipt of this permit, the Permittee acknowledges responsibility to comply with Section 119.07, Florida Statutes. 21. By the below signature, the Permittee hereby represents that no change to the FDOT's standard Utility Permit form, as incorporated by reference into Rule 14- 46.001, for this Utility Permit has been made which has not been previously called to the attention of the FDOT (and signified to by checking the appropriate box below) by a separate attached written document showing all changes and the written and dated approval of the FDOT Engineer. Are there attachments reflecting change /s to the standard form? NO ❑ YES If Yes pages are attached. PERMITTEE Robert Fahey, P.E. / Engineer Utility Manager SIGNATURE '.(71e...., lj !.,�-i DATE: 11—'3.- 12 DATE: Name & Title of Authorized Permittee or Agent (Typed r Printed Legibly) ?j9g20. APPROVED BY:. r 4' issujp DATE: YDistrict Maintenance Engineer or Designee UTILITY PERMIT FINAL INSPECTION CERTIFICATION DATE: DATE WORK STARTED: DATE WORK COMPLETED: INSPECTED BY: (Permittee or Agent) CHANGE APPROVED BY: DATE: District Maintenance Engineer or Designee I the undersigned Permittee do hereby CERTIFY that the utility construction approved by the above numbered permit was inspected and installed in accordance with the approved plans made a part of this permit and in accordance with the FDOT's current UAM. All plan changes have been approved by the FDOT's Engineer and are attached to this permit. I also certify that the work area has been left in as good or better condition than when the work was begun. PERMITTEE: SIGNATURE: DATE: Name & Title of Authorized Permittee or Agent (Typed or Printed Legibly) CC District Permit Office Permittee Page 2of2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ATTACHMENT 1 1. Crossing US19 at approximately midblock between SR60 to the south and Drew Street to the north (See attached Key Sheet and Photos 1 through 4). The proposed pipe alignment is shown on Sheet C07. An 8" DR9 HDPE fresh raw water pipe will be installed via horizontal directional drill. The pipe will be installed from an existing City utility easement to the west, across US19 and to the site of the proposed City of Clearwater Reverse Osmosis Water Treatment Plant Not to the east. The directional drill reamer size will be 12 ". The drill length within the US19 right -of -way (ROW) at midblock is approximately 280 feet. Both boring pits will be outside of the US 19 ROW. The minimum depth under FDOT pavement will be 10 times the reamer diameter or minimum 10 feet in accordance with FDOT specifications. City of Clearwater Water Treatment Plant No.2 — Contract 2: Raw Water Transmission Main US19 Crossing Project November 2012 1 FDOT Permit 2012 -H- 799 -242 Supplemental Instructions: 1. Be Aware: There is a proposed 4" Clearwater Gas main along the western curb line of the US19 southbound frontage road that is not shown in the plan and profile sheet of the permit application. The City should verify the vertical and horizontal location of the new 4" Gas main to ensure there is no conflict prior to construction. 2. The utility contractor shall follow the same lane closure restrictions that are included in the US 19 work plans for work on US19 and the frontage road. Please coordinate with the Construction Project Engineer Joe Blasewitz 727- 530 -7600. F.D.O.T. REQUIREMENTS PERMITTEE MUST COMPLY WITH THE FOLLOWING The Pinellas Maintenance Office must be notified 48 hours in advance of starting work in the F.D.O.T. right -of -way. Ph. (727) 570 -5101. NOTE: I.: When installing multiple conduit lines of ti hich a portion is intended to be leased ar sold to another utility company, the new lessee /owner must obtain an approved permit from the Department prior to occupancy, Refer to CURRENT LIAM. Digging without knowing where its safe to dig can cause tremendous damage, ai'i' cling your electric, telephone, cable television, water, sewer and gas service outages or even loss of life! If you're doing any digging within the state of Florida, state law requires you to notify Sunshine State One Call of Florida (SSOCOF) two business days before you dig. 1- 800 - 432 -4770 This is a free service to help keep Florida safe! http://callsunshine.com/corp/index.html It is the responsibility of the permittee to determine and comply with all county and municipal ordinances that relate to the construction or other activity as described on this permit. Some ordinances are more stringent than the Department of Transportation requirements. All construction and/or maintenance of utility equipment located in the F.D.O.T. Right -of -Way must conform to the Federal Manual on Uniform Traffic Control Devices (MUTCD), the F.D.O.T. roadway and traffic design standards and the standard specifications for road and bridge construction. Certified density reports are required on all backfill work within shoulder points of roadway and must be submitted to the F.D.O.T., Pinellas Maintenance Office. This permit does not authorize the construction of any new sidewalk or drainage connections in the F.D.O.T. right -of -way. A copy of this approved permit, including all plans, must be maintained on the job site before work commences in the F.D.O.T. right -of -way and must be made available during constructionhnaintenance. NOTE: Any sidewalk disturbed will be replaced by section within 72 hour, to F.D.O.T. specifications. If construction, reconstruction, repair, or maintenance activity necessitates the closing of one or more travel lanes of any road on the state primary, county road, or city street system, for a period of time exceeding two hours, the party performing such work will be responsible to give notice to the appropriate local law enforcement agency which has jurisdiction, where such road is located, prior to commencing work on this project. 335.15 F.S. 7/86; 336.07 F.S. 7/86. F.D.O.T. UTILITY PERMIT # 2012 -H -799 -242 #19 SPECIAL INSTRUCTIONS: 1) NO LANE CLOSURES ARE ALLOWED WITHOUT 48 HR. NOTIFICATION AND PRIOR APPROVAL BY THE F.D.O.T. INSPECTOR. 2) LANE CLOSURES IF NEEDED MUST BE DONE AT NIGHT BETWEEN 8:00 P.M. TO 5:30 A.M. MONDAY THRU THURSDAY. DAY TIME CLOSURES MAY BE CONSIDERED WITH LANE CLOSURE CALCULATIONS TO SUPPORT OTHER HOURS OF OPERATIONS. NO CLOSURES ALLOWED DURING WEEKS OF STATE & FEDERAL HOLIDAYS. 3) OPEN CUT OF ROADWAY PAVEMENT IS ALLOWED ONLY AT LOCATIONS SHOWN ON THE APPROVED PLANS. 4) A CERTIFIED WORK SITE TRAFFIC CONTROLS SUPERVISOR, APPOINTED BY THE PERMITTEE, MUST BE ON SITE TO OVERSEE SET UP AND MAINTENANCE OF APPROVED MAINTENANCE OF TRAFFIC (MOT) PLANS (SEE ATTACHED PLAN). A COPY OF THE WORK SITE SUPERVISOR'S CERTIFICATION MUST BE PROVIDED TO THE F.D.O.T. INSPECTOR UPON 48 HR. WORK START NOTIFICATION. o11 (;E R► T.EC FIVI;: SM.'E: CI' 1 :111 :ST 111 11tH N BY .11,1. l'ERSO ' INVOL.A :,1) 11`1 1 11 11115 'E12\111 1V1!I1.l1 1\ Tub. It1( ;I1'1- (*- 11'.il'. 5) ROADWAY RESTORATION WILL UTILIZE 100 PSI EXCAVATIBLE FLOWABLE FILL AND asphalt placed within the State Right of '1Vay shall be placed "Full Depth ", (2) 3" lifts of SP 12.5, (2) 2" lifts of SP 9,5. Typical sections will need to be provided within the plans for the pavement placement. MILL AND RESURFACE THE ROADWAY 50 FEET EITHER SIDE OF THE CENTER LINE OF THEN ASPHALT PATCH 28 DAYS AFTER INSTALLATION 6) THE CONTRACTOR SHALL HAVE A RESPONSIBLE PERSON AVAILABLE AT OR REASONABLY NEAR THE WORK SITE ON A 24 - HOUR BASIS, 7 DAYS A WEEK, IN ORDER THAT THEY MAY BE CONTACTED IN EMERGENCIES AND IN CASES WHERE IMMEDIATE ACTION MUST BE TAKEN TO MAINTAIN TRAFFIC OR TO HANDLE ANY OTHER PROBLEMS THAT MIGHT ARISE. THE CONTRACTOR'S DESIGNATED PERSON SHALL SPEAK AND UNDERSTAND ENGLISH. (REFERENCE SECTION 5 -8.3 OF THE CURRENT STANDARD SPECIFICATIONS). 7) ANY SIDEWALK AND /OR DRIVEWAYS DISTURBED ARE TO BE RESTORED AS WORK CONTINUES. MAINTAIN INGRESS /EGRESS ON ALL DRIVES AND SIDE STREETS DURING CONSTRUCTION. SIDEWALK TO BE SAW CUT OR TOOLED AT 5' INTERVALS. EXPANSION REQUIRED AT ALL COLD JOINTS (6" MIN. THICKNESS ON POURS, 5' WIDE, FDOT CLASS I NON - STRUCTURAL 3000PSI CONCRETE MIN.) ALL SIDEWALK CONSTRUCTED ON STATE RIGHT OF WAY SHALL MEET A.D.A. FEDERAL STANDARDS, FDOT SECTION 522 (CURRENT STANDARD SPEC ROAD /BRIDGE CONSTRUCTION), AND APPLICABLE DOT INDICES (Index 304 HANDICAP RAMPS, AND 515 CONCRETE SLOPE). 8) ALL SIDEWALK CURB RAMPS SHALL HAVE DETECTABLE WARNING SURFACES (TRUNCATED DOMES) AS PER FDOT STANDARD SPECIFICATIONS 527 & STANDARD INDEX 304. 9) ANY DISTURBED AREA IN FDOT ROW SHALL BE RESTORED TO EQUAL OR BETTER THAN THE PRE - EXISTING CONDITION. 10) SOD ADJACENT TO SIDEWALK SHALL BE PLACED FLUSH WITH THE TOP OF THE SIDEWALK. H: \PERMITS \NEW INSERTS \OPEN CUT & BORE INSERT -I.DOC F.D.O.T. UTILITY PERMIT # 2012 -H- 799 -242 #19 SPECIAL INSTRUCTIONS: CONTINUED 11) STOCK PILING OF MATERIALS IN THE RIGHT OF WAY IS NOT ALLOWED. 12) ALL BORE AND RECEIVE PITS ARE TO BE SHEETED, BRACED OR PROPERLY SLOPED AS NEEDED. 13) A SUBSURFACE SOIL AND DRAINAGE REPORT IS REQUIRED ON BORES INVOLVING CASINGS > 6 INCHES IN DIAMETER OR AS REQUESTED BY F.D.O.T. (PERMITTEE MAY DESIGN THE BORE CROSSING FOR 10 TIMES THE MAX BORE DIAMETER IN DEPTH, TO WAIVE A SUBSURFACE SOIL REPORT UNLESS REQUESTED BY FDOT). 14) DIRECTIONAL BORE EQUIPMENT USED MUST BE APPROVED BY F.D.O.T. (SEE ATTACHED). CONTRACTORS USING BORE EQUIPMENT MUST BE PROPERLY TRAINED TO OPERATE SUCH MACHINERY BEFORE WORKING IN THE STATE RIGHT -OF -WAY. THE MINIMUM DEPTH COVER ON THE 2INCH BORE PARALLEL ROADWAY IS 3_ FEET 0 INCHES. MAINTAIN A MINIMUM OF 24INCHES CLEARANCE FROM OTHER UTILITIES AND STORM DRAIN STRUCTURES. PRE - REAMING MUST BE IMPLEMENTED PRIOR TO PULLBACK. 15) ALL DIRECTIONAL BORES MUST BE SCHEDULED AND PERFORMED AS A CONTINUOUS OPERATION UNTIL COMPLETE. 16) THE LOCAL GOVERNMENT MUST HAVE A REPRESENTATIVE ON SITE AT ALL TIMES WHILE BORING OPERATIONS ARE IN PROGRESS IN THE STATE RIGHT OF WAY. 17) IF THE BORE OPERATION IS DEEMED UNSUCSESSFUL BY THE F.D.O.'T'. AREA MAINTENANCE ENGINEER,THE PROPOSED UTILITY WILL BE GROUTED AND ABANDONED. TILE FOLLOWING ARE EXAMPLES BUT NOT LIMITED TO MECHANICAL FAILURE PREVENTING THE COMPLE'T'ION OF THE PULLBACK IN A'I'IMELY MANNER, IMPASSABLE OBSTRUCTION, SETTLEMENT OR HEAVING OF THE STATE ROAD. 18) THE PERMITTEE WILL TAKE ALL MAINTENANCE RESPONSIBILITIES FOR A PERIOD OF ONE YEAR AFTER COMPLETION OF CONSTRUCTION. 19) NO WORK SHALL BE PERFORMED DURING THE WEEKS OF ANY STATE OR FEDERAL HOLIDAYS. 20) FOR WORK NOT INVOLVING LANE CLOSURES, PERMITTEE & CONTRACTOR SHALL FOLLOW THE STANDARD WORK SCHEDULE OF MONDAY THROUGH FRIDAY 7:00 AM - 5:30 PM WHILE WORKING WITHIN THE STATE RIGHT OF WAY UNLESS OTIIER WISE NOTED WITHIN THE PERMIT. DEVEArIONS SHALL BE REQUESTED BY THE PERMITTEE IN WRITING WITH JUSTIFICATIONS IN ADVANCE OF THE PROPOSED CLIANGE. THE DEPARTMENT OF TRANSPORTATION RESERVES THE RIGHT TO MAKE ADJUSTMENTS TO ANY PERMITTED METHOD OF INSTALLATION, SCOPE, RESTORATION AND PUBLIC SAFETY THAT ARISE DUE TO UNFORSEEN CONDITIONS DURING CONSTRUCTION. H:\PERMITS \NEW INSERTS \OPEN CUT & BORE INSERT- 1.DOC F.D.O.T, UTILITY PERMIT # 2012 -H -799 -242 PORTIONS OF THE REQUIREMENTS LISTED BELOW, ARE IN ADDITION TO THOSE OUTLINED IN THE CURRENT DEPARTMENT'S UTILITY ACCOMMODATION MANUAL. THESE REQUIREMENTS, ARE SUBJECT TO CHANGE WITHOUT NOTIFICATION AND DO NOT EXEMPT THE PERMITTEE OF LIABILITY FOR DAMAGES THAT OCCUR AS A RESULT OF THE UTILITY INSTALLATION AND /OR MAINTENANCE. NO PART OF THE PAVEMENT IS TO BE OBSTRUCTED DURING THE INSTALLATION OR MAINTENANCE OF THIS UTILITY. ALL ABOVE GROUND APPURTENANCES MUST BE PLACED AS CLOSE TO THE RIGHT -OF- WAY LINE AS PRACTICAL. TEMPORARY STORAGE OF CONSTRUCTION EQUIPMENT AND MATERIALS (I.E., POLES, CABLE, PIPE, ETC.), TO BE USED IN THE CONSTRUCTION/MAINTENANCE OF THE UTILITY, IS PROHIBITED IN THE DEPARTMENTS RIGHT -OF -WAY PRIOR TO PERMIT ISSUANCE. STORAGE IS LIMITED TO A 30 -DAY PERIOD, PROVIDED THAT SUCH STORAGE DOES NOT OBSTRUCT VISUAL DISTANCE REQUIREMENTS. OFFSET DISTANCE REQUIREMENTS MUST BE MET, AS SPECIFIED IN THE UTILITY ACCOMMODATION MANUAL. TEMPORARY STORAGE OF TRENCH EXCAVATION MATERIAL IS NOT PERMITTED WITHIN 12 FEET OF THE PAVEMENT EDGE. STORAGE IS NOT TO EXCEED 7 CALENDAR DAYS. OFFSET DISTANCE REQUIREMENTS MUST BE MET, AS SPECIFIED IN THE UTILITY ACCOMMODATION MANUAL. A DEPARTMENT OF TRANSPORTATION PERMIT INSPECTOR MUST BE PRESENT DURING ALL APPROVED UTILITY PERMIT MECHANICAL BORE OPERATIONS. UTILITY POLES, APPROVED FOR INSTALLATION BY THIS PERMIT, ARE NOT TO EXCEED 24 INCHES IN DIAMETER. ALL TRENCHES MUST BE BACKFILLED IN ACCORDANCE WITH THE STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. ANY DRIVEWAY CONNECTION WHICH IS TO BE DISTURBED AS A RESULT OF THIS APPROVED UTILITY PERMIT INSTALLATION, THE DEPARTMENT RECOMMENDS FOR THE PROTECTION OF THE PERMITTEE THAT PHOTOS BE FILED WITH THE DEPARTMENT SHOWING THE ORIGINAL CONDITION OF THE DRIVEWAY. THE PERMITTEE IS RESPONSIBLE FOR FILING PERMIT APPLICATIONS WITH THE PROPER MUNICIPAL AGENCY BEFORE CROSSING ANY SECONDARY ROADWAYS OWNED BY THE CITY OR COUNTY WHICH CONNECT TO STATE ROADS BEING AFFECTED BY THIS PERMIT. THE PERMITTEE IS RESPONSIBLE, DURING AND FOLLOWING THE UTILITY INSTALLATION, FOR WATER QUALITY WHERE THE UTILITY IS BEING INTRODUCED TO DEPARTMENT OWNED DRAINAGE FACILITIES. THE DEPARTMENT RETAINS THE RIGHT TO VOID THIS PERMIT AND REQUIRE REMOVAL OF ALL DRAINAGE CONNECTIONS IF THE QUALITY OF WATER IS NOT MAINTAINED WITHIN LIMITATIONS ESTABLISHED BY THE DEPARTMENT OF POLLUTION CONTROL OR OTHER APPROPRIATE GOVERNMENTAL AGENCIES. THE PERMITTEE IS RESPONSIBLE FOR SUBMITTING A STORM WATER POLLUTION PREVENTION PLAN AND NOTICE OF INTENT TO THE F.D.O.T. DISTRICT PERMIT OFFICE OR LOCAL MAINTENANCE OFFICE WITHIN 48 HOURS OF COMMENCING CONSTRUCTION, IN ACCORDANCE WITH THE CODE OF FEDERAL REGISTER (40 CFR 122.26)INCORPORATING THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM AS DOCUMENTED IN THE SEPTEMBER 25, 1992 ISSUE OF THE FEDERAL REGISTER, PART 3, VOLUME 57, NUMBER 187. H;\PERMITS \NEW INSERTS \OPEN CUT & BORE INSERT -I.DOC Photo 1 — Looking east towards US 19 from the City utility easement. This is the approximate location where the 8" pipe will run from west and across US19. City of Clearwater Water Treatment Plant No.2 — Contract 2: Raw Water Transmission Main US I9 Crossing Project November 2012 2 Photo 2 — Looking east across US19. In the background is where the City Water Treatment Plant No2 will be built. The 8" pipe will run from west and across US19 approximately 10 -15 feet to the south of the blue markers. City of Clearwater Water Treatment Plant No.2 — Contract 2: Raw Water Transmission Main US19 Crossing Project November 2012 3 Photo 3 — Looking west towards US19 from the City Water Treatment Plant Not site. This is the approximate location where the 8" pipe will cross US19. City of Clearwater Water Treatment Plant No.2 — Contract 2: Raw Water Transmission Main US19 Crossing Project November 2012 4 Photo 4 — Looking east at the City Water Treatment Plant No2 site. City of Clearwater Water Treatment Plant No.2 — Contract 2: Raw Water Transmission Main US l9 Crossing Project November 2012 201 2- - H- 1clCi -�L- LL rwater U Engineering Department 100 S. Myrtle Avenue, Clearwater, Florida 33756 oe ir ofjyF WATER TREATMENT PLANT NO.2 - CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT (10- 0039 -UT) OIDSMAR SAFETY IIARROR �••• 4 io anaAMOs, Water Treatment Plant No. 2 Arilfr ` 0' HA/y0 '�. *I CITY OFFICIALS //niiIi10 George N. Cretekos Mayor Seat 1 Doreen Hock - DiPolito Councilmember Seat 2 Jay Polglaze Councilmember Seat 3 Bill Jonson Councilmember Seat 4 Paul F. Gibson Councilmember Seat 5 William B. Horne II City Manager Tracy Mercer Public Utilities Director Michael D. Quillen, P.E• City Engineer Approved By Date Approved l:Yll' ENCI R Icy 19201L NI I R MII;IIAIt.II, Witt," Ft- RATE PINELIAS MAINTENANCE 100% DRAWINGS Plan Set No. 2012024 DRAWING INDEX SHEET DRAWING DESCRIPTION GENERAL 001 001 COVER SHEET 002 G02 DRAWING INDEX 003 G03 GENERAL NOTES 004 G04 LEGEND AND ABBREVIATIONS CIVIL 005 CO1 PIPELINE DRAWING KEY PLAN 006 CO2 COACHMAN ROAD PLAN AND PROFILE (STA. 299 +80 TO STA. 305 +80) 007 CO3 COACHMAN ROAD PLAN AND PROFILE (STA. 205 +80 TO STA, 311 +80) 008 C04 COACHMAN ROAD PLAN AND PROFILE (STA. 311 +80 TO STA, 315 +80) 009 COS BAYPARK APARTMENTS PLAN AND PROFILE (STA. 319 +80 TO STA. 325 +80) 010 CO6 MID —BLOCK UTILITY EASEMENT PLAN AND PROFILE (STA 325 +80 TO STA. 329 +80) 011 C07 US 19 CROSSING AT MID —BLOCK UTILITY EASEMENT PLAN AND PROFILE (STA. 329 +80 TO STA. 334 +80) 012 COB BACK DOOR UTILITY EASEMENT PLAN AND PROFILE (STA. 439 +80 TO STA. 445 +80) 013 C09 BACK DOOR UTIUTY EASEMENT PLAN AND PROFILE (STA. 442 +80 TO STA. 447 +80) 014 CIO BACK DOOR UTILITY EASEMENT AND PROFILE (STA. 445 +80 TO STA. 451 +80) 015 Cif DREW STREET PLAN AND PROFILE (STA. 399 +80 10 STA. 405 +80) 016 C12 DREW STREET PLAN AND PROFILE (STA 405 +80 TO STA-. 411+80) 017 C13 DREW STREET PLAN AND PROFILE (STA, 411 +80 TO STA. {17 +80) 018 C14 DREW STREET PLAN AND PROFILE (STA. 417 +80 TO STA. 423 +80) 019 015 DREW STREET, MIDBLOCK & BACK DOOR UTILITY EASEMENT CROSS SECTION 020 C16 BACK DOOR UTILITY EASEMENT CROSS SECTION 021 C17 CML DETAILS 022 C18 CIVIL DETAILS 023 C19 CIVIL DETAILS 024 C20 WATER DETAILS 025 021 gROSION CONTROL DETAILS 026 C22 EROSION CONTROL DETAILS 027 C23 MAINTENANCE OF TRAFFIC 028 C24 MAINTENANCE OF TRAFFIC 100% DRAWINGS ST AMMO •r.A. 0 C: 100% DRAWINGS JRS 11/30/1 APPROVED BO "!RF'1B FmER"0`51a{ Ps B Amy B: 90% DRAWINGS A: 60% DRAWINGS REVISION .195 IRS By 8/1/12 5/8/12 OM1IE CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 100 S. Myrtle Ave Clearwater, FL 33756 WATER TREATMENT PLANT NO. 2 - CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT DRAWING INDEX 002 Tompa NAM nl I • Dui m -00/ Ku rage wwvl�a Fr. 6cur, CMARACI 2001.1 2024 ID.' 102006 oArz 11/30/12 MEMO VT NTH w BE o.oue rr *Ili .r OMA 002 a Ott 00010 13013.10 0 ODUM. P.O I 13121 BAR 1 ;oual =Ie Roth: z: \CITY Gi• CLEARWATER \12009754 PO WTP \CAD() \CONIRAC.7 2\003 G03AWG ES SCHEUERMAN Rev on:1* /7/2012 10:20 AM Porent Street SetCIW Ri1 — CONTRA GENERAL NOTES: 1 LOCATIONS. ELEVATIONS, ANC 040ENSCM5 OF EXISTING UTEI11E5, STRUCTURES AND OTHER FEATURES ARE SHAW ACCORDING TO 111E BEST INFORMATION AVAILABLE AT THE 114E OF PREPARATION O THESE PLANS. BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. THERE MAY BE OTHER IMPROVEMENTS, UTILITIES, ETC WNW ARE AURA THE PROJECT AREA AND LINEN HAVE BEEN INSTALLED AND CONSTRUCTED SINCE THE PREPARATION OF THESE PLANS THE CONTRACTOR SHALT WREN, PRIOR TO CONSTRUCTION, THE LOCATIONS, ELEVATIONS AND DIMENSIONS O ALL EXISTING U TILITIES, STRUCTURES AND OTHER FEATURES (WHETHER OR NOT 047614 ON THE PLANS) AFfECTNG 1715 WORK PRIOR TO COMMENCEMENT OF CONSTRUCTION. ANY DEVIATIONS fR044 THEX PLANS MUST BE APPROVED BY THE ENGINEER PRIOR 10 IMPLEMENTATION. 2 THE INFORMATION PROVIDED IN THESE PLANS 15 SOLELY 10 A55151 THE CONTRACTOR N 055E55NG THE NATURE AND EXTENT OF THE EXISTING CONDITIONS WHICH MAY RE ENCOUNTERED WRING THE COURSE O WORK ALL CONTRACTORS ARE DIRECTED. PRIOR TO ERODING. TO CONDUCT WHATEVER INVE5TGA0ION NECESSARY TO DETERMINE THE ACTUAL CONDITIONS THAT WLL BE ENCOUNTERED 3 THE CONTRACTOR SHALL NOTIFY THE OWNER'S PROJECT REPRESENTATIVE IMMEDIATELY WEN CONFLICTS BETWEEN DRAWINGS AND ACTUAL CONDITIONS ARE DISCOVERED. 4 EXISTING UTILITIES 10 INDIVIDUAL PROPERTIES ARE NOT SHOWN ON THE DRAWINGS THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD LOCATING AND PROTECTING ALL SERVICES AND FOR MAINTAINING THEM Al ALL 11ME5 CONTRACTOR SHALL CONINM LOCATOR (VERTICAL & HORIZONTAL) OF ALL POTABLE WATER SERVICE ONES & WASTEWATER MAINS OR OTHER EXISTING UTILITIES WITHIN 11E PROJECT COLRIOOR PRIOR TO EXCAVATNO AND /OR DIRECTIONAL DRILLING 5 IT SHALL BE ME CONTRACTOR'S RESPONSIBILITY TO LOCATE, PROTECT. AND SUPPORT ALL EXISTING U11UTIE5 ON THIS PROJECT. CONTRACTOR SHALL COORDINATE WTH ALL OTHER UTILITY OWNERS FOR THE RESOLUTION OF CONFLICTS. ANY COSTS INWRREO SHALL BE BORNE BY 7111 CONTRACTOR AND NO CLAMS MAY BE MADE AGAINST THE PROJECT OWNER FOR THESE CONFLICTS. 6 ANY DAMAGE CAUSED BY THE CONTRACTOR'S WORK SHALL BE REPLACED OR REPAIRED SOLELY Al 1141 CONTRACTOR'S EXPENSE 7 THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WTH ALL JURISOIC1104101 BODIES AND UTILITY COMPANIES VA NN THE WORK 110115, THE CONTRACTOR SHALL P RONDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES IN ORDER TO PERMIT THE LOCATION O 1X51I046 UNDERGROUND UTILITIES IN ADVANCE O CONSTRUCTION CONTACT UTILITIES NOTVICATION CENTER AT BIT. THE CONTRACTOR SHALL NOT BE COMPENSATED FOR ANT DELAYS DUE TO HIS FAILURE TO LOCATE ALL EXISTING UTILITIES PRIOR TO (AND AHEAD O) PLANNED CONSTRUCTION AREAS 8 ALL UNDERGROUND UTILITIES 1.405T BE IN PLACE ANC TESTED OR IN5PECTE0 PRIOR 10 FINAL BASE AND PAVEMENT CONSTRUCTOR (A5 APPLICABLE). 9 IT I5 THE CONTRACTOR'S RE5PONS19uT7 10 BECOME FAMILIAR MTH THE PERMIT AND INSPEC7044 REQUIREMENTS SPECIFHD BY THE VARIOUS GOVERNMENTAL AGENCIES ANO THE ENGINEER AND TO SECURE ANY ADDITIONAL PERMITS THAT ARE REQUIRED THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL. STATE AND FEDERAL REGULATIONS 10 500 ALL AREAS LEFT BARREN AND OR 0151URBED BY CONSTRUCTION IN ACCORDANCE MTH THE 1EORNOAL SPECIFICATIONS 11 111E O SOO USED TO RESTORE OWNER - MAINTAINED AREA IN RIGHT O WAY SHALL BE COORDINATED WITH THE OWNER 12 THE CONTRACTOR SHALL REPLACE ALL PAVING, 5108)00ED EARTH. CURBS. DRIVEWAYS. SIDEWALKS, ETC WITH MATERIALS OE THE SAME TYPE CR BETTER TIAN MAT REMOVED DURING CONSTRUCTION 1.3 EXISTING PLANT MATERIAL WTHIN AFFECTED LANDSCAPED AREAS SHALL BE CAREFULLY REMOVED. POTTED AND PROPERLY STORED AND MAINTAINED FOR SUBSEQUENT REPEAT/ ENG UPON COMPLETION O WORK IN THE AREA, REMOVED PLANTS OR THEIR REPLACEMENTS AS NECESSARY SHAH BE REPLANTED. FERT7IZE0 AND WATERED. 14 A REGISTERED LAND SURVEYOR (FLORIDA LICENSED P544) AT THE CONTRACTOR'S EXPENSE SHALL RESET ALL SECTION CORNERS OR PROPERTY CORNERS DISLOCATED OR DISTURBED BY THE CONSTRUCTION ACTMOES 15 PIPE LENGTHS SHOWN ON THE PLANS ARE APPR0X1MA1E ACTUAL LENGTHS ARE TO BE DETERMINED BY THE CONTRACTOR WRING CONSTRUCTION 16 ALL EXISTING AND NEW VALVES, VALVE TAXES, AND MANHOLES SHALL BE PROTECTED ANO ADJUSTED TO FINISHED GRADE AS SHOWN •4 THE PLANS ALL VALVES AND VALVE BOXES SHALL REMAIN ACCESSIBLE Al ALL TIMES ALL VALVES THAT NICHT BE COVERED DURING CONSTRUCTION SHALL BE MARKED WITH A MARKER (GREEN FOR SEAR, BLUE FOR WATER AND PURPLE FOR REUSE) THAT 15 A MIN OF 4 FEET ABOVE GRADE CONTRACTOR TO COORDINATE VALVE CONTROL MTH THE INSPECTOR ALL VALVES UNDER CONSTRUCTION ARE 10 REMAIN CLOSED DURING CONSTRUCTION 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL O ANY UNSUITABLE MATERIAL FROM HIS OPERATION FURNISHING AND COMPACTING SUITABLE REPLACEMENT BACKER'. MATERIAL SHALL BE N ACCORDANCE MM ALL FEDERAL. STATE, AND LOCAL REGULATIONS. 18 THE CONTRACTOR 15 RESPONSIBLE FOR PROPER NOTIFICATION O INSPECTING AUTHORI TIES BEFORE AND DURING CONSTRUCTION. p(NELLAS COUNTY R/W CONSTRUCTION NOTES; I THE EXISTING ROADWAY PAVEMENT 15 NOT TO BE OPEN CUT OR DISTURBED ALL UTILITY CROSSINGS SHALL BE BY DIRECTIONAL DRILL PER FOOT 81LITIE5 ACCOMMODATION MANUAL 2 ALL PROPOSED WORK MUST COMPLY WITH THE F00T 'ROADWAY PLANS PREPARATION MANUAL (LE. PPM). 3 ALL RIGHT -Of -WAY INSTALLATIONS W.LL BE 111 ACCORDANCE MTH PRACTICES REFERENCED IN THE STATE OF FLORIDA WRITES ACCOMMODATIONS MANUAL 4. ALL DESIGN AND CONSTRUCTION MUST CONFORM 10 THE MINIMUM STANDARDS SET D0%M IN PINELLAS COUNTY LAND DEVELOPMENT, ZONING AND/OR RELATED ORDINANCES, AND MINIMUM TESTING FRE00ENCY REOUHREMENT5 5. API AND BARRICADES SHALL BE IN ACCORDANCE WITH THE U.S. DEPARTMENT OF TRANSPORTATION'S 'MANUAL O UREMIA TRAFFIC CONTROL DEVICES' AND THE FLORIDA DEPARTMENT OF TRANSPORTATION'S 'ROADWAY AND TRAFFIC DESIGN STANDARDS' INDEXES 600 THROUGH 670 (LATEST 00111 N5) 6 SAFE PEDESTRIAN TRAFFIC 15 TO BE MAINTAINED AT ALL TIRES 7. MY SIDEWALK WHICH BECOMES UNDERMINED MUST BE REMOVE0 AND REPLACED. SIDEWALKS ARE TO BE RECONSTRUCTED MAIN THREE (3) DAYS AFTER REMOVAL AMEN EXISTING SIDEWALK IS REMOVED, IT 15 TO BE REMOVED 10 THE NEAREST JOINT. 8 INSTALLATIONS INVOLVING CONCRETE AND ASPHALT DRI VEIN AY IN GOOD CONO111017 MUST BE ACCOIPUSHED BY JACK AND BORE OR PUSHING NO JETTING WILL BE ALLOWED 9 COMPACTION FOR PIPE BACKFILI SHALL COMPLY MTH AA5HT0 1 -99 (100X) ID DISTURBED AREA MAIN 1741 RIGHT-OF-WAY MIL BE COMPACTED TO 1002 00 MAXIMUM DENSITY AND SOWED 11 DO 901 0154080 18451ING UNDERDRMN OR STORM SYSTEMS IF 1111RAT1014 BED 15 DISIURIIED. CONTACT THE AREA INSPECTOR MTH THE PINELLAS COUNTY HIGHWAY DEPARTMENT AT 464 -8900 FOR ASSISTANCE 11 RF51/RA11ON O OTTIRET STREET. DRIVEWAYS AND PLAGEME411 O 500 SHALL BE COMPLETED PRIOR TO EXCAVATOR STARTING IN ANOTHER AREA BY SAME CONTRACTOR 13 NO 5TOCKPLING OF MATERIAL W ROADWAY OR ON 510CWALK; ALL DIRT AND DEBRIS WILL BE REMOVED FROM JOB SITE DAILY. ROADS AND SIDEWALKS TO BE SWEPT DAILY AS PART O DARY GFAN -UP. 44 ANY PORTION O THE ROADWAY THAT SUSTAINS EXCESSIVE CONSTRUCTION RELATED DAMAGE, IN THE OPINION O PINELLAS COUNTY HIGHWAY DEPARTMENT, SHALL BE REPAIRED AT CONTRACTOR EXPENSE IN A MANNER SPECIFIED RY PINELLAS COUNTY HIGHWAY DEPARTMENT 15 PRIOR TO COMMENCEMENT O WORK AND /OR PRIOR TO S1AR1 Of RESTORATION, COORDINATE THROUGH A VALK- THROUGH' MTH PINELLAS COUNTY HIGHWAY DEPARTMENT REPRESENTATIVE TO ENSURE MUTUAL AGREEMENT REGARDING SUCH MATTERS AS EXTENT OF ROADWAY TO BE OVERLAID AFTER PATCHING. THE EXTENT 01 DRIVEWAY REPLACEMENT - ESPECIALLY CONCRETE, ETC 16 UTILITY 04STALLAi10N5 AND BORE PIT EXCAVATIONS SHALL N01 OCCUR VANN 5 FEET OF THE EDGE OF PAVEMENT ALONG ANY PINELLAS COUNTY MAINTAINED ROADWAY 17. SIDEWALK CURB RAMPS DISTURBED BY THIS CONSTRUCTION SHALL BE REPLACED PER FOOT INDEX 1304. 18 THE PER01011104 ATTENTION IS 0RE1TE0 10 THE PR0445ON5 Or THE TRENCH SAFETY ACT (FLORIDA STATUTES, SECTION 55360 ET 710) AND THE OCCUPATIONAL SAFETY AND HEALTH ADMNISTRATION EXCAVATION SAFETY STANDARDS (29 CFR SECTION 1926.657, SUBPART B) WHICH SHALL APPLY TO CONSTRUCTION, OPERATION AND MAINTENANCE PURSUANT TO MIS PENNI 19 TIM OF S00 USED TO RESTORE OM4ER- LH11400INEO AREA IN RIGHT -01-801 SHALL BE COORDINATED WITH OWNER 20 NO STREET SHALL BE CLOSED AMATO THE WINTIEN PERM5SW O THE PINELLAS COUNTY TRAFFIC DIVISION AT LEAST 48 HOUR ADVANCE COORDINATION IS 8100)810 21. THE RESTORATION O PAVEMENT OPEN CUTS SHALL BE IN ACCORDANCE 8410 PC INDEX 11291 UTILIZING THE FLOWABLC FOOL OPTION (SEE DETAIL ON PLAN5). 21 ENE ROADWAY PAVEMENT SHALL BE MILLED 014D RESURFACED LIMITS TO BE 411)114014 25 FEET 70 EACH 5101 O THE DISTURBED AREA FOR A FULL LANE WIDTH FOR EACH LANE IMPACTED 23 LANE CLOSURES SHALL NOT OCCUR WRING THE PEAK HOUR PERIODS OF 7:00 AM TO 9.00 AM AND 4:00 PM TO 7:00 PM TRANSMISSION MAIN SYSTFM NOTES' CONSTRUCTION: 1 GWEN /ARON AIR VALVE LOCATIONS ARE APPROXIMATE CONTRACTOR TO LOCATE AIR TALK AT HIGH POINT ALONG PIPELINE BASED ON ACTUAL CONSTRUCTED PROFILE 2 ALL PVC PIPING SHALL CONFORM TO AIWA STANDARD 0900 OR 1909 AND HAVE A MAXIMUM DIMENSION RA00 Cr 19. ALL HOPE PIPING SHALL CONFORIA TO AIWA C906 AN7 HAVE AN OUTSIDE DIAMETER CORAL TO DIP PIPE FOR 7HE SAME SIZE AND A MINIMUM 041N90N RATIO OF 11, UNLESS OTHERWISE NOTED PIPE SHALL HAVE A MIAMUM PRESSURE RATING OF 150 PSI 3 ALL TRANSMISSION MAINS SHALL BE RESTRAINED JOINT (4J) AND INSTALLED BY DIRECTIONAL DRILL METHOD WHERE POSSIBLE OR UNLESS SHOWN 01HERW5E ON THE DRAWINGS CONTRACTOR SHALL RESTRAIN PIPE AND FITINGS IN ACCORDANCE MTH THE RESTRAINT TABLE SHOWN ON THE DETAIL SHEETS. CONTRACTOR TO RESTRAIN EXISTING PIPE %MERE REWIRED IN ACCORDANCE MTH THE RESTRAINT TABLE. CONTRACTOR SHALL USE RESTRAINED JENT5 ONLY; NO CONCRETE THRUST BLOCKS OR THRUST COLLARS SHALL BE PERMITTED. 4 COORDINATE 141 -045 TO EXISTING CITY MAINS MTH CITY PERSONNEL EXISTING VALVES SHALL BE OPERATE0 BY THE CITY O CLEMWAIER. CONTRACTOR SHALL BE RESPONSIBLE FOR DRAINING EXISTING MAINS AS NEE0E0 5 ALL PIPE SHALL BE PRESSURE 1E51E0 AND LEAK 1E51E0 IN ACCORDANCE AIM ANNA STANDARD C -600 AND THE SPECIFICATIONS 6 DURING CONSTRUCTION WHENEVER ANY PIPELINE IS LEFT UNATTENDED, TEMPORARY PLUGS SHALL BE INSTALLED AT ALL OPENI0/05 TEMPORARY PLUGS SHALL BE WATER TIGHT, AND O SUCH DESIGN 10 PREVENT ENTRY INTO THE PIPE. 7 SEPARATORS: A HORIZONTAL SEPARATOR O 3 FEET (EDGE TO EDGE) SHALL BE MAINTAINED 8ETWEEN RAW OR FRESH WATER MAINS AND RECLAIMED WATER OR WATER MAINS INCLUDING SERVICE/T ETER BOXES A MINIMUM HORIZONTAL SEPARATION O 6 FEET (EDGE TO EWE) SHALL BE MAINTAINED BETWEEN RAW WATER MAINS AND ALL WASTEWATER MAINS. FLORIDA DEPARTMENT OF ENNRONMENIAL PROTECTION (FDEP) REWIRED PIP040 SEPARATIONS SHALL BE MAINTAINED AT ALL TIMES. A VERTICAL CLEARANCE O 18 INCHES SHALL BE MAINTAINED BETWEEN THE RAW CR FRESH MAINS AND All WASTEWATER MANS, OR RECLAIMED WATER MAINS 8 ALL MAIN5 SHALL HAVE A MINIMUM O 36 INCHES OF COVER & A MAXIMUM OF 6 FEET O COVER UNLESS SHOWN OTHERWISE PROVIDE A MINIMUM OF 3 FEET O COVER OVER UTUOES AT ALL DITCH CROSS/NOS 9 ALL ROADWAY CROSSINGS ARE TO BE CONSTRUCTED BY DIRECTIONAL DRILL 141TH00 UNLESS 018104 SE INDICATED ON THE PLANS 10 SAW 001 EXISTING 100E -O- PAVEMENT PRIOR TO ASPHALT OR CONCRETE REMOVAL, OR AS REWIRED BY FOOT OR PINELLAS COUNTY WHEN MAIN THOSE ROW LIMITS 11 NSTALLA110445 INVOLVING CONCRETE AND ASPHALT DRIVEWAY, IN G000 CONDITION, MUST BE ACCOMPLISHED BY DIRECTIONAL DRILL METHOD 110 JETTING ALL BE ALIENED 12 THE CONTRACTOR SHALL FIELD VERIFY THE CONNECTION PORTS (INCLUDING, BUT NOT LIMIIE0 T0, LOCATIONS AND ELEVATIONS OF 01100E5) PRIOR TO THE COMMENCEMENT OF CONSTRUCTION ALL DI5CREPM1E5 SHALL BE REPORTED 10 THE ENGINEER O RECORD IMMEDIATELY. 13 DISTURBED AREAS WITHIN THE RIGHT OF WAY WILL BE COMPACTED 10 9018 O MAXIMUM DENSITY AND SODDED ALL OPEN CUT AREAS TO BE 004PAC1E0 TO 95% MODIFIED PROCTOR IN OPEN AREAS COMPACTION FOR PIPE BEDDING SHALL COMPLY WITH AA5H10 T -99 (100X} 14 THE CONTRACTORS ATTENTION 15 DIRECTED TO THE PROVISIONS O THE TRENCH SAFETY ACT (FLORI0* STATUTES 5CTON 553.60 ET. SE0) AND THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION EXCAVATION SAFETY STANDARDS (29 CFR SECTION 1926650, SUBPART B) WINCH SHALL APPLY TO ALL CONSTRUCTION 15 DO NOB DISTURB 00511 60 UNDER DRAIN ON STORM SYSTEMS IT FILTRATION BED IS DISTURBED, CONTACT THE AREA INSPECTOR. 16 COORDINATE THE 1011106 O DRIVEWAYS WITH OVER PRIOR 10 CU1 All DRIVEWAYS WILL BE IN PASSABLE CONDITION AT THE END OF THE WORK DAY 17 CONCRETE DRIVEWAYS PERMITTED TO BE CUT ARE TO BE RESTORED WITH 6' O 3000 PSI CONCRETE WTH 8' X 6' 100A WYE PLACE 1/2' EXPANSION JOINT BETWEEN BACK O GURB AND NEW DRIVE ANY PORTON OF DRIVEWAY AT OR NEAR CIO THAT BECOMES UNDERMINED MLL BE REMOVE() PRIOR TO CONCRETE BEING PLACED EXISTING CRACKS IN DRIVEWAYS ARE TO BE DOCUMENTED AS PRE - EXISTING OR THAT SECTION REPLACED AT PINELLAS COUNTY OR THE CITES OPTION AREA BENEATH PATCH 10 BE MECHANICALLY TAMPED PRIOR 10 PLACING CONCRETE MINIMUM REPAR MOTH 10 BE 5' WITH 040 SECTIONS LEFT SMALLER THEN 5'. I8 ASPHALT DRIVES PERMITTED TO BE CUT ARE TO BE RE500RED UTILIZING NE SAME IAATERIAL AS EXISTING BASE MTH MINIMUM 6' THICKNESS ASPHALT TO BE PC -3 OR ALTERNATE APPROVED BY PINELLAS COUNTY HIGHWAY DEPARTMENT OR THE CITY PRIOR 10 USE ASPHALT IS TO BE COMPACTED TO ACHIEVE DENSITY REQUIREMENTS FOR PC -3 RECEIPTS AND DELIVERY TICKETS SHOULD REELECT SUPPLIER AND HIS CERTIFICATION AS TO TYPE O ASPHALT SUPPLED 19 RESTORATION OF CURB, STREET, DRIVEWAYS AND PLACEMENT OF 500 SHALL BE COMPLETED PRIOR TO EXCAVATION STARTING IN AR07HER AREA BY 504E CONTRACTOR 20 PLACE EXPANSION JOINT5 BETWEEN BACK-Of -OAR 0070 CONCRETE DRIVEWAY 21 ANY DISTURBED AREAS IN THE FOOT R/9 SHALL BE RESTORED 10 EOIAL OR BETTER THAN THE PRE - EXISTING COND1110N. ALL REPAIR5 SHALL BE DONE PLR FOOT STANDARD t SPECIFICATIONS 22 WHERE FORCE MAINS. WATER MA015, OR REUSE MAINS ARE LAID WORM USE O FITTINGS, THE MAXIMUM DEFLECTION SHALL RE 00X0E THAT RECOMMENDED BY THE MANUFACTURER 23 11 SHALL BE THE RESPONSIBILITY O THE CONTRACTOR TO PHOOUCE, ANNIE AND OBTAIN APPROVAL OF REPRODUCIBLE 'AS- BUILT' DRAMAS FROM JURISDICTIONAL AGENCIES AS MAY BE REWIRED 24 THE 'A5- BUILT' DRAWINGS TO BE PREPARED BY THE CONTRACTOR AND SUBMITTED AT THE TIME OF THE REQUEST FOR A LETTER Of RELEASE TO PLACE THE CONSTRUCTION INTO SERVICE ALL CLEARLY DEPICT THE VERTICAL CLEARANCES OETMEE44 WATER, WAR (INCLUDING STORM) AND REUSE LINES AT ALL CROSSINGS ANO PARALLEL RUNS WERE THE HORIZONTAL SEPARATION 15 LESS THAN 10 FEET. W ADOTON, 1111 CENTER O UNCUT LENGTHS OF PIPE (USUALLY 20 FEET) Al POINTS GE CROSSINGS MALL BE DOCUMENTED ON THE DRAWINGS AND ALL 4171GAf10N 00N516001ON MEASURES CLEARLY DE9CIEO IN CASES WHERE A MINIMUM OF 10 INDIES a VERTICAL CLEARANCE BETWEEN THE WATER AND SEWER (WCLUONG STORM) LINES IS 1101 POSSIBLE MAINTENANCE OF TRAFFIC' 1 ALL PROPOSED WORK MUST COMPLY NTH FOOT NCO 110 600 2 ALL RIG011 -00 -WAY INSTALLATIONS WLL BE IN ACCORDANCE MTH PRACTICES REFERENCED IN THE STATE OF FLORIDA UTILITY ACCOMMODATIONS MANUAL 3. SAFE P1015IRIAN TRAFFIC 15 TO BE MAINTAINED AT ALL TRIES NO PEDESTRIAN PATHWAY I5 TO BE REMOVED, BLOCKED OR DISTURBED WITHOUT HAVING A SUFFICIENT DESIGNATED TEMPORARY PEDESTRIAN PATHWAY M14 ALL APPROPRIATE PEDESTRIAN MAINTENANCE OF TRAFFIC AGN5 (INDEX 660) IN PLACE PRIOR TO PATHWAY BEING AFFECI10. 4. SIGNS AND BARRICADES SHALL BE IN ACCORDANCE MTH THE U.S. DEPARTMENT O TRANSPORTATION'S "MANUAL OR UNIFORM TRAFFIC CONTROL DEVICES" AND THE FLORIDA DEPARTMENT O TRANSPORTATION'S "ROADWAY AND TRAFFIC DESIGN STANDARDS' INDEXES 600 THROUGH 670 (LATEST EDITION) 5 AT LEAST ONE LANE OF TRAFFIC WILL BE OPEN AT ALL TIMES YMENEVER TRAFFIC 15 REDUCE0 TO ONF LANE, 'FLAGMEN AND FLAGMEN MEAD' SIGNS 11I11 BE UTILIZED APPROPRIATE BARRICADES AND 'CONSTRUCTION AHEAD' SIGNS STEAL. BE UTILIZED PER FOOT MANUAL TRAFFIC CONTROL 1HR0004 WORK ZONE NO LANE CLOSURES ARE ALLOWED WITHOUT 48 HOURS NOTIFICATION TO THE DEPARTMENT & PRIOR APPROVAL BY THE FOOT INSPECTOR ALL MAINTENANCE O TRAFFIC SHALL COMPLY NW FOOT DESIGN STANDARD INDEX GOO - 670 k THE MANUAI ON UNIFORM TRAFFIC CONTROL DEVICES. 6 MAINTENANCE OF TRAFFIC MAIN PINELLAS COUNTY AND 1601 RIGHT -O' -WAYS HILL USE FOOT STANDARD INDEX NO 600, AS APPLICABLE 7 CONTRACTOR MP HAW A CERTIFIED MOT EMPLOYEE ON SITE B ALL DAMAGED CUT TRAFFIC SIGNAL INDUCTION LOOPS SHALL BE RESTORED / REPLACED AT THE CONTRACTOR'S EXPENSE CONTRACTOR SHALL COORDINATE MTH CIA OR COUNTY STAFF AS APPLICABLE 10 ANY EX151WG LOOPS BEING ON TO MAKE SIGNAL ADJUSTMENTS OUTING CONSTRUCTION SURVEY NOTES' 1. SURVEY PROVIDED 8Y: - CITY O CLEARWATER FOR ALL PARK SITES /CITY MINED PROPER11E5 - POLARIS ASSOCIATES, INC. (ALL ROW LIMITS) 2165 SUNNYONE 01.11), SUITE D, CLEARWATER, FL 31765 3 THE HORIZONTAL DATUM I5 FLORIDA STATE PLANE COORDINATES. N AD 63 -96, RORIDA VEST ZONE 4 ME VERTICAL DATUM I5 N A 0.0 1998 TRFE PROTECTION SCOPF: WERE PROPOSED ATE IMPROVEMENTS INVOLVE ANY CONSTRUCTION ACII4TIE5 ADJACENT TO ANY PROTECTED TREES. PARTICULARLY BENEATH THE ORIPLNE /CANOPY OF AN EXISTING TREE, THE CONTRACTOR WLL BE REQUIRED TO INSTALL THE CITES APPROVED TREE BARRICADES THE REWIRED CITY TREE BARRICADES MUST BE INSTALLED, INSPECTED AND APPROVED BY THE CITY'S ENGINEERING REPRESENTATIVE, PRIOR TO MOBILIZATION OR THE START OE CONSTRUCTION ACTIVITIES ADJACENT 70 ANY PROTECTED TREE. CONSTRUCTION ACTIVITIES INCLUDE, BUT ARE 1401 LIMITED TO THE STAGING, STORAGE OR PARKING Of VEHICLES, EQUIPMENT, MATERIALS AND DEBRIS 111 ADDITION, AN INTERNATIONAL SOCIETY OF ARBORICULTURE (ISA) CERTIFIED ARBORIST SHALL PERFORM, ON DIRECTLY SUPERVISE AN1 AND ALL REQUIRED TREE TRIMMING/PRUNING ACTIVITIES REWIRED BY DIE CONSTRUCTION . THE GOYS ENGINEERING REPRESENTATIVE FOR TREE PROTECTION ISSUES IS IOC KURTZ, SENIOR LANDSCAPE ARCHITECT, IN THE CITY OF CLEARWATER'S ENGINEERING DEPARTMENT AT (727) 562 -4737 TREE PROTECTION NOTES: 1 THE CONTRACTOR MIL BE RESPONSIBLE FOR ADHERING TO ALL TREE PROTECTION MEASURES REWIRED BY THE CITY O CEMWAIER'S C00E5, ORDINANCES ANO STANDARD SPECIFICATIONS. THIS MALL INCLUDE ALL TREE BARRICADES, ROOT PRUNING AND TREE TAMING/PRUNING ACTIVITIES THESE REQUIREMENTS VALE APPLY WHIN IRE SPECIFIED U44115 O MORK, AND NU. 0150 BE APPLICABLE IN ALL AREAS ACRE NH (MIRAGE /1R AND/OR HIS 54000NMACTORS STAGE, STORE OR PARK VEHICLES, EQUIPMENT, MATERIALS AND DEBRIS 2 ALL TREE PRUNING AND /0R ROOT PRUNING ON EXISTING TREES TO BE PRESERVED WILL ONLY BE PERFORMED BY OR UNDER THE DIRECT SUPERVISION Of AN INTERNATIONAL 500111 OF ARBORICULTURE 050) GER11FIE0 AMORIST. FURTHERMORE, ALL TREE WORK SHALL CONFORM TO THE AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) 2001, AINEOCAtl NALRONALSIBEnsfEELMU esAracts_cenutsa.taaA.zo. - . .. 3 WHERE CALLED FOR ON THE PLANS, INSTALL TREE BARRICADES. EROSION CONTROL/SILT FENCING OR OTHER APPROVED PR0TECTLE BARRIERS AROUND ALL TREES 10 BE PRESENTED, PER CITY STANDARD DETAIL. WHERE APPLICABLE, PROTECTIVE BARRIERS MU BE PLACED W ROOT PRUNE TRENCHES 4 PRIOR TO ANY FIELD CHANGES TAKING PLACE. IT MALL RE THE CONTRACTOR'S RESPONSIBILITY TO RENEW THE POTENTIAL IMPACTS TO 10151■40 TREES W1H 195 CERTIFIED ARBORIST, ANO INCLUDE ANY AND ALL RECOAMENDEO TREE PROTECTION MEASURES N HIS PROPOSAL TO MODIFY 144E APPROVED DESIGN THE CITY'S ENGINEERING REPRESENTATIVE MUST APPROVE, IN WRITING. ANY CHANGES TO THE APPROVED DESIGN PRIOR TO IMPLEMENTATION OF SAI0 CHANGE. 5 THE CONTRACTOR WLL AVOID ANY OPEN EXCAVATIONS, FILL OR OTHER CONSTRUCTION ACTIVITIES WHENEVER POSSIBLE WTHIN THE CRITICAL ROOT ZONE OF ANY EXISTING TREE (I E , UNDER THE DRFLINE /CANOPY) 6 MERE CONSTRUCTION ACTIVITIES ARE ANTICIPATED TO LAST FOR AN EXTENDED PERIOD O TIME NEAR EXISTING TREES, THE CONTRACTOR SHALL INSTALL AND MAINTAIN CITY APPROVED TREE BARRICADES AS SHOWN N THE STANDARD DETAILS AND APPROVED BY THE CITES ENGINEERING REPRESENTATIVE 7 WUOOGXP5, MULCH OR ANOTHER CUSHIONING SURFACE MATERIAL. APPROVED BY THE CITY'S ENGINEERING REPREWNTATITE SHALL BE PI ACED TO A MINIMUM DEPTH OF 10 OVER AREAS MHERE ROOTS ARE PRESENT AND CONSTRUCTION TRAFFIC OCCURS. 6 ALL TREE PROTECTION MEASURES SHALL REMAIN IN PLACE AT ALL TIMES DURING CONSTRUCTION INTL THE CITY'S ENGINEERING REPRESENTATIVE AUTHORIZES REMOVAL 9 THE CONTRACTOR ALL COORDINATE MTH THE CITES ENGINEERING REPRESENTATIVE, TIM KURTZ 0 (727) 562 -4737, TO OBTAIN APPROVAL IN ADVANCE O ANY AND ALL WORK WITHIN THE CRITICAL ROOT ZONE O ANY EXISTING TREE TREE LOCATION: I ALL TREE PRUNING AND /CR ROOT PRUNING ON EXISTING TREES TO REMAIN SHALL ONLY BE PERFORMED BY OR UNDER THE DIRECT 5UPERNSON OF AN INTERNATIONAL SOCIETY OF ARBORICULTURE (ISA) CERTIFIED ARBORIST FURTHERMORE. ALL TREE WORK SHALL CONFORM TO THE AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) 2001. AMERICAN NATIONAL STANDARD FOR TREE CARE OPERATIONS - TREE, SHRUB AND OTHER WOODY PLANT MAINTENANCE - STANDARD PRACTICES (PRUNING) ANA 0300 2. WHERE REWIRED, INSTALL TREE BARRICADES, EROSION CONTROL /SILT FENCING CR OTHER APPROVED PROTECTIVE BARRIERS AROUND ALL TREES TO BE PRESERVED, PER C111 STANDARD DETAIL WHERE APPLICABLE PROTECTIVE BARRIERS SHALL BE PLACED IN ROOT PRUNE TRENCHES 3 CONSTRUCTION MATERIALS. VEHICLE5, EQUIPMENT, SOILS, DEBRIS AND SUPPLIES SHALL NOT BE STORED WITHIN THE DRIP LINE/PROTECTIVE BARRIER AREA UNDER ANY TREE TO REMAIN. 4 VEHICLES UNDER ANY TREE SHALL NOT BE PARKED CUMIN THE DRIP LINE/PROTECTIVE BARRER AREA OF THE TREE INCLUDING STAGING AREAS 5 WOW/CHIPS. MULCH OR ANOTHER CUSHIONING SURF ACE MATERIAL APPROVED BY THE C11Y5 REPRESENTATIVE SHALL BE PLACED TO A MINIMUM DEPTH 0E 10 INCHES OVER AREAS WHERE R0015 ARE PRESENT AND CONSTRUCTION TRAFFIC OCCURS 6. All TREE PROTECTION MEASURES SHALL RERAN N PLACE AT ALL TIMES DURING CONSTRUCTION UNTIL THE CITES REPRESENTATIVE AUTHORIZES REMOVAL, ROOT PRUNING SCOPE: WHERE PROPOSED CONSTRUCTION IMPROWNENT5 INVOLVE EXCAVATION AND /OR IMPACTS TO THE CRITICAL ROOT ZONE OF PROTECTED TREES, THE CONTRACTOR SHALL BE REWIRED TO HAVE AN INTERNATIONAL SOCIETY 00 ARBORICULTURE (ISA) CERTIFIED ARBORIST PERFORM. OR DIRECTLY SUPERVISE ROOT PRUNING 10 REOVCE 114E IMPACTS OF CONSTRUCTION THE CRITICAL ROOT ZONE IS EQUIVALENT TO THE TREE'S DRIPLINE PRIOR TO ANY CLEARING, GRUBBING OR EXCAVATION ACTIVITIES, THE AFFECTED ROOTS MUST BE SEVERED BY DEAN PRUNING CUTS AT THE POINT %HERE GRUBBING OR EXCAVATION IMPACTS THE ROOT SY5TEM. ROOTS CAN 8E PRUNED UTILIZING SPECIFIED ROOT PRUNING EQUIPMENT DEsau0 FOR THAT PURPOSE OR BY HAND DIGGING A TRENCH AND PRUNING ROOTS NTH A PRUNING SAW, CHAIN SAW OR OTHER EQUIPMENT DESIGNED FOR TREE PRUNING. ROOT PRUNING BY TRENCHING EQUIPMENT OR EXCAVATION EQUIPMENT 15 STRICTLY PROHIBITED ROOTS LOCATED IN THE CRITICAL ROOT ZONE MAT MLL BE IMPACTED BY CONSTRUCTION ACTIVITIES SHALL BE PRUNED TO A MINIMUM DEPTH OF 18 INCHES BELOW EXISTING GRADE OR TO THE DEPTH OF THE PROPOSED IMPACT IF LESS THAN 18 INCHES FROM EXISTING GRADE ON ALL EN0NEERING DEPARTMENT PROJECTS, THE CITES REPRESENTATIVE A ROOT PRUNING 1-4737 IS 1144 KURTZ SENIOR LANDSCAPE ARCHITECT, VINO CAN BE REACH01 ED AT (727) 562 -4737. ROOT PRUNING NOTES: 1. ROOT PRUNING CAN ONLY BE PERFORMED BY OR UNDER THE DIRECT SUPERVISION O AN INTERNATIONAL SOCIETY OF ARBORICULTURE (ISA) CERTIFIED ARBORIST 2 ANY PROPOSED ROOT PRUNING TRENCHES SHALL BE IDENTIFIED (I E. STAKED DR PAINTED) ON SITE, INSPECTED AND APPROVED BY 114E CITY'S ENGINEERING REPRESENTATIVE PRIOR 10 ACTUAL ROOT PRUNING 3 ROOT PRUNING WLL BE PREFORMED AS FAR IN ADVANCE OF OTHER CONSTRUCTOR AIP*CISS AS IS FEASIBLE, BUT 11 A MINIMUM WLL BE PERFORMED PRIOR TO ANY IMPACTS TO THE SOIL ASSOCIATED TREE PROTECTION MEASURES SHOULD BE IMPLEMENTER UPON COMPLETION OF SAID ROOT PRV NING 4 IF THERE IS A LIKELIHOOD OF EXCESSIVE WIND AND /OR RAN EXCEPTIONAL CARE WILL BE TAKEN ON ANT ROOT PRUNING 0(1164TIE5 5 ROOT PRUNING MALL BE 1144110 TO A MNIMUM O TWELVE INCHES PER ONE INCH O THE TRUNK DIAMETER FROM THE TREE BASE. ANY EXCEPTION MUST BE APPROVED BY THE CITES ENGINEERING REPRESENTATIVE PRIOR TO SAID ROOT PRUNING 6 ROOTS MP BE CUT CLEANLY, AS FAR FROM THE TRUNK O THE TREE AS POSSIBLE ROOT PRUNING WILL BE DONE TO A MINIMUM DEPTH OF IB FROM DOSING GRADE, OR TO THE DEPTH O THE DISTURBANCE IF LESS THAN 18 7 ROOT PRUNING WILL BE PERI0RME0 USING A 005COOL ROOT CUTTING MACHINE OR EQUIVALENT ALTERNATE EO4PMENT OR 10CHNIQUE5 4U5T BF APPROVED BY THE CTY'S EN0NEERING REPRESENTATIVE. PRIOR TO ANY MIRK ADJACENT TD TREES TO BE PRESERVED. B ROOT PINNING W1LL BE 004PLE1E0. INSPECTED AND ACCEPTED PRIOR TO THE COMMENCEMENT OF ANY EXCAVATION OR OTHER IMPACTS TO THE CRITICAL ROOT ZONES O TREES TO BE PROTECTED. 9. EXCAVATIONS IN AN AREA WHERE ROOT ARE PRESENT ALL NOT CAUSE THE TEARING CR RIPPING OF TREE ROOTS ROOTS MUST FIRST BE CLEANLY SEVERED PRIOR TO CONBNUINC MTH THE EXCAVATION. OR TUNNELED MOUND TO PREVENT DAMAGE 10 THE ROOT. 10 TREE ROOTS WILL 140T BE EXPOSED TO DRYING OUT. ROOT ENDS MUST BF COVERED NTH NATIVE SOIL OR BURLAP AND KEPT MOIST UNTIL FINAL BA0IFILL OR FINAL GRADES HAVE BEEN ESTAB,15NED 11 WHEN DEEMED APPROPRIATE (EG. WRING PER1005 O DROUGHT) THE CITY REPRESENTATIVE MAY REWIRE A TEMPORARY IRRIGATION SYSTEM BF UTILIZE() IN THE REMA4ING CRITICAL ROOT 70NES OF ROOT PRUNED TREES NOTE: THE ABOVE INFORMATION I5 INTENDED FOR USE ON PROJECTS WHERE CONSTRUCTION IMPACTS TO EXISTING TREES ARE LIKELY OR EVEN UNAVOIDABLE. WHILE THIS INFORMATION COVERS A VARIETY OF ANA71045. IT CANNOT ADDRESS EVERY ONE IN THE EVENT THERE ARE QUESTIONS OR CONCERNS REGARDING TREE PROTECTION ON A PROJECT. PLEASE CONTACT THE CITY'S PROJECT INSPECTOR 14 THEY ARE UNAVAILABLE. PLEASE CONTACT TM KURTZ, SENIOR LANDSCAPE ARCHITECT IN 7141 PUBLIC WOKS ADMINISTRATION AT 727 -562 -4737. FROSION AND SEDIMENT CONTROL' 1. CONTRACTOR 5 TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (SALTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY STREETS, STORM SEVERS. AND WATERWAYS IN ADDITION, CONTRACTOR SHALL PLACE SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC 15 TO ENTER AND EMT THE SITE IF, N THE OPINION OF THE ENGINEER AND /OR LOCAL AUTHORITIES EXCESSIY QUANTITIES O EARTH ARE 1RANSP0RTE0 Off -SITE EITHER BY NATURAL DRAINAGE CR VEHICULAR TRAFFIC, THE CONTRACTOR I5 10 REMOVE AND CLEAN THE SYSTEM TO THE SATISFACTION O 111E ENGINEER AND /OR AUINORITIL5 THE CONTRACTOR 15 REWIRED TO OBTAIN !MSS. SMPPP PERMT5 AND MAINTAIN BAPS 2 THE CONTRACTOR SHALL PROVIDE ROUTINE MAINTENANCE OF PERMANENT ANO TEMPORARY EROSION CONTROL FEATURES UNTIL THE PROJECT 15 COMPLETE, 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE O ALL RETENTION AND DETENTION FACILITIES AND ALL LANDSCAPE DUFFERS, TROUGH DE ONNATION 09 TT( PROJECT. 4141) UNTIL THE WORK 15 ACCEPTED BY 144E AMER ALL DISRUPTED AREAS SHALL BE RETURNED TO THEIR ORIGINAL CONDITION DEWATERING: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR OEWATERNG, TESTING AND OBTAINING ANY PERMITS ASSOCIATED MTH DEWATERING ACTIVITIES AS OUTLINED N THE CONTRACT DOCUMENTS, INCLUDING FEES FOR SUCH, 2 DURING CONSTRUCTION, NO DIRECT DISCHARGE O WATER TO DOWNSTREAM RECEIVING WATERS HILL RE ALLOWED THE CONTRACTOR I5 RESPONSIBLE FOR MAINTAINING WATER QUALITY, AND SHALL ROUTE DISCHARGE WATER 111 SUCH A MANNER TO ADEWAIELY REMOVE SILT PRIOR TO RUNOFF FROM SITE 4 IF DEWATERING HILL BE NECESSARY FOR EXCAVATOR OR UTILITY INSTALLATION, THE CONTRACTOR SHALL OBTAIN A STATE OF FLORIDA DEPARTMENT O ENNRONMENIAL PROTECTION GENERIC PERMIT FOR THE 075CHARGE OF PRODUCED GROUNDWATER FROM ANY UNCONTAMINATED SITE ACTIVITY (PEP DOCUMENT 62- 621 300(2)) COPIES O ME PERMIT AND REQUIRED TEST RESULTS SHALL BE SUBMITTED TO THE GTY OF CLEARWATER ENGINEERING DEPARTMENT. IF THE CONTRACTOR IS CONSIDERING THE CITY STORNWA1ER SYSTEM AS A POINT O DISCHARGE, PRIOR APPROVAL I5 REWIRED. 5 FOR MORE DETAILS ON CITY 018011RING REQUIREMENTS, REFER 10 PARAGRAPH 12 O SECTION IV - TECHNICAL SPECIFICATIONS FROM THE CONTRACT DOCUMENTS 100% DRAWINGS AA W %I1' I NoN R. emote AY fNXN Hear 8940 C: 1000 DRAWINGS JRS 11/30/12 04:900 DRAWINGS JRS 8/1/12 ApHA Wo br NI Y MONK MOLAR 0 04440 e0 F TAM A: 600 DRAWINGS JRS 5/8/42 REVISION ay CATE CITY OF CLEARWATER, ((ARIDA ENGINEERING DEPARTMENT 100 0 Nyrue Ave Clearwater, PI 33758 WATER TREATMENT PLANT NO. 2 - CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT GENERAL NOTES 6X9 NAIL: 003 rXmeon lo: 1Mn eee..: 2012024 11/30/12 a 1 MTK4N 1w: l. 10116 ENO W 4 i W � i 19 3 14 r 47 Cash. Aimee r4i! 1MOr -11I1 lie, PIN /N -1]07 ma TAO.: Ii AML: 102008 RVH aNnw 1m Jit9 SCAT NIA 003 moan W. JMA Neu u I 003 APPRO.) Tom RW REMOO 004AD 77 0444.00 NA. / ALZN O N (3 v O 9 SYMBOLS STRUCTURES & FEATURES EXISTING • LEG E N D T R E E • • SECTION 5 TAKEN — . 1 4 p • 4 O MH TARO HYDRANT+ F.H. WM BM. CROSS. TEE PLUG/ REDIlC[!f WEE VALVE -OFT TEL R {^W 1' NB 6' CHAIN LINK IR.I LION- I E, 244' ASP/TALI PAVEMENT Cll. 14 7 1 111111111111111111111111 60 61 - _ %t 44:ti` ��- 52 X 92.5 JY •—• - • �lr PAN w w W w w FIA G 0 0111 OI SD CAM X tw 10 0111 SD FM 0111 111 SD X o fl - --u — {1 DESCRIPTION TYPICAL PPE IDENTIFICATION SINGLE -LINE PIPE CQUBLE-11NE PPE MANHOLE. WATER +04+ FIRE HYDRANT ASSEMBLY (INCLUDES VALVE) SINGLE -LNE PIPING, VALVES, AND FITTINGS 1(4 RELEASE VALVE HOSE BIBB / CONNECTION. SIZE VALVE VAULT WATER METER ELECTRIC WNHOLE/VAULT TELEPHONE CABLE, MANHOLE/VAULT At BOX BENCHMARK TEST BORING LIMITED ACCESS RIGHT OF WAY (LA R/W) RIGHT OF WAY (R/W) PROPERTY LINE (EL) PROPERTY CORNERS :IRON PPE IRON R00 CONCRETE MONUMENT FENCE, SIZE k 419E BULGING /STRUCTURE PAVEMENT, SIZE & TYPE CATCH BASIN CULVERT OR BRIDGE CROSSING A ROAD RA0ROAD TRACKS (R /R) SONS POLE, POWER POLE & COMBINATION POLE SLOPE CONTOURS SPOT EIEVAIIONS STORM WATER FLOW STREAM (SMALL) /DITCH, SWALE SHORE LINE STORM DRAINAGE PPE STORM DRAINAGE MANHOLE /INLET RAW WATER RECLAIMED WATER POTABLE WATER GAS MAIN FORCE MAIN SANITARY SEWER DIMITY PIPE FIBER OPTIC OVER HEAD ELECTRIC BURRE0 TELEPHONE STORM DRAINAGE PIPE CABLE TV CHAIN LINK FENCE TREE °ARCADE STANDARD VISIBILTY BUCK GRAY PROPOSER FEATURES EXISTING FEATURES ABBREVIATIONS . ENERAI SYMBOLS ADJUSTABLE ADJ. ANGLE APPROXIMATE APPROX. B ENCH WAR BM B ETWEEN EMIR BOTTOM OF SIAM B.O.S. B UILDING BLDG CAPACITY GAP, CENTER LINE Q CENTER TO CENTER C C CLEAN OUT C 0. CONCRETE CONC. CONDITION CORD CONTINUATION CONE. CONNECTION COIN_ CUBIC FOOT CU. Ff. CUBIC INCH CU. N CUBIC TARO CU, YD. DEGREE 0E0. DIAMETER DA DIAGONAL DAG. DIMENSION 01M. DISCHARGE 0190. DRAWING DWG. EACH EA. EACH WAY E W. EACH FACE EF ELEVATION EL, ELEV. EQUIPMENT EQUIP. EXISTING EXIST. FINISH FIN FWISN FLOOR F.T. FLEXIBLE FLEX. FLOOR DRAIN F.O. GALLON G4 GAUGE GA GRADE CR HIGH H. HIGH PONT NTT. HIGH WATER LEVEL H.W.L. HORIZONTAL IWRIZ HORSEPOWER HP. INSIDE DIAMETER 1.0. WT041100ATE ANT. LINEAR FOOT LF. LONG LG, L LOW WATER LEVEL L.W.L. LOW POINT L.PT. MANHOLE MH MANUFACTURER MFR. MATERIAL MN.. MAXIMUM MAX. MECHANICAL MEGH. MINIMUM INN. MOUNTED LIED. NOMINAL NOM NOT W CONTRACT II 10 NOT TO SOLE N.T.S. NUMBER N0, ON CENTERS 0,C. OPERATOR OPER. OPTION OPT OPPOSITE OPP. OPENING OPNG. OR EQUAL 0/0 QU15408 DWNCIER 0.0 PLATE PL POINT PT. POUND LB PRESSURE PRES PROPOSED PROP. RADIUS RM , R. REQUIRED REO D. RIGHT OF WAY R/W. R,O.W. ROOM RAJ. IEVOLUTONS PER (WARE R.P.M. SECION SEC. SHEET SEE, 5HT. SIDEWALK SOME SIMILAR 51M, SPECIFICATIONS SPECS SWAM 50 SQUARE FOOT S0. F1. SOMME INCH S0. IN 5WARE YARD 50. YD. STANDARD STD. STANDARD DIMENSION RATO S R STATION 5TA SYMMETRICAL 511114. TEMPORARY TEMP. THICK MIK THREADED 7440, TOP OF CONCRETE T.O.C. TOP OF SLAB 7.0 S TYPICAL 1YP, UNLESS NOTED OIHERWISE U N 0 ULTRAVIOLET IN VER1CAL VERT. VENT VENT THROUGH ROOF V.T.R. WASTE ACTIVATED SLUDGE WAS WATER LEVEL Wt. WEATHERPROOF WPF. WIDE W WITH W/ PIPE / JOINTS SYMBOLS BLACK IRON PIPE BLACK STEEL PIPE BUTT WELD CAST IRON CAST IRON PIPE CAST IRON 50X. PPE CONCRETE PRESSURE PIPE COPPER PIPE CORRUGATED METAL PIPE DUCTILE IRON EXPANSION FLANGE GALVANZEO STEEL PIPE NIGH- DENSITY POLYETHYLENE JOINT MECHANICAL JOINT METAL REINFORCED PLASTIC PIPE POLYETHYLENE PIPE POLYVINYLCHLOROE POLYWNYLCHLORIDE (DOUBLE CONTAINED) PUSH -0N JOINT REINFORCED CONCRETE PIPE SCHEDULE STAINLESS STEEL STEEL PIPE TIED JOINT WEDDED CLAY PIPE RESTRAINED JOINT WALL SLEEVE WALL PPE (WITH WATER STOP) VALVES. FITTINGS. ETC. BIP 4150 60 CI CIP GASP CPP COP D P EXP FLC GS HOPE AT 114 LIRPP PE PVC PVC -0 PJ RCP SCH 5.511 5TL U VCP RJ WS WP ACTUATED BUTTERFLY VALVE MEV NR CUSHION CHECK VALVE ACCV NR RELEASE VALVE ARV MR/VACUUM RELEASE VALVE AVIV BALL CHECK VALVE BACV BALL VALVE BV BLIN0 FLANGE BF B UTTERFLY VALVE BEV BURIED GEM OPERATOR 000 CHECK VALVE, SWIM/GLOBE CV ELBOW ELL ELECTRIC VALVE ACTUATOR EVA ELEVATED GEM OPERATOR EGO EXPANSION JOINT EJ FIRE HYDRANT FH FIRING FIG FRANCE FLC RANGED ADAPTOR FA FLEXIBLE COUPLING FC GATE VALVE CV GLOBE VALVE GL HARNESSED FLANGED COUPLING ADAPTER HFCA HYDRAULIC VALVE ACTUATOR ANA KNIFE GATE VALVE KCV M001(48ICAI JOINT DJ ORIFICE PLATE 0P, P LUG VALVE PV REDUCER REO RUBBER FLAPPER CHECK VALVE RFC SILENT CHECK VALVE 5CV SOLENOID VALVE 5V VACUUM RELEASE VALVE VRV VALVE BOX V9 EQUIPMENT DESIGNATIONS NR RECEIVER ARC NR SEPARATOR ASP A 110994TOR AMM AUTOMATIC STRAINER AS BACKWASH SUPPLY PUMP B5P O OFILIER BF BLENDER BL BLOWER BW BRIDGE CRANE BR BULK STORAGE TANK BST CHLORITE SOLUTION PUMP CSP CHLORINE FEED PUMP CFP CHLORINATOR CHI. CLOSED COOLING WATER PUMP CCWP COMPRESSOR CRP OEGA5 SEPERATOR DOS 0054CANT DRYER DD ORAFN TUBE TAXER DIM DRY TANK DT FAN FN EXPANSION TANK EKPT FILTER F FLAME ARRESTOR FA FHUORINATOR FL GAS HOLDER CH GENERATOR GEN GRANULAR ACTIVATED CARBON VESSEL CAC HEAT EXCHANGER 110 RICH SERVICE PUMP HSP HOST H ION EXCHANGE VESSEL IE MIXER MX MOTOR M OPEN LOOP COOLING WATER PUMP OLCWP OZONE FLASH REACTOR OFR OZONE GENERATOR OZG PNEUMATIC EJECTOR PE POWER RIPPLY UNIT PSU PUMP P 901 STREAM PUMP S5P SLENCER S STORAGE TANK 5K TANK 1 TRANSFER PUMP IP 1ROLLEY TR VACUUM COMPRESSOR VC VAPORIZER V WASHER W 1445 G0U00l LEGEND IS FOR GENERAL RETEA0•CE. NOT ALL ABBREVIATIONS. SYUBOlS, MATERNLS, OR 41100405, ETC, ARE NECESSARILY USED N THIS DESIGN, INDIVIDUAL OTSCPIIIIE STANDARD LEGENDS WY SUPERCEDE THIS GENOA/ LEGEND. 1 PROCESS NOMENCLATURE jn1r1 14 0A% norms AR, INSTRUMENT SUPPLY NR PPE NR PPE - AIM004400 C AR PPE - HIGH PRESSURE PROCESS AR PPE - INTAKE PROCESS MR PIPE - LOW PRESSURE PROCESS AMMONIA CAS AMMONIA SOLUTION BASIN DIVAN BYPASS CLOSED LOOP COOLING WATER. RETURN CLOSED LOOP COOLING WATER. SUPPLY CHEMICAL GRAN CHLORINE GAS CHLORINE SOLUTION COLD WATER COMPRESSED AR OEON12E0 WATER DILUTION WATER DISINFECTED WATER DRAW EFFLUENT EXHAUST (CAS) FILTER EFFLUENT FINISHED WATER FLOOR DRAIN FLUORI01 SOLLFIION FLUSH WATER CAC BACKWASH DRAIN GAC BACKWASH SUPPLY CAC TREATED WATER GASEOUS OXYGEN GASEOUS OXYGEN ECONOMIZER GROUND STORAGE TANK HIGH PRESSURE STEAM HIGH PRESSURE WATER HYDRAULIC FLUID HYDROGEN SULFIDE INFLUENT INFLUENT RECYCLE LIQUID OXYGEN LUBNCARON GREASE LUBRICATION DL MAUI DRAM MOROFX.IRATON MIXE0 LIQUOR NITROGEN CAS NITROGEN SUPPLY GAS NON - POTABLE WATER OFF GAS OPEN LOOP COOLING WATER, RETURN OPEN LOOP COOLING WATER. SUPPLY OVERFLOW OZONWTEO WATER 02044E GAS 02044E PURGE OZONE SYSTEM SUPPLIER PERMEATE PLANT WATER P UNT SERVICE WATER POTABLE WATER POTABLE WATER, COLD POTABLE WATER, HOT RAW SEWAGE RAW WATER RAW WATER 9DE5TREA4 RECIRCULATION PUMP RECLAIMED WATER REOTCIE REJECT RETURN ACTUATED SLUDGE RETURN EFFLUENT WATER REUSE EFFLUENT WATER RO REJECT SAMPLE SEA WATER SECONDARY EFFLUENT SODIUM HYPOCNLCRNE SUMP PUMP DISCHARGE VRACCUUM WATER VENT VENT, CHEMICAL VENT, INSTRUMENT WASH WATER WASTE ACTIVATED SLUDGE WATER, CHLORINATED PLANT EFFLUENT WATER. DISTILLE0 WELL WATER %+FART •014744 ORNN /S.WITARY SEWER SANI1ARY SEWER, GRAVITY SANITARY SEWER FORCE AWN 111 STORM DRAIN STORM FLOW BYPASS 40000 ATER 0NDERD AM ?alga t IUD ELECTRIC CABLE /DUCT RANK FUEL LINE NEL 0X. FUEL (XL RETURN FUEL OIL SUPPLY LOW PRESSURE NATURAL GAS NATIXL1 GAS NATURAL GAS LNE ZOADRI9CAIAN ODER OP110 TELEVISION CABLE LA AIR AAR AMP MP ALP AG AS 000 CCWR COWS CDR CG C5 COW CPA OW DW DR EFF EXH FE FW 00 FL FLAN OBD CBS G1W GOX CORE 051 HP5 HPM HF 025 IMF IR LOX LC LO MDR MF ML 442 N5 0PW 000 OCWR OCWS OF 0291 03 02P OS5 PERM 441+ P591 PW PWC PIM R5 RAW 005 ROAM REC REJ RAS REW REEW REJ SNAP SEW SE SPOOL VC V1 VTC 411 WAS WAS WCL 449 WELW SAN FY SD SFB UD FL FO FOR FOS LPNG LPNG LPNG FO GN VALVES, PIPES & FITTINGS ooa (SINGLE -LINE) DESCRIPTION SYMBOLS EXISTING PROPOSED —4 •. • W (1•4444 UNCLASSIFIED TYPE AS SHOWN ON THE DRAWINGS ADJACENT TO SYMBOL FLOW ME1ER TELESCOPING VALVE UNION (UN) QUICK CONNECT COUPLING PRESSURE CONTROL VALVE BACKPRESSURE SUSTAINING VALVE VALVE WITH HOSE ENO VACUUM VALVE GTE VALVE KNIFE GTE VALVE SILENT CHECK VALVE (GLOBE 51YLE) BALL VALVE 3 -WAY BALL VALVE 4 -WAY BALL VALVE CONE VALVE NEEDLE VALVE FINCH VALVE DIAPHRAGM VALVE BUTTERFLY VALVE PLUG VALVE VALVES, PIPES & FITTINGS (DOUBLE -LINE) 440 MVOs Grz 4011144 WDE9LY GWBF SLOG EVVIGE POPE ALVE VALVE VE CHECK GHECR CWHIM COLVLHG MA VALVE AMPTER $l M N q SECTION LETTER IDENTIFICATION LDRALNO NO WHERE SECTON IS DRAWN SECTION TARGET SUBTITLE (IF REQUIRED) SECTION KEW IDENIIIUMION DRAWING 440. WHERE DETAJL LETTER IDENTIFICATION DRAWING NO WHERE OETA . 5 DRAWN SECTION SG1LE DETAIL TARGET SUBTITLE (IF REQUIRED) DEWY LETTER IDENTIFICATION • DETAIL SCALE `•Qy`Gi NS � EL'ii A• 3 O� �¼+1 100% DRAWINGS C. 100% DRAWING JRS (0+ E1ila1 MDBTL I. OWEI, 1+. /PAN 8:90% DRAWINGS A: 604 DRAWINGS JRS JRS 11/10/42 6/1/17 5/8/12 REVISION CITY OF CIEARWATER, FLORIDA ENGINEERING DEPARTMENT 100 S Myrtle Ave Clearwater, FI 33758 WATER TREATMENT PLANT NO. 2 - CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT LEGEND AND ABBREVIATIONS w e wit 4404 WD mAITT FLOR‘��'� IWl61Nr1 Cow 1111.15 ISOM T ^W Comm. +1, 00.q. _._l P0Y. 1440 Tao IPIJ1 ILII0'I+l f1 l,I Lp11) 0(-000' tux o of m u.n 0) 2012024 • p 10(006 e.• 1/30/12 0.13101EO 13, &001 .1... P 4115 040a. Ia 1440 9.1 In. 004 GTV (MTEER 8[9.01 a P•401. P.E ( 31124 CAR 0 tl DRUD ROAD 8 ylum CAM/ 01/11 YAVAW MAP, MAR amnia POI Z t r 2 DREW STREET C11 WELL /51' (BY OTHERS) CO5 CO6 CO7 OAALLA {104. WELL /0.7 HOME DEPOT CO2 WELL 152 (BY OTHERS) WELL /51 ON OTHERS) Aw SARIS CLUB CITY / COUNTY INTERCONNECT (6 OTHERS) C14 C10 BEST BUY CO9 CO8 RO WIP /2 GULF TO BAY BLVD (SR 60) DREW STREET 9 WELL 111 (60 OTHERS) A111/010:0 IOWA BELL 2 BY OTHERS) AAalcia021 /VS AMATO° BY W1/1 n 1002 DRAWINGS II.,T. ST: C 100R DRAWINGS B: 90% DRAWINGS JRS JRS 1/10/12 8/1/12 -----tatrigifaltua wow. 6. 4Y1 11L el 1 IUD" A: 602 DRAWINGS s 5/8/12 REVISION CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 100 S. Myrtle Ave Clearwater, PI 53766 WATER TREATMENT PLANT NO. 2 — CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT PIPELINE DRAWING KEY PLAN s GRAPHIC SCALE 0 200 400 800 ( IN FEET ) 1 inch - 400 N. LEGEND: PLAN NEW WINDOW FOR PLAN AND PROFILE ORAWIN0 DRAWING NUMBER PLAN NEW WINDOW CO2 IS LOCATED APPROXIMATE WELL 511E LOCATION QV CITY / COUNTY INTERCONNECT fl LgTIN.1 .e C0I 2012024 005 -; i ' - r« -suT 102006 swat.,. 11/30/12 ua.m awl !RS acre 'MA w 005 APPRCARD /O. ISPISIRUC/OM COY FORAYER woo. a oLE, r I W ...n1 OAR V 3 N U of US 19 CR0551NC NOTES: 1) The design of the directional drill crossing of US 19 was prepared from the best available utility locotlon and as - built inl mime gon The contractor Is advised thot the exact location of the 12 -inch Florida Gas Transmission (FOT) gas transmission main in not known. As -built drawings for the gas transmission main depicting horizontal and vertical location cannot be confirmed by Florida Gas Transmission. 7) Prior to performing the crossing of US 19, the contractor shall coordinate with OCT to obtain the horizonlol and vertical location of the 12 -inch gas transmission main. II the location is different than thot shown aW. the sanstmcfion piarno, requiring o redesign of the crossing. the contractor Shall provide the inf ormalion to the City and the Engineer so that a modified design can be prepared. If the location of the goo Imnsmbefon main cannot tee confirmed, the Contractor shall temporarily atop work on the crossing until direction* se reteiwd from the City and Engineer. I � I s20 ti OF 8' HDPE CUT \ STA 334058, 810' LT GATE VALVE B' PWG r ' rA ErJ.o !t NTANSM+SSnW. t Arl4N N I OR 4055, PG 1412 W `j41 ct w� AIR YKV( 332 +00 333 +00 d— —_ I I (r tL ARWAIt,A WATER 0 AH`.AV1T,Cfi SOU/4011 CF 2361 PG 409 - - - ---4' 8' PAW (130511) HOPE DRS i2' REAMER (SEE 0410I4 C15 FOR 0*055 SECTIONS) A L!)- -' STA 330 +62, foe' RT B' 45 BEND 01 /RMJ STA 330+8*, 20.0' RT e' 45 BEND Weed w '304 +00 WSW. 4_ SOIL SOIL PENETRATION (SEE DRAWING 002 FOR DETAILED DESCRIPTION) 335 +00 FOOT NOTES: 1)) Horizontal OirectianOl drilling in the method of installation 2 Maximum roamer diameter will be 12 inches. 3 Entry & Exit Pits ore outside of US 19 Right -ot -Way. 60 4 w0• tcanw, OF E re3tING GRADE (O5tR CL RK} - /if COYBMI,TION NR VALVE I u _ -0,0:40, i) x no 60 V 55 50 45 3 IXNf811MTXIf NR YALK 55 50 0•t a a ... Cl OF PIPE) - -.— __. 1 �```�„ r E I /1/1 EXSTNG GRADE (OVER I _ — , 1E =19 0+ 41 TT 45 I - 1t` it 701 1T R ) F ii — PROMOS VERTICAL . _.._ IN JM R4' _ 'SOPPNFATION, T'TP D• r , y l 4oOl i) A' :0•i 40 . . `e. -PLUG B "OAIE VALVE -_— -� - -. - 1g y, - . -.. -, 16 RAW E n5 - (BRACKSn) .., l le' 1ABER MRI (i'rP)5 VERTICAL p (,a) _._ _DEPTH OF EXISTING— GGAS, lOERfV NE. t EAMENC! SERIN �`' ,;.. , 30' S1DRN ICea10 it I. —' �{ ,T/j�` ` 20' W `x,_30" W IE =13.0 40 8' RAW (FTtFSN) /cPE G.44 3 _ -. �A.` `\ J�,rry __" // �_,�1 ` V e w ...7%)) \\ li ♦ I • • w el, �`: ' ._ t_�I -./ .. __ _. . -fir— - --- - - 35 S' VERTICAL SEPARATION (MIH) PAVEMENT TIO _ -.. 35 B' KAT VAL Dt {RMr _ __.___. s2- IEo42 - -. 11 E2 °4 w5 SCOUNTY) sTORN 4 Q BORING PR _.- - - "' " - - - -- - - - - -- - -.. a B' 45 BEND DI/114.1 2' MN CLEAWNCE FPOi1_ WV W IN THIS AIWA _....- . s w u shag ,ilis, �[T1 E ({I • (p y T /r 1� INI:L ":- ;, "t _ -. _ _ _ _ IA(FRESH) 25' (MIN) 11 FIE VENOM CURVE HDn 7 1 . ° dam. ,•.. 14• * .L. ,E 1 7 `` 12' OAS PIPEIiNC DEEPLR THAN SHOWN IN PROFILE) 330 +00 331+00 332 +00 TY PW(bJF' 1ltEEP6L11F .:IlQN..NQ1E5_EDR.1y.L.RI(JIIA) CLH,AN'i 1) The contractor will be responsible for adhering to all tree protection measures required by the City of Cleorwoter's Codes, Ordinances and Standard Specifications. This wA include all Tree Barricades, Root Pruning and Tree Trimming. These requirements are required within the specified 'Limits of Work, and wit also include all areas where the Contractor and /or his Subcontractor's stage, store or park equipment, materials, debris and vehicles. 2) All Tree Trimming and Root Pruning done associated with this project wit be done by or under the direct supervision of an International Society of Arboricutt re (ISA) Certified Arbariet rn 'r reesr— Saw REVISION er so CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 100 S. Myrtle Ave. Clearwater, Pt 33705 333 +00 334 +00 335 f : :;, , PRO N, 3) The conlraclor will flog e, paint all proposed root pruning, per the approved plans or as required by the City of Cleorwater s Codes, Ordinances and Slandard,Speclficutions. These lines must be inspected and approved by the City Inspector prior the commencement of any root pruning 4) Prior to field changes toking place, It will be the contractors responsibility to review the potential Impacts to existing trees with his certified aeborlat, and Include any and all recommended tree protection measures in his proposal to modify the approved design. The Project Manager must approve my changes to the approved design prior to Anplementotian of Said change. WATER TREATMENT PLANT NO. 2 — CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT US 19 CROSSING AT MID —BLOCK UTILITY EASEMENT PLAN AND PROFILE (STA. 329 +80 TO STA. 334 +80) CO7 epllSUSI Igu 2012024 ems . 102000 011 20' 40' SCALE, 1 " =20' HORIZ. 0 5' 0' SCALE: 1.•5' VERT. se wrr Sew! r wwwr Nuswey, VOW. IWa, CrM TIe . fVeula EIUI Ps SI E *e4 S7o1 /I2 00•01 NVF) auwr et JKS 0491 you • 01 fOrt ore peeti a woos& a SAWN. ref ate, 1 1 Overlap filler material IB "_ across lop nl nggregale. �' .. J4•' — e o a ^ sn,r a,r T 4M •'w'r ASPHALT PAVEMENT REPUCFMENT I5' a' INENCH all (ITr MM) 1y'_p• ee N' fi, ru'•„• .5:,•.".) ®_ NOTE: 1 TRENCHES LOCATED UNDER PAVEMENT OR INSIDE THE 2' HORIZONTAL TO 1' VERTICAL SLOPE, DOWNWARD FROM ROADWAY SHOULDER OR THE BACK OF CURB AND, FROM SPRING LINE TO BOTTOM OF 5U6 -GRADE HE FINISHED SURFACE OF THE EMBANKMENT, AS APPROPRIATE. SHALL BE COMPACTED TO A DENSITY OF 1001E AS DETERMINED BY MSHO 1 -99 METHOD C. 2 TRENCHES LOCATE° OUTSIDE OF THE 2' HORIZONTAL TO 1' VERTICAL SLOPE DOWNWARD FROM ROADWAY SHOULDER OR THE BACK OF CURB AND WHERE NO VEHICULAR TRAFFIC WILL PASS OVER THE TRENCHES. BACK H R SHALL BE COMPACTED TO A DENSITY APPROXIMATELY EQUAL TO THAT SOIL ADJACENT TO THE TRENCH BUT NOT LESS THAN 95 PERCENT OF THE MAXIMUM DENSITY AS DETERMINED BY AASHO T -99 METHOD -C, 3. REPLACEMENT OF THE PAVED SURFACES SWILL BE MADE IN ACCORDANCE TO APPLICABLE LOCAL REGULATIONS EXISTING PAVEMENT EXISTING QNAOE- -Y e 6 CONC IDEWAI 5 K CHAMFER 022 nY, 1T..'„ A 3' wLM r Aot[ a Y'LLNG . Ta'j�Z. �/ \e ` \ /�,: \ PanmAlar of aggregate Y, In be lolly wrapped with Non Dearnd'ng Flborar.n tiller type 14a1 Rawl oa Drreeted m Engineer, M.rall 14O hi a appr M nguol. Idiot oggrellote far nr dardrn m 6TI.I11 OP ^ Alper'! e T in the FOOT Slumlord p cibcal on �.. Sect m 701 Course Agpf.3:11 and ,hall / - — unlit �.,_1...f/ \ .. i5 / \+ 1 f ''%�' l _ _ c > 6'r!• mu VARIES (SEE PLANS) K--„.. T 0OOn 0:..0 0 o00 12' n •• O ID " rl 0o u -' ^ 0 �0 L* � p'O • n rIG � O' Z g o, a N in w ¢ ¢ \ • . ag }Os • iial \- + St \\ :' C � �`� s \} rr �� SIDEWALK REPLACEMENT DETAIL 4 ow Cur ■.w un r AE, A[e n,, �,ne rry I,. i4..• . TNT. WL aRre « M Y4 esti tae .FwwT nu tar cwM 'M' YwMV f r wow en .. a.uCl 5M rt`rowao _ SCALE: NTS i. \ "'- Unless otherwise noted ;\ -� underdra n pipe shall be 8 . 1.w.r. so" v •1 •r }' 4I `h,� 1M t•141%. "40X kL EKISTING ROAD BASE 7 CDMPIGT IN be ,file >p6 a N5Y P 157 used, 1 mud '�� i [ d;nmeler PVC with perinrotions H e rushed Lon1 vcreerlerl lo remove linos `�.�\ • \ down - See Iechnicol Specifications the aggregate may be stone. slog, or crushed gravel for del0ils UNDEKURAIN Sold pipe (w /o pert orations) Is to DETAII be used under drives and roadways, BACK OF CURB with compacted backlit! BACK yw Bern. `•'$::::::: • ♦�/ rf ?'� ;� f �1 ` i'�' I\ ,6 ?` 4 W41111 2 uYERs R W LINE / EXIST. (•TRADE/ OE CITY INnF% NO 718; 1 OF 1 11 t5 e j IT IN AS RLOUIRLU NOII.S: 1 AI I MATFRIAI S, WORK AND TESTING SHAT i MEET PINFI I AS COUNTY STANDARD SPECIFICATIONS 7 ASPHAI TIC PAVEMENT SHAH BF TYPE SP -195 PROPOSED THICKNESS SHAH MATCH EXISTING IHICKNESS HUI SHALL NOI BE LESS I HAN 1 5" IN DEPTH. LNIIHE WIDIH OF ROADWAY SHALL BE MILLED AND OVCRLAYCD 3 TRENCH SHAT I BF BACKFII I FD WITH 100 PSI Ft ONARI F Ell I TO BOTTOM OF ASPHAI 1 4 PAVEMENT REIN ACFMENT SHAT I BE DETERMINED BY THE I °CATION AND DEPTH OF THE TRENCH CONTRACTOR SHALL ENDEAVOR TO KEEP OPEN TRENCH WIDTH TO A MINIMUM IN ORDER TO MINIMIZE IMPACIS AND IILSIOIRAIION LIMITS WI II TIN PINLLLAS COLINIY'S 1110111 -01 -WAY, SLL PLANS. 5 CONI RAC 10F1 SHALL RESIOKL PAVLMLNI 10 MATCH IHL GRADES WHICH LXISILD PRIOt 10 CONSTRUCTION ANY ADDITIONAI SURVEY NECESSARY TO ENSURE THAT THIS REQUIREMENT IS MFT SHALL BE PERFORMED BY THE CONTRACTOR AT HIS EXPENSE. TYPICAL SECTION FOR FLEXIBLE PAVEMENT RES ORATION 2 WIIHIN HINLLL /'AS COUNIY RIGHI -OIF -WAY EXIST, SEWER M LATERIAL __ CI Y OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 12' ABOVE PI E CQMPACT 6 DYERS I N .. lPI 51∎13_ N sA..�' T.� _Q�!Q9, - 4+a -A;*;,; _pry, � _ -, j1[iy; __� -- p --OYT. --.19.17-9r-SAL-41-1--- ... PROPOSED RAW OR m POTABLE WATER MAIN EXIST. SAN, SEWER NOTE: 1. CONTRACTOR TO FIELD VERIFY DEPTH OF EACH LATERAL THAT BY NEW RAW OR POTABLE WATER TYPICAL LATERAL CROSSING LOCATION AND WILL BE CROSSED MAIN DETAIL ■ 1 411 BEDDING MATERIAL R IQB(0RCD —I yyN 12:-...I + -1)' TRENCH OM BACKEII.I. DLIAft �TYf SCALE: NTS I ARUwooUS HINTS UNIT LMi ,= r, `• /(p A PVC /HOPE MAIN DIP MAIN PVC /HD PE MAIN � "=:' r I (I1, e SPFCIFMATIOHS - WOOD BARRIER INC LIT! 1 MINIMUM RADI,IS TO RI PRITFCTfn: 4.' 1 . I ' ` � � A �'T - -- ♦__ •_ — - =- L' '4IY. -'` L� it LNIU/ Dlw LWL • t• 1•J, I _.I y 0).t . 13 1 •..t,Vn'^�� I { �,0 1''1 ,{ }fey) 7. rl F, _ 2/3 or non {` s- s to ZM 4 1 {J .. ;� '1W N, K.,55,1). -4, V LINE ► { + (i . \ .s„ ej I. CX.I `T t • f• A HARDWOODS - 2/3 TRIPLINL ❑ CONIFERS N SADAL PALMS - ENTIRE ERPLINE 2 UI'HICHIS - NO LLSS IRAN 2" X 2" LUMBER J QORIZONIALS - NO LLSS IHAN I' % 4' LUMULR 4 BARRIERS SHALL BE ERECTED MOAN D AIL it PROTECTED O CITY 1RFF5 AND PAI NS, AND INCirCTFO iDN BEGINS REPRESENTATAC BEFORE CONSiRJCI 5 UPRIGHT POSTS ARE TO BE AT LEAST 4 FEET IN LENGTH WITH A MINIMJM OF 1 1001 ANCHORED RI GROUND ANU J FEET ABOVE GROUND G BARRIERS TO REMAIN IN PI ACF ONTIl Al PAVIN[:, CONSTRUCTION AND HEAVY EOUIPMENT IS OUT OF AREA FURTHER INFORMATION MAY AI ORINNID FROM THE IAND RESOURCE SPECIALIST AT 562 -V41 9E1 IEAIER TIrWC1Ye3SiTI. CASEMENT FINISHED GRADE I 141 0 I PVC HOPE MAIN / MJ LATE NOTE: 1) ALL PVC JOINTS 2) DIP SHALL BE USED FITTINGS AND VALVES WHERE THE DISTANCE OR LESS THAN 16" 8 TYPICAL VALVE TO BE TEE ` MJ RESTRAINED ON OR BETWEEN & TEE ALL LOCATIONS BETWEEN THEM VALVE 111 a.V�'I) 9 u 'I \ MJ GATE VALVE BETWEEN TWO FITTINGS IS EQUAL TO DETAIL 1 r, \ ` ;\. \ �s p, �� S GL �r•(' :k.;{ "; r{, K.{,!(` • 36" OR 48 PRESSURE PIPE. CITY OF ST. PETERSBURG WATER TRANSMISSION MAW _ 1 ; .. 3 • <" y s • 4' MI {/ nv A / L. L. II- U UPRIGHT %uPRK.Ht . HORIZONTAL {• HORIZONTAL PROPOSED DIRECTIONAL DRILL PRESSURE PIPE OR UTILITY CROSSING NOTES: $ r� BARRICADES TRLL BARRICADES CLEARWATER INDEX No 909, SH 1 of I MOS. E) ‘‘‘‘11111 �� /, /// \\ N / V G �• �` O • GG� C ', W /� //� ` ♦ a ; NAI AMT T -- . E * E ,I(,.E��' —.. I {�{j. /V�%G F t i('TL / E �,¢O�( `rFLOR`OP �0\`. /��i A `. V t \�\ 1. EXCAVATION IN IRE WATER TRANSMISSION CASEMCNI FOR RECOVERY OF BROKEN DRILL EQUIPMENT HALL NOT BE PERMITTED 2 REQUIRED DIRECTIONAL BORING EQUIPMENT LIMITS TO BE USE FOR CROSSING WATER TRANSMISSION EASEMENT; A: 5,000 to 7,000 lB5 THRUST /PULLBACK -VP TO 4• MO UP 10 A DISTANCE OF TOO'. B: 7,001 10 12.000 185. THRUST /PULLBACK -OP TO 6' AND UP TO A DISTANCE OF 600' C: 12,000 lO 1OF CITY'S BS. THRUST/PULLBACK-BP PULBACK -O A 10 B. AND UP TO A DISTANCE OF 000' J. THE ELEVATION OF CITY'S WATER TRANSMISSION MAIN SHALL BE FIELD VERIFIED AND SHOWN ON CROSS- SECTION FOR ALL CROSSING APPLICATIONS 4 ALL DIRECTIONAL DRILLING STAGING AREAS FOR THRUST AND RECEPTION PITS SHALL BE LOCATED OUTSIDE THE CITY'S WATER TRANSMISSION EASEMENT. WATER TRANISSN SWB 06/02 EASEMENT DETAIL SWB 03/06 DECEMBER 1999 550 55 fljy or C,EEhkWA1EH, EI C1RiDA PUBLIC WORKS ADMINIS INA :ION LNCINLLItINL ARCAOL11 J I of 1- IIRrIroN .UNDER MK - — 'ran aLy . 00* III fa (0101 AM -KMII 100% DRAWINGS - - - - -- - -- - __ .`•:5i.* -i ,. z, CITY OF CLEARWATER. FIURIDA LR�'r ij ENGINEERING DEPARTMENT . j 100 S Myrtle Ave a $ , �`� > Clcerweter. Fl 33758 l� •an aTfD M> � ;•: a a e* WATER TREATMENT PLANT NO. 2 - CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT CIVIL DETAILS nom Iw, 10, BI: xrAL - - - - -- SWAYED Br, 1.A. At ;a,rle,e, „a,01B 2012024 „I PKAA� 11 D /IZ ORA. In: ,�,a MINED At C 100% DRAWINGS JRS 11/50/19 102008 BVH ma. 1NA 022 B. 907. DRAWINGS JRS 8/1/12 a,„ ,o„OR MUM FyIMTe o•rt ,yFrrelN or, EKmm yowl a await TA. E Amy mw A: 607. DRAWINGS JRS 5/8/12 an ola<rn yc„eEt O ouuFH. P I. F aAnl own REVISION sr ,Art 1 a i 1 1 1 s V 0 cc 3 1) N W 0 A Y Nosh W 100% DRAWINGS aeon, ey. C Drop al All Doves 11.1 /2'R Bose it A Compacted S bg de STRAIGI IT CURB coring Surface Dock of Curb Conabucteon Symmetrical About Driveway q Face of _ Curb 3' TRANSITION AT DRIVES Wearing u1 tare NOTES. . There shall be a 1/2" scot joint between back of curb and driveway 2. C.nncrete in clubs shall be 3000 psi, with fiber mesh reinforcing. Drop al All Drive 7`R G' 2' 3 "R / , Wearing � rl Su f ce 3/4"R Bose o 74" s a Con pa led S bg ode • ! / /- NOTE: When used on high side of roadways, the cross slope of the gullet shall match the cross slope of the adjacent povement and the thickness of the lip shall be 6 ", unless otherwise shown on plons, TYPE I CURB OTYPICAI PURR CROSS SECTIONS Cite INDEX NO 101; I OF 2 N T S CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT _ TFPIC/J EJ'R C14075 LE,CTIONS 1" at All ! thrives / Wearing � l SHrloce IB" Buse Compacted Subg ode MODIFIED CURD #'3 Bar — Conl. 5- i' 1- I /2 "R I Bose Compacted Subgrode Wearing 7 Surface - 1" Drop al All Drives Wearing Surface 4 12" NOTES'' 1 There shall be a 1/2" seal joint between back of curb arid drivew0y 2 Concrete in curbs Shall be 3000 psi, with fiber mesh reinforcing 03 Bar. 10" I ong, 36' DC. PIN / DOWELLED CURB TYPICAI CURB CROSS SECTIONS CITY INDEX NO 101: I Or 2 N I S VALLEY GUTTER CURB 3/4 Compacted SaGrode - I 3 /4 "R 3/4'R MEDIAN CURB 4 or Weal jug Sur lace Bose CITY DE CLEARWATER, FLORIDA ENGINEERING DEPARTMENT wIb n CNOii• :ECI P Varies Slope 1/4' per Foot Avaralt,b clleotelw t See Index No 101 Slohlicad /compacted subgrode wiirn raquead 2 AND 3 LANE BOLO Inside Lone /Lanes Varies Slope 1/4' per toot AaphaRfc cannel. 021 NOTFS I Pavement materials and thickness, and base materials and thickness will be stated in construction drawings and scope of the work. 7 See ronslruel nn drawings for curb type and lone widths Outside Lane Varies Slope 3/8" per tool \Hose course 4 AND 5 LANE ROAD 70'`ss SlAtbIi /ed /compacted subgrnde when required TYPICAL STREET SECTION CITY INDEX NO 102: I Of 1 NI S CITY Or CLEARWATER, FLORIDA ENGINEERING DEPARTMENT * T IWICAI. 511aL1 SAL'IR)N 'lir rS II2. Comp, :lea IN 14104) .max RaY4wnw+M boil. ntOruf aepll by pr'nvee cy IF. Ing.0000 per Lily I... 77 Ofgnal Rase r Pol :h Nryo,nee NOD+ / Asphaltic Concrete patch to be Thickness or mulch erns!, g for I rioiness ur h' Plash ehc+ll be ylnw S-11, teocs. othnero..prcAcd 4 u bed Nrkurreee fun Idr11 of millet oo 401911urn 1 .sIoraliern '.yrgg44.e Nogar4 ., ASPI IALT STREET AND DRIVEWAY REPLACEMENT REQUIRED FOR UTILITY CONSTRUCTION 1,4001, 70:4 4'14rt to- MitooMb:c Slab 9.00) psi ttbrwr. Meth II this point is "chin 4' of o n !listing joint, hen replace to toe joint O Mt pax lad pa. SIA_ MnesN0154 I•rer:. &a. 1 =6" unlit W exceeds 6', Then T =R' CONCRt IF Rh I'I ACF MF NI REQUIRED FOR UTILITY CONSTRUCTION OSTREET AND DRIVEWAY REPLACEMENT FOR CONCRETE & ASPHALTIC CONCRETE SURFACES CI1Y INDEX NO 104; 101 I 14 15 CS■= fa Me ® e� yEN?!v e IMM M CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT SECTION A -A Normal Salley Duller Curb Section See hide. 101 • • St CI ION H -H h' .1II11 A �L L'eninyou SECTION C CONCRETE SWALE DETAIL VAI I FY GUTTER CURB e CITY INDEX NO S 107; I Cl' 1 NT NOTE: Subject to Cily Engineer's opprova' To he used only in nniorie silucfinns CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT iNelam , C'AN„AJL 5WA)J `00% DETAIL +t V41/tY liI)IILk PUNK I pTo IT SI CTION A -A Nama1 Type I Curb Section e, bolt, 101 SECTION [3 D SECTION C - -C I'I AN NOTE: Subject 4e City Engineer's approval le b used only in unique 'luulions CONCRETE SWALE DETAIL IYPE I CURB CITY INDEX NO 108; I OF I N T S CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT .TES: 1 Pre,. laded al LI-Conte, malc009 1110 0111. Alen 2 lane N 00,rul el w yv w+ .A n° ee ol 5 be E w °;F e a7�„ m0`e P ;A Min leye surface ne 151, edm ye 5. In,.. 6'+ 6'/15.10 8 Concrete Aornr0 nen1t/e mmn a 00 00 b la n .art°re. Deem JO/ a noel recent mc.10 drone. N4' Itonoee Cook Ir L.1.la, E. :sl oil. Don ( Moe Slope �? It 1' 1/�r- Mrs blow I . IN1 /Y L•p. ) d,"' • I ��1;,' kw Julnl Et, IYPN: At DRIVEWAY CROSS SECTION Y.3 Mrfa 21 Slr I I' Gf�PZ_ _____.-. 9, W Atme,W Sari! T C0Any N, 1 /-_ I'M Foul Y— I _._/.'L bock of Cob 3000 F,' cw+c.cic 4' thick Conslr. 6' (hick nl driver.), with 6'. 6' /I0oIO SECTION B -B Nelaed were me.a (s...." 7) Remoee entire Curb and RQleea as Parl of Sidewalk Pool, It' Mot N22:..„ • 1/Y rapyro on -who SECTION A -A Texlurnd Smote TYPICAL SIDEWALK CONSTRUCTION & CITY INDEX 0 109. 101 3 N.1 • Pore vc Te a ew frill 4a sorcel RAMP DETAIL Bele .2•0010.1 CI Y OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT II - less Ilion 46 then ISOMETRIC VIEW IS1, n I cof am med e CUBE, DNOP CURB rINNI:11104 CURD TRANSITION ELEVATION A A\II.let 84010 tT 9115.6.010 TYPICAL SIDEWALK CURB CUT RAMPS PHYSICAL I Y HANDICAPPED CITY 1NDEX NO 109; 7 OF 3 N I S Mulch Ieninq If Existing Sidewolk CONC SIDEWALK Cross 010111g or Other Non– Walking g Surface Ceo'.x Pacnlie9 w On,le line -Waning 5u,lau`\ A-.. 1,4411, cVlre '•B l eial tw' I (0,0/ �Nemove Rock of Cu�\0:0. Line it Existing RETURNED CURB RAMPS vital 611178 CURI 4'/A• 6' b' Ver40d non I T,mAllan r. -_�1�' CON: NAM, '.+index Salete f 121 I MAX SECTION B -B NOTED I. Rum s are A'1'y',ed to the Unifor,,, Feder' Accessibbly Slundolds In amply a tb the Americans enlh DISMRilic Art. 2. Pam s Sho:: Hoye o Tacl1e Sur lace, Te,lure to o Depth Nat Lxceedin 1/11 by use 01 Tom or rol erfn Conlormanc with Requirements of FOOT R0Oewely on Traffic Design Standards. Detail 309 Or Most Recent M,MilwnIinns Y en]en Els ea DAIE C 100% ORAWINGS JRS 11/30/ 7 8.90% DRAWINGS edWaglI I• On warm Inua a area Pr. I SUIT' RAW A; 60% DRAWINGS JR5 JRS REVISION 8/1/12 5/8/12 DAN CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 100 S Myrtle Ave. Clearwater, Fl 33755 CI Of CLEARWATER, !LORI A CNDDIEERIMM INPAmsMENI • tYPICAL 041 Se V • —�I$4D 0J s -`-'` 11I3t4c51 LT IIW[AEAPrt III WATER TREATMENT PLANT NO. 2 — CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT CIVIL DETAILS UAD MN CI7 lam., 012021 a DO, 1012006 'Del R;.21,3 molt DAM Irwwl 11/30/12 erW ey BVH 000111 PT: JRS acute DY JMA Will ha 021 NORCACO tee .01SInuclwN att ENG:EEe 51001 D °DUCK, P E I ION DALE 1 1 t co a a P4 La Pnvefoanl 3000 PSI 2'02'1,6" Concrete Pad with 6x6 W.W F� Compacted Subgrade N01I: I NO PVC RISERS ALLOWED .E. - I. �if See Note I' 3 -Piece Adjustable Valve Uox (No Substitutes) 17" (MIS) r 2 -125 tracer Wires (Sec Index M 402,U1 Sheet 2 of 5) 1, Depth or Cover for Mach Jninl NNWur Woler Main Iteslrairi'ng Joint TYPICAL VALVE & BOX SL1TING O CITY INDEX ND 402, 1 OF 5 PESO CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 111 *_N IPSEERP M1111 uo vex A 1.70 oi/ SI I i JP: 1� I Or NOTES: 1 EXTENSION ON VALVE BOX SHALL BE SET SO AS TO RESERVE 1/2 OF 1HE ADJUSTMENT LENGTH FOR FUTURE USE 2 OPERATING NUI SHALL BL SLI SU AS 10 BE WHIRR 12' 10 IB" 01 GRADE 3 INSTN I 3" BRASS IDENTIFICATION RISK III CONCRETE 4 INSTALL 2" PVC WITH PLUG FOR TRACER WIRE S10RAOE 5 LOCATOR WIRE ACCESS - 2" (WHITE DR GRAY) SCHEDULE BO PVC. GRASS FEMALE ADAPTOR COUPLING AND 2' BRASS PLUG 0/ RECESS NUT TERMINATE INSOIATrO, 001 I0 12 GAUGE COPPER TRACER WIRE AT TOP W/ A MINIMUM 12' Of CAIRO WIRE 3' BRASS IDENTIFICATION DISK -)) F 2'02' CONCRETE PADS\ COVER INSCRIBED WATER lYP1 OF VAIVF: BII I I I NI I Y. CAR OR C - DIRECTION & NUMBER OF TURNS 10 OPEN VALVE 2" r ■E 0/ PLUG (SEE NOTE 5) WATER VAI VF BOX CONCRETE PAD PLAN VIEW CITY INDEX NO 402: 2 OF 5 515 CAI VAL vl L 13 i WATER TYPE OF SERVICE: - �- WATER (POTABLE RIOTER) — SIZE OF VALVE 31' BRASS IDENTIFICATION DISK CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT wn 1'rF Myil.. AT(x 5'NK 11?0 COMO* 1/.. 1'Ab PNAY, VIEW S PENETRATION TO BE MADE BY MECHANICAL ROTARY CORE BORING AND SHALL BE BUTTERED WITH NON- SHRINK GROUT TO PROVIDE A SMOOTH SEALING SURFACE GROUT SEAM AND SEAL TO MATCH LINER EXISTING MANHOLE FLOW 6" TEE PVC REMOVABLE PLUG (2) #12 COPPER WIRE (CONTINUOUS) 6' SAN FM PVC (C -900) WALL SLEEVE WI UNK SEAL S -316 OR EOUAL KEEP TEE AND DROP PIPE AS CLOSE TO WALL AS POSSIBLE STAINLESS STEEL ANCHOR (TYP.) 6" 45' BEND PVC MODIFY EXISTING CONCRETE BENCH de REBUILD BENCH TO ACCEPT NEW DROP PIPE W/ NON- SHRINK GROUT NOTES 1. ALL FITTINGS SHALL BE AWWA C -907 DROP PIPE SHALL BE AWWA C -900 (CLASS 235, DR 18), 2. ALL HARDWARE AND FASTENERS SHALL BE STAINLESS STEEL. SANITARY FORCEMAIN RETROFIT FOR INSIDE DROP CONNECTION NT0 ON ALL TEES. A MINIMUM OF r SIIALL DC - - RESTRAINED ON EACH RUN LEG. L - MINIMUM LEACH( 10 BE I DO NOT USE FOR VERTICAL OFFSETS RESTRAINED ON CACTI SIDE Or PITTING (II) Q - CONIAC.I ENGINEER VON VALUES FIGURES BASED DA 50" WARY UEPIH, ISO PSI 1151 PRESSURE FIGURES DON'T APPly TO Mr WRAPPED PIPE NOM PIPE SIZE ELBOWS (deg ) VALVE EES BRANCH DEAD END THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS: I OENO - INI E1 AND OUT! ET 2 TEE - ALL BRANCHES 3 OfrSCIS - INLET AND OUTLET 4 COPS !'LUGS 6 DEAD ENDS 7 HYDRANT RUNOUIS SHALL BE RESTRAINED AS DEAD ENOS NOTE: IHRUSI HESIRNNI ON SLIPJOINI DOCIILL IRON PIPE SHALL AL US PIPE FILL() LOCK GASKE 15 /OR IYION JOINI PIPE 04 AMERICAN VASI -GRIP GASKETS FOR AMERICAN FASTIIE PIPE THRUST RESTRAINT ON DUCTILE IRON FITTINGS SHAI I RE PROVIDED RY THE USF Of MEGA LIG RETAINERS ANU MECHANICAL JOINI III RAGS DUCTILE IRON PIPE TIIRUST RESTRAINING CITY INDEX NO 403, 2 OF L NTS CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT f1 UUC[ll ION PIPE r".. GTR BESMEAR SIG WI TA 2 100N DRAWINGS oromit R4 C: 100% DRAWINGS 5 SEPARATION REQUIREMENTS FOR WATER, WASTEWATER AND RECLAIMED WATER MAINS HORIZONTAL 6 VERTICAL SEPARATION REQUIREMENTS PROPOSED UTILITY POTABLE WATER RECLAIMED WATER HORIZ WASTEWATER (GRAVITY &FIAT STORM SEWER HORIZ VERT - VERT HORIZ VERT HORIZ VERT POTABLE WATER 3' NOTEI 12" 3' NOTE163 12" Now 3 6' AVM 3 12" NOTES 3' NOTE 163 12"/16' NOTEER3 RECLAIMED WATER 3' NOT(141 12' NOTE) 3' NOTE 12" 3 NOTE! 12" 3' NOTE! 12"/16' NOTE2 WASTEWATER (GRAVITY AND FM) 6' NOTE 3 12" NOTE 3 3' NOTE 1 12" 3' AGEE t 12' 3' NOTE I 12'/18" NOTE 2 RIGHT OF WAY No' NIA NOTE! N/A Bore1 N/A N/A N/A NO IE5: 1 IRIS SEPARAIIUN RLUUIRLMLN I IS f0 PROVIDE ACCESSIBILI IY FOR CONS IRUCIION ANU MAIN IENANCE. IHREL FEET OF HORIZONTAL SEPARATION IS THE MINIMUM FOR PIPES WITH THRFF FEET OF COVER FOR PIPES INSTALLED AT GREATER DEPTHS. PROVIDE AN ADDITIONAL FOOT OF SEPARATION FOR EACH ADDITIONAL FOOT OF DEPTH 2 THE 18 -INCH SEPARATION REQUIREMENT APPLIES WHEN THE STORM PIPE CROSSES ABOVE THE OCU MAIN, AND WHEN THE STORM PIPE HAS A DIAMETER EQUAL TO OR GREATER THAN 21 INCHES OTHERWISE, THE REQUIRED SEPARATION IS 12 INCITES J. IHIS SEPARAIIUN REQUIREMEN1 COMPLIES WITH MINIMUM FOLP SEPARAIIUN RLOUIREMEN IS OUTLINED IN 67- .555314, FAC VARIANCES FROM THE FOFP RFOUIRIMF NTS MUST COMPI Y Al /H 02-555 314(5), EAC AND MUST BE APPROVED INDIVIDUALLY BY BOTH FDEP AND OCU 4 DISTANCES GIVEN ARE FROM OUTSIDE OF PIPF TO OUTSIDE OF PIPE 5 NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF SANITARY OR STORM WATER MANIIOLL OR STRUCTURE IWfn I POINT �lL� RM11r' IS - ►A 10101 IG" RAW (BRACKISH) 10151 I6" WM (CIIUMY))-' EXIST 16" WA- E" RAW MPE £ (FRCS! I) HOPE ORO '- DCWATETBNC RESIDER MPE WELLPOINIS (MN PLAN VIEW 10' MIN Yf/Dllt PI FO FOIST 16" RAW (18WRRH)../'' EXIST IG" WM (COUNTY)) - B" RAW (MESH) IIDPC ORB CUT OUT SITU MG A. PEQAIBIC6 OR DRIVE 10 JUST ABOVE AND AROUND NEW PIPE INTERLOCKING STEEL SHEETING 80000 5 ILL MIS: 'SAN RLCIAHLD 4 LXIS! GRADE CEWAI ER WAS I A:ADIR PIPE 10101 I6" WM WFI I POINT (TYP) I I LI I— - � H H L H I-- _ '\ TOP -IN SI HT TING AS RFOUIRFD II MNia,RIPN(0 101110 SECTION A -A e GENERIC BORE ENTRANCE /EXIT /PIPE TIE -IN PIT LAYOUT SCALE: NTS NOTES: I THIS DETAIL IS FOR INFORMATION PURPOSES ONLY CONTRACTOR TC PROVIDE 10 ENGINEER TOR APPROVAL A SHEETING /SHORING DESIGN OF THE PIT, SIGNED We SFAIFD Fir A PROFFSSIONAI ENGINEER REGIS'EHEU 10 THE STATE OF FLORIDA 2 CVIIIRACIOH 10 IEMPURAHILY SUPPURI RESIRNN EXISTING PIPES WITHIN PI AS REQUIRED 11/30/12 8/1/12 5/8/12 (BREW — YRVZREII1121r'795F1Q D 914/0* DA I B: 907 DRAWINGS A: 60% DRAWINGS REVISION JRS JRS Or DA CITY OF CLEARY/ATER, FLORIDA ENGINEERING DEPARTMENT 100 S Myrtle Ave. Clearwater, Fl 33766 WATER TREATMENT PLANT NO. 2 - CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT CIVIL DETAILS D.cWr C19 Mims, we 2012024 102006 DAR wwM. 11/70 /I2 IPSO. BYH DRAW RP JRS w JMA 022 VERT OPRROVED re* CONSIPECIPTP On Ww13A WNW. a DOOM, PP T 0321 DAIS a C V Stop Less Check MUELLER H14350 with Lack Wing and Compression inlet or approved equal, Threaded Corporation Stop MUELLER H15008 or approved equal (Tap at 45" angle) Saddle required on 4" P.V.C. only Iron service saddle Ford FC 202 series w /stainless steel bond or approved equal _ - Water Main Water Service Tubing -` Driscopipe 5100 or Endot/Yardley . Blue Jet, SDR 9, 3408 Polyethylene CHLORINATION TAP CITY INDEX NO 408, I OF 2 91.5 CITY Or CLEARWATER, FLORIDA ENGINEERING DEPARTMENT CgK 1Ite4110N IAK nTY�a AA 1OF 2 n END CONNECTION 2" Ball Valve Hose Bibb 3/4" Canalized 2" Go Restrained 2" Tapped Plug 2" Corporation_„__., Tapping Soddle TEMPORARY BLOWOFF AND SAMPLE TAP O 0111' RIDE% NO 101; 2 OF 2 NTS Y SD" Ea TOP CONNECTION 0" RRASS ID DISK e IJ/ a 2500 psi CONCRETE 4ir COVER INSCRIBED RF•:'I MUM WATER PLAN VIEW SCALL: NIS r - ROIL- 1 now (NCI (IS R i 0 SHA RDINATFY WITH UWIR K) I flf f,()O HH APPROVED tEl OWNER 2 ARV OTHER AREA SWHI NOT SF YBJECIn TIN O SUBMERGENCE CE OR DENICL SURES WHERE IT O ATED OUTSIDE SO Sor CLE R .S REV ENCLOSURE SHALL OC LOCATED OUTSIDE OF CLEAR RECOVERY OWNWA Y ZONE 4 62 -S5S52 RACING LEBOW 10 ER SCNttNLU 1'Ek Inc MAR55 320(21ERS & Rsww B 5 z S COTOI y p0 BO SHALL WE M01A El 6(10 WY MANS COMPANY EO BOX 51URES DELL E 16110 34468 6 POLYETHYLENE S, CONCENTRATE SHELL BE OLN'C GREEN FOR RAw WATER NMNS, LONCENTRATE IINf AND MP nALK1VA511 TIN( AIR VALY,& TABLE 1 MY-0" Iwp (411 NOTES) - - -- 2' COM9IN4110N AIN VALVL W/ RE'NFORCED NYLON BODY-- - SEE IARLE 1 r -o_ ((WI) (RI WITS) I44[N1 14NeWCI11:04 2" 316 SS HOSE CI'LG (OCR (14c1.4A5110 CORK �. MODEL 95 53015125 it 53015155 OR APPROVED' EQUAL) 2' BAL. CORP GALL JAIME (21171 w/ 0RA55 NnunCE FINISH GRADE 2500 PSI CONCetEIE NO PVC RISERS A112458 4-f3� 3-PIECE MIL/STAR I WATER VALVE BOX (110 SUBSTITUTES) 2" 90 BEND, (COMP x COMP) PIPELINE TYPE I PAW WATER TEL 11 CONCENTRATE /POTARIr IYPL III RMKWASH / FORCFMAIN ARI VALVE MODEL 7-021 PT 02 0 -040 P1 02 WITH NONSLAM Al IAMMLNI 0,021 PI 01 —. -- SIZE 1.3'.16'832' (•D.H) POLYL INANE ENCLOSURE COVER w/ Inc :KING HASP _ (WATER PLUS COPR MODEL 9131632 OR APPROVED (D(101 ) f� r I 2" BM StRMCHT SERVICE MEVE M'Jltltk 0 -25146 OR EQUAL 2' P E TUB:NC MUELLER 300 BALL CORP VALVE - (TAFF THREAD , 110 COMPRESSION) OR EQUAL SCRIICC :.MOT - MWN O COMBINATION AIR VALVE SCALE NTS K" STONE OED 0 BRASS PIPE 2- nn' RCN) (COMP • Flp) C" P E TUBING (SLOPE UPw050 lowANU on' BENU Al ARV) NO PVC RISERS ALLOWED -- d- -Putt( NAAI}IANI( WIT VAIY) (NO SUBSTITUTES) FWI -TINE Si01 W/NK r BASE MATERIAL VAI VI- ROE A COVER — -- -' MODEL USE 2E30 OR FOUAI 457 STONE (MIN 12. All AR0UN0 AIR RELEASE VALVE) II -TEE MOREL 992 IInvENT AIR VACUUM VALVE SET OR APPROVED FOAL 90' REND (DMOPF) '. ' r 12' MIN DRAIN -OFF HIEING A/ 12" 1.0 (WAN 405E OFF,HV.FR .A-FL it 1" I" MEW- (LANCE BI F900 l TI \. 4' RESILENT WEDGE CATE VALVE (MJ) • 4' SPOOL PIECE (PEW)) 12'x4• ILL (RMJ) TOOL PIECE, POPE 4' 90' RENO (RMI•PC) NOTES' I) AUJUSI VLWIICAG ALIGNMENI 01 0001'USLU WAIIHMOIN SO THAI I00 POINT MCC MMnnATES A551 TARTY M 0 2) 1005//10 IN AIR VALVE ASSEMBLY G GATE 1'Al` /{ SHWA_ BC IR.: OOC IN 510E1VAI K 3) AIR VACUUM \AI mAIEREALS SHALL BE • T ANC PIPE, 'E A ING SC R C W] S I N N {CSS SILO •IRO FLANGE, SPIND LE SUPPORT E DRAIN 1ING DUCTILE IRON WITH EPDXY COATING PER SECIION 099 61 •AIR VALVE Sve ANODIZED ALUMINUM 4) ALL FITTINGS SHALL E RESTRAINED. 024 O COMBINATION AIR VALVE (TYPE I[ FOR CONCENTRATE PIPE N.'S CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMEN — 5/8.. MI0 4 Required 1f N) RING - HALF PLAN 36' 23" 21" Machined Surloce_ [..‘ `io, RING - SECTION Minimum Weight 7" 232 lbs 9" 278 lbs 0 1T10 0P aLOWOre NID Pick 1101e Non skid ,e< EE 1.Ft1 .- Pa11em 1 R el 'I `� Required / / 4' ❑ a J' 1 n e I , t; 88 I I I 111 81 �� ❑ to NOTES R*,g4Rrcd a u r n u 1. Where roodway base is I. O F I (5 a 8" a r tracker, use 9" '",1- ` -;- nr -L, rmy 2, Mo,wfaclurers model of storm ring and cover to r IN be approved by Cily Engineer r___ 72- 3/8 " - ---.1 I_1 r SOLID COVER _p Machined Surface, SOLID COVER SECTION Minirnurn WeIghl 128 lbs. e COMBINATION AIR VALVE MANHOLE COVER NIS 25 3/4" 29 1/2" RING - SECTION Wciahl 85 lbs H NOTES 11 S Foundry No 117 Ring And RI Cover, Or Frain!. 7 Non Penelroling Pick Iloles SOLID COVER 25 1 /7" .I SOLID COVER SECTION Weigh( 120 lbs COMBINATION AIR VALVE MANHOLE COVER CAST IRON CITY INNS NO 301; 2 nF 2 N T.S COMRINAEION AIR VAI VI MANHOLE FRAME W CO'/ER FXISTINE SIOEWAIK NO INC W'.5145 ALLOWED 9-PIECE ADJUSTABLE WATER miff ROX 010 SUBSII1UME5) , 4` 90' BEND (nMI,PC)"0 1_. —41 LM- - -- - E 4' EEC (RMJ) 1- ,- �'-'ii �1 4" SPOOL PIECE, PEIPE 4' 90 BEND (RM,18R8MJ) 17' MIN CONCRETE GRADE RINGS 16'.8" REINFORCED CONCREIE I001CR (6.6 AWE) 952 STONE '-- (MEN I2: ALL AROUND AIR RELEASE Ill'1)) H -TEC MODEL 985 HAVENT 4R VACUUM VAIK Sri OR APPROVIO EOM DRAIN -LEE FITTING W/ 12" LG DRAIN HOSE 4 ".3" REDUCER, El.•EI. 4" MEGA - FLANGE BY EBAA 4" R SILENT WEDGE CATL 00100 (MJ) SPOOL PIECE (PE.PE) n'OILS: 1) ADJUST 'VERTICAL ALIGNMENT 01 PROPOSED MAIN SO THAT 11011 P0:91 ACCOMM00AILS ASSEMBLY 2) CIIMRINATION NR AA. VE ASSFMRI Y A GATE VAIK SHA I RE LOCATED IN SIDEWALK 3) ALL [11118,05 511ALL BE RESIRLIALO OCOMBINATION AIR VALVE (TYPE V) FOR BACKWASH PIPE NTS a e►tea A tease 100X DRAWINGS iCOMM Uri NOW FNfans C: 1009• DRAWINGS JRS 11/30/12 8:905 DRAWINGS JRS /1/12 RAW A: 60% DRAWINGS JRS 5/8/12 REVISION a CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 100 S. Myrtle Ave. Clearwater, Fl 33758 WATER TREATMENT PLANT NO. 2 — CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT WATER DETAILS RAIE Id Sin, or FlatterA a I J:1 Slope or Hotter CoD4111X46111 Fnbau, G r a v e l me: Sheet -` - CROSS SECTION ion ISOMETRIC VIEW c„nmr.rho Liiirr ILMPORARY EROSION CONIROL GRAVEL INILRCEPIOR BERM CITY NOLO NO 601: I OF I N I S CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT MRIrrMMx "4.. .,E tWJS,JII yr— r U04 ,M INIRW:EF LDP ost8 lo ININnpe . T•e : -1 9ryr m Mite i/ 1 t / 51 r of Channels. Dilche,, GRIN., Mood Slde :typal h UeANt eM1 Creep A ' -_ Dislu,ned Ferlh Po,00e Glade to Collection Area _LL_ _ 1L r A-.4 Eorlk DLL, Edge al Cnann NS,Dilcnes. Soles, Rood. Side :lopes A Undielal bed La, It, PLAN VIEW Between lee% F7.-1"r cr :Wee SF C I ION A -A TEMPORARY EROSION CONTROL DIVERSION BERM CIIY INUDA NO b02: 10* 2 NTS CITY OF CLEARWATER. FLORIDA ENGINEERING DEPARTMENT Nty .IFxj IlN >•ORAVet 14.4444 rrrroyy« #y E'ONiRCµ {1Rh -�Uel INK A Mb,E�6 00,`00 l0! Rci:nng Rlork laid 6' From Throat Wen Harironlal Snorer aaek Rail of 11 1/2" Gouge Welded fence, 2,021 Mesh, 0' -10" Dinmeler Hued YAM 1" Slone NOILS: 1 Filaro.IS fiber material in front of block prevents grovel from washing into slruciore. 2 2 "X4' Behind block and across throat helps keep block in place Place in outer hole of spacer block. .5 Boles of hay and sod, similarly placed, may also be used O TEMPORARY SEDIMENT TRAP AT CURB INLET CITY INDEX NO 604, 1 OF I N CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT «; B M PJY AW TEYPG'W4r STOIWNT IRAD AI CIIRR Ie.Fs 1 s Mae WPC 1; 1 NIMa Tmcnl Mon D: tMSat Ma. S0' MY.___. C car U,1 WTL0 Scdimart I 6 Belo.. Throat Meow Out Block lemporariy, Rawl Tie Wilh Wire Screen CROSS SI C I ION And Gravel Filter Clrcvlor Shape is Not Essential - Vary Shope To Fit Drainage Area And (attain Obse,oe to Check hop Efficiency And Modify As Necessary To Insure Salislaclory Trapping 01 Sediment TEMPORARY SEDIMENT TRAP AT STORM DRAIN INLET CITY INDEX NO COS: I OF I NIS CITY OF CLEARWATER. FLORIDA ENGINEERING DEPARTMENT USE SANDBAGS, STRAW BA! FS OR OTHER APPROVED METHODS TO CHANNFI RUNOFF TO BASIN AS REQUIRED WHEN STRAW BALES ARC USED IN TI 115 APPLICATION A SILT FENCE IS TO BE INCLUDED AS SIIOWN ON II IL UPS IRLAM SIDE OF THE SEDIMENT BARRIER SEE INDEX NO, 60/ EXISTING PAVED ROADWA'! SEDIMENT DAAMIFR "; SUPPLY WATER TO WASH 1: WHLLLS H NECESSARY_ SPILLWAY NOTES: I ¢ r 025 1 THE ENTRANCE SHAT I BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLO . . Or SEDIMENT ONTO PUBLIC RIGHT -Or -WAY THIS MAY REOUIRE TOP DRESSING, REPAIR AND /OR CLEANING OF ANY MEASURES USED TO TRAP SEDIMENT 2 WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR 10 LN IRANCL ON 10 PUBLIC HIGH I -OR WAY 3 WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABII I7ED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN �l:4J #=l:f ?4i1 4.41,:** 4 !`14(0 ;i:1 &;1:f 10.4 ∎:A'S:R:. A L1 i 2 " -3" COURSE AGGREGATE 6' IHICK (MINIMUM) • t.1 •I1: a; 1:1: e:f _!•e 1:/: e: e:1 e.P'4 ,'. �aIolta•IJf,ZI DIVERSION RIDGE 50' MIN PLAN UIVLI1SION RIDGI NLQUIRLD WHERE GRADE EXCEEDS 2% 2 % 0 'dd /5G•- �7 f FILTER FABRIC SEC TIONA ._. A TEMPORARY EROSION CONTROL DIVFRSION BERM COY INDEX NO 052: 1 00 2 N T S DEC DC PI CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT "...Br TEMPORARY EROSION MC cle8 . CONTROL ucslcut l B. DIVERSION BERM AC u OG /Ou ,moo No 602 2 a 2 xrx RJR MIEn ItABWRUMI SLWNfNI TRW Al STORM DIMS BILL! litc LiPc FILTER FABRIC SPACING OF POSTS 10 BE MAIFRIAI 6 10 FEET APART CR.MI CAN= MANIM 5tCOLLY TASNNLD ID 'IR, MN. CR MW marl INo r MK. TO *PRA Dom) BACNFILLEO TRENCH 1 °PROxMA,ELY e INCHES OF FILTER FABRIC 1lAfERIAL M SI EXTEND WTC A TRENCH AND BE ANCHORED WITH SOMPACIED BACKER:. MAMMAL RUNOff AIPRNNAIr eIYI Ion 4 ell NV nor FOR 01101510501 SIRFNCTH I ILILH I /WHIE MA ILRIAL CAN WL Al !ACHED 10 A 4 INCH (MAX) YORE MESH SCREEN N'MICH HAS DCCN FASTENED 10 111E POSTS INSTALLING A F IL I ER I ABRIC SIE I F ENCL CITY IMOEX NO 601; 1 CF 3 535 ATTACHING TWO SILT FENCES IS FENCE t♦ r� 2nd PENCE PLACE 151 CHU FOCI UT pit ;LUAU IMS RI N 1130.1. INN N I'UYI Al ItAX/ 01 115.:1 AVIAN BOAT POSTS Al LEAS, 000 DECREES IN CLOCNMSE DIRECTION TO CREATE A TIGHT SEAL 0570 THE FARM MATERIAL 0011,1i MA t< BrRneT centre: govt BOra 1 POSTS ABOUT 10 GROUND W rHE (ROUND N p _ - - FILMY FLAP o CI Y OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT INSTAII INC A I!,4 HI ILN I ANNIE M T � _.Id] I. 1114 SAdle, 5' Mn, Points A Should He Higher Tnon Paint D 2 Excavate a 4' . 4' Trench Upscale Along the I ine Al Slakes Mew Sheet Floe InsIOc01iion (Perspective view) 3 Stopn. iglu Material 10 Slakes And Extend II Into 1Ne Trench Sheet Floor Inslouolion (Perspective View) I Hackhll And Compact The Excavated Soil Orninage IA,Io,IDlion (Front Llewlion) INSTAI I INC, A FILTER FABRIC SIL I FENCE CITY INDEX NO G00,, 2 OF 3 N Slyer buKrmeel Real AN: Se:veva crud , %d W 011.1 :arlad, 4M1 44101 Tom_. A_ / Earth Rcrm PLAN VIEW Water Level During Storm ezas a4 51,0. -, .Ink,: Noon bwdeurd T. 2' Ym. CROSS SECTION 6' Mx, ' owrnt., ripe Fnrlh Rcrm 2:1 Slide Slope 1 Slnbili(e4 Slope - Splash I'Putt and /o1 ptabil'caliwr Required it Pipe Empties :n to Other Thdn Body of Water TEMPORARY EROSION CONTROL SEDIMENT BASIN CITY INDEX NO DOG, I OF I NT5 CITY OF CLEARWATER. FLORIDA ENGINEERING DEPARTMENT 11 M ptA MIj5CYN1f .• -. 0 01 nn CITY OF CLEARWATER, FLORIDA LNOONSMIN6 DETAMPAr.I4I s" ' NISTALLING A OILIER ("KKK G FR I OCIer.I ID 100% DRAWINGS eeRAer rJ DI C: 100% DRAWINGS JRS 11/30/12 —710-teirtrUNANIL 0 We Fe t OA 0: 90% DRAWINGS A: 60% DRAWINGS JRS JRS 8/1/12 5/8/12 REVISION DATE CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 100 0. myrtle Ave Clearweler, FI 33756 PASO n�X WATER TREATMENT PLANT NO. 2 — CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT EROSION CONTROL DETAILS C21 SSIONA this11WY 2012024 CAN Comm gm 11/30/12 :NAM JAS 100000 arf °17ro asloA:o eYA wroa0 a 1: � 025 ON RetSW MOrIOL D AMbex. P C 1 147(1 100% DRAWINGS *ow= It !DAMEN ex STEEL OR WOOD 11051 36" HIGH MAX F 2 MIN PON01N0 HEIGHT FILTER FABRIC ATTACH SECI1REI Y TO UPSTREAM SIDE Of POST REINOTE 4' x A. TRENCH WI,1 COMPACTED BACKFILL STANDARD DETAIL ALTERNATE DETAIL IRLItErl 1111ILEHALLI EXIRA SIKENCIEL FREER FABRIC NEEDED WRICHT WIRE MESH SUPPORT STEEL OR WOOD POST ..10,01110 11111111111'' 1119111111111:". I ...1111Pilliwir- .. II ilillimilpF, .41,1111illipi;g _ _-_-_-- ,1111151P i -.. -1-1-7_1 `":::'-'cr,..z.I., - •••;'. ...,,7:P'27 MffiRE'S'O'PPSP T 'FIrri" SORE NE1 111114001 VANE SUPPORT FENCE 1.1 OW INSTAI I INC A F IL I ER FABRIC SIL I FENCE CITY INDEX NO 607; 3 OF 3 N T S NOTES: I INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SUNNI EY 1EN NECESSARY 2 REMOVED 51.DIEALNI SHALL HE DEPOS,IEN TO AN AREA THAT WEL NOT CONTRIBUTE SLDIMENI Ott HIE AND CAN 8L PERMANENT, STAR'117Fil S SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE RIBBING EEEICIENCY CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 77 I I r..,741ArING 111/EL_ He 3 P A 0 ATTACH FILTER FABRIC SECURE' Y TO 7". 4" WOOD FRAME, OVERLAPPING FABRIC 10 NEX1 SIAKE .16 MAX Ii TOP FRAME NECESSARY All ....JAM 111 r. 70(1110 Num PEAULIWIC 4 51X5 OF 6, M MAX NOTES: I OHIO' 1E101 5101+11 IL 1 Et KHMERS ARt 10 Kt USED FOR SMALL, NEARLY GHEE DRAINAGE AREAS (LESS 'HAN 57.) 7 HSI' 2". 4' KW ON EDI IIVAI FIG It TA, STAKES (5 FT MIN LENGTH) 3 INSTAI I 24 4" WOOD TOP MANE TO INSURE STABILITY 111( TOP 01 71111 MAIN (PONDING 11E1011) MUST BE WELL BELOW THE GROUND ELEVATION 001315SIOPt 10 PNLVENI RUNOFF IRON BYPASSND THE INIFT A TEMPORARY NKr ALA,' At NECESSARY UN 101 ItOM-15LOPE SRA TA 191 SINUC TEMPORARY SEDIMENT BARRIER SECTION A A AT DROP INLET CI IT INDEX NO 606, 1 01 2 N I S CITY OF CLEARWATER. FLORIDA ENGINEERING DEPARTMENT -W.I.1.- ILMVUHANT Gl. INIA 044 „1,.. :„Tw. gia54131 Al tmon act i D■ti /rn wing. EBB SoecIlic Aoolirotion 'his method Al inlet proleclion N OPP1KuLle Abe, the inlet drains in V reloliyely 11,11 area loopy DO 1111111 than 5X) where the inlet sheeI or ...Honda... (not e9ceedin, I c.f.' ) arc lypicol. Inc method shot not apply 10 inlets receiving eoncenIrnled notes, such OS I 4711,1 l Of highway meclions. STAKE ELEVATION 0, STAKE & FABRIC ONILNIA110,1 7 2 9" WOOD FR9ML I Al MAX 7 GAR IFR EXCESS ,.. FABRIC AT CORNERS ISOMETRIC NEW / 11 1 II 1 TEMPORARY SEDIMENT BARRIER AT DROP INLET CITY INDEX NO 608, 2 OF 1 N T S 026 NI• NAM INICINNION TYPE I t/4 IN III. MAIL- 4 LOLDG POR \ COMPACT STORAGE 1 DEPTH IsAf I'l'IAONLO rO Nr-f Fl NYLON REINFORCED VINYI 5/8 Ill POLYPROPYLENE ROPE — 4 (34111INICI [COREA. FABRICS AVAILABLE IN 07 IRA 110N STANDARD 1/4 IN CHAIN A L SEAMS HEAT SEALED GUI HANGED #24 SAFETY 11/1450.11 IN SIRESS PLATE (IC RGIOOFE PVC 51 01 CONN, C 10E4 -_ ITESTSItir f BUM 'THAIS) 18 (OR 22) 02 7.-D. VINYL COVERED NIEIRE \ - - TYPE I • STRESS PAO' 100 FOOT STANDARD LCNGTII DEP 1H AL:jilt:10H 10 NELU FOOS EVERY C. FF I I ,.,511it LS PLATE TOP 10All I INF 5/16 VINYL COATED CABLE (BLOW-UP OF SHACKLE CONNECTION) '‘'‘ FLOATATION 5/16 IN CHAIN DALLAS! & LOAD LINE Fl OATINC; TURBIDITY BARRIERS TYPE I & II CITY INDEX NO 609; 1 OT N TS CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT •77.7T tEDANIAG 7(011,2), AM7 WAVERS NCON•NDI V 1 I U MT II STRESS 27 02 NYLON REINFORCED VAAL - TYPE III PVC SI 01 - CONNECTOR e- 11) 'PAL FLOATATION Ml 5/16 III CHAIN DEPTH ACCORDING TO NEED 8/II, VINYL ClEA 11912 CABLE (ON 00111 SIDES Or CURTAIN TO REDUCE STRAIN) ORIENTATION WHEN INSTALLED ( IIDAL SI IUA IION - !TOL III) /7.1 SAFETY +1001, ST E55 PLAIT ITO SHACKLE 1 07 AT ACH LINES _,...._ AP 1INK AUIOMAT1C VASHING I !MIT (Cl. AT DUSK- /YEE AT DAWN) IOW OH CENTER SHALL DC USED IN A/MC:ARE CHANNELS ONLY — SIANDAkU CON1A.NMLN I 1.1 - SYSILMS UGH; BUOY 1LR SURF ACL 5 • — (AS RECOMMENCED BY ANCi IOR IOCATIRIAS TIC MANUFACTURER) IMF 07 "D'S R ,z-RDERBEll 'T7-(77."7••■•"..4 LLOA IING 1URBI[IITY BARRIER-- EY11 III CITY INDEX NO 609, 7 OF 2 N I S NOTE, ANCHORING WITH BUOYS, AS SHOWN. REMOVES ALL VERTICAL FORCES FROM THE CURTAIN HENCE, THE CURTAIN Yell NOT SINK FROM LAND OR CURRENT LOADS CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 0/4,‘ PAW. RD MUNI N. 114 " It (MANG 1LA1ISE7(FC POORLY INTL Al ORA,/ da im FG9 19,2 TYPICAL LAYOUT CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT .7r7 _TT_LEPONARE GEDIMILIT ITAENHER—A • DR*, RA 1 LIE' " -"T""" TYPICAL LAYOUT TIDAI WATERS AND/OR HEAVY WINO AND WAVF ACTION STREAMS, PONDS, AND LAKES (PROTECTED AND NON TIDAl) PROPOStO TOE 01 7011132 El DOD rug EXISTING CAUSEWAY I. 2'NCCHORM k BUOY I THIS DISTANCE IS VARIABLE BARRIER MOVEMENT TIlE TO TIDAL CHANGE FILL AREA SHORELINE ■O'INACHOR PT 5A-KAELLIPIL. Alli,104? PT ANCHOR PI STREAM ELBA' • I SHORELINE 1114115 Of CONSTRUCT/ON • ANCHOR Pf. • PURDIDI IT CURTAIN —1 ;%"rpTwo • THIS DISTANCE IS VARIABLE sicairta3i 12KiRI AREA TYPICAL INSTAL I ATION I AYOUTS OF FLOATING TURBIDIlY BARRIERS CITY INDEX NO 810; I Of 1 N IS CI Y Or CLEARWATER, FLORIDA ENGINEERING DEPARTMENT MM. I 11,Lis....fidALLF“KIN Atm NI I ING Ne-a Inlet INON 6,17, PLAN VIEW SECTION A—A SIT fence is (H instolled nr:0147sIrow beIes See lade. Woad Slakes (14, Ibis method Al inlet protection is UPOIl,p,BI IlIeVY the inlet Jecins o reialisely nut area (slopes nu greater Ilion 50) where dieel H oveiland flows (nut erceetliny AS CIA) we typical The method shnll nal apply to inlets rece;ving concentrated 115,.s, such as street Al highway medians TEMPORARY STRAW BALE SEDIMENT BARRIER AT STORM DRAIN DROP INLET CIE,/ INDEX NO E.11; I CA I H I S CI Y OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT NIOACI MOWN /MOWS MV C: 100% DRAWINGS JRS 11/30/12 0: 90% DRAWINGS A: 60% DRAWINGS JRS JRS 8/1/12 5/8/12 REVISION DAM iryp(e(Mf SONAR 114.11 110'NT 11/014/711 AT 5111111 PRA* ta)01` itta 2 Place and Stake SNar, Bales Angle First Slake IA MA! U I'll HiPI lb rNt._ - IlBBIBB I Bele 1.1cse gaS. Boles Musl Be TrantIy Anulttno With No Cops 3 Back1.11 and Comp.( the Excavated Soil BNIAnd WHe oc 1.1141 FlItHrd Runoff \ if 1' • 7 Slits Slaked end Intrenchcd SO ID (0+4104 1 Straw Bole T,ny.eLrIed G,* I. Rreosit Pont, Gcd.nr...1 R.9.911 PROP' 121 Y INSIA1 III) SWAIN HAI) (Cross Sec)ion) TEMPORARY STRAW BALE SEDIMENT BARRIER CIIY INDEX NO. 612, 1 OE I N I S CITY OF CLEARWATER, FLORI A ENGINEERING DEPARTMENT ki:Fill1.11MFESD11024217.1331ry i ,011111/////, \` ..... , s E ,9 ‘G 1%.• 0 : = p,••• x\\ CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT Ion s Myrtle Ave Clearweler. Fl 33756 WATER TREATMENT PLANT NO. 2 — CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT EROSION CONTROL DETAILS C22 COWRY, ic): 2012024 11C0 NO: 102006 D fat US. NA .12 OW000 CM MO: )3VH J A 020 1*1111 wea.c. U tormakos 41 MOW Om( D \CONTRACT 2 \027 C23.DWG 7 Ii N 7 0 St 11. SYMBOLS onog (7= <=. .=> c 15 bc to, rt. RR} nt HA., 077 GENERAL NOTES 1 11 ay. H.71 HIRJ, 0.10H7...7 FAV ty,tblot tto arot ,A,4; toe, IW AX,17 nen,, • tH2Owt RAH1w RANA tt. tr. rto •07.• owel YR, 1,11i Wu, tw, 1043 w rd WF7-7,I• att. R.I.,. 171 ,A..,. UN. tror A rotlo • •wtorRrro III A■ 41,.. • tIME tIll' VIP reowtew 010 ArmArAAH tWAH7 0.7w H., 41*7• III WV CONDIT IONS WHERE AMY REMY:a f 01/IPAWIIT WIRERS A. THEM W7711,1E1E5 for HWO f RAM," MORE nom z ROO. tHE CURB, OA IS OR MORE /AI COLE OF RAVEL WAY IAST . REVISION 07/01/05i FOOT DESIGN STANDARDS 2013 MULTILANE WORK OUTSIDE SHOULDER ORDEN 611 WIY/ASSOND - NYINTSIO3d PEDESTRIAN CROSSWALK varrowatnal 4•••••■•• fleata,realeal mamma) .11.w■ 011031171176147116 035010 )110913015 SIDEWALK CLOSED (101.710.10/ 411/....909 .71701011161. SYMBOLS . ar.7711, y Virto 10 r Vo 'F.., p•tre.7 04:41,4), rot LAY, ler7, Hy \ Or Y0t.FAHeot iFt0 ,tyy. N7-.} I to I31*774H44., Htw F- ra y PEDESTRIAN CROSSWALK PEDESTRIAN CROSSWALK EZJ CORNER SIDEWALK CLOSURE WITH TEMPORARY CROSSWALKS GENERAL NOTES MID-BLOCK SIDEWALK CLOSURE MID-BLOCK SIDEWALK CLOSURE WITH TEMPORARY WALKWAY 1' *Hew ow.. oto.c/ c FORA, AH1 A :wt.., ORI rt,u, 171r.w.. ,HRY Ir. ,N,IP 4 HAtlre., AY■ REVISION e 07,01/12 tort •A7as FR{.0, A a a7s o cos:, oboottOF / oft •twr RR7t, H. srw1t7e, tHr • T wpww1^7 at • 0•7 7 },}tA rtF7rwr, tr, rye ErriAn TRF CONDITIONS WHERE AMR V.11.1 IOUTIAIENT WORKERS OR !NEIN AC7HIT1ES 010110ACH OR TOE STOEIVALIC FOA A MOOR OR NON IMAM lt1 111.010 FOOT DES/ON STANDARDS 2013 PE DES TRIAN CONTROL FOR CLOSURE 011 SIDEWALKS 660 o1=t ER VOI0.4701. NILO IA MIK WUXI DISTANCE BETWEEN SIGNS Spew, it., 017 15 b.. IN WA' 340 Scot AO c . or trettto ER ............ • • • • • • /77 • ,r vra., At•A fe.• ■•■Ai. re Table I Device Spacing 1Rn. Owl•Aw Ammon Ovocc. So./ /VG/ I to Ft. 71 0.7..t.s;:er.strai 1 - ' „ 7„ ' 7477 fill. it 75 11 till. to , Iti 10 ; PO SOO ER • I COO IRMO IRMO Table IT raper Length Should. RI NeWr Fniphl 10 a ROM, SYW SAW Pt 71. 15 RI f 55 rcl, IRA A.71 6,1 AS, II III III IN —JO It/ A., — . of 71 1:51 /Al RA St 51 107 170 191 IC7 7f.1 -1oe Inb.A0 A. 44, www, F.HAt /AN SYMBOLS 7:4.: ict, le A ler',,) ir.ocobt ontc ctoccocc 15, (cot . E001 I) X4, =OF LAye InyWHHARto 0,01, Ht GENERAL NOTES DURATION NOTES 1,Otre, a PO WO, ,177 1•15•77,1,7 woo: mott A Fix.. An.. 7 bet • bcota/Co, 6, er37 Res At Ho RTIAn o HO+ . te, cot, OFR A 0N rry On, Inv 11E 7o77 HAlltr,w1 FIE lb 074,0,4 7,,O, It7t, RAW • Fowl n7 1•10FAHR 7 1171 CONDITIONS WOOMERA OR 7WEIR ACTW7TIES 14100.71. /Ft( 40,0 110,317 MAR IS ROI 1107 0101011 711051 7 10 toff /Of 7 CIO '74771 As, REVISION 07/01/07 SRA1OHIRNA. FOOT DESIGN STANDARDS 2013 MULTILANE, WORK ON SHOULDER 612 SHEET 100% DRAWINGS OF.CRO . 760.00 of..../0 G: 100% DRAWINGS B: 90% DRAWINGS EL 602 DRAWINGS REVISION JRS I1/30/11 JRS 11/1/II JRS 5/8/12 St OAR CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 150 S Myrtle Ave Clearwater. Fl 33766 WATER TREATMENT PLANT NO. 2 — CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT MAINTENANCE OF TRAFFIC wit C211 II D A1iACII01 DAN (01/10It 103 M Of 2012024 11/30/12 JRS XIS Ni 011 OSI1 Ut WI Mk ▪ 102006 IIVII !NA I 7 APPOOWO 11/1 Contlfuelloto 077 MO@ IMMO 111111161. PI- (17791 ARWATER \12009754 RO WTP 02 \CADD \CONTRACT 2 \027 C23.DWG InClviCuel rile PCt1Y, 1L \CITY OF GENERAL ND! LS DURA7 ION NOIES • .1.1•40./.0...14.0. V 6.01 lone . .0 r. r rr 71 04? 10,0, nv,:lo vv. rophrsol 0. DLO. .211,2.10,2 0 6 r1,111N2562 1;,/, :■A` 5,1 • 0,0 Off th, ///N, 0010,100 loOrr.o.t0111.-onl c. sOnte 1,0 SYMBOLS •cro RA, 0 ary. ANA /1.1 • 1..01. 1,1611. K. jein 4646.1 I 4,01 40 • 02.6nnoong 905601 4(04 ▪ I4(-040,,, 0 ober:non.: N and v :01 lama no volo 01611o0.6, VOOCC, !O.; 0.10roo 1In no, .1,1 o ,sl000a co.", Irno 1.),, 146016,1 16 COI lo 6,1,6 •.001,0 0:10 J6: 0.4001, NEU n n.:1 roles nor: itid/1 161.51, 05:n. LAST a REVISION 07/01/09; INEV-11110 FOOT DESIGN STANDARDS 2013 MULTILANE, WORK NEAR INTERSECTION MEDIAN OR OUTSIDE LANE MOSS NO 616 SNLEr SPEEDING FINES DOUBLED MEN *ORDERS PRESENT 1' • • I • • J L_ cm, I DISTANCE SET WREN SIGNS 41.0.0 41 .04.1. iss AS> HO so...00 WNW ir.• MEAD vnbror os. peyiCe Sp. ina Pr.. RV, ype / as 7:0.11 ''"." • C. " a • 614111.0 50111. beRn., 41n. LEFT LANE CLOSED ON FAR SIDE OF MINOR SIDESTREET RESTRICTED TURNING MOVEMENTS b=s 1=> OP- •410-41-010 :non 46651,1 ICI 111. 15.; FJdo inE .k.o• •.0.1 SPEEDING F INES DOUBLED WHEN PORKERS PRESENT LEFT LANE CLOSED ON FAR SIDE OF INTERSECTION TURNING MOVEMENTS ALLOWED rr.rr o,O. la, 1:6 :en Ivor , ,rntrro as lora .0 eat Jet anso 1.0 . Crinn END 4000 WORK Table II Taper lei - Merge (I2 Lateral Transition) 50044 I I 901103 I 00111 034 fAlerpr■ ia I 173 '4 4 Ii 41 I 3.0 41 .0 - as IJNYR 11,011,64 '040 seio. 1111.0. [ASS REVISION 07/01/12 PESCRIFTRof FOOT DESIGN STANDARDS 2013 MULTILANE, WORK NEAR INTERSECTION MEDIAN OR OUTSIDE LANE 616 3 100% DRAWINGS Ars I-. 01162efirSIOMI C: 100% DRAWINGS IRS 11/20/12 1.0 MUM, P.{ I JIDJI MOW 0: 90% DRAWINGS A: 60% DRAWINGS JRS JRS 6/1/12 5/S/I2 REVISION ANTE CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 100 5 Myrtle Ave Cleerveler, Fl 33760 J SPEEDING FMCS OOKIILEO WREN WORKERS PRESENT 011 J 1 I 1 61= • 011140 °101111 I RIGHT LANE CLOSED ON FAR SIDE OF MINOR SIDESTREET loir---iiietlitTWEEN SIGNS I Ai I At I L. 9.0 (It) sou t/M MP 61, rr r1r1,6y 0.00 von, n16,5:::• IKON TAMP Dowser Sparing ks, 00,0, Prot* II, r506 I 01 Ty. I, 0.1711.01.0 T o, E 1100 23 SO SO 2> 50 2J (NV ROAD PORK SPEEDING FIRES MANED WREN YORKERS PRESENT RIGHT LANE CLOSED ON FAR SIDE OF INTERSECTION WITH SIGNIFICANT RIGHT TURNING MOVEMENTS 0,5.5 ,,^1,11, o01.0.00 110 10.0,0 0.0000 mner • .16 16- Pn oole Ion Ne 1,0 Int io • sanl 1.. n. .1: J. 61.6.14,1,6 Table II Taper Length • Merge (12' Lateral Transition) 6nnen 1 NV, EnON1 101 1616,61 J6 I 02 420 0/S1 REVISION 07/01/09 1ff FOOT DESIGN STANDARDS 2013 MULTILANE, WORK NEAR INTERSECTION MEDIAN OR OUTSIDE LANE ma. 616 SHE(' 2 Ar" -10S613-0.14....1V-TE- 04.3 WATER TREATMENT PLANT NO. 2 - CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT MAINTENANCE OF TRAFFIC DIE 40O C24 ICES 01101.1. Ma • 2012029 .4 1.401. 11/30/12 -a 2113 `4171 Sosr NO 102006 0.11,711.. 991$ is...11 eV 2140 9.11 sa, 029 ....WO FM CONST.C110. ENGINEE 161.6. N,E I nM LIATE r r 1 t PINELLAS COUNTY ROW PERMIT Appendix.doc 9/27/2010 THIS PAGE LEFT INTENTIONALLY BLANK BOARD OF COUNTY COMMISSIONERS Nancy Bostock Neil Brickfield Susan Latvala John Morroni Norm Roche Karen Williams Seel Kenneth T. Welch Rob Fahey, PE City of Clearwater 100 South Myrtle Avenue #220 Clearwater, FL 33756 Pinellas County BUILDING & DEVELOPMENT REVIEW SERVICES Right -of -Way Utilization Permit Number 12 -0613 March 6, 2013 Re: New Raw Water Piping for City of Clearwater's Water Treatment Plant No. 2 Contract Nos. 2 and 3. (Revised Approval for Amended Plan Sheet C14, Signed & Sealed by Janine M. Alexander, PE, Dated 02/21/13) Dear Mr. Fahey: We are enclosing your approved Utilization Permit covering the proposed construction described below: Install new raw water lines at various locations to include: intersection of Drew St and McMullen Booth Rd, Lakeview Rd and Highland Avenue, Lakeview Rd from Highland to Belleair Rd, intersection of Missouri and Belleair Rd, intersection of Beverly Dr and Belleair Rd, Beverly Drive between Belleair Rd and Nursery Rd, Nursery Rd between Beverly Drive and Gateway Drive, intersection of Lakeview Rd and Hercules Avenue, intersection of Druid Rd and Belcher Rd, Druid Rd between 2nd St and Edenville Ave, and Drew St between Old Coachman Rd and US 19 This letter must be attached to and made part of the approved Utilization Permit, making the following conditions binding to the Permit: 1. It is the responsibility of the engineer of record to procure all necessary permits that are required by the agencies that are affected by the proposed construction. 2. Contact Pinellas County DEI Area Inspector Gene Crosson in the event of any unforeseen circumstances (727 - 580 - 6516). 3. Locate all existing underground utilities, including storm and underdrain systems, prior to beginning work. PLEASE ADDRESS REPLY TO: 440 Court Street Clearwater, Florida 33756 Phone: (727) 464 -3888 0 4. The contractor shall provide and maintain a safe and easily accessible paved or unpaved pathway for pedestrian traffic through the work zone for the duration of the construction project in accordance with FDOT Index 660 and ADA Standards. If the pathway lies along a designated school walking route, then the contractor must provide adequate supervision and/or guidance to the school aged students as they traverse through the work zone. 5. All right -of -way installations will be in accordance with practices referenced in the State of Florida Utilities Accommodations Manual. 6. All design and construction must conform to the minimum standards set down in Pinellas County Land Development, Zoning and /or related Ordinances, and Minimum Testing Frequency requirements. 7 Any sidewalk which becomes undermined must be removed and replaced. Sidewalks are to be reconstructed within three (3) days after removal. When existing sidewalk is removed, it is to be removed to the nearest joint. 8. Compaction for backfill shall comply with AASHTO T -99 (100 %). 9. Disturbed area within the right -of -way wiii be compacted to 100% of maximum density and sodded. 10. No stockpiling of material in roadway or on sidewalk. All dirt and debris will be removed from job site daily. Roads and sidewalk to be swept daily as part of daily clean up. Before this Permit becomes effective, it will be necessary to contact the Utility Notification Center, "Call Sunshine ", (1- 800 -432 -4770) not less than 48 hours or more than five (5) days prior to construction. Sincerely, Patrick S. Fox BDRS Regulatory Services rup12 -0613 ula.docx Enclosure cc: Gene Crosson, Sr. Inspector, DEI GEOTECHNICAL SOILS REPORT Appendix.doc 9/27/2010 THIS PAGE LEFT INTENTIONALLY BLANK REPORT OF THE GEOTECHNICAL INVESTIGATION CLEARWATER REVERSE OSMOSIS PLANT #2 PIPELINE BORINGS CLEARWATER, FLORIDA Driggers Engineering Services Incorporated D R I G G E R S E N G I N E E R I N G S E R V I C E S I N C O R P O RATE D Geotechnical Engineering & Construction Materials Testing Reiss Engineering, Inc. 1016 Spring Villas Point Suite 2000 Winter Springs, Florida 32708 Attention: Ms. Janine M. Alexander, P.E. RE: Report of the Geotechnical Investigation Clearwater Reverse Osmosis Plant #2 Pipeline Borings Clearwater, Florida Our File: DES 106673 Dear Janine: January 16, 2013 Pursuant to your authorization, DRIGGERS ENGINEERING SERVICES, INC. has completed the geotechnical investigation at the requested and selected locations along the planned pipeline route. Presented herein are the results of our field and laboratory studies together with a discussion of subsurface soil and groundwater conditions encountered. PLANNED CONSTRUCTION Information provided to us indicates that the subject project will involve the construction of raw water pipelines between remote well sites and the Brackish RIO Water Treatment Plant #2 located east of U.S. 19, north of Gulf -to -Bay. The plans provided to us indicate that the pipes will generally be 8 to 12 inches in diameter. We understand that the pipelines would be constructed utilizing a combination of direct burial, directional drilling and jack and bore methods. GEOTECHNICAL INVESTIGATION PROGRAM SOIL BORINGS - Forly -six (46) Standard Penetration Test (SPT) borings were conducted at selected locations near well sites and along the alignments where deeper embedment using directional drilling or jack -and -bore methods are indicated. The SPT borings were advanced to nominal depths of 15 to 40 feet beneath present grades and were positioned in the field by our Sarasota Phone: 941.371.3949 Fax: 941.371.8962 saroffice@driggers-eng.com Clearwater P.O. Box 17839 • Clearwater, Florida 33762 Phone: 727,571.1313 • Fax: 727.572.4090 clwoffice gdriggers- eng.com Tampa Phone: 727.571.1313 Fax: 727.572.4090 toaoffice@driggers-eng.com 2 geotechnician at locations accessible to drilling equipment and free of surface obstructions and buried utility lines. Boring locations are indicated by approximate station and offset on each boring log. General locations of the borings are also illustrated on the appended Plates I -A through I -D. Thirty -two (32) hand auger borings were also conducted at nominal 500 foot intervals along the alignments and between the SPT boring locations where the pipe profiles indicate relatively shallow embedment. These borings were advanced to nominal depths of 8 to 10 feet. Ten (10) supplemental muck probes were also conducted near boring locations where highly organic soils had previously been encountered. The hand auger boring locations are also indicated by approximate station and offset on each log and illustrated on the appended Plates I -A through I -D. Note that the upper 6 feet of each Standard Penetration Test boring was also sampled with hand auger equipment as a precaution against encountering unknown buried utility lines. Logs of the hand auger and SPT borings are presented in the report attachments. The logs contain visual soil descriptions and estimated Unified and AASHTO Soil Classifications corresponding to each sample interval. The SPT logs also depict tabulated and plotted Standard Penetration resistance values corresponding to each sample interval. Also included is a brief description of the Standard Penetration method of sampling and testing. LABORATORY CLASSIFICATION TESTS - A limited laboratory classification testing program was undertaken to aid in characterizing the engineering properties of the subsurface soils. Our laboratory tests included grainsize analyses, Atterberg liquid limit and plastic limit determinations and organic content tests. Corrosivity series testing (pH, Resistivity, Sulfates and Chlorides) was also performed on selected samples from varying depths. Results of the testing program are presented on the Summary of Laboratory Test Results in the appendix. Grainsize analyses are also included in the report attachments reflecting the percent finer (by weight) versus the equivalent grain diameter or U.S. Standard Sieve size. GENERALIZED SUBSURFACE CONDITIONS SOIL CONDITIONS - The exploratory borings have generally identified a subsurface profile typically consisting of an upper unit of fine sands with some to minimal silt, clay and organic fines content. These soils generally comprise the SP to SP -SM Unified and AASHTO A -3 Soil Classifications. Some of the upper sands contained gravel and limerock, evidence of the previous roadway and utility construction along the alignments. Driggers Engineering Services Incorporated 3 Silty to clayey sands and clays were also identified at several locations. These soils comprise the SM, SC and CL to CH Unified and AASHTO A -2 -4, A -2 -6 and A -7 -6 classifications. Highly organic soils (peat - muck) were also encountered at several boring locations. Based upon results of corrosivity testing of selected samples, the soils would be expected to be moderately to extremely aggressive. Groundwater was measured at depths ranging from about 1.7 to more than 10 feet below the ground surface during the course of our studies. Note that the well site borings were requested and conducted during September of 2012 while the remaining pipeline alignment borings were authorized and performed during November and December. A summary of the measured and estimated seasonal high groundwater levels is presented on Table I in the report attachments. A more detailed discussion of the soil and groundwater conditions along various sections of the planned alignment are contained in the following sections. 1. South MLK: Woodlawn to Lakeview (Borings W -37, WB -3, W -35, W -84, SPT -3 and HA -1 through HA -2A) - Soils consist principally of fine sands with variable silt, clay and organic fines content to the completion depths of the SPT borings. The soils typically comprise the SP and SP -SM Unified and the AASHTO A -3 classifications. An exception was noted at boring location HA -2 where a seam of peat was penetrated within a depth interval of about 7 to 7.5 feet. Offset borings HA -2B and HA -2C identified slightly organic to highly organic soils between 6.3 to 8.5 feet and between 5.8 and 9.0 feet, respectively. Clays were penetrated below about 14 feet in boring W -84. Groundwater was measured at depths ranging from about 3.6 to 6.8 feet below grade. The Soil Survey of Pinellas County suggests that soils in the vicinity are principally Tavares and Myakka soils. 2. Highland Ave: Belleair to Lakeview (Borings W -32 and HA -4 through HA -9) - Soils consist principally of fine sands with variable silt, clay and organic fines content to the completion depths of the SPT boring. The soils typically comprise the SP and SP -SM Unified and the AASHTO A -3 classifications. Groundwater was measured at depths ranging from about 4.4 to 6.2 feet below grade. The Soil Survey of Pinellas County suggests that soils in the vicinity are principally Tavares soils. Driggers Engineering Services Incorporated 4 3. Beverly Drive: Belleair to Nursery (Borings HA -10 through HA -13) - Soils consist principally of fine sands with variable silt, clay and organic fines content to the completion depths of the hand auger borings. The soils typically comprise the SP and SP -SM Unified and the AASHTO A -3 classifications. A layer of limestone gravel was identified at about the 2 foot depth at locations HA -10 and HA -11. Groundwater was measured at depths ranging from about 4.8 to 7.2 feet below grade. The Soil Survey of Pinellas County suggests that soils in the vicinity are principally Tavares soils. 4. Hercules: Nursery to Druid (Borings W -20 - +, SPT -17 through SPT -19 and HA -14 through HA -16) - Soils consist principally of fine sands with variable silt, clay and organic fines content to the completion depths of the hand auger borings. The soils typically comprise the SP and SP -SM Unified and the AASHTO A -3 classifications. Exceptions were noted at boring locations W -20A, W -20B -A and W -20B -C where varying thicknesses ofpeat were penetrated within a depth range of about 2.5 to 12 feet. Offset borings HA -20AA, HA- 2013A -A and HA- 20BC -A also penetrated organic soils. The borings with organic soils were located near a series of wetlands near Allen Creek. Clays were encountered below about 4.5 feet in boring HA -16. Groundwater was measured at depths ranging from about 3.6 to 6.8 feet below grade. The Soil Survey of Pinellas County suggests that soils in the vicinity are principally Tavares soils, with some Matlacha soils. 5. Druid Road: Hercules to FPC Easement (Borings WB -1, WB -4, W -83 - +, SPT -21, SPT -23 and HA -20, HA -22, and HA -24 through HA -28) - Soils consist principally of fine sands with variable silt, clay and organic fines content to the completion depths of the SPT boring. The soils typically comprise the SP and SP -SM Unified and the AASHTO A -3 classifications. Exceptions were noted at boring locations SPT -83 -C and offset boring HA- 83-C-B and where organic soils were penetrated within a depth range of about 1.5 to 4 feet and 1 to 1.5 feet, respectively. Offset boring HA- 83 -C -A encountered only organic stained fine sands. The borings with organic soils were located near a wetland near Edenville Avenue. Groundwater was measured at depths ranging from about 3 to 8.3 feet below grade. The Soil Survey of Pinellas County suggests that soils in the vicinity are principally Tavares and Myakka soils. Driggers Engineering Services Incorporated 5 6. FPC Easement: Druid to RO #2 (Borings WB -2, SPT- 30 through SPT -33 and HA- 29) - Soils consist principally of fine sands with variable silt, clay and organic fines content to the completion depths of the SPT boring. The soils typically comprise the SP and SP -SM Unified and the AASHTO A -3 classifications. Organic soils were encountered between about 5.5 and 13 feet at boring location SPT -31 and between about 4 and 6.5 feet in offset boring HA -31 -B. Clays were penetrated below depths of 12 and 18 feet in borings SPT -33 and SPT -32, respectively. Groundwater was measured at depths ranging from about 5.6 to 9.8 feet below grade The Soil Survey of Pinellas County suggests that soils in the vicinity are principally Tavares and Myakka soils. 7. Drew Street: FPC Easement to RO #2 (Borings SPT -34 through SPT -37A) - The surficial soils consist principally of fine sands with variable silt, clay and organic fines content. These soils typically comprise the SP, SP -SM, SM and SC Unified and the AASHTO A -3, A -2 -4 and A -2 -6 classifications. Clays were penetrated below depths ranging from about 2.3 to 12 feet in the SPT borings. Limestone was first encountered at depths ranging from about 12 to 34.5 feet. Groundwater was measured at a depth 4.3 feet below grade at boring SPT 37A. No groundwater was present within a depth of 10 feet at the remaining locations. The Soil Survey of Pinellas County suggests that soils in the vicinity are principally Tavares soils. 8. Drew Street: Park Place to Calais (Borings SPT -38, SPT -43, SPT -44 and SPT -51, HA -39, HA -48 through HA -50 and HA -52) - Soils consist principally of fine sands with variable silt, clay and organic fines content to the completion depths of the SPT boring. The soils typically comprise the SP, SP -SM, SM and SC Unified and the AASHTO A -3, A -2 -4 and A -2 -6 classifications. Clays were identified below depths ranging from about 2 and 12 feet at boring locations W82 -B, SPT -38, SPT -44 and SPT -51 and below about 23 feet in boring SPT -43. Peat was encountered between about 1.7 and 2.5 feet in boring HA -49. Groundwater was measured at depths ranging from about 3.5 to 9.6 feet below grade. The Soil Survey of Pinellas County suggests that soils in the vicinity are principally Tavares , Myakka and Urban - Wabasso soils. 9. Hampton - David (Borings W -11, SPT -41, HA -40 and HA -42) - Soils consist principally of fine sands with variable silt, clay and organic fines content to the completion depths of the SPT boring. The soils typically comprise the SP, SP -SM, SM and SC Unified and the AASHTO A -3, A -2 -4 and A -2 -6 classifications. Clays were identified below about Driggers Engineering Services Incorporated 6 14 feet at boring location W -11 and 8 feet in boring SPT -41. Limestone was first penetrated at about 28 feet in boring SPT -41. Groundwater was measured at depths ranging from about 1.7 to 7.2 feet below grade. The Soil Survey of Pinellas County suggests that soils in the vicinity are principally Tavares soils. 10. Drew Street to Alligator Creek (Borings W -82A, W -82B, and SPT -45 through SPT - 47) - Soils consist principally of fine sands with variable silt, clay and organic fines content to the completion depths of the SPT boring. The soils typically comprise the SP and SP -SM Unified and the AASHTO A -3 classifications. Clays were identified below about 14 feet at boring location W -82 -A, 2 feet at boring location W -82 -B and 7 feet in boring SPT -46. Clay seams were also present within a depth interval of about 6 and 8 feet in boring SPT -47. Groundwater was measured at depths ranging from about 3.5 to 9.6 feet below grade. The Soil Survey of Pinellas County suggests that soils in the vicinity are principally Tavares and Matlacha soils. 11. Calais - Madeira (Borings W -1, W -2, SPT -53, SPT -54 and HA -55) - Soils consist principally of fine sands with variable silt, clay and organic fines content to the completion depths of the SPT boring. The soils typically comprise the SP, SP -SM, SM and SC Unified and the AASHTO A -3, A -2 -4 and A -2 -6 classifications. Clays were identified below about 14 feet at boring location W -1, 10 feet at boring location SPT -53 and between about 12 and 14 feet in boring SPT -54. Groundwater was measured at depths ranging from about 2.4 to 6.2 feet below grade. The Soil Survey of Pinellas County suggests that soils in the vicinity are principally Tavares, Adamsville and Myakka soils. GEOTECHNICAL EVALUATION AND RECOMMENDATIONS DIRECTIONALLY DRILLED CONSTRUCTION - Directionally drilled construction methods should generally conform to the Section 555 of the most current Florida Department of Transportation (FDOT) Standard Specifications for Road and Bridge Construction. Care must certainly be exercised during the directional drilling process in order to appropriately stabilize the horizontal borehole with drilling slurry so as to avoid potential caving of overlying soils that could cause unacceptable settlements to overlying or adjacent utilities, roadways or structures. Conversely, one must avoid over - pressuring the drilling slurry, particularly within the very loose sands or soft clays and organic soils at shallow depths, that could result in unacceptable discharge of drilling slurry to the ground surface. Driggers Engineering Services Incorporated 7 JACK - AND -BORE CONSTRUCTION - Jack and Bore construction methods should generally conform to the Section 556 of the most current FDOT Standard Specifications for Road and Bridge Construction. Depending upon the location and groundwater levels at the time of construction, appropriate excavation shoring and dewatering may be required as discussed subsequently in this report. As with the directionally drilled construction, installation of the jack - and -bore casing must also consider protection of the overlying roadways and utility lines. Shoring of the jacking and receiving pits and appropriate dewatering may certainly be necessary, particularly where the excavations are in very loose to loose sands. Note that dewatering will be necessary not only for the pits, but along the entire length of the casing. OPEN CUT CONSTRUCTION - We understand that open - cutting and backfilling will likely be utilized for most of the route as well as at directionally drilled connection points and jacking and receiving pits. For shallow pipe connection depths of some 4 to 6 feet, minimal excavation shoring and dewatering would be expected. For deeper excavations associated with jacking and receiving pits, sheet piling or trench boxes will likely be needed to support the excavation side walls. Where sheet piling may be utilized, special care must be exercised to limit the development of any significant vibrations associated with installation and withdrawal activities which could result in settlements of adjacent roadways, utilities and structures. For this reason, it would be imperative, in our opinion, that sheet piles be installed utilizing techniques that do not impart unacceptable vibrations. There are specialty contractors with the capability for installing and removing sheeting utilizing non - vibration techniques. We would recommend contacting Giken American Corporation (phone: 407/380 -3232) for details relative to this methodology. Excavation Shoring - With respect to the design of an excavation bracing system, we recommend consideration ofthe following soil parameters which would be applicable for the principally sandy soils generally evidenced within the anticipated excavation depths: Moist Soil Unit Weight: 110 pcf Saturated Soil Unit Weight: 120 pcf Buoyant Soil Unit Weight: 60 pcf Coefficient of Active Earth Pressure: Kp = 0.33 At Rest Earth Pressure Coefficient: Ko = 0.5 Passive Earth Pressure Coefficient: Kp = 3.0 triggers Engineering Services Incorporated s t The at rest lateral earth pressure coefficient is recommended if the shoring will essentially be restrained against lateral deformation of the top which would be needed to approach the active earth pressure state. The effect of any surcharge loads during construction, such as stockpiled soil, must be superimposed. Naturally, the design must include an appropriate , factor of safety with respect to the design loads. The contractor must comply with applicable OSHA requirements with respect to excavation safety. In order to provide a firm stable working surface, we recommend undercutting the soils a minimum of 12 inches below the bottom ofthe planned pit elevation. We recommend careful geotechnical inspection at the undercut elevation to identify any unexpected pockets or zones of increased compressibility that may warrant further undercutting. However, excessive I undercutting should be avoided if possible. Where highly organic soils are excavated, they should be undercut to their full vertical depth and replaced with compacted backfilI in order to provide proper pipe support. The boring locations at which highly organic soils were encountered are discussed in the previous sections. Most of these locations appear to be in proximity to existing wetlands. Following removal of the undercut soils, the excavation should be backfilled to the planned pit bottom elevation utilizing compacted granular backfill, crushed concrete, crushed granite I or hard durable crushed limerock having a grading corresponding to an FDOT No. 57. The gravel should be uniformly compacted so as to produce a firm and unyielding subgrade for construction. The gravel layer will also aid in collecting seepage into the excavation. Care must be exercised in the preparation of the subgrade prior to placement of the gravel to avoid any remolding or disturbance of soils at the undercut elevation. Dewatering - Depending upon the depth of excavation and groundwater levels at the time of construction, dewatering maybe needed to maintain groundwater levels below excavation depths as well as below any jack and bore casing elevation. As with all dewatering I programs, it is important to maintain careful observations of the effectiveness of the system prior to initiating excavation and construction activities. It would, therefore, be important to install piezometers at points along the alignment to confirm the effectiveness of the Driggers Engineering Services Incorporated 9 dewatering. The dewatering system must consider potential settlement effects in the vicinity of the roads, utilities or neighboring structures. Therefore, it is recommended that the contractor retain a competent dewatering consultant to assist in properly designing the dewatering system. Suitability of Excavated Soils for Use as Backfill - The upper fine sands indicated in our geotechnical studies will certainly represent suitable materials for replacement and compaction as backfill for open cut construction and in the jacking and receiving pits. These fine sands comprising the SP to SP -SM Unified Soil Classifications or the AASHTO A -3 designation should respond effectively to conventional vibratory compaction. Sands with increased fines content, such as the silty to clayey sands (SM to SC, or A -2 -4 and A -2 -6 soils) typically penetrated below the cleaner sands could be blended with the cleaner sands to enhance their workability. Clay soils (CH or A -7 -6) and highly organic soils (Pt) should be excluded from backfill. It is important to recognize that the soils may exist at high moisture contents when excavated below the water table. Accordingly, these soil types may require some adjustment in moisture content to achieve efficient and effective compaction. In general, it is beneficial to adjust moisture contents to within ±2% of the optimum moisture as established by the appropriate Proctor moisture - density relationship as required by project specifications. RECOMMENDATIONS FOR INSPECTION AND TESTING - Pipe backfill and backfill placed in jacking and receiving pits should be placed and compacted according to City of Clearwater or project specifications. Backfill under all types of paving should be compacted in maximum 12 inch lifts to no less than 98 percent of the Modified Proctor dry density (AASHTO T -180). Backfill outside of paved area should be compacted to no less than 95% of the maximum T -180 dry density. We recommend testing of backfill at a minimum frequency of one test per fill lift at intervals not exceeding 300 feet of pipe excavation. LIMITATIONS - The geotechnical investigation program was undertaken to provide general information to assist in the design and construction of the planned casing at the areas investigated. Our investigation may not have included all information that the prospective contractor may require in the preparation of his bid proposal. The contractor is certainly encouraged to conduct such additional studies as he may deem necessary to qualify his proposal. Studies relative to environmental issues or impacts, other than the groundwater sampling and testing included herein, was not within our authorized scope of services. Driggers Engineering Services Incorporated 2 geotechnician at locations accessible to drilling equipment and free of surface obstructions and buried utility lines. Boring locations are indicated by approximate station and offset on each boring log. General locations of the borings are also illustrated on the appended Plates I -A through I -D. Thirty -two (32) hand auger borings were also conducted at nominal 500 foot intervals along the alignments and between the SPT boring locations where the pipe profiles indicate relatively shallow embedment. These borings were advanced to nominal depths of 8 to 10 feet. Ten (10) supplemental muck probes were also conducted near boring locations where highly organic soils had previously been encountered. The hand auger boring locations are also indicated by approximate station and offset on each log and illustrated on the appended Plates I -A through I -D. Note that the upper 6 feet of each Standard Penetration Test boring was also sampled with hand auger equipment as a precaution against encountering unknown buried utility lines. Logs of the hand auger and SPT borings are presented in the report attachments. The logs contain visual soil descriptions and estimated Unified and AASHTO Soil Classifications corresponding to each sample interval. The SPT logs also depict tabulated and plotted Standard Penetration resistance values corresponding to each sample interval. Also included is a brief description of the Standard Penetration method of sampling and testing. LABORATORY CLASSIFICATION TESTS - A limited laboratory classification testing program was undertaken to aid in characterizing the engineering properties of the subsurface soils. Our laboratory tests included grainsize analyses, Atterberg liquid limit and plastic limit determinations and organic content tests. Corrosivity series testing (pH, Resistivity, Sulfates and Chlorides) was also performed on selected samples from varying depths. Results of the testing program are presented on the Summary of Laboratory Test Results in the appendix. Grainsize analyses are also included in the report attachments reflecting the percent finer (by weight) versus the equivalent grain diameter or U.S. Standard Sieve size. GENERALIZED SUBSURFACE CONDITIONS SOIL CONDITIONS - The exploratory borings have generally identified a subsurface profile typically consisting of an upper unit of fine sands with some to minimal silt, clay and organic fines content. These soils generally comprise the SP to SP -SM Unified and AASHTO A -3 Soil Classifications. Some of the upper sands contained gravel and limerock, evidence of the previous roadway and utility construction along the alignments. Driggers Engineering Services Incorporated 10 It must be understood that while several muck probes were conducted offset from the original boring locations where organic soils were recovered, the muck probes were intended to provide additional soil information and not a precise delineation of the vertical and lateral extent of the organic soils. It is also possible that highly organic or otherwise unsuitable soils could be present at locations between the widely spaced borings of our investigation. Note that no sampling and testing of groundwater was requested or performed for comparison of existing groundwater conditions with the parameters listed in The State of Florida Department of Environmental Protection "Generic Permit for the Discharge of Produced Groundwater from any Non - Contaminated Site Activity ", dated February 14, 2000. If open cuts and dewatering are contemplated, it is our understanding that this groundwater sampling and testing would be required by the City of Clearwater prior to any groundwater discharge. DRIGGERS ENGINEERING SERVICE, INC. appreciates the opportunity to serve you. Should you have any questions concerning our findings, please do not hesitate to contact the undersigned at your convenience. Respectfully submitted, DRIGGERS ENGINEERING SERVICES, INC. Nicholas T. Korecki, P.E. Senior Geotechnical Engineer FL Registration No. 45529 FL Registration No. 16989 NTK -REP \ 106673-Pipeline Copies submitted: (5) [riggers Engineering Services Incorporated `G•. oC NSF .. :((\Cp'i e �• No. 45529 *"...f:'-% * l' /7/3 9 :lks • B °i �••. STATE OF :4- s Ss G� •�a9ARaee'a..� a. APPENDIX TABLE I - SUMMARY OF GROUNDWATER INFORMATION CLEARWATER R/O PLANT #2 PIPELINE PLATES I -A THROUGH I -D - TEST BORING LOCATION PLANS STANDARD PENETRATION TEST BORING LOGS HAND AUGER BORING LOGS SUMMARY OF LABORATORY TEST RESULTS GRAINSIZE ANALYSES METHOD OF TESTING Driggers Engineering Services Incorporated THIS PAGE LEFT INTENTIONALLY BLANK TABLE I - SUMMARY OF GROUNDWATER INFORMATION CLEARWATER R/O PLANT #2 PIPELINE Driggers Engineering Services Incorporated THIS PAGE LEFT INTENTIONALLY BLANK SUMMARY OF GROUNDWATER DATA R.O. #2 PIPELINE BORINGS CLEARWATER, FLORIDA OUR FILE: DES106673 BORING MEASURED GW DEPTH (FT -)* EST. SHGW DEPTH (FT.) BORING MEASURED GW DEPTH (FT.)* EST. SHGW DEPTH (FT.) W -37 3.6 2.5 HA -15 4.9 3.5 WB -3 6.3 4.0 HA -16 4.6 2.5 W -35 6.8 4.0 W -20A 6.4 2.0 HA -1 6.2 4.5 W -20B -A 3.6 2.0 HA -2 6.3 5.0 W -20B -B 6.0 3.5 HA -2A 6.6 5.0 W -20B -C 3.7 1.5 SPT -3 5.4 4.0 SPT -17 4.3 3.5 W -84 3.8 2.5 SPT -18 9.9 7.5 HA -4 4.4 2.0 SPT -19 5.8 4.0 HA -5 6.2 3.5 HA -20 6.3 4.0 HA -6 6.0 4.0 SPT -21 6.2 4.5 HA -7 5.0 3.0 HA -22 6.3 5.0 HA -8 5.1 3.0 SPT -23 7.2 6.0 HA -9 4.8 3.0 HA -24 6.7 3.0 W -32 5.4 3.5 HA -25 4.7 3.0 HA -10 4.8 3.0 HA -26 5.1 3.5 HA -11 4.9 3.0 WB -4 5.6 4.0 HA -12 7.2 5.0 HA -27 4.6 3.0 HA -13 7.1 5.0 WB -1 5.5 3.5 HA -14 6.5 5.0 W -83 -A 8.3 4.5 SUMMARY OF GROUNDWATER DATA R.O. #2 PIPELINE BORINGS CLEARWATER, FLORIDA OUR FILE: DES106673 BORING MEASURED GW DEPTH (FT.)* EST. SHGW DEPTH (FT.) BORING MEASURED GW DEPTH (FT.) * EST. SHGW DEPTH (FT.) W -83 -B 4.3 2.5 HA -39 4.8 2.5 W -83 -C 3.0 1.0 SPT -43 6.8 3.0 HA -28 6.3 3.0 SPT -44 6.0 3.5 HA -29 6.1 3.0 SPT -45 5.8 3.5 WB -2 7.2 5.0 W -82 -A 5.3 3.5 SPT -30 9.8 7.0 SPT -46 5.7 3.0 SPT -31 6.4 3.0 W -82 -B 3.5 1.0 SPT -32 5.8 4.5 SPT -47 9.6 1.0 SPT -33 5.6 2.0 HA -48 4.8 2.5 SPT -34 >10 5.5 HA -49 5.3 1.0 SPT -35 - >10 2.0 HA -50 3.9 2.5 SPT -36 >10 2.0 SPT -51 4.5 1.5 SPT -37 >10 3.0 HA -52 4.6 4.0 SPT -37A 4.3 2.5 SPT -53 6.0 4.0 W -11 1.7 1.0 W -2 2.4 1.0 HA -42 3.5 2.0 SPT -54 6.2 4.0 SPT -41 7.2 5.0 HA -55 4.0 2.0 HA -40 5.1 3.0 W -1 4.7 3.0 SPT -38 5.8 3.0 * "W" bonngs performed in September, 2012. 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NM MI NM — NM I NM i 1 t 1 t 1 1 1 e DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 106673 BORING NO. SPT -3 Project Raw Water Transmission Main Expansion Project, Clearwater RO Plant #2 Location See "Remarks" Foreman S.F. Completion Depth To Depth 21.5' Date 11/29/12 Water 5.4' Time Date 11/29/12 DEPTH, FT SYMBOL \ SAMPLES I SOIL DESCRIPTION SURF. EL: BLOWS ON SAMPLER PER 6" OR PEN. STR. STANDARD PENETRATION TEST BLOWS/FT. ON 2" O.D. SAMPLER -140 LB. HAMMER, 30" DROP 10 20 40 60 80 0 p f.:.: :.:: 9: Gray Fine SAND with trace of limestone fragments 2/3/4 5/7/10 1/2/3 8/11/15 16/21/42 \(SP) (A -3) Fine SAND (SP) (A -3) ,Brown Brown and light brown Fine SAND (SP) (A -3) ; Light tan Fine SAND with orange veins - 5 - , `(SP) (A -3) ,Light gray Fine SAND (SP) (A -3) _...'! ... Loose to medium dense light brown to brown Fine SAND (SP) (A-3) r5/6/11 10 - 15 :': • . Medium dense to very dense dark brown r to brown and dark brown Fine SAND (SP) (A -3) ' 20 - 25 - -30- Remarks Location: Woodlawn St.; Sta. 15 +08; Offset 16.5' Left of Survey Baseline Borehole Grouted Casing Length DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 106673 BORING NO. SPT -17 Project Raw Water Transmission Main Expansion Project, Clearwater RO Plant #2 Location See "Remarks" Foreman S.F. Completion Depth To Depth 40.8' Date 11/19/12 Water 4.3' Time Date 11/19/12 DEPTH, FT ISYMBOL tu a. 2 < co SOIL DESCRIPTION SURF. EL: BLOWS ON SAMPLER PER 6" OR PEN. STR. STANDARD TEST BLOWS/FT. rON 2" O.D. SAMPLER -140 LB. HAMMER, 30" DROP 10 20 40 60 80 0 12" Asphalt Pavement 2/1/1 1/1/2 3/2/4 5/4/3 2/1/3 2/3/4 4/4n 719/30 4" Shell Base —_.■.,"'1 __11111 ��,1111 NMI 11111 MI Brown Fine SAND (SP) (A -3) \Light brown Fine SAND (SP) (A -3) .:E. : Brown and light brown Fine SAND (SP) (A -3) .l >. _: Brown Fine SAND with roots (SP) (A -3) Y :. Very loose brown and light brown . :F:' ■ to fight brown Fine SAND (SP) (A -3) ■ , 1.111 111 1111 10 ■- !l��UIUI111 IBM _.•„111I • 1111111 1111 •11 Wit;. ;v- ;: 4 Loose brown Fine SAND with roots (SP) (A -3) ■ 4 Loose to very loose light brown to gray silty, slightly clayey Fine SAND (SM) (A -2 -4) 1I .� ° MI 15 NM 1111 !! ��1111 1111 Firm light green CLAY (CH) (A -7-6) - 20 - ��•NIIIlll lifOill 01 elf OA ' Stiff to hard light gray cemented CLAY (CL) (A-7-6) i 25 1111 —o ■��IIII 111 1111 ■EN ■�i�1111II 1111II1 30 IN 11111 1111 El 111 11111 Remarks Location: S. Hercules Ave.; Sta. 112 +87; Offset 110' Left of Survey Baseline Borehole Grouted Casing Length 1 r 1 1 1 II DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 106673 BORING NO. SPT-17 Project Raw Water Transmission Main Expansion Project, Clearwater RO Plant #2 Location See "Remarks" Foreman S.F. Completion Depth To Depth 40.8' Date 11/19/12 Water 4.3' Time Date 11/19/12 DEPTH, FT SYMBOL SAMPLES SOIL DESCRIPTION SURF. EL: BLOWS ON SAMPLER PER 6" OR PEN. STR. STANDARD PENETRATION TEST BLOWS/FT, ON 2" 0.0. SAMPLER-140 LB. HAMMER, 30" DROP 10 20 40 60 80 35 . .7. . Stiff to hard light gray cemented CLAY (CL) (A-7-6) 8/12/15 11/50* 40 * 0.3' Penetration 45 50 55 60 65 - Remarks Location: S. Hercules Ave.; Sta. 112+87; Offset 13.0' Left of Survey Baseline Borehole Grouted Casing Length DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 106673 BORING NO. SPT-18 Project Raw Water Transmission Main Expansion Project, Clearwater RO Plant #2 Location See "Remarks" Foreman S.F. Completion Depth To Depth 26.5' Date 11/19/12 Water 9.9' Time Date 11/19/12 DEPTH, FT SYMBOL Ill -J a. a SOIL DESCRIPTION SURF. EL: BLOWS ON SAMPLER PER 6" OR PEN. STR. STANDARD PENETRATION TEST BLOWS/FT. ON 2" O.D. SAMPLER-140 LB. HAMMER, 30" DROP 10 20 40 60 80 o ' Gray and brown Fine SAND (SP) (A-3) 2/2/2 1/1/2 1/1/1 4/3/3 2/2/3 8/8/13 3/1/2 --• • . Light brown Fine SAND (SP) (A-3) 1111 :"::::* ••••••• 11111 5 El Tan Fine SAND (SP) (A-3) 1111 A \(/;p; loose brown and light brown Fine SAND II • NI 1111 i.:::..1..A Very loose dark brown Fine SAND with trace of finely divided organic material (SP) (A-3) A NE 10 :::::-.:11 1111 „ ..."" ,....., km 1111111 1111 , Loose dark brown to brown slightly silty 1 Fine SAND (SP-SM) (A-3) A 1 i:1: w1 is i c14-1: .... ... ro II ,H;v:ti 111 1 111 1 .. .. Medium dense brown Fine SAND (SP) (A-3) 111 20 — " .:.!- .:. :::::: 11 MEM •111111 •-- — • •• • • • rid 1 1111 Very loose light grayish-brown silty Fine SAND (SM) (A-2-4) FIAll I 1111 25 11121 INIII •11111 •111111 30 111 nil Remarks Location: S. Hercules Ave.; Sta. 119+83; Offset 15.5 Right of Survey Baseline Borehole Grouted Casing Length 1 1 1 1 1 r 1 1 DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 106673 BORING NO. SPT -19 Project Raw Water Transmission Main Expansion Project, Clearwater RO Plant #2 Location See "Remarks" Foreman S.F. Completion Depth To Depth 16.5' Date 11/19/12 Water 5.8' Time Date 11/19/12 DEPTH, FT SYMBOL co w a E < co SOIL DESCRIPTION SURF. EL: BLOWS ON SAMPLER PER 6" OR PEN. STR. STANDARD PENETRATION TEST BLOWS /FT. ON 2" O.D. SAMPLER -140 LB. HAMMER, 30" DROP 10 20 40 60 80 0 .4i Grayish -brown Fine SAND with some roots 1/1/1 1/2/2 1/0/2 2/3/6 \(SP) (A -3) Tan Fine SAND (SP) (A -3) Light tan Fine SAND (SP) (A-3) Light grayish -brown Fine SAND (SP) (A -3) r Very loose brown and light brown Fine SAND _ (SP) (A -3) • ' Very loose to loose dark brown Fine SAND with trace of finely divided organic material (A -3) r - 10 - '(SP) r : :::' .r - 15 i'5/5/8 Medium dense brown Fine SAND (SP) (A -3) - 20 - - 25 - - 30 - Remarks Location: S. Hercules Ave.; Sta. 128 +23; Offset 19.0' Right of Survey Baseline Borehole Grouted Casing Length DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 106673 BORING NO. SPT -21 Project Raw Water Transmission Main Expansion Project, Clearwater RO Plant #2 Location See "Remarks" Foreman S.F. Completion Depth To Depth 16.5' Date 11/19/12 Water 6.2' Time Date 11/19/12 IL. z a o -� m m N co uj a n y SOIL DESCRIPTION SURF. EL: z w H O a u7 CO ...1 Z 0 a m * O !o STANDARD PENETRATION TEST BLOWS /FT. ON 2" O.D. SAMPLER -140 LB. HAMMER, 30" DROP 10 20 40 60 80 0 i_, "j= . -.,,,_-•,•,, 4 v','I: "��. Light grayish -brown Fine SAND with roots (SP) (A -3) 1/1/1 1/11311� 1/1/2 2/1/2 2/4/5 ��tu111 __.■.,111 1111 I111 Tan Fine SAND (SP) (A-3) 5 = :.:::.:: Light brown Fine SAND (SP) (A-3) '� r Very loose dark brown Fine SAND (SP) (A -3) r ��■"11111 gm. III1 r -:- ±>' q, n ......... Very loose dark brown Fine SAND with finely divided organic material (SP) (A-3) - 0 !• • I1• ,,,,::::.- •:•-•: loose to loose brown _ to light brown and brown Fine SAND (SP) (A -3) II 1111111 ■„"1111 111111 1111 11111 - 15 WM IIIN 1111 1111 - 20 - 1111 • 11111 Nil - 25 •iu1111 I Du III - 30 - An 1•11 Inn lift Remarks Remarks Location: Druid Rd.; Sta. 151 +80; Offset 24.0' Right of Survey Baseline Borehole Grouted Casing Length 1 1 1 r 1 1 r 1 1 1 t t 1 1 t i t r t DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 106673 BORING NO. SPT -23 Project Raw Water Transmission Main Expansion Project, Clearwater RO Plant #2 Location See "Remarks" Foreman S.F. Completion Depth To Depth 26.5' Date 11/20/12 Water 7.2' Time Date 11/20/12 DEPTH, FT ISYMBOL w ii M c SOIL DESCRIPTION SURF. EL: BLOWS ON SAMPLER PER 6" OR PEN. STR. STANDARD PENETRATION TEST BLOWS /FT. ON 2" O.D. SAMPLER -140 LB. HAMMER, 30" DROP 10 20 40 60 80 0 •A- • y • Light brown Fine SAND with roots and rock fragments (SP) (A -3) 1/3/3 1/1/2 1/1/1 2/3/5 6/8/10 16/15/18 7/10/10 _ ; = Light brown and brown Fine SAND (SP) (A -3) 5 Loose light brown Fine SAND (SP) (A -3) _ . 4 • • :•:■ �:=': :- p. "' ■ 7: A Very loose dark brown Fine SAND (SP) (A -3) 10 Very loose to loose dark brown Fine SAND with trace of finely divided organic material (SP) (A -3) _ 15 LV'jy.L r : ; t A Medium dense dark brown weakly cemented Fine SAND with finely divided organic material (SP) (A -3) Dense light brown silty Fine SAND (SM) (A -2-4) 20 _ _ rI?.,:r , i; :, ,: ! 9::1. tt1!.i: rn.17; Medium dense light brown slightly silty Fine SAND (SP -SM) (A -3) 25 30 Remarks Location: Druid Rd.; Sta. 165 +68; Offset 40.0' Right of Survey Baseline Borehole Grouted Casing Length DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 106673 BORING NO. SPT -30 Project Raw Water Transmission Main Expansion Project, Clearwater RO Plant #2 Location See "Remarks" Foreman S.F. Completion Depth To Depth 16.5' Date 11/20/12 Water 9.8' Time Date 11/20/12 DEPTH, FT SYMBOL JPENETRATION d 2 co SOIL DESCRIPTION SURF. EL: BLOWS ON SAMPLER PER 6" OR PEN. STR. STANDARD TEST BLOWS /FT. ON 2" O.D. SAMPLER -140 LB. HAMMER, 30" DROP 10 20 40 60 80 0 ,'c; �+rifl5. '.:,E t Brown Fine SAND with roots and rock fragments ISP) (A -3) 1/2/2 1/0/1 1/1/0 2/3/5 5/6/7 b•01:; - h. Light brown Fine SAND with rock fragments (A -3) • .,(SP) Light brown Fine SAND (SP) (A -3) ' - , Very loose brown Fine SAND (SP) (A -3) ..0.1,-,r ?..:14;1_ rr. xr Very loose dark brown Fine SAND with finely divided organic material (SP) (A -3) - 10 • :i: : :: :: : : Very loose dark brown Fine SAND with trace _ of finely divided organic material (SP) (A -3) ' Loose brown Fine SAND (SP) (A -3) - 15 r a'.: i iia i1 r r 1.+. Medium dense light brown slightly silty Fine SAND (SP -SM) (A -3) / - 20 - 25 _ - 30 - Remarks Location: Greek Orthodox Church Entrance; Sta. 305 +26.5; Offset 26.0' Right of Survey Baseline Borehole Grouted Casing Length 1 1 1 1 r i r t 1 1 1 1 1 1 1 1 DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 106673 BORING NO. SPT -31 Project Raw Water Transmission Main Expansion Project, Clearwater RO Plant #2 Location See "Remarks" Foreman S.F. Completion Depth To Depth 16.5' Date 11/20/12 Water 6.4' Time Date 11/20/12 DEPTH, FT SYMBOL JPENETRATION a n co SOIL DESCRIPTION SURF. EL: BLOWS ON SAMPLER PER 6" OR PEN. STR. STANDARD TEST BLOWS/FT. ON 2" O.D. SAMPLER -140 LB. HAMMER, 30" DROP 10 20 40 60 80 0 ": 7" Asphalt Pavement 0/0/1 WH/WH /1 4/7/5 4/3/4 2/3/2 __.■., III s Very dark gray Fine SAND with rock fragments C�s (SP) (A-3) __•�•, __��1 __.u" ��•iii 111 111 111 111 Very dark Fine SAND 1 gray with pieces large debris of roots and (SP) (A -3) 5 Dark brown and light brown Fine SAND SP A -3 ��_ " Dark gray Fine SAND (SP) (A-3) Mil 1 111 ° Very soft dark brown fibrous, highly organic SILT (Pt) (A-8) ■ t-_.■.1 11 11I 111 1111 ___.■.111' 1111111111911111 MEN 1 11111 �� ''_■ Very Ve soft to soft dark brown highly organic SILT (Pt) (A -8) 10�' ■ Medium dense gray Fine SAND (SP) (A -3) 11111 � Firm dark brown highly organic SILT (Pt) (A 8} • Loose gray to light brown Fine SAND (SP) (A -3) El�■,1"'11 15 �1,�•i ■1 111 U 1111111 �� ■1 111 20 II 25 f 30 III 11I Remarks Location: Bay Park Apartments Entrance; Sta. 313 +11; Offset 44.5' Right of Survey Baseline Borehole Grouted WH - Weight of Hammer Casing Length DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 106673 BORING NO. SPT -32 Project Raw Water Transmission Main Expansion Project, Clearwater RO Plant #2 Location See "Remarks" Foreman S.F. Completion Depth To Depth 31.5' Date 11/21/12 Water 5.8' Time Date 11/21/12 IDEPTH, FT ISYMBOL cr) iii a. co SOIL DESCRIPTION SURF. EL: BLOWS ON SAMPLER PER 6" OR PEN. STR. STANDARD PENETRATION TEST BLOWS /FT. ON 2" O.D. SAMPLER -140 LB. HAMMER, 30" DROP 10 20 40 60 80 0= Brown Fine SAND with roots and rock fragments 2!3/3 1/3/6 5/8/10 2/1/1 4/4/6 7/14/16 5/10/14 .. ,c,.. :pg \(SP) (A -3) Light brown Fine SAND with rock fragments ar' "'::,4 \(SP) (A -3) Brown Fine SAND with rock fragments (SP) (A -3) ::.:6: - trace of rock fragments at depth 6.0' Loose brown Fine SAND (SP) (A -3) - 10 r Medium dense light brown _ to bluish -green silty Fine SAND (SM) (A -2-4) r5/7/6 - 15 g'$;f ,00 8141/P � OSof ig 460 Very loose gray silty, clayey Fine SAND (SM -SC) (A -2-6) Stiff bluish -green CLAY (CH) (A -7 -6) - 20 -A? 141 0' If 111 i 1 �0r oiir :0� Very stiff brown cemented, silty CLAY with trace of cream colored LIMESTONE (CL) (A -7-6) 25 • • '• Very stiff bluish -green cemented CLAY .' . 30' Remarks Location: W. Service Rd. - U.S. 19; Sta. 330 +78.5; Offset 22.0' Right of Survey Baseline Borehole Grouted Casing Length 1 1 1 1 1 1 1 1 1 t f 1 1 1 DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 106673 BORING NO. SPT -33 Project Raw Water Transmission Main Expansion Project, Clearwater RO Plant #2 Location See "Remarks" Foreman S.F. Completion Depth To Depth 31.5' Date 11/21/12 Water 5.6' Time Date 11/21/12 DEPTH, FT SYMBOL N W -J a E /SURF. SOIL DESCRIPTION EL: BLOWS ON SAMPLER PER 6" OR PEN. STR. STANDARD PENETRATION TEST BLOwS/FT. ON 2" O.D. SAMPLER -140 LB. HAMMER, 30" DROP 10 20 40 60 80 0 ' V; Gray Fine SAND with shell (SP) (A -3) 2/2/6 4/7/6 3/2/4 WH/WH /1 4/3/4 4/6/6 6/16/26 7/9/14 : ;; :: :_ Gray Fine SAND (SP) (A -3) Mil r •:::-.•:: Dark brown slightly silty Fine SAND with finely `divided organic material (SP -SM) (A -3) Brown and light brown Fine SAND (SP) (A -3) 5 Brown silty Fine SAND (SM) (A -2-4) ' A l Loose to medium dense light gray ; clayey Fine SAND (SC) (A -2-6) - 10 1 Loose light gray silty Fine SAND (SM) (A -2-4) ■ Very soft light gray sandy CLAY (CH) (A -7-6) _ 15 "/ llFirm to stiff light bluish -green to light bluish -gray CLAY (CH) (A -7 -6) ' - trace of limestone fragments at depth 20.0' 20 0.1" 4 Hard light gray CLAY (CL) (A-7-6) 6) ' - 25 V grayish - brown to bluish -green CLAY Ve(CHry ) stiff (A -7-6) 30 Remarks Location: Clearwater RO Plant #2 Entrance; Sta. 334 +33; Offset 66.0' Left of Survey Baseline Borehole Grouted WH = Weight of Hammer Casing Length DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 106673 BORING NO. SPT -34 Project Raw Water Transmission Main Expansion Project, Clearwater RO Plant #2 Location See "Remarks" Foreman S.F. Completion Depth To Depth 40.3' Date 11/27/12 Water > 10.0' Time Date 11/27/12 a u_ i. a 0 J m co ul aa. N `SURF. SOIL DESCRIPTION EL: Z W /- O °- U) co J a. m n O d t° STANDARD PENETRATION TEST BLOWS/FT. ON 2" O.D. SAMPLER -140 LB. HAMMER, 30" DROP 10 20 40 60 80 0 .:'i,; Dark grayish -brown Fine SAND with roots 1/2/2 1/3/3 2/2/2 8/13/18 4/5/13 50* 1/0/1 50* :,,F,. `:a and weakly cemented sand fragments (SP) (A -3) Light brown Fine SAND with shell and rock fragments (SP) (A -3) 1 Dark brown Fine SAND (SP) (A -3) 5 . .� Grayish -brown slightly silty Fine SAND (SP -SM) (A -3) p A Grayish -brown silty, slightly clayey Fine SAND (SM} (A:2 -4) ell I Brownish -gray sandy CLAY with 4 orange veins (CH) (A -7 -6) +� 10 000 ■ Green CLAY with seams of light gray Fine SAND and some roots (CH /SP) (A- 7- 6/A -3) A01 „.„..-4111 Soft green CLAY with trace of roots CH) (A -7-6) - trace of orange veins at depth 8.0' Firm to soft light green CLAY (CH) (A -7-6) - 15 44 I Hard to very stiff light grayish -green to light tannish -green variably cemented CLAY (GL) (A -7-6) ' Hard light tannish- green cemented, sandy CLAY (CL) (A -7-6) "' 20 , '' 0.3' Penetration PI (� (( Very loose light tannish -green silty Fine SAND p with cemented clay fragments (SM) (A -2-4) l - 100% loss of circulation at depth 25.0' 25 -'. Cream colored LIMESTONE with seams of green CLAY _:00 30 -r®- :�: * 0.5' Penetration ..... Cream colored LIMESTONE :ate Remarks Location: Drew St.; Sta. 406 +40; Offset 80.0' Right of Survey Baseline Borehole Grouted Casing Length 25.0' 1 w 1 1 1 1 t 1 1 r 1 1 1 t DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 106673 BORING NO. SPT -34 Project Raw Water Transmission Main Expansion Project, Clearwater RO Plant #2 Location See "Remarks" Foreman S.F. Completion Depth To Depth 40.3' Date 11/27/12 Water > 10.0' Time Date 11/27/12 DEPTH, FT SYMBOL cn W a g cc SOIL DESCRIPTION SURF. EL: BLOWS ON SAMPLER PER 6" OR PEN. STR. STANDARD PENETRATION TEST BLOWS /FT. ON 2" O.D. SAMPLER -140 LB. HAMMER, 30" DROP 10 20 40 60 80 - 35 Cream colored LIMESTONE S0* 50* # 1 ...� W. 0.0' Penetration i.: 1 MIA: rl - 40 '-* 0.3' Penetration X. ' °� I - 50 - - 55 - 60 - - 65 - Remarks Location: Drew St; Sta. 406 +40; Offset 80.0' Right of Survey Baseline Borehole Grouted Casing Length 25.0' DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 106673 BORING NO. SPT -35 Project Raw Water Transmission Main Expansion Project, Clearwater RO Plant #2 Location See "Remarks" Foreman S.F. Completion Depth To Depth 40.3' Date 11/23/12 Water > 10.0' Time Date 11/23/12 DEPTH, FT SYMBOL co a 2 co SOIL DESCRIPTION SURF. EL: BLOWS ON SAMPLER PER 6" OR PEN. STR. STANDARD PENETRATION TEST BLOWS /FT. ON 2" O.D. SAMPLER -140 LB. HAMMER, 30" DROP 10 20 40 60 80 ;. Dark brown Fine SAND with rock fragments (SP) 2/3/4 2/3/4 41415 2/315 316/23 8/18/19 12/36/46 1/1/1 6/7/8 __�■ 1111 OEM (A -3) Brown Fine SAND with trace er of roots and rock fragments (SP) (A -3) ■1111 1111 000 \Gray CLAY with orange veins (CH) (A -7 -6) Firm Firm green CLAY with trace of roots (CH) (A -7-6) 1111 III 1111 M_■■ ■®1111 friessii lolli I Ad 0,1 , #4 -trace of roots at depth 8.0' Firm to very stiff green weakly cemented CLAY (CH) {A -7-6} I 1 0 111M Mill Mill ■■ ■1111 - 15 Aglol A r Hard reen CLAY Y with trace of limestone fragments (CL) (A -7-6) ■� ®111Hu 11111111 LIM ■1111 nil ��•■ 20 I/IIIIII ■ ■i1 _-■■,1111 %■■■I1111 0A Very soft green cemented CLAY (CH) (A-7-6) 25 �/� LI 11111111 11111 o 4 0 Medium dense green cemented, clayey Fine SAND (SC) (A -2-6) EN 11111 ■u111I 111111 •1111111 MEIN Mill 11111 11•11 Remarks Location: Drew St.; Sta. 413 +07.5; Offset 80.0' Right of Survey Baseline Borehole Grouted Casing Length 10.0' 1 1 1 1 t 1 1 1 1 1 1 1 1 DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 106673 BORING NO. SPT -35 Project Raw Water Transmission Main Expansion Project, Clearwater RO Plant #2 Location See "Remarks" Foreman S.F. Completion Depth To Depth 40.3' Date 11/23/12 Water > 10.0' Time Date 11/23/12 DEPTH, FT SYMBOL JPENETRATION a 2 N SOIL DESCRIPTION SURF. EL: BLOWS ON SAMPLER PER 6" OR PEN. STR. STANDARD TEST BLOWS/FT. ON 2" O.D. SAMPLER -140 LB. HAMMER, 30" DROP 10 20 40 60 80 - 35 50* 50* 41,2' - 100% loss of circulation at depth 35.0' -* 0.4' Penetration 4 .. Cream colored LIMESTONE ' = ALL :r:_ - 40 • -•- '* 0.3' Penetration - 45 - - 50 - -55- -60- - 65 Remarks Location: Drew St.; Sta. 413 +07.5; Offset 80.0' Right of Survey Baseline Borehole Grouted Casing Length 10.0' DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 106673 BORING NO. SPT -36 Project Raw Water Transmission Main Expansion Project, Clearwater RO Plant #2 Location See "Remarks" Foreman S.F. Completion Depth To Depth 25.5' Date 11/21/12 Water > 10.0' Time Date 11/21/12 DEPTH, FT SYMBOL w a '2 Q co SOIL DESCRIPTION SURF. EL: BLOWS ON SAMPLER PER 6" OR PEN. STR. STANDARD PENETRATION TEST BLOWS /FT. ON 2" O.D. SAMPLER -140 LB. HAMMER, 30" DROP 10 20 40 60 80 0 4" Asphalt Pavement 1/2/3 2/3/5 3/2/6 2/2/2 5/5/8 50* 50* pit ON ta it 8" Limerock Base Dark gray slightly silty Fine SAND with finely divided fragments A lej\ organic material and rock ,(SP -SM) (A -3) - 5 Dark (CH) browni(A -7-6) sh -gray CLAY with orange veins Light with orange CLA veCH) (A -7-6) gray Firm bluish -greY en CLAY (CH) (A -7 -(67) ,f,"Firm 4 light brown weakly cemented CLAY (CH) (A -7-6) - 10 FrSoft Attei brown very sandy CLAY (CH) (A -7-6) 15 0 Medium dense light brown clayey Fine SAND (SC) (A-2-6) 20 '* 0.3' Penetration ... . Mlb.ati MI - pieces of chert at depth 20.0' -100 %a loss of circulation at depth 22.0' Cream colored LIMESTONE Ma ::?3 :.off 25 EC wa ■a= w rw �' °"; * 0.5' Penetration - 30 Remarks Location: Drew St.; Sta. 420 +48; Offset 67.0' Right of Survey Baseline Borehole Grouted Casing Length 1 1 t 1 1 1 1 1 1 1 1 r DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 106673 BORING NO. SPT -37 Project Raw Water Transmission Main Expansion Project, Clearwater RO Plant #2 Location See "Remarks" Foreman S.F. Completion Depth To Depth 21.5' Date 11/28/12 Water > 10.0' Time Date 11/28/12 DEPTH, FT SYMBOL JPENETRATION n. * 'd N SOIL DESCRIPTION SURF. EL: BLOWS ON SAMPLER PER 6" OR PEN. STR. STANDARD TEST BLOWS/FT. ON 2" O.D. SAMPLER -140 LB. HAMMER, 30" DROP 10 20 40 60 80 0 , ;"'' Brown slightly silty Fine SAND with rock � Yx .`: fragments (SP) (A -3) 419114 2/4/5 3/4/6 2/5/6 4/5/4 10/16/19 min Dark gray slightly silty Fine SAND ,,,:,;I with cemented sand fragmentsJSP -SM) (A -3) o 100 Light gray Fine SAND (SP) (A -3) 5 Dark brown slightly silty Fine SAND (SP -SM) (A -3) Light brown Fine SAND (SP) (A -3) ,�,� ice' Brown silty to clayey Fine SAND with trace �� of roots (SM) to (SC) (A -2 -4) to (A -2-6) Medium dense brown clayey Fine SAND (SC) (A -2 -6) - 10 SAN W� Stiff light gray CLAY (CH) (A -7-6) • a/ Firm light gray sandy CLAY (CH) (A -7-6) mr um \Stiff light brown CLAY (CH) (A -7 -6) '' =� •�•! 4.34 rri 009.2 ii■ VA r xi Stiff to hard brown and gray CLAY with cream colored weathered LIMESTONE (CH) to (CL) (A -7.6) - 20 - 25 - 30 - Remarks Location: Best Buy (East Side of Property); Sta. 447 +80; On Survey Baseline Borehole Grouted Casing Length DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 106673 BORING NO. SPT -37A Project Raw Water Transmission Main Expansion Project, Clearwater RO Plant #2 Location See "Remarks" Foreman S.F. Completion Depth To Depth 21.5' Date 12/3/12 Water 4.3' Time Date 12/3/12 DEPTH, FT SYMBOL co tu o. 2 to /SURF. DESCRIPTION EL: BLOWS ON SAMPLER PER 6" OR PEN. STR. STANDARD PENETRATION TEST BLOWS / o D. SAMPLER -140 LB. HAMMER, 30" DROP 10 20 40 60 80 0 " ' ` b�t� }. Gray Fine SAND with roots (SP) (A-3) Y ( ) ( 1/3/8 5/7/8 3/5/5 2/4/3 2/3/4 r . Light gray Fine SAND with roots ( SP ) (A-3) vs Dark brown and light brown Fine SAND with roots - 5 Mi (SP) (A -3) Brown Fine SAND (SP) (A -3) Light brown Fine SAND (SP) (A -3) ;0,01 A (MeSC) dium ( A dense 2-6) light gray clayey Fine SAND - - 10 rtlr Loose bluish -green clayey Fine SAND (SC) (A -2.6) 0,0 0 4 Firm bluish -green CLAY (CH) (A -7-6) - 15 V 110‘1/7/7 Stiff (CH) bluish -(A 7-6g) reen weakly cemented CLAY - _ 20 - 25 30 Remarks Location: Clearwater RO Plant #2 (East Side of Property) Sta. 439 +66; Offset 2.0' Right of Survey Borehole Grouted Casing Length 1 1 1 1 1 f 1 r t 1 1 t 1 1 DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 106673 BORING NO SPT -38 Project Raw Water Transmission Main Expansion Project, Clearwater RO Plant #2 Location See "Remarks" Foreman S.F. Completion Depth To Depth 16.5' Date 12/3 /12 Water 5.8' Time Date 12/3/12 DEPTH, FT SYMBOL ' w ii 5 Q co SOIL DESCRIPTION SURF. EL: BLOWS ON SAMPLER PER 6" OR PEN. STR. STANDARD PENETRATION TEST BLOWS /FT. ON 2" O.D. SAMPLER -140 LB. HAMMER, 30" DROP 10 20 40 60 80 0 .° i, 3" Asphalt Pavement 2/4/5 5/7/4 2/2/3 2/2/2 2/3/3 , ii i9 '' .` T4; \8" Limerock Base Brown slightly silty Fine SAND fragments \with rock (SP -SM) (A -3) \Brown slightly silty Fine SAND with roots (SP -SM) (A -3) 5 Gray sandy CLAY (CH) (A -7 -6) Loose to medium dense light gray clayey Fine SAND (SC) (A -2-6) - trace of phosphate at depth 8.0' 10 Soft to firm bluish -green to light gray CLAY (CH) (A -7-6) 4 - 15 - 20 - _ 25 _ Remarks Location: Drew St.; Sta. 706 +45.5; Offset 38.0' Right of Survey Baseline Borehole Grouted Casing Length DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 106673 BORING NO. SPT-41 Project Raw Water Transmission Main Expansion Project, Clearwater RO Plant #2 Location See "Remarks" Foreman S.F. Completion Depth To Depth 31.5' Date 11/28/12 Water 7.2' Time Date 11/28/12 DEPTH, FT ISYMBOL rnPENETRATION a 2 d N SOIL DESCRIPTION SURF. EL: BLOWS ON SAMPLER PER 6" OR PEN. STR. STANDARD TEST BLOWS/FT. ON 2" O.D. SAMPLER -140 LB. HAMMER, 30" DROP 10 20 40 60 80 0 ::"4-1::::. .A.ic Dark brown and gray Fine SAND with roots (SP) (A -3) 5/8/7 5/5/5 2/3/2 3!213 1/1/1 5/10/11 8/10/11 12/22/50* Light gray Fine SAND with roots (SP) (A -3) Dark brown Fine SAND (SP) (A -3) , Brown Fine SAND (SP) (A -3) 5 :: " /'Ligh(SP il 01, 001 J -t brown SM) (A -3) slightly silty Fine SAND Medium dense light grayish -brown ,clayey Fine SAND (SC} (A -2-6} - 10 Stiff to firm light gray to gray sandy CLAY (CH) (A-7-6) /i ' . I Firm to very soft light gray CLAY (CH) (A -7-6) - trace of limestone fragments below depth 12.0' 15 Very stiff bluish -green sandy SILT with limestone fragments (MH) (A-4) - 20 '1 Very stiff light gray sandy SILT (MH) (A-4) _ 25 =: Cream colored LIMESTONE 30 FrE474 * 0.5' Penetration Remarks Location: Island In The Sun MHP (S. Side of Property); Sta. 793 +67; Offset 3.0' Left of Survey B/L Borehole Grouted Casing Length 1 1 1 1 t t 1 1 t t t 1 DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 106673 BORING NO. SPT-43 Project Raw Water Transmission Main Expansion Project, Clearwater RO Plant #2 Location See "Remarks" Foreman S.F. Completion Depth To Depth 31.5' Date 12/3/12 Water 6.8' Time Date 12/3/12 DEPTH, FT SYMBOL SAMPLES SOIL DESCRIPTION SURF. EL: BLOWS ON SAMPLER PER 6" OR PEN. STR. STANDARD PENETRATION TEST BLOWS /FT. ON 2" O.D. SAMPLER -140 LB. HAMMER, 30" DROP 10 20 40 60 80 0 n�' i \4" Asphalt Pavement 4/5/5 3/1/1 1/2/2 2/2/3 1/3/7 1/1/1 3/9/14 10/15/19 4::pX a .°:P. \8" Limerock Base ° \Brown Fine SAND with rock fragments (SP) (A -3) \Light brown Fine SAND (SP) (A -3) riiu.r. \Gray Fine SAND (SP) (A -3) 5 \Dark brown slightly silty Fine SAND (SP -SM) (A -3) Loose light brown Fine SAND (SP) (A -3) ,' Very loose light brown Fine SAND with trace of roots (SP) (A -3) f,N'� ' " "' Loose light brown slightly silty Fine SAND with trace of dark brown Fine SAND \(SP -SM) (A -3) - 15 - Loose light brown silty Fine SAND (SM) (A -2 -4) "' Very loose bluish -green silty Fine SAND with trace of phosphate and trace of CLAY (SM) (A -2-4) - 20 - • Very stiff to hard light gray weakly cemented CLAY (CH) to (CL) (A -7-6) - 25 - 30 Remarks Location: Drew St.; Sta. 723 +01; Offset 31.0' Right of Survey Baseline Borehole Grouted Casing Length DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 106673 BORING NO. SPT-44 Project Raw Water Transmission Main Expansion Project, Clearwater RO Plant #2 Location See "Remarks" Foreman S.F. Completion Depth To Depth 16.5' Date 11/28/12 Water 6.0' Time Date 11/28/12 DEPTH, FT SYMBOL liu —I a. 2 eX 0 SOIL DESCRIPTION SURF. EL: BLOWS ON SAMPLER PER 6" OR PEN. STR. STANDARD PENETRATION TEST BLOWS/FT. ON 2" O.D. SAMPLER-140 LB. HAMMER, 30" DROP 10 20 40 60 80 0 r4a; Brown Fine SAND with roots (SP) (A-3) 5/5/6 3/4/4 2/3/3 2/3/3 3/5/5 • ...... Brown Fine SAND with trace of cemented sand \fragments (SP) (A-3) 1111 1111 Brown Fine SAND .. ' -:-: - (SP) (A-3) Rauiuili 1111 Light gray Fine SAND (SP) (A-3) • • • ;- - Medium dense to loose _ light brown to brown Fine SAND (SP) (A-3) 1111111 IUHIII uuuiiii 11 111111 1111 1111 1111 -I 11 II - 10 114 4, t. -u414:- / Loose brown to light brown slightly silty Fine SAND with roots (SP-SM) (A-3) WI 11 WI 15 - Stiff bluish-green CLAY (CH) (A-7-6) III 1 1111 20 - 25 - Ill IIM 1 - 30 1111 11111111 Mal 11111 Remarks Location Drew St (Wetland Crossing #1); Sta. 822+95; Offset 3.5 Right of Survey Baseline Borehole Grouted Casing Length 1 1 1 1 1 DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 106673 BORING NO SPT-45 Project Raw Water Transmission Main Expansion Project, Clearwater RO Plant #2 Location See "Remarks" Foreman S.F. Completion Depth To Depth 16.5' Date 11/28/12 Water 5.8' Time Date 11/28/12 DEPTH, FT SYMBOL w et. 2 'a co SOIL DESCRIPTION SURF. EL: BLOWS ON SAMPLER PER 6" OR PEN. STR. STANDARD PENETRATION TEST BLOWS /FT. ON 2" O.D. SAMPLER -140 LB. HAMMER, 30 " DROP 10 20 40 60 80 0 41; Dark gray Fine SAND with roots (SP) (A -3) 2/4/5 4/6/6 2/3/3 3/5/8 8/16/14 '44i; `; Grayish -brown Fine SAND with roots (SP) (A -3) 'yFr Fine SAND with roots (SP) (A -3) y!�ri; ,Brown Light brown Fine SAND with roots (SP) (A -3) izi:," Loose light brown Fine SAND (SP) (A -3) - 10 i -o:, F r cE : arty+ rra:ih Imyl "' H' I.0:1:1 arali / Medium dense to loose dark brown to brown sli hti sil ty Fine SAND ( SP -SM ) (A-3) r - t - 15 Medium dense light brown Fine SAND (SP) (A -3) ' - 20 - - 25 -38- Remarks Location: Kapok Park; Sta. 824 +24; Offset 2.0' Right of Survey Baseline Borehole Grouted Casing Length DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 106673 BORING NO. SPT-46 Project Raw Water Transmission Main Expansion Project, Clearwater RO Plant #2 Location See "Remarks" Foreman S.F. Completion Depth To Depth 16.5' Date 11/30/12 Water 5.7' Time Date 11/30/12 DEPTH, FT SYMBOL w in a a co SOIL DESCRIPTION SURF. EL: BLOWS ON SAMPLER PER 6" OR PEN. STR. STANDARD PENETRATION TEST BLOWS /FT. ON 2" O.D. SAMPLER -140 LB. HAMMER, 30" DROP 10 20 40 60 80 0 3,i V i`. Gray Fine SAND with roots (SP) (A -3) 2/417 5/6/7 2/4/6 2/4/4 2/3/5 Light brown Fine SAND (SP) (A -3) Brown Fine SAND (SP) (A -3) \Tan and brown clayey Fine SAND (SC) (A -2 -6) - Brown and tan weakly cemented, clayey Fine SAND (SC) (A -2-6) 1 1 Loose brown silty, slightly clayey Fine SAND \() (A -2-4) /' StiffSM light green and gray CLAY (CH) (A -7 -6) ", Stiff gray and green weakly cemented CLAY (CH) (A-7-6) - 10 -427- / Firm green CLAY (CH) (A -7-6) i5 -/ • - 20 - 25 - - 30 - Remarks Location: Kapok Park; Sta. 832+62; Offset 55.0' Right of Survey Baseline Borehole Grouted Casing Length 1 1 1 1 1 1 t t 1 DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 106673 BORING NO. SPT-47 Project Raw Water Transmission Main Expansion Project, Clearwater RO Plant #2 Location See "Remarks" Foreman S.F. Completion Depth To Depth 41.5' Date 11/30/12 Water 9.6' Time Date 11/30/12 DEPTH, FT SYMBOL co a 2 co SOIL DESCRIPTION SURF. EL: BLOWS ON SAMPLER PER 6" OR PEN. STR. .____...... . STANDARD PENETRATION TEST BLOWS/FT. ON 2" 0.0. SAMPLER -140 LB. HAMMER, 30" DROP 10 20 40 60 80 0 r Dark gray Fine SAND with roots and rock fragments (SP) (A -3) 1/2/4 1/2/1 1/1/2 1/0/2 2/3/6 3/6/6 5/9/10 2/3/3 5 Brown silty, slightly clayey Fine SAND (SM) (A-2-4) ERE i Brown and tan Fine SAND SP A -3 Brown Fine SAND (SP) (A -3) Al Loose brown Fine SAND with seams of brown CLAY _ �.4 I 0,71.i, 4 (SP /CH) (A- 3/A -7-6) Very loose dark brown slightly silty Fine SAND with roots and finely divided organic material (A-3) (-) 10 i re �.1 Wj I: • 1 �r,rr; 0 h`){� Very loose dark brown slightly silty Fine SAND (SP -SM) (A -3) 15 Loose dark grayish -brown Fine SAND (SP) (A -3) • • • Medium dense light gray Fine SAND (SP) (A -3) 20 - can cc"z ,cox cl xt to 7t A,r4xr. =ralf tt:7 Fr tgli Medium dense dark brown Fine SAND (SP) (A -3) 25 Loose to medium dense dark brown slightly silty Fine SAND with finely divided organic material (SP -SM) (A -3) 30 Remarks Location: Wetland Crossing.; Sta. 907 +10; Offset 51.0' Left of Survey Baseline Borehole Grouted Casing Length DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 106673 BORING NO. SPT-47 Project Raw Water Transmission Main Expansion Project, Clearwater RO Plant #2 Location See "Remarks" Foreman S.F. Completion Depth To Depth 41.5' Date 11/30/12 Water 9.6' Time Date 11/30/12 DEPTH, FT SYMBOL W a 2 co SOIL DESCRIPTION SURF. EL: BLOWS ON SAMPLER PER 6" OR PEN. STR. STANDARD PENETRATION TEST BLOWS /FT. ON 2" O.D. SAMPLER -140 LB. HAMMER, 30" DROP 10 20 40 60 80 35 n. qtr. nYvn rr( nar)tv r CiClip Z.:a a )Ozoma rvr4.6.11s0r14 a+Ipe.a.(triftwi;Vti...44 t?F:40,11106:17...iiit51,1 Loose to medium dense dark brown slightly silty ' Fine SAND with finely divided organic material _ (SP -SM) (A -3) 2/5/6 7/14/16 �!!�■11 LIII -ill" _ NMI ■ui1111 I 1111 40 11111 11111 111111 45 II 10 MIMS 11111 •■u11111 • 1111 50 - 55 - 1 1 - 60 65 ® ®�l11111 Remarks Location: Wetland Crossing.; Sta. 907+10; Offset 51.0' Left of Survey Baseline Borehole Grouted Casing Length 1 1 1 1 1 1 t i 1 1 1 1 1 e 1 DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 106673 BORING NO. SPT -51 Project Raw Water Transmission Main Expansion Project, Clearwater RO Plant #2 Location See "Remarks" Foreman S.F. Completion Depth To Depth 16:5' Date 11/29/12 Water 4.5' Time Date 11/29/12 DEPTH, FT SYMBOL wPENETRATION a g / SOIL DESCRIPTION SURF. EL: BLOWS ON SAMPLER PER 6" OR PEN. STR. STANDARD TEST BLOWS /FT. ON 2" O.D. SAMPLER -140 LB. HAMMER, 30" DROP 10 20 40 60 80 0 ?i =n Dark gray Fine SAND with trace of roots 1 #1/4 6/8/7 8/8/7 2/2/3 1/1/2 and limestone fragments (SP) (A -3) ;Pt, \Gray Fine SAND (SP) (A -3) \Dark brown Fine SAND with roots and finely ? ;'\Dark organic material (SP) (A -3) " 5 \divided gray Fine SAND (SP) (A -3) Brown Fine SAND (SP) (A -3) r \Light brown Fine SAND (SP) (A -3) 4 • ..i.:::;_ .:: •' Loose light tan Fine SAND with trace of roots \(SP) (A -3) Medium dense dark brown silty Fine SAND - (SM) (A-2-4) Firm light gray sandy CLAY (CH) (A -7 -6) - 15 Very loose gray silty to clayey Fine SAND (SM) to (SC) (A -2-4) to (A -2-6) 20 - -25- -30- Remarks Location: Drew St.; Sta. 757 +61; Offset 37.0' Right of Survey Baseline Borehole Grouted Casing Length DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 106673 BORING NO. SPT -53 Project Raw Water Transmission Main Expansion Project, Clearwater RO Plant #2 Location See "Remarks" Foreman S.F. Completion Depth To Depth 16.5' Date 11/29/12 Water 6.0' Time Date 11/29/12 DEPTH, FT SYMBOL JPENETRATION a 2 < SOIL DESCRIPTION SURF. EL: BLOWS ON SAMPLER PER 6" OR PEN. STR. STANDARD TEST BLOWS/FT. ON 2" 0.D. SAMPLER -140 LB. HAMMER, 30" DROP 10 20 40 60 80 0 ;;:,:"1-s:i Gray Fine SAND with roots (SP) (A -3) 3/2/1 3/5/6 4/5/3 3/5/8 3/5/5 ti. 0.4 : :4: Fine _ 5 5 \Brown SAND (SP) (A -3) \Dark brown Fine SAND (SP) (A -3) 'If \Brown slightly silty Fine SAND (SP -SM) (A -3) Tan and brown weakly cemented, silty, _ slightly clayey Fine SAND (SM) (A -2-4) tiaf . 1:0:,-.,: ,f Very loose light brown slightly silty Fine SAND \ (A -3) 10 Medium dense light gray clayey Fine SAND \(SC) (A -2-6) Firm light gray CLAY (CH) (A -7-6) 7. Medium dense light gray very clayey Fine SAND (SC) (A -2-6) 15 Stiff light gray CLAY (CH) (A -7-6) - 20 - 25 - 30 - Remarks Location: Calais Ln.; Sta. 846 +71; Offset 36.0' Left of Survey Baseline Borehole Grouted Casing Length 1 1 1 1 1 t 1 1 1 1 1 1 1 1 DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 106673 BORING NO. SPT -54 Project Raw Water Transmission Main Expansion Project, Clearwater RO Plant #2 Location See "Remarks" Foreman S.F. Completion Depth To Depth 16.5' Date 11/30/12 Water 6.2' Time Date 11/30/12 DEPTH, FT 1 SYMBOL W a 2 d co SOIL DESCRIPTION SURF. EL: BLOWS ON SAMPLER PER 6" OR PEN. STR. STANDARD PENETRATION TEST BLOWS/FT., ON 2" 0.D. SAMPLER -140 LB. HAMMER, 30" DROP 10 20 40 60 80 0 r ' Dark grayish -brown Fine SAND with roots \(SP) (A -3) 1/1/2 3/3/5 2/4/7 4/4/7 6/7/10 brown Fine SAND (SP) (A -3) r? ' \ • ",Dark r[e:r: r,/,.5: L , __��1 ��1�1111 111 1111 ; 11 Light brown Fine SAND (SP) (A -3) Tan Fine SAND with roots (SP) (A -3) \Tan slightly silty Fine SAND (SP -SM) (A -3) (MI 11" bpi �� :::' :::: Tan and light brown slightly silty Fine SAND T\(SP -SM) (A -3) —_,111 11 Very loose to medium dense light brown to brown Fine SAND (SP) (A -3) -�_�•1,1 11 !`! M ■1111 10 1111 El 1111 Stiff grayish -green sandy CLAY (CH) (A -7-6) _t'.R®l111f - 15 Medium dense gray silty, • slightly clayey Fine SAND (SM) (A -2-4) _®- ®,1E1 11 111111 20 1 II 11 11 I 25 II I 30 - I ��■ ®1111 1111 �� 11111 ■11111 Remarks Location: Madera Ave.; Sta. 854 +92; Offset 10.0' Right of Survey Baseline Borehole Grouted Casing Length DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 106673 BORING NO. W -1 Project Remote Well Sites & Raw Water Pipelines, Clearwater RO Plant #2 Location See Plate I -A Foreman J.R. Completion Depth To Depth 16.5' Date 9/12/12 Water 4.7' Time Date 9/12/12 DEPTH, FT SYMBOL N Ill a 2 U SOIL DESCRIPTION SURF. EL: BLOWS ON SAMPLER PER 6" OR PEN. STR. STANDARD PENETRATION TEST BLOWS /FT. ON 2" O.D. SAMPLER -140 LB. HAMMER, 30" DROP 10 20 40 60 80 0 l'..,.4 `:• -'2 •' Dark grayish -brown slightly organic Fine SAND with roots (SP) 21212 2 /2 /1 7/12/18 13/11/5 4/4/4 X1111 Grayish -brown Fine SAND (SP) ■u1111 - Tan Fine SAND (SP) 1111 $ ® ■ 11111111 ■■u1111 --it: r Very loose light brown Fine SAND (SP) ^ 11 r ` • ;' Very loose dark brown Fine SAND with trace of roots (SP) --•■ � 11111111 ®! ■,1111 ■1111 111111 1111 10 —_-- ;; „ I Medium dense dark brown Fine SAND with finely divided organic material (SP) r Medium dense dark reddish -brown Fine SAND (SP) 111 •uiiiiiii 15 Firm greenish -gray sandy CLAY and light tannish -gray Fine SAND (CH/SP) ■'1 _� ■■ ■1111 ® ■ ■■ll111 20 ��s ��■■�1111 �� ■■ ■ ■i1111 ■1111 �_�_ ■■ ■1111 25 ��■■■�1111 �� ■■ ■1111 1111 111 •■■11111 30 �� ■� ®1111 ®� �� ■■ ■■ ■■ ■,1111 ■11111 ■1111 Remarks Borehole Grouted Casing Length 1 1 1 1 1 1 t 1 1 1 t DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 106673 BORING NO. W -2 Project Remote Well Sites & Raw Water Pipelines, Clearwater RO Plant #2 Location See Plate I -A Foreman J.R. Completion Depth To Depth 16.5' Date 9/12/12 Water 2.4' Time Date 9/12/12 DEPTH, FT SYMBOL ce w a N SOIL DESCRIPTION SURF. EL: BLOWS ON SAMPLER PER 6" OR PEN. STR. STANDARD PENETRATION TEST BLOWS /FT. ON 2" O.D. SAMPLER -140 LB. HAMMER, 30" DROP 10 20 40 60 80 0 Dark brownish gray slightly organic Fine SAND 1/1/5 3/313 2/3/4 4/6/6 5/5/5 with roots (SP) `Grayish -brown Fine SAND (SP) Light brown Fine SAND (SP) i caai:r. rc) t:: iai-r rty1U: • `t'f' Very loose tan slightly silty Fine SAND (SP -SM) - 5 - Loose brown Fine SAND (SP) k\)" 10 Loose light brown Fine SAND (SP) %e. x e 4 Medium dense light greenish -gray slightly clayey Fine SAND (SP -SM) Loose light greenish -gray clayey Fine SAND (SC) 15 i�r� - 20 - -25- - 30 ,- Remarks Borehole Grouted Casing Length DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 106673 BORING NO W -11 Project Remote Well Sites & Raw Water Pipelines, Clearwater RO Plant #2 Location See Plate I -A Foreman J.R. Completion Depth To Depth 16.5' Date 9/12/12 Water 1.7' Time Date 9/12/12 DEPTH, FT SYMBOL w a. d Cl) 1 SOIL SOIL DESCRIPTION SURF. EL: BLOWS ON SAMPLER PER 6" OR PEN. STR. STANDARD PENETRATION TEST ON 2" O.D. SAMPLER -140 LB. HAMMER, 30" DROP 10 20 40 60 80 0 Dark Fine SAND 4/6/7 2/7/12 12/15/14 13/13/13 7/717 `` (::: _ :-,:.: + grayish -brown with some roots \and metal debris (SP) Light grayish -brown Fine SAND with trace of roots (SP) 5 :T Medium dense brown Fine SAND (SP) :A;.: ;' - trace of roots at depth 8.0' ' Medium dense light brown to light grayish -brown Fine SAND (SP) - 10 Medium dense grayish-brown silty Fine SAND (SM) 15 Stiff greenish -gray sandy CLAY (CH) - 20 - - 25 - - 30 - Remarks Borehole Grouted Casing Length 1 1 1 1 1 1 1 1 1 DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 106673 BORING NO. W -20A Project Remote Well Sites & Raw Water Pipelines, Clearwater RO Plant #2 Location See Plate t -A Foreman J.R. Completion Depth To Depth 16.5' Date 9/17/12 Water 6.4' Time Date 9/17/12 DEPTH, FT SYMBOL w a 0 Q N i SOIL DESCRIPTION SURF. EL: BLOWS ON SAMPLER PER 6" OR PEN. STR. STANDARD PENETRATION TEST BLOWS /FT. ON 2" O.D. SAMPLER -140 LB. HAMMER, 30" DROP 10 20 40 60 80 0 ' "G„ Dark grayish -brown Fine SAND with some roots 1/0/1 1/0/1 1/0/1 1/1/12 9/11 /9 and trace of gravel (SP) ,l. Light brown Fine SAND with small pockets \of clayey Fine SAND (SP /SC) Light brown clayey Fine SAND (SP -SC) 5 . ,�' Light brown Fine SAND with trace of clayey Fine SAND (SP) • Very loose dark gray highly organic, slightly silty Fine SAND with pieces 1 of decayed wood (Muck) (Pt) • - -= Very soft dark brown fibrous, - 10 = hit hl organic, sil Fine SAND Peat Pt - _ Very soft dark brown highly organic SILT with pieces of decayed wood (Muck) (Pt) Medium dense dark brown highly organic, silty Fine SAND (Muck) (Pt) Medium dense grayish -brown slightly silty % Fine SAND (SP -SM) i.q F � rtes (: j a. , {r,,,; - 15 - 20 - - 25 - 1 - 30 - Remarks Borehole Grouted Casing Length DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 106673 BORING NO. W -20B -A Project Remote Well Sites & Raw Water Pipelines, Clearwater RO Plant #2 Location See Plate I -A Foreman J.R. Completion Depth To Depth 16.5' Date 9/17/12 Water 3.6' Time Date 9/17/12 DEPTH, FT SYMBOL Ill a. 0 SOIL. DESCRIPTION SURF. EL: BLOWS ON SAMPLER PER 6" OR PEN, STR. STANDARD PENETRATION TEST BLOWS /FT. ON 2" O.D. SAMPLER -140 LB. HAMMER, 30" DROP 10 20 40 60 80 I c Dark grayish -brown slightly organic Fine SAND 1/0/1 1/0/1 WH /1 /2 8/9/9 3/2/1 __.■.,1111 �11111 , with trace of roots (SP) Brown Fine SAND with abundant shell and rock fragments (SP) ,:„,;,;1 Dark brown highly organic, slightly silty ass Fine SAND with some shell fragments (Muck) (Pt) ��1111 •11 11 1111 $ 1111 iih' Brown and light brown slightly silty Fine SAND 1111 -SM PIN �::;;�;I 1111 N1111 111111 ®;;;;� 11111 ASP Dark brown organic, silty Fine SAND ® 1A with pieces of large roots Very loose dark brown highly organic, highly organic, ,__...,1111 11.11 �►!�11111 � M- WM ®� ®•■i11111 ® ® ® X1111111 ®��11111 ®��11111 0 silty Fine SAND with some pieces of large roots Muck Pt Very soft to soft dark brown highly organic SILT (Muck) (Pt) Medium dense grayish-brown Fine SAND (SP) 15 . Very loose light brown Fine SAND (SP) - 20 1111 MN 1111 1111 25 1111 11111111 30 - AU •111111 111 11111 Remarks Borehole Grouted WH = Weight of Hammer Casing Length 1 1 t t 1 1 1 1 1 1 t DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 106673 BORING NO. W -20B -B Project Remote Well Sites & Raw Water Pipelines, Clearwater RO Plant #2 Location See Plate I -A Foreman J.R. Completion Depth To Depth 16.5' Date 9/17/12 Water 6.0' Time Date 9/17/12 DEPTH, FT SYMBOL w a 2 d c SOIL DESCRIPTION SURF. EL: BLOWS ON SAMPLER PER 6" OR PEN. STR. STANDARD PENETRATION TEST BLOWS /FT. ON 2" 0.11 SAMPLER -140 LB. HAMMER, 30" DROP 10 20 40 60 80 0 -4ri, Brown Fine SAND with some roots (SP) 1/1/1 1/0/1 WHNVH/ WH 1/0/4 1/2/2 :L • -r- Brown Fine SAND with trace of roots (SP) 1.4%.1.` P= C.t.T'11: Dark brown slightly silty Fine SAND with some roots (SP-SM) iii :1 :1: tsr.rt: i as .r� Very loose light brown and brown slightly silty Fine SAND (SP -SM) i4.5 :11i rs? : iw:1:1:1:- ,tlrr i.0:1.***-. ,.r} I � 11).:0: - trace of roots at depth 8.0' Very loose dark brown slightly silty Fine SAND with trace of cemented sand fragments (SP -SM) - 10 Ci }11:1 row: r �, I,,: I. t, .ra: r r,i li: i- 0c�l :6 :r I r14 r Loose to very loose brown and dark brown , to brown slightly silty Fine SAND (SP -SM) - 15 • - 20 - -25- - 30 - Remarks Borehole Grouted WH = Weight of Hammer Casing Length deli DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 106673 BORING NO. W -20B -C Project Remote Well Sites & Raw Water Pipelines, Clearwater RO Plant #2 Location See Plate I -A Foreman J.R. Completion Depth To Depth 26.5' Date 9/17/12 Water 3.7' Time Date 9/17/12 DEPTH, FT SYMBOL co w a. ,Q N SOIL SOIL DESCRIPTION SURF. EL: BLOWS ON SAMPLER PER 6" OR PEN. STR. STANDARD PENETRATION TEST ON 2" O.D. SAMPLER -140 LB. HAMMER, 30" DROP 10 20 40 60 80 0 ; ' '=cc Dark grayish -brown slightly organic Fine SAND with roots (SP) 1/0/1 WH/WH/ WH 01111 1/3/3 3/1/3 1/1/3 3/3/4• f. r :li `: Dark grayish -brown slightly silty Fine SAND with trace of roots and trace of limestone .4 s u✓ ,fragments (SP -SM) 5 Dark brown Fine SAND grayish - with rock I fragments (SP) Dark gray highly organic, silty Fine SAND Muck) (Pt) r Dark brown highly organic, silty Fine SAND • with roots and pieces of decayed wood (Muck) 10 _' �l0 (Pt) Very soft dark brown highly organic SILT (Muck) (Pt) row': ,:' Loose to very loose dark grayish -brown , ? cf ;;, :i; to grayish-brown slightly silty Fine SAND 1:4? l_ (SP -SM) r,?w <<y;,a; ica r• e .t:l:1: r9a: iti'tr - 15 ,.r, E,. Very loose light brown slightly silty Fine SAND E i i:I J: c (SP-SM) t ca-1 Vil:l is r,.3.,7: [3 0 :F a' 1, • F 20 Loose grayish -brown Fine SAND (SP) 25 -: - 30 - Remarks Borehole Grouted WH • Weight of Hammer Casing Length 1 1 t t 1 1 1 1 1 1 1 1 1 1 DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 106673 BORING NO. W -32 Project Remote Well Sites & Raw Water Pipelines, Clearwater RO Plant #2 Location See Plate I-A Foreman J.R. Completion Depth To Depth 16.5' Date 9/20/12 Water 5.4' Time Date 9/20/12 DEPTH, FT SYMBOL ca w a 2 u SOIL DESCRIPTION SURF. EL: BLOWS ON SAMPLER PER 6" OR PEN. STR. STANDARD PENETRATION TEST BLOWS /FT. ON 2" O.D. SAMPLER -140 LB. HAMMER, 30" DROP 10 20 40 60 80 0 °?- Gra ish -brown Fine SAND with some roots y 2/2/3 3/1/2 2/1/3 2/3/6 12/11/11 \and limestone fragments (SP) Light brown Fine SAND (SP) Tan Fine SAND (SP) - 5 Light grayish -tan Fine SAND (SP) r Loose light brown and light grayish -tan Fine SAND (SP) Very loose brown Fine SAND with thin seams -- of light brown silty Fine SAND (SP /SM) - 10 re; fa; h. , linr(SP r,�a:r- {4+:1 ?;:"4'.;;`: 10 :1.4 Very loose dark brown slightly silty Fine SAND _ with trace of finely divided organic material -SM) Loose dark brown Fine SAND with finely divided organic material (SP) Medium dense dark reddish -brown slightly silty Fine SAND (SP -SM) 1 - 20 - -25- - 30 - Remarks Borehole Grouted Casing Length DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 106673 BORING NO. W -35 Project Remote Well Sites & Raw Water Pipelines, Clearwater RO Plant #2 Location See Plate I -A Foreman J.R. Completion Depth To Depth 16.5' Date 9/20/12 Water 6.8' Time Date 9/20/12 DEPTH, FT SYMBOL co w a co J SOIL DESCRIPTION SURF. EL: BLOWS ON SAMPLER PER 6" OR PEN.STR. STANDARD PENETRATION TEST BLOWS /FT. ON 2" O.D. SAMPLER -140 LB. HAMMER, 30 " DROP 10 20 40 60 80 0 i4,-. LY.. 5 Brown Fine SAND with roots (SP) 1/2/2 3/5/6 316!8 2/3/6 4/7/11 Light brown Fine SAND (SP) Light orangish -tan Fine SAND (SP) 5 Tan Fine SAND (SP) r Very loose tan and light brown Fine SAND (SP) Medium dense light brown Fine SAND r with some orange veins (SP) t "'.. 10 f Medium dense dark brown Fine SAND with seams of light brown silty Fine SAND (SP /SM) a ` ►" r Loose dark brown Fine SAND with finely divided organic material (SP) - 15 Medium dense grayish -brown Fine SAND (SP) ' -20- _ 25 - - 30 - Remarks Borehole Grouted Casing Length 1 1 1 t 1 1 1 1 1 1 1 1 1 1 1 DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 106673 BORING NO W -37 Project Remote Well Sites & Raw Water Pipelines, Clearwater RO Plant #2 Location See Plate I-A Foreman J.R. Completion Depth To Depth 16.5' Date 9/19/12 Water 3.6' Time Date 9/19/12 DEPTH, FT SYMBOL co w 0. 0 SOIL DESCRIPTION SURF. EL: BLOWS ON SAMPLER PER 6" OR PEN. STR. STANDARD PENETRATION TEST BLOWS /FT. ON 2" O.D. SAMPLER -140 LB. HAMMER, 30" DROP 10 20 40 60 80 0 _ `' " Dark Fine 2/2/3 4/4/7 4/12/19 12/17124. 14/20/20 ®I 1 gray SAND with trace of roots (SP) Brown Fine SAND with Limerock Base SP 1111 1111 11 11 1 11 Grayish -brown and light gray Fine SAND (SP) __.■.MI __.■,,1111 __.■.,"'i �_...�1 NM 111111 Brown Fine SAND (SP) 5 Light brown Fine SAND (SP) -s. c Loose tan Fine SAND with some roots (SP) 11 1 /trace Medium dense to dense brown Fine SAND (SP) - of light brown silty Fine SAND at depth 10.0 -1111 ��a..u1 _-rdi.l1 _�.a 1 11 ao 1 11 11 11 II 11 11 II �z �. +:' Dense dark brown variably cemented, y slightly organic, slightly silty Fine SAND (SP -SM) __��1 __��•,1 .■„1 M!! 1 15 ,. VE Dense dark brown Fine SAND with finely divided organic material (SP) 20 1 1111 25 30 1 II ...u1 II ��sill. II Remarks Borehole Grouted Casing Length DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 106673 BORING NO. W-82A Project Remote Well Sites & Raw Water Pipelines, Clearwater RO Plant #2 Location See Plate. I -A Foreman J.R. Completion Depth To Depth 16.5' Date 9/12/12 Water 5.3' Time Date 9/12/12 DEPTH, FT SYMBOL w a 2 di SOIL DESCRIPTION SURF. EL: BLOWS ON SAMPLER PER 6" OR PEN. STR. STANDARD PENETRATION TEST BLOWS /FT. ON 2" O.D. SAMPLER -140 LB. HAMMER, 30" DROP 10 20 40 60 80 0 '4;4' : \Grayish -brown Fine SAND with roots (SP) 1/2/2 2/1/2 1/2/2 2/6/8 4/5/7 Light brown Fine SAND (SP) -�� ■�1i11 .;,. Grayish -brown and light brown Fine SAND (SP) __.■.,11' ` : . - ;.: r Very loose light tannish -brown Fine SAND (SP) Very loose dark brown Fine SAND �� l��.■■ilili ■ ■■ ■1111 ■■■dill WM� ■■■I1111 1,1111 MN 11 1111 1111 10 c r 1 Will 11•1 �NI■■IIIII (SP) Medium dense brown Fine SAND (SP) 1111111111 Stiff greenish -gray sandy CLAY (CH) ®MI !1111 �� ■ ■■uIi11 �� ■■ ■uiiui �_�_ ■ ■ ■�1in o - _� �� IMO ■ ■■ ■ ■uiili ■11111 • 1111111 - 25 - •1111 MI IMI �� ■ ■ ■uiili ■11111 �� ■■ �■■ ■dill 30 _ 1•11111111111 �� ■ ■�IIII Inn Inn Remarks Borehole Grouted Casing Length 1 1 1 1 1 1 1 1 1 1 1 1 1 DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 106673 BORING NO. W -82B Project Remote Well Sites & Raw Water Pipelines, Clearwater RO Plant #2 Location See Plate I -A Foreman J.R. Completion Depth To Depth 16.5' Date 9/21/12 Water 3.5' Time Date 9/21/12 DEPTH, FT SYMBOL w a 2 a Cl) SOIL DESCRIPTION SURF. EL; BLOWS ON SAMPLER PER 6" OR PEN. STR. STANDARD PENETRATION TEST BLOWS /FT. ON 2" O.D. SAMPLER -140 LB. HAMMER, 30" DROP 10 20 40 60 80 0s 61.4 Dark grayish -brown slightly organic, slightly silty Fine SAND with roots (SP-SM) 2/2/4 2/3/4 3/3!4 3/3/3 3/2/6 Green CLAY with grayish -brown Fine SAND (CH /SP) :- ::.:.: 44 • -- Light brown Fine SAND with some cemented sand fragments (SP) - 5 ✓ � -' `: Green CLAY with seams -brown Fine SAND (CH /SP) ,of grayish Firm green CLAY (CH) 10 15 �pdi it Firm green silty CLAY (CH) 20 - - 25 30 - Remarks Borehole Grouted Casing Length DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 106673 BORING NO. W -83A Project Remote Well Sites & Raw Water Pipelines, Clearwater RO Plant #2 Location See Plate I -A Foreman J.R. Completion Depth To Depth 16.5' Date 9/13/12 Water 8.3' Time Date 9/13/12 DEPTH, FT SYMBOL to w o_ co SOIL DESCRIPTION SURF. EL: BLOWS ON SAMPLER PER 6" OR PEN. STR. STANDARD PENETRATION TEST BLOWS/FT. ON 2" O.D. SAMPLER -140 LB. HAMMER, 30" DROP 10 20 40 60 80 0 . =. . > Grayish -brown Fine SAND with roots (SP) 4/5/5 2/1/1 2/1/1 10/10/10 �� __•■•1111 ��111 MN 11111 :: : ■11111 :11111 1111 1111 1111 III Dark brownish -gray Fine SAND (SP) Reddish Fine SAND 5 .. - -brown (SP) Loose tan Fine SAND (SP) % PrA1 :■ :11111 :11111 :V :11111 Very loose light grayish -brown Fine SAND (SP) 10: - �: :: T Very loose light brown silty Fine SAND (SM) Loose light g ht grayish-brown slightly silty Fine SAND (SP -SM) ! IMIL. t ti:t 11 , } ,.,_. _`_-I =:: 1111 15 ..: Medium dense tan and light brown Fine SAND (SP) ®,1111 11111 NEM MHO 11111 11111 • ::11111 20 - 11111 �� :: ■11111 1111 ■:1111I 25 1111 1111 1111 �� :■ :11111 1111 30 30 - 1111 11111 11111 ®.:.11111 11111 Remarks Borehole Grouted Casing Length 1 1 1 1 1 1 1 1 1 t 1 1 DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 106673 BORING NO. W-83B Project Remote Well Sites & Raw Water Pipelines, Clearwater RO Plant #2 Location See Plate I -A Foreman J.R. Completion Depth To Depth 16.5' Date 9/13/12 Water 4.3' Time Date 9/13/12 DEPTH, FT SYMBOL co w a 2 4 01 SOIL DESCRIPTION SURF. EL: BLOWS ON SAMPLER PER 6" OR PEN. STR. STANDARD PENETRATION TEST BLOWS /FT. ON 2" O.D. SAMPLER -140 LB. HAMMER, 30" DROP 10 20 40 60 80 0 ` 'ia Dark grayish -brown Fine SAND with some roots 6/6/4 4/3/3 4R/10 6/8/15 9/9/11 '::,: , ;. ;; \(SP) Brown Fine SAND with trace of roots (SP) 5 Light brown Fine SAND (SP) ...' Loose tan Fine SAND (SP) 10 ':: - / Medium dense tan and light brown _ to light brown Fine SAND (SP) _ 15 • 20 - - 25 - 30 Remarks Borehole Grouted Casing Length DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 106673 BORING NO. W -83C Project Remote Well Sites & Raw Water Pipelines, Clearwater RO Plant #2 Location See Plate I -A Foreman J.R. Completion Depth To Depth 16.5' Date 9/13/12 Water 3.0' Time Date 9/13/12 DEPTH, FT SYMBOL co w n. 2 Q to f SOIL DESCRIPTION SURF. EL: BLOWS ON SAMPLER PER 6" OR PEN. STR. STANDARD PENETRATION TEST BLOWS /FT. ON 2" O.D. SAMPLER -140 LB. HAMMER, 30" DROP 10 20 40 60 80 0 *'€ Dark 1/0/1 212/2 2/2/4 3/3/6 5/4/3 grayish -brown slightly organic Fine SAND ,with roots (SP) Gra ish -brown Fine SAND SP = Dark brown highly organic, slightly silty Fine SAND with pieces of large roots (Muck) , ru r -1: r i i , ,. i c1 1 :. i�t .r. rt�a.h: ii ;"!:1:1— i .i :1 :1 ; ~i 1'1 \(Pt) Very loose brown slightly silty Fine SAND (SP -SM) 10 :..' Loose dark brown to brown Fine SAND (SP) Loose grayish -brown silty Fine SAND (SM) - 20 - - 25 - - 30 - Remarks Borehole Grouted Casing Length 1 1 t 1 1 1 1 1 DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 106673 BORING NO. W-84 Project Remote Well Sites & Raw Water Pipelines, Clearwater RO Plant #2 Location See Plate I-A Foreman J.R. Completion Depth To Depth 16.5' Date 9/19/12 Water 3.8' Time Date 9/19/12 DEPTH, FT SYMBOL SAMPLES SOIL DESCRIPTION SURF. EL: BLOWS ON SAMPLER PER 6" OR PEN. STR. STANDARD PENETRATION TEST BLOWS /FT. ON 2" O.D. SAMPLER -140 LB. HAMMER, 30" DROP 10 20 40 60 80 0 ' ' : Fine SAND 1/1/1 311/10 27/25/22 19/18/16 \Dark grayish -brown (SP) \Grayish -brown Fine SAND (SP) \Dark brown Fine SAND (SP) Fine SAND • \Brown (SP) Tannish -brown Fine SAND (SP) ', Very loose light brown to brown Fine SAND (SP) r1/1/3 - 10 r Medium dense to dense brown and dark brown to brown Fine SAND (SP) r - 15 / = `'f Hard grayish -green CLAY and tan Fine SAND (CUSP) 1 - 20 - - 25 - - 30 - Remarks Borehole Grouted Casing Length DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 106673 BORING NO. WB -1 Project Remote Well Sites & Raw Water Pipelines, Clearwater RO Plant #2 Location See Plate I -A Foreman J.R. Completion Depth To Depth 16.5' Date 9/24/12 Water 5.5' Time Date 9/24/12 DEPTH, FT SYMBOL a Q y SOILw DESCRIPTION SURF. EL: BLOWS ON SAMPLER PER 6" OR PEN. STR. STANDARD PENETRATION TEST BLOWS/FT. ON 2" O.D. SAMPLER -140 LB. HAMMER, 30" DROP 10 20 40 60 80 Brown and tan Fine SAND with trace of roots 1/1/1 2/1/3 2/2/4 4/5/7 4/4/2 \(SP) Light brown Fine SAND (SP) ..;:"•,.' Fine SAND .f; \Tan (SP) Brown Fine SAND with trace of roots (SP) ' r : is r Very loose dark brown Fine SAND (SP) - 10 Loose to medium dense brown r, to light grayish -brown Fine SAND (SP) - 15 Loose light grayish -tan Fine SAND (SP) - 20 - - 25 - - 30 Remarks Borehole Grouted Casing Length 1 1 t 1 1 1 1 DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 106673 BORING NO. WB -2 Project Remote Well Sites & Raw Water Pipelines, Clearwater RO Plant #2 Location See Plate I -A Foreman J.R. Completion Depth To Depth 16.5' Date 9/21/12 Water 7.2' Time Date 9/21/12 DEPTH, FT SYMBOL SAMPLES I SOIL DESCRIPTION SURF. EL: BLOWS ON SAMPLER PER 6" OR PEN. STR. STANDARD PENETRATION TEST BLOWS /FT. ON 2" O.D. SAMPLER -140 LB. HAMMER, 30" DROP 10 20 40 60 80 0 Brown Fine SAND and trace of 1/2/2 3/2/3 2/3/5 3/5/7 5.".:-;.; with roots gravel ,(SP) .;�y \Dark grayish -brown Fine SAND with roots (SP) Grayish Fine SAND with limestone -brown "- \\fragments (SP) � 7 4 - S Grayish -brown Fine SAND with trace of roots ,: to SP) Light brown Fine SAND (SP) .,-, ' ,. = Grayish -brown Fine SAND with roots (SP) Very loose light -brown Fine SAND fi tS * �' grayish with trace of roots (SP) - 10 _ Loose dark brown slightly silty Fine SAND _ with finely divided organic material (SP -SM) Loose to medium dense brown Fine SAND (SP) 15 ,'15/16/20 Dense reddish -brown Fine SAND (SP) - 20 - - 25 - 30 - Remarks Borehole Grouted Casing Length DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 106673 BORING NO. WB-3 Project Remote Well Sites & Raw Water Pipelines, Clearwater RO Plant #2 Location See Plate I-A Foreman J.R. Completion Depth To Depth 16.5' Date 9/24/12 Water 6.3' Time Date 9/24/12 Lt. I 03 a. SOIL DESCRIPTION SURF. EL: ce cc Z W I— 0 II Ci) n i 03 .4 0 0 to: STANDARD PENETRATION TEST BLOWS/FT. ON r 0.1). SAMPLER-140 LB. HAMMER, 30" DROP 10 20 40 60 80 0 Grayish-brown Fine SAND with trace of roots 2/2/2 3/5/8 4/5/10 3/417 MU 11111 1111 0 and trace of shell fragments (SP) Light brown Fine SAND with trace limestone fragments ..... ..... Not (SP) 1111 11111 1111 Tan and light brown Fine SAND (SP) '1:1' Tan Fine SAND (SP) 111 1•111 ,....11P6 =l■ MEM ii 1111 Very loose tan Fine SAND _ with some orange veins (SP) rMedium dense brown Fine SAND (SP) 1111 11 1111 1111 11111 11111 111 1111 10 - " - 111111 • irzir,z.!' -.7rti;:k Medium dense dark brown slightly organic Fine SAND (SP) • WUUHHI Medium dense dark brown Fine SAND _ with finely divided organic material (SP) FM 15 -.::::7 ..:: ----- Medium dense brown Fine SAND (SP) I 1111 11111 11111 1111 MUNI 11111111 111 - 20 - •iuuuni UI 11111 1111 • 1111 26 - NI 1111 1111 11 111111 1111 1111 1111 30 - 1111 Inn 1111 1111 11111 Remarks Borehole Grouted Casing Length 1 1 1 r 1 DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 106673 BORING NO. WB-4 Project Remote Well Sites & Raw Water Pipelines, Clearwater RO Plant #2 Location See Plate I -A Foreman J.R. Completion Depth To Depth 16.5' Date 9/21/12 Water 5.6' Time Date 9/21/12 DEPTH, FT SYMBOL co w J a E Q co SOIL DESCRIPTION SURF. EL: BLOWS ON SAMPLER PER 6" OR PEN. STR. STANDARD PENETRATION TEST BLOWS /FT. ON 2" O.D. SAMPLER -140 LB. HAMMER, 30" DROP 10 20 40 60 80 0 ` h � : Dark grayish -brown Fine SAND with trace of roots (SP) 4/2/2 1/2/4 6/16/26 8/12/16 1 0/26/31 Very loose light brown Fine SAND (SP) rLoose to dense orangish -brown Fine SAND (SP) ' _ 5 - K. - 15 Very dense light grayish -tan Fine SAND (SP) 1 - 20 - -25- 30 - Remarks Borehole Grouted Casing Length DRIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORING LOG PROJECT:Raw Water Transmission Main Expansion Project Clearwater RO Plant #2 Clearwater, Florida Project No.: DES 106673 CLIENT: Reiss Engineering, Inc. WATER TABLE: 6.2' DATE: 11/13/12 TECHNICIAN: J.S. DATE: 11/13/12 COMPLETION DEPTH: 8.7' LOCATION: See "Remarks" TEST NUMBER: HA -1 ELEV. DESCRIPTION DEPTH SYMBOL REMARKS Grayish -brown Fine SAND with some roots 0 f.tiiit �'- . 2 ,, _'::j ' ;,'. Location: South Martin Luther King, Jr. Avenue; Sta. XX +XX; Offset XX' Right of Survey Baseline * Could not penetrate below depth 8,7' due to Water Table. and trace of rock fragments (SP) (A -3) Light brown Fine SAND (SP) (A -3) - 2 - Grayish -brown Fine SAND (SP) (A-3) 4 i Brown slightly silty Fine SAND '1 i : L ix( rr :I'-'iif 1 ' •a c7: i as : :1.i :L7 :r].: a1•r.1t i;1C.i C. a - i=iari "1•cr3 t (SP -SM) (A-3) - 6 - - 8 - Na.: - 10 - 12 - - 14 - 1 r 1 1 1 1 A t 1 1 1 DRIGGERS ENGINEERING SERVICES INCORPORATED RAND AUGER BORING LOG PROJECT: Raw Water Transmission Main Expansion Project Clearwater RO Plant #2 Clearwater, Florida Project No.: DES 106673 CLIENT: Reiss Engineering. Inc. WATER TABLE: 6.3' DATE: 11/13/12 TECHNICIAN: J.S. DATE: 11/13/12 COMPLETION DEPTH: 9.3'' LOCATION: See "Remarks" TEST NUMBER: HA-2 (FT) DESCRIPTION D`FPTTH SYMBOL REMARKS Grayish -brown Fine SAND with roots (SP) (A -3) 0 :; :� .,a:.:,r. �'; • : `: .'';.. ._.. r . °t� - Location: South Martin Luther King, Jr. Avenue; Sta. XX +XX; Offset XX' Right of Survey Baseline - * Could not penetrate below depth 9.3' due to Water Table. Light brownish -gray Fine SAND (SP) (A -3) - 2 • • Brownish -gray Fine SAND (SP) (A -3) _ Dark gray highly organic, slightly silty Fine SAND with trace of roots (Pt) (A -8) 8 • • `,';: •'•'. Brown Fine SAND (SP) (A -3) - 10 - 12 14 - DRIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORING LOG PROJECT:Raw Water Transmission Main Expansion Project Clearwater RO Plant #2 Clearwater, Florida Project No.: DES 106673 CLIENT: Reiss Engineering, Inc. WATER TABLE: 6.6' DATE: 11/13/12 TECHNICIAN: J.S. DATE: 11/13/12 I COMPLETION DEPTH: f 8.0' LOCATION: See "Remarks" TEST NUMBER: HA -2A EFTC ' DESCRIPTION DEPTH SYMBOL REMARKS Grayish -brown Fine SAND with some 0 ;-i Location: South Martin Luther King, Jr. Avenue; Sta. XX +XX; Offset XX' Right of Survey Baseline roots, rock and shell fragments" X79' *it;s (SP) (A -3) 2 - Tan Fine SAND (SP) (A -3) - - 4 Light tan Fine SAND (SP) (A -3) • \'. - 6 :.:: . t . :a ..,.. Tannish -brown Fine SAND with trace roots of (SP) (A -3) a - 10 - - 12 - 14 - 1 1 1 w t 1 1 1 DRIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORING LOG PROJECT:Raw Water Transmission Main Expansion Project Clearwater RO Plant #2 Clearwater, Florida Proiect No.: DES 106673 CLIENT: Reiss Enoineerino, Inc. WATER TABLE: 4.4' DATE: 11/13/12 TECHNICIAN: J.S. DATE: 11/13/12 I COMPLETION DEPTH: 6.8' * LOCATION: See "Remarks" TEST NUMBER: HA-4 ELEV. (FT) DESCRIPTION DEPTH (FT) (SYMBOL REMARKS Dark brown Fine SAND with surficial root mat (SP) (A-3) 0 . .... .. Location: South Highland Avenue; Sta. XX-FXX; Offset XX Right of Survey Baseline * Could not penetrate below depth 6.8' due to Water Table. Dark brown Fine SAND (SP) (A-3) Dark brown Fine SAND with trace of finely divided organic material (SP) (A-3) - 2 - -pi• :. ::.. • -• - • • :.-.: . .. ... .. • • • • - ... . . .. . . ::•.: ::: • - . " ... •::*. *:. . .... . • • - " - .... .. . ..... .••.:: : -. Dark brown Fine SAND (SP) (A-3) - 6 -:::.::.::, - 8 - - 10 - - 12 - - 14 - DRIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORING LOG PROJECT:Raw Water Transmission Main Expansion Project Clearwater RO Plant #2 Clearwater, Florida Project No.: DES 106673 CLIENT: Reiss Engineering, Inc. WATER TABLE: 6.2' DATE: 11/13/12 TECHNICIAN: J.S. DATE: 11/13/12 COMPLETION DEPTH: 8.0' LOCATION: See "Remarks" TEST NUMBER: HA -5 ELEV. DESCRIPTION DEPTH SYMBOL REMARKS Brownish -gray Fine SAND with shell fragments and some roots (SP) (A -3) 0 • %Q`' '4 Location: South Highland Avenue; Sta. XX +XX; Offset XX' Right of Survey Baseline • •: 1': Light grayish -brown Fine SAND with trace of roots (SP) (A -3) - 2 - Light tan Fine SAND (SP) (A -3) - 4 - Light brown Fine SAND (SP) (A -3) - 6 -, • 8 - 10 - - 12 - - 14 - 1 1 r 1 DRIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORING LOG PROJECT:Raw Water Transmission Main Expansion Project Clearwater RO Plant #2 Clearwater, Florida Project No.: DES 106673 CLIENT: Reiss Engineering, Inc. WATER TABLE: 6.0' DATE: 11/13/12 TECHNICIAN: J.S. DATE: 11/13/12 COMPLETION DEPTH: 8.0' LOCATION: See "Remark " TEST NUMBER: HA-6 EFT)' DESCRIPTION D FAH SYMBOL REMARKS Dark grayish -brown Fine SAND with roots (SP) (A-3) 0 ' ;;" :��,'}s • • •,;; • Location: South Highland Avenue; Sta. XX +XX; Offset XX' Right of Survey Baseline ::: :.. : Tan Fine SAND with trace of roots (SP) (A -3) - 2 -,:...:•:,: .. Light tan Fine SAND (SP) (A -3) - 4 -. Light brown Fine SAND (SP) (A -3) 6 8 - 10 - - 12 - - 14 - DRIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORING LOG PROJECT :Raw Water Transmission Main Expansion Project Clearwater RO Plant #2 Clearwater, Florida Project No.: DES 106673 CLIENT: Reiss Engineering. Inc. WATER TABLE: 5.0' DATE: 11/13/12 TECHNICIAN: J.S. DATE: COMPLETION DEPTH: 11/13/12 6.0' LOCATION: See "Remarks" TEST NUMBER: HA -7 Et ��' DESCRIPTION DEPTH SYMBOL REMARKS Grayish -brown Fine SAND 0 p' °'.r `, .+-.)` ►. ., Location: South Highland Avenue; Sta. XX +XX; Offset XX. Right of Survey Baseline with rock fragments and some roots (SP) (A-3) , r Light brown and brown Fine SAND (SP) (A -3) - 2 • • Light tan Fine SAND (SP) (A -3) 4 Light tannish -brown Fine SAND (SP) (A -3) _ 6 • 8 - 10 - - 12 - 14 1 r r 1 1 1 t 1 1 1 t deli DRIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORING LOG PROJECT:Raw Water Transmission Main Expansion Project Clearwater RO Plant #2 Clearwater, Florida Project No.: DES 106673 CLIENT: Reiss Engineering, Inc. WATER TABLE: 5.1' DATE: 11/13/12 TECHNICIAN: J.S. DATE: 11/13/12 COMPLETION DEPTH: 8.0' LOCATION: See "Remarks" TEST NUMBER: HA -8 EL DESCRIPTION DEPTH SYMBOL REMARKS Grayish -brown Fine SAND with rock fragments and some roots (SP) (A -3) 0 'O..7 a ` • t ;,:.?.-t ..b.... Location: South Highland Avenue; Sta. XX-1-XX; Offset XX' Right of Survey Baseline Brownish -gray Fine SAND (SP) (A -3) - 2 - • • Light tan and gray Fine SAND (SP) (A -3) - 4 Light tannish -brown Fine SAND (SP) (A -3) 8 - 10 - - 12 - - 14 - DRIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORING LOG PROJECT: Raw Water Transmission Main Expansion Project Clearwater RO Plant #2 Clearwater, Florida Protect No.: DES 106673 CLIENT: Reiss Engineering, Inc. WATER TABLE: 4.8' DATE: 11/13/12 TECHNICIAN: J.S. DATE: 11/13/12 COMPLETION DEPTH: 8.0' LOCATION: See 'Remarks" TEST NUMBER: HA-9 EL.El. (FT) DESCRIPTION DEPTH (FT) SYMBOL REMARKS Grayish-brown Fine SAND with rock fragments and trace of roots (SP) (A-3) 0 :4:::_ . :9:. ..•..s:„.' .:0: Location: South Highland Avenue; Sta. XX+XX; Offset XX' Right of Survey Baseline Gray and light brown Fine SAND (SP) (A-3) - — - - . • .. .... .. :: .. . .. . 2 Light tan Fine SAND (SP) (A-3) .. ... - . - - – - – - .... .. ....... - • - - - • :.•.:::.. . .... . ............. .–.:...–. Light tannish-brown Fine SAND (SP) (A-3) • . .... .. .... ... - - - • • • - 6 -. 8 - 10 - - 12 - - 14 1 1 1 1 1 DRIGGERS ENGINEERING SERVICES INCORPORATED BAND AUGER BORING LOG PROJECT:Raw Water Transmission Main Expansion Project Clearwater RO Plant #2 Clearwater, Florida Protect No.: DES 106673 CLIENT: Reiss Ennineerinq, Inc. WATER TABLE: 4.8' DATE: 11/14/12 TECHNICIAN: J.S. DATE: COMPLETION DEPTH: 11/14/12 8,0' LOCATION: See "Remarks" TEST NUMBER: HA -10 (FT) DESCRIPTION DEPTH DEPT SYMBOL REMARKS Dark grayish -brown Fine SAND 0 i $-f' Location: Beverly Drive; Sta. XX +XX; Offset XX' Right of Survey Baseline with roots (SP) (A -3) • Tan and brown Fine SAND (SP) (A -3) V* 4" Limestone Gravel 2 - Light brown and brown Fine SAND - (SP) (A-3) Tan Fine SAND (SP) (A -3) - 4 - • - 6 -\. 8 - 10 - - 12 - - 14 - DRIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORING LOG PROJECT:Raw Water Transmission Main Expansion Project Clearwater RO Plant #2 Clearwater, Florida Project No.: DES 106673 CLIENT: Reiss Engineering, Inc. WATER TABLE: DATE: 4.9' 11/14/12 TECHNICIAN: J.S. DATE: 11/14/12 COMPLETION DEPTH: 8.0' LOCATION: See "Remarks" TEST NUMBER: HA -11 ELEV. DESCRIPTION DEPTH 1SYMBOL REMARKS Grayish -brown Fine SAND with roots 0 1 ;: 4,'"•: • •t •,tir ■ Location: Beverly Drive; Sta. XX +XX; Offset XX' Right of Survey Baseline (SP) (A -3) Grayish -brown Fine SAND •``; . ' .5)000. with trace of roots (SP) (A -3) 2 4" Limestone Gravel ` p o Tan Fine SAND (SP) (A -3) - Light grayish -brown Fine SAND (SP) (A -3) • - ft - 10 - 12 - - 14 - 1 1 1 t 1 1 1 1 1 1 deli DRIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORING LOG PROJECT:Raw Water Transmission Main Expansion Project Clearwater RO Plant #2 Clearwater, Florida Protect No.: DES 106673 CLIENT: Reiss Engineering. Inc. WATER TABLE: 7.2' DATE: 11/14/12 TECHNICIAN: J.S. DATE: 11/14/12 COMPLETION DEPTH: 10.0' LOCATION: See "Remarks' TEST NUMBER: HA -12 ELEV. DESCRIPTION DEPTH (FT) J m w REMARKS Grayish -brown Fine SAND with surficial roots (SP) (A -3) 0 N:.r. -'s Location: Nursery Road; Sta. XX +XX; Offset XX' Right of Survey Baseline ` Light grayish -brown Fine SAND (SP) (A -3) Tan Fine SAND (SP) (A -3) - 2 4 Light grayish -brown Fine SAND (SP) (A -3) • • _ g ti. 10 - 12 - 14 DRIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORING LOG PROJECT:Raw Water Transmission Main Expansion Project Clearwater RO Plant #2 Clearwater, Florida Project No.: DES 106673 CLIENT: Reiss Engineering. Inc. WATER TABLE: 7.1' DATE: 11/14/12 TECHNICIAN: J.S. DATE: 11/14/12 COMPLETION DEPTH: 13.0' LOCATION: See "Remarks" TEST NUMBER. HA -13 T�' DESCRIPTION DEPTH SYMBOL REMARKS Dark brownish -gray Fine SAND } with trace of roots (SP) (A-3) 0 .x, • - Location: Gateway Drive; Sta. XX +XX; Offset XX' Right of Survey Baseline .: • Grayish -brown Fine SAND (SP) (A -3) - 2 - Light brown Fine SAND (SP) (A -3) Tan Fine SAND (SP) (A -3) • - _ 6 _ Light tannish -brown Fine SAND (SP) (A -3) 8 - 10 - - 12 - - 14 1 1 1 1 1 1 1 f 1 1 1 DRIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORING LOG PROJECT:Raw Water Transmission Main Expansion Project Clearwater RO Plant #2 Clearwater, Florida Project No.: DES 106673 CLIENT: Reiss Engineering, Inc. WATER TABLE: DATE: 6.5' 11/14/12 TECHNICIAN: J.S. DATE: 11/14/12 COMPLETION DEPTH: 9.2' ° LOCATION: See "Remarks" TEST NUMBER. HA -14 T�' DESCRIPTION DEPTH SYMBOL REMARKS Dark grayish -brown Fine SAND 0 'r '�' . _ Location: South Hercules Avenue; Sta. XX +XX; Offset XX' Right of Survey Baseline * Could not penetrate below depth 9.2' due to Water Table. with some roots (SP) (A -3) . :yw Brownish -gray Fine SAND (SP) (A-3) - 2 . Light brown Fine SAND (SP) (A -3) Tan Fine SAND (SP) (A -3) 6 Light tannish -brown Fine SAND (SP) (A -3) - 8 10 - 12 - 14 - DRIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORING LOG PROJECT:Raw Water Transmission Main Expansion Project Clearwater RO Plant #2 Clearwater, Florida Project No.: DES 106673 CLIENT: Reiss Engineering Inc. WATER TABLE: 4.9' DATE; 11/14/12 TECHNICIAN: J.S. DATE: 11/14/12 COMPLETION DEPTH: 7.6' See "Remarks" TEST NUMBER: HA -15 ELEV. DESCRIPTION DEPTH SYMBOL REMARKS Grayish -brown Fine SAND with roots and one piece of concrete (SP) (A -3) 0 ; ." : dci 0 Location: South Hercules Avenue; Sta. XX +XX; Offset XX' Right of Survey Baseline * Could not penetrate below depth 7.6' due to Water Table. . "" S Light brown Fine SAND with larger roots (SP) (A -3) Tan Fine SAND (SP) (A -3) - 2 Light tan Fine SAND (SP) (A -3) • Light grayish-brown Fine SAND (SP) (A -3) 4 - 6 - 8 - - 10 - - 12 - 14 - 1 1 1 1 1 1 t 1 1 1 DRIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORING LOG PROJECT :Raw Water Transmission Main Expansion Project Clearwater RO Plant #2 Clearwater, Florida Project No.: DES 106673 CLIENT: Reiss Engineering, Inc. WATER TABLE: 4.6' DATE: 11/14112 TECHNICIAN: J.S. DATE: 11/14/12 COMPLETION DEPTH: 6.7'* LOCATION: See "Remarks" TEST NUMBER: HA -16 ELEV. T }' DESCRIPTION Di SYMBOL REMARKS Dark brown Fine SAND (SP) (A -3) 0 Location: South Hercules Avenue; Sta. XX +XX; Offset XX' Right of Survey Baseline * Could not penetrate below depth 6,7' due to Water Table. Tannish -brown Fine SAND with trace of roots (SP) (A -3) .fir ' ' , • . \ : - 2 - :1•: r p r . t i. I a.:Jt, :1:r :ri.qq •t : :ti} fl-ii: p i•f t}i Grayish -brown slightly silty Fine SAND (SP -SM) (A -3) - Grayish -brown Fine SAND with trace of light green CLAY (SP) (A -3) ' ,= :. Brown Fine SAND with thin seams of light green CLAY (SP /CH) (A- 3/A -7-6) - 6 -/ - 8 - _ 10 - - 12 - - 14 - DRIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORING LOG PROJECT:Raw Water Transmission Main Expansion Project Clearwater RO Plant #2 Clearwater, Florida Project No.: DES 106673 CLIENT: Reiss Engineering, Inc. WATER TABLE: 6.3' DATE: 11/14/12 TECHNICIAN: J.S. DATE: 11/14/12 I COMPLETION DEPTH: 9.0' LOCATION: See "Remarks" TEST NUMBER: HA -20 E+ T�' DESCRIPTION DEPTH SYMBOL REMARKS Gray Fine SAND with roots (SP) (A-3) 0 -". �J, , 6'-''— "• :ii : • Location: Druid Road; Sta. XX +XX; Offset XX' Right of Survey Baseline * Could not penetrate below depth 9.0' due to Water Table. Grayish -brown Fine SAND (SP) (A -3) - 2 Tan Fine SAND (SP) (A-3) - 4 - Light tan Fine SAND (SP) (A -3) - 6 Light grayish -brown Fine SAND (SP) (A -3) - 8 - 10 - - 12 - - 14 - 1 1 1 1 1 t 1 1 1 1 DRIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORING LOG PROJECT:Raw Water Transmission Main Expansion Project Clearwater RO Plant #2 Clearwater, Florida Project No.: DES 106673 CLIENT: Reiss Engineering, Inc. WATER TABLE: 6.3' DATE: 11/14/12 TECHNICIAN: J.S. DATE: 11/14/12 COMPLETION DEPTH: 8.8'* LOCATION: See "Remarks" TEST NUMBER: HA -22 I DESCRIPTION D( T }H SYMBOL REMARKS Grayish -brown Fine SAND with some roots (SP) (A -3) -... •`••z ^•; ''! ' ' ‘r / -• 1 .s. : Location: Druid Road; Sta. XX +XX; Offset XX' Right of Survey Baseline * Could not penetrate below depth 8.8' due to Water Table. - 2 - Tan Fine SAND (SP) (A -3) Light tan Fine SAND (SP) (A -3) - 6 - Light tannish -brown Fine SAND (SP) (A -3) - 8 - - 10 - - 12 - - 14 - DRIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORING LOG PROJECT: Raw Water Transmission Main Expansion Project Clearwater RD Plant #2 Clearwater, Florida Project No.: DES 106673 CLIENT: Reiss Engineering. Inc. WATER TABLE: 6.7' DATE: 11/14/12 TECHNICIAN: J.S. DATE: 11/14/12 COMPLETION DEPTH: 8.0 LOCATION: See "Remarks TEST NUMBER: HA-24 ELEV. (FT) DESCRIPTION DEPTH (FT) SYMBOL REMARKS Grayish-brown Fine SAND with trace of roots (SP) (A-3) 0 - : - • . ' *.:i •. Location: Druid Road; Sta. XX+)(X; Offset XX' Right of Survey Baseline Tan Fine SAND (SP) (A-3) . .. - --■:.•.: Reddish-brown Fine SAND with cemented sand fragments (SP) (A-3) t:-.e.* 31. :.::.:..: **;."i • - • ' — • • .... . . . • " • • ....... - - - - • ..... • - - - • ..... ..... .... .• •.: -...* .....:.. • - . — ' Light grayish-brown Fine SAND (SP) (A-3) - 6 — 8 10 - 12 - 14 - 1 1 1 1 DRIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORING LOG PROJECT :Raw Water Transmission Main Expansion Project Clearwater RO Plant #2 Clearwater, Florida Project No.: DES 106673 CLIENT: Reiss Engineering. Inc. WATER TABLE: 4,7' DATE: 11/14/12 TECHNICIAN: J.S. DATE: 11/14/12 COMPLETION DEPTH: 7.2' * LOCATION: See "Remarks" TEST NUMBER: HA -25 ELEV. DESCRIPTION DEPTH SYMBOL REMARKS Grayish -brown Fine SAND with roots; } (SP) (A -3) I :. Location: Druid Road; Sta. XX +XX; Offset XX' Right of Survey Baseline * Could not penetrate below depth 7.2' due to Water Table. • "' ::'`a • • • . - • Dark grayish -brown Fine SAND • with trace of roots (SP) (A -3) Brown Fine SAND (SP) (A -3) 2 Tan Fine SAND (SP) (A -3) ; .. :. • • Light tan Fine SAND (SP) (A -3) - 4 - 6 - 8 - - 10 - - 12 - - 14 - DRIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORING LOG PROJECT:Raw Water Transmission Main Expansion Project Clearwater RO Plant #2 Clearwater, Florida Proiect No.: DES 106673 CLIENT: Reiss Enoineerino, Inc. WATER TABLE: DATE: 5.1' 11/15/12 TECHNICIAN: J.S. DATE: 11/15/12 COMPLETION DEPTH: 8.0' LOCATION: See "Remarks" TEST NUMBER: HA -26 ELEV. DESCRIPTION DE SYMBOL REMARKS Grayish-brown Fine SAND with some roots y and trace of limestone fragments (SP) (A -3) 0 1,:1:4:,--, '`t , Location: Druid Road; Sta. XX +XX; Offset XX' Right of Survey Baseline a t•. Brown Fine SAND with some limestone fragments (SP) (A -3) Tan Fine SAND (SP) (A -3) 2 ,'. Light tan Fine SAND (SP) (A -3) 4 Tannish -brown Fine SAND with some dark brown veins (SP) (A -3) 6 • - 10 - 12 - 14 - 1 1 1 1 1 1 1 1 1 1 1 1 1 deli DRIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORING LOG PROJECT:Raw Water Transmission Main Expansion Project Clearwater RO Plant #2 Clearwater, Florida Project No.: DES 106673 CLIENT: Reiss Engineering, Inc. WATER TABLE: 4.6' DATE: 11/15/12 TECHNICIAN: J.S. DATE: 11/15/12 COMPLETION DEPTH: 7.3" LOCATION: See "Remarks" TEST NUMBER: HA 27 EDESCRIPTION DE TRH SYMBOL REMARKS Brown Fine SAND with trace of roots and trace of limestone fragments (SP) (A -3) 0 •:'f : -c • : ' . • • : : Location: Druid Road; Sta. XX +XX; Offset XX' Right of Survey Baseline * Could not penetrate below depth 7.3' due to Water Table. ° : = • • : �' Brown Fine SAND with trace of shell (SP) (A -3) - 2 Brown Fine SAND (SP) (A-3) Light tan Fine SAND (SP) (A -3) 4 • Light brown and tan Fine SAND (SP) (A-3) - 6 - 8 - - 10 - - 12 - - 14 - DRIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORING LOG PROJECT:Raw Water Transmission Main Expansion Project Clearwater RO Plant #2 Clearwater, Florida Project No.: DES 106673 CLIENT: Reiss Engineering, Inc. WATER TABLE: 6.3' DATE: 11/15/12 TECHNICIAN: J.S. DATE: 11/15/12 COMPLETION DEPTH: 9.1.* LOCATION: See "Remarks" TEST NUMBER HA-28 ELEV. (FT) DESCRIPTION DEPTH (FT)' m c REMARKS Grayish -brown Fine SAND with some roots (SP) ( ) ( A -3 ) 0 :‘ ��'�'" Location: Edenville Avenue; Sta. XX +XX; Offset XX Right of Survey Baseline . ,. a • 9. IF F ryS' Dark gray Fine SAND (SP) (A -3) - 2 Pieces of Tree Roots Dark Fine SAND '''. gray with roots (SP) (A-3) - 4 * Could not penetrate below depth 9.1' due to Water Table. Light tan Fine SAND (SP) (A -3) Light grayish - brown slightly silty Fine SAND (SP -SM) (A-3) c �`` r -It iii= r 1 :irt a;pf't 1'.“i i •131:Lt a:kr.vi 1 :1 :rC1 - 8 -i:1:4.1.1 - 10 - - 12 - - 14 - 1 1 1 1 1 1 t 1 1 1 1 DRIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORING LOG PROJECT:Raw Water Transmission Main Expansion Project Clearwater RO Plant #2 Clearwater, Florida Project No.: DES 106673 CLIENT: Reiss Engineering. Inc. WATER TABLE: 6.1' DATE: 11/15/12 TECHNICIAN: J.S. DATE: 11/15/12 COMPLETION DEPTH: 8.3' "" LOCATION: See "Remarks" TEST NUMBER: HA -29 (FT) DESCRIPTION DEPTH SYMBOL REMARKS Grayish -brown Fine SAND with roots and trace of limestone fragments (SP) (A -3) 0 :\ ,i,•‘:',--.-r:, -- '.-1 ! Location: Home Depot Parking Lot; Sta. XX +XX; Offset XX' Right of Survey Baseline * Could not penetrate below depth 8.3' due to Water Table. Brown Fine SAND with trace of roots (SP) (A -3) : de5i DRIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORING LOG PROJECT:Raw Water Transmission Main Expansion Project Clearwater RO Plant #2 Clearwater, Florida Project No.: DES 106673 CLIENT: Reiss Engineering, Inc. WATER TABLE: 4:8' DATE: 11/15/12 TECHNICIAN: J.S. DATE: 11/15/12 COMPLETION DEPTH: 88.. LOCATION: See "Remarks" TEST NUMBER. HA -39 ELEV. FDESCRIPTION DEPTH SYMBOL REMARKS Dark grayish -brown Fine SAND with trace of roots (SP) (A -3) 0 • �; : Location: Drew Street; Sta. XX +XX; Offset XX' Right of Survey Baseline * Could not penetrate below depth 8.8' due to Water Table. Gray Fine SAND (SP) (A -3) Brown Fine SAND (SP) (A -3) - 4 - Tan Fine SAND (SP) (A -3) f - 6 - 8 - 10 - - 12 - 14 - 1 1 1 1 1 1 1 1 1 1 1 DRIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORING LOG PROJECT :Raw Water Transmission Main Expansion Project Clearwater RO Plant #2 Clearwater, Florida Project No.: DES 106673 CLIENT: Reiss Engineering, Inc. WATER TABLE: 5.1` DATE: 11/15/12 TECHNICIAN: J.S. DATE: 11/15/12 COMPLETION DEPTH: 8.0' LOCATION: See "Remarks" TEST NUMBER: HA-40 EL'. DESCRIPTION DE P " SYMBOL REMARKS Grayish -brown Fine SAND with rock fragments and trace of gravel}` (SP) (A -3) 0 .,7.: • v. • • ? ; DRIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORING LOG PROJECT :Raw Water Transmission Main Expansion Project Clearwater RO Plant #2 Clearwater, Florida Project No.: DES 106673 CLIENT: Reiss Engineering, Inc. WATER TABLE: 3.5' DATE: 11/15/12 TECHNICIAN: J.S. DATE: 11/15/12 COMPLETION DEPTH: 6.8'* LOCATION: See "Remarks" TEST NUMBER. HA-42 ELEV. DESCRIPTION DEPTH SYMBOL REMARKS Dark brown Fine SAND with some roots j (SP) (A -3) 0 ', F . Y t`' • Location: David Avenue; Sta. XX +XX; Offset XX' Right of Survey Baseline * Could not penetrate below depth 6.8' due to Water Table. Light brown Fine SAND (SP) (A -3) • 2 Tan Fine SAND (SP) (A -3) . _s - 10 - 12 - - 14 - 1 1 1 1 1 1 1 1 1 1 1 1 DRIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORING LOG PROJECT: Raw Water Transmission Main Expansion Project Clearwater RO Plant #2 Clearwater, Florida Proiact No.: DES 106673 CLIENT: Reiss Engineering, Inc. WATER TABLE: 9.3' DATE: 12/4/12 TECHNICIAN: K.A. DATE: 12/4/12 COMPLETION DEPTH: 10.0' LOCATION: See "Remarks" TEST NUMBER: HA-46A { DESCRIPTION DE PH SYMBOL REMARKS Light gray Fine SAND with abundant roots (SP) (A -3) 0 ' I. • ,y ' Location: Kapok Park; Sta. XX +XX; Offset XX' Right of Survey Baseline 1 Light gray Fine SAND (SP) (A -3) 2 Very light gray Fine SAND (SP) (A -3) - 4 - : a Light brown Fine SAND (SP) (A -3) Light brown clayey Fine SAND (SC) (A -2-6) / Light gray CLAY with trace of orange veins (CH) (A -7-6) 6 Light brown silty Fine SAND with trace of CLAY (SM) (A -2-4) Ii 8 Light green cemented CLAY (CL) (A -7-6) - --''._. 10 12 14 - DR1GGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORING LOG PROJECT:Raw Water Transmission Main Expansion Project Clearwater RO Plant #2 Clearwater, Florida Project No.: DES 106673 CLIENT: Reiss Engineering, Inc. WATER TABLE: 4.8' DATE: 11/15/12 TECHNICIAN: J.S. DATE: 11/15/12 COMPLETION DEPTH: 8.0' LOCATION: See "Remarks" TEST NUMBER: HA-48 DESCRIPTION D {P� SYMBOL REMARKS Grayish -brown Fine SAND with some roots 0 • ;, ^'- 2a, Location: Drew Street; Sta. XX +XX; Offset XX' Right of Survey Baseline (SP) (A -3) '•1 • •',2".. .�', ' • • ' ' :ti 1 :f Light tan Fine SAND with trace of roots (SP) (A -3) 2 Gray and tan Fine SAND . • with one piece of glass (SP) (A -3) Light brown and tan Fine SAND 4 ... ..� (SP) (A -3) =' '.ii .r ." L'` Light grayish -brown Fine SAND slightly silty (SP-SM) (A-3) L.ra.K 4::C r ,i :ht 'r1-L1:f - 6 4 :: :I :I: t1 .(.t : :L.t.,i 8 ,i•Cf}1 - 10 - - 12 - - 14 - 1 1 1 1 1 1 1 1 1 1 DRIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORING LOG PROJECT:Raw Water Transmission Main Expansion Project Clearwater RO Plant #2 Clearwater, Florida Project No.: DES 106673 CLIENT: Reiss Engineering. Inc. WATER TABLE: 5.3' DATE: 11/15/12 TECHNICIAN: J.S. DATE: 11/15/12 COMPLETION DEPTH: 8.3' See "Remarks" TEST NUMBER: HA-49 ELEV. DESCRIPTION DEPTH SYMBOL REMARKS Dark grayish -brown Fine SAND with trace of roots (SP) (A-3) 0 :. 4.•: - - - • : • •.: Location: Drew Street; Sta. XX +XX; Offset XX' Right of Survey Baseline * Could not penetrate below depth 8.3' due to Water Table. Gray and dark brown Fine SAND (SP) (A -3) Dark gray highly organic Fine SAND 1 with pieces of large root (Pt) (A-8) Tannish -brown Fine SAND (SP) (A -3) Dark brown Fine SAND (SP) (A -3) • - 6 - - 8 - 10 - - 12 - - 14 - DRIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORING LOG PROJECT:Raw Water Transmission Main Expansion Project Clearwater RO Plant #2 Clearwater, Florida Project No.: DES 106673 CLIENT: Reiss Engineering, Inc. WATER TABLE: 3.9' DATE: 11/15/12 TECHNICIAN: J.S. DATE: 11/15/12 COMPLETION DEPTH: 6,9' See "Remarks" TEST NUMBER: HA -50 DESCRIPTION D DEPTH SYMBOL REMARKS Grayish -brown Fine SAND with trace of roots (SP) (A-3) 0 :- I.c : :: 1.7: .: .?: Location: Drew Street; Sta. XX +XX; Offset XX' Right of Survey Baseline * Could not penetrate below depth 6.9' due to Water Table. , .b: .. bc . : : Dark grayish -brown Fine SAND with trace of Crushed Limestone Base (SP) (A -3) _ 2 Dark brown Fine SAND (SP) (A -3) 4,•. Tannish -brown Fine SAND (SP) (A -3) - 4 _ - 6 - 8 - - 10 - - 12 - - 14 - 1 1 r 1 1 1 1 1 1 t 1 1 1 DRIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORING LOG PROJECT :Raw Water Transmission Main Expansion Project Clearwater RO Plant #2 Clearwater, Florida Project No.: DES 106673 CLIENT: Reiss Engineering, Inc. WATER TABLE: 4.6' DATE: 11/15/12 TECHNICIAN: J.S. DATE: 11/15/12 COMPLETION DEPTH: 7,1'* LOCATION: See "Remarks" TEST NUMBER: HA -52 ELEV. (FT) DESCRIPTION DEPTH (FT) SYMBOL REMARKS Grayish -brown Fine SAND with trace of roots and trace of limestone 7 fragments (SP) (A -3) 0 : ° : : :7 .... ': Location: Drew Street; Sta. XX +XX; Offset XX' Right of Survey Baseline * Could not penetrate below depth 7.1' due to Water Table. Brown Fine SAND (SP) (A -3) - 2 -: • `, ::,N: Dark brown Fine SAND with trace of roots (SP) (A -3) - 4 ;r,. • : • " •i ' : Light brown and tan Fine SAND with trace of roots (SP) (A-3) - ti - g - 10 - - 12 - 14 DRIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORING LOG PROJECT:Raw Water Transmission Main Expansion Project Clearwater RO Plant #2 Clearwater, Florida Project No.; DES 106673 CLIENT: Reiss Engineering. Inc. WATER TABLE: 4.0' DATE: 11/15/12 TECHNICIAN: J.S. DATE: 11/15/12 COMPLETION DEPTH: 6.7' * LOCATION: See "Remarks" TEST NUMBER. HA -55 ELEV. (FT) DESCRIPTION DEPTH (FT) SYMBOL REMARKS Brown Fine SAND with roots and one piece of larger root (SP) (A -3) 0 „.� Location: Madera Avenue; Sta. XX +XX; Offset XX' Right of Survey Baseline ' Could not penetrate below depth 6.7' due to Water Table. �tx., Light tannish -brown Fine SAND with trace of roots (SP) (A -3) ...... C. Tan slightly silty Fine SAND (SP -SM) (A -3) ` `' t 1 w : ?. .1::t i• r :.: F I I .r7;t1 :t J : :r[] `4'rJ i .1a :crt - 4 -:i'• i:i +'. c}i :L'J:tJ.t d : :t $'1 ;trt1 i - 11l-ri `i: rf( _ 8 _ - 10 - - 12 - - 14 - 1 1 r 1 1 1 1 DRIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORING/HAND CONE SOUNDING LOG PROJECT: Remote Well Sites & Raw Water Pipelines Clearwater RO Plant #2 Clearwater, Florida Proiect No.: DES 106673 CLIENT: Reiss Engineering, Inc. WATER TABLE: See "Note" DATE: 9117112 TECHNICIAN: J.R. DATE: 9/17112 COMPLETION DEPTH: 6.0' LOCATION: See Plate I -A TEST NUMBER: W 20A ELEV. (FT) DESCRIPTION DEPTH (FT) SYMBOL HAND CONE TIP RESISTANCE (TSF) 0 10 20 30 40 50 60 70 Dark grayish -brown Fine SAND with some roots and trace of gravel (SP) 0 4-: -l; ' .,} 1 i 0 :. F 0 m� + Light brown Fine SAND with small pockets of clayey Fine SAND (SP /SC) Light brown clayey Fine SAND (SC) 2 lrIIIIIIIII 1110 ■ �;; ; i" r Light brown Fine SAND with trace of clayey Fine SAND (SP) . Note: Water Table not encountered within depth of 6.0'. LEGEND: .+ Denotes Penetration Resistance in excess of 50 TSF 7 DRIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORING/HAND CONE SOUNDING LOG PROJECT: Remote Well Sites & Raw Water Pipelines Clearwater RD Plant #2 Clearwater, Florida Project No.: DES 106673 CLIENT: Reiss Engineering Inc WATER TABLE: 3.6' DATE: 9/17/12 TECHNICIAN: J.R. DATE: 9/17/12 COMPLETION DEPTH: 6.0' LOCATION: See Plate I-A TEST NUMBER: W-20B-A ELEV. (FT) DESCRIPTION DEPTH (FT) SYMBOL HAND CONE TIP RESISTANCE (TSF) 0 10 20 30 40 50 60 70 Dark grayish-brown slightly organic Fine SAND with trace of roots (SP) 0 - - + ..1 P • , ema ..• No • me. A :■1 1::;Z: . ... , .... Brown Fine SAND with abundant shell and rock fragments (SP) : i `,.-.er. 7, ... P.D':..7.:. 7:F,61 2 Dark brown highly organic, slightly silty Fine SAND with some some shell fragments (Muck) (Pt) ,-.....- ...-- •A.W 3 Brown and light brown slightly silty Fine SAND (SP-SM) f.r.11:1 Li r 3 i :4:1:C '21 fr:I:Eil 4 4 1, . 4 Dark brown organic, slightly silty Fine SAND with trace of large roots (SP-SM/Pt) It= 3.. =Cr: 5 -:3444k A Se 4:41A-1 OAP Q. ITN LEGEND: 6 •4- Denotes Penetration Resistance in excess of 50 TSF - 1 1 1 f 1 DRIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORING/HAND CONE SOUNDING LOG PROJECT: Remote Well Sites & Raw Water Pipelines Clearwater RO Plant #2 Clearwater, Florida Protect No.: DES 106673 CLIENT: Reiss Engineering, Inc: WATER TABLE: 6.0' DATE: 9/17/12 COMPLETION DATE: 9/17/12 DEPTH: 6.0' TECHNICIAN: J.R. LOCATION: See Plate I -A TEST NUMBER: W -20B -B ELEV. (FT) DESCRIPTION DEPTH (FT) [SYMBOL HAND CONE TIP RESISTANCE (TSF) D 10 20 30 40 50 60 70 Brown Fine SAND with some roots (SP) 0 �. f r:...-:1: : 4.1--1.! : --. :(e, ....... ∎ --;. . ;; Brown Fine SAND with trace of roots (SP) } III. ra- r,'i rf.i r a 4:O 3i,;I.r.I i r r. VI 7 W 41 :�fk e1 ,.: L1) 4i 4E:i." -i I�!:1 i �.iA� Dark brown slightly silty Fine SAND with some roots (SP -SM) 4 -;,Cl - 5 - 6 7 DRIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORING/HAND CONE SOUNDING LOG PROJECT: Remote Well Sites & Raw Water Pipelines Clearwater RO Plant #2 Clearwater, Florida Project No.: DES 106673 CLIENT: Reiss Engineering, Inc. WATER TABLE: 3.7' DATE: 9/17/12 TECHNICIAN: J . DATE: 9/17/12 ( COMPLETION DEPTH: 6.0' LOCATION: See Plate I-A TEST NUMBER: W -2013- ELEV. (FT) DESCRIPTION DEPTH (FT) -, gm co HAND CONE TIP RESISTANCE (TSF) 4 10 20 30 40 50 60 70 Dark grayish -brown slightly organic Fine SAND with roots (SP) 0 _ lir;— T.i:;:'_ /' 1 ! I.," '.,- A., .'r L L(`L 4t.' I. ` :.6.1:P : r :• - :1' ,: >• 4J: CJ. t:r. Lt. ,4:). Ems' 2 Dark grayish -brown slightly silty Fine SAND with trace of roots and trace of limestone fragments (SP-SM) �, Dark grayish -brown Fine SAND with rock fragments (SP) 7.);!......4..0:'. Dark gray highly organic, silty Fine SAND (Muck) (Pt) --,.....,—_,,--- 41141 Dark brown highly organic,M silty Fine SAND with roots and pieces of decayed wood (Muck) (Pt) AA 6`- 7 1 1 1 1 1 1 1 f 1 t r 1 DRIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORING/HAND CONE SOUNDING LOG PROJECT: Remote Well Sites & Raw Water Pipelines Clearwater RO Plant #2 Clearwater, Florida Project No.: DES 106673 CLIENT: Reiss Engineering, Inc. WATER TABLE: 5.5' DATE: 9/20/12 TECHNICIAN: J.R. DATE: (COMPLETION 6DE0' PTH: 9/20/12 . TEST NUMBER: W -32 LOCATION: See Plate 1-A ELEV. (FT) DESCRIPTION DEPTH (FT) SYMBOL HAND CONE TIP RESISTANCE (TSF) 0 10 20 30 40 50 60 70 Grayish -brown Fine SAND with some roots and limestone fragments (SP) 0 �" r -: fir: e fit' 7' 1\ • 1 -- se.: \I'll" RIM IL p11 Light brown Fine SAND (SP) .41,:,:ii5t 2 3 Tan Fine SAND (SP) ::: - 4 IL ::::, Light grayish -tan Fine SAND (SP) • • 7 - DRIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORING/HAND CONE SOUNDING LOG PROJECT: Remote Well Sites & Raw Water Pipelines Clearwater RO Plant #2 Clearwater, Florida Project No.: DES 106673 CLIENT: Reiss Engineering, Inc. WATER TABLE: See "Note" DATE: 9/20/12 TECHNICIAN: J.R. DATE: 9/20/12 COMPLETION DEPTH: 6.0' LOCATION: See Plate I -A TEST NUMBER: W -35 ELEV. (FT) DESCRIPTION DEPTH (FT) SYMBOL HAND CONE TIP RESISTANCE (TSF) 0 10 20 30 40 50 60 70 Brown Fine SAND with roots (SP) 0 - -•' ' r:2 :-,i: " :< 6 .:w a:.7{': Light brown Fine SAND (SP) f :i + Light orangish -tan Fine SAND {SP) 3 r • 4 Tan Fine SAND (SP) 5 • _.. Note: Water Table not encountered within depth of 6.0'. LEGEND: - 6 •+ Denotes Penetration Resistance In excess of 50 TSF - 7 - 1 t 1 t 1 1 1 DRIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORING/HAND CONE SOUNDING LOG PROJECT: Remote Well Sites & Raw Water Pipelines Clearwater RO Plant #2 Clearwater, Florida Project No.: DES 106673 CLIENT: Reiss Engineering, Inc. WATER TABLE: 3.6' DATE: 9/19/12 TECHNICIAN: J.R. DATE: 9/19/12 COMPLETION DEPTH: 6:0' LOCATION: See Plate I -A TEST NUMBER: W-37 ELEV. (FT) DESCRIPTION DEPTH (FT) SYMBOL HAND CONE TIP RESISTANCE (TSF) 0 10 20 30 40 50 60 70 Dark gray Fine SAND with trace of roots (SP) 0 • : ::' '. • Brown Fine SAND with Limerock Base (SP) S A r ;� .g :a Grayish -brown and light gray Fine SAND (SP) 1 t Brown Fine SAND (SP) _ 2 Light brown Fine SAND (SP) . .. LEGEND: •-j Denotes Penetration Resistance In excess of 50 TSF 7 _ DRIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORING/HAND CONE SOUNDING LOG PROJECT: Remote Well Sites & Raw Water Pipelines Clearwater RO Plant #2 Clearwater, Florida Protect No.: DES 106673 CLIENT: Reiss Engineering, Inc. WATER TABLE: 3.6' DATE: 9/21/12 TECHNICIAN: J_R.IJ.S. DATE: 9/21/12 COMPLETION DEPTH: 6.0' LOCATION: See Plate I -A TEST NUMBER: W -82B ELEV. (FT) DESCRIPTION DEPTH (FT) SYMBOL HAND CONE TIP RESISTANCE (TSF) 0 10 20 30 40 50 60 70 Dark grayish -brown slightly organic, slightly silty Fine SAND with roots (SP -SM) g •Z • =l 4. 0k-Zi ;«1=+ {fit.; 4 4,:r: rh xr fF'>i'i: ..t tt litA ty ` 1 - >ii Green CLAY with grayish -brown Fine SAND (CH /SP) 2 4.L / Light brown Fine SAND with some cemented sand fragments (SP) j .. }.: ,` ; :. *. •.: y • - 4 ':...' :...:: 4,::.: •.. Green CLAY with seams of grayish -brown Fine SAND (CH /SP) / ` . . . 5 ! / / 1 7 1 1 1 1 t 1 1 DRIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORING/HAND CONE SOUNDING LOG PROJECT: Remote Well Sites & Raw Water Pipelines Clearwater RO Plant #2 Clearwater, Florida Proiect No.: DES 106673 CLIENT: Reiss Engineering, Inc. WATER TABLE: 3.8' DATE: 9119112 TECHNICIAN: J.R. DATE: 9/19/12 COMPLETION DEPTH: 6.0' LOCATION: See Plate I -A TEST NUMBER: W -84 ELEV. (FT) DESCRIPTION DEPTH (FT) SYMBOL HAND CONE TIP RESISTANCE (TSF) 0 10 20 30 40 50 60 70 Dark grayish -brown Fine SAND (SP) 0 Grayish -brown Fine SAND (SP) • Dark brown Fine SAND (SP) 1 Brown Fine SAND (SP) 2 Tannish -brown Fine SAND (SP) 3 :• t - 5 - g LEGEND: ®{- Denotes Penetration Resistance in excess of 50 TSF - 7 - d Eli 5i DRIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORING/HAND CONE SOUNDING LOG PROJECT: Remote Well Sites & Raw Water Pipelines Clearwater RO Plant #2 Clearwater, Florida Protect No.: DES 106673 CLIENT: Reiss Engineering, Inc. WATER TABLE: I 5.5' DATE: 9/24/12 TECHNICIAN: J.R. DATE: 9/24/12 COMPLETION DEPTH: 6.0' LOCATION: See Plate I -A TEST NUMBER: WS -1 ELEV. (FT) DESCRIPTION DEPTH (FT) SYMBOL HAND CONE TIP RESISTANCE (TSF) 0 10 20 30 40 50 60 70 Brown and tan Fine SAND with trace of roots (SP) 0 ••2- :: • •w . :...:k; • Light brown Fine SAND (SP) 1 - • • _ 2 Tan Fine SAND (SP) Brown Fine SAND with trace of roots (SP) .. ; . y, i 5 -,: _ 6 - 7 1 t 1 1 1 1 1 1 1 i DRIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORING/HAND CONE SOUNDING LOG PROJECT: Remote Well Sites & Raw Water Pipelines Clearwater RO Plant #2 Clearwater, Florida Protect No.: DES 106673 CLIENT: Reiss Engineering, Inc. WATER TABLE: See "Note" DATE: 9/21/12 TECHNICIAN: J.R. /J.S. DATE: 9/21/12 COMPLETION DEPTH: 6.0' LOCATION: See Plate I -A TEST NUMBER: WB-2 ELEV. IFS DESCRIPTION DEPTH (FT/ SYMBOL HAND CONE TIP RESISTANCE(TSF) 0 10 20 30 40 SO 60 TO Brown Fine SAND with roots and trace of gravel (SP) 0 -. y'f Dark grayish -brown Fine SAND with roots (SP) "� ;.if.::::: tirx:-;:)\-: -- r : .` :fi.2 Grayish -brown Fine SAND with limestone fragments (SP) ``'t :e.:::0: : e..� d: 0 : i : is • Grayish -brown Fine SAND with trace of roots (SP) ... Light brown Fine SAND (SP) .. 4 ++ Grayish -brown Fine SAND with roots 5 - ": : G'7j Note: Water Table not encountered within depth of 6.0'. LEGEND: •- Denotes Penetration Resistance in excess of 50 TSF _ 7 - ORIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORING/HAND CONE SOUNDING LOG PROJECT: Remote Well Sites & Raw Water Pipelines Clearwater RO Plant #2 Clearwater, Florida Project No.: DES 106673 CLIENT: Reiss Engineering. Inc. WATER TABLE: See "Note" DATE: 9/24/1.2 TECHNICIAN: J.R. DATE: 9/24/12 COMPLETION DEPTH: 6.0' LOCATION: See Plate I -A TEST NUMBER: WB-3 ELEV. (FT) DESCRIPTION DEPTH (FT) SYMBOL HAND CONE TIP RESISTANCE (TSF) 0 10 20 30 40 50 60 70 Grayish -brown Fine SAND with trace of roots and trace of shell fragments (SP) 0 . _,: V. • - :: Light brown Fine SAND with trace of limestone fragments (SP) - 1 - .. .. + • .1:. .Q . _ 2 - Tan and light brown Fine SAND (SP) 3 • Tan Fine SAND (SP) 4 5 Note: Water Table not encountered within depth of 6.0'. LEGEND: _ •+ Denotes Penetration Resistance in excess of 50 TSF :. 7 _ r 1 1 t t 1 1 1 1 1 1 1 de5i DRIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORING/HAND CONE SOUNDING LOG PROJECT: Remote Well Sites & Raw Water Pipelines Clearwater RO Plant #2 Clearwater, Florida Protect No.: DES 106673 CLIENT: Reiss Engineering, Inc. WATER TABLE: 5.6' DATE: 9/21/12 TECHNICIAN: J.R./J.S. DATE: 9/21112 COMPLETION DEPTH: 6.0' LOCATION: See Plate I -A TEST NUMBER: WB -4 ELEV. (FT) DESCRIPTION DEPTH (FT) SYMBOL 0 HAND CONE TIP RESISTANCE (TSF) 10 20 30 40 50 60 70 Dark grayish -brown Fine SAND with trace of roots (SP) 0 :: . ':.. • :. • I Light brown Fine SAND (SP) 3 • 4 _ 5 - LEGEND: 6 • + Denotes Penetration Resistance in excess of 50 TSF - - M - I MI M ! • ! NM MS I M - - - • SUMMARY OF LABORATORY TEST RESULTS BORING NO. DEPTH (ft) DESCRIPTION W % Y d (pet) G , ATTERBERG LIMITS P.P. (tat) U.C. CON, G.S. ORG. ( %) pH CL (ppm) SO 4 (ppm) RES. (ohm -cm) LL PL SL SPT -18 15.0 -16.5 Brown slightly silty Fine SAND * SPT -21 8.0 -9.5 Dark brown Fine SAND with finely divided organic material 1 8 SPT -23 15.0 -16.5 Dark brown weakly cemented Fine SAND with finely divided organic material 1,7 SPT -30 8.0 -9.5 Dark brown Fiore SAND with finely divided organic material 17 SPT,31 8.0 -9,5 Dark brown highly organic SILT 12.0 SAT -32A 20.0.21.5 Bluish -green CLAY 37,9 53 20 •* 55.2 SPT -33 12.0 -13.5 Light gray sandy CLAY 30.5 36 18 ** 56.6 SPT -35 12.0 -13.5 Green weakly cemented CLAY with trace of roots 58.0 93 47 * * 95.0 SPT -36 15.0-16.5 Light brown clayey Fine SAND 24.6 40 18 *4 17.8 HA -2 7.0.71 Dark gray highly organic, slightly silty Fine SAND with trace of roots 13.0 HA-4 2.8 -6.8 Dark brown Fine SAND * HA -6 0.9 -3.3 Tan Fine SAND with trace of roots HA-8 3.0 -6.2 Light tan and gray Fine SAND * HA -10 3.0-8.0 Taut Fine SAND * HA -12 2.5 -53 Tan Fine SAND * HA -14 4.8 -7.3 Tan Fine SAND W % Y 4(pct) Gs LL PL SL P.P. (tsf) U.C. • Water Content • Dry Density = Specific Gravity Liquid Limit = Plastic Limit Shrinkage Limit • Pocket Penetrometer • Unconfined Compression Con. G.S. ( +1) ORG. ( %) Cl. (ppm) SO4 (Ppm) RES. (ohm -cm) = Consolidation Tes Grainsize Analysis (Hydrometer) Organic Content Total Chloride Total Sulfate • Lab Resistivity See Test Curves • Percent Passing No. 200 Sieve CLIENT: PROJECT: FILE: Reiss Engineering, Inc. Raw Water Transmission Main Expansion Project, Clearwater RO Plant #2, Clearwater, Florida DES 106673 SUMMARY OF LABORATORY TEST RESULTS BORING NO. DEPTH ft (I DESCRIPTION W /o Y4 c lP n G ATTERBERG LIMITS P.P. (tsf) U.C. CON. G.S. ORG. (%) pH Cl. (pPm) SO4 IpPmi RES. (ohm-cm) LL PL SL RA -l6 4.8.6.7 Brown Fine SAND with thin seams of light green CLAY HA -25 3.1 -7.2 Light tan Fine SAND HA49 1.8 -2.5 Dark gray highly organic Fine SAND with piece of large root 21.3 HA -55 1.9.6;7 Tan slightly silty Fine SAND * W % Water Content Yd (pc) = Dry Density Gs = Specific Orravity LL Liquid Limit PL = Plastic Limit SL _ Sluinkage Limit P.P. (tsf) Pocket Penetrometer U.C. a Unconfined Compression Con. Consolidation Tes G.S. ( +1) = Grainsize Analysis (Hydrometer) ORG. (%) = Organic Content CLIENT: Reiss Engineering, Inc. Cl. (ppm) = Total Chloride SO4 (ppm) = Total Sulfate PROJECT: Raw Water Transmission Main Expansion Project, RES. (ohm -cm) — Lab Resistivity Clearwater RO Plant #2, Clearwater, Florida * = See Test Curves FILE: DES 106673 "* = Percent Passing No. 200 Sieve NMI NM NS - NM NB A MN U ,NS MI - - - NB NM 1111111 11111 i - NE 1 MR MI - 1- MI NM 1 NI - i I 1 w In I SUMMARY OF LABORATORY TEST RESULTS BORING NO. DEPTH (ft) DESCRIPTION W % Y 6 (Pei) G e ATTERBERG LIMITS P.P. (tat) U.C. CON. G.S. ORG. (Y.) pH CL (PPm) SO 4 (fpm) RESISTIVITY (ohm -cm) LL FL SL W -1 2.5 -6.0 Tan Fine SAND • 6.3 22.5 0 13,000 W -1 12.0-13.5 Dark reddish -brown Fine SAND • W -1 15.0 -16.5 Greenish -gray sandy CLAY and light tannish -gray Fine SAND 24.8 ea 13 •• 41,3 W -2 3.5 -6.0 Tan slightly silty Fine SAND • W -2 6:0 -9.5 Brown Fine SAND • W -2 15.0 -16.5 Light greenish -gray clayey Fine SAND 25.1 32 24 •• 20,4 W -11 6,0 -7.5 Brown Fine SAND + W -11 12.0 -13.5 Grayish -brown silty Fine SAND • W -11 15.0 -16.5 Greenish -gray sandy CLAY 34.2 48 16 • • 55.2 W -20A 1.0 -2.0 Light brown Fine SAND with small pockets of clayey Fine SAND 8:7 NP NP •• 10.0 W -20A 2.0-4.0 Light brown clayey Fine SAND 20.7 30 15 • • 39:7 W -20B -A 3.5 -4.5 Brown and light brown slightly silty Fine, SAND • W -20B -A 8.0 -9.5 Dark brown highly organic SILT (Muck) 47.1 W -20B -A 15.0 -16,5 Light brown Fine SAND • W -20B -B 6.0 -7.5 Light brown and brown slightly silty Fine SAND • W -20B -B 10.0 -11.5 Dark brown slightly silty Fine SAND with trace of cemented sand fragments • W -20B -C 5.0 -6.0 Dark brown highly organic, silty Fine SAND with roots and pieces of decayed wood (Muck) • • 9.8 6.3 375.0 69 1,155 W % • Water Content Y4(pcf) = Dry Density G, • Specific Gravity LL = Liquid Limit PL - Plastic Limit SL = Shrinkage Limit P.P. (tst) = Pocket Penetrometer • Unconfined Compression Con. G.S. ( +l) ORG. ( %e) Cl. (ppm) SO4 (ppm) = Total Sulfate RESISTIVITY r = Consolidation Tes = Grainsize Analysis (Hydrometer) = Organic Content Total Chloride is CLIENT:- Reiss Engineering, Inc. PROJECT: Remote Well Sites & Raw Water Pipelines, = Lab Resistivity Clearwater RO Plant #2, Clearwater, Florida = See Test Curves FILE: DES 106673 Percent Passing No. 200 Sieve SUMMARY OF LABORATORY TEST RESULTS BORING NO. DEPTH (ft) DESCRIPTION W % Y d (Pc) G, A1TERBERG LIMITS P.P. (tat) U.C. CON. G.S. ORG.. ( %) pH CI. (Finn) SO4 (PPm) RESISTIVITY (ohm-cm) LL PL SL W20B -C 10.0.11.5 Dark brown highly organic SILT (Muck) 54.1 W-20B-C 12.0 -13.5 Dark grayish -brown slightly silty Fine SAND * W -20B -C 20.0.21.5 Light brown slightly silty Fine SAND W -32 8.0 -9.5 Brown Fine SAND with thin seams of light brown silty Fine SAND W -32 10.0 -11.5 Dark brown slightly silty Fine SAND with trace of finely divided organic material 0.9 W -32 15.0 -16.5 Dark reddish -brown slightly silty Fine SAND * W -35 3.0 -5.0 Light otangish -tan Fine SAND W -35 6.0 -7.5 Tan and light brown Fine. SAND W -37 1,5 -33 Brown Fine SAND W -37 6 0 -7.5 Tan Fine SAND with some roots * W -37 12,0 -13.5 Dark brown variably cemented, organic, Slightly : silty Fine SAND 5.4 W -82A 2,8 -6.0 Light tannish -brown Fine SAND W-82A 10.0 -I 1.5 Dark brown Fine SAND W -82A 15.0 -16.5 Greenish -gray sandy CLAY 23.6 47 14 4* 42.7 W-82B 4.5 -6.0 Greco CLAY with seams of grayish -brown Fine SAND •* 68.5 5.4 75.0 156 1,150 W -82B 8.0 -9.5 Green CLAY 37.0 63 17 ** 52.5 W-82B 15.0 -16.5 Green silty CLAY 77.1 142 32 * 86.5 W% Y4(PC Gs LL PL SL P.P. (tat) U.C. = Water Content = Dry Density Specific Gravity Liquid Limit = Plastic Limit ffi Shrinkage Limit - Pocket Penetrometer Unconfined Compression Con. G.S. (+1) ORG. ( %) Cl. (ppm) SO4 (PPm) RESISTIVITY ** • Consolidation Tea - Grainsize Analysis (Hydrometer) = Organic Content = Total Chloride Total Sulfate Lab Resistivity = See Test Curves Percent Passing No. 200 Sieve CLIENT: PROJECT: FILE: Reiss Engineering, Inc. Remote Well Sites & Raw Water Pipelines, Clearwater 11.0 Plant #2, Clearwater, Florida DES 106673 NM ,N - i 11111 r- N r Mr 11111 - - - -- r 11111 - MI NS NS NM I r NB M r— NS MB all NM MN — SUMMARY OF LABORATORY TEST RESULTS BORING Na DEPTH (ft) DESCRIPTION W % Yd (pct) G, ATTERBERG LIMITS P.P. (re) U.C. CON. G.S. ORG. (%) pH CL (PPm) SO4 (PPM) RESISTIVITY (ohm -cm) LL PL SL W -83A 1.8.3,8 Dark brownish -gray Fine SAND * W-83A 10.0-11.5 Light brown Fine SAND • W -831 8.0 -9.5 Tan Fine SAND • W -83C 1.8 -4.0 Dark brown highly organic, slightly silty Fine SAND with pieces of large roots 17.6 W -83C 6.0 -7.5 Brown slightly silty Fine SAND • W-83C 15.0-16.5 Grayish -brown silty Fine SAND W-84 6.0 -7.5 Light brown Fine SAND W-84 15,0-16.5 Grayish -green CLAY and tan Fine SAND 24.8 36 18 •• 36.5 WB-1 3.5 -6.0 Brown Fine SAND with trace of roots • 6.0 22.5 54 27,250 WB -1 6.0-7.5 Dark brown Fine SAND • WB -1 15.0-16.5 Light grayish -tan Fine SAND WB -2 6.0 -7.5 Light grayish -brown Fine SAND with trace of roots " WB -2 8.0 -9.5 Dark brown slightly silty Fine SAND with finely divided organic material 1.6 WB -2 15.0.16.5 Reddish -brown Fine SAND • WB -3 4,0.6,0 Tan Fine SAND • WB -3 10.0-11.5 Dark brown slightly organic Fine SAND • 5.6 22.5 54 12,000 WB -3 12.0 -13.5 Dark brown Fine SAND with finely divided organic material 1.6 WB-3 15.0 -16.5 Brown Fine SAND " WB-4 2.8 -6.0 Light brown Fine SAND * W % Water Content Yd(pcf) = Dry Density Gs = Specific Gravity LL Liquid Limit PL = Plastic Limit SL Shrinkage Limit P.P. (1st:) = Pocket Penetrometer U.C. Unconfined Compression Con. G.S. (+1) Consolidation Tee Grainsize Analysis (Hydrometer) ORG. ( %) Organic Content Cl. (ppm) = Total Chloride SO, (ppm) = Total Sulfate RESISTIVITY s to CLIENT: Reiss Engineering, Inc. PROJECT: Remote Well Sites & Raw Water Pipelines, Lab Resistivity Clearwater RO Plant #2, Clearwater, Florida See Test Curves FILE: DES 106673 = Percent Passing No. 200 Sieve SUMMARY OF LABORATORY TEST RESULTS BORING NO. DEPTH (ft) DESCRIPTION W % Y a (Pty G, ATTERBERG LIMITS P.P. (tsi) U.C. CON. G.S. ORG. ( "la) pH C1. (PPm) SO 4 (Ppm) RESISTIVITY (ohm -cm) LL PL SL WB-4 12,0 -13.5 Danish-brown Fine SAND r W % Water Content Y a (pcf) Dry Density Gs Specific Gravity LL = Liquid Limit PL • Plastic Limit SL = Shrinkage Limit P.P. (tsf) = Pocket Penetrometer U.C. Unconfined Compression Con. as. (+1) Consolidation Tes = Grainsize Analysis (Hydrometer) ORG. ( %) = Organic Content CLIENT: Reiss Engineering, Inc. CI. (ppm) = Total Chloride SO4 (ppm) = Total Sulfate PROJECT: Remote Well Sites & Raw Water Pipelines, RESISTIVITY Lab Resistivity Clearwater RO Plant #2, Clearwater, Florida * = See Test Curves FILE: DES 106673 ** = Percent Passing No. 200 Sieve NS r IN 11111 I -- - - - - I MI RN IS 11111 11111 MI IMO all S all I MN — - - — I MB MB I NB - - — I DRIGGERS ENGINEERING SERVICES, INC. 11 }. S 54404100 ,wn �}Siwe Wiejmnp in inches 7 U. S Standard IO 6 Sieve Plumbers 100 340 Percent Fier by Weight rt. 0 `8 n 0 0 8 8 E 1 7 1 9 I 7 1 —. —' 1M , a. a T • g $ o $ !S e Percent Coarser by W 100 50 10 5 0 5 0 1 0.05 0.01 0.005 0.001 Grain Size in Millimeters GRAVEL SAND SILT or CLAY Coarse Medium I Fine Number Depth Natural Moisture p P. L Classification CLIENT: Reiss Engineering, Inc. PROJECT: Raw Water Transmission Main Expansion Project, Clearwater RO Plant #2, Clearwater, Florida FILE: DES 106673 SPT -18 T5.0` - 16.5' Brown slightly silty Fine SAND DRIGGERS ENGINEERING SERVICES, INC. U. 5 Standard • ••- Sane Operands in inches U. S Standard Sieve 10 l 16 30 numbers 101 'A 100 1.10 hydrometer ■ /I T j I l I ' I s 1 II s Percent Coarser by Weight Percent Finer by We 3 O 88 cti $ IIII I i II, 100 y0 20 S 0 5 0 1 005 001 0005 0.001 Grain Size in Millimeters GRAVEL SAND SILT or CLAY Coarse 1 Medium 1 Fine Number Depth Natural moisture L L p t P. I. Classi %atian CLIENT: Reiss Engineering, Inc. PROJECT: Raw Water Transmission Main Expansion Project, Clearwater RO Plant #2, Clearwater, Florida FILE: DES 106673 HA -4 2.8' - 6.81 Dark brown Fine SAND • — 11111111 - 111111 INN VIII MN — all NO — NMI — — NIS — — M — - - — — M NM NM KM N NS NB NM NM r w M- DRIGGERS ENGINEERING SERVICES, INC. U. S SW ii Wm opt }m}ots in IncMS U. S Shn4Srd Sieve Humber' t 10 30 a so 10 10 I i 7 Ngdnometer .. Percent Finer by Weight a o o S S 8 8 8 1 f- if 1 14 -4.2: , i 8 8 0 S e Percent Coarser by Weight 1 . _ 100 5A 10 s a s a 1 o.os 0.01 0.005 0.001 Grain Size in Millimeters GRAVEL SAND SILT or CLAY Coarse I Medium I Fine Number Depth Natural Moisture L. L. P. L. P.1. Classification CLIENT: Reiss Engineering, Inc. PROJECT: Raw Water Transm son Main Expansion Project, Clearwater RO Plant #2, Clearwater, Florida FILE: DES 106673 HA -6 0.9' -3.3' Tan ine SAND with trace of roots F DRIGGERS ENGINEERING SERVICES, INC. U. 5 St . IAA ndard Sim Openings in Inches 1 U. S ]SStandard Skit Numbers ' 50 1¢ 100 110 Nydronwfsr 1' ? T --44 -- i t ��yy y Percent Finer by Weight yy m yy O O O V O O O' O , 8 iS O O % 4 Percent Coarser by M , 100 50 10 5 05 0 1 0.05 0.01 0,005 0.001 Grain Size in Millimeters GRAVEL SAND SILT or CLAY Coarse l Medium l Fine /Number Depth aural Moisture, L L. P. L. P.1. Classification • el s s n g near n g, n c. PROJECT: Raw Water Transmission Main Expansion Project, Clearwater RO Plant #2, Clearwater, Florida FILE: DES 106673 HA -8 3.0' -6.2' Light tan and gray Fine SAND MI r 11111 - -- r MI - NM Mr NM I NM -- r UN MN NM MS — • IN N NM r ® MI In r MI MI • NM OM SU RN TRIGGERS ENGINEERING SERVICES, INC. U. 5 'Sts2ndarld sms, Sires Opening in Inches U. S Stand& d 5icw i i to Numbers W. SO iq 1' Hydrometer -4-4-7 , .11° 0 to 20 30 eo f t 50 c 60 cio. 90 90 100 100 50 10 5 0 5 0 1 0 O 0 01 0.005 0.001 Grain Size in Millimeters GRAVEL SAND SILT or CLAY Coarse I Medium I Fine Number Depth Natural Moisture L L. P. L P. I. Classification CLIENT: Reiss Engineering, Inc. PROJECT: Raw Water Transmission Main Expansion Project, Clearwater RO Plant #2, Clearwater, Florida FILE: DES 106673 HA-10 3.0' -8.0' Tan Fine SAND DRIGGERS ENGINEERING SERVICES, INC. U. S Standard Sans 00ennrp in incMs U. $ Winded SiM Numbers 3 4 6 10 40 30 40 50 100 140 NrdrOmsisr 300 90 80 70 t so t 50 I 40 tC 30 ]o 0 0 10 20 30 50 60 rl �o �° so 100 I I ll 101101 IN 1� =r® IlL 101® 11 ■ 11111 ® ■ • 11® S 1 1m11 1111 �� 100 50 10 5 0 5 01 005 0.01 0.005 0001 Grain Size in Millimeters GRAVEL SAND SILT or CLAY Coarse I Medium f Fine umber Depth Natural Moisture L L P. L P. I. Classification CLIENT: Reiss Engineering, Inc. PROJECT; Raw Water Transmission Main Expansion Project, Clearwater RO Plant #2, Clearwater, Florida FILE: DES 106673 HA -12 2.5' -5.3' Tan Fine SAND M M - -- I r i r- NM OM M• r MO r MI I • MN • NM r MN r NM — — i• r I•• MI MI DRIGGERS ENGINEERING SERVICES, INC. U. S Standard „y, S i Si, r Opem^ts in Indies U. S Stsnderd Sieve Numbers.... P 1 i } 1 I 10 11 .16 20. 90 f0 So Nydrpn t,, T00 1!0 ?9p P T j 1 1 I T '7 8 8 $ a $ Percent Coarser by Weight \\\\ , cent finer by Weight i u $ a i . 100 50 10 5 0 5 0 1 005 0.01 0.005 0.001 Grain Size in Millimeters GRAVEL SAND SILT or CLAY Coarse J Medium I Fine Number Depth Nature! Moisture L E P p Classification CLIENT: Reiss Engineering, Inc. PROJECT: Raw Water Transmission Main Expansion Project, Clearwater RO Plant #2, Clearwater, Florida FILE: DES 106673 NA -14 4.8' -7.3' Tan Fine SAND DRIGGERS ENGINEERING SERVICES, INC. U. S SUmdard .. 3 Slaw Onninnaf in b,chss U. S Stsndard Sieve Numbers 8 e 1∎ 30 00 70 100 140 Nydromatw e, ■ �i� ■■i■■■il■■I■ riiti��ll ■■�� ill■■ ■■ 1 ■ ■��iil Percent Finer by Weight o 'd' 8 o e $ 0 2 ■ $ 8 $ a is o Percent Coarser by Weight I 1111111111 1111111111111=1 MEM MN MN liii 11 11111 �1 III __ - 1111111 1 ■ ■��1111 111111M:11111111 ■� Itl ■■ i ■ ®�It11 ■ ■■ 111■ NMI MN �� ® 1■ X1111 ■ ■�11 ■ ��111■■ i i___ 1111 ■■�r11 ■■ �1N ■■ l ■ ■tom■ i1NM 1 MIN tom■ niI It11■ ■■ tl ®I■ MINI ■ ®_1111 _ ■■ III IMIII1■ 100 50 10 5 t 0 5 0 1 005 0.01 0.005 0.001 Grain Size in Millimeters GRAVEL SAND SILT or CLAY Coarse I Medium I Fine Number Depth Natural Moisture LL P.L P. I. Classification CLIENT: Reiss Engineering, .Inc. PROJECT: Raw Water Transmission Main Expansion Project, Clearwater PO Plant #2, Clearwater, Florida FILE: DES 106673 HA -16 4.8' -6.7r Brown rune AND with thin seams. of light green CLAY 11111 ■■ ■■ ■■ 11111 r ■■ 1111111 r ■■ ■i■ ■■ ■r■ 1111111 ■■ ■■ 111111 ■■ ■■ NM r MO MO MB MI M • r r• =•••- DRIGGERS ENGINEERING SERVICES, INC. U. 5 Standard I Wee Openmits in Inches U. S Standard Sieve Numbers 1 t I 1 10. " " i0 50 110 NydromeW 100 90 70 ill IF' so 40 cr 30 20 to o 0 fr i I i T'70 ,X00 i. ii $ g 8 $ g o` 8 "d` o C Percent Coarser by Weight I I III I -- - I 111 11 l I I III Ill III I I ihl , I III II 100 50 10 5 0 5 0 1 005 0.01 0.005 0.001 Grain Size in Millimeters GRAVEL SAND SILT or CLAY Coarse I Medium I Fine Number Depth Natural' Moisture L L. P. L P, L Classification CLIENT: Reiss Engineering, Inc. PROJECT: Raw Water Transmission Main Expansion Project, Clearwater RO Plant #2, Clearwater, Florida FILE: DES 106673 HA -25 3.1' -7.2' Light tan Fine SAND DRIGGERS ENGINEERING SERVICES, INC. U. S Slander! •Aft 5 * Opvm}ry inl McMje U. S SUndsrd Sieve Number j 10 t. [6 70 3t0 40 SO A. 100 Ito H mmstW Percent Finer by Weight o 8 o o `b' 8 0 8 8 t 1 1 1 I e , $ Z4 8 o S 8 0 8 8 o e Percent Coarser by Weight i II 111 1111 I 1111L ■I■ ■■■ ■ ■11 -■ mi MU MI ■ ■ ■ III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1111 ■■ ■■ r■ ■■11„ ■■ 1 Milli I Ell ■■11 illiallillrrIll ■■ �■ ■ ® ■■■ ■®■ ■ ■� I 1 a ll n■ Eli ■■ ■■ �■■ 100 5O 10 s 05 01 005 001 0005 o.00I Grain Size in Millimeters GRAVEL SAND SILT or CLAY Coarse [ Medium I Fine Number Depth Natural Moisture 1. L p L P. t Classification CLIENT: Reiss Engineering, Inc. PROJECT: Raw Water Transmission Main Expansion Project, Clearwater RD Plant #2, Clearwater, Florida FILE: DES 106673 NA -55 1,9, - 6.7' Tan slightly silty Ffne SAND ■ - • ■ - NM MI - - ■ - - - - • ■ - MI MI MI NM r• I MI MI - r r MI MI OM • MI MI • DRIGGERS ENGINEERING SERVICES, INC. „„ U. S Stsndvd 2 Sine oponrn s in inc 3 4 5 t0 hes U. S standard sieve Number 20 30 40 50 100 140 Hydnon�Ner y � Percent Finer by Weight o r'' a v 6 $ a 8 8 S 8 8 8 $ S o' 8 2' c e Percent Coarser by Weight El- 100 50 10 5 0 5 0 1 0 05 0 01 0.005 0.001 Grain Size in Millimeters GRAVEL SAND SILT or CLAY Coarse I Medium I Fine Number Depth Natural Moisture L L P p t Classification CLIENT: Reiss Engineering, Inc. PROJECT: Remote Well Sites & Raw Water Pipelines, Clearwater RO Plant #2, Clearwater, Florida FILE: DES 106673 W -1 2.5' - b.0' Tan Fine SAND DRIGGERS ENGINEERING SERVICES, INC. U. S Stenderd tiv, Sires Opemnes in 1ncMs 3 ♦ f U. $ Stende d Sieve Numbs I d zo i0 b so 100 IIIIIg-i1IiI!U-IIIIII ills imii: i'i9i'II____ � � 1111 1III■ ■■1111� ■�11It ■ ■L111E MI 1111ON Percent Finer by Weight cc 0 O $ a t III ■ 111 11U • 111 �� H 11■1__ 1ii'.. _1111.■ ■I 11111 MN 111 1 uiiu: �1■1t ■■ 111 t ■■ I ■ S o $ g Percent Coarser by W 1 ■■ 11111111 1 ■ ■� �111� ■ ■■ ■1111 ■ 111 ■■ 1111 NH •• 111 111 1111■■�_1111i■■ ■_ : 1 1 C1■ ■MI. 1ua___ 1111 ■ ■■ O NE 11111■■■5.1111 ■ ■11■■ 1Ii___Ililili • i� 100 50 0 5 0 1 0 05 0.0 1 0.005 0.001 Grain Size in Millimeters GRAVEL SAND SILT or CLAY Coarse j Medium j Fine umber Depth NMWral Moisture L P L P. L Ciassrfication CLIENT: Reiss Engineering, Inc. PROJECT: Remote Well Sites & Raw Water Pipelines, Clearwater RO Plant #2, Clearwater, Florida FILE: DES 106673 W -1 12.0' -13.5' Dark reddish -brown Fine SAND ■ ■ ■ • all MI ■ ■ ■ • 1111111 ■ • M • • ■ ■ ■ NM MO MI MI r I• MI M a MO NM MN I E MO M I MI DRIGGERS ENGINEERING SERVICES, INC. ( U. S Standard r ,,,, 3 Uwe Oprxnp in 100011 3 0 4 U. S Standerd Slow Numbers 0 : 30 30 40 -50 70 100 140 Hydlanaitn s +111 Percent Finer by Weight O. O O b p O E g o S 2i 0 8 8 o C Percent Coarser by Weight 1 X111 t 1 1111.�.11_ 11111 ■ 1 111i�� 111111 �11� 11�11 iii 1Il111 X11 11.. 11 1�� II •i' II �1�11� 111 1� 11® 11I III _ liii 111 III 111 _ X11 ill 11: _11- 1� 11 ~ 1 1111 �N =�iii Iii ..11. 100 50 10 5 Os 0 1 0.05 ow 0.005 0001 Grain Size in Millimeters GRAVEL SAND SILT or CLAY Coarse ( Medium ) Fine Number Depth Natural Moisture L. L P pt. Classification Reiss Engineering, Inc. PROJECT: Remote Well Sites & Raw Water Pipelines, Clearwater R0 Plant #2, Clearwater, Florida FILE: DES 106673 W -2 3.5' -6.O' Tan slightly silty Fine SAND DRIGGERS ENGINEERING SERVICES, INC. U. S standard sir* Openly in Inches U. s standard Sine Numbers NYdrpneler ' Percent Finer by Weight 2 .0 0 3 8 liii: I® 20 310 a0 50 T tG0 1:0 ll i•, 8 3 0 8 8 Percent Coarser by Weight 111 ■ ■■ 111in■ 1MIIi ■ ■■___ nun �i■ 111111 111111 . mi■■.u111r■ �iI��1111i■ O� 11 ��1111■ � 11 • �nli IIIi■ 111■ ■■___uu 111i■■■1 ■■a Ilr1�■■Ibni■ ■ ■I�Illi■ !11 ■ ■■�IUI!ii!IIIIIIIP � �1111i 11 111■ ■�i 111i■ 111■ ■��11111■ I11IN 111�■■�1111� ■■ 11111111 iiiii 11111■ MI ME MI In I II 111■■■�11111111 ' ■ 11 UM III II I 11111M1 II MI 1■ II i 111■ 1 100 50 10 5 0 5 01 0.05 0 01 0005 0.001 Grain Size m Millimeters GRAVEL SAND SILT or CLAY Coarse 1 Medium ( Fine plumber Depth Natural Moisture L L. 4 P. ` P. L Classification CLIENT: Reiss Engineering, Inc. PROJECT: Remote Well Sites & Raw Water Pipelines, Clearwater RO Plant #2, Clearwater, Florida FILE: DES 106673 W-2 8.0' -9.5' Brown Fine SAND �■ ■� �■ ■■I MI NM ■■ i MI ■■ r N r r MI ■■ E NM N N - -- I r MB NE OM NB - MI ■N DRIGGERS ENGINEERING SERVICES, INC. 0.. S Sts, ••�. dwd Swvr Opnwnes in inches I 1 i U. S Standard Sieve fq Numbers :6 50 100 140 10 Hydrometer ;,.. Percent Finer by Weight O U © O Q O O C 1 i 1 J i 1 ...4.4......7 ® r 8 8 8 o $ a 'o 0 0 o C Percent Coarser by Weight 9 'I I 1 .. .. ..r. lia a- . ,00 50 10 5 0 5 0 1 005 0 01 0.005 0.001 Grain Size in Millimeters GRAVEL SAND SILT or CLAY Coarse I Medium 1 Fine Number Depth Nature! Moisture LL PL P t Classification CLIENT: Reiss Engineering, Inc. PROJECT: Remote Well Sites & Raw Water Pipelines, Clearwater RO Plant #2, Clearwater, Florida FILE: DES 106673 W -11 6.0' -7.5' Brown Fine SAND DRIGGERS ENGINEERING SERVICES, INC. U. S Standard Snva 00.0.n n inches IAIIIITNIENII U Standard Hydrometst St 3avos Ntrobata50 n 100 140 , III I IM - libilliail III $ $ $ c $ 25 8 3' o C Percent Coarser by Weight IIII 1111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I 1 1 III mop= I. 1 . .. ... 111111 ..... III N. Percent Finer by Weight v 0 $ c ... 6 . I ..... mdlIMM1111111111111111111 ._ 11111 ilmmall11111 NM= 0 MN II MIN 1 • .11.11-..11, IIIIII . NOMMIIIIII II MI I I 111111 011 rIIIIIIIlNlrINIIIIIIII I NI I NH I NI I rill MI 11111111i ... . I MI I .7.. .. . MUM PIN IN II Mtn IIIMIIIIIIUII Ill I I I I III • III II 1 1 iir 11111 OM lima I hull 1111111 alliallE11111111111 „ 100 50 10 5 05 01 005 001 0.005 0,001 Grain Size in Millimeters GRAVEL SAND SILT or CLAY Coarse I Medium I Fine Number Depth Natural Moisture L L PA. P.I. Classification CLIENT: Reiss Engineering, Inc. PROJECT: Remote Well Sites & Raw Water Pipelines, Clearwater RO Plant #2, Clearwater, Florida FILE: DES 106673 W-11 12.0' - 13.5' Grayish-brown silty Fine SAND ME I= MIN 11110 • 1111111 MN Ili UM MN IRE MI IIIIIII MI MEI INS NM MIN MI IIIIIIII NMI NM INN ME MIN IIIIIII 11•11 NM MI NMI MI IIIIIIII DRIGGERS ENGINEERING SERVICES, INC. U. S Standard ' Um* Opemnas in Wien U. S Standard Shoe Surname } `"f 45 30 7 7 1l I. Hydrometer 1 i I 1 1 I I �ati r t g g a $ i5 '0 13 d a e Percent Coarser by Weight Percent Finer by Weight o o a a $ o I 1 , 100 50 10 5 0 5 0 1 0.05 001 0 005 0:001. Grain Size in Millimeters GRAVEL SAND SILT or CLAY Coarse L Medium I Fine Number Depth Natural Moisture L. L P L. P. I. Classification CLIENT: Reiss Engineering, Inc. PROJECT: Remote Well Sites & Raw Water Pipelines, Clearwater RD Plant #2, Clearwater, Florida FILE: DES 106673 1440B -A 3:5` -4.5` Brown and light brown slightly silty Fine SAND DRIGGERS ENGINEERING SERVICES, INC. HIM U. S Standard 2 Sm., Openings in Inches U. $ Standard Sarre Numbers ' i 1 ! l'a 1 20 SO 40 SO 7 100 140 Hydrometer * Percent Finer by Weight 888 888i 111111 .3 • I rt ll 1 gt88 88888 88'0 Percent Coarser by Weight I I 1 in 111111 11111 111.1 1111111 Mil II III III nu . ill 1 1 111111110 • I NI al in I I I 1111110 I I 1 1 10111 Imo 1111 min I 1 1 1 NEI m am= k il I 11111 II III . I 11111. 1 NMI 1 III 1 1 11 1 1 1 . i .00 50 10 5 05 0 1 005 001 0 005 o.001 Grain Size in Millimeters GRAVEL SAND SILT or CLAY Coarse I Medium i Fine Number Depth Natural Motsture L. L. P. L P. I. CIassitication CLIENT: Reiss Engineering, Inc. PROJECT: Remote Well Sites & Raw Water Pipelines, Clearwater RO Plant #2, Clearwater, Florida FILE: DES 106673 W-2°B -A 15.0' - 5 16.' Light brown Fine SAND SE • 1•11 21111 Mu ma am no no Es or ow mg us so no am mai DRIGGERS ENGINEERING SERVICES, INC. U.. $ Standvd M i■ii■iYllil $ ys Qpemn� in IndNS U. S 5bndard Siva Numbers U0,010441 4 20 b i0 90 70 100 i10 .,+ "I 11111 ion _6 rM "' ! iii i111■1111411 ■N ■��1111uu■■� 11111■■■ 1111 ■■� ■■■� 1111 ■■ III con n11h Ii11. 1i11 1111■■o 11o■■no 111. 1111■■■ 11i■■n1_1� �� 1■�� 11111 11 1 ■��11 ��► �� I ■■■� 11111 IIII� 1 iiil. 111 111■ 1•■• 11iu� I • IMO 111 ■■ ■rin■■ 11111■ 11I MI 111•■ 111 MI t■ X1111 1111u■■■� 1111 ■■.� ■■�� ■ ■�� ■■�� — 11111 1111■■�_l1� . Ill■ 1111■ 11� ��111� ■� 11 1�� 1 ■� X11 1111 11l1� I11�■ 1111u■• I11� 1111■■ ■�iu�■■� ■� 11111 1111■■■�11� ■■■ ii 111n 1111u•�11u■■�MUIII um_ 11111 1111•■• 11 MINI NM 1111 II11.. in. �� ■ 1111. liil■■ IIII.■■1 1111■ _ _ 1l 111111 _ 1� 11 11111•11111111 ■■ 1111 NM ■� 1111 �11■■ 11111 —_ -- _ _ 11 11111 i111 ■M 11l.■ 1111 0 300 50 10 5 0 5 0 1 0.05 001 0.005 0.001 Grain Size in Mllimeters GRAVEL SAND SILT or CLAY Coarse I Medium I Fine Number Depth Natural Moisture L P. L P. I. Classfication CLIENT: Reiss Engineer1ng, Inc. PROJECT: Remote Well Sites & Raw Water Pipelines, Clearwater RO Plant #2, Clearwater, Florida FILE: DES 106673 W -206 -B 6.0' -7.5' Cfiglt brawn and brown slightly silty Fine SAND DRIGGERS ENGINEERING SERVICES, INC. U. S Standard 2 Sieve 000411M in loch** U. S Standard Sieve Numbers Hydrometer w : 3 4 6 10 - 20 30 40 30 100 140 , Percent Finer by Weight Q{ V Ci O O. VIII 1■II■IIIIIIIIIIII11■ �li�l ■r dIIIIII 111111111111111 111111111111 ■iNI 8 8 o 8 8 'o ii 3 Q C Percent Coarser by Weight i11ii 1111111111111 I■ 11111 �T 1111111k II I ■ I 1 I■ it ■ Ii1iiiiP I1 I I. i■ �; ■ 1 1■ 1 111 ■ 100 50 10 5 0 5 0 1 0.05 0.01 0 005 0.001 Grain Size in Millimeters TRAVEL SAND SILT or CLAY Coarse Medium Fine Number Depth Natural Moisture LL, P.L P. I. Classification CLIENT: Reiss Engineering, Inc. PROJECT: Remote Well Sites & Raw Water Pipelines, Clearwater RO Plant #2, Clearwater, Florida FILE: DES 106673 W:BOB 10.0' - 11.5' uark brown Slightly silty hive SAND with trace of cemented sand fragments MIN 11111111 — — 11111111 _I NMI lila ■ NV Milt MI NM NM IIIIIII ■ NM - M M N N - MI N I MI I O MI I NM MN I MI DRIGGERS ENGINEERING SERVICES, INC. I U. S Standard M z Opan+nit in Inches U. S Sanoard Siew umbers 6 I0 70 30 sQ 50 70 100 140 a.: 11 It��Y� min ■;��11�� 1111��_-�—� 1111I��H 11111 IU• 1111111111 1111 1 �llllI ®� 111 Ill.. 1111 111111 •IE � � 111. —� ii• ��r =. 1111 1 ■� 11l�.. ■�� .ip., i i .. . ..... • ......... . a III. IIII1��Ii� iii. ill 11■■■ ■ ■ ■1■1n1�� III ■■ ■II 11 �r 1 MOM �■M U111 1 1111. 0111 luliii11■�ii■ 1111. E11.11 __ III MI In ■n11u ■_�■ 1111 11111� 111= 1P111 I i 111 X11 ■ IN 100 50 10 5 0 5 0 1 005 0.01 0.005 0.001 Grain Size in Millimeters GRAVEL SAND SILT or CLAY Coarse 1 Medium I Fine Humber Depth Natural Moisture L L P. L P. I. Classification CLIENT: Reiss Engineering, Inc. PROJECT: Remote Well Sites & Raw Water Pipelines, Clearwater RO Plant #2, Clearwater, Florida FILE: DES 106673 W-cDB 12.0' -13.5' Dark grayish -brown slightly silty Fine SAND DRIGGERS ENGINEERING SERVICES, INC. I U..S St.nd •w. d }Si.nr109 ^R in Inchs U. S (StwMerd 1 1 10 Sie`i Numbers 50 M 1 I1 Hydremote f 1 T I I ""®F —} ... x-40 I. r r i 8 g S O O O O O O O C Percent Coarser by Weight cent Finer by Weight 100 50 10 S 0 5 0 1 0.05 0 01 0.005 0.001 Grain Size in Millimeters GRAVEL SAND SILT or CLAY Coarse I Medium I Fine Humber Depth Natural Moisture L L P. L P. I. Classification CLIENT: Reiss Engineering, Inc. PROJECT: Remote Well Sites & Raw Water pipelines, Clearwater RO Plant #2, Clearwater, Florida FILE: DES 106673 W-203 20.01 -21.5' Light brown slightly silty Fine SAND NM NM MI 1111111 MS Nil OM MI 1111111 MI MN MIN IMI1 - NISI MN - 1 r - is - NM I B MN - - - ri DRIGGERS ENGINEERING SERVICES, INC. 100 70 I 50 50 yV co 30 10 0 U. S Mandate Si .sit 00111111 in Inc U. S Standard Slaw Numbers 10 {8 to S'0 30 40 00 100 140 1 1 1 r r Ij 1 1 1 100 10 0.5 Grain Site in Millimeters 01 0.05 001 0.005 10 20 30 10 50 A 60 W 70 so 90 100 0:001 GRAVEL SAND Coarse 1 Medium Fine Number Depth Natural L. R L P. I. Moisture W -32 8.0' - 9.5' SILT or CLAY Classification Brown Fine SAND with thin seams of light brown silty Fine SAND CLIENT: Reiss Engineering, Inc. PROJECT: Remote Well Sites & Raw Water Pipelines, Clearwater RO Plant #2, Clearwater, Florida FILE: DES 106673 DRIGGERS ENGINEERING SERVICES, INC. U. S Standvd „y, # si.wa 0p.n,nsi in inches U. S Stand. d seers Numtwn pydnameta I 1 } 1 1 1 6 .0 1} t4 i0 10 40. 517 70 itl0 'r 7 7 r I 1 r -- -+--i_ i T . r i 1 p 6 O O 8 ¢ Q P Percent Coarser by Weight cent Finer by Weight 0 L ? 104 50 10 5 0 5 01 005 0:01 0005 0.001 Grain Size in Millimeters GRAVEL SAND SILT or CLAY Coarse I Medium I Fine Number Depth Natural Moisture L L. P. L P.I. Classification CLIENT: Reiss Engineering, Inc. PROJECT: Remote Well Sites & Raw Water Pipelines, Clearwater RO Plant #2, Clearwater, Florida FILE: DES 106673 W -32 15.0' -16.5' Dark r0 alsn -grown slightly silty Fine SAND 111111 MB MI 11111 NI 111111 1111111 11111 MI MI MI 111111 NO 111111 111111 UN MK 1 NM MI OS r- - MI N M. - IN - - I NM r DRIGGERS ENGINEERING SERVICES, INC. U. S Standard ,•� r 3+aaiOpe0100 in lathe U. 5 Standard Sieve Numbers i 1 i is 10 30 10 sa t0 100 110 Hrdeometar 2 .. Percent Finer by Weight o a' $ o $ a 8 1 / 1 ....4.4...„X) • s g B $ o S o Percent Coarser by Weight • 100 50 10 5 0 5 0 1 0 05 0 01 0.005 0.001 Grain Size in Millimeters GRAVEL SAND SILT or CLAY Coarse I Medium I Fine /lumber Depth Moisture L. P' L P. I. Classification CLIENT: Reiss Engineering, Inc. PROJECT: Remote Well Sites & Raw Water Pipelines, Clearwater RO Plant #2, Clearwater, Florida FILE: DES 106673 W -35 3.0' -5.0' Light orangish -tan Fine SAND DRIGGERS ENGINEERING SERVICES, INC. U. S .Standard Siva ODne I6s in inches U. S Standard Sieve /tomboys 3 6 10 t 6 20 30 40 50 ttyd mater ISO 140 w I :ant Finer by Weight g 8 8 1 i 1 t t ■ il < .8. 8 <3 8 N S Percent Coarser by Weight I11111■111111 11111111 iiiiIIii'IOUiiiiiii____ IIuIuI MEM 1 11111 � IIIIIII r. �r1 I■ 111 HP � � 11111 11111 �1 11 ��r 1 IIII1 ■■_ 111 111111' 111I1■■ mil 11111 Iuhii::IuNiiIIIr"i- ism= 11111111111111111 I NM ___ 1111 11111 ��_�_ 1 "IIIiI!1 IIIIr IIf11 � ■�11f11 In�r 11111 ■ 100 50 10 5 0 5 0 1 0.05 0.01 0 "005 0.001 Grain Size in Millimeters GRAVEL SAND SILT or CLAY Coarse I Medium ( Fine Number Depth Natural Moisture L L. P. L P. A. ~lassification CLIENT: Reiss Engineering, Inc. PROJECT: Remote Well Sites & Raw Water Pipelines, Clearwater RO Plant #2, Clearwater, Florida FILE: DES 106673 W -35 6.0' - 7.5' Tan and light brown Fine SAND g NS VIM 11111 11111 11111 11111 Int all MN lilt IN* 1111 MO MIN NM NO NM MI Int 1111 11111 11111 111111 1 M- NM A N MI NS NM 11111 N 1 MI UM DRIGGERS ENGINEERING SERVICES, INC. I . U. S Standard M Sty 0penm<s in Inches U. $ .Standard Siwt Numbers t+sdremster r. 3 4 4 10 .. 20 30 40 50 70 100 t40 a,' Percent Finer by Weight 0 irii1 �r1■I r�■ 8 g S o $ 15 5 Percent Coarser by Weight UI rr1 mu I I II r r rr■ ■ ■■ ■■�■r■■■ r■■■■ rr1 rr�i • 1ii'i ■ INII MH ■ r■ II ■ rrr1rr■■ ■■■ ■iii 100 50 10 5 0 5 0 1 0.05 0.01 0.005 0.001 Grain Size in Millimeters GRAVEL SAND SILT or CLAY Coarse I Medium I Fine Number Depth Natural Moisture L L. P. L P. I. Classification CLIENT: Reiss Engineering, Inc. PROJECT: Remote Well Sites & Raw Water Pipelines, Clearwater RO Plant #2, Clearwater, Florida FILE: DES 106673 W -37 1.5' -3.8' Brown Fine SAND [TRIGGERS ENGINEERING SERVICES, INC. U. s standvd 1 m sshot 0pen.nrs in hncMs 3 0 10 U. S Standard Uwe Nwnbas 20 30 40 50 70 100 140 ,,_ Hydronwter Mil 11111111111111111•11111111 •1111 I 11111i ' 1 � II JI_ �iii 1111 1 I�11 III It �1 IMF. .... Lif �� E.! l.l.r ...... 1..E I • it 100 50 i o 5 0 5 0 i 0,05 0.01 0.005 0001 Grain Size in Millimeters GRAVEL SAND SILT or CLAY Coarse I Medium I Fine Number Depth Natural Masture L.L. P.L P. I. Classification CLIENT: Reiss Engineering, Inc. W -37 6.0' -7.5' Tan Fine SAND with some roots PROJECT: Remote Well Sites & Raw Water Pipelines, Clearwater RO Plant #2, Clearwater, Florida FILE: DES 106673 r MIK 111111 1111.11 NM Mt 1111111 111111 MI M 1111110 1111111 11011 MS 111111 UM V - -- M -- N- I MN 1 - -- 1 a NM r ORIGGERS ENGINEERING SERVICES, INC. u. S Standard Sine Opanmts in Inches } i i 1a U. S Standard Sieve if 116 30 Numbers eq w 1' Hydrometer 100 90 BO 70 ro� 50 a le t0 it 10 0 Y i T 1 t '7 11w 8 8 S 8 8 8 S 8 8 s c Percent Coarser by Weight I -,. k • 12 II ! • ■� _ 100 50 10 5 0 5 0 1 0 05 0.01 0005 0.001 Grain Size in Millimeters GRAVEL SAND SILT or CLAY Coarse I Medium I Fine Number Depth i Moisturisture L L. P. L P. I. Classification CLIENT: Reiss Engineering, Inc. PROJECT: Remote Well Site & Raw Water Pipelines, Clearwater RA Plant #2, Clearwater, Florida FILE: DES 106673 W -82A, 2.8' -6.0' Light tannish -brown Fine SAND DRIGGERS ENGINEERING SERVICES, INC. U. 5 Standard p Scare Openings in Inches U. S Standard Sieve Numbers Hydrometer ♦ 6 t0 20 30 ea SO 100 'Ili immi ■■ mmumi� ■� Ifiiiiik iii�iiii�I11Y1 ■ 1111 ■l■ g ES • 2 s Percent Coarser by Weight I��I1111■1� II o 1111_Ill 111 _ II111 ■■�III11a 111111 1111.■.. 11�IH ®H ibiIiIilluiII��1111�■ ��11111 ■i��1111� ■ ■ ■� 1'■ �1111�� ■ ■u cent Finer by We � E 11 1 ■� ■t II MIN r1111� ■ ■�� 11ii.. 11 ■ ■■� III III 11■i vii 11 111 1111i■■H 11111 ■■HI 1111I■ 1111i1`■.a 1111�■��1111�■i�� liii III 111111 1 . Fl11___1 iii 1111111 \diLhi ill �� 100 50 10 5 0 5 0 I 0.05 0.01 0:005 0001 Grain Size in Millimeters GRAVEL SAND SILT or CLAY Coarse I Medium I Fine Number Oe,1h Natural Moisture L L p p I. Classification CLIENT: Reiss Engineering, Inc. PROJECT: Remote Well Sites & Raw Water Pipelines, Clearwater RO Plant #2, Clearwater, Florida FILE: DES 106673 W-82A 10.0' - 11.5' Dark brown Fine SAND M =II N 1111111 111111 INN MI I Slit NIB 11M1 111111 ON 11111 111111 all1 11111 111111 MK 111111 MN 111111 11111 ON en 11111 NM AM ()RIGGERS ENGINEERING SERVICES, INC. U. S Standard Una Openings in inches t1 I i. U. S Standard 0 I 6 Sicw Numbers 36 10 50 I t Hydremoton Percent Finer by Weight I `��°F-- 1 .... e,�,� t !_ __ I F 1 I I g g $ 0 8 8 0 8 2' S < Percent Coarser by Weight II 111, 1 I II El...fr.,. . A_ - 100 50 10 5 0, 5 0 1 0.05 0.01 0.005 0.001 Grain Size in Millimeters GRAVEL SAND SILT or CLAY Coarse [ Medium ( Fine Number Depth Natural Moisture LL P L P.I. Classification CLIENT: Reiss Engineering, Inc. PROJECT: Remote Well Sites & Raw Water Pipelines, Clearwater RO Plant #a, Clearwater, Florida FILE: DES 106673 W -83A 1.81 .. 3,81 Dark brownish -gray Fine SAND DRIGGERS ENGINEERING SERVICES, INC. U StanOra Swvr 0114007r in Wen.' S Standard Simi Numbers I M 1111 r "i�M i11 1U. ■ �y1y 1 11y41. ■ g O O O 0 35 "d G Percent Coarser by Weight 1111 1111 1111 1111 M1!111/. ■■�11C:11■■ IMi®ili11Y1 ■_111111__11111■ 1111 ■� ■� ■� ■� 1111 11111 ■ ■ ® ■■ MI 1111_ ■_IIIIIN 111111 11111 11111 1111 Percent Finer by Weight 3 0 o 0 o 1111 111 11111 ■r- 11111■ X11111■■_ 1111 111 1111 1111 III 1 ■■_11111EH 1111 1111■t■ 1111 ■��11111 111 11111■ 1111■ �111u1■■� ■� 1 1 III ■��11111 ■■1 ■� pill' 11111 11 � 111 1111.. 111 - 1111111 111 111 ■■11111■■ X11111■ X11111■ 11 ■■ ■� ■� � 111 1111 11111■ R1 111111 1111 111/® ■11111 ■ ■t 11111 1 1 111' 111 / I 11111■■r 1 111 111 111 1111 111 _11111■ ■•1 1111 MI11111/ ■■ 111 1111 1111■■ ■_111�1 1 iI I 11111 11 ��1 11 111 1111■ ■ 1111 �1111/ ��11111 ■� 111 1111 ■ ■� N ■ III 1111w■®111 ■ ��11111 100 50 10 5 05 01 005 0.01 0.005 0.001 Grain Sue in Millimeters GRAVEL SAND SILT or CLAY Coarse 1 Medium I Fine Number Depth Natural Molgum L L. P. L P. I. Classification CLIENT: Reiss Engineering, Inc. PROJECT: Remote Well Sites & Raw Water Pipelines, Clearwater RO Plant #2, Clearwater, Florida FILE: DES 106673 W -83A 10.0' -11.5' Light brown Fine SAND 11111 11111 11111 11111 1111 11111 SR MI6 NIB INN 1111111 11111 INN MI MI NI NM I 11111 NM N MB MI en N 1111111 111111 MB I NS MI I — DRIGGERS ENGINEERING SERVICES, INC. U. S d Uwe 0pru ys in InOMs U. S Standard Sieve Numbers MNdreNeater Percent Finer by Weight Z.) 0 0 8 11111 1 NM 8 Percent Coarser by Weight 11111 IIIII ® 111111 _ III 11111 11111 ii 11111 iii'I___________ 1 X11 11 IL III l , 11111111111 =III 11111 11 11 11111 Ile I ■ 1 ■ 11111 INII 11.E . ii : NI 1111 11 11� 11 1111 , 1111. 100 50 10 5 0 5 0 1 0.05 0 01 0.005 0001 Grain Size in Millimeters GRAVEL SAND SILT or CLAY Coarse I Medium I Fine Number Depth Natural Moisture L L RL P.1. Classification CLIENT: Reiss Engineering, Inc. PROJECT: Remote Well Sites & Raw Water Pipelines, Clearwater RO Plant #2, Clearwater, Florida FILE: DES 106673 W -838 8.0' -9,5' Tan Fine SAND DRIGGERS ENGINEERING SERVICES, INC. f . U. $ Siandird. M $lure Owings in Inchet U. S Stand. d Siene 3 • 6 IC 50 14trars i0 50 100 140 e. I Percent Finer by Weight o 8 8 o $ $ o s I�l Ili i�.i 1.1111M ""lnlii111illii111111111 111111 8 g o a Percent Coarser by Weight 'a 01 1 III 111 111 111.�_111 11 11� Iii 111 1111 �-- ®.,■ 1111 __��1_-- �111.�•►�11 i 1 1 81 ®11b 111RN �1 - - It � Ili 1 M 1� ®�� -- �Ii1 1111 UM 111 111' - M1111I 100 50 10 5 0 5 0 1 0.05 0.01 0 005 0001 Grain Size in Millimeters GRAVEL SAND SILT or CLAY Coarse I Medium I Fine Number Depth Natural Moisture L L P L P. I. Classification CLIENT: Reiss tnglneerrng, inc. W -83C 6.0' -7.6' Brown slightly silty Fine SAND PROJECT: Remote Well Sites & Raw Water Pipelines, Clearwater RO Plant #2, Clearwater, Florida FILE: DES 106673 at — In NO — —I — 11111 — — — — — — MS — — — INN MI MI - N r I r- MI NM I MI r MR WM N N MI i DRIGGERS ENGINEERING SERVICES, INC. U. S Standard 3 2 Siwr 0aemnes in Inches U. S StaaOsrd Steve Numbers 3 4 6 10 1♦ 6 20 30 40 50 70 100 t40 Percent Finer by Weight od r r i 1 t r t t r a r rl r 8 g $ 25 75 8 s c Percent Coarser by Weight Ilipillil ii: II III 1 1 �� In_ II ! II 1 1 0 II 11 II 1 I 11 1 I I � iiii III 1� I1 100 50 10 5 05 01 0.05 0.01 0.005 0.001 Grain Size in Millimeters GRAVEL SAND SILT or CLAY Coarse Medium I Fine Number Depth Natural Moisture L L p L P. l. Classification CLIENT: Reiss Engineering, Inc. PROJECT: Remote Well Sites 8 Raw Water Pipelines, Clearwater RO Plant #2, Clearwater, Florida FILE: DES 106673 W -83C 15.0' - 16.5' Grayish -brown silty Fine SAND DRIGGERS ENGINEERING SERVICES, INC. tr. 5 Standard Sarre Opmnds in Inclws U. S Stands d Sieve Numbers MyOmmiier '°° 8° i E i :1__11111 30 2 11111 11111 ■■ i III 1111 1111iii X111111 �■11■ g $ o $ !S 00 5 2' 'o Percent Coarser by Weight �1i 11111��Ir111 11111■■ 111111111111111111111 1�11111■11■ liii 1111111 1111•.. 111 11 ■ iii11 11 11111 �■ 111■ E■11■ 111 18� 11■ 111■ �i1111II::'IiUii 11111■ ■�I 1■ 1 1111 1� 11111 1111111 1111 '■" _ rl 111111■■ �11■1 1111 111 100 50 10 5 05 01 0 05 0.01 0:005 0.001 Grain Size in Millimeters GRAVEL SAND SILT or CLAY Coarse J Medium [ Fine Number Depfh Natural Moisture L. L p L. P. I. Classification CLIENT: Reiss Engineering, Inc. PROJECT: Remote Well Sites & Raw Water pipelines, Clearwater RO Plant #2, Clearwater, Florida FILE: DES 106673 W-84 -84 fi.0' -7.5' Light brown Fine SAND - - - - - IN - - - - - - - 11111 - - - 11111 111111 R r r• MN M- r -- MI 1 r M - - - I MI ORIGGERS ENGINEERING SERVICES, INC. "" U S Standard Seem Openings in Inches It! t i a U S SUrWard sin Numbers t` to 90 44 sn 710 io .19 20 NydnNhr Percent Finer by Weight 8 8 a 0 S g F L_ r g $ o $ 8 0 15 o Percent Coarser by Weight 100 5p 10 5 05 01 0.05 001 0.005 0.001 Grain Size in Millimeters GRAVEL SAND SILT or CLAY Coarse I Medium I Fine Number Depth Natural Moisture L L P. L P. I. Classification CLIENT: Reiss Engineering, Inc. PROJECT: Remote Well Sites & Raw Water Pipelines, Clearwater RO Plant #2, Clearwater, Florida FILE: DES 106673 WB -1 3.5' -6.0' Brown Fine SAND with trace of roots DRIGGERS ENGINEERING SERVICES, INC. f U. S Standard M Sieve Op.m^!s in Inches U. S Sunda d Sic* Numbers Hydrometer 3 30 40 50 100 140 �'' iiiiiiiiiiiiiiiiUiiiii 141111.111�■1� $ g $ a g 15' o 8 'o C Percent Coarser by Weight Ill�r Percent Finer by Weight "c� fi v o 8 �1�11;�� 1 In O 111 �:C111 iii' 1111111 111 111 t ■■t �1111i ■ ■� IN M 1 ■■IM 11 ■I■ ■ 1 111 111 ■I■ ■1= 1■IITi�l11111■■11�■ 11�11�1� i1111i ■ii IJill 1 I�i! 11111111 ii � �I t ■■ � ■1 05 01 005 0.01 0.005 0001 Grain Size in Millimeters GRAVEL SAND SILT or CLAY Coarse I Medium I Fine Number Depitt Natural Moisture LL. P. L P, I. Classification CLIENT: Reiss Engineering, Inc. PROJECT: Remote Well Sites & Raw Water Pipelines, Clearwater RO Plant #2, Clearwater, Florida FILE: DES 106673 WB-1 6.0' • 7.5' Dark brown Fine SAND - - - I MI r N - - - - - - - r s - MI r ■r - r M i■ ■r ■■R - N I r ■- UM ■■ DRIGGERS ENGINEERING SERVICES, INC. . U. S Standard Saw Openings in Inches t 3 4 a U $ Standard Sieve Plumbers Mydrolnetsr PO 30 40 SO I OA 140 s�� yW� Percent -Finer by Weight O O O 6 O O O O S7 II I 1 '"" IC■■i i1i■IIII I �■I I ■■ S g 8 0 $ 7S S 15 8 o C Percent Coarser by weight I1I 1 m I I II 11 ■liii I■■Ii■ IIlIk III■ I■■. IIIIIIIIIIIIIIIIIIIIII ■15 ■ t 1111 11® 11■ lUll ■ liii OIItI r■I■■ 1 Ill 1 1 III 111 1111 liii II. 1® 11® lull I�■R 111i ■11 ■I5■ 1■■��111� ■II ■ ■r 11i 1 ■■� II. I II 1� l_• 1I1� iii ■I■ I1■ I■ ■IIIi 100 50 10 5 0 5 0 1 0.05 0:01 0.005 0,001 Grain Size in Millimeters GRAVEL SAND SILT or CLAY Coarse 1 Medium ( Fine Number Depth Natural Moisture LL. P.L P. I. Classification CLIENT: Reiss Engineering, Inc. PROJECT: Remote Well Sites & Raw Water Pipelines, Clearwater RO Plant #2, Clearwater, Florida FTLE: DES 106673 WB -1 15.0' - 16.5' Light grayish-tan Fine SAND DRIGGERS ENGINEERING SERVICES, INC. I u. S Standard try, Sawa °pr angs In Inches U. S Standard Sires Numbers Hydromtfa 3 6 6 10 f0 30 f0 i0 IOC 140 i_�. IinIl 1 i■ Milli _ 1 l � liiiii_IIhl I I mum S g 8 0 8 Percent Coarser by Weight 1111■ 1111M =1i111i II 1 I . 1111 1111111 1111 i1■ 11111 1111■ 111 1111 11■l■ 11■l■�� sr by Weight 5 8 o i 1 l. 1111 111t 111 '1��1111iNM ■ uuuui •■_II... 1■1l■ 1■1i■ 1111■ 11 ■ 1 _ u� �11■� �11■�■ ■�I II■ 11111 i■1 ■ iii � i11� run 1■ ii■��111Nii ■�h uh i1■u■■� ■�■■■ _ . . I■ 1 1�. 1111111 llll ul 11a i•■ �1u■ _ 1111 1ni •• 1 11■ 1111■ IIIi�a 111 i1�1 1111 i■1u1 1111 III 11111 II... 1111•1111111111111ini®■tn1l�■� Il■�■ 111111 11111 ■�11��■ =11111 � 1111�r �� ■�iiiiii��° �i1■1 ■l . 1111■ ■111 II1 ■ nil /t. 1111 111 ■ 11■, 100 50 10 5 05 01 005 0.0 0.005 0.001 Grain Size in Millimeters GRAVEL SAND SILT or CLAY Coarse I Medium I Fine Number Depth Natural Moisture LL P L P.I Classification CLIENT: Reiss Engineering, Inc. PROJECT: Remote Well Sites & Raw Water Pipelines, Clearwater RO Plant #2, Clearwater, Florida FILE: DES 106673 WB -2 6.0' -7.5' Light grayish -brown Fine SAND with trace of roots MI Nil 11111 NI INS NM MI IN INN IMO UM NMI ON INN NMI MN MI • MINI IS M MP M r- r -- NO NM MID MI - • 1 N ■■ TRIGGERS ENGINEERING SERVICES, INC. U. S Standrd µ S °minors in Inches U. $ Standard Sieve Numbers NlydraMfar 1 3 3 6 Id 20 30 40 50 s 104 PA i∎i 1111111 8 g 8 8 c' 2_ a C Percent Coarser by Weight IIIII iiiOiH!iHiiii__iii 1111 �m1111 111H 11 ■■■■11■ � ■ ■■ ■11� Percent Finer by Weight $ a o S 11111 1111. 111 11 11 ■► 11 ■ 11 ■ 11 ■ ■ III 11■ ■_to �■1�: ■ ■ ■� ■■� 11 ■�� ■11■ ■11■ ■■ ■ 111 = 11�� 11��1111� 1111 III ■�1 111111� 1111 ■■ ■ 1115 1111 11 1111 11 ■11 ■ ■� 1 ■ I II II �I 1111 11111 1 1 ■'5ilia 1 i �■ ■ 1t' ■� 11i 1111 11�m 11 1111. 1111 ■ ■ • ■■ ■ ■� ■N ■11 .1111 100 50 10 5 05 01 0.05 001 0005 0.001 Grain Size in Mihimeters GRAVEL SAND SILT or CLAY Coarse 1 Medium 1 Fine /dumber Depih Natural Moisture P. L P. 1. Classification CLIENT: Reiss Engineering, Inc. CLIENT: PROJECT: Remote Well Sites & Raw Water Pipelines, Clearwater RO Plant #2, Clearwater, Florida FILE: DES 106673 WB -2 r 15.0' -16.5' Reddish -brown Fine SAND °RIGGERS ENGINEERING SERVICES, INC. U. S Standard Si me in Inches U. S .Standard Sieve Nwnbn Hydrometer ,� t 0 20 11 1111�iii� i II 11iiii■1111�� ■1 ®MN= 0 8 8 0 Percent Coarser by Weight Nomeliou I111111 iii er by Weight 8 8 VIII 11 11i■ Iii ■`1 111 ■1■ ii 1 1 ■ In i� ■ ■ 1i� 1i 11 111 ■1 ■1■ ■�■ 11 ■ I1� imi _ 1111 1� 1�1 11� ■ ■�I 1 ■11 ® ■r 1 1iii ■� 11� ■ ■ ■1 11 111 ■��11� ■ ■ ■1 1�1� �� I ��'i III■■■1lulu ®i 1111■ =M U I 1111 ■■�■ I 0 ■■■■ 111111 i ■ii 1 111 ■� M ■ � ■I 100 so to s o s o l 0.05 0.01 o.00s 0401 Grain Size in Millimeters GRAVEL SAND SILT or CLAY _ Coarse [ Medium I Fine Number pep�h Natural Moisture L P P. I. Classification CLIENT: Reiss Engineering, Inc. PROJECT: Remote Well Sites & Raw Water Pipelines, Clearwater RO Plant #2, Clearwater, Florida FILE: DES 106673 W6 -3 4.0' -6.0' Tan Fine SAND - ■IR r ■ - 1E11 r■ ■ I - 1111 - - r 11111 - ■M r■ w ■■ r- MI MI - r N i NB MEI NS NM UM NM G - -- MI DRIGGERS ENGINEERING SERVICES, INC. U. S Standard 2 Sieve Openings in Inches U. S Stenderd Sieve Numbers I 3. i $ 10 20 30 40 50 100 140 Wyd s'. Patent finer by Weight 0 0 g 8 IS _ 8 g $ c 8 25 0 8 8 o a Percent Coarser by Weight • U el 100 50 10 5 0 5 O 1 0 05 0.01 0.005 0.001 Grain Size in Millimeters GRAVEL SAND SILT or CLAY Coarse I Medium Fine Number Depth Natural Moisture L L P L P.I. Classification CLIENT: Reiss Engineering, Inc. PROJECT: Remote Well Sites & Raw Water Pipelines, Clearwater RO Plant #2, Clearwater, Florida FILE: DES 106673 WB -3 10 0' - 11:5' nark brown slightly organic Fine SAND DRIGGERS ENGINEERING SERVICES, INC. U. S �ndard .,,� Si v+ tlp�n.np in Inci,a U. 3 Standard sieve rlumbn 7#70370in4e7 a. A 8 l0 30 30 40 SO 70 100 340 ,,�,� 11111i■i■1■■■1i mu N 1•1 hIim� MENEM ■111 ■■miiimYII■ ■•a_I ■s■�■ g g 0 g+ % a 8 a a a Percent Coarser by Weight 1 ■11 1 ■1111111111111111111 ■■ 11111® `111 ■�— I111 1 M 11111 11111■■■_1 1M ■ er by Weight $ o F 1 1■■ 011 1101 ®■� 11111■■ ■�1_1■ 1 ■11 1 ■11■■ 1 ■11 ■■ ■■ 1111■ 11 111■ ■� _ o.iul._____ �1 ■ 1■ ®11 1 1111■ 11 11111 ■ ■1 ■1■ 11I11iw 1111■■■ 1■1■ 1 ■11■■ 1111 11111■■I4 1111■■ ■�I ■1■ 1111 111■ 1111■ 1111 1■■11 11111■■■�1■im I■11■■ ■11■■ 1E 11 1111 1111 ■■ 1 ■1■ 1111 11111■■111m11111 ■■■�1 ■1■ 10111 111111111111N 11111 "'1"�'M1i■■:_■11=®i ■■■ -1au■ 1 01111 i■1111 1 ■11 ■■ ■■ 111111 1i111■■a1 11111■■ ■ ®_1 ■1■ ■a 111x■■: has 1111 ■ HI ■ 11111■ ■ 111■ 1 ■1■ 1 ■11■ ■_11111■ �■ ■ ■� N ■■ 1l1 1 ■11■■ 11111■ 1111 . . I ■1 100 sts 10 s 0 s 01 0 05 0 01 doss 0.001 Grain Size in Millimeters GRAVEL SAND SILT or CLAY Coarse 1 Medium E,_ Fine Humber Depth Natural Moisture Li P.! P. I. Classification CLIENT: Reiss Engineering, Inc. PROJECT: Remote Well Sites & Raw Water Pipelines, Clearwater RO Plant #2, Clearwater, Florida FILE: DES 106673 WB -3 16.0' - 16.5' Brown Fine SAND ■n 11111 11111 r ■ l — s 111111 •r 1111111 — ■ M 11111111 r NI NS 11111 w r MI MI NM all MN E -- r NM MI • MI MI -- i DRIGGERS ENGINEERING SERVICES, INC. U. S Standard •••• 8 Openmes In IncMs U S Standard Sites 1C t} \4 20 I f 1 Numbers b SO Ib0 Hr3ranrNer Percent Finer by Weight 0 0 8 o u $ $ $ g. 1 1 7 1 i =7,7 8 4 O O O O O o d O 6 Percent Coarser by Weight r I00 so 10 5 0.5 0 1 0 05 0.01 0.005 0.001 Grain Size in Millimeters GRAVEL SAND SILT or CLAY I Coarse I Medium I Fine Number Depth Natural Moisture L L P t_ P I Classification CLIENT: Reiss Engineering, Inc. PROJECT: Remote Well Sites & Raw Water Pipelines, Clearwater RO Plant #2, Clearwater, Florida FILE: DES 106673 W8-4 2.8' _6,Or Light brown Fine SAND DRIGGERS ENGINEERING SERVICES, INC. r I U. S Standard , M Shan Openmas in inches 3 8 6 ! U. S Stands d Siva Numbers „ydr ��. cent Finer by Weight o 0 8 8 i■ g 8 o Pi l> 'o 8 8 a C Percent Coarser by Weight ■ X• ■ 11111 111111 111111 �� 1111111 _ 01 III 1■i■■ ■ ■r 11111 ® ■■ IIII ..1 ■1 ®■ 1111■ ■11 ■1 ■■ III 1I1ii ■ ■ 1 1 ■ 11 ■i ■■� ■■ 11 1 UI: 1�11 ■NEN 11 ■1 ■■ � 11 ■1 ® ■� N1M1 1111 IIIi■ ■ 11•11 IIIIi■ 11111■OI Illn■■�1111111 1111 111111 11 1■ 11111■ 11111 ■ ■ ■IIIi■ _ II f1 ■� ■■ 11111■■■ �11 �"liii Ulilli 11 ■1 m 1111 11111 ■ ■ ■=■ f1111■ ■■ 111 1 �1111i mu • 111■■ '~ -•.-. 100 50 10 5 0 5 0 1 0.05 0.01 0:005 0.001 Grain Size in Millimeters GRAVEL SAND SILT or CLAY Coarse I Medium l Fine Number Depth Nature! Moisture L L. P. L P.1. Classification CLIENT: Reiss Engineering, Inc. PROJECT: Remote Well Sites & Raw Water Pipelines, Clearwater RO Plant #2, Clearwater, Florida FILE: DES 106673 W8 -4 12.0` - 13.5' Orangish -brown Fine SAND 11111 - NB -- IN - r w- r ME I M N OM MN E MISSION HILLS CONCEPTUAL PIPELINE ROUTE Appendix.doc 9/27/2010 THIS PAGE LEFT INTENTIONALLY BLANK Mission Hills Conceptual Pipeline Route (pipeline lengths included in the Section V bid tabulation) 8" PVC HDD in 10' Water Easement through Mission Hills K.:-..-.:' k nom c,-.' o A et) 1 - 0 — � a • �` ` -��, t4hiood- .St"_: �> End of Proposed Contract #3 (see Pipeline for Sheet C89) 40 REISS ENGINEERING THIS PAGE LEFT INTENTIONALLY BLANK SECTION V CONTRACT DOCUMENTS Table of Contents: CONTRACT BOND 1 CONTRACT 3 CONTRACTOR'S AFFIDAVIT FOR FINAL PAYMENT 6 PROPOSAL BOND 7 AFFIDAVIT 8 NON - COLLUSION AFFIDAVIT 9 PROPOSAL 10 CITY OF CLEARWATER ADDENDUM SHEET 13 BIDDER'S PROPOSAL 14 SectionV.doc Page i 7/26/2012 BOND NUMBER: FLC82229 CONTRACT BOND STATE OF FLORIDA COUNTY OF Brevard KNOW ALL MEN BY THESE PRESENTS: That we Young's Communications Co. , Incas Contractor and Merchants Bonding Company (Surety) whose home address is 2100 Fleur Drive, Des Moines, Iowa HEREINAFTER CALLED THE "Surety", are held and firmly bound into the City of Clearwater, Florida (hereinafter called the "Owner ") in the penal sum of: Six Million Nine Hundred Twenty Thousand Eighty Three Dollars and 83/100 Dollars ($ 6,920,083.83 ) for the payment of which we bind ourselves, our heirs, executors, administrators, successors, and assigns for the faithful performance of a certain written contract, dated the day of , 20, entered into between the Contractor and the City of Clearwater for: WATER TREATMENT PLANT No. 2 — CONTRACT 3: RAW WATER TRANSMISSION MAIN EXPANSION PROJECT - 10-0039-UT-(C) a copy of which said contract is incorporated herein by reference and is made a part hereof as if fully copied herein. NOW THEREFORE, THE CONDITIONS OF THIS OBLIGATION ARE SUCH, that if the Contractor shall in all respects comply with the terms and conditions of said contract, including the one -year guarantee of material and labor, and his obligations thereunder, including the contract documents (which include the Advertisement for Bids, Form of Proposal, Form of Contract, Form of Surety Bond, Instructions to Bidders, General Conditions and Technical Specifications) and the Plans and Specifications therein referred to and made a part thereof, and such alterations as may be made in said Plans and Specifications as therein provided for, and shall indemnify and save harmless the said Owner against and from all costs, expenses, damages, injury or conduct, want of care or skill, negligence or default, including patent infringements on the part of the said Contractor agents or employees, in the execution or performance of said contract, including errors in the plans furnished by the Contractor, and further, if such "Contractor" or "Contractors" shall promptly make payments to all persons supplying him, them or it, labor, material, and supplies used directly or indirectly by said Contractor, Contractors, Sub - Contractor, or Sub - Contractors, in the prosecution of the work provided for in said Contract, this obligation shall be void, otherwise, the Contractor and Surety jointly and severally agree to pay to the Owner any difference between the sum to which the said Contractor would be entitled on the completion of the Contract, and that which the Owner may be obliged to pay for the completion of said work by contract or otherwise, & any damages, direct or indirect, or consequential, which said Owner may sustain on account of such work, or on account of the failure of the said Contractor to properly and in all things, keep and execute all the provisions of said contract. SectionV.doc Page 1 of 17 7/26/2012 CONTRACT BOND (2) And the said Contractor and Surety hereby further bind themselves, their successors, executors, administrators, and assigns, jointly and severally, that they will amply and fully protect the said Owner against, and will pay any and all amounts, damages, costs and judgments which may be recovered against or which the Owner may be called upon to pay to any person or corporation by reason of any damages arising from the performance of said work, or of the repair or maintenance thereof, or the manner of doing the same or the neglect of the said Contractor or his agents or servants or the improper performance of the said work by the Contractor or his agents or servants, or the infringements of any patent rights by reason of the use of any material furnished or work done; as aforesaid, or otherwise. And the said Contractor and Surety hereby further bind themselves, their successors, heirs, executors, administrators, and assigns, jointly and severally, to repay the owner any sum which the Owner may be compelled to pay because of any lien for labor material furnished for the work, embraced by said Contract. And the said Surety, for the value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or to the work to be performed thereunder or the specifications accompanying the same shall in any way affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work or to the specifications. IN TESTIMONY WHEREOF, witness the hands and seals of the parties hereto this 06th day of June , 20 13 ATTEST: (� lit- SectionV.doc Page 2 of 17 C• mmunications Co., Inc. CTOR By: Gary Young - Vic President Merchants Bonding Company SURETY By: ORNEY- IN -FAC'T `;'. es N. Congelio ", 7/26/2012 MERCHANTS %\ BONDING COMPANY, POWER OF ATTORNEY Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations duly organized under the laws of the State of Iowa (herein collectively called the "Companies "), and that the Companies do hereby make, constitute and appoint, individually, Gail S. Barr, Margaret A. Broughton, Mary Butcher, James N. Congelio, Gerard Fiacco, Lenita W. Wright of Maitland and State of Florida their true and lawful Attorney -in -Fact, with full power and authority hereby conferred in their name, place and stead, to sign, execute, acknowledge and deliver in their behalf as surety any and all bonds, undertakings, recognizances or other written obligations in the nature thereof, subject to the limitation that any such instrument shall not exceed the amount of: FIVE MILLION ($5,000,000.00) DOLLARS and to bind the Companies thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of the Companies, and all the acts of said Attorney -in -Fact, pursuant to the authority herein given, are hereby ratified and confirmed. This Power -of- Attorney is made and executed pursuant to and by authority of the following By -Laws adopted by the Board of Directors of the Merchants Bonding Company (Mutual) on April 23, 2011 and adopted by the Board of Directors of Merchants National Bonding, Inc., on October 24, 2011. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys -in -Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof. The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 29th day of October , 2012 . ...,.,M,i ., 9• +h„ '�� s==. -0- °;4i '. 2003 ;.C) Tr. tY• STATE OF IOWA COUNTY OF POLK ss. .• D�N6 CO •. 0*O�iP Oq M'09' • :►= CONTRACT This CONTRACT made and entered into this day of ■Itl,k.A- , 2013 by and between the City of Clearwater, Florida, a municipal corporation, hereinafter designated as the "City ", and YOUNG'S COMMUNICATION CO., INC., of the City of MELBOURNE County of BREVARD and State of Florida, hereinafter designated as the "Contractor ". WITNESSETH: That the parties to this contract each in consideration of the undertakings, promises and agreements on the part of the other herein contained, do hereby undertake, promise and agree as follows: The Contractor, and his or its successors, assigns, executors or administrators, in consideration of the sums of money as herein after set forth to be paid by the City and to the Contractor, shall and will at their own cost and expense perform all labor, furnish all materials, tools and equipment for the following: WATER TREATMENT PLANT NO. 2 — CONTRACT 3 — RAW WATER TRANSMISSION MAIN EXPANSION PROJECT 10- 0039 -UT (C) IN THE AMOUNT OF SIX MILLION NINE HUNDRED TWENTY THOUSAND EIGHTY THREE DOLLARS AND EIGHTY THREE CENTS ($6,920,083.83) In accordance with such proposal and technical supplemental specifications and such other special provisions and drawings, if any, which will be submitted by the City, together with any advertisement, instructions to bidders, general conditions, proposal and bond, which may be hereto attached, and any drawings if any, which may be herein referred to, are hereby made a part of this contract, and all of said work to be performed and completed by the contractor and its successors and assigns shall be fully completed in a good and workmanlike manner to the satisfaction of the City. If the Contractor should fail to comply with any of the terms, conditions, provisions or stipulations as contained herein within the time specified for completion of the work to be performed by the Contractor, then the City, may at its option, avail itself of any or all remedies provided on its behalf and shall have the right to proceed to complete such work as Contractor is obligated to perform in accordance with the provisions as contained herein. THE CONTRACTOR AND HIS OR ITS SUCCESSORS AND ASSIGNS DOES HEREBY AGREE TO ASSUME THE DEFENSE OF ANY LEGAL ACTION WHICH MAY BE BROUGHT AGAINST THE CITY AS A RESULT OF THE CONTRACTOR'S ACTIVITIES ARISING OUT OF THIS CONTRACT AND FURTHERMORE, IN CONSIDERATION OF THE TERMS, STIPULATIONS AND CONDITIONS AS CONTAINED HEREIN, AGREES TO HOLD THE CITY FREE AND HARMLESS FROM ANY AND ALL CLAIMS FOR DAMAGES, COSTS OF SUITS, JUDGMENTS OR DECREES RESULTING FROM ANY CLAIMS MADE UNDER THIS CONTRACT AGAINST THE CITY OR THE CONTRACTOR OR THE CONTRACTOR'S SUB - CONTRACTORS, AGENTS, SERVANTS OR EMPLOYEES RESULTING FROM ACTIVITIES BY THE AFOREMENTIONED CONTRACTOR, SUB - CONTRACTOR, AGENT SERVANTS OR EMPLOYEES. Contract for Signature.docx Page 3 of 14 7/26/2012 CONTRACT (2) In addition to the foregoing provisions, the Contractor agrees to conform to the following requirements: In connection with the performance of work under this contract, the Contractor agrees not to discriminate against any employee or applicant for employment because of race, sex, religion, color, or national origin. The aforesaid provision shall include, but not be limited to, the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; lay -off or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Contractor agrees to post hereafter in conspicuous places, available for employees or applicants for employment, notices to be provided by the contracting officer setting forth the provisions of the non - discrimination clause. The Contractor further agrees to insert the foregoing provisions in all contracts hereunder, including contracts or agreements with labor unions and/or worker's representatives, except sub - contractors for standard commercial supplies or raw materials. It is mutually agreed between the parties hereto that time is of the essence of this contract, and in the event that the work to be performed by the Contractor is not completed within the time stipulated herein, it is then further agreed that the City may deduct from such sums or compensation as may be due to the Contractor the sum of $1,000.00 per day for each day that the work to be performed by the Contractor remains incomplete beyond the time limit specified herein, which sum of $1,000.00 per day shall only and solely represent damages which the City has sustained by reason of the failure of the Contractor to complete the work within the time stipulated, it being further agreed that this sum is not to be construed as a penalty but is only to be construed as liquidated damages for failure of the Contractor to complete and perform all work within the time period as specified in this contract. It is further mutually agreed between the City and the Contractor that if, any time after the execution of this contract and the surety bond which is attached hereto for the faithful performance of the terms and conditions as contained herein by the Contractor, that the City shall at any time deem the surety or sureties upon such performance bond to be unsatisfactory or if, for any reason, the said bond ceases to be adequate in amount to cover the performance of the work the Contractor shall, at his or its own expense, within ten (10) days after receipt of written notice from the City to do so, furnish an additional bond or bonds in such term and amounts and with such surety or sureties as shall be satisfactory to the City. If such an event occurs, no further payment shall be made to the Contractor under the terms and provisions of this contract until such new or additional security bond guaranteeing the faithful performance of the work under the terms hereof shall be completed and furnished to the City in a form satisfactory to it. Contract for Signature.docx Page 4 of 14 7/26/2012 CONTRACT (3) IN WITNESS WHEREOF, the parties to the agreement have hereunto set their hands and seals and have executed this Agreement, in duplicate, the day and year first above written. CITY OF CLEARWATER IN PINELLAS COUNTY, FLORIDA By:?.(- Q,t'14.r. -iu William B. Horne, II City Manager Countersigned: B: Vomncrtkttbs Y George N. Cretekos, Mayor (Contractor must indicate whether Corporation, Partnership, Company or Individual.) (The person signing shall, in his own handwriting, sign the Principal's name, his own name, and his title; where the person is signing for a Corporation, he must, by Affidavit, show his authority to bind the Corporation). Attest: Camilo o o Assistant City Attorney YOUNG'S COMMUNICATION CO., INC. (Contractor) By: (SEAI,) Contract for Signature.docx Page 5 of 14 7/26/2012 CONTRACT IN WITNESS WHEREOF, tie parlties to the agrelern err t have liereur�tci set, their ham ds and -seats and, have executed this Agreement,in duplicate,the day and year first above written. CITY OF CLEARN'VATER IN PINELLAS COUNTY,FLO!--,.TD.A nv: Vvilffilb-n T3, Ffome, City Nlanager Countersigned: A eK C By: teo" 1%Cr prove as rM: George N. Cretekos, Ca m i 17o So c—, - Assistant City Attorney (0onAra(iner *nest LnOlicate whether orrat*on, partnaShip,Co,- ,jp"y or ii YOUNG'S COMMUN f T10 CO INC. (Contract :S (The person signing shall, in his own handwritiln , sign *,Inc Ptincip?-J's name, �,s own name, and his title; where the person is signing for a Corporation, he must by Affidavit, show his authonit7 W,bind 'he C-c—,porp ion). Contract for Signature.docx Page 5 of 14 7/26/2012 CONTRACTOR'S AFFIDAVIT FOR FINAL PAYMENT (CORPORATION FORM) STATE OF FLORIDA COUNTY OF On this day personally appeared before me, the undersigned authority, duly authorized to administer oaths and take acknowledgments, , who after being duly sworn, deposes and says: That he is the (TITLE) of YOUNG'S COMMUNICATION CO., INC., a Florida Corporation, with its principal place of business located at 424 WEST DRIVE, MELBOURNE, FLORIDA 32904 (herein, the "Contractor "). That the Contractor was the general contractor under a contract executed on the day of 20 with the CITY OF CLEARWATER, FLORIDA, a municipal corporation, as Owner, and that the Contractor was to perform the construction of: WATER TREATMENT PLANT NO. 2 — CONTRACT 3 — RAW WATER TRANSMISSION MAIN EXPANSION PROJECT 10- 0039 -UT (C) That said work has now been completed and the Contractor has paid and discharged all sub - contractors, laborers and material men in connection with said work and there are no liens outstanding of any nature nor any debts or obligations that might become a lien or encumbrance in connection with said work against the described property. That he is making this affidavit pursuant to the requirements of Chapter 713, Florida Statutes, and upon consideration of the payment of (Final Full Amount of Contract) in full satisfaction and discharge of said contract. That the Owner is hereby released from any claim which might arise out of said Contract. The word "liens" as used in this affidavit shall mean any and all arising under the operation of the Florida Mechanic's Lien Law as set forth in Chapter 713, Florida Statutes. Sworn and subscribed to before me This day of , 20 NOTARY PUBLIC BY: AFFIANT My Commission Expires: PRESIDENT Contract for Signature.docx Page 6 of 14 7/26/2012 PROPOSAL BOND (Not to be filled out if a certified check is submitted) KNOWN ALL MEN BY THESE PRESENTS: That we, the undersigned, Young's Communications Co., Inc. as Principal, and Merchants Bonding Company as Surety, who's address is 2100 Fleur Drive, are held and firmly bound unto the City ofClearwater, Florida, in the sum of Ten percent of bid price Dollars ($ - ) (being a minimum of 1 O% of Contractor's total bid amount).._ 10 � - - ° amount) for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, our heirs, executors, administrators, successors and assigns. Des Moines, Iowa 50321 -1158 The condition of the above obligation is such that if the attached Proposal of Young's Communications Co., Inc. as Principal, and Merchants Bonding Company as Surety, for work specified as 10- 0039- UT -(C) Water Treatment Plant No 2 Raw Water Transmission Main Expansion Project . _.... _. all as stipulated in said Proposal, by doing all work incidental thereto, in accordance with the plans and specifications provided herefor, all within Pinellas County, is accepted and the contract awarded to the above named bidder, and the said bidder shall within ten days after notice of said award enter into a contract, in writing, and furnish the required Performance Bond with surety or sureties to be approved by the City Manager, this obligation shall be void, otherwise the same shall be in full force and virtue by law and the full amount of this Proposal Bond will be paid to the City as stipulated or liquidated damages. Signed this 25th day of April (Principal must indicate whether corporation, partnership, company or individual) The person signing shall, in his own handwriting, sign the Principal's name, his own name and his title; the person signing for a corporation must, by affidavit, show his authority to bind the corporation. SectionV.doc ,20 13 . Page 7 of 17 Corporation Young's Communications Co., Inc. Principal Merchants Bonding Company Janina N. ong ., Attorney -in -Fact 7/26/2012 MERCHANTS BONDING COMPANY. POWER OF ATTORNEY Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations duly organized under the laws of the State of Iowa (herein collectively called the "Companies "), and that the Companies do hereby make, constitute and appoint, individually, Gail S. Barr, Margaret A. Broughton, Mary Butcher, James N. Congelio, Gerard Fiacco, Lenita W. Wright of Maitland and State of Florida their true and lawful Attomey -in -Fact, with full power and authority hereby conferred in their name, place and stead, to sign, execute, acknowledge and deliver in their behalf as surety any and all bonds, undertakings, recognizances or other written obligations in the nature thereof, subject to the limitation that any such instrument shall not exceed the amount of: FIVE MILLION ($5,000,000.00) DOLLARS and to bind the Companies thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of the Companies, and all the acts of said Attomey -in -Fact, pursuant to the authority herein given, are hereby ratified and confirmed. This Power -of- Attorney is made and executed pursuant to and by authority of the following By -Laws adopted by the Board of Directors of the Merchants Bonding Company (Mutual) on April 23, 2011 and adopted by the Board of Directors of Merchants National Bonding, Inc., on October 24, 2011. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attomeys -in -Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof. The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attomey or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 29th day of October , 2012 . STATE OF IOWA COUNTY OF POLK ss. zri MERCHANTS BONDING COMPANY (MUTUAL) MERCHANTS NATIONAL BONDING, INC. By President On this 29th day of October , 2012 , before me appeared Larry Taylor, to me personally known, who being by me duly swom did say that he is President of the MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the seals affixed to the foregoing instrument is the Corporate Seals of the Companies; and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. In Testimony Whereof, I have hereunto set my hand and affixed my Official Seal at the City of Des Moines, Iowa, the day and year first above written. STATE OF IOWA COUNTY OF POLK ss. MARANDA GREENWALT F Commission Number 770312 My Commission Expires owl October 28, 2014 i(d; Notary Public, Polk County, Iowa I, William Wamer, Jr., Secretary of the MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do hereby certify that the above and foregoing is a true and correct copy of the POWER -OF- ATTORNEY executed by said Companies, which is still in full,force and effect and has not been amended or revoked. I!n� .Witne :s,,Whereof, I have hereunto set my hand and affixed the seal of the Companies on this �f.J:�: d�yof.', at--- .p .• .... 43 ' ‘N 14. ti= A°!, '„ 1;., „ i • y G '�i� ..c : 1/.'%•/m 6�'t�2. =!rte S� 4• • Z7 : 3' Secretary :�z .a, 1933 ;c• 'y ..z. 2 003 ,i.�= 4. :y�• •cr: POA 0014 (11/11) AFFIDAVIT (To be filled in and executed if the bidder is a corporation) STATE OF FLORI A COUNTY OF jj re, v::,id =lkti; �r c, /: ,AC Secretary of (((ji e being duly sworn, deposes and says that he/she is a corporation organized and existing under and by virtue of the laws of the State of Florida, and having its principal office at: _ ��++ Lay 1lizct �r. lei < \6 -Jrnt._ 2 'CVC.r ck F }c,7 ;c c, Street & Number City County State Affiant further says that he is f iliar with the records minute books and by -laws of (Nan of Corporation) Affiant further says that ,c1'N:... \ . r,.rnL is - ee 5■ �� (Officer's an) (Title) of the corporation, is duly authorized to sign the Proposal for lce�;�..t. } '1'l4,4 z GN4- .t.1 3 for said corporation by virtue of b l `L y z c Jnv l'', Cc mt►huA, tGA-,c , i (state whether a provision df by' iaws or a Resolution of the Board of , ;3 , CV'. NV r i• k-,('., -k Directors. if by Resolution give date of adoption). Affi Sworn to before me this day of Al) _ , 20J. Notary Public Oe h .5 #1 11.-2_— Type /print/stamp name of Notary SectionV.doc Page 8of17 DENNIS HILTZ tcgIEMPISIMINIPrial No., if any Comm* EE102202 Fires 7/18/2015 7/26/2012 NON- COLLUSION AFFIDAVIT STATE OF FLORIDA ) COUNTY OF Brevard ) Steve Young being, first duly sworn, deposes and says that he is President of Young's Communications Co. Inc. the party making the foregoing Proposal or Bid; that such Bid is genuine and not collusive or sham: that said bidder is not financially interested in or otherwise affiliated in a business way with any other bidder on the same contract; that said bidder has not colluded, conspired, connived, or agreed, directly or indirectly, with any bidders or person, to put in a sham bid or that such other person shall refrain from bidding, and has not in any manner, directly or indirectly, sought by agreement or collusion, or communication or conference, with any person, to fix the bid price or afliant or any other bidder, or to fix any overhead, profit or cost element of said bid price, or that of any other bidder, or to secure any advantage against the City of Clearwater, Florida, or any person or persons interested in the proposed contract; and that all statements contained in said proposal or bid are true; and further, that such bidder has not directly or indirectly submitted this bid, or the contents thereof, or divulged information or data relative thereto to any association or to any member or agent thereof. Sworn to and subscribed before me this - day of DENNIS HILTZ NOTARY PUBLIC STATE OF FLORIDA Comm# EE102202 Expires 7/18/2015 SectionV.doc Page 9 of 17 7/26/2012 PROPOSAL (1) TO THE CITY OF CLEARWATER, FLORIDA, for WATER TREATMENT PLANT No. 2 — CONTRACT 3: RAW WATER TRANSMISSION MAIN EXPANSION PROJECT PROJECT - 10-0039-UT-(C) and doing such other work incidental thereto, all in accordance with the contract documents, marked WATER TREATMENT PLANT No. 2 — CONTRACT 3: RAW WATER TRANSMISSION MAIN EXPANSION PROJECT PROJECT - 10-0039-UT-(C) Every bidder must take notice of the fact that even though his proposal be accepted and the documents signed by the bidder to whom an award is made and by those officials authorized to do so on behalf of the City of Clearwater, Florida, that no such award or signing shall be considered a binding contract without a certificate from the Finance Director that funds are available to cover the cost of the work to be done, or without the approval of the City Attorney as to the form and legality of the contract and all the pertinent documents relating thereto having been approved by said City Attorney; and such bidder is hereby charged with this notice. The signer of the Proposal, as bidder, also declares that the only person, persons, company or parties interested in this Proposal, are named in this Proposal, that he has carefully examined the Advertisement, Instructions to Bidders, Contract Specifications, Plans, Supplemental Specifications, General Conditions, Special Provisions, and Contract Bond, that he or his representative has made such investigation as is necessary to determine the character and extent of the work and he proposes and agrees that if the Proposal be accepted, he will contract with the City of Clearwater, Florida, in the form of contract; hereto annexed, to provide the necessary labor, materials, machinery, equipment, tools or apparatus, do all the work required to complete the contract within the time mentioned in the General Conditions and according to the requirements of the City of Clearwater, Florida, as herein and hereinafter set forth, and furnish the required surety bonds for the following prices to wit: SectionV.doc Page 10 of 17 7/26/2012 PROPOSAL (2) If the foregoing Proposal shall be accepted by the City of Clearwater, Florida, and the undersigned shall fail to execute a satisfactory contract as stated in the Advertisement herein attached, then the City may, at its option determine that the undersigned has abandoned the contract, and thereupon this Proposal shall be null and void, and the certified check or bond accompanying this Proposal, shall be forfeited to become the property of the City of Clearwater, Florida, and the full amount of said check shall be retained by the City, or if the Proposal Bond be given, the full amount of such bond shall be paid to the City as stipulated or liquidated damages; otherwise, the bond or certified check accompanying this Proposal, or the amount of said check, shall be returned to the undersigned as specified herein. Attached hereto is a bond or certified check on Bank, for the sum of Bond of 10% ($ ) (being a minimum of 10% of Contractor's total bid amount). The full names and residences of all persons and parties interested in the foregoing bid are as follows: (If corporation, give the names and addresses of the President and Secretary. If firm or partnership, the names and addresses of the members or partners. The Bidder shall list not only his name but also the name of any person with whom bidder has any type of agreement whereby such person's improvements, enrichment, employment or possible benefit, whether sub - contractor, materialman, agent, supplier, or employer is contingent upon the award of the contract to the bidder). NAMES: Steve Young Melodie Young ADDRESSES: 3315Westland Dr., Melbourne, Fl 32934 3315Westland Dr., Melbourne, Fl 32934 Signature of Bidder: Corporation (The bidder must indicate whether Corporation, Partnership, Company or Individual SectionV.doc Page 11 of 17 7/26/2012 PROPOSAL (3) The person signing shall, in 'rs own handwriting, sign the Principal's name, his own name and his title. Where the person signing f a co oration is other than the President or Vice - President, he must, by affidavit, show his authori , to b' the corporation. Principal: G"�\ By: S tv Business Address of Bidder: Title: e.-s%��c., 424 West Drive Melbourne, FI. 32904 City and State: Melbourne, Florida Dated at CIV= c Zip Code 32904 this 2 day of T 1 , A.D., 20 13 SectionV.doc Page 12 of 17 7/26/2012 CITY OF CLEARWATER ADDENDUM SHEET PROJECT: WATER TREATMENT PLANT No. 2 — CONTRACT 3: RAW WATER TRANSMISSION MAIN EXPANSION PROJECT - 10-0039-UT-(C) Acknowledgment is hereby made of the following addenda received since issuance of Plans and Specifications. SectionV.doc Addendum No. 1 Date: 04/12/2013 Addendum No. Date: Addendum No. Date: Addendum No. Date: Addendum No. Date: Addendum No. Date: Addendum No. Date: Addendum No. Date: Addendum No. Date: Addendum No. Date: Addendum No. Date: Young's Communicatio s Co. I (Signatu cer) President (Title of Officer) (Date) Page 13 of 17 7/26/2012 BIDDER'S PROPOSAL PROJECT: WATER TREATMENT PLANT No. 2 — CONTRA CJ3: RQVV WATER TRANSMISSION MAIN EXPANSION PROJECT - 10-0039 -U' CONTRACTOR: Young's Communications Co. Inc. BIDDER'S GRAND TOTAL $ 0087893.20 (Y .2C 0 . BIDDER'S GRAND TOTAL er1V—iirtEMS J x We;fjoc n1,1 t. }Iv/v.4 ) Mobilization/Demobilization (3.5% Maximum LS $ 150,000.00 $ 150,000.00 2 Maintenance of Traffic (L5% Maximum) 1 LS $ 40,000.00 $ 40,000.00 F &I'3 -inch Communication Conduit HDPE Pipe by Horizontal Directional Drill 2,750 LF $ 14.00 $ 38,500.00 4 F &I 6 -inch PVC Raw Water Pipe by Horizontal Directional Drill 8,010 LF $ 35.00 $ 280, 350.00 5 F &I 8 -inch HDPE Raw Water Pipe by Horizontal Directional Drill 860 LF $ 47.00 $ 40,420.00 6a F &I 8 -inch PVC Raw Water Pipe by Horizontal Directional Drill 7,220 LF $ 52.50 $ 379,050.00 6b F &I 8 -inch PVC Raw Water Pipe by Horizontal Directional Drill (Mission Hills Conceptual Route) 6,300 LF $ 52.50 $ 330,750.00 6c F &I 8 -inch PVC Potable Water Pipe by Horizontal Directional Drill 1,610 LF $ 75.00 $ 120,750.00 7 F &I 10 -inch HDPE Raw Water Pipe by Horizontal Directional Drill 270 LF $ 53.00 $ 14,310.00 8 F &I 12 -inch PVC Raw Water Pipe by Horizontal Directional Drill 3,190 LF $ 75.00 $ 239,250.00 9 F &I 14 -inch HDPE Raw Water Pipe by Horizontal Directional Drill 1,320 LF $ 79.00 $ 104,280.00 10 F &I 16 -inch HDPE Raw Water Pipe by Horizontal Directional Drill 1,300 LF $ 91.00 $ 118,300.00 11 F &I 18 -inch HDPE Raw Water Pipe by Horizontal Directional Drill 900 LF $ 105.00 $ 94,500 12a F &I 6 -inch PVC Raw Water Pipe by Open Cut 240 LF $ 31.00 $ 7,440.00 12b F &I 6 -inch PVC Potable Water Pipe by Open Cut 70 LF $ 41.00 $ 2870.00 13 F &I 6 -inch DI Potable Water Pipe by Open Cut 120 LF $ 43.00 $ 5,160 14 F &I 8 -inch HDPE Raw Water Pipe by Open Cut 130 LF $ 39.00 $ 5,070.00 15a F &I 8 -inch PVC Raw Water Pipe by Open Cut 500 LF $ 62.00 $ 31,000.00 SectionV.doc Page 14 of 17 Revised 4/12/2013 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15b F&I 8 -inch PVC Potable Water Pipe by Open Cut 180 LF $ 99.50 16 F &I 8 -inch DI Potable Water Pipe by Open Cut 30 LF $ 138.50 17 F &I 12 -inch DI Raw Water Pipe by Open Cut 4,530 LF $ 177.00 18 F &I 16 -inch HDPE Raw Water Pipe by Open Cut 60 LF $ 95.00 19 F &I 16 -inch DI Raw Water Pipe by Open Cut 13,000 LF $ 168.50 20 F &I 18 -inch HDPE Raw Water Pipe by Open Cut 40 LF $ 113.00 $ 17,910.00 $ 4,155.00 $ 801,810.00 $ 5,700.00 $ 2,190,500.00 $ 4,520.00 21 F &I 6 -inch Restrained Joints for PVC or HDPE Pipe 150 EA $ 61.00 22 F &I 6 -inch Restrained Joints for DI Pipe 30 EA $ 73.00 $ 9,150.00 $ 2,190.00 23 F &I 8 -inch Restrained Joints for PVC or HDPE Pipe 200 EA $ 94.00 $ 18,800.00 24 F &I 8-inch Restrained Joints for DI Pipe 30 EA $ 82.00 $ 2,460.00 25 F &I 10 -inch Restrained Joints for HDPE Pipe 10 EA $ 262.00 $ 2,620.00 26 F &I 12 -inch Restrained Joints for PVC or HDPE Pipe 30 EA $ 154.5 $ 4,635.00 27 F&I 12 -inch Restrained Joints for DI Pipe 130 EA $ 166.00 $ 21, 580.00 28 F&I 14 -inch Restrained Joints for HDPE Pipe 20 EA $ 642.00 29 F &I 16 -inch Restrained Joints for HDPE Pipe 10 $ 788.00 30 F &I 16 -inch Restrained Joints for DI Pipe 310 EA $ 358.00 31 F &I 18 -inch Restrained Joints for HDPE Pipe 10 EA $ 915.73 32 F &I Compact DI Fittings 38,710 LB $ 7.20 33 F &I 6-inch Resilient Wedge Gate Valve & Valve Box 20 EA $ 931.00 $ 12,840.00 $ 7,880.00 $ 110,980.00 $'9160.QQ c /3" $ 278,712.00 $ 18,620.00 34 F &I 8 -inch Resilient Wedge Gate Valve & Valve Box 14 EA $ 1,221.00 $ 17,094.00 35 F &I 12 -inch Resilient Wedge Gate Valve & Valve Box 5 EA $ 2,000.00 $ 10,000.00 36 F &I 16 -inch Resilient Wedge Gate Valve & Valve Box 12 EA $ 4,169.00 37 F &I Combination Air Valve 50 EA $ 3,500.00 38 Root Pruning 3,960 LF $ 3.50 $ 50,028.00 $ 175,000.00 $ 13,860.00 39 Tree Barricades 1 LS 40 Remove Trees 25 EA 41 Sanitary Sewer Cleanouts 70 EA $ 7,056. $450.00 , $ 428.00 $ 7,056.00 $ 11,250.00 $ 29,960.00 42 16 -inch DI Pipe Aerial Crossing at Nursery Rd (Sheet C26) 1 LS $ 20,768.00 $ 20,768.00 43 16 -inch DI Pipe Aerial Crossing at Hercules Ave (Sheet C38) 1 LS $ 29,106.00 $ 29,106.00 SectionV.doc Page 15 of 17 Revised 4/12/2013 130 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Connect to Existing 12 -inch WM at Martin 44 Luther King Jr Av and Woodlawn St (Sheet C06) 1 LS $ 4,983.00 $ 4,983.00 45 Reconnect Existing 4 -inch WM from Existing 16 -inch WM to Proposed 8 -inch WM at Woodlawn St (Sheet C06) 1 LS $ 6,003.00 $ 6,003.00 46 Reconnect Existing Fire Hydrant from Existing 16 -inch WM to Proposed 8 -inch WM at Woodlawn St (Sheet C06) 1 LS $ 3,135.00 $ 3,135.00 47 Reconnect Existing 6-inch WM from Existing 16 -inch WM to Proposed 8 -inch WM at Woodlawn St (Sheet C06) 1 LS $ 4,210.00 $ 4,210.00 48 Connect to Existing 8-inch WM at Woodlawn St (Sheet C06) 1 LS $ 6,942.00 $ 6,942.00 49 Reconnect Existing 6-inch WM from Existing 16 -inch WM to Existing 8-inch WM at Belleair Rd and Missouri Ave (Sheet C13) 1 LS $12,654.00 $12,654.00 50 Connect to Existing 16 -inch WM at Belleair Rd and Beverly Dr (Sheet C24) 1 LS $ 23,118.00 $ 23,118.00 51 Reconnections to Existing 16 -inch WM at Druid Rd and Progress Energy Easement (Sheet C53) 1 LS $ 14,851.00 $ 14,851.00 52 Reconnect Existing 6-inch WM from Existing 16rincjt WM to Proposed 6-inch WM at S.R. 60 east of Home Depot Entrance (Sheet C63) 1 LS $ 10,000.00 $ 10,000.00 53 Connect Proposed 6-inch WM to Existing 6- inch WM at S.R. 60 west of Home Depot Entrance (Sheet C63) 1 LS $ 6,032.00 $ 6,032.00 54 Wet tap Existing 16 -inch WM and connect new 8 -inch well main at Belleair Rd. and Highland Ave. intersection (Sheet C14) 1 LS $ 3,814.00 $ 3,814.00 55 Wet tap Existing 10 -inch WM and reconnect Existing 6-inch WM at Belleair Rd. and Highland Ave. intersection (Sheet C14) 1 LS $ 10,699.00 $ 10,699.00 56 Wet tap Existing 10 -inch WM and reconnect Existing 8-inch WM at Belleair Rd. and Highland Ave. intersection (Sheet C14) 1 LS $13,323.00 $ 13,323.00 57 Wet tap Existing 8 -inch WM and reconnect Existing 8 -inch WM at Belleair Rd. and Highland Ave. intersection (Sheet C14) 1 LS 58 Inspection, Pigging, Flushing, and Disinfection of Existing 16 -inch Water Main 16,970 LF 59 Sod Restoration as Directed by the Owner or the Owner's Authorized Project Representative . 200 SY $4,886.00 $ 4.54 $ 4,866.00 $ 220,610.00 $ 908.00 SectionV.doc Page 16of17 Revised 4/12/2013 60 61 62 63 64 65 Concrete Driveway Restoration as Directed by the Owner or the Owner's Authorized Project Representative 66 Concrete Sidewalk Restoration as Directed by the Owner or the Owner's Authored Project Representative Concrete Curb Restoration as Directed by the Owner or the Owner's Authorized Project Representative Underdrain Restoration as Directed by the Owner or the Owner's Authorized Project Representative. 200 SY $45.00 $ 9,000.00 200 SY $ 45.00 200 LF $ 28.88 $ 9,000.00 Vie — 177(v." 200 LF $ 16.50 $ 3,300.00 Asphalt Paving Restoration as Directed by the Owner or the Owner's Authorized Project Representative 67 68 Unsuitable Material Excavation Below Grade as Directed by the Owner or the Owner's Authorized Project Representative 200 SY $ 27.00 $ 5,400.00 200 CY $ 18.00 $ 3,600.00 Select Backfill Below Grade as Directed by the Owner or the Owner's Authorized Project Representative Asphalt Overlay as Directed by the Owner or the Owner's Authorized Project Representative F &I Pull Boxes for Communication Conduits 200 CY $ 25.00 $ 5,000.00 200 10 SY EA $ 17.00 S1,000.00 Subtotal Construction Costs (Bid Item Nos. 1— 68) = 69 Owner's 10% Contingency 1 LS $ Bidder's Grand Total (Bid Item Nos. 1— 69) = $ 3,400.00 $ 10,000.00 $ 6,-21616.12.00 $ 6)801.20 $ 6,893.20 THE BIDDER'S GRAND TOTAL ABOVE IS HIS TOTAL BID BASED ON HIS UNIT PRICES AND LUMP SUM PRICES AND THE ESTIMATED QUANTITIES REQUIRED FOR EACH SECTION. THIS FIGURE IS FOR INFORMATION ONLY AT THE TIME OF OPENING BIDS. THE CITY WILL MAKE THE TABULATION FROM THE UNIT PRICES AND LUMP SUM PRICE BID. IF THERE IS AN ERROR IN THE TOTAL BY THE BIDDER, IT SHALL BE CHANGED AS ONLY THE UNIT PRICES AND LUMP SUM PRICE SHALL GOVERN. SectionV.doc Page 17 of 17 Revised 4/1212013 Section 111— General Conditions SCRUTINIZED COMPANIES AND BUSINESS OPERATIONS WITH CUBA AND SYRIA CERTIFICATION FORM THIS FORM MUST BE COMPLETED AND SUBMITTED WITH THE BID PROPOSAL. FAILURE TO SUBMIT THIS FORM AS REQUIRED, MAY DEEM YOUR SUBMITTAL NONRESPONSIVE. The affiant, by virtue of the signature below, certifies that: I. The vendor, company, individual, principal, subsidiary, affiliate, or owner is aware of the requirements of section 287.135, Florida Statutes, regarding companies on the Scrutinized Companies with Activities in Sudan List, the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, or engaging in business operations in Cuba and Syria; and 2. The vendor, company, individual, principal, subsidiary, affiliate, or owner is eligible to participate in this solicitation and is not listed on either the Scrutinized Companies with Activities in Sudan List, the Scrutinized Companies with Activities in the Iran Petroleum Sector List, or engaged in business operations in Cuba and Syria; and 3. Business Operations means, for purposes specifically related to Cuba or Syria, engaging in commerce in any form in Cuba or Syria, including, but not limited to, acquiring, developing, maintaining, owning, selling, possessing, leasing or operating equipment, facilities, personnel, products, services, personal property, real property, military equipment, or any other apparatus of business or commerce; and 4. If awarded the Contract (or Agreement), the vendor, company, individual, principal, subsidiary, affiliate, or owner will immediately notify the City of Clearwater in writing, no later than five (5) calendar days after any of its principals are placed on the Scrutinized Companies with Activities in Sudan List, the Scru6 ized Companies with Activities in the Iran Petroleum Sector List, or engages in busi ess o.: ations in Cuba and Syria. Author Sign re Steve Young Printed Name President Title Young's Communications Co. Inc. Name of Entity /Corporation SectionIIL.doc Page 48 of 49 7/31/2012 Section III — General Conditions STATE OF _Florida COUNTY OF v. vcr v' The foregoing instrument was acknowledged before me on this 25th day of April 201 , by Steve Young (name of person whose signature is being notarized) as the President (title) of Young's Communications Co. Ir (name of corporation/entity), . ersonally known to me : as described herein , or produced a entification) as identification, and who did /did not take an oath. DENNIS HLTZ . < NOTARY PUBLIC �" STATE OF FLORIDA ; * . Comm# EE102202 Expires 7/18/2015 NOTARY SEAL ABOVE Notary Public `1-- ;.5 i 1-7-- Printed Name My Commission Expires: SectionllI.doc Page 49 of 49 7/31 /2012 ADDENDUM No. 1 for Water Treatment Plant No. 2 — Contract 3: Raw Water Transmission Main Expansion Project Clearwater, Florida Project Number 10- 0039- UT -(C) DATE: April 12, 2013 SUBJECT: Addendum No. 1 TO: Prospective Bidders and Others Concerned Bidders on the above project are hereby notified that the following Addenda are made to the Contract Documents: 1. Existing 16 -inch Water Main: To assist the bidders regarding the inspection, pigging, flushing and disinfection of the existing 16 -inch water mains, please refer to the Existing 16 -inch Water Transmission Main Connection Point Distance figures included in this addendum. Please refer also to Plan Sheet G03 (General Notes). 2. Supplemental and /or Amendments to Contract Documents: A. REPLACE in Section IVa (Supplemental Technical Specifications), Section 01 06 30 (Measurement and Payment) dated March 2013 WITH the attached revised Section 01 06 30 (Measurement and Payment) dated April 12, 2013. B. REPLACE in the Appendix (ODP Documents and Other Project Documentation) Pinellas County ROW Permit No. 12 -0613 dated March 6, 2013 with the attached complete Pinellas County ROW Permit No. 12 -0613 dated March 6, 2013. C. ADD in the Appendix (ODP Documents and Other Project Documentation) Existing 16 -inch Water Transmission Main Connection Point Distance Figures. D. REPLACE in Section V (Contract Documents) the Bidder's Proposal (Pages 14 — 17) dated 7/26/2012 WITH the attached revised Bidder's Proposal (Pages 14 — 17) dated 4/12/2013. END OF ADDENDUM #1 THE CITY OF CLEARWATER PINELLAS COUNTY, FLORIDA By: /s/William B. Horne, II City Manager AddendumNo. 1 - WTPNo. 2- Contract3- RawWaterTransmissionMainExpansionProject _041213.doc Page 1 of 1 SECTION 01 06 30 MEASUREMENT AND PAYMENT PART 1 - GENERAL 1.01 SCOPE A. This section supersedes all measurement and payment paragraphs from Section IV — Technical Specifications. It covers methods of measurement and payment for items of Work under the Contract. 1.02 GENERAL A. The total Bid Price shall cover all Work required by the Contract Documents. All costs in connection with the proper and successful completion of the Work, including furnishing all materials, equipment, supplies, and appurtenances; providing all construction equipment and tools; and performing all necessary labor and supervision to fully complete the Work, shall be included in the lump sum and unit prices bid. All Work not specifically set forth as a pay item in the Bid Form shall be considered a subsidiary obligation of Contractor and all costs in connection therewith shall be included in the prices bid. B. The successful low bidder for the Work will be determined based on the amount in the Total Project Cost (Bid Items 1 -69) from the Bid Tab Table included in Section V — Contract Documents. 1.03 ESTIMATED QUANTITIES A. All estimated quantities stipulated in the Bid Form or other Contract Documents are approximate and are to be used only (a) as a basis for estimating the probable cost of the Work and (b) for the purpose of comparing the bids submitted for the Work. The actual amounts of work done and materials furnished under unit price items may differ from the estimated quantities. The basis of payment for work and materials will be the actual amount of work done and materials furnished. Contractor agrees that he will make no claim for damages, anticipated profits, or otherwise on account of any difference between the amounts of work actually performed and materials actually furnished and the estimated amounts thereof, as described in the supplementary conditions. 1.04 EXCAVATION A. The lump sum price bid for each item of Work, which involves excavation or trenching, shall include all costs for such Work. No direct payment shall be made for excavation or trenching. All excavation is unclassified and there shall be no separate City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT -(C) Issued for Bid Revised April 12, 2013 01 06 30 - 1 payment for excavation of rock or for backfill where rock is excavated below subgrade. 1.05 TAXES AND PERMITS A. The Bidder's attention is directed to the fact that the tax laws of the State of Florida, including but not limited to Chapter 212, Florida Statutes, apply to this bid matter and that all applicable taxes and fees shall be deemed to have been included in Bidder's Proposal. The Contractor shall be responsible for all permits and permit fees necessary for construction, including those beyond what were previously obtained by the Owner. 1.06 RETAINAGE A. Refer to Agreement. 1.07 MEASUREMENT AND PAYMENT A. Bid Items for the Water Treatment Plant No. 2 — Contract #3: Raw Water Transmission Main Expansion Project 10- 00390- UT -(C): 1. Bid Item No. 1 — Mobilization/Demobilization a. Description: The work specified in this Bid Item consists of the preparatory work and operations in mobilizing for beginning work and demobilizing for ending work on the project, including, but not limited to, those supplies and incidentals to the project site, staging areas, and for the establishment of temporary offices, buildings, safety equipment and first aid supplies, potable, sanitary and other facilities, as required by these specifications, and State and local laws and regulations. The costs of bonds and any required insurance, general conditions and indemnifications, and any other pre - construction expense necessary for the start of the work, excluding the cost of construction materials, shall also be included in this Section. This Bid Item will include mobilization and demobilization for all parts or phases of the total project. The bid price shall not exceed three and one -half percent (3.5 %) of the total bid. b. Measurement: The quantity of mobilization to be paid for under this Item shall be measured as one lump sum quantity. Partial payments will be made therefore in accordance with the following: Percent of Original Allowable Percent Contract Amount of Lump Sum Price Earned for the Item 10 30 City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT -(C) Issued for Bid Revised April 12, 2013 01 06 30 - 2 25 50 50 80 75 90 100 100 c. Payment: The quantities, as determined above, shall be paid for at the contract lump sum price set out in the Proposal, which price and payment constitutes full compensation for all the work described herein. d. Payment shall be made under: i. Item No. 1 — Mobilization/Demobilization (3.5% Maximum) 2. Bid Item No. 2 — Maintenance of Traffic (MOT) a. Description: The work specified in this Bid Item consists of maintaining traffic within the limits of the project for the duration of the construction period including any temporary suspensions of the work. It shall include the construction and maintenance of any necessary detour facilities; the providing of necessary facilities for access to residences, schools, businesses, etc. along the project; the furnishing, installing and maintaining of traffic control and safety devices during construction, the control of dust, and any other special requirements for safe and expeditious movement of traffic as may be called for on the Contract Drawings, including any required MOT permitting efforts. The term, MOT, as used herein, shall include all of such facilities, devices and operations as are required for the safety and convenience of the public as well as for minimizing public nuisance, and as specified in Specification 44 of Section IV — Technical Specifications. This Bid Item shall also include the cost for the phased MOT plans for the work, including but not limited to, work along Lakeview Road, Highland Avenue, McMullen Booth Road (County Road 611), Belleair Road, Drew Street and SR60 (Gulf to Bay). All Pinellas County and Florida Department of Transportation MOT plans shall be signed and sealed by a Professional Engineer registered in the State of Florida. MOT plans for work in the City of Clearwater rights -of -way are not required to be signed and sealed by a Professional Engineer registered in the State of Florida. The MOT plan shall indicate phasing of the construction. Only one (1) horizontal directional drilling crew may work in the road right -of -way at any given time. The bid price shall not exceed one and one -half percent (1.5 %) of the bid total for the total project. If the Contractor's cost for MOT is greater than the maximum allowed, then the additional cost shall be included in the cost for other items of work for the project. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT -(C) Issued for Bid Revised April 12, 2013 01 06 30 - 3 b. Measurement: The quantity of MOT to be paid for under this Item shall be measured as one lump sum quantity. Partial payments will be pro -rated throughout the duration of construction of this Project. c. Payment: The quantities, as determined above, shall be paid for at the contract lump sum price set out in the Proposal, which price and payment constitutes full compensation for all the work described herein. Payment shall be made at every ten percent (10 %) work completion milestone. d. Payment shall be made under: i. Item No. 2 — Maintenance of Traffic (MOT) (1.5% Maximum) 3. Bid Items Nos. 3, 4, 5, 6a, 6b, 6c, 7, 8, 9, 10, 11 - F &I PVC or HDPE Pipe by Horizontal Directional Drill a. Description: These Bid Items describe measurement and payment for PVC (Certa -Lok or Diamond -Lok) pipe or HDPE pipe installed by directional boring. Acceptable Diamond -Lok PVC pipe diameters are 6 -inch through 8 -inch only. The pay quantities for the work specified under this Section shall be the number of linear feet of the types and sizes of pipe specified in the applicable pay items, actually constructed and accepted. b. Measurement: Measurement will be horizontally, above the centerline of the pipe, and includes the length of any valves or fittings. c. Payment: Payment will be according to the diameter, thickness class, lining material, coating, and type of joint, as set forth on the Proposal. Contractor shall be compensated for field approved pay applications for 80% of piping linear footage cost when piping is installed, and the reaming 20% after satisfactory testing and restoration is completed. The unit bid price includes furnishing and installing all pipe by directional boring or by incidental open cut at launching and receiving pits, two 12 -gauge Extra High Strength copper -clad steel tracer wires, tracer wire testing, DI/HDPE mechanical joint adapters, ductile iron spool pieces at tie -in locations between fittings and valves, connecting/tie -ing into existing stubbed out pipes, connections /reconnections, materials above or below ground along pipeline alignment, joints and jointing materials, couplings, labor, machinery, construction equipment, directional boring equipment, bentonite clay slurry seal, launching and receiving pits, exploratory pits; excavation, bracing, shoring, sheeting, bedding and backfill, compaction, adjusting/relocating, supporting, protecting or replacement of existing underground or aboveground utilities including associated utility coordination; disposal of spoil/bentonite or other materials; hydrostatic testing; line stops, pigging and disinfection of all raw and potable water lines; erosion control; concrete encasement; sod replacement; asphalt pavement replacement; driveway replacement; concrete sidewalk replacement; concrete curb City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT -(C) Issued for Bid Revised April 12, 2013 01 06 30 - 4 replacement; bollard removal and replacement; signage removal and replacement; underdrain restoration and all other related and necessary materials, work and equipment required to construct a complete operable pipeline. All transmission mains shall be restrained joint and installed by directional drill method where possible or unless shown otherwise on the Drawings. All roadway, concrete curb, concrete sidewalk and sod restoration shall be included in this bid item. d. Payment shall be made under: i. Item No. 3 — F &I 3" Communication Conduit HDPE Pipe by Horizontal Directional Drill ii. Item No. 4 — F &I 6 -inch PVC Raw Water Pipe by Horizontal Directional Drill iii. Item No. 5 — F &I 8 -inch HDPE Raw Water Pipe by Horizontal Directional Drill iv. Item No. 6a — F &I 8 -inch PVC Raw Water Pipe by Horizontal Directional Drill v. Item No. 6b — F &I 8 -inch PVC Raw Water Pipe by Horizontal Directional Drill (Mission Hills Conceptual Route) vi. Item No. 6c — F &I 8 -inch PVC Potable Water Pipe by Horizontal Directional Drill vii. Item No. 7 — F &I 10 -inch HDPE Raw Water Pipe by Horizontal Directional Drill viii. Item No. 8 — F &I 12 -inch PVC Raw Water Pipe by Horizontal Directional Drill ix. Item No. 9 — F &I 14 -inch HDPE Raw Water Pipe by Horizontal Directional Drill x. Item No. 10 — F &I 16 -inch HDPE Raw Water Pipe by Horizontal Directional Drill xi. Item No. 11 — F &I 18 -inch HDPE Raw Water Pipe by Horizontal Directional Drill 4. Bid Items Nos. 12a, 12b, 13, 14, 15a, 15b 16, 17, 18, 19, 20, 21, 22 — F &I PVC, Ductile Iron or HDPE Pipe by Open Cut a. Description: These Bid Items describe measurement and payment for PVC (Certa -Lok or Diamond -Lok) pipe, ductile iron (DI) pipe or HDPE pipe installed by open cut. Acceptable Diamond -Lok PVC pipe diameters are 6 -inch through 8 -inch only. DI pipe shall be used where it is called for on the Contract Drawings or between a fitting and a valve or between two fittings when the distance between them is equal or less than 18 inches. The pay quantities for the work specified under this Section shall be the number of linear feet of the types and sizes of pipe specified in the applicable pay items, actually constructed and accepted. b. Measurement: Measurement will be horizontally, above the centerline of the pipe, and includes the length of any valves or fittings. The City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT -(C) Issued for Bid Revised April 12, 2013 01 06 30 - 5 limits of measurement shall be as shown on the plans or as directed by the Project Representative. No overlap with measurement for payment for Bid Items 3 through 11 shall be measured for this bid item. c. Payment: Payment will be according to the diameter, thickness class, lining material, coating, and type of joint, as set forth on the Proposal. Contractor shall be compensated for field approved pay applications for 80% of piping linear footage cost when piping is installed, and the reaming 20% after satisfactory testing and restoration is completed. The unit bid price includes furnishing and installing all pipe by open cut, excavation, backfill, compaction, DI/HDPE mechanical joint adapters, ductile iron spool pieces at tie -in locations between fittings and valves, connecting/tie -ing into existing stubbed out pipes, connections /reconnections, couplings, two 12 -gauge Extra High Strength copper -clad steel tracer wires, tracer wire testing, polyethylene encasement for DI pipe, materials above or below ground along the pipeline alignment, joints and jointing materials, bracing, shoring and sheeting; exploratory excavation; bedding and backfill, compaction, constructing the specified protection and adjusting of existing above ground and underground utilities and service connections; adjusting /relocating, supporting, protecting, or replacement of existing underground or aboveground utilities including associated utility coordination; flowable fill grout, replacement of asphalt pavement, driveway, concrete sidewalk, concrete curb replacement; bollard removal and replacement; signage removal and replacement; sod replacement, disposal of spoil or other materials; hydrostatic testing; line stops, pigging and disinfection of all raw and potable water lines; erosion control; concrete encasement; underdrain restoration and all other related and necessary materials, work and equipment required to construct a complete operable pipeline. All roadway, concrete curb, concrete sidewalk and sod restoration shall be included in this bid item. d. Payment shall be made under: i. Item No. 12a — F &I 6 -inch PVC Raw Water Pipe by Open Cut ii. Item No. 12b — F &I 6 -inch PVC Potable Water Pipe by Open Cut iii. Item No. 13 — F &I 6 -inch DI Potable Water Pipe by Open Cut iv. Item No. 14 — F &I 8 -inch HDPE Raw Water Pipe by Open Cut v. Item No. 15a — F &I 8 -inch PVC Raw Water Pipe by Open Cut vi. Item No. 15b — F &I 8 -inch PVC Potable Water Pipe by Open Cut vii. Item No. 16 — F &I 8 -inch DI Potable Water Pipe by Open Cut viii. Item No. 17 — F &I 12 -inch DI Raw Water Pipe by Open Cut ix. Item No. 18 — F &I 16 -inch HDPE Raw Water Pipe by Open Cut x. Item No. 19 — F &I 16 -inch DI Raw Water Pipe by Open Cut City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT -(C) Issued for Bid Revised April 12, 2013 01 06 30 - 6 xi. Item No. 20 — F &I 18 -inch HDPE Raw Water Pipe by Open Cut 5. Bid Item No. 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31 — F &I Restrained Joints for Ductile Iron, PVC or HDPE Pipe a. Description: This bid item describes measurement and payment for retainer gland assemblies or locking gaskets used in installing restrained joints on DI, PVC or HDPE pipe and associated ductile iron fittings. b. Measurement: The quantity to be paid for under this item is the number of retainer gland assemblies or locking gaskets acceptably furnished and installed as shown on the drawings or as directed by the Owner's Representative. Certa -Lok and Diamond -Lok PVC pipe restrained joints used for directional drilling shall be included elsewhere. c. Payment will be according to the number of restrained joints acceptably furnished and installed. The unit bid price includes furnishing and installing all restraining devices along the pipeline alignment and all other related and necessary materials, work, and equipment required to properly install the restrained joint. All transmission mains shall be restrained joint and installed by directional drill method where possible or unless shown otherwise on the Drawings. Contractor shall restrain pipe and fittings in accordance with the restraint table shown on the detail sheets. Contractor to restrain existing pipe where required in accordance with the restraint table. Contractor shall use restrained joints only; no concrete thrust blocks or thrust collars shall be permitted. d. Payment shall be made under: i. Item No. 21 — F &I 6 -inch Restrained Joints for PVC or HDPE Pipe ii. Item No. 22 — F &I 6 -inch Restrained Joints for DI Pipe iii. Item No. 23 — F &I 8 -inch Restrained Joints for PVC or HDPE Pipe iv. Item No. 24 — F &I 8 -inch Restrained Joints for DI Pipe v. Item No. 25 — F &I 10 -inch Restrained Joints for HDPE Pipe vi. Item No. 26 — F &I 12 -inch Restrained Joints for PVC or HDPE Pipe vii. Item No. 27 — F &I 12 -inch Restrained Joints for DI Pipe viii. Item No. 28 — F &I 14 -inch Restrained Joints for HDPE Pipe ix. Item No. 29 — F &I 16 -inch Restrained Joints for HDPE Pipe x. Item No. 30 — F &I 16 -inch Restrained Joints for DI Pipe xi. Item No. 31 — F &I 18 -inch Restrained Joints for HDPE Pipe 6. Bid Item No. 32 — F &I Compact Ductile Iron Fittings City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT -(C) Issued for Bid Revised April 12, 2013 01 06 30 - 7 a. Description: This Bid Item describes measurement and payment for compact ductile iron pressure pipe fittings for the construction of the raw water mains or the potable water mains as shown on the plans. The quantity to be paid for under this Item will be based on the theoretical weight, in pounds, of actual permanent fittings acceptably furnished and installed. b. Measurement: The quantity to be paid for under this item is the theoretical weight, in pounds, of actual permanent furnished and installed. The theoretical weight for compact fittings shall be calculated based on the weight listed in ANSI /AWWA C153 ductile iron fittings of the 350 psi pressure. c. Payment: Payment for pressure pipe fittings will be based on the theoretical weight, in pounds, of actual permanent fittings furnished and installed. The unit bid price includes furnishing and installing excavation, backfill, dewatering, sheeting, shoring, asphalt pavement, driveway, concrete sidewalk, and concrete curb replacement, sod replacement, erosion control, underdrain restoration and incidental construction associated with these Items. No additional payment will be made for furnishing and installing all joint accessories, glands, gaskets, bolts, and joint lubricant for mechanical joints. No payment shall be made for ductile iron fittings included in other bid items. d. Payment shall be made under: i. Item No. 32 — F &I Compact DI Fittings. 7. Bid Items Nos. 33, 34, 35, 36 — F &I Resilient Wedge Gate Valves and Valve Boxes a. Description: These Bid Items describe measurement and payment for valves of various sizes, and valve boxes, for potable or raw water pipelines. The quantity to be paid for under this item is the number of valves acceptably installed where shown on the drawings or where directed by the Project Representative. b. Measurement: Measurement will be per each valve according to the diameter, type, and joint requirements, as set forth on the Proposal. c. Payment: The unit bid price includes furnishing and installing valves, valve boxes and covers, polywrap, tracer wire access, filter fabric, valve identification tags, paint reference stripe on curb, concrete valve box pad with 6 "x6" welded wire fabric, extension stems, brass coupling and plug, transition to PVC pipe fittings, couplings, adjusting, supporting, or replacement of existing underground utilities; excavation, backfill, compaction, dewatering, bracing, sheeting, shoring, asphalt pavement, driveway, concrete sidewalk, and concrete curb replacement, sod replacement, erosion control, underdrain restoration and incidental construction associated with these Items as shown in the details. No payment shall be made for valves included in other bid items. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT -(C) Issued for Bid Revised April 12, 2013 01 06 30 - 8 d. Payment shall be made under: i. Item No. 33 — F &I 6 -inch Resilient Wedge Gate Valve & Valve Box ii. Item No. 34 — F &I 8 -inch Resilient Wedge Gate Valve & Valve Box iii. Item No. 35 — F &I 12 -inch Resilient Wedge Gate Valve & Valve Box iv. Item No. 36 — F &I 16 -inch Resilient Wedge Gate Valve & Valve Box 8. 9. Bid Item No. 37 — F &I Combination Air Valve a. Description: This Bid Item describes measurement and payment for combination air valves for potable water and raw water pipelines. The quantity to be paid for under this item is the number of above ground combination air valves including polyethylene covers acceptably installed where shown on the Contract Drawings or where directed by the Project Representative. b. Measurement: Measurement will be per each based on the number of combination air valves with covers installed. c. Payment: The unit bid price includes furnishing and installing combination air valves, valve box and cover, fittings, megalugs, mega flange, polywrap, filter fabric, service saddle, joint restrainers, 2 -inch polyethylene tubing, ball valves and valve box, brass pipe, corp stop, concrete pad, stainless steel hose coupling, gravel bed, excavation, backf 11, compaction, dewatering, sheeting, shoring, asphalt pavement, driveway, concrete sidewalk, and concrete curb replacement; sod replacement, erosion control, and incidental construction associated with these items. d. Payment shall be made under: i. Item No. 37 — F &I Combination Air Valve 9. Bid Item No. 38 — Root Pruning a. Description: This Bid Item describes measurement and payment for root pruning of trees associated with the installation of the potable or raw water transmission or distribution piping. The quantity to be paid for under this item is the linear feet of trench in which tree roots are acceptably pruned as directed by the Owner or the Owner's authorized Project Representative. b. Measurement: Measurement will be horizontally, above the centerline of the pipe from beginning to end of root pruning activities in the trench as determined by the Owner or the Owner's authorized Project Representative. c. Payment: Payment will be according to the linear feet of trench in which tree roots are acceptably pruned as directed by the Owner or the City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT -(C) Issued for Bid Revised April 12, 2013 01 06 30 - 9 Owner's authorized Project Representative. The unit bid price shall include the services of a certified arborist, cutting the roots, cutting equipment, plastic barrier, and any other activity or equipment necessary to prune the tree roots until the work is accepted by the Owner or the Owner's authorized Project Representative. d. Payment shall be made under: i. Item No. 38 — Root Pruning 10. Bid Item No. 39 — Tree Barricades a. Description: This Bid Item describes measurement and payment for protective barricades around all trees and palms within or adjacent to the work zone, including all staging or lay down areas or as directed by the Owner or the Owner's authorized Project Representative. b. Measurement: The quantity of tree barricades to be paid for under this Item shall be measured as one lump sum quantity. c. Payment: The quantities, as determined above, shall be paid for at the contract lump sum price set out in the Proposal, which price and payment constitutes full compensation for all the work described herein. Payment will be made by project completion. No payment will be made if tree barricades are not utilized throughout the project as deemed necessary by the Owner or the Owner's authorized Project Representative. d. Payment shall be made under: i. Item No. 39 — Tree Barricades 11. Bid Item No. 40 — Remove Trees a. Description: This bid item describes measurement and payment to remove trees associated with the installation of pipelines. b. Measurement: Measurement shall be for each tree removed where shown on the plans or where directed by the Owner's Representative. c. Payment: Payment will be for each tree removed, as set forth in the Proposal. The unit bid price includes furnishing and installing all material and permits necessary for a complete and successful tree removal. d. Pay shall be made under: i. Item No. 40 — Remove Trees 12. Bid Item No. 41 — Sanitary Sewer Cleanouts a. a. This bid item describes measurement and payment for installation of sanitary sewer cleanouts on existing and active sanitary sewer service laterals impacted by the construction of the 16 -inch raw water transmission main. The quantity to be paid for under this item is the number of sanitary sewer cleanouts acceptably installed as shown on City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT -(C) Issued for Bid Revised April 12, 2013 01 06 30 - 10 the Contract Drawings or as directed by the Owner or the Owner's authorized Project Representative. b. Measurement will be on an individual basis for each sanitary sewer cleanout acceptably furnished and installed. Contractor shall locate existing and active sanitary sewer laterals for each property impacted by the construction of the 16 -inch raw water transmission main. The sanitary sewer laterals shall be marked in the field by the Contractor prior to installation of raw water transmission main. The Contractor shall be responsible for furnishing and installing each sanitary sewer cleanout as shown in the construction drawing details. A sanitary sewer cleanout shall be installed on each sanitary sewer lateral and located three (3) feet behind the curb. c. Payment will be for each sanitary sewer cleanout installed, as set forth in the Proposal. The Unit bid price shall include locating and marking the existing and active sanitary sewer laterals in the field, furnishing and installing sanitary sewer cleanouts, testing, excavation, backfill, bracing, shoring, sheeting, dewatering; sod, concrete, asphalt, brick, and stone replacement; and incidental materials and construction. The sanitary sewer cleanout shall be constructed as shown in the construction drawing details. d. Compensation for test pits for the location of existing utilities, sod replacement, asphalt pavement replacement, concrete driveway replacement, concrete sidewalk replacement; and concrete curb and gutter replacement shall be included under the unit cost for installing each sanitary sewer service cleanout. i. Item No. 41 — Sanitary Sewer Cleanouts 13. Bid Items Nos. 42 and 43 — Pipe Aerial Crossings a. Description: This Bid Item describes measurement and payment for aerial crossing of new ductile iron raw water mains attached to existing bridge structure at the location shown on the Contract Drawings. The quantity to be paid for under this item is the number of raw water pipe aerial crossings acceptably installed where shown on the plans and as directed by the owner's authorized Project Representative. b. Measurement: Measurement and payment will be on a lump sum basis for each pipe aerial crossing made, regardless of pipe size, type or length. Limits of the pay item are identified on the Contract Drawings. c. Payment: Payment will be made for each pipe aerial crossing and shall include furnishing and installing all pipe, fittings, pipe restraining devices and pipe supports as shown on the Contract Drawings and listed in the Bid Form or as directed by the Project Representative. It shall include full compensation for all labor, materials, machinery, combination air valve assemblies, saddles, demolition, asphalt pavement, concrete sidewalk, and concrete curb replacement; sod replacement, hydrostatic testing; pigging and disinfection, erosion City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT -(C) Issued for Bid Revised April 12, 2013 01 06 30 - 11 control, underdrain restoration, disposal of spoil or other materials and all other items necessary to complete this Bid Item. No additional compensation will be made for any materials or for repairs or required modifications to any bridge elements. d. Payment shall be made under: i. Item No. 42 — 16 -inch DI Pipe Aerial Crossing at Nursery Road (Sheet C26). ii. Item No. 43 — 16 -inch DI Pipe Aerial Crossing at Hercules Avenue (Sheet C38). 14. Bid Item Nos. 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57 — Wet taps a. Description: This Bid Item describes measurement and payment for connecting new potable or raw water mains to existing potable or raw water mains or to reconnect existing potable or raw water mains at the locations shown on the Contract Drawings. The quantity to be paid for under this Item is the number of connections or reconnections made to existing potable or raw water mains acceptably installed where shown on the plans and as directed by the owner's authorized Project Representative. b. Measurement: Measurement and payment will be on a lump sum basis for each bid item, regardless of pipe size, type or depth. Limits of the pay item are identified on the Contract Drawings. c. Payment: Payment will be made on a lump sum basis for each connection or reconnection within the respective limits of the pay item shown on the Contract Drawings and shall include furnishing and installing all pipe and fittings as shown on the Contract Drawings and listed in the Bid Form or as directed by the Project Representative. It shall include full compensation for all labor, materials, DI/HDPE mechanical joint adapters, wet tapping and associated valves and fittings, ductile iron spool pieces at tie -in locations between fittings and valves, restraint couplings, two 12 -gauge Extra High Strength copper -clad steel tracer wires, tracer wire testing, polyethylene encasement for DI pipe, excavation (including rock), dewatering, joints and jointing materials, cutting and capping of piping, piping removal, restrained joint pipe, sheeting and shoring, constructing the specified protection and adjusting of existing above ground and underground utilities and service connections; adjusting/relocating, bracing, supporting, protecting, or replacement of existing underground utilities including associated utility coordination; flowable fill grout, machinery, backfilling and compaction, asphalt pavement, driveway, concrete sidewalk, and concrete curb replacement; sod replacement, erosion control, disposal of spoil or other materials, underdrain restoration, hydrostatic testing; pigging and disinfection of all potable water lines and all other items necessary to complete this Bid Item. d. Payment shall be made under: City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT -(C) Issued for Bid Revised April 12, 2013 01 06 30 - 12 i. Item No. 44 — Connect to Existing 12 -inch WM at Martin Luther King Jr Av and Woodlawn St (Sheet C06). ii. Item No. 45 — Reconnect Existing 4 -inch WM from Existing 16 -inch WM to Proposed 8 -inch WM at Woodlawn St (Sheet C06). iii. Item No. 46 — Reconnect Existing Fire Hydrant from Existing 16 -inch WM to Proposed 8 -inch WM at Woodlawn St (Sheet C06). iv. Item No. 47 — Reconnect Existing 6 -inch WM from Existing 16 -inch WM to Proposed 8 -inch WM at Woodlawn St (Sheet C06). v. Item No. 48 — Connect to Existing 8 -inch WM at Woodlawn St (Sheet C06). vi. Item No. 49 — Reconnect Existing 6 -inch WM from Existing 16 -inch WM to Existing 8 -inch WM at Belleair Rd and Missouri Ave (Sheet C13). vii. Item No. 50 — Connect to Existing 16 -inch WM at Belleair Rd and Beverly Dr (Sheet C24). viii. Item No. 51 — Reconnections to Existing 16 -inch WM at Druid Rd and Progress Energy Easement (Sheet C53). ix. Item No. 52 — Reconnect Existing 6 -inch WM from Existing 16 -inch WM to Proposed 6 -inch WM at S.R. 60 east of Home Depot Entrance (Sheet C63). x. Item No. 53 — Connect Proposed 6 -inch WM to Existing 6 -inch WM at S.R. 60 west of Home Depot Entrance (Sheet C63). xi. Item No. 54 - Wet tap existing 16 -inch WM and connect new 8 -inch well main at Belleair Rd. and Highland Ave. intersection (Sheet C 14) xii. Item No. 55 — Wet tap Existing 10 -inch WM and reconnect Existing 6 -inch WM at Belleair Rd. and Highland Ave. intersection (Sheet C 14) xiii. Item No. 56 — Wet tap Existing 10 -inch WM and reconnect Existing 8 -inch WM at Belleair Rd. and Highland Ave. intersection (Sheet C 14) xiv. Item No. 57 — Wet tap Existing 8 -inch WM and reconnect Existing 8 -inch WM at Belleair Rd. and Highland Ave. intersection (Sheet C 14) 15. Bid Item No. 58 — Video Inspection, Pigging, Flushing, and Disinfection of Existing 16 -inch Water Main from S Martin Luther King Ave to Beverly Dr and from Druid Rd to Gulf -to -Bay Blvd a. Description: This Bid Item describes measurement and payment for video inspection, pigging, flushing, and disinfection of an existing 16- inch water main. The quantity to be paid for under this Item is the linear feet of pipe acceptably videotaped, pigged, flushed and disinfected. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT -(C) Issued for Bid Revised April 12, 2013 01 06 30 - 13 b. Measurement: Measurement will be horizontally, above the centerline of the pipe, and includes the length of any valves or fittings. c. Payment: Payment will be made for the linear feet of pipe videotaped, pigged, flushed, and disinfected at the applicable contract unit price. The Bid Item shall include all labor and equipment necessary to successfully complete the above listed operations including but not limited to excavation, backfill, compaction, access points for camera insertion, pig insertion points, chemical injection points, water for flushing, disinfection chemical, dewatering, bracing, shoring and sheeting, adjusting/relocating, supporting, protecting, or replacement of existing underground utilities including associated utility coordination, replacement of asphalt pavement, driveway, concrete sidewalk, concrete curb replacement sod replacement, disposal of spoil or other materials; line stops, erosion control. d. No additional payment will be made for installation of sod where existing sod is disturbed by the Contractor away from the new pipeline alignment, service connections, or meter boxes unless directed by the Owner or the Owner's authorized Project Representative. e. Payment shall be made under: i. Item No. 58 — Inspection, Pigging, Flushing, and Disinfection of Existing 16 -inch Water Main 16. Bid Item No. 59 — Sod Restoration as Directed by the Owner or the Owner's Authorized Project Representative a. Description: This Bid Item describes measurement and payment for sod restoration, beyond the limits defined in other pay items, as directed by the Owner or the owner's authorized Project Representative. The quantity to be paid for under this Item is the area in square yards acceptably furnished and installed. b. Measurement: Measurement will be the horizontal measurement of the square yards of sod installed as determined by the Owner or the owner's authorized Project Representative. c. Payment: Payment will be made for the square yards of sod installed at the applicable contract unit price and shall include all labor, equipment, soil preparation, furnishing and installing sod, rolling, mowing, watering and any other measures necessary to establish and maintain a healthy stand of grass until the Owner or the owner's authorized Project Representative accepts the work. d. No additional payment will be made for installation of sod where existing sod is disturbed by the Contractor away from the new pipeline alignment, service connections, or meter boxes unless directed by the Owner or the Owner's authorized Project Representative. e. Payment shall be made under: City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT -(C) Issued for Bid Revised April 12, 2013 01 06 30 - 14 i. Item No. 59 — Sod Restoration as Directed by the Owner or the Owner's Authorized Project Representative 17. Bid Item No. 60 — Concrete Driveway Restoration as Directed by the Owner or the Owner's Authorized Project Representative a. Description: This Bid Item describes measurement and payment for concrete driveway restoration, beyond the limits defined in other pay items, as directed by the Owner or the owner's authorized Project Representative. The quantity to be paid for under this Item is the area in square yards acceptably furnished and installed. b. Measurement: Measurement will be the horizontal measurement of the square yards of concrete driveway restored as determined by the Owner or the Owner's authorized Project Representative. c. Payment: Payment will be made for the square yards of concrete driveway installed at the applicable contract unit price and shall include all labor, equipment, providing and installing formwork, steel reinforcing, concrete, and finishing for concrete driveways. For other driveway materials including, but not limited to brick pavers, shell and colored concrete, the driveway shall be replaced to its original condition. d. No additional payment will be made for driveway restoration where existing driveways are disturbed by the Contractor away from the new pipeline alignment, service connections, or meter boxes unless directed by the Owner or the Owner's authorized Project Representative. e. Payment shall be made under: i. Item No. 60 — Concrete Driveway Restoration as Directed by the Owner or the Owner's Authorized Project Representative 18. Bid Item No. 61 — Concrete Sidewalk Restoration as Directed by the Owner or the Owner's Authorized Project Representative a. Description: This Bid Item describes measurement and payment for concrete sidewalk restoration, beyond the limits defined in other pay items, as directed by the Owner or the Owner's authorized Project Representative. The quantity to be paid for under this Item is the area in square yards acceptably furnished and installed. b. Measurement: Measurement will be the horizontal measurement of the square yards of concrete sidewalk restored as determined by the Owner or the Owner's authorized Project Representative. c. Payment: Payment will be made for the square yards of concrete sidewalk installed at the applicable contract unit price and shall include all labor, equipment, formwork, steel reinforcing, concrete, and finishing for concrete sidewalks. For other sidewalk materials, the sidewalk shall be replaced to its original condition. d. No additional payment will be made for sidewalk restoration where existing sidewalks are disturbed by the Contractor away from the new City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT -(C) Issued for Bid Revised April 12, 2013 01 06 30 - 15 pipeline alignment, service connections, or meter boxes unless directed by the Owner or the Owner's authorized Project Representative. e. Payment shall be made under: i. Item No. 61 — Concrete Sidewalk Restoration as Directed by the Owner or the Owner's Authorized Project Representative 19. Bid Item No. 62 — Concrete Curb Restoration as Directed by the Owner or the Owner's Authorized Project Representative a. Description: This Bid Item describes measurement and payment for concrete curb restoration, beyond the limits defined in other pay items, as directed by the Owner or the Owner's authorized Project Representative. The quantity to be paid for under this Item is the length in linear feet acceptably furnished and installed. b. Measurement: Measurement will be the horizontal measurement of the linear feet of concrete curbs restored as determined by the Owner or the Owner's authorized Project Representative. c. Payment: Payment will be made for the linear feet of concrete curbs installed at the applicable contract unit price and shall include providing and installing precast concrete curbs, formwork, steel reinforcing, concrete and finishing to match existing curb type. d. No additional payment will be made for curb restoration where existing curbs are disturbed by the Contractor away from the new pipeline alignment, service connections, or meter boxes unless directed by the Owner or the Owner's authorized Project Representative. e. Payment shall be made under: i. Item No. 62 — Concrete Curb Restoration as Directed by the Owner or the Owner's Authorized Project Representative 20. Bid Item No. 63 — Underdrain Restoration as Directed by the Owner or the Owner's Authorized Project Representative a. Description: This Bid Item describes measurement and payment for underdrain including restoration, beyond the limits defined in other pay items, as directed by the Owner or the Owner's authorized Project Representative. The quantity to be paid for under this Item is the length in linear feet acceptably furnished and installed. b. Measurement: Measurement will be the horizontal measurement of the linear feet of underdrains restored as determined by the Owner or the Owner's authorized Project Representative. c. Payment: Payment will be made for the linear feet of underdrain installed at the applicable contract unit price and shall include providing and installing perforated PVC pipe, non - degrading fibrous filter material, filter aggregate and all other related and necessary materials, work and equipment necessary to provide a finished and operable underdrain. Underdrain shall be restored per City standard City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT -(C) Issued for Bid Revised April 12, 2013 01 06 30 - 16 underdrain detail on Sheet 90 of the Construction Drawings and in accordance with the Contract Specifications. d. No additional payment will be made for underdrain restoration where existing underdrains are disturbed by the Contractor away from the new pipeline alignment, service connections, or meter boxes unless directed by the Owner or the Owner's authorized Project Representative. e. Payment shall be made under: i. Item No. 63 — Underdrain Restoration as Directed by the Owner or the Owner's Authorized Project Representative 21. Bid Item No. 64 — Asphalt Paving Restoration as Directed by the Owner or the Owner's Authorized Project Representative a. Description: This Bid Item describes measurement and payment for asphalt paving restoration, beyond the limits defined in other pay items, as directed by the Owner or the Owner's authorized Project Representative. The quantity to be paid for under this Item is the area in square yards acceptably furnished and installed. b. Measurement: Measurement will be the horizontal measurement of the square yards of asphalt paving restored as determined by the Owner or the Owner's authorized Project Representative. c. Payment: Payment will be made for the square yards of asphalt paving installed at the applicable contract unit price and shall include asphaltic concrete, base material, sub -base material, compaction, miscellaneous equipment and materials, testing and incidental work items. Milling and resurfacing of open cut intersections. d. No additional payment will be made for asphalt paving restoration where existing asphalt paving is disturbed by the Contractor away from the new pipeline alignment, service connections, or meter boxes unless directed by the Owner or the Owner's authorized Project Representative. e. Payment shall be made under: i. Item No. 64 — Asphalt Paving Restoration as Directed by the Owner or the Owner's authorized Project Representative. 22. Bid Item No. 65 — Unsuitable Material Excavation Below Grade as Directed by the Owner or the Owner's Authorized Project Representative a. Description: This bid item describes measurement and payment for additional material excavated below the normal trench depth beyond the limits defined in other pay items, as directed by the Owner or the Owner's authorized Project Representative. b. Measurement: The quantity to be paid for under this item is the volume in cubic yards of material removed as determined by field dimensions City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT -(C) Issued for Bid Revised April 12, 2013 01 06 30 - 17 or survey and approved by the Owner or the Owner's authorized Project Representative. c. Payment: Payment will be for the number of cubic yards of material removed. The unit bid price includes labor, equipment, excavation, hauling, disposal, dewatering, and incidental items necessary to accomplish the work. d. Payment shall be made under: i. Item No. 65 — Unsuitable Material Excavation Below Grade as Directed by the Owner or the Owner's Authorized Project Representative. 23. Bid Item No. 66 — Select Backfill Below Grade as Directed by the Owner or the Owner's Authorized Project Representative a. Description: This bid item describes measurement and payment for select backfill below grade beyond the limits defined in other pay items, as directed by the Owner or the Owner's authorized Project Representative. b. Measurement: The quantity to be paid for under this item is the volume in cubic yards of material furnished, placed and compacted as determined by field dimensions or survey and approved by the Owner or the Owner's authorized Project Representative. c. Payment: Payment will be per cubic yard of material furnished, placed and compacted. The unit bid price includes labor, equipment, excavation, hauling, disposal, dewatering, and incidental items necessary to accomplish the work. d. Payment shall be made under: i. Item No. 66 — Select Backfill Below Grade as Directed by the Owner or the Owner's Authorized Project Representative. 24. Bid Item No. 67 — Asphalt Overlay as Directed by the Owner or the Owner's Authorized Project Representative a. Description: This bid item describes measurement and payment for asphalt pavement overlay placed beyond the limits defined in other pay items, as directed by the Owner or the Owner's authorized Project Representative. b. Measurement: The quantity to be paid for under this item is the area in square yards of asphaltic concrete paving acceptably furnished and installed as directed by the Owner or the Owner's authorized Project Representative. c. Payment: Payment will be according to the area in square yards of pavement overlay and the type of paving material as set forth on the Proposal. The unit bid price includes furnishing and installing asphaltic concrete, surface asphalt milling, miscellaneous equipment and materials, testing and incidental work items. City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT -(C) Issued for Bid Revised April 12, 2013 01 06 30 - 18 d. No payment will be made for the installation of asphalt paving overlay where existing asphalt is disturbed by the Contractor away from the alignment of the new pipeline unless it is approved by the Owner's Representative. e. Payment shall be made under: i. Item No. 67— Asphalt Overlay as Directed by the Owner or the Owner's Authorized Project Representative. 25. Bid Item No. 68 — F &I Pull Boxes for Communication Conduits a. Description: This Bid Item describes measurement and payment for pull boxes for communication conduits. The quantity to be paid for under this item is the number of pull boxes including covers acceptably installed as shown on the Contract Drawings or where directed by the Project Representative. b. Measurement: Measurement will be per each based on the number of pull boxes with covers installed. c. Payment: The unit bid price includes furnishing and installing pull box and cover, fittings, grounding, excavation, backfill, compaction, dewatering, sheeting, shoring, asphalt pavement, driveway, concrete sidewalk, and concrete curb replacement; sod replacement, erosion control, and incidental construction associated with these items. d. Payment shall be made under: i. Item No. 68 — F &I Pull Boxes for Communication Conduits 26. Bid Item 69 — Owner's 10% Contingency a. The work covered by this Bid Item consists of unforeseen items of work not included in other bid items but necessary for accomplishing the work and shall apply only to extra work or additional items over and above those specified or shown on the plans. The cost for unforeseen Utility Relocations will be paid for under a separate Pay Item. The cost of this additional work shall be agreed upon in writing and approved by the Owner or his authorized representative prior to starting this additional work. The value of the work shall be based on unit prices or similar bid items called for in the Proposal. b. Measurement: The quantities and cost of unspecified work to be paid under this item shall be agreed upon and approved in writing by the Owner or his authorized representative prior to starting this unspecified work. c. The bid price for this Bid Item shall be ten percent (10 %) of the total bid. This item will be treated as an allowance, against which the Owner, at his discretion, may direct work not shown on the plans, or require other additional work which falls within the general scope of work for the project, as approved in writing from the Owner. Each City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT -(C) Issued for Bid Revised April 12, 2013 01 06 30 - 19 dollar of cost for the additional work will be considered one unit. The final project change order shall include all additional costs approved under the contingency. This item is for contingency if required during the course of the project to facilitate the project, and will be paid only after written authorization to include the item in the progress payments. B. Note for: Sod, Asphalt Pavement, Driveway, Concrete Sidewalk and Concrete Curb Replacement, Unsuitable Material Excavation Below Grade, Select Backfill Below Grade and Asphalt Overlay 1. All costs associated with sod, asphalt pavement, driveway, concrete sidewalk and curb restoration and replacement, unsuitable material excavation below grade, select backfill below grade and asphalt overlay shall be included in the unit prices bid for the potable or raw water piping installed. No additional payment will be made for these items unless directed by the Owner or the Owner's authorized Project Representative. C. Note for: Erosion Control 1. No additional payment will be made for erosion control features for potable or raw water piping installation to protect the work areas and adjacent property. All costs associated with this item shall be included in the unit prices bid for the linear feet of potable or raw water piping. 2. Erosion control may include sheeting, shoring, trenching boxes, artificial coverings, mowing, sandbagging, slope drains, sediment basins, cleanouts, baled hay and straw, floating silt barrier, staked silt barrier, staked silt fence and seeding. 3. Erosion control is considered a subsidiary obligation of the Contractor and shall include furnishing and installing material, routine maintenance, mowing and removal of temporary erosion control features upon completion of construction. END OF SECTION City of Clearwater WTP No. 2- Contract 3: Raw Water Transmission Main Expansion Project 10- 0039- UT -(C) Issued for Bid Revised April 12, 2013 01 06 30 - 20 1 BOARD OF COUNTY COMMISSIONERS Nancy Bostock Neil Brickfield I Susan latvala John Morroni Norm Roche Karen Williams Seel Kenneth T. Welch 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Rob Fahey, PE City of Clearwater 100 South Myrtle Avenue #220 Clearwater, FL 33756 Right -of -Way Utilization Permit Number 12 -0613 March 6, 2013 Re: New Raw Water Piping for City of Clearwater's Water Treatment Plant No. 2 Contract Nos. 2 and 3. (Revised Approval for Amended Plan Sheet C14. Signed & Sealed by Janine M. Alexander. PE, Dated 02/21/13) Dear Mr. Fahey: We are enclosing your approved Utilization Permit covering the proposed construction described below: Install new raw water lines at various locations to include: intersection of Drew St and McMullen Booth Rd, Lakeview Rd and Highland Avenue, Lakeview Rd from Highland to Belleair Rd, intersection of Missouri and Belleair Rd, intersection of Beverly Dr and Belleair Rd, Beverly Drive between Belleair Rd and Nursery Rd, Nursery Rd between Beverly Drive and Gateway Drive, intersection of Lakeview Rd and Hercules Avenue, intersection of Druid Rd and Belcher Rd, Druid Rd between 2nd St and Edenville Ave, and Drew St between Old Coachman Rd and US 19 This letter must be attached to and made part of the approved Utilization Permit, making the following conditions binding to the Permit: 1. It is the responsibility of the engineer of record to procure all necessary permits that are required by the agencies that are affected by the proposed construction. 2. Contact Pinellas County DEI Area Inspector Gene Crosson in the event of any unforeseen circumstances (727 - 580 - 6516). 3. Locate all existing underground utilities, including storm and underdrain systems, prior to beginning work. PLEASE ADDRESS REPLY TO: 440 Court Street Clearwater, Florida 33756 Phone: (727) 464 -3888 4. The contractor shall provide and maintain a safe and easily accessible paved or unpaved pathway for pedestrian traffic through the work zone for the duration of the construction project in accordance with FDOT Index 660 and ADA Standards. If the pathway lies along a designated school walking route, then the contractor must provide adequate supervision and/or guidance to the school aged students as they traverse through the work zone. 5. All right -of -way installations will be in accordance with practices referenced in the State of Florida Utilities Accommodations Manual. 6. All design and construction must conform to the minimum standards set down in Pinellas County Land Development, Zoning and/or related Ordinances, and Minimum Testing Frequency requirements. 7. Any sidewalk which becomes undermined must be removed and replaced. Sidewalks are to be reconstructed within three (3) days after removal. When existing sidewalk is removed, it is to be removed to the nearest joint. 8. Compaction for backfill shall comply with AASHTO T -99 (100 %). 9. Disturbed area within the right-of-way will be compacted to 100% of maximum density and sodded. 10. No stockpiling of material in roadway or on sidewalk. All dirt and debris will be removed from job site daily. Roads and sidewalk to be swept daily as part of daily clean up. Before this Permit becomes effective, it will be necessary to contact the Utility Notification Center, "Call Sunshine ", (1- 800 - 432 -4770) not Tess than 48 hours or more than five (5) days prior to construction. Sincerely, Patrick S. Fox BDRS Regulatory Services rup12 -0613 ula.docx Enclosure cc: Gene Crosson, Sr. Inspector, DEI I, BOARD OF COUNTY COMMISSIONERS Nancy Rostock Neil Brickfield Susan Latvala John Morroni Norm Roche Karen Williams Seel Kenneth T. Welch Rob Fahey, PE City of Clearwater 100 South Myrtle Avenue #220 Clearwater, FL 33756 Pinell BUILDING & DEVELOPMENT REVIEW SERVICES Right -of -way Utilization Permit Number 12 -0613 January 16, 2013 Re: New Raw Water Piping for City of Clearwater's Water Treatment Plant No. 2 Contract Nos. 2 and 3 Dear Mr. Fahey: We are enclosing your approved Utilization Permit covering the proposed construction described below: Install new raw water lines at various locations to include: intersection of Drew St and McMullen Booth Rd, Lakeview Rd and Highland Avenue, Lakeview Rd from Highland to Belleair Rd, intersection of Missouri and Belleair Rd, intersection of Beverly Dr and Belleair Rd, Beverly Drive between Belleair Rd and Nursery Rd, Nursery Rd between Beverly Drive and Gateway Drive, intersection of Lakeview Rd and Hercules Avenue, intersection of Druid Rd and Belcher Rd, Druid Rd between 2nd St and Edenville Ave, and Drew St between Old Coachman Rd and US 19 This letter must be attached to and made part of the approved Utilization Permit, making the following conditions binding to the Permit: 1. It is the responsibility of the engineer of record to procure all necessary permits that are required by the agencies that are affected by the proposed construction. 2. Contact Pinellas County DEI Area Inspector Gene Crosson in the event of any unforeseen circumstances (727 - 580 - 6516). 3. Locate all existing underground utilities, including storm and underdrain systems, prior to beginning work. PLEASE ADDRESS REPLY TO: 440 Court Street Clearwater, Florida 33756 Phone: (727) 464 -3888 4. The contractor shall provide and maintain a safe and easily accessible paved or unpaved pathway for pedestrian traffic through the work zone for the duration of the construction project in accordance with FDOT index 660 and ADA Standards. If the pathway lies along a designated school walking route, then the contractor must provide adequate supervision and/or guidance to the school aged students as they traverse through the work zone. 5. All right - of-way installations will be in accordance with practices referenced in the State of Florida Utilities Accommodations Manual. 6. All design and construction must conform to the minimum standards set down in Pinellas County Land Development, Zoning and/or related Ordinances, and Minimum Testing Frequency requirements. 7. Any sidewalk which becomes undermined must be removed and replaced. Sidewalks are to be reconstructed within three (3) days after removal. When existing sidewalk is removed, it is to be removed to the nearest joint. 8. Compaction for backfill shall comply with AASHTO T -99 (100 %). 9. Disturbed area within the right -of -way will be compacted to 100% of maximum density and sodded. 10. No stockpiling of material in roadway or on sidewalk. All dirt and debris will be removed from job site daily. Roads and sidewalk to be swept daily as part of daily clean up. Before this Permit becomes effective, it will be necessary to contact the Utility Notification Center, "Call Sunshine ", (1- 800 - 432 -4770) not less than 48 hours or more than five (5) days prior to construction. Sincerely, • may ?`% Lora Strong BDRS Regulatory Services rup12 -0613 ula.docx Enclosure cc: Gene Crosson, Sr. Inspector, DEI Pinerias County Building & Development Review Services RIGHT OF WAY UTILIZATION PERMIT PERMIT THE COUNTY OF PINELLAS, a political subdivision of the State of Florida, hereinafter called the Permitter, hereby grants to Rob Fahey. P.E. of pity of Clearwater, 100 Soutti Myrtle Ave. #220. Clearwater. FL 33756 (Nacre?) (Street Address, City, State, Zip) hereinafter called the Permittee, a Permit to construct ❑, operate 0, maintain ❑, renew ❑ and/or remove ❑ new raw water piping for the City of Clearwater's Water Treatment Plant #2 on attached plan along, across, beneath, or over right of way and/or property of Permitter at the following location: County Road No. (see attached) Name: (see attached) Parcel ID No. N/A situated at (see attached) , Florida, subject to the following provisions and conditions: (Address or Street intersediorr) 1. Construction, operation and maintenance of such utility shall not interfere with property and rights of prior occupant. 2. The construction, operation and maintenance of such utility shall not create obstruction or conditions which are or may become dangerous to the traveling public. 3 All work must be done in keeping with standards of the Florida Department of Transportation Manual of Uniform Minimum Standards for Design, Construction and Maintenance for Streets and Highways, Roadway and Traffic Design Standards, Florida Department of Transportation Standard Specifications for Road and Bridge Construction. AASHTO and by the County Director or his agent. 4. All materials and equipment shall be subject to inspection by an Engineer of the County or his agent. 5. The Permittee shall and does hereby agree to indemnify, pay the cost of defense, and save harmless the Permitter from and against payment of all claims, suits, actions, costs, attomeys' fees, expenses, damages, judgments, or decrees by reason of any person or persons or property being damaged or injured by the Permittee, his employees, agents or sub - contractors or in any way attributable to the performance, prosecution, construction, operation, or maintenance of work herein permitted by Permitter and resulting from negligent acts or omissions of said Permittee In connection with the work herein permitted. 6. The Permittee shall repair any damage or injury to the road or highway or other County property by reason of the exercise of any of the privileges granted in this Permit, and shall repair the same promptly, within seven (7) days of opening, restoring it to a condition at least equal to that which existed immediately prior to the infliction of such damage or injury. (Note: All portions of the right of way other than paved areas disturbed by the construction of this utility will be compacted, grassed and mulched or sodded as required.) 7. All overhead installations shall conform to clearance standards of the State Utilities Accommodation Guide and all underground crossing installations shall be laid at a minimum depth of 36" below pavement, or at such greater depth as Permitter may require. 8. In the event of widening, repair or reconstruction of said road, the Permittee shall move or remove said utility installation at no cost to the Permitter. 9. This permit creates a permissive use only and the placing of facilities upon County property pursuant hereto shall not operate to create or to vest any property rights in said Permittee and is granted in perpetuity subject to termination by the Perm itteej upon the giving of 30-days notice in writing to the Permittee. 10. The Permittee shall furnish the Permitter with a survey showing the exact locations of all facilities to be ttio this permit, said survey to be sufficiently detailed to allow location of said installation by reference thereto. The attached plan, covering details of this installation, shall be a part of this permit. Upon completion of installation, if field adjustments are made, an as -built drawing will have to be submitted. 11. Section comer monuments subject to displacement shall first be referenced and later reset by a Florida Registered Lan yor. 12. All activities in accordance with this permit will require conformance to the "Manual on Traffic Control and Safe Practices for Street and Highway Construction, Maintenance and Utility Operations.' (Chapter 316 Florida Statutes) 13. The Permittee's attention is directed to the provisions of the Trench Safety Act (Florida Statutes, Section 553.60 et seq.) and the Occupational Safety and Health Administration Excavation Safety Standards (29 C.F.R. Section 1926.650, Subpart P) which shall apply to construction, operation, and maintenance pursuant to this permit. 14. Compaction within right of way to meet Pinellas County Minimum Standards. 15. Public Works Operations is to be notified a minimum of 48 hours prior to beginning work at 464 -8900, otherwise the Permit will be voided. 16. If this permit is for a monitor well, copies of all testing reports are to be forwarded to Pinellas County Regulatory Services. 17. The Permittee shall commence construction within 60 days from the date of this permit and it shall be completed within 540 days. Permittee or Agent Rob Fahey TYPE OR PRINT NAME Project Manager. Janine M. Alexander. P.E. Rev 8/4/2010 Phone: (727) 562-4608 Date: 9/4/2012 /iza Date: 9/4/2012 1 APPLICATION 4UBMITTAL INSTRUCTIONS, 1. Description and nature of the proposed installation shall be outlined in the two blank lines on application. 2. The bottom of Application Sheet 1 shall be signed by applicant or his agent. 3. On the attached plan, the following data shall be supplied: a. The plan shall show the right of way lines and the widths of right of way. The offset distance from the centerline of the proposed installation shall be shown and the scope of the proposed project, with all the distances and sizes dearly indicated. b. Typical cross section shall be furnished showing width of pavement, width of right of way on each side, offset distance from centerline to proposed installation and any pertinent data to sidewalks, curbs and gutters, etc. c. Indicate type of installation on both typical cross section and plan view. d. All pertinent drainage information and calculations or justification for size of pipe and/or grading. 4. All improvements within County maintained right of way shall conform to Florida Departrnent of Transportation requirements and /or Pinellas County Subdivision requirements. 5. All applications for water and sewer lines must be separate applications and countersigned by the utility involved prior to submittal. 6. This form is to be made out in QUADRUPLICATE with four (4) drawings; one fully executed copy will be retumed to you after approval. 7. There is a variable processing fee that must be received prior to the issuance of the permit. Please make check payable to Board of County Commissioners. 8. Due to the extensive work being done in Pinellas County right of way, please provide proof that you meet the following insurance requirements: 'Comprehensive General Liability Insurance including, but not limited to, Independent Contractor, Contractual, Premises/Operations, Products/Completed Operation, Explosion, Collapse and Underground, and Personal Injury covering the liability assumed under indemnification provisions of this permit, with limits of liability for personal injury and/or bodily Injury, including death, of not less than $300,000, each occurrence; and property damage of not less than $100,000, each occurrence. (Combined Single Limits of not less than $300,000, each occurrence, will be acceptable unless otherwise stated) Coverage shall be on an 'occurrence" basis, and the policy shall include Broad Form Property Damage coverage, and Fire Legal Liability of not less than $50,000 per occurrence, unless otherwise stated by exception herein.' THE UTILITY NOTIFICATION CENTER "CALL SUNSHINE" (1-800- 4324770) MUST BE NOTIFIED 48 HOURS IN (ADVANCE OF CONSTRUCTION. Pinellas County BDRS Regulatory Services 310 Court Street, 1st Floor Clearwater, FL 33758 (727) 484 -3404 OR 484 -3394 UTILITY COUNTERSIGN (Name/Title) (Date) TO BE FILLED OUT BY PINELLAS COUNTY REGULATORY SERVICES Sod required Yes No Open cut Yes No PINELLAS Date: Jack and bore Yes No Directional bore Yes No UI ITY, FLORIDA, Actin's y Authority f the Board of County Commissioners /r3 • J egutatory Se ces Section SEE ATTACHED LETTER FOR ADDITIONAL CONDITIONS TO THIS UTILITY PERMIT. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Pinellas County Road Right -of -Ways Impacted by WTP #2 Pipeline Project Co. Road No. Name Location Drawing No. 611 N. McMullen Booth Rd. (Clearwater) Intersection of Drew St and N. McMullen Booth Rd. Contract #3: C74 -C75 488 Lakeview Rd. (Clearwater) 600 ft west of S. Highland Ave. to S. Highland Ave. Contract #3: C22 -23 S. Highland Ave. (Clearwater) Lakeview Rd. to Belleair Rd. Contract #3: C 14 -C22 464 Belleair Rd. (Clearwater) Intersection of Missouri Ave. and Belleair Rd. Intersection of Beverly Dr. and Belleair Rd. Contract #3: C13, C24 Beverly Dr (Clearwater) Between Belleair Rd and Nursery Rd Contract #3: C24 -C26 474 Nursery Rd (Clearwater) Between Beverly Dr and Gateway Dr Contract #3: C26 -C28 488 Lakeview Rd. (Clearwater) Intersection of S Hercules Ave and Lakeview Rd Contract #3: C33, C38 501 Belcher Rd (Clearwater) Intersection of Druid Rd and Belcher Rd Contract #3: C47 Druid Rd (Clearwater) Between 2nd St and Edenville Ave Contract #3: C50 -052 528 Drew St (Clearwater) Between Old Coachman Rd and US19 Contract #2: C11 -C12 PEW S 1,000 2,000 Feet 4,000 Itteli%"4 ILNIM "J. " :Z • 41ri - I a:4 r 4 el, 41 uwa 11 r •r* Legend Connection Points Existing 16-inch Transmission Main Existing Pipe CITY OF CLEARWATER RAW WATER TRANSMISSION MAIN EXPANSION PROJECT Connection Point Distances Document Path: G: \Ogis \102006_Clearwater-ROVVTP2 \_MXDs\ Existing 16-inch Main Connection Points\ Existing 16-inch Main Connection Points System.mxd System Map CITY OF CLEARWATER RAW WATER TRANSMISSION MAIN EXPANSION PROJECT Distance Between Connection 1 -2 Document Path: G: \Ogis \102006_Clearwater- ROWTP2\ MXDs \Existing 16 -inch Main Connection Points \Existing 16 -inch Main Connection Points Maps.mxd S E Distance 989 -feet LEGEND XConnection Points Existing 16 -inch Transmission Main Existing Pipe Figure 1 MI •- r • I•• NM MI I MO ••• I c MA m II lnai(k ?i:.6 A ^'T" ^r ^' FARWArrR w E Distance 108 -feet LEGEND XConnection Points Existing 16 -inch Transmission Main Existing Pipe RAW WATER TRANSMISSION MAIN EXPANSION PROJECT Distance Between Connection 2 -3 Figure 2 Document Path: G:\ Ogis \102006_Clearwater- ROWTP2 \_MXDs \Existing 16 -inch Main Connection Points \Existing 16 -inch Main Connection Points Maps.mxd • - - • MI MI - •• MI r OM • r I MN MI MI UM CITY OF CLEAPWnTEP E Distance 35 -feet LEGEND XConnection Points Existing 16 -inch Transmission Main Existing Pipe RAW WATER TRANSMISSION MAIN EXPANSION PROJECT Distance Between Connection 3 -4 Figure 3 I Document Path: G:\ Ogis \102006_Clearwater- ROWTP2 \_MXDs \Existing 16 -inch Main Connection Points \Existing 16 -inch Main Connection Points Maps.mxd Ong S E Distance 122 -feet LEGEND XConnection Points Existing 16 -inch Transmission Main Existing Pipe N ! I — ! all — — • ! MN ! — w ! — — ! — CITY OF CLEARWATER RAW WATER TRANSMISSION MAIN EXPANSION PROJECT Distance Between Connection 4 -5 Document Path: G: \Ogis\102006_Clearwater- ROWTP2\ MXDs \Existing 16 -inch Main Connection Points \Existing 16 -inch Main Connection Points Maps.mxd Figure 4 j • MO • MI MI •• MI all MO M OM — I— N M =• • RBI Document Path: G: \Ogis \102006_Clearwater- ROWTP2\ MXDs \Existing 16 -inch Main Connection Points \Existing 16 -inch Main Connection Points Maps.mxd '''T" OF CLEARWATER RAW WATER TRANSMISSION MAIN EXPANSION PROJECT Distance Between Connection 5 -6 N S E Distance 57 -feet LEGEND XConnection Points Existing 16 -inch Transmission Main Existing Pipe Figure 5 I • • ! OM - - - • MI = • • - - • • - - - CITY OF CI FARWATER N E Distance 238 -feet LEGEND XConnection Points — Existing 16 -inch Transmission Main Existing Pipe RAW WATER TRANSMISSION MAIN EXPANSION PROJECT Distance Between Connection 6 -7 Document Path: G:\ Ogis \102006_Clearwater- ROWTP2 \_MXDs \Existing 16 -inch Main Connection Points \Existing 16 -inch Main Connection Points Maps.mxd Figure 6 I MN - ■r i M s MI - I OM • I• I MN • -- MI rtry n, ,. E Distance 1790 -feet LEGEND XConnection Points Existing 16 -inch Transmission Main Existing Pipe RAW WATER TRANSMISSION MAIN EXPANSION PROJECT Distance Between Connection 7 -8 Figure / Document Path: G:\ Ogis \102006_Clearwater- ROWTP2 \_MXDs \Existing 16 -inch Main Connection Points \Existing 16 -inch Main Connection Points Maps.mxd I• MI • r N I•• M NM E••• MI 1 ITN/ nr AM MATER W E Distance 1100 -feet LEGEND XConnection Points — Existing 16 -inch Transmission Main Existing Pipe RAW WATER TRANSMISSION MAIN EXPANSION PROJECT Distance Between Connection 8 -9 Figure 8 Document Path: G: \Ogis \102006_Clearwater- ROWTP2\ MXDs \Existing 16 -inch Main Connection Points \Existing 16 -inch Main Connection Points Maps.mxd E • MN • IIIIII • • • • • NM • • • NMI IIIIII MI S { 1 t «., � w e x ffi Ilk, � g w t .4 w Y - rtl s - ^ i, 0 e - +y? i q. < �sr. .,,, ,,,. ., ...v,. , , V D i. ' ' \ \ "/'*-0-- vit.'14:,,'' le 34 — qi , -- N,4",:::.:. 0. :'„ --,INI *,:ii j*" .,;f r .. . ,, ,_ e',••-' INN . . .. lot ,. • jj g 1 ter' tia , °' f a ,' . ! ., a, s X� o • x - '- f g •` �.ka p - _ ,� @ . tLLGREST `° i ...., ' $7.; 4 1: i I a 4 (;pry 8 1 , !�l i I. ' g,; A , Z 1 � _ e � r. es _ ' : * ' . F '.1 -e i # , • �i / /rr i ' i !� , = ^ITV {1F ^, FAR "ATFR RAW WATER TRANSMISSION MAIN EXPANSION PROJECT Distance Between Connection 9 -10 N W E Distance 1770 -feet LEGEND XConnection Points Existing 16 -inch Transmission Main Existing Pipe Document Path: G:\ Ogis \102006_Clearwater- ROWTP2 \_MXDs \Existing 16 -inch Main Connection Points \Existing 16 -inch Main Connection Points Maps.mxd Figure 9 I • • • • I • • • - - M - - • • • = ! CITY OF CLEAR:.'ATER S E Distance 1186 -feet LEGEND XConnection Points Existing 16 -inch Transmission Main Existing Pipe RAW WATER TRANSMISSION MAIN EXPANSION PROJECT Distance Between Connection 10 -11 Figure 10 I Document Path: G:\ Ogis \102006_Clearwater- ROWTP2 \_MXDs \Existing 16 -inch Main Connection Points \Existing 16 -inch Main Connection Points Maps.mxd M!! = MI MN NM • M I•• MI ! = UM cgs CITY OF CLEARWATER RAW WATER TRANSMISSION MAIN EXPANSION PROJECT Distance Between Connection 11 -12 Document Path: G:\ Ogis \102006_Clearwater- ROWTP2\_MXDs \Existing 16 -inch Main Connection Points \Existing 16 -inch Main Connection Points Maps.mxd N E Distance 62 -feet LEGEND XConnection Points — Existing 16 -inch Transmission Main Existing Pipe Figure 11 - W S E Distance 244 -feet LEGEND XConnection Points • Existing 16 -inch Transmission Main Existing Pipe ! MO ! MI = NM ! ! ! ! ! - • M MI E ! ! CITY OF CLEARWATER RAW WATER TRANSMISSION MAIN EXPANSION PROJECT Distance Between Connection 12 -13 Figure 12 j Document Path: G:\ Ogis \102006_Clearwater- ROWTP2 \_MXDs \Existing 16 -inch Main Connection Points \Existing 16 -inch Main Connection Points Maps.mxd • • MO • MN • • • • • ma E me E ! • — ! INNI W S E Distance 286 -feet LEGEND XConnection Points — Existing 16 -inch Transmission Main Existing Pipe CITY OF CL EARWATER RAW WATER TRANSMISSION MAIN EXPANSION PROJECT Distance Between Connection 13 -14 Figure 13 I Document Path: G:\ Ogis \102006_Clearwater- ROWTP2 \_MXDs \Existing 16 -inch Main Connection Points \Existing 16 -inch Main Connection Points Maps.mxd NEB SIB =I ME OM IMO MIN IOW ! ! MN ! ! NM NM NEI NB ! (-ITV (IF (I FA RUM ATP RAW WATER TRANSMISSION MAIN EXPANSION PROJECT Distance Between Connection 14 -15 Document Path: G:\ Ogis \102006_Clearwater- ROWTP2 \_MXDs \Existing 16 -inch Main Connection Points \Existing 16 -inch Main Connection Points Maps.mxd N W E Distance 119 -feet LEGEND XConnection Points — Existing 16 -inch Transmission Main Existing Pipe Figure 14 ! - - ! ! ! ! - - - - - - - ! - ! ! CITY OF CLEARWATER N E Distance 650 -feet LEGEND XConnection Points Existing 16 -inch Transmission Main Existing Pipe RAW WATER TRANSMISSION MAIN EXPANSION PROJECT Distance Between Connection 15 -16 Figure 15 Document Path: G:\ Ogis \102006_Clearwater- ROWTP2 \_MXDs \Existing 16 -inch Main Connection Points \Existing 16 -inch Main Connection Points Maps.mxd 11111111110•1111•110111111OSI111101111111111111•11111111111111111•11111•1•1111113 NKN() W;N ('ITV n.0 ('S EA DWATEO N w E Distance 1253 -feet LEGEND XConnection Points Existing 16 -inch Transmission Main Existing Pipe RAW WATER TRANSMISSION MAIN EXPANSION PROJECT Distance Between Connection 16 -17 Figure 16 I Document Path: G:\ Ogis \102006_Clearwater- ROWTP2 \_MXDs \Existing 16 -inch Main Connection Points \Existing 16 -inch Main Connection Points Maps.mxd • NM • • • • - • • - • • • • • • MI = MI ■ CITY OF CLEARWATER N E Distance 2755 -feet LEGEND XConnection Points — Existing 16 -inch Transmission Main Existing Pipe RAW WATER TRANSMISSION MAIN EXPANSION PROJECT Distance Between Connection 17 -18 Figure 1/ j Document Path: G:\ Ogis \102006_Clearwater- ROWTP2 \MXDs \Existing 16 -inch Main Connection Points \Existing 16 -inch Main Connection Points Maps.mxd N E Distance 2865 -feet LEGEND XConnection Points Existing 16 -inch Transmission Main Existing Pipe IIIII 111111 11=1 M M MI MI MN 1.11111 1111111 M CITY OF CLEARWATER RAW WATER TRANSMISSION MAIN EXPANSION PROJECT Distance Between Connection 18 -19 Document Path: G:\ Ogis \102006_Clearwater- ROWTP2 \_MXDs \Existing 16 -inch Main Connection Points \Existing 16 -inch Main Connection Points Maps.mxd Figure 18 I IMO I•11 • MO • OM • • • • IIIIII IIIII Mlle OM =II MI *4 4 .0%64 =,••4' $ CITY OF CLEARWATER RAW WATER TRANSMISSION MAIN EXPANSION PROJECT Distance Between Connection 20-21 • uocument ram: l.,:xugis\ luzpun_L.leatwaLei-naA7P2%_iviALWEA6tilly IOIIIIII Mai.. roirits'Exiatinu %lain Points Mapp.mxt: N E Distance 476-feet LEGEND XConnection Points — Existing 16-inch Transmission Main Existing Pipe IFigure 19 I MI NM • • E MO = • • • • r 1 • - - • U CITY OF CLEARWATER W E Distance 393 -feet LEGEND XConnection Points Existing 16 -inch Transmission Main Existing Pipe RAW WATER TRANSMISSION MAIN EXPANSION PROJECT Distance Between Connection 21 -22 uucunieni rain. i�.wya ucu _ ioni val, _ XDS EXiStinfj ".-, ❑C, Mai., .\C. .. "...ch Ma .. r...8....n . Ma r .. Figure 20 j • • - - • • • • • I I MI r MN I M • MI • CITY OF CLEARWATER S E Distance 214 -feet LEGEND XConnection Points — Existing 16 -inch Transmission Main Existing Pipe RAW WATER TRANSMISSION MAIN EXPANSION PROJECT Distance Between Connection 22 -23 Figure 21 I Document Path: G:\Ogis\102006_eiearwater-Kuvvi r2\_M)Ds\Existing 16-inch Main Cunneuiiun Points Mapa. mxd MI = • MO MI MI • I = • • • • 111111 MN • • I BL '0 bing CITY OF CLEARWATER RAW WATER TRANSMISSION MAIN EXPANSION PROJECT Distance Between Connection 23 -24 N E Distance 150 -feet LEGEND XConnection Points Existing 16 -inch Transmission Main Existing Pipe Document Path: G: \Ogis \102006_Clearwater -ROW I 1-'2\ MXUS\Lxistmg ie -inch main Connection Poinis\Exisiiny io -inch iviain %ten nc�iiun Puiilt iviaNS.mxu' Figure 22 I • • MI MI M M • • IIIIII • I • = • CITY OF CLEARWATER N W E Distance 290 -feet LEGEND XConnection Points Existing 16 -inch Transmission Main Existing Pipe II RAW WATER TRANSMISSION MAIN EXPANSION PROJECT Cj)— Distance Between Connection 24 -25 Document Path: G:\Ogis\102006_Clearwater-i-tOvvi t'2\_Mxus\txisting lb -inch main Connection Foints\Exisnny i6 -inch rvmur wnnccuuii ruu uo M p .ninu Figure 23 • MS • MI • • • • • • • MI • • MI • • NM • I HIT AN iL 4rerAtt. 144 Pi" • .107,..,•=2•MT=MRPROgN. I CITY OF CLEARWATER RAW WATER TRANSMISSION MAIN EXPANSION PROJECT Distance Between Connection 25-26 • g:?1:6].t ti'in.T.4;04011PIA11:41 N E Distance 709-feet LEGEND XConnection Points — Existing 16-inch Transmission Main Existing Pipe Document ratn: u:\ugis\tuzuut,_t,learwater-rxCixiTPZ\_MXiDb\Exibtiffy IO. VlI LVIIuIW. 10-■11,h Main rc-,;nts Figure 24 I O- I- I I- I• r I- I• I I M CITY OF CLEARWATER N w E Distance 276 -feet LEGEND XConnection Points — Existing 16 -inch Transmission Main Existing Pipe RAW WATER TRANSMISSION MAIN EXPANSION PROJECT Distance Between Connection 26 -27 Document Path: G:\Ogts\1ozouti_ciearwater -rtwv i rz\_MALJStcxisting m -incn iviaui Cunneuwn Fumu\Enisu ny 16-4 id' main C e..tiu i routs M ps.mnu Figure 25 I N W E Distance 1328 -feet LEGEND XConnection Points — Existing 16 -inch Transmission Main Existing Pipe • • • • • • — • — • • • = • • M • OM • RAW WATER TRANSMISSION MAIN EXPANSION PROJECT Distance Between Connection 27 -28 uocumeni rein. V.wyib\i utvuo_CICCIIvvaioi-nvvv r _vi/ a\cniDUII9 13-iliCh mau l vul ii icv.uuIIr �, Iy Ma;r....uI1I10�uviii VIIIW iv QJO.iiin.. Figure 26 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BIDDER'S PROPOSAL PROJECT: WATER TREATMENT PLANT No. 2 — CONTRACT 3: RAW WATER TRANSMISSION MAIN EXPANSION PROJECT - 10- 0039- UT -(C) CONTRACTOR: BIDDER'S GRAND TOTAL $ BIDDER'S GRAND TOTAL (Numbers) (Words) 1 Mobilization/Demobilization (3.5% Maximum) 2 Maintenance of Traffic (1.5% Maximum) 3 4 F &I 3 -inch Communication Conduit HDPE Pipe by Horizontal Directional Drill 1 LS $ $ 1 2, $ 750 F &I 6 -inch PVC Raw Water Pipe by Horizontal Directional Drill 8, $ 010 5 F &I 8 -inch HDPE Raw Water Pipe by Horizontal Directional Drill 8 $ 60 6a F &I 8 -inch PVC Raw Water Pipe by Horizontal Directional Drill 7, $ 220 6b F &I 8 -inch PVC Raw Water Pipe by Horizontal Directional Drill (Mission Hills Conceptual Route) 6, $ 300 6c F &I 8 -inch PVC Potable Water Pipe by Horizontal Directional Drill 1, $ 610 7 F &I 10 -inch HDPE Raw Water Pipe by Horizontal Directional Drill 2 $ 70 8 F &I 12 -inch PVC Raw Water Pipe by Horizontal Directional Drill 3, $ 190 9 F &I 14 -inch HDPE Raw Water Pipe by Horizontal Directional Drill LS LF LF LF LF LF LF LF LF $ 300 $ 900 $ 240 70 120 130 30 500 1, $ 320 10 F &I 16 -inch HDPE Raw Water Pipe by Horizontal Directional Drill LF 1, 11 F &I 18 -inch HDPE Raw Water Pipe by Horizontal Directional Drill 12a F &I 6 -inch PVC Raw Water Pipe by Open Cut 12b F &I 6 -inch PVC Potable Water Pipe by Open Cut 13 F &I 6 -inch DI Potable Water Pipe by Open Cut 14 F &I 8 -inch HDPE Raw Water Pipe by Open Cut 15a F &I 8 -inch PVC Raw Water Pipe by Open Cut LF LF LF LF LF LF LF SectionV.doc Page 14 of 17 Revised 4/12/201:3 15b F &I 8 -inch PVC Potable Water Pipe by Open Cut 180 LF $ $ 16 F &I 8 -inch DI Potable Water Pipe by Open Cut 30 LF 17 F &I 12 -inch DI Raw Water Pipe by Open Cut 4,530 LF 18 F &I 16 -inch HDPE Raw Water Pipe by Open Cut 60 LF 19 F &I 16 -inch DI Raw Water Pipe by Open Cut 13,000 LF 20 F &I 18 -inch HDPE Raw Water Pipe by Open Cut 40 LF 21 F &I 6 -inch Restrained Joints for PVC or HDPE Pipe 150 EA 22 F &I 6 -inch Restrained Joints for DI Pipe 30 EA 23 24 F &I 8 -inch Restrained Joints for PVC or HDPE Pipe F &I 8 -inch Restrained Joints for DI Pipe 200 EA 30 EA 25 F &I 10 -inch Restrained Joints for HDPE Pipe 10 EA 26 27 F &I 12 -inch Restrained Joints for PVC or HDPE Pipe 30 EA F &I 12 -inch Restrained Joints for DI Pipe 130 EA 28 F &I 14 -inch Restrained Joints for HDPE Pipe 20 EA 29 F &I 16 -inch Restrained Joints for HDPE Pipe 10 EA 30 F &I 16 -inch Restrained Joints for DI Pipe 310 EA 31 F &I 18 -inch Restrained Joints for HDPE Pipe 10 EA 32 F &I Compact DI Fittings 38,710 LB 33 F &I 6 -inch Resilient Wedge Gate Valve & Valve Box 20 EA 34 F &I 8 -inch Resilient Wedge Gate Valve & Valve Box 14 EA 35 F &I 12 -inch Resilient Wedge Gate Valve & Valve Box 5 EA 36 F &I 16 -inch Resilient Wedge Gate Valve & Valve Box 12 EA 37 F &I Combination Air Valve 50 EA 38 Root Pruning 3,960 LF 39 Tree Barricades 1 LS 40 Remove Trees 25 EA 41 Sanitary Sewer Cleanouts 70 EA 42 16 -inch DI Pipe Aerial Crossing at Nursery Rd (Sheet C26) 1 LS 43 16 -inch DI Pipe Aerial Crossing at Hercules Ave (Sheet C38) SectionV.doc 1 LS Page 15 of 17 Revised 4/12/2013 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 44 Connect to Existing 12 -inch WM at Martin Luther King Jr Av and Woodlawn St (Sheet C06) 45 46 47 Reconnect Existing 4 -inch WM from Existing 16 -inch WM to Proposed 8 -inch WM at Woodlawn St (Sheet C06) Reconnect Existing Fire Hydrant from Existing 16 -inch WM to Proposed 8 -inch WM at Woodlawn St (Sheet C06) Reconnect Existing 6 -inch WM from Existing 16 -inch WM to Proposed 8 -inch WM at Woodlawn St (Sheet C06) 48 Connect to Existing 8 -inch WM at Woodlawn St (Sheet C06) 49 Reconnect Existing 6 -inch WM from Existing 16 -inch WM to Existing 8 -inch WM at Belleair Rd and Missouri Ave (Sheet C13) 50 Connect to Existing 16 -inch WM at Belleair Rd and Beverly Dr (Sheet C24) 51 52 Reconnections to Existing 16 -inch WM at Druid Rd and Progress Energy Easement (Sheet C53) 53 54 Reconnect Existing 6 -inch WM from Existing 16 -inch WM to Proposed 6 -inch WM at S.R. 60 east of Home Depot Entrance (Sheet C63) 55 Connect Proposed 6 -inch WM to Existing 6- inch WM at S.R. 60 west of Home Depot Entrance (Sheet C63) 56 Wet tap Existing 16 -inch WM and connect new 8 -inch well main at Belleair Rd. and Highland Ave. intersection (Sheet C14) 57 Wet tap Existing 10 -inch WM and reconnect Existing 6 -inch WM at Belleair Rd. and Highland Ave. intersection (Sheet C14) 58 Wet tap Existing 10 -inch WM and reconnect Existing 8 -inch WM at Belleair Rd. and Highland Ave. intersection (Sheet C14) Wet tap Existing 8 -inch WM and reconnect Existing 8 -inch WM at Belleair Rd. and Highland Ave. intersection (Sheet C14) Inspection, Pigging, Flushing, and Disinfection of Existing 16 -inch Water Main ,970 1 LS $ $ $ 200 16 59 Sod Restoration as Directed by the Owner or the Owner's Authorized Project Representative 1 1 1 1 1 1 1 1 1 1 1 1 1 LS LS LS LS LS LS LS LS LS LS LS LS LS LF SY SectionV.doc Page 16 of 17 Revised 4/12/201 60 Concrete Driveway Restoration as Directed by the Owner or the Owner's Authorized Project Representative 200 SY $ 61 Concrete Sidewalk Restoration as Directed by the Owner or the Owner's Authorized Project Representative 200 SY 62 Concrete Curb Restoration as Directed by the Owner or the Owner's Authorized Project Representative 200 LF 63 Underdrain Restoration as Directed by the Owner or the Owner's Authorized Project Representative 200 LF 64 Asphalt Paving Restoration as Directed by the Owner or the Owner's Authorized Project Representative 200 SY 65 Unsuitable Material Excavation Below Grade as Directed by the Owner or the Owner's Authorized Project Representative 200 CY 66 Select Backfill Below Grade as Directed by the Owner or the Owner's Authorized Project Representative 200 CY 67 Asphalt Overlay as Directed by the Owner or the Owner's Authorized Project Representative 200 SY 68 F &I Pull Boxes for Communication Conduits 10 EA Subtotal Construction Costs (Bid Item Nos. 1— 68) = 69 Owner's 10% Contingency 1 LS Bidder's Grand Total (Bid Item Nos. 1— 69) = THE BIDDER'S GRAND TOTAL ABOVE IS HIS TOTAL BID BASED ON HIS UNIT PRICES AND LUMP SUM PRICES AND THE ESTIMATED QUANTITIES REQUIRED FOR EACH SECTION. THIS FIGURE IS FOR INFORMATION ONLY AT THE TIME OF OPENING BIDS. THE CITY WILL MAKE THE TABULATION FROM THE UNIT PRICES AND LUMP SUM PRICE BID. IF THERE IS AN ERROR IN THE TOTAL BY THE BIDDER, IT SHALL BE CHANGED AS ONLY THE UNIT PRICES AND LUMP SUM PRICE SHALL GOVERN. SectionV.doc Page 17 of 17 Revised 4/12/201: