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WATER TREATMENT PLANT NO. 2 - CONTRACT 2 - RAW WATER TRANSMISSION MAIN US 19 CROSSING PROJECT - 10-0039-UT-B' � � � � � � � � � i � 1 � � .� .� � � � WATER TREATMENT PLANT NO. 2- CONTRACT 2: R.AW WATER TRANSMISSION MAIN U.S.19 CROSSING PROJE�T 10-0039-UT-(B) � 0 � � � CONTRACT DOCUMENTS & SPECIFICATIONS Prep are d for City of Clearwater Engineering Department 100 S. Myrtle Avenue Clearwater, FL 33756 ISSUED FOR BID January 2013 ! i �, � � � DATE(MM/DDlYYYY) ACOR� CERTIFICATE OF LIABILITY INSURANCE � 3/29/2C�13 __ THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVEI.Y 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, sul�ject 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 certifcate holder in lieu of such endorsemen s. PRODUCER NAME: _ 3owen, Miclette & Britt of Florida LLC PHONE FAX - ',�-2077 - ac No : i00 High Point Drive #200 -Mni� �ocoa FL 32926 ADDRESS: _ � INSURER(S1 AFFORDING COVERAGE NAIC !i INSURED Young's Communications Co., Inc. 424 West Drive Melbourne FL 32904 YOUNGSCOMM INSURER B ; INSURER C : INSURER D : INSURER E : 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 POLIICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO INHICH THIS CERTIFfCATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL 1'HE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR 7ypE OF INSURANCE POLICY EFF POLICY EXP LTR INSR YWD POLICY NUMBER MM/DD/YYYY MMIDD/YYYY LIMITS A GENERAL LIABILITY PP2071201 /1/2012 /1/2013 E,qCH OCCURRENCE $1,OOO,Ii00 X COMMERCIAL GENERAL LIABILITY PREMISES Ea occur ence $50,OOC_ CLAIMS-MADE a OCCUR MED EXP (My one person) $5,000 PERSONAL 8 ADV INJURY $1,000,1}p0 GENERALAGGREGATE $2,000,1}00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $2,000,1}00 POLICY X PRO- LOC $ A AUTOMOBILE LIABILITV CA2071200 /1/2012 /1/2013 Ea accident 1 0001}p0 %� ANY AUTO BODILY INJURY (Per person) $ ALL OWNED SCHEDULED BODILY INJURY (Per accident) $ AUTOS NON-0WNED Ppe�acEctlentDAMAGE $ X HIRED AUTOS X AUTOS - $ B X UMBRELLA LIAB X OCCUR CU2071202 /1/2012 /1/2013 EqCH OCCURRENCE $5,000 ��00 � EXCESS LIAB CLAIMS-MADE . AGGREGATE $5,000,000 DED X RETENTION$0 $ q WORKERS COMPENSATION C2047208 /1/2012 /1/2013 X WC STATU- X OTH- AND EMPLOYERS' LIABILITY - ANY PROPRIETOR/PARTNER/EXECUTIVE Y� N E.L. EACH ACCIDENT $1,000!700 OFFICER/MEMBER EXCLUDED? � N � A � (Mandatory In NH) E.L. DISEASE - EA EMPLOYE $1,OOQ�:�00 If yes, describe under � DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $1,OOO,G00 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Addltional 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 Ir�sured with respects to General Liability as afforded by the policy and/or endorsements. City of Clearwater 100 South Myrtle Avenue Clearwater FL 33756 ACORD 25 (2010l05) ELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELL.ED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED O 1988-2010 ACORD CORPORATION. All righrts reserved. The ACORD name and logo are registered marks of ACORD � � � � � �. � � � � � � � � �� ► + City of Cfearwater, Florida WATER TREATMENT PLANT NO. 2— CONTRACT 2: RAW WATER TRANSMISSION MAIN U.S. 19 CROSSING PRO�ECT 10-OQ39-UT-(B) TABLE OF CONTENTS SECTION I ADVERTISEMENT OF BIDS & NOTICE TO CONTRACTORS SECTION II INSTRUCTIONS TO BIDDERS SECTION III GENERAL CONDITIONS SECTION IIIa SECTION IV SECTION IVa APPENDIX SECTION V Cover.doc SUPPLEMENTAL GENERAL CONDITIONS TECHNICAL SPECIFICATIONS SUPPLEMENTAL TECHNICAL SPECIFICATIONS OTHER PROJECT DOCUMENTATION CONTRACT DOCUMENTS Prepared in the Office of the City Engineer Prepared By: 7650 W. Courtney Campbell Causeway, Suite 700 ,�t�> J� �H�� , f�� Tampa, Florida 33607-1462 ,,��,� �,,,"'k��,.�NSE '-.�t�'�''r,, URS Project No.: 12009754 ."; '� � � s � ,�,,,,��` � "�, ,� :- G� � ��•lf��'" �� su�'_ ... � • = �.F ' �r V.`� � i�d�i �•��7'` � "�'`',r�,'�t�l,c;-.! i�.ki�"��,,��''` ��,�,��'ON�,\ `,��,�, Pa e II 10/10l20Q8 g � � � �� SECTION I ADVERTISEMENT OF BIDS & NOTICE TO CONTRACTORS WATER TREATMENT PLANT No. 2— CONTRACT 2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT CONTRACT # 10-0039-UT-(B) CLEARWATER, FLORIDA Copies of the Contract Documents and Plans for this Project are available for inspection and/or purchas,e '� by prospective bidders at the City of Clearwater's Plan Room - website address: wwwmyClearwater.com/citypro'e� cts, on Monday, January 21, 2013, until no later than close c�f business three (3) days preceding the bid opening. Price of Contract Documents and Plans, a�s indicated on the website, reflects reproduction cost only. The work for which proposals are invited consists of approximatelv 2,000 LF of 8-inch raw water transmission main; 2,000 LF of 12-inch raw water transmission main; 3,700 LF of 8-inch concentrate water piping; 3,600 LF of 6-inch backwash water piAing; 900 LF of 6-inch sanitary force main; and 3,600 LF of 3-inch communication conduit pipin�. A MANDATORY Pre-Bid Conference for all prospective bidders will be held at 10 AM on Thursda�, Januarv 31, 2013, in the Municipal Services Bidg., 100 S. Myrtle Avenue, Conference Room 130, ls� Floor, Clearwater, Florida 33756-5520. Representatives of the Owner and Consulting Engineer will �re present to discuss this Project. Sealed proposals will be received by the Purchasing Manager, at the Purchasing Office, located at trie Municipal Services Bldg., 100 S. Myrtle Ave., 3`� Floor, Clearwater, Florida 33756-5520, until 1_�0 P.M. on Thursdav, February 28, 2013, and publicly opened and read at that hour and place for Water Treatment Plant No. 2— Contract 2: Raw Water Transmission Main USl9 Crossin� Proiect (10= 0039-UT-(B)). A complete bidders package containing plans, specifications, bond forms, contract form, affidavits ar.id proposal form is available to the general public (Contractors, Sub-contractors, suppliers, vendors, etc.) fc�r 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 $1,000,000.00. Contractors wanting to pre-qualify to bid this project must do so two (2) weeks/ten (10) workdaw•s prior to the bid opening date. A l 0% bid bond is required for all City of Clearwater projects. The right is reserved by the Ciry Manager of the Ciry of Clearwater, Florida to reject any or all bids. The City of Clearwater, Florida Michael Murray, Purchasing Manager (727) 562-4633 � SectionI.doc � Page 1 of 1 7/23/2012 THIS PAGE LEFT BLANK INTENTIONALLY � � � 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 RID 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 � � � � SectionII.doc i 4/3/2012 � � � LJ Section 11— lnstructions to Bidders 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/cityproiects. 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"Subcontractar" 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. � � �� l3 2 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. 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- yualification may be obtained by contacting the City of Clearwater, Engineering Department, P.O. Box 4748, Clearwater, Florida 33758-4748 (mailing address); l00 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/ og v/depts/pwa/en�in/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 lI — 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 ar otherwise which may affect cost, progress, performance or furnishing the work in accordance with the time, price and other terms and conditions ofthe 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 Contractar. 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 reyuirement 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 wark. 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 SectionII.doc Page 2 of 9 4/3/2012 � � � � � � � � � � Section ll — ]nstructions 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. � 5.1 5.2 5.3 6 6. l 7 �.1 $ BID SECURITY OR BID BOND Each Bid must be accompanied by Bid Security made payable to the City of Clearwater in an amount equal to ten percent (10%) ofthe 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. 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 (] 0) 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. 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. CONTRACT TIME The number of consecutive calendar days within which the work is to be completed is set forth in the Technical Specifications. LIQUIDATED DAMAGES Provisions for liquidated damages are set forth in the Contract Agreement. SUBSTITUTE MATERIAL AND EQUIPMENT 8.l 'I'he 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. r 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 SectionIl.doc Page 3 of 9 4/3/2012 9.2 10 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, reyuest 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 ar 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. No Contractor shall be required to employ any Subcontractor, supplier, person or organization against whom he has reasonable objection. BID/PROPOSAL FORM ] O.l 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 mare 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 wark 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 corr�pleting 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 11 All names shall be typed or printed below the signature. SUBMISSION OF BIDS 111 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"xll" 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 SectionIl.doc Page 4 of 9 4/3/2012 � � � � � � � � � � � � � � � Section II — 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 reyuest 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 I5.1 16 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. 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 t Page 5 of 9 4/3/2012 Section ]I — Instructions to Bidders and impact fees will be waived except as specifically stated otherwise in the Technical Specifications. ] 6.2 The Contractor shall assume all liability for the payment of royalty fees due to the use of any construction ar 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. l 63 The Contractor shall pay all applicable sales, consumer, use and other taxes reyuired by law. The Contractar 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 BIDSNENDOR DRUG FREE WORKPLACE l 7.l 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 warkplace program, a contractar 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 far 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 a$er such conviction. (5) Impose a sanction on, or reyuire 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 � , � � � C� � L� � � � � � �� u � � ' � � Section II — Instructions to Bidders (6) Make a good faith effort to continue to maintain a drug-free workplace through implementation ofthis 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. � � � � � � r � � � � � � 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, yualifications 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 WGHT 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 far 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) wark 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 SectionII.doc Page 7 of 9 4/3/2012 Section I1 — 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. l 9.3 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. lf 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. SectionIl.doc Page 8 of 9 4/3/2012 � � � ' Section ll— 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 I 926.650 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 pravisions 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 Citv of Clearwater Engineerin� Environmental Division and EPA websites to help address construction-related Best Management Practices. References EPA website � SectionII.doc � Page 9 of 9 4/3/2012 , i � Table of Contents: � 1 DEFINITIONS � �� J � � � � � 2 2.1 2.2 23 2.4 2.5 2.6 3 3.l 32 4 4.1 4.2 4.3 4.4 SECTION 111 GENERAL CONDITIONS ........................................................................................... 1 PRELIMINARY MATTERS ........................................................................................... 5 DELIVERY OF BONDS AND CERTIFICATES OF INSURANCE ............................ 5 COPIES OF DOCUMENTS ............................................................................................ 5 COMMENCEMENT OF CONTRACT TIME/NOTICE TO PROCEED; STARTING THEPROJECT ................................................................................................................ 5 BEFORE STARTING CONSTRUCTION ...................................................................... 5 PRECONSTRUCTION CONFERENCE ........................................................................ 6 PROGRESSMEETINGS ................................................................................................ 6 CONTRACT DOCUMENTS, INTENT ......................................................................... 7 INTENT........................................................................................................................... 7 REPORTING AND RESOLVING DISCREPANCIES .................................................. 7 AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCEPOINTS .................................................................................................... 8 AVAILABILITY OF LANDS ......................................................................................... 8 INVESTIGATIONS AND REPORTS ............................................................................ 8 PHYSICAL CONDITIONS, UNDERGROUND FACILITIES ..................................... 8 REFERENCEPOINTS .................................................................................................... 9 5 BONDS AND INSURANCE ................................................................. 5.1 PERFORMANCE AND PAYMENT BOND/CONTRACT BOND.... 5.2 INSURANCE ........................................................................................ 5.2.1 WORKER'S COMPENSATION INSURANCE ................................ 5.2.2 PUBLIC LIABILITYAND PROPERTY DAMAGE COVERAGE... 5.2.3 COMPREHENSIVE A UTOMOBILE LIABILITY ........................... 5.3 WAIVER OF RIGHTS ......................................................................... .............. 9 ................. 9 ................. 9 ............... 10 ............... 10 ............... 11 ............... 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. S.1 STAGING AREAS .................................................................................................... 15 � 6. S. 2 RESTORATION TIME LIMITS ................................................................................ I S 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 .................................................................................................................. l 8 SectionIll.doc i 7/31 /2012 ' 6.11.1 SHOP DRAWINGS, SAMPLES, RFls, and SUBMITTt1L REVIEW ........................ 18 6.11.2 AS-BUILT DRAWINGS ............................................................................................ 19 6.11. 3 CAD STANDARDS ................................................................................................... 21 6.11.4 DELIVERABLES :....................................................................................................23 6.12 CONTRACTOR'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.l RELATED WORK AT SITE ........................................................................................ 24 7.2 COORDINATION .........................................................................................................25 8 9 9.l 9.2 9.3 9.4 9.5 9.6 OWNERS RESPONSIBILITY ...................................................................................... 25 OWNER REPRESENTATIVE'S STATUS DURING CONSTRUCTION .............. 25 OWNERS REPRESENTATIVE ................................................................................... 25 CLARIFICATIONS AND INTERPRETATIONS ........................................................ 26 REJECTING OF DEFECTIVE WORK ........................................................................ 26 SHOP DRAWINGS, CHANGE ORDERS, AND PAYMENTS .................................. 26 DECISIONS ON DISPUTES ........................................................................................ 26 LIMITATIONS ON OWNER REPRESENTATIVE'S RESPONSIBILITIES ............. 27 10 CHANGES IN THE WORK .......................................................................................... 28 11 CHANGES IN THE CONTRACT PRICE ................................................................... 28 I 1.1 CHANGES IN THE CONTRACT PRICE .................................................................... 28 11.2 ALLOWANCES AND FINAL CONTRACT PRICE ADJUSTMENT ....................... 30 11.3 UNIT PRICE WORK .................................................................................................... 30 12 CHANGES IN THE CONTRACT TIME .................................................................... 31 13 14 13.1 13.2 13.3 13.4 13.5 13.6 13.7 14.1 14.2 14.3 14.4 14.5 14.6 14.7 14.8 TESTS AND INSPECTIONS, CORRECTION, REMOVAL OR ACCEPTANCE OFDEFECTIVE WORK .............................................................................................. 31 TESTS AND INSPECTION .......................................................................................... 31 UNCOVERING THE WORK ....................................................................................... 32 OWNER'S REPRESENTATIVE MAY STOP THE WORK ....................................... 32 CORRECTION OR REMOVAL OF DEFECTIVE WORK ......................................... 33 WARRANTY/CORRECTION PERIOD ...................................................................... 33 ACCEPTANCE OF DEFECTIVE WORK ................................................................... 33 OWNER MAY CORRECT DEFECTNE WORK ....................................................... 34 PAYMENTS TO CONTRACTOR AND COMPLETION ......................................... 34 APPLICATION FOR PROGRESS PAYMENT ........................................................... 34 CONTRACTOR'S WARRANTY OF TITLE ............................................................... 35 REVIEW OF APPLICATIONS FOR PROGRESS PAYMENTS ................................ 35 PARTIAL UTILIZATION ............................................................................................ 36 FINAL INSPECTION ................................................................................................... 37 FINAL APPLICATION FOR PAYMENT ................................................................... 37 FINAL PAYMENT AND ACCEPTANCE ................................................................... 37 WAIVER OF CLAIMS ................................................................................................. 38 SectionlII.doc � 7/31/2012 � , ' � � � � �J ,� �� II � � � � � � u � 15 16 17 18 SUSPENSION OF WORK AND TERMINATION .................................................... 38 15.1 OWNER MAY SUSPEND THE WORK ...................................................................... 38 l 52 OWNER MAY TERMINATE ...................................................................................... 38 153 CONTRACTOR MAY STOP WORK OR TERMINATE ........................................... 40 DISPUTE RESOLUTION ............................................................................................. 40 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 ..................................... 4l 17.5 ASSIGNMENT OF CONTRACT ................................................................................. 41 17.6 RENEWAL OPTION .................................................................................................... 41 17.7 ROLL-OFF CONTAINERS AND/OR DUMPSTERS ................................................. 4l 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 24 25 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 AWARD OF CONTRACT, WORK SCHEDULE AND GUARANTEE .................. 45 SCRUTINIZED COMPANIES AND BUSINESS OPERATIONS WITH CUBA AND SYRIA CERTIFICATION FORM ...................................................................... 46 , SectionlII.doc , � 7/31/2012 � , � � ' � � �J I� u � � , � LJ Section Ill — 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 far general compliance with the design concepts and with the information given in the Contract Documents. lt 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 SectionllI.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 ar 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 rec�uirements of any inspection, reference standard, test or approval referred to in the Contract Documents, ar 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, Flarida, 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 SectionIll.doc Page 2 of 49 7/31/2012 ' , � � � � � II u ' Section lll — 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 7'he 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 ar 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 Project A natural person, or a corporation, partnership, firm, organization, or other artificial entity. The total construction of which the Work to be provided under the Contract Documents may be the whole ar a part as indicated elsewhere in the Contract Documents. ' SectionIll.doc I_J Page 3 of 49 7/31/2012 Section Ill — 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 thereo� 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. Surery 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. SectionIIl.doc Page 4 of 49 7/31/2012 ' � � � � � � , � � � � f_� r ' ' , � � � �� Section lIl — 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. Wark 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 Clzange 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 ' (:hange 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 SectioniIl.doc Page 5 of 49 7/31/2012 Section III — 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 reyuired 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 ' � � i ' � � � � , , � � � ��, � � � 7/31/2012 , � � � r , ' � �� CJ � � � ' � � � � 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 thereo fl to be constructed in accordance with the Contract Documents. Any Work, materials ar equipment which may reasonably be inferred from the Contract Documents or from prevailing custom or from trade usage as heing 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. ' Sectionlll.doc �� Page 7 of 49 7/31/2012 4 4.1 Section III — General Conditions AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POINTS 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 ar 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 Wark 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 Wark 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. SectionlII.doc Page 8 of 49 � , � ' �' � � u ' i ' � , � � � , 7/31/2012 ' � , � �J � � ' � � , � LJ � L_I � � � � �1 1 ' Section lll — 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 far 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 ar 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 Contractar 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 SectionllI.doc Page 9 of49 7/31/2012 Section 111— 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 Contract Award Amount Contract Award Amount Under $1,000,000. $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: SectionIIl.doc Page ] 0 of 49 7/31/2012 C� � � � � ' � �I � �1 ' � , � C� � � � � � � I � , ' , ' ' � Section ]ll — General Conditions Contract Award Amount Contract Award Amount Under $],000,000. $1,000,000. and Over (1) �3odily Injury: $500,000. Each $1,000,000. Each Occurrence Occurrence $1,000,000. Annual $1,000,000. Annual Aggregate Aggregate (2) Property Damage: $500,000. Each $1,000,000. Each Occurrence Occurrence $1,000,000. Annual $1,000,000. Annual Aggregate Aggregate (3) Personal Injury, with $1,000,000. Annual $1,000,000. Annual employment exclusion deleted Aggregate Aggregate � 5.2.3 COMPREHENSIVE AUTOMOBILE LIABILITY including all owned (private and others), hired and non-owned vehicles: ' � � ' ' ' ' � � � ' Contract Award Amount Contract Award Amount Under $1,000,000. $1,000,000. and Over (l) Bodily Injury $500,000. Each Person $1,000,000. Each Person $500,000. Each Accident $1,000,000. Each Accident (2) Property Damage $500,000. Each $1,000,000. Each Occurrence 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. LonEShore 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. SectionllI.doc Page 11 of 49 7/31/2012 Section III — 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. C� 6.1 CONTRACTORS RESPONSIBILITIES 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 shal Representative incompetent, u SectionIll.doc i �� LJ� , � � , ' , � ' � ' 1 I__ � 1 employ only competent persons to do the work and whenever the Owner's � shall notify Contractor, in writing, that any person on the work appears to be nfaithful, disorderly, or otherwise unsatisfactory, such person shall be removed Page 12 of 49 7l31/2012 I�� ' i ' �� , �I , � , ' ' � LJ' ' ' , ' 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 wark 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 eyuipment installed in the Work shall be of good yuality 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 eyuipment 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. ' ' SectionIII.doc Page 13 of49 7/31/2012 ' Section III — General Conditions 6.3 SUBSTITUTES AND "OR EQUAL" ITEMS Whenever an item of material or eyuipment 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 reyuired. 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. lf 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 eyual" will be not be accepted by Engineer from anyone other than Contractor. Reyuest 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 "ar 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 i � C� ' � ' � r , ' , ' ' � ' � � 7/31 /2012 ' ' ' , ' Section III — 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. � � , C' � � 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. Contractar 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 (]0) consecutive calendar days of removal. Resident access shall be maintained at all times. � SectionlII.doc r--, J' Page 15 of 49 7/31 /2012 Section lll — 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 (l5) consecutive calendar days. Loca) 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 Contractar 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 monitaring Contractar'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 ofExecutive Order 11-02 shall be adhered to utilizing the Homeland Security E-Verify System to verify employment eligibility. SectionID.doc Page 16 of49 7/31/2012 ' ' � ' ' � � �� L J�� ' ' � � �J ' � u � ' Section Ill — 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. Contractar 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. I 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 reyuire 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 reyuired 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. Contractar shall notify owners of adjacent property and of Underground Facilities and utility owners when ' SectionIlI.doc Page 17 of 49 7/31/2012 ' Section lll — 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 wark 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, Contractar, 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: (ij 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 reyuirements 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 SectionIII.doc Page 18 of 49 7/31/2012 ' ' � ' fl U ' , ' �I � ' , ' ' ' � ' C� , ' , ' � 1 ' � � � ' 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 Contractar 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 wil) 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 arder 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 ar 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 ' L SectionIll.doc Page 19 of 49 7/31/2012 Section Ill — 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 reyuests. 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 far 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 Generai 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. SJ-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 surveyar. 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 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 SectionllI.doc Page 20 of 49 , ' ' � ' I� � u ' � , � � �_� ' � ' � � 7/31/2012 � ' ' ' � � � � � �I�_ � , � ' � Section I11 — 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 ariginal datum used for the construction design plans or if required by the Owner the datum shall be referenced to the North American Datum of l 983/90 (horizontal) and the North American Vertical Datum of 1988. The unit of ineasurement 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 SJ-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 � SectionlIl.doc � Page 21 of 49 7/31/2012 6. Section III — General Conditions 11.3.1.2 La er Namin 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 shareline, 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. SectionIII.doc Page 22 of 49 7/31/2012 1 � � � � Section lll — 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. i � �� Please address any yuestions regarding format to Mr. Tom Mahony, at (727) 562-4762 or e-mail address Thomas.Mahony(c�mvClearwater.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 Wark 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 ar 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 wark shall be delayed or postponed pending resolution of any disputes or disagreements, except as the Owner or Contractor may otherwise agree in writing. SectionIll.doc Page 23 of 49 7/31/2012 Section Ill — 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 cou�t 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 itsel�, 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 Supplber, any person directly or indirectly employed by any of them to perform or furnish any of the Vl'ork, or anyone far 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 clairn. 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 representat�ve 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 EngineE;r'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 En,�ineer 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. SectionlIl.doc Page 24 of 49 � � ,� � � � � � � � � � � � 7/31 /2012 :� � i � LJ � � � � 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 coardination 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 shal) 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, techniyues, 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. � SectionlIl.doc Page 25 of 49 7/31/2012 � Section III — 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 ar 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 ar 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 reyuest 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 SectionlIl.doc Page 26 of 49 � � �' � � � � u 7l31 /2012 � � i � � � � � � � � � � 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 fonnal 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 C'ontractor 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 Ill — General Conditions 10 CHANGES IN THE WORK � LJ 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 cla�m to the other party and to Owner's Representative or promptly (but in no event later than thirty days) SectionlII.doc Page 28 of 49 7/31/2012 � � � � ,� � Section lll — 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 accardance 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 eyuivalent 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, lnsurance 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%). � SectionllLdoc � B. A fixed fee of ten percent (10%) shall be added to the costs of Item 2 above. Page 29 of 49 7/31 /2012 Section lll — 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, labar, 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 yuantity 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 camplete 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 Contractar in his original bid. SectionIII.doc Page 30 of 49 7/31 /2012 � � � � �� Section II I— 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 reyuirements 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. I)elays beyond the control of Contractor shall include, but not be }imited 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 reyuired inspections or tests. Contractor shall employ and pay for the services of an independent testing labaratory to perform all inspections, tests, or approvals required by the Contract Documents. The costs for these SectionIII.doc Page 31 of49 7/31/2012 � Section Ill — Genera) 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 thereo� � 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 eyuipment 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 prompmess 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 eyuipment. 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 SectionIIl.doc Page 32 of49 7/31/2012 � � , � � Seclion Ill — 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 Wark 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 F� inal Completion of aIl 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 i 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 replacernent 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 SectionIIl.doc Page 33 of49 7/31/2012 � Section lI] — 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 Contractar, 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 provi.ded 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 Reyuests for payment shall be processed in accordance with F.S. Z18.735 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 SectionIIl.doc Page 34 of49 7/31/2012 � � � � � Section III — 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 (l 5) 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. � �� 9 � � � L� � �� 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 O�vner'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. SectionIIl.doc Page 35 of 49 7/31 /2012 Section Ill — General Conditions ln 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 Wark 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 reyuest, 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 accessthereto. SectionIIl.doc Page 36 of 49 � � � � � � � � 7/31/2012 � � � � � � � � � � � � �J � Section lll — 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 Contractar 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 ar 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 Iimited 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 connect:ed 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 far 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 fiirnished 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 SectionIIT.doc Page 37 of 49 7/3]/ZOI2 Section Ill — 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 Contractar, 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 � � � � � � � � � � � � � U �1 � � � Section lll — 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 wark 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 reyuired 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; � l_J � � � 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. Contractar 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. SectionIlI.doc Page 39 of 49 7/31/2012 Section Ill — 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 Contractar 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 corparation 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. SectionllI.doc Page 40 of 49 7/31l2012 � � � � � � � CJ � � � � � � � � � � Section 111 — 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. � � � � � � � �i � � � L'i 17.5 ASSIGNMENT OF CONTRACT The Contractor shall not assign this contract or any part thereof ar 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.Pr,�(c�m,yClearwater.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. SectionIIl.doc Page 41 of 49 7/31/2012 Section til —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 andJor 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 wark. 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-'/4 by l l 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 inyuiries 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 SectionIII.doc Page 42 of 49 � � � � � � �1 � � � � 7/31/2012 � � , � � � � � ' � � � � Section IIl — 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 ar 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 partieular 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 111— 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 l/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. Sectio�IIl.doc Page 44 of 49 7/31/2012 ' � � � � , � � � � � � � � � � � � � � � � � r � � � Section III — General Conditions 23.8 TYPICAL PROJECT SIGN 1 24 � � � L_9 , � � �� PROJECT NAME (CONTRACT NUMBER) �DEPARTMENT NAME) PROJECT N CONTRACTOR: � COMPLETION DATE: � � � � E E .� � N FUNDING: OWNER'S REPRESENTATIVE: LL ° ,:� rwater o� �� U �� ` 2'-3° 4"x4" P.T. Post (Typ.) � `` `�>� �;,� 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 davs as determined in SECTION IV, ARTICLE 1.1 - SCOPE DESCRIPTION. Contract date to commence at issuance of notice to proceed. If the Contractar 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 SectionIII.doc Page 45 of 49 7/31/2012 Section III — Gtner�l 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. �J � � 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 Activiries 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 appazatus 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 o��: 1. The scrutinized business operations were made before July 1, 201 l. 2. The scrutinized business operations have not been expanded or renewed after July 1, 2011. SectionIII.doc 3. The City of Clearwater determines that it is in the best interest of the City to contract with the company or entity. Page 46 of 49 � � , � LJ � � � J � � ' 7/31/2012 � � � � � � i � � � � I _I � � L..J � Section lll — 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 ar entity has adopted, has publicized, and is implementing a formal plan to cease business operations and to refrain from engaging in any new bizsiness 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. � SectionIII.doc � Page 47 of 49 7/31/2012 __ _ Section III — 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 NONRESPONSI vE. 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 SectionlII.doc Page 48 of 49 � � � � i � � , � � � �_� � � � � � 7/31 /2012 � � ' � � � i � � � � � � � � � � , � � � Section lll — General Conditions STATE OF COUNTY OF 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 corporat:ion/entity), personally known to me as described herein , ar produced a (type of identification) as identification, and who did/did not take an oath. NOTARYSEAL ABOVE SectionIIl.doc Notary Public Printed Name My Commission Expires: Page 49 of 49 7/31/2012 � L� � � � � � � � l� SECTION Illa 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 ar 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 240 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 far final payment in � accordance with paragraph 14.6 of the General Conditions within 270 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. �1 , � City of C'learwater WTP No.2 — Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 Section IIIa Supplementary General Conditions IIIa - 1 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 48" water transmission main running along USl9. 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 US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 Section IIIa Supplementary General Conditions IIIa - 2 � � � �� I �' � �� , � � � , r � � �� li l_1 � � � �; � � , SECTION IV TECHNICAL SPECIFICATIONS Table of Contents: SECTIONIV .................................................................................................................................. i TEC}-INICAL SPECIFICATIONS ............................................................................................... i 1 SCOPE OF WORK ...........................................................................................................1 l.1 SCOPE DESCRIPTION ................................................................................................. 1 1.2 SCOPE OF WORK CHECKLIST .................................................................................. l 2 FIELD ENGINEERING .................................................................................................. 3 2.l L1NE 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 81 BASIS OF PAYMENT ................................................................................................... 8 9 OBSTRUCTIONS .............................................................................................................8 10 RESTORATION OR REPLACEMENT OF DRIVEWAYS, CURBS, SIDEWALKS ANDSTREET 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 FROMANYNON-CONTAMINATED SITE ACTIVITY ........................... 10 13 SANITARY MANHOLES ..............................................................................................12 13.1 BUILT UP TYPE .......................................................................................................... 12 13.2 PRECAST TYPE .......................................................................................................... 13 SectionIV'.doc i 5/15/2012 13. 2.1 MANHOLE ADJUSTMENT RINGS (GRADE RINGS) ........................................ 13 13.3 DROP MANHOLES ..................................................................................................... l 3 l 3.4 FRAMES AND COVERS ............................................................................................ 13 I3.5 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 BAS1S OF PAYMENT ................................................................................................. 14 17 UNSUITABLE MATERIAL REMOVAL .....................................................................15 17.1 BAS1S OF MEASUREMENT ...................................................................................... l5 ] 7.2 BASIS OF PAYMENT ................................................................................................. l 5 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 l9.2 TESTING ...................................................................................................................... l 6 l9.3 BASIS OF PAYMENT ................................................................................................. ] 7 20 SANITARY SEWERS AND FORCE MAINS ..............................................................17 20.1 MATER]ALS ................................................................................................................ 17 20.1.1 GRAVITYSEWER PIPE ........................................................................................ 17 20.1.2 FORCEMAINPIPE ...................................................�---......................................17 20.2 INSTALLATION .......................................................................................................... 17 20.2.1 GRAVITYSEWER PIPE ........................................................................................ 17 20.2.2 FORCEMAINPIPE .............................................................................................18 20.3 AS BUILT DRAWINGS ............................................................................................... 18 20.4 TESTING ...................................................................................................................... 18 20.4.1 TESTING OF GRAVITYSEWERS ........................................................................ 18 20.4.2 TESTING OFFORCEMAINS.-----� ....................................................................... 19 20.5 BASIS OF PAYMENT ................................................................................................. 19 20.5.1 GRAVITYSEWER 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 � 5/15/2012 � I I � , ' ll � � � � �i � � i � � ' �� u � 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 & QUALITYASSURANCE ............................................................................................ 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 ...........................................................................................................25 23.7 ADJUSTMENT OF MANHOLES ............................................................................... 23.8 ADDITIONAL ASPHALT REQUIREMENTS ............................................................ 25 23.9 SUPERPAVEASPHALTICCONCRETE ....................................................................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 ........ 25.1 IRRIGATION ............................................................. 25.1.1 DESCRIPTION .................................................. 25.1.2 PRODUCTS ....................................................... 25..1.3 EXECUTION ...................................................... 25.2 LANDSCAPE ............................................................ 25. 2.1 GENERAL .......................................................... 25.2.2 PRODUCTS ....................................................... 25. 2. 3 EXEC UTION ...................................................... 26 HDPE DEFORMED - REFORMED PIPE LINING 26.1 26.2 26.3 26.4 26.5 26.6 26.7 26.8 26.9 ................................................. 27 ................................................. 27 ................................................. 27 ................................................. 29 ................................................. 33 ................................................. 36 ................................................. 36 ................................................. 41 ................................................. 44 .................................. 51 INTENT.......................................................................................................... PRODUCT AND CONTRACTOR/INSTALLER ACCEPTABILITY .......... MATERIALS.................................................................................................. CLEANING/SURFACE PREPARATION ...................................................... TELEVISION INSPECTION ......................................................................... LINERINSTALLATION ............................................................................... LATERAL RECONNECTION ....................................................................... TIMEOF CONSTRUCTION ......................................................................... PAYMENT...................................................................................................... ............ 51 ............ 5 l ............ 51 ............ 52 ............ 52 ............ 53 ............ 53 ............ 53 ............ 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 SectionIV'.doc iii 5/15/2012 ' 30 CONCRETE SIDEWALKS AND DRIVEWAYS ......................................................... 54 30.] CONCRETE SIDEWALKS .......................................................................................... 54 302 CONCRETE DRIVEWAYS ......................................................................................... 55 30.3 BASIS OF MEASUREMENT ...................................................................................... 55 30.4 BASIS OF PAYMENT ................................................................................................. 55 31 SODDING ........................................................................................................................55 32 33 34 35 SEEDING......................................................................................................................... 56 STORM MANHOLES, INLETS, CATCH BASINS OR OTHER STORM STRUCTURES................................................................................................................ 56 33.1 BUILT UP TYPE STRUCTURES ................................................................................ 56 332 PRECAST TYPE .......................................................................................................... 57 333 BASIS OF PAYMENT ..................................................................�------------------------------ 57 MATERIALUSED ......................................................................................................... 57 CONFLICT BETWEEN PLANS AND SPECIFICATIONS ...................................... 57 36 STREET SIGNS .............................................................................................................. 57 37 AUDIO/VIDEO RECORDING OF WORK AREAS .................................................. 57 37.1 CONTRACTOR TO PREPARE AUDIONIDEO RECORDING ................................ 57 37.2 SCHEDULING OF AUDIONIDEO RECORDING ................................................... 57 37.3 PROFESSIONAL VIDEOGRAPHERS ....................................................................... 58 37.4 EQUIPMENT ............................................................................................................... 58 37.5 RECORDED INFORMATION, AUDIO ...................................................................... 58 37.6 RECORDED 1NFORMATION 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 .................................................................... 6l 38.8 UNDERGROUND UTILITY CONSTRUCTION ....................................................... 61 38.9 MAINTENANCE ......................................................................................................... 6l 38.10 COMPLIANCE .............................................................................................................61 39 UTILITY TIE IN LOCATION MARKING ................................................................. 64 40 AWARD OF CONTRACT, WORK SCHEDULE AND GUARANTEE .................... 64 SectionlV.doc iv � , � � � � � � � � � � � � � �� 5/IS/2012 � � C� 1 � � � � � � II � � , � � � � , 41 POTABLE WATERMAINS, RECLAIMED WATERMAINS AND APPURTENANCES....................................................................................................... 64 41.1 SCOPE .......................................................................................................................... 64 41.2 MATERIALS ................................................................................................................ 65 41. 2.1 GENERAL ............................................................................................................. 65 41.2.2 PIPEMATERIALSANDFITTINGS .....................................................................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, INSPECTIONAND REPAIRS .................................................................. 69 41.2.8 BACKFLOW PREVENTERS ................................................................................ 69 41.2. 9 TAPPING SLEEVES ............................................................................................. 70 41.2.10 BLOW OFF HYDRANTS ...................................................................................... 70 4l3CONSTRUCTION ........................................................................................................70 41.3.1 MATERIAL HANDLING ....................................................................................... 70 41.3.2 PIPE LAYING ....................................................................................................... 70 41.3.3 SETTING OF VALVES, HYDRANTSAND 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. S.1 STERILIZING AGENT .......................................................................................... 73 41. S. 2 FL USHING SYSTEM ........................................................................................... . 73 41. S. 3 STERILIZATION PROCED URE ................ .............................................. ............ 73 41.5.4 RESIDUAL CHLORINE TESTS ............................................................................ 74 41. S. S BACTERIAL TESTS .............................................................................................. 74 41.6 MEASUREMENTAND PAYMENT ..................................................................••-...... 74 41.6.1 GENERAL .............................................................................................................74 41.6.2 FURNISHAND INSTALL WATER MAINS ........................................................... 75 41.6.3 FURNISHAND INSTALL FITTINGS ................................................................... 75 41.6.4 FURNISHAND INSTALL GATE VALVES COMPLETE WITHBOXESAND COVERS................................................................................................................ 75 42 43 41.. 6. S FURNISH AND INSTALL FIRE HYDRANTS .............................................. ......... 75 GAS SYSTEM SPECIFICATIONS .............................................................................. 76 TENNISCOURTS .......................................................................................................... 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. S 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 u 5/15/2012 43.2.3 43.2.4 43.2. S 43.2.6 43.2. 7 43.2.8 43.2.9 43.2.10 43.2.11 43.2.12 43.2.13 43.2.14 43.2.1 S 43.2.16 43.2.17 SLOPE.................................................................. BASE CONSTR UCTION ...................................... PERIMETER CURBING ...................................... SURF.9CE COURSE ............................................ ROOT BARRIER .................................................. FENCING..............................�---.......................... WINDSCREENS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . COURT EQUIPMENT ......................................... SHADE STRUCTURE .......................................... WATER SOURCE (Potable) ................................. CONCRETE. . . . . . . . .. .. . . . .. . . . . . .. . . . . . . . . . . . . . . .... . . . . . . . . .. . . . . . EXISTING SPORT TENNIS COURT LIGHTING WATER COOLER ................................................ DEMONSTRATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . WARRANTY. .. ... . .. . . . .... . . .. . . . . .. . . . .. . . . . .. . . . . .. . . . . . . . . . . . . . . . ................... ................... ................... ................... ................... .................. .................. ............. 79 ............. 80 ............. 80 ............. 80 ............. 80 ............. 81 ............. 81 ............. 81 ............. 83 ............. 83 ............. 83 ............. 83 ............. 84 ............. 84 ............. 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 SAFE?'Y ......................................................................................... 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 QUALITYCONTROL ........................................................................................... 90 46.1.3 SAMPLES ..............................................................................................................90 46.1.4 RF_.IECTION ..........................................................................................................90 46.2 PIPE DIMENSIONS ..................................................................................................... 90 46.3 CONSTRUCTION PRACTICES ................................................................................. 91 SectionIV.doc vi , ' � � � �J � � � � � l� ' G_� � �� 5/IS/2012 �, I I �l � ' � U � � � � ' � ' � � � , �l �f � � , , 46. 3. I 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 REQUIREMENTSAND DIMENSIDNS ...................................................... 91 46.4.2 CLEANING AND INSPECTION ........................................................................... 91 46. 4. 3 INSERTION SHAFT AND EXCA YATIONS .......................................................... 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 POIN7' 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 48.1 fi 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 INSTALLATIONAND 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 ....................................................................................................... l O 1 49.7 LINER MIX ................................................................................................................ l O 1 49.8 WATER ....................................................................................................................... 102 49.9 OTHER MATERIALS ................................................................................................ 102 49.10 EQUIPMENT ............................................................................................................. 102 49.1 l INSTALLATION AND EXECUTION ....................................................................... l02 49.11.1 PREPARATION ...................................................................................................102 49.11.2 MIXING ...............................................................................................................103 49.11. 3 SPRAYING .......................................................................................................... 103 49.11.4 PRODUCT TESTING --� ...................................................................................... 103 49.11. S C URING ..................................... ............................................................. ............ 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 S1.2 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 ......................................................... ] 09 51.4 APPLICATION OF FORTIFIED PLEXIPAVE .......................................................... 110 51.5 PLEXIFLOR APPLICATION ..................................................•---.............................. l 10 51.6 PLAYING LINES ....................................................................................................... 110 51.7 GENERAL ................................................................................................................:: l 10 51.8 LIMITATIONS ......................................................................................................... l 10 52 RESIDENT NOTIFICATION OF START OF CONSTRUCTION ..........................111 53 GABIONS AND MATTRESSES ..................................................................................111 53.1 MATERIAL .................................................................................................................111 53.1.1 GABIONAND RENO MATTRESS MATERIAL ...................................................111 53.1.2 GABIONAND MATTRESSFILLER MATERIAL : ...............................................I13 53.1. 3 MATTRESS WIRE ................................................................................................114 53.1.4 GEOTEXTILE FABRIC ........................................................................................114 53.2 PERFORMANCE .......................................................................................................114 54 LAWN MAINTENANCE SPECIFICATIONS ...........................................................115 54.1 SCOPE ........................................................................................................................ I 15 54.2 SCHEDULING OF WORK ........................................................................................ I15 54.3 WORK METHODS .................................................................................................... 116 54.3.1 MAINTENANCE SCHEDULING ........................................................................116 54.3.2 DUTIES PER SERVICE VISIT ............................................................................116 SectionIV.doc viii � ' � � � , `I L � � � � � f ' � � � 5/15/2012 ' � � , ' , � Cl � �1 � � � , � � , ' � 54.4 LITTER .......................................................................................................................116 54.5 VISUAL CHECK ....................................................................................................... 116 54.6 PLANT TRIMMING AND PALM PRUNING .......................................................... ] 16 54.7 PHOENIX SPECIES (CANARY DATE, INDIA DATE, PYGMY DATE, ETC.)..... 1 l6 54.8 DEBRIS REMOVAL .................................................................................................. 116 54.9 TRAFFIC CONTROL ................................................................................................ l l 7 54.10 PEDESTRIAN SAFETY ............................................................................................ I 17 54.1 l PLANT FERTILIZATION .......................................................................................... l l7 54.12 WEED REMOVAL IN LANDSCAPED AREA ......................................................... l 17 54.13 MULCH CONDITION ............................................................................................... l l7 54.14 IRRIGATION SERVICE AND REPAIR .................................................................... 1 l7 54.15 LAWN AND ORNAMENTAL PEST CONTROL ..................................................... 1 l 7 54.1C� PALM FERTILIZATION ............................................................................................ l l7 54.17 FREEZE PROTECTION ............................................................................................ l 18 54.18 LEVEL OF SERVICE ................................................................................................. 118 54.19 COMPLETION OF WORK ....................................................................................... 118 54.20 INSPECTION AND APPROVAL .............................................................................. 1 l 8 54.21 SPECIAL CONDITIONS ........................................................................................... l l8 55 MILLING OPERATIONS ............................................................................................119 SS.I EQUIPMENT, CONSTRUCTION & MILLED SURFACE ...................................... ] l9 55.2 ADDITIONAL MILLING REQUIREMENTS .......................................................... 119 55.3 SALUAGEABLE MATERIALS ................................................................................. 120 55.4 DISPOSABLE MATERIALS ..................................................................................... ]20 55.5 ADJUSTMENTAND LOCATION OF UNDERGROLTND UTILITIES .................. 120 55.6 ADJUSTMENT OF UTILITY MANHOLES ............................................................ l 20 55.7 TYPES OF MILLING ................................................................................................ 120 55.8 MILLING OF INTERSECTIONS .............................................................................. 121 55.9 BASIS OF MEASUREMENT .................................................................................... l2l SS.lO BASIS OF PAYMENT ............................................................................................... 121 56 CLEARING AND GRUBBING ................................................................................... 121 56.1 BASIS OF MEASUREMENT .................................................................................... 121 56.2 BASIS OF PAYMENT ............................................................................................... l21 57 RIPRAP ......................................................................................................................... 121 57.1 BASIS OF MEASUREMENT .................................................................................... 121 57.2 BASIS OF PAYMENT ............................................................................................... 122 58 59 TREATMENTPLANT SAFETY ................................................................................ 122 58.1 HAZARD POTENTIAL ............................................................................................. 122 58.2 REQUIRED CONTRACTOR TRAINING ................................................................ 122 TRAFFIC SIGNAL EQUIPMENT AND MATERIALS ...........................................122 59.1 BASIS OF MEASUREMENTAND PAYMENT ....................................................... 123 ' 60 SIGNING AND MARKING ......................................................................................... 123 60.1 BASIS OF MEASUREMENTAND PAYMENT ....................................................... l23 ' 61 ROADWAY LIGHTING .............................................................................................. 123 SectionlV'.doc ix 5/ I S/2012 1 61.1 BASIS OF MEASUREMENTAND 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 ............................................................................................ l27 63.6 POSTING ....................................................................................................................127 63.7 WEB PAGES UPDATES ............................................................................................ 127 64 OVERHEAD ELECTRIC LINE CLEARANCE ...................................................... 127 64.1 CLEARANCE OPTIONS ........................................................................................... 127 642 REQUIRED MINIMUM CLEARANCE DISTANCES ............................................ l27 SectionIV.doc x 5/15/2012 , ' Section IV —Technical Specifications 1 SCOPE OF WORK , 1.1 SCOPE DESCRIPTION ' � � � � , ' ' L� ' � �J � Project Name: Water Treatment Plant No.2 — Contract 2: Raw Water Transmission Main US19 Crossing Project Project Number: 10-0039-UT (B) Scope of Work: Construction of a raw water supply system with approximately 2,000 linear feet of 8-inch raw water transmission main piping, 2,000 linear feet of l2-inch raw water transmission main piping, 3,700 linear feet of 8-inch concentrate water piping, 3,600 linear feet of 6-inch backwash water piping, 900 linear feet of 6-inch sanitary force main piping and 3,600 linear feet of 3-inch communication conduit piping. In addition, modifications to the existing City potable water system associated with the new raw water transmission mains. The Contractor shall provide one fixed and two 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: 270 CONSECUTIVE CALENDAR DAYS � SectionIV.doc Page 1 of 128 5/IS/2012 ' Sec[ion 1V — Technical Specifications 1.2 SCOPE OF WORK CHECKLIST Project Name: Water Treatment Plant No.2 — Contract 2: Raw Water Transmission Main US19 Crossing Project Project Number: 10-0039-UT-(B) The following Articles of the Technical Specifications will apply to this contract if marked "X" as shown below: 1 � Sco e Of Work 2.1 � Line and Grade Shall Be Performed B The Contractor 2.2 ❑ Line and Grade Shall Be Performed B The Cit 3 � Definition Of Terms 4 � Order And Location Of The Work 5 � Excavation For Under round Work 6 � Concrete 7 � Excavation And Forms For Concrete Work ' 8 � Reinforcement ' 9 � Obstructions 10 � Restoration Or Re lacement Of Drivewa s, Curbs, Sidewalks And Street Pavement ' 11 � Work In Easements Or Parkwa s 12 � Dewaterin l3 � Sanitar Manholes ' l4 � Backfill 15 � Street Crossin s, Etc. 16 � Raisin Or Lowerin Of Sanita Sewer, Storm Draina e Structures 17 � Unsuitable Material Removal l8 � Underdrains 19 ❑ Storm Sewers 20 � Sanita Sewers And Force Mains � 21 ❑ Draina e 22 � Roadwa Base And Sub rade 23 � As haltic Concrete Materials ' 24 � Ad'ustment To The Unit Bid Price For As halt 25 � General Plantin S ecifications 26 ❑ Hd e Deformed - Reformed Pi e Linin 27 � Plant Mix Drivewa s 28 ❑ Re ortin Of Tonna e Of Rec cled Materials 29 � Concrete Curbs 30 � Concrete Sidewalks And Drivewa s 31 � Soddin 32 ❑ Seedin 33 ❑ Storm Manholes, Inlets, Catch Basins Or Other Storm Structures 34 � Material Used 35 � Conflict Between Plans And S ecifications 36 � Street Si ns 37 � AudioNideo Recordin Of Work Areas 38 � Erosion And Siltation Control SectionIV.doc Page 2 of 128 5/15/2012 � , , , ' ' � , � ' � � ' � 39 40 4l 42 43 44 45 46 47 48 49 50 Sl 52 53 54 55 56 57 58 59 60 6l 62 63 64 r: 2.1 Section IV —Technical Specifications Utility Tie In Location Marking Award Of Contract, Work Schedule And Guarantee Potable Water Mains, Reclaimed Water Mains and A Gas System Specifications Tennis Courts Work Zone Traffic Control Cured-In-Place Pipe Lining Specifications for Polyethylene Sliplining Specifications for Polyvinyl Chloride Ribbed Pipe Gunite Specifications Sanitary and Storm Manhole Liner Restoration Project Information Signs ln-Line Skating Surfacing System Resident Notification of Start of Construction Gabions and Mattresses Lawn Maintenance Specifications Milling Operations Clearin� and Grubbine Riprap Treatment Plant Safety Traffic Signal Equipment and Materials Signing And Marking Roadway Lighting Tree Protection Project Web Pages Overhead Electric Line Clearance FIELD ENGINEERING 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 reyuired 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 SectionIV.doc Page 3 of 128 5/I S/2012 Section IV —Technical Specifications disturb any such markets. 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 Ill, ARTICLE l- 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 yuantities 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 ar state authorities, shall mean the latest standard, code, specification, or tentative standard adopted and published at the date of receipt of bids, unless specifical(y stated otherwise. 3.2 ABBREVIATIONS AND SYMBOLS Abbreviations used in the Contract Documents are defined as follows: SectionlV.doc 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. Page 4 of 128 _ __ , , � � LJ � � � I� � C. I � ' I� � � � 5/15/2012 ' � , ' �J ' � ' ' ' � ' , � ' � ' ' � � SectionlV.doc I �I ANSI APA ASAE ASCE ASHRAE ASME ASSE ASTM AWG AWMA AWS AW WA CFR CISPI CRSI CS DEP DOT EPA FAC FBC FFPC FGC FMC FPC FedSpec HI IBBM IEEE IPS MIL NAAMM NBFU NEC NEMA NFPA NPT NWMA PCA PCI SBC SBCCI SDI SFPC SGC SJI SMACCNA Section IV —Technical Specifications American National Standards Institute American Plywood Association American Society ofAgricultural 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 Florida Building Code Florida Fire Prevention Code Florida Gas Code Florida Mechanical Code Florida Plumbing 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 Page 5 of 128 5l15/2012 Section IV —Technical Specifications f�SSOCl1i1011 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 far 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 wark 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 far 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 Reyuirements 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 reyuirements or provide alternate means for the accomplishment of the City's wark at the Contractor's expense. The restoration quantities, if any, contained in the bid proposal for this contract to not contain su�icient 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 far 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 ' ' ' ' ' , � I� � � , � ' � ' ' C� , �� , , � � ' , ' ' ' 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 conforrri 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 acimixtures or special placement considerations are reyuired. The Contractor sha11 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 7.1 EXCAVATION AND FORMS FOR CONCRETE WORK 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 befare the forms are placed. Concrete shall be poured "in the dn,�� 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 SectionIV'.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 Reinfarcement shall conform to the requirements ofAASHTO 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 shal) 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 l 80. 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 reyuired 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 syuare yard: concrete - per square foot; curbs - per lineal foot; sidewalk 4" or 6" thick - per square foot. SectionIV.doc Page 8 of 128 ' ' � ' ' ' , , ' � ' ' � ' ' � , 5/ts/2o12 , ' L1 , � � � � � Section IV — Technical Specifications Concrete walks at drives shall be a minimum of 6" thick and be reinforced with 6/6 X] 0/10 welded wire mesh (also see Articles 8 and 30). The Contractor shall notify the Project Inspector a minimum of 24 hours in advance of all driveway, curb, sidewalk and street restoration and replacement work. 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 resident:s or businesses except as the contractor shall obtain written permission. � � , �I � � ' � t � � ' 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 far 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. 1 Z 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 excavat:ion 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 5/15l2012 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 priar 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 , ' LJ � � � � ' � � ' ' � ' ' ' � 5/15/2012 � � O � � � �� , r � � � �� ' Section IV — Technical Specifications Total Organic Carbon (TOC) 10.0 mg/1 10.0 mg/1 PH, standard units 6.0-8.5 6.5-8.5 Total Recoverable Mercury — by Method l 63l E 0.012 µg/1 OA25 µg/1 Total Recoverable Cadmium 9.3 µg/1 9.3 µg/1 Total Recoverable Copper 2.9 µg/1 2.9 µg/1 Total Recoverable Lead 0.03 mg/1 5.6 µg/1 Total Recoverable Zinc 86.0 µg/1 86.0 µg/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 ofthe analytical test results exceed the screening values listed in Table 1, except TOC, the discharge is not authorized by this permit or b ty he Citv of Clearwater. (a) For initial TOC values that exceed the screening values listed in Table l, 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) ofthis 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 SectionIV.doc Page 11 of 128 5/ I S/2012 Section 1V — Technical Specifications this range. lf 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 eyual to or greater than I 500 mg/l. 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 � LJ � � � � � i � �� II �J � � 5/15/2012 ,' � � ' � 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 "O" 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 l and 2 of Z. 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 SectionN.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 I S 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 ar 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 ofAASHTO 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. SectionIV.doc Page 14 of 128 C � � � r r� � � � � � � 5/IS/2012 � � � C�l 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 ineasurement 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. � 1-a � � � � � II u � � 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 stif�ness 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. � SectionN.doc � Page I S 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 ar 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 � � � �� LJ � � 5/IS/2012 � � � � � � ' � � Section 1V — 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 GRAVI'TY 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. Se�ver 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 SAALL 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 LJNI B 5. � The bottom trench width in an unsupported trench shall be limited to the minimum practicable width (typically pipe OD plus 8 to 12-inch on each side) allowing working space to place and compact the haunching materiaL The use of trench boxes and movable sheeting shall be ' SectionIV.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 reyuired to remove unsuitable material and bed pipe in Class I material (l/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/IS/2012 � �� 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 4l .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. 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 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 F,ngineer. 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 F:ngineer) per Section 300 of FDOT's Standard Specifications (latest edition). Repairs SectionIV.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 91l 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 ] 85. 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 far 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 suf�icient 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. � � (__J � � �_ � SectionIV.doc Page 20 of 128 5/IS/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 far 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 ineasurement shall be the number of square yards of base in place and accepted as cailed 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, eyuipment, 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 rninimum 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 far 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 ineasurement 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 � SectionIV.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 Marshal) Mix Design asphaltic concrete materials on 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 90l 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 be 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. Pavment reductions for asnhalt related items shall be determined bv the followin�• SectionlV.doc Page 22 of 128 � � � � � 1 � � 5/15/2012 � � � � � , � � � � Section IV —Technical Specifications 1. Density per Section 330-11 of FDOT's 2000 Standard Specifications. 2. F'inal 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 '/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'/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 notifv 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 33l 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 LAYER THICKNESS (Inches) THICKNESS (Inches) Type S—I Type S—I with Type S—III FC-3 Type S—Ill Type S—I Type S—III with FC-3 with FC-3 Top Layer Top Layer Top Layer 1 st 2nd 1 st 2"d 1 st 2nd 1 st 2°d 1 st 2nd l st 2nd l 1 1 l'/� 1'/z 2 1��4 3�4 � 1 � 2'/� 1'/a 1'/a 1'/2 l ]'/z 1 3 l'/z 1%z 2 1 2 1 * At the Engineer's discretion, 2" of S-III is acceptable for use on residential streets Additional Notes: 1. 7ype S—III shall be limited to the final (top) structural layer (one layer only). � SectionIV.doc � Page 23 of 128 5/I S/2012 Section IV — Technical Specifications 2. All asphalt pavement designs shall conform to the requirements of Sections 33l 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 ar 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/IS/2012 � � � � IJ� � � � � �' � Section 1V — 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 reyuirements of A.S.T.M. A-36. The riser shall be a single piece with a stainless stee) 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 responsibiliry 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 hid item for asphalt. 2. All pavement markings impacted by placement of asphalt shall be replaced prior to the road being open to traf�ic 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. Mareover, the � SectionIV.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 l Ol . 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 ineasurement 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 reyuired 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. se�t�onlv.ao� Page 26 of 128 � � � lJ �� t� snsi2oi2 � � � � Section 1V —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. F'rice 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 lndex 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://wwwl l.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. � SectionIV.doc � Page 27 of 128 5/15/2012 Section 1V —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 Contractar 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 traf�ic 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 far 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 D1785. 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: l. 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 �� SectionIV.cioc � 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 2'/Z" IN. AND LARGER A. Provide the following, unless otherwise noted on Drawings: I . AW WA-G509 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 arifice. 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 traf�ic 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/IS/2012 � � � �' � � � � � '� � � Section IV —Technical Specifications C. For air relief assembly use an Ametek # I 82001 (6") economy turf box cover comparable to Brooks, or approved equal. 25.1.2.10 DRIP IRRIGATION 25.1.2.10.1 CONSTRUCTION with # 182002 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- f7ushing/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 x�ressure 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", l8" 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 AirNacuum 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. SectionIV.doc Page 31 of 128 5/15/2012 Section N — 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 shali 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 L1NIK Control Modules. SectionlV.doc Page 32 of 128 5/15/2012 � � � � � lJ � � � � � � � � 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. [f 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 eyuipment is contingent upon and subject to integration with all other underground utilities. Contractar 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. � SectionIV'.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 l 8" 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 %2 in. C. Compact backfill according to Section 125 of FDOT Specification Book, l 996 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 C� 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. Compaction shall be obtained by the use of inechanical 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. SectionIV.doc Page 34 of l28 5/IS/2012 ` � LJ � � � ' � � � , � � Section IV —Technica) 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. I'repare 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. G 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: (. 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: l. Piping under existing pavement may be installed by jacking & boring. ' SectionIV.doc , Page 35 of 128 5lIS/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. lnstall where indicated and with suf�icient 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 reyuired 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 � � f�, � � � � � � , � � �I 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 Heaith 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 reyuired maintenance period, two copies of typewritten instructions recommending procedures to be established by the Owner for maintenance of landscape wark 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.: 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 lsland 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. SPR.: Spread, branches measured in natural untied position to the average crown diameter, not including extreme leaves, branches or fronds. ST. TR.: Straight trunk. MIN.: Minimum. GAL.: Gallon container size, i.e., 1 gallon, 3 gallon, 7 gallon, etc. O. C.: On center, distance between plant centers. DIA.: Diameter. LVS.: Leaves. SectionIV.doc . __ Page 38 of 128 s/15/2012 � � � �� C1 � L� � � � 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.: B&B: PPP: FG: STD.: 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. �3alled and burlapped in accordance with horticultural standards of the American Association of Nurserymen. I'lants per pot. Field grown. Owner: Standard, single, straight trunk. "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 25.2.1.8.1 PRODUCT DELIVERY, STORAGE, AND HANDLING 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. � SectionIV'.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 SectionIV.doc Page 40 of ]28 5/15/2012 � � � ;� � � � i � � � � � �, L�1 � � � Ll � � � � � , 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 Contractar 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. I'lant species, sizes, etc. shall be per Plans and Specifications on Plant Material Scheduled. Nomenclature is per Manual of Cultivated Plant, Standard Encyclopedia of l�orticulture, 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. � SectionIV.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 reyuested, 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 accarding to the label directions as specified on the plan. B. Install mulch to an even depth of 3" before compaction. SectionIV.doc Page 42 of 128 � �J � � � � � �� 5/IS/2012 � � LJ ' , �J � � � � � 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 t:1 or 2:1 for complete fertilizer formulations. Phosphorus shall be no more than '/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 l6" wood connected with two -'/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 ar 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-'/2 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 ar weeds shall be treated with Monsanto's "Round-Up" per manufacturer's specifications. All proposed landscape areas SectionIV.doc Page 44 of 128 5/15/2012 � � �_ 1 � �� '�� , � � � 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-'/z 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. �1 �I , 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. SectionIV.doc Page 45 of 128 5/15/2012 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 arganic 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 l 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 � � ' � � � � � � � � � � i , � , � �� 1 gallon 3 gallon 5 gallon 7 gallon Trees Palms Section IV —Technical Specifications 1 - 21 gram tablet 2 - 21 gram tablet 3 - 2l gram tablet 4 - 21 gram tablet 3 tablets each '/z" (12 millimeters) caliper 7- 2l 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 (l00 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. F3ackfill 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. F'lant spacing shall be "on center" and varies with the different plant species. Space each variety of plant eyually 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. I)uring periods of drought, sod shall be watered sufficiently at its origin to moisten the soi] 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. SectionIV.doc Page 47 of l28 5/ I S/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:] 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 3/4 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 reyuire 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. SectionIV.doc Page 48 of 128 5/15/2012 �� J � � � � ' � � � ' � � 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 fandscape 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 � SectionIV.doc , Page 49 of 128 5/I S/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 l5 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 SO of 128 S/15/2012 � �1 � � � � � � � � � � � L� � � � � � LJ � � � i � � Section N — 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 ptant shall be given the equal amount of warranty. � 26.1 HDPE DEFORMED - REFORMED PIPE LINING INTENT � It is the intention of this specification to provide for the trenchless restoration of 8" to l2" 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 eyuipment to provide for a complete, fully restored and functioning installation. � � � � � � � � , 26.2 PRODUCT AND CONTRACTOR/INSTALLER ACCEPTABILITY The City reyuires that all contractors be prequalified. See General Conditions regarding contractor preyualification. 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 reyuirements. Material shall have a minimum thickness of SDR 32.5. Pipe specimens shall comply with the minimum propert,y values shown below with the applicable ASTM requirements: Material Pro e ASTM Method Value HDPE Tensile Strength D 638 3,300 psi Elasticity Modulus E=113,000 psi SectionIV.doc Page 51 of 128 5/15/2012 Section IV — Technical Specifications HDPE Impact Strength D 256 A 3.0 ft-]b/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. 342] 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 wi11 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 � � �� i � � � � � � i i � � � � � � � � � Section 1V —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. � �� J r � � � 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 accardance 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. � SectionIV.doc ' Page 53 of 128 5/15/2012 Section IV — Technica) 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. T'he 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 ineasurement shall be lineal feet of curb in place and accepted. 29.2 BASIS OF PAYMENT Payment shall be the unit price per linea) 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 reyuired. 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 SectionIV.doc Page 54 of 128 5/15/2012 � � � � , � �� ' � , � � � � �J � ' � � � � � ' LJ � � Section 1V — Technical Specifications more than l00 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 l0/l 0 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 ineasurement 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 Contractar 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/]5/2012 Section 1V —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 far 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 Ib. of Rye Seed (to total 60 lb. 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. SectionIV.doc Page 56 of 128 5/IS/2012 � L' � � LJ � � � �� U � ' � � u � � � � � , �LJ � , � � , � 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 lunction 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 O 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. � i� � � r � ' � ' ' 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 Traf�ic Engineering Division a minimum of 24 hours in advance of the proposed sign relocation, covering or removal. 37 37.1 AUDIONIDEO RECORDING OF WORK AREAS CONTRACTOR TO PREPARE AUDIO/VIDEO 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 (2I ) days prior to construction in any area. SectionIV.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, AUD10 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. SectionIV.doc Page 58 of 128 � � , � � , � � ' �I � � � � , , 5/15/2012 , ' u � � � � � iJ � � , � , � , � , �� 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. SectionIV.doc Page 59 of 128 5/15/2012 Section N — 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 reyuired, 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 ar 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 reyuired 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 reyuired to prohibit discharge of silt through the outfall structure during construction of any detention area and will be reyuired 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) syuare 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 a$er the in channel work is completed. SectionlV.doc Page 60 of 128 u �I ' � � � i � � lJ ' YI � � � � , 5/ I S/2012 � � ' ' ' ' Section IV — Technical Specifications Silt curtains ar 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. � �� I 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 4001ineal 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. ll ' , � � � , � ' , 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. SectionN.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: l st occurrence - Warning 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. SectionIV.doc Page 62 of 128 r, L�J I I � � , � , � , � ' � � ' � , � 5/15/2012 , ' � � � � � � � � � � � � � � � � � � � Section TV—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: Inspector's Name: Inspector's Signature: CITY OF CLEARWATER PLANNING & DEVELOPMENT SERVICES 727 562-4741 & ENGINEERING/CONSTRUCTION 727 562-4750 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.) 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 Oi] 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 41.1 POTABLE WATERMAINS, RECLAIMED WATERMAINS AND APPURTENANCES 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. ' , ' , u � , f_ ' � � L_.J � � � , � C� ' SectionIV.doc Page 64 of 128 5/15/2012 ' � 1 ' , LJ ' ' , ' ' , � � , � 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 ANSI/AWWA CI51/A21.51 81 or latest revision. Pipe thickness class, wall thickness and working pressure shall conform to the following table: Size Class Thickness Rated Water Working Pressure (In.) (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 ANSI/AWWA 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 ANSI/AWWA 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 accardance 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 Ductite 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 ]V —Technical Specifications Size Dimension Ratio Rated Water Working Pressure Laying Length (OD/Thick.) (PSI) (Ft) 4 18 l50 20 6 ]8 150 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 ofASTM 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 l2 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/AW WA C 153/A 2l .53. The working pressure rating shall be 350 P.S.I. Ductile iron fittings shall be coated and lined in accordance with require reyuirements of ANSI/AWWA C104/A21.4. Mechanical joint glands shall be ductile iron in accordance with ANSI/AWWA Clll/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. � ' � ' , , LJ r � , � � � ' ' � , SectionIV.doc Page 66 of 128 5/15/2012 , � ' ' , � ' , ' ' LJ ' � 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 oi� valves shall be operated by methods which will allow operation in any position with respect to the vertical. Gate valves far 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 ] 50 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 l6-inch diameter, inclusive, shall be resilient seated gate valves encapsulated with EPDM Rubber in conformance with ANSI/A.W.W.A. Standard Specification C509-S15 latest revision. These valves shall include the following features consistent with C509-515, full opening unobstructed waterway, zero leakage at 200 ps.i. differential pressure, all internal parts removable from bonnet without removing body from pressure main, corrosion resistant bronze or stainless steel nonrising stem with O 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. � � , � �� u 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 3- 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/IS/2012 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 81D 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 AW WA 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 G502 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 O-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 (l-1/2-inch) pentagon nut. 10. Nozzles shall be of the tamper resistant, 1/4 turn type with O-ring seals or threaded into upper barrel. Nozzles shall be retained with a stainless steel locking device. ll. 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 O- 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. SectionIV.doc Page 68 of 128 , ' ' ' , ' ' , ' t � ' , ' � ' � 5/15/2012 ' , , , ' Section 1V — Technical Specifications 18. Hydrant body shall have a factory finish of yellow paint. All paints shall comply with AW WA 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 offwithout 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 I-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. �I I� ' , �I , � ' ' � ' 41.2.7 TESTS, INSPECTION AND REPAIRS 1. All materials shall be tested in accordance with the applicable Federal, ASTM or AW WA 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 accessaries 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: SectionIV.doc Page 69 of 128 5/15/2012 Section IV — Technical Specifications 1. 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 l. 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. SectionIV.doc Page 70 of 128 ' ' ' '�_ 1 , � LJ ' ' l.J ' � ' , ' , ' siisi2o�2 ' ' , � 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 Contractar 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 ar 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. � � ' LJ , 1 � � � 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 par-ticular 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 reject:ion. 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 l 0-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 reyuired, 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. SectionIV.doc Page 72 of 128 5/IS/2012 u � � � ' � � ' � ' � LJ � � ' , ' ' , � ' � � �r � � � �� r � � 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 I 50 pounds per square inch for a period of two (2) hours and shall conform to AW WA 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 AW WA 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. SectionIV.doc Page 73 of 128 5/15/2012 Section IV —Technical Specifications 41.5.4 RESIDUAL CHLORINE TESTS After the sterilization outlined above has been accomplished, flushing shall continue until free residual chlorine tests not less than 0.2 ppm nor more than 3.0 ppm. Residual chlorine test shall be in accordance with standard methods using a standard DPD test set. 41.5.5 BACTERIAL TESTS After the water system has been sterilized and thoroughly flushed as specified herein, City of Clearwater Water Division or the Owner's Representative personnel shall take samples of water from remote points of the distribution system in suitable sterilized containers. The City shall forward the samples to a laboratory certified by the Florida State Board of Health for bacterial examination in accordance with AWWA C651. If tests of such samples indicate the presence of coliform organisms, the sterilization as outlined above shall be repeated until tests indicate the absence of such pollution. The bacterial tests shall be satisfactorily completed before the system is placed in operation and it shall be the Contractor's responsibility to perform the sterilization as outlined above. If inethods of sterilization differ materially from those outlined above, such methods shall be in accordance with directives of the Florida State Board of Health and all methods employed shall have the approval of that agency. Definite instructions as to the collection and shipment of samples shall be secured from the laboratory prior to sterilization and shall be followed in all respects. The City of Clearwater shall secure clearance of the water main from the Florida Department of Environmental Protection before the water distribution system is put into operation. 41.6 MEASUREMENT AND PAYMENT 41.6.1 GENERAL Bids must include all sections and items as specified herein and as listed on the Bid Form. Payment for the work of constructing the project will be made at the unit price or lump sum payment for the items of work as set forth in the Bid, which payment will constitute full compensation for all labor, equipment, and materials required to complete the work. No separate payment will be made for the following items and the cost of such work shall be included in the applicable pay items of work: � Clearing and grubbing • Excavation, including necessary pavement removal • Shoring and/or dewatering • Structural fill � Backfill � Grading • Tracer wire • Refill materials • Joints materials • Tests and sterilization • Appurtenant work as required for a complete and operable system. SectionIV.doc Page 74 of 128 ' ' � � � � r � I __I � , 5/IS/2012 ' , JL 0 ' 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. � ' , � r 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 2110 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 ' � � � �I � , �' � 41.6.4.1 MEASUREMENT The yuantity 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 SectionIV.doc Page 75 of 128 5/IS/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 I/2" of true grade in preparation of 1" leveling course. Priar 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-IlI 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 SectionIV.doc Page 76 of 128 5/15/2012 � l� � � � � � �J � � � � � � � � � � � ' � Section IV — Technical Specifications be approved. 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. 43.1.6 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 resurfacer 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 � reyuire 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. � SectionIV.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. Factars 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/IS/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 starage 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 (] 0) 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 ( I) 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. SectionTV.doc Page 79 of 128 5/IS/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 ofthe 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 Ayuablend 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 � � � ' 43.2.8 FENCING � 43.2.8.1 DESIGN Section IV —Technical Specifications 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-l/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-offtype, and offset to permit 180-degree gate opening. Provide one and one-half (l-l/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 1 SectionlV.doc Page 81 of 128 5/15/2012 1 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 — l/2) inches. Positioning shall be in accordance with regulations ofthe USTA. 43.2.10.7 MISCELLANEOUS EQUIPMENT Deliver the following eyuipment 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. SectionIV.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'long 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. , � � � � � L� � ' �J � 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 8� FIXTURES The Contractor shall install three (3) new sixty foot (60') poles and fourteen (l4) 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, I-[igh 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/IS/2012 Section IV — Technical Specifications Pole T] existing 5 fixture pole, remove one fixture and place on pole TS Pole T2 existing 12 fixture pole, remove six fixtures and place on pole TS Pole T3 existing 5 fixture pole, remove one fixture and place on pole TS Pole T4 new pole with new seven fixtures and two circuits Pole TS new pole w/existing sixteen fixtures (8 on one side and 8 on the other) and 2 circuits Pole T6 new pole with new seven fixtures and two circuits Pole T7 existing 5 fixture pole, remove two fixtures and place on pole TS Pole T8 existing 12 fixture pole, remove four fixtures and place on pole TS Pole T9 existing 5 fixture pole, remove two fixtures and place on pole TS 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 shatl 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 eyual. 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. SectionIV.doc Page 84 of 128 � LJ � � u � � � � ' � � � � � 5/15/2012 � 1 , ' � l� �� , � ' 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 44.1 WORK ZONE TRAFFIC CONTROL 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 Flarida Department of Transportation for the Project, incorporating the methods and criteria contained in Part VI, Standards and Guides far 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: l_ � , � � � � • 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 traff3c control and protection devices. • Provide safe passageways for pedestrians through, in, and/or around construction or maintenance work zones. The 20(14 Design Standards (DS), Index 600 "When an existing pedestrian way or bicycle way is located within a traf�c 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 , SectionIV.doc ' Page 85 of 128 5/15/2012 Section IV — Technical Specifica[ions 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 f-or 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 � � � �� I� � , , � , � � ' � � ��, , i , ' � � ' � , ' , , � f__� 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 1 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 1V — 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. ]n 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 3,000 psi ASTM D790 4,500 psi ASTM D790 300,000 psi ASTM D2290 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 eyual liner system must be approved by the Engineer as an equal system prior to receiving bids. Request for contractor preyualification 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 Contractar 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 reyuired 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/IS/2012 ! � C� 1 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 shali 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. � � L_.J � , � l_ � 45.7 LATERAL RECONNECTION Sanitar}� 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. , SectionIV.doc Page 89 of 128 5/15/2012 � 46 46.1 46.1.1 Section IV —Technical Specifications SPECIFICATIONS FOR POLYETHYLENE SLIPLINING MATERIALS 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 reyuired, 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 yuality 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 , ' u � ' ' � ' � ' � � , , � � LJ � � I'� � �� , 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. , ' � � � � , , , � �I �� L_ I 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. l6-inch diameter liner (SDR 26) into 18-inch existing sewer. 18-inch diameter liner (SDR 26) into 2l-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, carkscrews, 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. SectionIV..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 l/2:l 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 reyuired 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 reyuirements. 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 terminates. 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. ' n, � � , , � ' , � � � � ' � ' l_1 � SectionlV.doc Page 92 of 128 5/15/2012 , C� , ' , ' ' , u 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 contractar 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 shauld 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 47.1 ' �J SPECIFICATIONS FOR POLYVINYL CHLORIDE RIBBED PIPE 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. C��1�=1 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. SectionIV.doc Page 93 of 128 5/15/2012 Section IV — Technical Specifications Standard laying lengths shall be 13 ft. +] 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 I.5 (one and one hal� 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 C 150 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. SectionIV.doc Page 94 of 128 5/15/2012 ' ' � , � ' , u , , � r , , ' , � � L_J ' Section 1V — 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 C I 50 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 ' Passing No. 4 Sieve Passing No. 8 Sieve Passing No. 16 Sieve ' Passing No. 30 Sieve Passing No. 50 Sieve Passing No. ] 00 Sieve ' 48.6 WATER 100% 95% to 100% 80% to l 00% 50% to 85% 25% to 60% 10% to 30% 2% to ] 0% 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 833 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 1V — Tech�ical 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 (l) 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 eyuipment 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 eyuipment 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. Seyuence 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 SectionIV.doc Page 96 of 128 5/]5/2012 �� LJ ' ' � ' ' ' , ' ' ' ' , , � �J ' r ' , ' � ' ' , ' ' � � ' ' ' , ' ' ' � , Section IV —Technical Specifications surface as practicable, with the nozzle held approximately 3 feet from the work (except in confinecl 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. "Cemperature 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 inesh 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 suf�icient 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 wark, 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 surf'ace. 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 N — 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 eyuipment 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 reyuired 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 l50 feet of material hose: Comp. Cap Max. Hose Dia. Max. Size Nozzle Min. Air Press. (cfm) (In.) (In.) (psi) 365 1 5/8 1 5/8 60 600 2 2 gp 750 2 1/2 2 1/2 90 For each 25 feet of material hose used in excess of l50 feet, the required air pressure shall be increased by 5 psi. Air Compressor: Any standard type of compressar 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 reyuired 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/IS/2012 , ' � ' , ' ' ' r ' ' , ' , r ' ' r ' ' ' , ' l__ J , 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; Traf�ic 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. , , � II ' ' �l � ' 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. Contractar 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. � SectionIV.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. SectionIV.doc Page 100 of 128 ' ' � ' , r ' , � ' ' ' ' , ' ' ' snsizo�2 ' , ' � �I � ' � � � , � r, �I � Section ]V —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 reyuirements: 1. Compressive Strength (ASTM C-109) l5 min., 200 psi 6 hrs., 1,400 psi 2. Shrinkage (ASTM G596) 28 days, 150 psi 3. Bond (ASTM C-952) 28 days, 150 psi 4. Cement 5. Density, when applied 49.5 INFILTRATION CONTROL Sulfate resistant l05 +/- 5 pcf Strong Plug shall be used to stop minor water infiltration according to the manufacture's recommendations and shall have the following minimum requirements: l. 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: l. 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. SectionIV.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 vo}ume. 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 U2" 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 ]28 5/IS/2012 ' � � ' � � ' ' � ' � � � ' � ' ' � � � � r � � � �� ' � 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 rnix 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 l5 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 ofthe 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 ar 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. , SectionN.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 inercury shall be drawn and the vacuum pump shut off. With the valves closed, the time shall be measured far 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 far 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 SectionIV.doc 1-3 minutes 1 day 510 psi 3 days 745 psi 28 days 855 psi 1 day 3, I 25 psi 7 days 7,808 psi 28 days 9,543 psi Page ] 04 of 128 ' � r � � � � � r � � � � � 5/15/2012 � �� Section IV — Technical Specifications Flexural Strength ASTM C 78 49.12.2.2 HYDROPHILIC GROUTING 1 day 410 psi 3 days 855 psi 28 days 1,245 psi 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 � � � � � � � 49.12.2.3 WATERPROOFING 8.75-9.17 Ibs/gal ASTM D-3574 150 psi ASTM D- 412 250% ASTM D-3574 Less than 4% ASTM D-1042 Non Toxic 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 to Calcium Aluminate Cement ASTM (to be given) 1,200 1,800 psi Tensile Strength (7 day cure) ASTM C 190 Permeability 1,3 day cure) CRD 48 55 49.12.2.4 CEMENT LINING 380 psi (2.62 MPa) 325 psi (2.24 MPa) 8.1 x10 llcm/sec to 7.6x10 cm/sec at l 00% RH at 50% RH 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 AsUn C 495 Compressive Strength, Psi 7000 11000 12000 13000 As[m C 293 Flexural Strength, Psi 1000 1500 1800 2000 AsUn C 596 Shrinkage At 90% Humidity -- <0.04 <0.06 <0.08 Astm C 666 Freeze-Thaw Aft 300 Cycle No Damage AsUn C 990 Pull - Out Strength 200 - 230 Psi Tensile Astrn 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 11 l6 and ASTM C l Ol 8, 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 Color (other colors available on request) Pot Life, hrs Tensile Strength, psi, min Tensile Elongation, % Water Extractable Substances, mg./sq. in., max Bond Strength to Cement (ASTM 882) psi 49.12.2.6 CHEMICAL RESISTANCE l:l Light Gray 1 2,000 10 —20 5 1,800 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. SectionIV.doc 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. Page ]06 of 128 , ,� � � � ,� � � � 5/IS/2012 �� 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/crystal l ization. 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 zert 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. � SectionIV.doc � Page 107 of 128 5/l5/2012 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 inercury 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 ,� � � � � L.J � � 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 irregutarities 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: u � � � 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 .OS -.07 gallons per syuare 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 ]09 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 .OS-.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 .OS-.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 (l ) 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-.OS 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 syueegee. 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 I 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 +' � � � � �, l� � L_; � � � � � � u 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. F'lexiflor 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 IIl, 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-461 H, 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'/2 inches. The overall diameter of the mesh wire (galvanized wire core plus PVC coatingl 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 care, 0.087 inches in diameter (approx. US gauge 13 '/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 Section 1V —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 ASTM A-641. 53.1.1.2 PVC (POLYVINYL CHLORIDE) COATING The coating shall be gray in color and shall have a nominal thickness of 0.0216 inches but not less than O.OlS 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 l 30 to l.34. 2. Tensile Strength: a. According to ASTM D-142; not less than 2980 psi. 3. Modulus of Elasticity: a. According to ASTM D-4 ] 2; not less than 2700 psi at 100% strain. 4. Resistance to Abrasion: a. According to ASTM 1242; weight loss <12% (Method B). 5. Brittleness Temperature: 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 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-1 17 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 I 12 of 128 5/15l2012 � � � � � � � � � � t _1 � � � � � � � � � � �7 � � �� 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: l. 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. Llongation: a. Shall not show change higher than 25% of its initial value. 6. Modulus of Elasticity: ��. 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 l OT096), 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 climension shall not exceed 5% by weight. All filler material shall be uniformly graded between 4 inch and 8 inch (equivalent spherica] diameter) and shall be angular in form. Rounded stones shall not exceed l0% 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: 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 fi41, Table 3. 2. All wire shall be galvanized according to ASTM A 641, Table l. 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. T'his 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 inesh 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. SectionIV.doc Page 114 of 128 5/15/2012 � � 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 shal] then be filled to the top. � � Filler stone shall not be dropped more than l2" 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 reyuired 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. SectionIV.doc Page I 15 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. SectionIV.doc Page 116 of 128 5/15/2012 � � � � lI � � � � �I J � � � � � � L_J � � 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. SectionIV.doc Page ll7 of 128 5/15/2012 Section 1V — Technica) 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 (l) 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 I 1:00 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 wark 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. Sectionl V.doc Page 118 of 128 � � � � � _� � � 5/ISl2012 � � � � 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. Z'he Contractar shall be responsible for damage to any plant material or site feature caused by the Contractar 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 55.1 MILLING OPERATIONS EQUIPMENT, CONSTRUCTION & MILLED SURFACE Unless otherwise noted in the specs, plans or this Article, the milling operation shall be performed in accordance with Section 32? 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 contractar 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. r 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 1nd/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. Sectio�IV.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. SectionIV.doc Page 120 of 128 � � � ,� �� 5/IS/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. � � � � � L� � � 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 ineasurement 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 ineasurement 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/IS/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 chlarine, 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 detectars, � 'L.1 � � � � � � � SectionN.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 trafiic 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 traf�ic 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 ineasurement and payment shall be specified in the contract documents and/ar 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 traf�ic 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 ineasurement 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 ineasurement 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. � se�c�oniv.ao� � Page 123 of 128 5/15/2012 62 Section IV —Technical Specifications 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 ar excavation impacts the root system. Roots can be pruned utilizing specified root pruning equipment designed for that purpose ar by hand digging a trench and pruning roots with a pruning saw, chain saw or other eyuipment designed for tree pruning. Root pruning by trenching equipment ar excavation equipment is strictly prohibited. Roots located in the critical root zone that will be impacted by SectionlV.doc Page 124 of 128 � � � � �. � � � � � snsi2o�2 � �� 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 priar 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 l 8" 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. Exclvations 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. 1 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 perfortned 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.or�/TR/1999/WAI-WEBCONTENT 19990505/ http://www.section508.�ov/ 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. SectionIV.doc Page l26 of 128 5/IS/2012 � � � � � � � � � � � � � � � �' � � � � 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 atherwise 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 MINIMUM CLEARANCE DISTANCE (nominal, kV, aiternating current) (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 IV — 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. � � � � � LJ � � � SectionIV.doc Page 128 of 128 5/15/2012 � � # � � � � � � 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 Ol 06 30 in Section IVa Supplemental Technical Specifications. � � � � � � � � � ARTICLE 18, 19 & 20 Articles l8, 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. For concrete joints: City of Clearwater Section Na WTP No.2 — Contract 2: Raw Water Transmission Main Supplementary Technical Specifications US19 Crossing Project 10-0039-UT-(B) IVa -1 Issued for Bid January 2013 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: l. 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 eliminate pinholes or holidays. Do not use compound on surfaces to which new concrete is to be bonded. City of Clearwater Section Na WTP No.2 — Contract 2: Raw Water Transmission Main Supplementary Technical Specifications US19 Crossing Project 10-0039-UT-(B) IVa -2 Issued for Bid January 2013 � � � � � � � � � �� 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, I50° 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 ] 60° 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 l80 (Modified Proctor Density Test)." City of Clearwater � WTP No.2 — Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid 7anuary 2013 � Section IVa Supplementary Technical Specifications Na -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 reyuirements of the FDOT and Section O1 55 00 Na Supplemental Technical Specifications. ARTICLE 23 — ASPHALTIC CONCRETE MATERIALS 23 Add the following statements- 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 Contractar 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. ARTICLE 41 — WATER MAINS AND APPURTENANCES City of Clearwater Section Na WTP No.2 — Contract 2: Raw Water Transmission Main Supplementary Technical Specifications US19 Crossing Project 10-0039-UT-(B) IVa -4 Issued for Bid January 2013 � � � � � � � � � C� � � � � � � 41.2 Article 41.2.2.1 Ductile Iron Pipe shall be superseded by Section 33 1 l 13.13 in Section Na Supplementary Technical Specifications. Article 41.2.2.3 Fittings and Joints shall be superseded by Section 33 1 l 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 H20 highway traffic loads (16,000 lb wheel loads). � � � LJ 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 Section 33 11 10 & Section 33 11 13.13 in Section IVa Supplementary Technical Specifications. � Article 41.52 Flushing shall be superseded by Section 33 11 10 & Section 33 ll 13.13 in Section Na Supplementary Technical Specifications. � LJ � � � � 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 the City. The contractor is responsible for the MOT reyuirements 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 City of Clearwater Section Na WTP No.2 — Contract 2: Raw Water Transmission Main Supplementary Technical Specifications US19 Gossing Project 10-0039-UT-(B) IVa -5 Issued for Bid January 2013 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 IN 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 Specitications. In cases where conflicts may exist, the most stringent specification Section(s) shall apply. DIVISION O1— GENERAL REQUIREMENTS Section 01 00 l0 010311 Ol 06 30 O l 07 00 Ol 31 13 O1 45 00 O1 45 29 O1 50 00 O1 55 00 Title Project Requirements Construction Scheduling Measurement and Payment Contract Closeout Project Coordination Quality Control Testing Laboratory Services Temporary Facilities Maintenance of Traffic (FDOT Section 102) DIVISION 02 — EXISTING CONDITIONS Section Title 02 02 60 Topsoiling and Finished Grading 02 4l 00 Demolition DIVISION 09 — FINISHES Section Title 09 09 00 Painting and Coatings DIVISION 31— EARTHWORK Section Title 31 00 00 Excavation and Trenching City of Clearwater WTP No.2 — Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 Section IVa Supplementary Technical Specifications IVa -6 � � � � � � � � � � � � � � � � DIVISION 33 - UTILITIES Section 33 OS 2 �.13 33 l l 10 33 l ] 1i.13 33 12 16 33 12 4 i � C� � � � � � lJ � � Title Horizontal Directional Drilling Water Utility Piping — High Density Polyethylene Pipe Water Utility Piping - Ductile Iron Pipe and Fittings Water Utility Valves and Appurtenances Water Utility Tracer Wire END OF SUPPLEMENTARY TECHNICAL SPECIFICATIONS � City of Clearwater � WTP No.2 — Contract 2: Raw Water Transmission Main US19 Gossing Project ]0-0039-UT-(B) Issued for Bid January 2013 � Section IVa Supplementary Technical Specifications IVa -7 THIS PAGE LEFT BLANK INTENTIONALLY City of Clearwater Section Na WTP No.2 — Contract 2: Raw Water Transmission Main Supplementary Technical Specifications US19 Crossing Project 10-0039-UT-(B) IVa -8 Issued for Bid January 2013 � � � � i 1 � �i � L'J � � � �J i � � � � � � �_ � � � � � � � SECTION O1 00 10 PROJECT REQUIREMENTS PARTI- GENERAL 1.O1 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 2,000 linear feet of 8-inch well transmission main, 2,000 linear feet of 12-inch and l6-inch raw water transmission main piping, 3,700 linear feet of 8-inch concentrate piping, 3,600 linear feet of 6-inch backwash piping, 900 linear feet of 6-inch sanitary force main and 3,600 linear feet of 3-inch communication conduit piping. In addition, modifications to the existing City potable water system associated with the new raw water transmission mains. All piping 12-inch or smaller shall be installed via horizontal directional drilling (HDD). Open cut for piping 12-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 for piping larger than 12-inch 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 comparable inside pipe diameter. All piping 12-inch or larger installed via HDD shall be HDPE. 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 Autharized Project Representative. City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Gossing Project ]0-0039-UT-(B) Issued for Bid January 2013 O1 00 10 - 1 2 3 Specifications: See the appropriate Technical Sections of these Specifications for detailed information on materials, equipment, and installation. 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 accardance 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.l l 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. No pressure testing is required far the 3" conduit piping. 7. Sterilization: The Contractor is responsible for sterilization of all new or modified potable or raw water 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 Specifcation 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 City of Clearwater WTP No. 2-Contract Z: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 O1 00 10 - 2 � � � � � � � � � � � � � �� LI � � damaged, destroyed or otherwise rendered unsuitable for their intended function during the construction of the project. 10. Restoration a. b. c. 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. 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. 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. ll. Permits a. � The City has 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 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 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 48" water transmission main running along USl9. 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. The Contractor shall obtain, maintain and pay for all other permits, licenses, comply with building and construction codes and other authorizations reyuired 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. City of C'learwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project ]0-0039-UT-(B) Issued for Bid January 2013 O1 00 10 - 3 I .02 1.03 12. OSHA Regulations: The Contractor must be aware of and comply with the OSHA regulations regarding all trenching operations. l3. Tracer Wire a. For details see Specification 33 12 43 of Section IVa — Supplemental Technical Specifications. 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 wark will reyuire 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. PROJECT COMPLETION A. The concentrate water pipeline from the Drew Street/Old Coachman Road intersection to the Water Treatment Plant No. 2 property shall be constructed and substantially completed on or before December 1, 2013. PROJECT COORDINATION B. 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 3 4 5 The flow of material and equipment from suppliers. The interrelated work with public and private utiiity companies. The interrelated work with the Owner where tie-ins to existing facilities are required and where existing equipment must remain in operation. The effort of independent testing agencies. City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US 19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 Ol 00 10 - 4 � � � � � � � � �� r � � , 1.04 A. 1.05 /:1 � L) F. Work on Drew Street, west of USl9 must be scheduled outside of spring training season (beginning of February through end of March) at Bright House Field. Work within FDOT Right-of-Way shall be coordinated as required by the FDOT Utility Permit. Work within Pinellas County Right-of-Way shall be coordinated as required by the Right-of-Way Utilization Permit. 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 be no construction work causing service interruptions to utilities customers, unless advance written approval is secured from the affected utility authority. QUALITY ASSURANCE 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. JOB CONDITIONS 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. City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 O1 00 10 - 5 l .06 A. OCCUPANCY 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. l .07 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. 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. � � Ll � � � � �� 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. 1.08 A. REFERENCE STANDARDS Reference to the standards of any technical society, organization, or associate, or to codes of ]ocal or state authorities, shall mean the latest standard, code, specification, CiTy of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 01 00 10 - 6 � � � i � , � � � � 1.09 A. � � I� � � � � � � , � � I _� or tentative standard adopted and published at the date of receipt of bids, unless specifically stated otherwise. 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. 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 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 City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main USl9 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 01 00 10 - 7 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 lnstitute SMACCNA Sheet Metal and Air Conditioning Contractors' National 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 1.10 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 reyuire all persons on the site (except owner's employees) to observe the same regulations as he requires of his employees. 1.11 n PROTECTION OF EXISTING UTILITIES AND STRUCTURES 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 th�ir facilities and provide markings to serve as reference to the contractor. City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 O1 00 10 - 8 � � � � � � U � � � � � � � � � � � � � � � 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. ! l.12 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 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 1.13 A For details see Specification 62 of Section IV — Technical Specifications. SAFETY REQUIREMENTS 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. , ' I I � � 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 City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 Ol 00 10 - 9 3 certifications in his files for a period of not less than three years following finalacceptance. The Contractor shall consider all available geotechnical infi�rmation 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 requirem�.nts 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 reyuired by all local, state and federal guidelines. The Engineer is authorized to halt the wark if this requirement is not met. 1.14 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 aba.tement 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 re:sidences and/or commercial structures. Minimum noise abatement measures shall consist of equipping all engines with hospital grade mufflers or silencers. 1.15 WATER FOR HDD, FLUSHING, TESTING, AND OTHER USES A. The Contractor will be responsible for providing all temporary lir►es 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 renzove 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. 1.16 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 pavin;g operation. UP City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US 19 Crossing Project ] 0-0039-UT-(B) Issued for Bid January 2013 O] 00 10 - 10 � � �J � � � � , � LJ � � � li ' , � � LJ , TO 25% BY WEIGHT OF THE ASPHALTIC CONCRETE MIXES MAY BE RECLAIMED ASPHALT PAVEMENT (RAP) MATERIAL. u � � � � � ' � � � � l� , END OF SECTION � City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission , Main US19 Crossing Project ]0-0039-UT-(B) Issued for Bid January 2013 O1 00 10 - 11 � THIS PAGE LEFT BLANK INTENTIONALLY City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Gossing Project 10-0039-UT-(B) Issued for Bid January 2013 O1 00 10 - 12 � , � PART1- GENERAL � � n U , � � � � � � 1.01 /:1 SECTION O1 03 11 CONSTRUCTION SCHEDULING PROGRAM DESCRIPTION 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 wark 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 ofpreparing and utilizing the specified CPM scheduling technique. A statement of CPM capability shall be submitted in writing to the Engineer within I S 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 arder 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 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 O1 03 I 1- 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 ofthe 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. 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 ofthe 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 ofthe network by the Engineer. G. Except where earlier completions are specified, CPM schedules which show completian 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: l . Activity numbers City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 O1 03 11 - 2 �, LI � � ' � � � � � � � r � � � ' ' ' � ' i � � 2. Estimated duration 3. Activity description 4. Early start date (calendar dated) 5. Early finish date (calendar dated) 6. 7. 8. 9. Latest allowable start date (calendar dated) Latest allowable finish date (calendar dated) Status (whether critical) Total float and free float B. In addition, each schedule shall be prefaced with the following summary data: 1. 2. 3. 4. 5. Contract name and number Contractor's Name Contract duration Contract schedule 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 u � li �_J ' ' ' A. Within 30 calendar days following the receipt of the 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 ofthe 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 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 O1 03 ll- 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 reyuired 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 netwark. Activities shall not be considered to be complete until they are, in fact, ] 00 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 ofthe 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 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 O1 03 I 1- 4 u ' � � , CI �l � , � , r � � � � � � ' ' ' ' , ' � , �l �J ' � � , ' �� ' � ��I ' 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 wark. 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. Ifthe 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 ofthe affected portions ofthe 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 reyuests 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 City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main USl9 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 O1 03 1 I- 5 affect 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 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. 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 Contractar 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 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 O1 03 11 - 6 , �� iL _1 � , �1 ' �� L__J � LJ ' � � � C� �� , , � PARTl- GENERAL r1.01 SCOPE , SECTION Ol 06 30 MEASUREMENT AND PAYMENT A. This section supersedes all measurement and payment paragraphs from Section 1V — Technical Specifications. It covers methods of ineasurement and payment for items of Work under the Contract. � 1.02 GENERAL , ' L__J ' u , , � ' � ' ' 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. : 1.03 The successful low bidder for the Wark will be determined based on the amount in the Total Project Cost (Bid Items 1-56) from the Bid Tab Table included in Section V — Contract Documents. 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 far 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 wark done and materials furnished. Contractor agrees that he will make no claim for damages, anticipated profits, ar 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. City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US 19 Gossing Project 10-0039-UT-(B) Issued for Bid January 2013 O1 06 30 - I 1� 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 payment for excavation of rock or for backfill where rock is excavated below subgrade. 1.OS 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. 1.07 A. Refer to Agreement. MEASUREMENT AND PAYMENT Bid Items far the Water Treatment Plant No. 2— Contract 2: Raw Water Transmission Main US19 Crossing Project (10-0039-UT): 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 eyuipment 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 far 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. City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 O1 06 30 - 2 , II�J � ' LJ � � ' ' , � ' ' ' � ' � � , ' , � , , � � ' ' ' � ' � ' � , ' ' , ►� 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 therefare in accordance with the following: Percent of Original Allowable Percent Contract Amount of Lump Sum Price Earned for the ltem 10 30 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 (3.5% Max.) Lump Sum 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 wark. 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 and in O1 55 00 Maintenance of traffic in Section Na — Supplementary 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 Gulf-to-Bay Blvd, Drew Street, and US 19. All MOT plans shall be signed and sealed City of C'learwater WTP No. 2-Contract Z: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 01 06 30 - 3 L7 c. 0 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 (l .5%) of the bid total for the total project. lf 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. 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. 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 (l0%) work completion milestone. Payment shall be made under: Item No. 2— Maintenance of Traffic (MOT) (1.5% Max.) Lump Sum 3. Bid Items Nos. 3, 4, 5, 6, 7, 8, 9, l0, l l- F&I HDPE Pipe by Horizontal Directional Drill a. Description: These Bid Items describe measurement and payment for HDPE pipe installed by directional boring. 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. 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, , Dl/HDPE mechanical joint adapters, ductile iron spool pieces at tie-in locations between fittings and valves, connecting/tie-ing into existing stubbed out pipes, 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, City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main USl9 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 O1 06 30 - 4 , ' � � , ' � ' , , � ' � ' � � ' ' ' ' , � ' , , i , � C , ' , , � � , ' , � 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 (including existing pipes impacted by construction) and concentrate pipe; erosion control; concrete encasement; sod replacement; asphalt pavement replacement; driveway replacement; concrete sidewalk replacement; concrete curb replacement; bollard removal and replacement; signage removal and replacement; underdrain restoration and all other related and necessary materials, work and equipment reyuired to construct a complete operable pipeline. . If the location and elevation of existing utilities at roadway intersections or any other location prevent the Contractor from directional drilling the raw or potable water mains less than 6 feet deep, the water mains shall be installed by open-cut method using fittings as required to avoid conflict with the existing utilities. All roadway, concrete curb, concrete sidewalk and sod restoration shall be included in this bid item. Payment shall be made under: u. iii. iv. v. vi. vii. viii ix. Item No. 3— F&I 3" Communication Conduit HDPE DR11 Pipe by Horizontal Directional Drill Item No. 4— F&I 6" Sanitary Sewer Force Main HDPE DRI l Pipe by Horizontal Directional Drill Item No. 5— F&I 6" Backwash Water HDPE DRI 1 Pipe by Horizontal Directional Drill Item No. 6— F&I 8" Raw Water HDPE DR9 Pipe by Horizontal Directional Drill Item No. 7— F&I 8" Raw Water HDPE DR11 Pipe by Harizontal Directional Drill Item No. 8— F&I 8" Potable Water HDPE DR11 Pipe by Horizontal Directional Drill Item No. 9— F&I 8" Concentrate Water HDPE DRll Pipe by Horizontal Directional Drill Item No. 10 — F&I 12" Raw Water HDPE DRI1 Pipe by Horizontal Directional Drill Item No. 11 — F&I 22" Horizontal Directional Drill with 8" Concentrate Water HDPE DR9 Pipe, 6" Backwash Water HDPE DR9 Pipe and 3" Communication Conduit HDPE DR9 Pipe Ciry of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 O1 06 3� - 5 � _ __ � � Bid Items Nos. l2, l 3, 14, l 5, 16, l 7, 18, l 9, Z0, 21, 22 — F&l Ductile Iron or HDPE Pipe by Open Cut � a. � c. Description: These Bid Items describe measurement and payment for ductile iron (DI) pipe or HDPE pipe installed by open cut. 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 l8 inches. The pay yuantities 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. Measurement: Measurement will be horizontally, above the centerline of the pipe, and includes the length of any valves or fittings. The limits of ineasurement 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 8 shall be measured for this bid item. Payment: Payment will be according to the diameter, thickness class, lining material, coating, and type of joint, as set forth on the Proposal. 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, 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 (including existing pipes impacted by construction) and concentrate pipe; erosion control; concrete encasement; underdrain restoration and all other related and necessary materials, work and equipment reyuired to construct a complete operable pipeline. If the location and elevation of existing utilities at roadway intersections or any other location prevent the Contractor from directional drilling the raw or potable water mains less than 6 feet deep, the water mains shall be installed by open-cut method using fittings as reyuired to avoid conflict with the City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Gossing Project 10-0039-UT-(B) Issued for Bid January 2013 Ol 06 30 - 6 ' ' � LJ LJ , , '�J �� ,�, ' ' L_J � ' , ' ' � �-, L_ ' � � ' , , ' � � � , � � ' ' ' existing utilities. All roadway, concrete curb, concrete sidewalk and sod restoration shall be included in this bid item. d. Payment shall be made under: ii. iii. iv. v. vi. vii. viii ix. x. ix. Item No. 12— F&I 3" Communication Conduit HDPE Pipe by Open Cut Item No. 13— F&I 6" Sanitary Sewer Force Main HDPE Pipe by Open Cut Item No. l4— F&I 6" Backwash Water HDPE Pipe by Open Cut Item No. 15 — F&I 6" Sanitary Sewer Force Main DI Pipe by Open Cut Item No. 16 — F&I 6" Backwash Water DI Pipe by Open Cut Item No. 17 — F&I 8" Potable Water HDPE Pipe by Open Cut Item No. l 8— F&I 8" Raw Water HDPE Pipe by Open Cut Item No. 19 — F&I 8" Concentrate Water HDPE Pipe by Open Cut Item No. 20 — F&I 8" Concentrate Water DI Pipe by Open Cut ltem No. 21 — F&I 12" Raw Water HDPE Pipe by Open Cut Item No. 22 — F&I 12" Raw Water DI Pipe by Open Cut 5. Bid Item Nos. 23, 24, 25, 26, 27, 28, 29 — F&I Restrained Joints far Ductile Iron or HDPE Pipe a. L�^ Description: This bid item describes measurement and payment for retainer gland assemblies or locking gaskets used in installing restrained joints on DI or HDPE pipe and associated ductile iron fittings. 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. 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, wark, and eyuipment 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. Ciry of C'learwater WTP No. 2-Contract 2: Raw Water Transmission Main USl9 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 01 06 30 - 7 d. Payment shalt be made under: i. Item No. 23— F&I 6" Restrained Joints for HDPE Pipe ii. Item No. 24— F&I 6" Restrained Joints for DI Pipe iii. Item No. 25— F&I 8" Restrained Joints far HDPE Pipe iv. Item No. 26— F&I 8" Restrained Joints for Dl Pipe v. Item No. 27— F&I l2" Restrained Joints for HDPE Pipe vi. Item No. 28— F&I 12" Restrained Joints for DI Pipe vii. Item No. 29— F&I l 6" Restrained Joints for DI Pipe 6. Bid Item No. 30 — F&I Compact Ductile Iron Fittings a. Description: This Bid Item describes measurement and payment for compact ductile iron pressure pipe fittings for the construction of the raw water mains, potable water mains, concentrate, backwash or force main piping as shown on the plans. The quantity to be paid for under this Item will be based on the thearetical 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 far furnishing and installing all joint accessaries, 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. 30 — F&I Compact DI Fittings. , ' � ' � L� �J ' ' � , u ' ' � 7. Bid Items Nos. 31, 32, 33 — F&I Resilient Wedge Gate Valves and Valve ' Boxes City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 01 06 30 - 8 ' , , i� � � ' � � � lI � � � a � c. � Description: These Bid Items describe measurement and payment for valves of various sizes, and valve boxes, for potable or raw water pipelines. The yuantity 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. Measurement: Measurement will be per each valve according to the diameter, type, and joint requirements, as set forth on the Proposal. 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, 2-inch schedule 80 PVC pipe, brass coupling and plug, 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. Payment shall be made under: i. ii. iii Item No. 31 — F&I 6" Resilient Wedge Gate Valve & Valve Box Item No. 32 — F&I 8" Resilient Wedge Gate Valve & Valve Box Item No. 33 — F&I l2" Resilient Wedge Gate Valve & Valve Box 8. Bid Item No. 34 — F&I Pull Boxes for Communication Conduits a. l� c � 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. Measurement: Measurement will be per each based on the number of pull boxes with covers installed. Payment: The unit bid price includes furnishing and installing pull boxe 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. Payment shall be made under: '�' City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission � Main USl9 Gossing Project 10-0039-UT-(B) Issued for Bid January 2013 O1 06 30 - 9 � � 10 Item No. 34 — F&I Pull Boxes for Communication Conduits Bid Item No. 35, 36, 37, 38, 39 — F&I Combination Air Valve a. Q c. � Description: This Bid Item describes measurement and payment for combination air valves for potable water, raw water, sanitary sewer, concentrate or backwash pipelines. The quantity to be paid for under this item is the number of above or below ground combination air valves including polyethylene covers or concrete rings and cast iron frame and covers acceptably installed where shown on the Contract Drawings or where directed by the Project Representative. Measurement: Measurement will be per each based on the number of combination air valves with covers installed. 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, reinforced concrete rings and footer, manhole cast iron frame and cover, joint sealant, 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. Payment shall be made under: i. Item No. 35 — F&I Combination Air Valve — Type I ii. Item No. 36 — F&I Combination Air Valve — Type II iii. Item No. 37 — F&I Combination Air Valve — Type III iv. Item No. 38 — F&I Combination Air Valve — Type IV v. Item No. 39 — F&I Combination Air Valve — Type V Bid Item No. 40 — Root Pruning .� � 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. 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. City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US 19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 Ol 06 30 - 10 ' � , � � � � � ,� � � �' � � � � � � � ' � �� 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 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. 40 — Root Pruning ] 1. Bid Item No. 4l — 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: Item No. 41 — Tree Barricades 12. Bid Item No. 42 — Remove Trees a. � Description: This bid item describes measurement and payment to remove trees associated with the installation of pipelines. 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. Payment sfiall be made under: i. Item No. 42 — Remove Trees City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 O1 06 30 - 1] 13. Bid Items Nos. 43, 44, 45, 4C� Connect to or Reconnect Existing Potable or Raw Water Mains 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/PVC or DI/HDPE mechanical joint adapters, wet tapping and associated valves and fittings, ductile iron spoot pieces at tie-in locations between fittings and valves, restraint couplings, two 12-gauge Copperhead 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 ar 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: � � � Item No. 43 — Disconnect Existing 8" WM from Existing 16" WM at North Side of S.R. 60 (Sheet CO2) Item No. 44 — Tapping of Existing 8" WM with 8"x8" Tapping Sleeve and Valve at North Side of S.R. 60 (Sheet CO2) Item No. 45 — Reconnections to Existing 16" RWM and Existing 16" WM North of Well #53 (Sheet CO2) City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Pmject 10-0039-UT-(B) Issued for Bid January 2013 O1 06 30 - 12 � � � � � � � � �� ' � � � � � � 14. 15. iv. Item No. 46 — Reconnect Existing 16" Fresh RWM from Existing 16" Brackish RWM to Proposed 8" Fresh RWM (Sheet C04) Bid Item No. 47 — Sod Restoration as Directed by the Owner or the Owner's Authorized Project Representative a. L c. ,� e 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. 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. 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. 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. Payment shall be made under: Item No. 47 — Sod Restoration as Directed by the Owner or the Owner's Authorized Project Representative Bid Item No. 48 — 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 harizontal 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 syuare yards of concrete driveway installed at the applicable contract unit price and shall include all labor, equipment, providing and installing formwork, steel '— City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission � Main US 19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 O1 06 30 - 13 � � � 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: Item No. 48 — Concrete Driveway Restoration as Directed by the Owner or the Owner's Authorized Project Representative 16. Bid Item No. 49 — 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 autharized 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, eyuipment, 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 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: � Item No. 49 — Concrete Sidewalk Restoration as Directed by the Owner or the Owner's Authorized Project Representative 17. Bid Item No. 50 — 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 __ City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 Ol 06 30 - 14 � � u � � L�J � � � � � � � � � � � � c. � � Representative. The quantity to be paid for under this Item is the length in linear feet acceptably furnished and installed. Measurement: Measurement will be the horizontal measurement of the linear feet of concrete curbs restored as determined by the Owner or the Owner's autharized Project Representative. 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. 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. Payment shall be made under: i. Item No. 50 — Concrete Curb Restoration as Directed by the Owner or the Owner's Authorized Project Representative l8. Bid Item No. 51 — Underdrain Restoration as Directed by the Owner or the Owner's Authorized Project Representative a. [7 c. � e Description: This Bid Item describes measurement and payment for underdrain including restaration, 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. Measurement: Measurement will be the horizontal measurement of the linear feet of underdrains restared 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 fiberous 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 underdrain detail on Sheet 90 of the Construction Drawings and in accordance with the Contract Specifications. 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. Payment shall be made under: City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 O1 06 30 - 15 � 20 Item No. 51 — Underdrain Restoration as Directed by the Owner or the Owner's Authorized Project Representative Bid Item No. 52 — Asphalt Paving Restoration as Directed by the Owner or the Owner's Authorized Project Representative a. Description: This Bid Item describes measurement and payment far 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 Contractar away from the new pipeline alignment, service connections, or meter boxes unless directed by the Owner or the Owner's autharized Project Representative. e. Payment shall be made under: i. Item No. 52 — Asphalt Paving Restoration as Directed by the Owner or the Owner's authorized Project Representative. Bid Item No. 53 — 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 autharized Project Representative. b. Measurement: The yuantity to be paid for under this item is the volume in cubic yards of material removed as determined by field dimensions 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: City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US 19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 O] 06 30 - 16 � � � � � � (� � � � � � � � � � �� 21 22. Item No. 53 — Unsuitable Material Excavation Below Grade as Directed by the Owner or the Owner's Authorized Project Representative. Bid Item No. 54 — Select Backfill Below Grade as Directed by the Owner or the Owner's Authorized Project Representative a. L c. � 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. 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. 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 incidenta] items necessary to accomplish the work. Payment shall be made under: Item No. 54 — Select Backfill Below Grade as Directed by the Owner or the Owner's Authorized Project Representative. Bid Item No. 55 — Asphalt Overlay as Directed by the Owner or the Owner's Authorized Project Representative a. L7 � � e 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. 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. 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. 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. Payment shall be made under: City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 O1 06 30 - 17 Item No. 55— Asphalt Overlay as Directed by the Owner or the Owner's Authorized Project Representative. 23. Special Bid Item 56 — Owner's 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 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. City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 O1 06 30 - 18 Ll � � �l � � � � 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 2: Raw Water Transmission � Main US 19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 01 06 30 - 19 � THIS PAGE LEFT BLANK INTENTIONALLY City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 O1 06 30 - 20 � � � C� � � � � � SECTION O1 07 00 CONTRACT CLOSEOUT PART l. - GENERAL 1.1 SECTION INCLUDES A. Fina) cleaning F3. Adjusting (:. Project record documents D. Warranties 1.2 FINAL CLEANING 1.3 1.4 1.5 n F3. Execute final cleaning prior to final inspection. Remove waste and surplus materials, rubbish, and construction facilities from the site. ADJUSTING A. Adjust operating Products and equipment to ensure smooth and unhindered operation. WARRANTIES A. Provide duplicate notarized copies of all applicable warranties and guarantees. F3. 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. I). Submit prior to final Application for Payment. F;. 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. PROJECT RECORD DOCUMENTS City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 O1 07 00 - l A. Record information concurrent with construction progress as indicated in specifications. See Section III Article 6.l I.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 Section. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTION City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 O1 07 00 - 2 � , �' � � SECTION Ol 31 13 PROJECT COORDINATION PART1- GENERAL 1.01 A. 1.02 SUBMITTALS Review, approve, and submit submittals required by Contract Documents with reasonable promptness and in such sequence as to cause no delay in the Work. 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 individua] sections. 1.04 A. PROJECT PERMITS Obtain MOT permit for the Project and maintain a copy of permit for the Project at the Site. B. Contractar shall be fully responsible to abide by provisions of permits. Contractor is � responsible for the selection; implementation and operation of ineasure reyuired by the permits, including the maintenance of said measures as necessary during construction. No additional compensation will be allowed for any work associated i with the permit requirements. � � � L_J 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 (8l l) 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 O1 03 I1-Construction Scheduling in Section IVa — Supplementary Technical Specifications. City of Clearwater WTP No. 2-Contract Z: Raw Water Transmission Main US 19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 O1 31 13 - 1 C Project Milestones: Generally described is description of each below: 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: b c. i. ii. iii. iv. v. vi. vii. viii ix. A written notice that the Work is substantially complete. A list of items to be completed or corrected and explanations thereof. 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. All required pressure testing is completed and pipelines have been cleared for use/certified, including FDEP clearance for use. As-Builts have been submitted by a licensed Florida PSM in both hard copy and digital (CAD) format to the Owner. Record Drawings/Documents are complete and have been submitted and reviewed in accordance with the Contract documents. The pipeline/transmission system is fully-operational and is able to transmit water to the treatment facility. All areas to be used and occupied are safe and complete. All deficiencies noted on inspection reports or non- conformances are corrected or the correction plan is approved. 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. Should the Owner and/or the Engineer determine that the Work is not substantially complete: [� � The Owner and/or the Engineer will promptly notify Contractar in writing, giving the reasons therefore. Contractor shall remedy the deficiencies in the Work and send a second written notice of substantial completion to the Owner and/or the Engineer. The Owner ar 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 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 20l 3 O1 31 13 - 2 � ' r-� �� J � � � , lJ � �� 1 � � � � ' � � � � � � f� Prepare a tentative Certificate of Substantial Completion, with a tentative list of items to be completed or corrected before final inspection. 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: �. ii. iii. iv. v. vi. vii. Contract Document requirements have been met. Work has been inspected for compliance with Contract Documents. Work has been completed in accordance with Contract Documents. Equipment and systems have been tested in the presence of Owner's representative and are operational. All minor deficiencies have been corrected ar completed and the Work is ready for final inspection. All As-Builts and Record Drawings/Documents have been submitted to the Owner in their acceptable formats (CAD, etc). 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. ii. iii The Owner and/or the Engineer will promptly notify the Contractor in writing, listing the incomplete or defective work. 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. 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 conduct activities to enable bypassing continuously, unless otherwise specified. City of C9earwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 O 1 31 13 - 3 is of critical importance. Schedule and of existing flows around the facilities A B C Tests will be performed under provisions identified in this section. Assemble and erect specified items, with specified attachment and anchorage devices, flashings, seals, and finishes. Where mock-up is specified in individual Sections to be removed, clear area after mock-up has been accepted by Owner's Project Representative. 1.5 INSPECTION AND TESTING LABORATORY SERVICES � : Contractor will appoint, employ, and pay for services of an independent firm to perform inspection and testing. 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, Contractar, and the Engineer, in duplicate, indicating observations and results of tests and indicating compliance or non-compliance with Contract Documents. � � � L1 � 1� � D. Cooperate with independent firm; furnish samples of materials, design mix, equipment, tools, storage and assistance as requested. � � 2. Notify Owner and independent firm 24 hours prior to expected time for operations requiring services. 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. 1.6 MANUFACTURERS' FIELD SERVICES AND REPORTS I:� � � r 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 warkmanship, start-up of equipment, test, adjust, and balance of equipment as applicable, and to initiate instructions when necessary. City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Gossing Project 10-0039-UT-(B) Issued for Bid January 2013 01 45 00 - 2 � � � � � � � � � � � � � � � � � � SECTION Ol 45 00 QUALITY CONTROL PART 1 - GENERAL 1.1 QUALITY ASSURANCE/CONTROL OF INSTALLATION A. Monitor quality control over suppliers, manufacturers, Products, services, site conditions, and workmanship, to produce Work of specified quality. �3. 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. L. 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. 1.2 REFERENCES A. Conform to reference standard by date of issue current on date of Owner Bids. l3. 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. 1.3 FIELD SAMPLES A : C Install field samples at the site as required by individual specifications Sections for review. Acceptable samples represent a quality level for the Work. Where field sample is specified in individual Sections to be removed, clear area after field sample has been accepted by Owner's Project Representative. 1.4 MOCK-UP � City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) � Issued for Bid January 2013 O1 45 00 - 1 � A. B. C. Tests will be performed under provisions identified in this section. Assemble and erect specified items, with specified attachment and anchorage devices, flashings, seals, and finishes. Where mock-up is specified in individual Sections to be removed, clear area after mock-up has been accepted by Owner's Project Representative. 1.5 INSPECTION AND TESTING LABORATORY SERVICES A. I: Contractor will appoint, employ, and pay for services of an independent firm to perform inspection and testing. 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 2 Notify Owner and independent firm 24 hours prior to expected time for operations requiring services. Make arrangements with independent firm and pay for additional samples and tests required for Contractor's use. E. Retesting reGuired 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. 1.6 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 eyuipment, test, adjust, and balance of equipment as applicable, and to initiate instructions when necessary. City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main USl9 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 O1 45 00 - 2 � � � � � � r � � � � � � �� (:. Individuals to report observations and site decisions ar 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 C'learwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 O1 45 00 - 3 [ � � � � � � � � � � � , � � � � r � SECTION O1 45 29 TESTING LABORATORY SERVICES PART 1 - GENERAL l .l SELECTION AND PAYMENT 1.2 1.3 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. 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. LABORATORY RESPONSIBILITIES A. B. C. D. E. Test samples of mixes submitted by Contractor. Provide qualified personnel at site. Cooperate with Owner and Contractor in performance of services. Perform specified inspection, sampling, and testing of Products in accordance with specified standards. Ascertain compliance of materials and mixes with requirements of Contract Documents. Promptly notify Owner and Contractor of observed irregularities or non-conformance of Work ar Products. City of C'learwater WTP No. 2-Contract 2: Raw Water Transmission Main USl9 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 01 45 29 - l 1.4 1.5 1.6 F. Perform additional inspections and tests required by Owner's Project Representative. LABORATORY REPORTS A. After each inspection and test, promptly submit two copies of laboratory report to Owner and to Contractor. B. Include: l . 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 reyuested by Owner, provide interpretation of test results. 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. 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. City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Gossing Project 10-0039-UT-(B) Issued for Bid January 2013 01 45 29 - 2 , , � � � � � � � � � � � � � � � � , 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 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 O1 45 29 - 3 � � SECTION O1 50 00 TEMPORARY FACILITIES PART 1 - GENERAL 11 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. � � � � � � �� !__J 1.2 F3ARRICADES 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. ll. 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. City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 01 50 00 - 1 1.3 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, 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. l.4 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. 1.5 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 specified in Section IV Article 38. � 1.6 SWEEPING A. The Contractor shall sweep loose material from the pavement at the end of each � workday. l .7 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. Ciry of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 Ol 50 00 - 2 i �I � _1 � � � , � � � � � � � � � � � � � � � � � � 1.8 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 2: Raw Water Transmission Main US19 Crussing Project 10-0039-UT-(B) Issued for Bid January 2013 01 50 00 - 3 � � � SECTION Ol 55 00 MAINTENANCE OF TRAFFIC (FDOT SECTION 102) PART 1 - DESCRIPTION � 1.01 GENERAL L� � � 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 far 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 � � � [�'� 2.02 A. 2. 3. 4. 5. 6. Work Zone Pavement Markings Paint Glass Spheres Temporary Traffic Control Device Materials Retroreflective and Nonreflective Sheeting for Traffic Control Devices TEMPORARY TRAFFIC CONTROL DEVICES 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 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 O1 55 00 - 1 � 2.04 A COMMERCIAL MATERIALS FOR DRIVEWAY MAINTENANCE 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. 3.02 A. B. Maintain traffic starting the day work begins on the project or on the first day Contract time is charged, whichever is earlier. WORKSITE TRAFFIC SUPERVISOR 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. Ensure that the Worksite Traffic Supervisor performs the following duties: l. 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 4. Is on site during all nighttime operations to ensure proper Maintenance of Traffic. 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 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 O1 55 00 - 2 LJ � � � � � � ,� � � �,I �J �� , � 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 Supervisar 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. � � � LJ � 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 befare beginning work using an alternate TCP. The Engineer's written approval is required far all modifications to the TCP. The � Engineer will only allow changes to the TCP in an emergency without the proper documentation. � � � r 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 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 Ol 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 al) 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 A 5.06 ACCESS FOR RESIDENCES AND BUSINESSES Provide continuous access to all residences and all places of business. PROTECTION OF THE WORK FROM INJURY BY TRAFFIC � 1 _1 � � �� J �� 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 A FLAGGER Provide trained flaggers in accordance with FDOT Section 105. City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 O1 55 00 - 4 � � � � LJ � 5.08 CONFLICTING PAVEMENT MARKINGS � � � � � � � � ' � � r � � 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. : C. 5.09 Remove all pavement markings that will be in conflict with "next phase of operation" vehicle paths as described above, before opening to traffic. Cost for removing conflicting pavement markings (paint, tape, thermoplastic, raised pavement markers, etc.) to be included in Maintenance of Traffic, Lump Sum. 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. : C 5.10 Equip all other vehicles and equipment with a minimum of 4 ft� of reflective sheeting or flashing lights. To avoid distraction to motorists, do not operate the lights on the vehicles ar equipment when the vehicles are outside the clear zone or behind a barrier. NO WAIVER OF LIABILITY A. Conduct operations in such a manner that no undue hazard results due to the reyuirements 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 A. CONSTRUCTION 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 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 O1 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 scabbler 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 scabbler machine to and from the Owner's Structures Shop. Repair any damage to the City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 01 55 00 - 6 � � � � � � � � � � � r � � , � � � � � ' � � � � r � ' � scabbler machine caused by operations at no expense to the Owner. Perform scabbling when determined necessary by the Engineer. The Owner will pay for the cost of scabbling as Unforeseeable Work in accordance with 4-4. A. 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: Traffic control in a signalized intersection when signals are not in use. City of Clearwater � WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 O1 55 00 - 7 � 2. 3. When Standard Index No. 6l9 is used on Interstate at nighttime and required by the plans. When pacing/rolling blockade specification is used. PART 8 - DRIVEWAY MAINTENANCE 8.01 A 8.02 A GENERAL Ensure that each residence and or business has safe, stable, and reasonable access. CONSTRUCTION METHODS 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 wark 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 N 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 2: Raw Water Transmission Main US19 Crossing Project ]0-0039-UT-(B) Issued for Bid January 2013 O1 55 00 - 8 i 1 � � � � � � , � , � � � � , u � � � � {� ' � � � , � � � LJ 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 reflectarized 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 A. 9.05 A. HIGH INTENSITY FLASHING LIGHTS Furnish Type B lights in accordance with the plans and Design Standards. WARNING/CHANNELIZING DEVICES Furnish warning/channelizing devices in accordance with the plans and Design Standards. 102-9.5.1 REFLECTIVE COLLARS FOR TRAFFIC CONES City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 O1 55 00 - 9 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. 102-9.5.2 BARRIER WALL (TEMPORARY) A. Furnish, install, maintain, remove and relocate a temparary 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 reyuirements of Index No. 414. 102-9.5.3 GLARE SCREEN (TEMPORARY) i � � � � CJ � � 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 • 1. When glare screen is utilized on temporary barrier wall, warning lights will not be required. 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 reyuirements 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. 9.07 A. GUARDRAIL (TEMPORARY) 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 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid Januaty 2013 O1 55 00 - 10 �� , � � �1 � � li�' , � � C� ' � � � � � , � � ' , I� L�' 9.08 A 9.09 ADVANCE WARNING ARROW PANEL 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. 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. 9.10 A. B. 9.11 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. PORTABLE REGULATORY SIGNS (PRS) Furnish portable regulatory signs that meet the requirements of FDOT Section 990 as required by the plans and Design Standards. Activate portable regulatory signs only during active work activities and deactivate when no work is being performed. 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. :. 9.12 Activate the radar speed display unit only during active work activities and deactivate when no work is being performed. 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. 9.13 A. 9.14 A. TEMPORARY TRAFFIC DETECTION TECHNOLOGY Furnish, install and operate Temporary Traffic Detection Technology listed on the Owner's APL and approved by the Engineer to restore detection capabilities. TRUCKS AND TRUCK MOUNTED IMPACT ATTENUATORS 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 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 O1 55 00 - I 1 : C Use Truck Mounted Attenuators (TMA), when called for in the Design Standards Limit TMA's to those items listed on the QPL. 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 reyuired, 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 far 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 2: Raw Water Transmission Main US19 Crossing Pmject 10-0039-UT-(B) Issued for Bid January 2013 O1 55 00 - 12 i i � � � ' � ' � �J i� � � �� ' � � ' � � � , � u � , � ' , � i � � ' �� ' ' II �' 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 102-10.2.1 GENERAL A. Use removable tape listed on the Qualified Products List (QPL) and meeting the requirements of FDOT Section 990-5. 102-10.2.2 APPLICATION A. 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 f2%. 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. 102-10.2.3 RETROREFLECTIVITY A. Apply white and yellow traffic stripes and markings that will attain an initial retroreflectivity of not less than 300 mcd/Ix•m2 for white and contrast markings and not less than 250 mcd/lx•mz 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/lx•mz. 102-.10.2.4 REMOVABILITY A. 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 A 10.04 A WORK ZONE RAISED PAVEMENT MARKERS (WZRPM'S) Apply all markers in accordance with the Design Standards, Index No. 600. PAINT AND GLASS BEADS Meet the requirements of FDOT Section 7] 0. PART 11 - METHOD OF MEASUREMENT 11.01 A. GENERAL 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 City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main USl9 Gossing Project 10-0039-UT-(B) Issued for Bid January 2013 Ol 55 00 - 13 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 far 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. : C. l l .04 When the plans show more than one detour, each detour will be paid for separately, at the Contract lump sum price for each. Where a separate item for a specific detour facility is included in the proposal, payment will be made under Special Detour. 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. l 1.05 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 ftz and detailed in the plans will be paid for under Lump Sum MOT. B. Portable signs (excluding Mesh signs and signs mounted with less than 1 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. 11.06 A. BUSINESS SIGNS The number of business signs certified as installed/used on the project will be paid far at the Contract unit price for Business Signs. City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 O1 55 00 - 14 �� U � � �� J� ' � ' u ' , � �� il � � C� �' � ' ' � 1].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 llI, 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) � �� ' � L� � , r � , � 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. l 1.10 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 reyuirements of the Design Standards and have been properly maintained will be paid for at the Contract unit price for Lights Temporary, Barrier Wall Mount. Il.11 A. GLARE SCREEN (TEMPORARY) The certified quantity to be paid for will be determined by the number of sections times the nominal length of each section. l 1.12 TEMPORARY VEHICULAR IMPACT ATTENUATOR 102-11.12.1 REDIRECTIVE A. The quantity to be paid for will be the number of Temparary Vehicular Impact Attenuators (Redirective) certified as installed/used and maintained on the project, including object marker. 102-11.12.2 INERTIA A. 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. 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 ofthe nominal panel lengths. City of Clearwater ' WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 O1 55 00 - 15 r 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 yuantity 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. l l.l6 PORTABLE REGULATORY SIGNS ' ' �J 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 LJNIT � 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. 1 l.l 8 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 A WORK ZONE PAVEMENT MARKINGS The yuantities, 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: 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 City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 01 55 00 - 16 � � �� i � � ��_1 � ' � ' , � �� ' � , , � � � , ' ' � �� ' �I 2. 3 � made for unpainted intervals as determined by plan dimensions or stations, subject to 9-1.3. The net length, in feet, of solid pavement marking authorized and acceptably applied. The number of directional arrows or pavement messages authorized and acceptably applied. The number of WZRPM's authorized and acceptably applied. PART l2 - SUBMITTALS 12.O1 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 2: Raw Water Transmission Main US19 Gossing Project 10-0039-UT-(B) Issued for Bid January 2013 O1 55 00 - 17 ' THIS PAGE LEFT BLANK INTENTIONALLY City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 01 55 00 - 18 � C� ' � ' � � � ' ' � � � � � , , � , ' ' , � , ' � ' , ' � ' , , � , ' ' ' PART 1 - GENERAL 1.01 I� B. 1.02 A. 1.03 A. B. 1.04 A. SECTION 02 02 60 TOPSOILING AND FINISHED GRADING TOPSOILING AND FINISHED GRADING General: l. 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. 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. QUALITY ASSURANCE Finish grading tolerance: 0.] feet plus/minus from required elevations. SUBMITTALS Section III, 6.11.1 — Shop Drawings. Project data: Test reports for finished topsoil. JOB CONDITIONS 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. l. Use existing topsoil stockpiled. City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 02 02 60 - 1 2. If amount of topsoil stockpiled is less than amount necessary for the work, furnish all additional topsoil required. PART 3 - EXECUTION 3.O l A ROUGH GRADE REVIEW 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 . . D. E. PLACING TOPSOIL Do not place topsoil when subgrade is either wet or frozen enough to cause clodding. Spread topsoil to compacted depth of 4-mches for all d�sturbed earth areas. Make finished surface free of stones, sticks, or other material l-inch or more in any dimension. Make finished surface smooth and true to required grades. 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 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 02 02 60 - 2 ' ' � PARTI- GENERAL ' 1.O l A. , 1.02 A. ' SECTION 02 41 00 DEMOLITION SCOPE OF WORK 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. STRUCTURES, PIPING AND EQUIPMENT DEMOLITION 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 A PROTECTION OF PROPERTIES Protection of Public Utilities , 1. The Contractar 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. ' � ' , , ' � � � I.� 1.04 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. 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 A. PERMITS AND FEES 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 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 02 41 00 - 1 PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION 3.O1 DEMOLITION MATERIALS A : 3.02 The Contractor may recycle demolition debris at a licensed or permitted recycling center. However, all other debris must be disposed of at a licensed or permitted disposal facility. 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 accardance 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 priar to any cleaning or disposal of waste sewage material or process equipmendstructures. 0 3.03 All materials and eyuipment resulting from this work shall become the property of the Contractor, and shall be removed from the premises at once. 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 shaIl be removed from the site. Topsoil material shall not be permitted as deep fill materials. Any borrow ar 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 adeyuate drainage. City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 02 41 00 - 2 , , � u LJ � ' ' LJ , ' � ' 1 ' ' II] ' � , , ' � � � � ' � � � ' � � , � ' � ' � 1. All excavations shall be backfilled with acceptable material and compacted according to the reyuirements of Specifications 5, 14 and 41of 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 shal) 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 A 3.05 A ELECTRICAL DISCONNECTIONS The Contractor will coordinate electrical disconnections with the Engineer and/or the Owners representative. SAFETY AND FENCING 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 2: Raw Water Transmission Main US 19 Gossing Project 10-0039-UT-(B) Issued for Bid January 2013 02 41 00 - 3 1 � � � PART1- GENERAL � 1.01 SCOPE OF WORK � SECTION 09 09 00 PAINTING AND COATINGS 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: 1.02 A. 1.03 A. 1. 2. 3. 4. 5. 6. Stainless steel Products with polished chrome, aluminum, nickel or stainless steel finish. Flexible couplings lubricated bearing surfaces, insulation and metal and plastic pipe interiors. Signs and nameplates. Any packing glands, unless otherwise indicated. Surfaces coated with cementitious coating. SUBMITTALS 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. REFERENCE STANDARDS NACE, National Association of Corrosion Engineers � B. ASTM, American Society of Testing and Materials City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission � Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 09 09 00 - 1 � �. 1.04 SSPC, Steel Structures Painting Council 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 C D 1.05 l .06 A : 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. Undercoat and finish coat paints shall be compatible. Painting shall be accomplished by experienced painters specializing in industrial painting familiar with all aspects of surface preparations and applications required for this project. SYSTEM DESCRIPTION - NOT USED DELIVERY, STORAGE, AND HANDLING 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 ofthe paint and steps that should be taken to prevent injury to those handling the product. 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 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 09 09 00 - 2 � � � � � � �� ll � � � � � �� PART 2 - PRODUCTS 2.O1 MATERIALS A I: C. � 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. 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 far the Engineer's approval. Paint used in successive field coats shall be produced by the same manufacturer. Paint used in the first field coat over shop painted ar previously painted surfaces shall cause no wrinkling, lifting, or other damage to underlying paint. 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 1-1 : 2.03 SHOP COATINGS 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. No paint containing lead shall be allowed. 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 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 09 09 00 - 3 � � � 2. Coating System a. Surface Preparation - Sandblast clean (SSPGSP6). 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-SP1. Ductile iron pipe surface prep —NAPF 500-03-04. � b. Prime Coat i. Epoxy (3 mils dry) Tnemec Series 66-121 l Epoxoline ii. New Galvanized Surfaces - SSPC-SP1 Solvent Cleaning, and Tnemec Series 66-1211 Epoxoline Primer c. Intermediate Coat � i. Tnemec 66-color Hibuild EP (3 mils) r„ 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 fareign 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 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 09 09 00 - 4 � � � � � 1 � � �� r I�a 3.02 Surface profile as obtained from sandblasting shall be as recommended by the coating manufacturer. 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 yuantity 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 A. B. C. D. APPLICATIONS All painting shall be done by skilled and experienced craftsmen and shall be of highest quality workmanship. Apply paint in accordance with the manufacturer's directions. Use applicators and techniques best suited for the type of material being applied. All paint shall be at room temperature and the surface to be painted shall be dry and clean. 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 2: Raw Water Transmission � Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 09 09 00 - 5 � 3.05 A. CLEANING 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 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 09 09 00 - 6 � � SECTION 31 00 00 EXCAVATION AND TRENCHING � PART 1 - GENERAL � � � � � � l.l 1.2 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. (JENERAL 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. E3. 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. 1.3 RELATED WORK A : Clearing and Grubbing — See Section IV, Article 56 Soils Conditions: Detailed soils explorations to determine further soils conditions, including the extent of any unsuitable materials, are the responsibilitv City of Clearwater � WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) lssued for Bid � January 2013 31 00 00 - 1 � 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. 1.4 BLASTING A. Blasting with any type of explosive is permitted only when approved by the City. 1.5 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. 1.6 DEWATERING A. See Section IV, Article 12 1.7 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. 1.8 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 ar 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. C. The finished elevation of stabilized subgrades for concrete structures shall not be above subgrade elevations indicated on the drawings. City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 31 00 00 - 2 � � � � � � � � � IJ � � � 1.9 E;ARTH FILLS AND EMBANKMENTS A. To the maximum extent available, excess suitable material obtained from structure and trench excavations shall be used far 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. � 110 C�RANULAR 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 I V, Article 5— Excavation for Underground Work F3. 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. 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 � City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US 19 Gossing Project 10-0039-UT-(B) Issued for Bid � January 2013 31 00 00 - 3 � 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 reyuirements for cut slope and/or trench shoring techniques. Overdepth excavation shall be backfilled with Class I material. l .14 MECHANICAL EXCAVATION A. The use of inechanical 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 adeyuate 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 FOLTNDATIONS 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 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 31 00 00 - 4 � � � � � � � � � � � u � � � � l .l7 �3ELL 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 LTNIFIED SOIL CLASSIFICATION SYSTEM. A. Symbols and descriptions for groups of soils classified by the Unified Soil Classification System, ASTMD-2487, are listed below: Group S� Group Description CH CL GC GM GP GW MH 1►i1�1 OH OL PT SC SM SP SW Inorganic clays of high plasticity, fat clays. Inorganic clays of low to medium, plasticity, gravelly clays, sandy clays, silty clays, lean clays. Clayey gravels, gravel-sand-clay mixtures. Silty gravels, gravel-sand-silt mixtures. Poorly graded gravels and gravel-sand mixtures, little or no fines. Well-graded gravels and gravel-sand mixtures, little or no fines. Inorganic silts, micaceous or diatomaceour fine sands or silts, elastic silts. Inarganic silts, very fine sands, rock flour, silry or clayey fine sands. Organic clays of inedium to high plasticity. Organic silts and organic silty clays of low plasticity. Peat, muck, and other highly organic soils. Clayey sands, sand-clay mixtures. Silty sands, sand-silt mixtures. Poorly graded sands and gravelly sands, little ar no fines. Well-graded sands and gravelly sands, little or no fines. 1.20 CLASSIFICATION City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 31 00 00 - 5 � 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. Class I- Granular Material - angular bedding material well graded crushed stone meeting the requirements of ASTM D448 size No. 67. 2. Class II - Coarse sands and gravels with maximum practical size of 44 mm � (l-l/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 (l-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. l .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. City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US 19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 31 00 00 - 6 � � � � 0 , l� � � � � � LJ 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 l2-inches above top of pipe. 1.25 BACKFILL A. Backfill the remainder of the trench with soils free of organic matter, refuse, rocks and lumps greater then 4 inches in diameter and other deleterious matter compact to a minimum 95 percent ASTM D698 density. 1.26 COMPACTION TESTING AND CONTROL A I: � I� E Moisture density relations required for all materials that are to be compacted to be as established hy Engineer. Extent of compaction testing will be as necessary to assure compliance with specifications. Give adequate notice to Geotechnical Engineer when ready for compaction or subgrade testing and inspection. Minimum of 24 hour advance notice to be given. Should any moisture density test fail to meet specification requirements, perform corrective work as necessary. 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. Obtain approval of Engineer with regard to suitability of soils and acceptable subgrade prior to subsequent operations. Provide dewatering system necessary to successfully complete compaction and construction requirements. � City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid � January 2013 31 00 00 - 7 � � E. F. Remove frozen loose, wet or soft material and replace with suitable material as required by Engineer. Stabilize subgrade with well graded granular materials as required by Engineer. Assure by results of testing that compaction densities comply with the reyuirements l. Sitework: Location Under Paved Areas and Sidewalks: Cohesionless Soils Less than 10% by weight finer than No. 200 sieve: Unpaved Areas: Pipe trench details 2. Structures: 3 Location Inside of structures under foundations, under eyuipment support pads, under slabs on grade. Specific areas: Location Outside structures under equipment support foundations 1.28 FLOWABLE FILL City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 31 00 00 - 8 Compaction Density 95% ASTM D602 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 trench Compaction Density 98 percent ASTM D698 Compaction Density 98 percent ASTM D698 � ' ' � � � � � � � � 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. �3. 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. C. Flowable fil) 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) Section 921 2. Fly ash (Type F) Section 929 3. Fine aggregate (sand) Section 902 4. Water 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: Pounds per cubic vard 1. Cement (Type I or II) 2. Fly ash (Type F) 3. Fine aggregate (sand) 4. Water Note: 6-inch to 10-inch slump City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 31 00 00 - 9 50 - 200 0 - 2,000 2,500 - 3,000 325 - 550 F Flowable fill material shall be proportioned to produce a 28-day compressive strength approximately as follows: 1 2 3 Pipe trench backfill Fill abandoned pipes or tanks Under slabs, behind walls Pounds per square inch 50 - I50 30 - I50 300 - 1,000 Note: Density in place 115 to l45 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. � I. �� K. 1.29 TESTS Flowable fill placed on slopes shall have a reduced slump with a reduction in water, and shall be able to be shaped as required. The Contractor shall place the flowable fill in such a manner as to eliminate all cavities. 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. When flowable fill is used adjacent to ductile iron pipe, the pipe shall be polyethylene encased. 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. l .30 DRAINAGE MAINTENANCE A. Trenches across roadways, driveways ar 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 reyuired 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. City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 31 00 00 - 10 ' � l3l � � � � I_.� r � r � � � � � � � 1.32 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. 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 shali be responsible for all settlement of backfill, fills, and embankments which may occur within the correction period stipulated in the General Conditions. F3. The Contractor shall make, or cause to be made, all repairs or replacements made necessary by settlement within l 0 days after notice from the Engineer or Owner. 134 PROTECTION OF TREES A. See Section IV, Article 62 1.35 �3EDDING 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. l3. Backfill material shall be common fill material, free from organic matter, muck or marl, and rocks exceeding 2'/z-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: City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US 19 Gossing Project l 0-0039-UT-(B) Issued for Bid January 2013 31 00 00 - 11 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 eyual to three times the outside diameter of the pipe. Fill material shall be placed in l2-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. Third Stage: The remainder of the trench up to grade shall be backfilled 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. 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 deter- mined 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 2: Raw Water Transmission Main US19 Gossing Project 10-0039-UT-(B} Issued for Bid January 2013 31 00 00 - 12 C� I � PART 1 - GENERAL SECTION 33 05 23.13 HORIZONTAL DIRECTIONAL DRILLING � 1.01 DESCRIPTION OF WORK � � � � � A. The work of this Section includes all labor, machinery, construction equipment and appliances reyuired to perform in a good workmanlike manner all directional boring therein. l. The overall work scope shall include, but not be limited to steerable directional boring (drilling) equipment, boring pits and equipment, sheeting, location signs as reyuired, 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, 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 baring 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. l .02 A. REFERENCE DOCUMENTS FDOT Utility Accommodation Guide � B. American Society for Testing and Materials (ASTM). City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission 1 Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 33 OS 23.13 - 1 � C. 1.03 A. B. 1.04 American Water Works Associations (AWWA). RELATED WORK Section 33 l 1 l 0 Water Utility Piping — HDPE Pipe Section 33 l 1 13.13 Ductile Iron Pipe and Fittings QUALIFICATIONS A. Pipe Manufacture: All pipe for an individual directional drill installation shal} 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 22-inch or larger diameter and at least 1,000 feet or longer in length of which three (3) directional drills were crossing major highways, 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 warkers 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 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 Supervisar: 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 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 33 OS 23.13 - 2 � � � � � � � � � � � � r � � � � � � , � � 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 wark experience for the proposed personnel shall be submitted far 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. 1.05 A. A professional land surveyor registered in the State of Florida will be required for certified as-builts as per specifications. SUBMITTALS PRE-CONSTRUCTION SUBMITTALS 1. Drilling Materials: Detailed description including specifications and catalog cuts for: a b. c. d. Pipe, fittings, tanks and materials to be furnished for the drilling equipment, dewatering and local drainage including the names of the suppliers. Shop drawings and catalog data for all HDD equipment. Steering and tracking devices including specific tracer wire. 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 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 33 OS 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. Plans shall depict detailed sequences and requirements for traffic control devices reyuired, 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. ] 0. 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 Information. These reyuirements are part of the FDEP Environmental Resource Permit for this project and must be followed. City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Gossing Project 10-0039-UT-(B) Issued for Bid January 2013 33 OS 23.13 - 4 � � � LJ � � � � � � � � � � � � 4_J I1. l 2. 13. Proposed construction schedule for all field activities. An HDD schedule identifying daily work hours and working dates for each installation. 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 ar pipe supplier upon request: a. b. c. PART 2 - PRODUCTS ' 2.O l � A. � � �' � � C� � L� � : 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. All fittings, valves, or other appurtenances will also be referenced and shown. 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. DRILLING SYSTEM EQUIPMENT GENERAL 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 eyuipment 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. DRILLING RIG l. 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 deiivering 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 hydraulic power system shall be self-contained with sufficient pressure and volume to power drilling operations. Hydraulic system shall be free of leaks. City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main USl9 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 33 OS 23.13 - 5 � 0 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. DRILL HEAD 2 3 The horizontal directional drilling equipment shall produce a stable fluid lined funnel with the use of a steer-able drill head and any subsequent pre-reaming heads. The system must be able to control the depth and direction of the drilling operation. 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. MUD MOTORS (If Required) Mud motors shall be of adeyuate power to turn the required drilling tools. E. DRILL PIPE � �� i � � � � 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 l. 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 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 33 OS 23.13 - 6 � � � � � � I� � � � � , ' 2.03 A. � � � B. � � � � � � � C. � � � � � r I_ � DRILLING FLUID (MUD) SYSTEM MIXING SYSTEM l. 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. DRILLING FLUIDS Drilling fluid shall be composed of clean water and bentonite clay. Water shall be from an authorized source with a pH of 8.5 oe 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 priar approval from ENGINEER. The bentonite mixture used shall have the minimum viscosities as measured by a March funnel: Rock Cla - 60 seconds Hard Cla - 40 seconds Soft Cla - 45 seconds Sand Cla - 90 seconds Stable Sand - 80 seconds Loose Sand - I 10 seconds Wet Sand - I 10 seconds 2. These viscosities may be varied to best fit the soil conditions encountered, or as determined by the operator. 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 2: Raw Water Transmission Main US19 Cmssing Project 10-0039-UT-(B) Issued for Bid January 2013 33 OS 23.13 - 7 2.04 A. : C. 2.05 OTHER EQUIPMENT PIPE ROLLERS 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. PIPE PULL HEADS 1 2 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. Pipe pull heads shall be specifically designed for use with HDPE pipe used on the project and shall be as recommended by the pipe supplier. RESTRICTIONS 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. 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 2: Raw Water Transmission Main US19 Gossing Project 10-0039-UT-(B) Issued for Bid January 2013 33 OS 23.13 - 8 � � � � � � , PART 3 - EXECUTION � 3.O1 A. � � � � n �_ I � , � � � ' � 'I I I�J � DIRECTIONAL DRILLING OPERATIONS GENERAL l. 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. Kj 4 The directional boring equipment shall be operated by individuals trained by the manufacturer as experienced operators. 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 techniyue. 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 HDPE pipe, 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 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 City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project ]0-0039-UT-(B) Issued for Bid January 2013 33 OS 23.13 - 9 I: C 1-inch = 2 feet, both vertical and horizontal. Access to all recorded readings and 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. 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 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. PIPE PULLBACK OPERATION � ' � � � 1. HDPE Pipe shall be fused prior to insertion, if the site and conditions allow, t 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 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 Copperhead 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 job finish. If this test fails, the Contractor is responsible for repairing the locator wires. See Section 33 12 43 for additional information. City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US 19 Crossing Project ] 0-0039-UT-(B) Issued for Bid January 2013 33 OS 23.13 - 10 � � � � � , � � � � , 6. Pullin�: The maximum pull (axial tension force) exerted on the 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. � � rl �� , � �� 8 Torsion and Stresses: A swivel shall be used to connect the HDPE pipeline and tracer wires to the drill pipe to prevent torsional stresses from occurring in the pipe. Pipeline Support: The pipelines shall be adequately supported during installation so as to prevent overstressing ar 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. l0. 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. I I. 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. � � J � � � LJ i , �_ � � � � � 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. HANDLING DRILLING FLUIDS AND CUTTINGS 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. After completion of the directional drilling work, the entry and exit pit locations shall be restored to original conditions. The Contractor sha}1 comply with all permit provisions. City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 33 OS 23.13 - 11 E � G I� NEARBY UTILITIES 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. RESPONSIBILITY 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. CLEANING AND SIZING PIGS 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. 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. � � � � � � , � � � � � � , 3. Surface restoration shall be completed in accordance with the reyuirements 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 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 33 OS 23.13 - 12 � � � � , � ' PART 1 - GENERAL SECTION 33 11 10 WATER UTLITY PIPING - HDPE PIPE � 1.01 DESCRIPTION OF WORK � �l � � � A. This Section includes materials and methods of installation of HDPE. Pipe is intended for use as a pressure-rated raw water delivery system, concentrate transmission main or backwash transmission main. I: 1.02 HDPE pipe will be used only in the locations shown on the Contract Drawings or as instructed by the Owner's Authorized Project Representative. HANDLING AND STORAGE A. All pipe, fittings, valves and accessories shall be loaded and unloaded by lifting with hoists ar 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 interiar 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 ar foreign matter at all times. Valves shall be drained and stored in a manner that will protect them from damage or freezing. � � i � � ' � �� 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 covermg. 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 A. REFERENCE DOCUMENTS Ductile Iron Pipe AN.S.I. A21-51. City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 33 l 1 10 - 1 B. C. D. E. F. HDPE Pipe AWWA C906. HDPE Pipe AWWA C901. Water Resources Act, Chapter 373, F.S. Chapter 17-40 Florida Administrative Code. 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 L. l .04 American Society of Sanitary Engineers (ASSE). Plastic Pipe Institute (PPI) 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. l. 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. City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) lssued for Bid January 2013 33 11 10 - 2 , , , � L J � � , � 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. 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 or backwash or concentrate water pipes. Where a raw or potable water main crosses a sanitary sewer, a sanitary force main, backwash or concentrate water pipes, 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 eyuidistant 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 stor►n 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, backwash, concentrate or sanitary sewer 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, backwash and concentrate water piping: 1. All buried raw water transmission and distribution piping, backwash and concentrate water piping shall be color coded olive green. All ductile iron raw, backwash and concentrate water pipes shall be enclosed in a polyethylene wrap colored olive green. If olive green polyethylene wrap is not available, Contractor shall paint three (3) 4-inch wide olive green stripes evenly spaced along the entire section of the ductile iron pipe. 2. All above ground valves, meters, and other devices, and other appurtenances shall be painted olive green. City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Gossing Project 10-0039-UT-(B) Issued for Bid January 2013 33 11 10 - 3 C. I� 3. Covers for all valve boxes, meter boxes, and other below ground devices on the raw water system, backwash and concentrate water pipes 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. 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. u ' � � 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. The following features shall be included in the design of sanitary sewer facilities: 1. i� All buried sanitary sewer piping shall be color coded green. All ductile iron force mains shall be enclosed in a polyethylene wrap colored green. 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. 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 Gl REFERENCES The following documents are a part of this Section. Where this Specification section differs from these documents, the requirements of this section shall apply. l. ASTM D1248-84, Polyethylene Plastics Molding and Extrusion Materials. City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US 19 Gossing Project 10-0039-UT-(B) Issued for Bid January 2013 33 11 10 - 4 � , , � ' � � ' � � � , � LJ , u � � L� ' � �I �I � ' ' � � , r � , u ' , 2.02 A : C 2. ASTM D3350-84, Polyethylene Plastic Pipe and Fittings Material. 3. ASTM F714-85, Polyethylene (PE) Plastic Pipe (SDR-PR) Based on Outside Diameter. HIGH DENSITY POLYETHYLENE PIPE AND FITTINGS General: 1. 2. 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. All HDPE pipe shall have a Ductile Iron Pipe outside diameter unless otherwise specified in the Contract Documents. 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. HDPE Pipe Specifications 1. 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). ►� 3. 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. 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. 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 City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US 19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 33 11 10 - 5 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 accessaries required to perform the work as shown on the Drawings. b. The D.I./HDPE mechanical joint adaptor shall consist of: c � e f. g• 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. v. A stainless steel stiffener inserted in the MJ end of the HDPE transition fitting. 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. The tee bolts and backup drive ring shall act as a joint restraint to keep the connecting pieces from pulling apart. 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. 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. 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. City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 33 11 10 - 6 � ' ' � ' � � � � � � � � � � � � , � ' ' � � , ' � � 1 , ' � ' � , , � , , 2.03 A 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. LOCATOR WIRE 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 l 2 43 for additional information on tracer wires. 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 n TRANSPORTATION Care shall be taken during transportation of the pipe that it is not cut, kinked, or otherwise damaged. City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US 19 Crossing Project ] 0-0039-UT-(B) Issued for Bid January 2013 33 I 1 10 - 7 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- protected slings and straps shall be used when handling pipes. Chains, cables, ar 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 l0 percent of the pipe wall thickness or kinked sections shall be removed and the ends rejoined. The drag in� of fused HDPE pipe along asphalt and concrete pavin� 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. , ' � � �I+, u ' � , CI , , � 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 A B LAYING PIPE HDPE Pipe by Directional Boring - See Section 33 OS 23.13. Joints City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main USl9 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 33 11 10 - 8 ' ' ' ' ' i ' � , � , , � � ' , � ' ' ' ' LJ C� 3.07 l 2 All HDPE pipe shall be jointed by the heat fusion process which produces homogeneous, seal, leak tight joints. Restrained mechanical joints shall be provided at tie-ins with valves and other pipe materials. 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 l-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. 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: : 3.08 1. 2. 3. Field — verify location, size, piping material and piping system of the existing pipe. Obtain all required fittings, which may include saddles, sleeve type couplings, flanges, tees, or others as shown in the construction documents. Have installed all temporary pumps and/or pipes in accordance with established connection plans. Unless otherwise approved, new piping systems shall be completely assembled and successfully tested prior to making connections into existing pipe systems. 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. ' City of Clearwater � WTP No. 2-Contract 2: Raw Water Transmission Main USl9 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 33 11 10 - 9 �� 3.09 PIGGING, FLUSHING AND CLEANING A. All mains shall be pigged, cleaned and flushed to remove all sand and other fareign 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. �. 3.10 A. B. Pigs shall be of sufficient size to clear the pipelines of any sand, debris and construction materials. All potable and raw water mains and the concentrate pipe shall be disinfected in accordance with Specification Section IV.41.5 - Sterilization. TESTING AND LEAKAGE This Section supersedes Specification Section IV.41.4.1. Hydrostatic Tests - General 1. The piping shall be tested between valved sections to a maximum length of 2,000 feet immediatelv 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. City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 33 11 10 - 10 ' ' , � ' r � � � , � ' , r , ' ' , ' , � � , LJ ;IL J II ' 1 ' LJ �-1 , ' ' � � 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 � c. sequence. 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 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. 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 4 8 10 12 � City of Clearwater ' WTP No. 2-Contract 2: Raw Water Transmission Main US 19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 33 11 10 - 11 ' Leaka�e per ],000 feet 0.37 0.55 0.74 0.92 1.10 ALLOWABLE FOR EXPANSION UNDER TEST PRESSUREX 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. l 5 0.25 4 0.13 0.25 0.40 6 030 0.60 0.90 8 0.50 1.0 l.5 100.75 1.3 2. l 12 1.1 23 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 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 33 11 10 - 12 ' ' ' , ' , i � ' � , , � � , , ' � ' L_J , ' ' PART1- GENERAL SECTION 33 11 13.13 WATER UTLITY PIPING — DUCTILE IRON PIPE AND FITTINGS I1.01 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. � � � � � ' � � � �J , ' B. 1.02 The Contractor shall coordinate all deliveries with the related Vendor(s) in a manner not to impede construction on individual projects. SUBMITTALS A. The Contractar 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 far 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 reyuired 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 Paragaph 6.11.1 of Section III - Genera] 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. City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 33 11 13.13 - 1 E. 1.03 The Contractor shall coordinate all submittals with the related Vendor in a manner not to impede construction on individual projects. 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, sanitary force mains, backwash or concentrate water pipes. Where a raw water main ar potable water mains crosses a sanitary sewer, a sanitary force main, backwash or concentrate water pipes, 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 or potable water mains may be placed in a casing to obtain the equivalent of the required l0 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 mains crosses a reclaimed water or a storm water main, a minimum of l2 inches vertical clearance shall be maintained. 1.04 SYSTEM IDENTIFICATION A. All raw water, backwash, concentrate or sanitary sewer 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, backwash and concentrate water piping: 2 � All buried raw water transmission and distribution piping, backwash and concentrate water piping shall be color coded olive green. All ductile iron raw, backwash and concentrate water pipes shall be enclosed in a polyethylene wrap colored olive green. If olive green polyethylene wrap is not available, Contractor shall paint three (3) 4-inch wide olive green stripes evenly spaced along the entire section of the ductile iron pipe. All above ground valves, meters, and other devices, and other appurtenances shall be painted olive green. Covers for all valve boxes, meter boxes, and other below ground devices on the raw water system, backwash and concentrate water pipes shall be painted City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 33 I 1 13.13 - 2 � , , , ' '� , ' � ' , � C, � , � � � , , , ' ' 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: , , ' ' 0 , t , ' 1.OS , ' 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 eyual. The following features shall be included in the design of sanitary sewer facilities: 1. All buried sanitary sewers or sanitary force mains shall be color coded green. All ductile iron for sanitary sewers or sanitary 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 far 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 eyual. WARRANTY l. The pipe shall be warranted for one year after substantial completion per the pipe supplier's standard terms. PART 2 - PRODUCTS , 2.O l � A. ' ' ' � MATERIALS 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 AW WA C l 50 and ANSI A21.50. City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main USl9 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 33 11 13.13 - 3 L c. � e. f. g• h All pipe shall conform to AWWA C151.76 (ANSI A21.51-76 or latest revision thereo�. Pipe shall be furnished in standard l8 or 20-foot lengths. All pipes and fittings hall have standard bituminous enamel coating outside and shall have an internal cement-mortar lining in accordance with ANSI A21.4 (AWWA C104), for potable water or raw water pipes. For sewage and backwash internal coating shall be ceramic epoxy, Protecto 401 or equal. For concentrate piping, internal coating shall be fusion bonded epoxy NSF 61 certified for potable water. 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. 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. All pipe shall be installed according to the manufacturer's requirements with lubricants, gaskets and accessories furnished by the manufacturer. 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 reyuired 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 EBBa Iron, or approved equal. 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. 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, backwash piping, concentrate piping and fittings, or ii. Solid blue color for potable water piping and fittings, or City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project ]0-0039-UT-(B) Issued for Bid January 2013 33 11 13.13 - 4 ' u � , ' , CI ' ' ' � � �I � � � � �I '�J i 1 ' � � , � ' � , � ' � , , � ' ' � J• 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 A2 ].S l. 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 ANSI/AWWA C111/A21.I1. b. Joint material shall be made up with rubber gaskets conforming to ANSI standard A21.11. 3 4. MECHANICAL JOINT a. Mechanical joints shall conform with the latest revision of ANSI/AWWA C110/A21. 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 (in.� 5/8 3/4 1 1 '/4 FLANGED JOINT Torque (ft_lb) 45-60 75-90 85-100 105-120 a. Flanged joints shall conform with the latest revision of ANSUAWWA C110/A21. City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 33 I 1 13.13 - 5 b. Flanged connections shall comply with the requirements of ANSI Standard Bl6.l, 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 Bl.l course thread series, Class 2A external and Class 2B internal. e. Bolt requirements are as follows: PIPE SIZE NUMBER BOLT SIZE THREADS TORQUE in. PER JOINT in. PER INCH ft-lbs 4 8 5/8 x 3 11 60 6 8 3/4 x 3'/2 10 100 8 8 3/4 x 3'/2 l 0 100 10 12 7/8 x 4 9 160 12 12 7/8 x 4 9 160 16 l 6 1 x 4'/2 8 245 20 20 l'/8 x 3 7 390 24 20 l'/4 x 5'/z 7 545 30 28 1'/4 x 6'/2 7 545 36 32 1'h x 7 6 875 42 36 1'/2 x 7'/z 6 875 48 44 1'/2 x 8 6 875 54 44 13/4 x 8%2 5 1550 B. DUCTILE IRON FITTINGS: All fittings shall be new refurbished fittings will not be allowed. 1. DUCTILE IRON FITTINGS � ' , ' ' ' � ' � ' � Previously used or ' 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 City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Gossing Project 10-0039-UT-(B) Issued for Bid January 2013 33 I 1 13.13 - 6 LJ ' ' �� '�J , � � � � � �� ' � � � � � � 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. 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: 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 City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 33 11 13.13 - 7 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. 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. City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 33 l 1 13.13 - 8 ' � � � � � � � � � � �� ' u � LJ r � � !� � � � � 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 ar 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 befare 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, ar 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. 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, City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 33 11 13.13 - 9 K 3.04 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. Thrust Restraint: l 2 All plugs, caps, tees, and bends shall be suitably restrained by attaching clamps or restrained joints as specified. 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. 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 eyuipment. Install flanged joints so that contact faces bear uniformly on the gasket. Tighten bolts with relatively uniform stress. 3.05 A. : 3.06 A. PREPARATION PRIOR TO MAKING CONNECTIONS INTO EXISTING PIPING SYSTEMS Approximate locations for existing piping systems are shown in the construction documents. Prior to making connections into existing piping systems, the Contractor shall: 1. 2. 3. Field — verify location, size, piping material and piping system of the existing pipe. Obtain all required fittings, which may include saddles, sleeve type couplings, flanges, tees, or others as shown in the construction documents. Have installed all temporary pumps and/or pipes in accordance with established connection plans. Unless otherwise approved, new piping systems shall be completely assembled and successfully tested prior to making connections into existing pipe systems. PIPE SYSTEM CONNECTIONS 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 City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US 19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 33 11 13.13 - l0 �l � � � � �� i �_ 7 , � � � , � � � � � , 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 N.41.2.9 far 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 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. C. 3.09 A, Pigs shall be of sufficient size to clear the pipelines of any sand, debris and construction materials. All potable and raw water mains and the concentrate pipe shall be disinfected in accordance with Specification Section IV.41.5 - Sterilization. PRESSURE AND LEAKAGE TESTS 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. City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US 19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 33 I 1 13.13 - l 1 � fittin and valves shall be ressure tested in � 2. All newly la�d pipe, mcludmg g p 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 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. r 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: I. 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: jr 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: City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 33 11 13.13 - 12 � � , � �� C ALLOWABLE LEAKAGE IN GALLONS PER HOUR (Test Pressure = 150 psi) Pipe Diameter 2 4 6 8 10 12 l6 Leakage per 1,000 feet 0.18 0.37 0.55 0.74 0.92 1.10 1.47 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 C(earwater WTP No. 2-Contract 2: Raw Water Transmission � Main US 19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 33 11 13.13 - 13 �J � � � SECTION 33 12 16 WATER UTILITY VALVES AND APPURTENANCES PART1- GENERAL � 1.O1 SCOPE OF WORK ��, � � � LJ � � � �' � � � L� 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 2: Raw Water Transmission Main US 19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 33 12 l6 - 1 1.03 A : INSTALLATION Valves shall be set and joined to the pipe and each type of joint as described in Section 33 l l 13.13 and this Section of these specifications. 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 A. 1.05 A. 1.06 A, B. 1.07 A, DESCRIPTION OF SYSTEMS All of the equipment and materials specified herein are intended to be standard for use in controlling the flow of potable or raw water. QUALIFICATIONS 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. SUBMITTALS 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. Complete shop drawings of all valves and appurtenances shall be submitted to the Engineer for approval in accordance with Paragraph 6.l l.1 of Section III - General Conditions of the Contract Documents. TOOLS Special tools, if reyuired for normal operation and maintenance shall be supplied with the equipment. City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 33 12 16 - 2 � � � PART 2 - PRODUCTS � � � �' � � 2.01 A. 2.02 A. 2.03 RESILIENT SEATED GATE VALVES See Specification 41.2.3 of Section N— Technical Specifications. VALVE BOXES See Specification 41.2.4 of Section N— Technical Specifications. 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 on Sheet C20 of the Contract Documents. PART 3 - EXECUTION 3.O1 ]NSTALLATION 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. City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 33 l2 16 - 3 � 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. 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 eyual (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 shal} be supported in an approved manner to prevent movement during tests. END OF SECTION City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project ]0-0039-UT-(B) Issued for Bid January 2013 33 12 16 - 4 � � � �J I � � PART 1 - GENERAL SECTION 33 12 43 TRACER WIRE � 1.01 TRACER WIRE FOR PIPELINES i r � , � ' � � � 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 stee] 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. D. E. F. G. The locator wires shall have colored insulation matching the type of service provided in the main and be acceptable for direct burial. All splices of the wires shall be made with watertight shrink wrap connections, as approved by the Engineer. The wires shall each be continuous throughout the project, with splices made only by methods approved by the Project Representative. The wire is to be tied to all valves, tees and elbows. 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. I. 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 2: Raw Water Transmission Main US l9 Crossing Project 10-0039-UT-(B) Issued for Bid January 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. 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: 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) 1. Install tape directly above each buried utility at a depth of 18-inches below final grade. PART 2 - PRODUCTS 2.01 12-GAUGE EXTRA HIGH STRENGTH HARD DRAWN TRACER WIRE A. Conductor Specifications I. 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: L1NS-C10200; OF Copper according to ASTM B-170 (latest revision). High conductivity, oxygen free copper to achieve optimal signal performance. City of Clearwater WTP No. 2-Contract 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 33 12 43 - 2 � � � I�J � � � � : � � � � 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. 3. Physical, Mechanical, and Electrical Properties The wire shall conform to the properties listed in Table l. TABLE 1: Physical, Mechanical, and Electrical Properties #12 CCS 1055 Hard Drawn 21% CCS Conductor Conductivi Conductor Size 12 AWG Conductor Type Copper Clad Steel (CCS) Temper Hard Drawn (HD) Average Break Load 1150 Ibs. Minimum Tensile Strength 200,000 psi Minimum Elon ation 1.0% Copper Thickness (% of Diameter) 3.0% Minimum Copper Weight 13% Nominal DC Resistance (ohms/1000 ft.) 7.5648 *Diameter tolerances: ± 1 % Insulating Jacket Specifications l. 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 � City of Clearwater � WTP No. 2-Contract 2: Raw Water Transmission Main US 19 Crossing Project 10-0039-UT-(B) Issued for Bid January 20 ] 3 33 12 43 - 3 � Hi h Densit Pol eth lene Insulator Value Tensile-Elongation (ASTM D 638) 850% Flexural Modulas (ASTM D 790/1) 120,000 psi Hardness (ASTM D 2240) 63 Shore D Environmental Stress-Crack (ASTM D F20 > 48 h 1693/B Thermai 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 @ 1 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 2: Raw Water Transmission Main US19 Crossing Project 10-0039-UT-(B) Issued for Bid January 2013 33 12 43 - 4 ' � � � � � � � ' � � � , � � � � , � APPENDIX OTHER PROJECT DOCUMENTATION Table of Contents: SWFWMD MBE-WBE PROJECT PERMITS • City of St. Petersburg ROW Use Permit • FDEP Construction Permit • FDOT Utility Permit • Pinellas County ROW Permit GEOTECHNICAL SOILS REPORT Appendix.doc 0 9i2�izoio � � i � � t THIS PAGE LEFT INTENTIONALLY BLANK � � � �� J � � � r � � � � � � � � � � � � � � � � � � Appendix.doc � SWFWMD MBE-WBE 9/27/2010 � � � � � � � � THIS PAGE LEFT INTENTIONALLY BLANK � � � � � � lJ r� r � �r rr � � wr r �w �r � � r � �r r � r� 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. INDICATE THE ONE CATEGORY THAT BEST DESCRIBES EACH ORGANIZATION LISTED'` Cooperator: _ BUSINESS CERTIFIED MBE NON-CERTIFIED MBE UNKNOWN CLASSIFICATION p m g T y Ul D ; '� fn (n D 3 Agreement No.: $ a� � n Z z � � n z z a � D z = m n D z = m n N W > A °o tCi� > D `2 m Z � n j m Z o Z m � D A p� m � � � Project Name: � v� A =� Z D g A A Z D �z' n � � Z � Z Z Z Z 3 Z Z m m A A Total Project Cost: Z Z NAMES OF CONTRACTORS AND TOTAL AMOUNT PAID SUBCONTRACTORS UTILIZED '❑ Our organization does not coliect minority status aata. Signature Date Print Name and Title 16.00-026 (01/07) THIS PAGE LEFT INTENTIONALLY BLANK � � � � � � � � L� � � � � � � � . . PROJECT PERMITS City of St. Petersburg ROW Use Permit FDEP ERP Exemption/ACOE Exemption FDEP Construction Permit FDOT Utility Permit Pinellas County ROW Permit Appendix.doc 9ia��ao�o THIS PAGE LEFT 1NTENTIONALLY BLANK � � � � ' � � � LJ � � � �' � � � � Appendix.doc � City of St. Petersburg ROW Use Permit 9i2�i2oio THIS PAGE LEFT INTENTIONALLY BLANK � � � ' Pa�e 2 c�f 6 City of St. Pctersburg, Florida MISCELL�NEOUS �VORK PERMiT For Encroachment VVithin Any Public Right-of-Way or Publi�c �asement "rhe A�plicant/Ct�ntractor shall b� responsible for any iTijury andlor dama�e caused by� this construction including ce�urt � �;t�sts and attorney's fee. "Ehe Applicant ICont�ractor shall be respansib(c far restt�ratic�n of ail rights of way and easerr�ents disturbed, ta a condition better c�r equal to tt�ai previc�usly existin�, including, but not limited to, side�valks, sod, curE�, pavement, etc, �I1f u � � 'l� � � � � u , � � � The City of St. Petersburg shall not be responsible for the maintenance af the faci]ities described and perinitted here:in. Private maintenance of these impre�vements �+rill be via this permit PROVII?BD that the City nf St. Petersburg Depart.rnent at� t�'Vater Resources is contacted at A93-7Z61, at teast 48 hours prior to tha maintenancefrepair aci�ivi2ies tal�ing place �vi#hin the easem�nt area, sa that � City of St. Petersburg field representative can 6e on site during said activities. Ariy future activity �vithin ihe easement area must be previous[y approved/permitted by the City of St. Petersburg to a�sure protectian of the potabte ��ater transmission main. Access must be rfiaintained over the entire easement area during and after constru�tion of this project, st�ch the City ��f St. Petersburg maintcnance cre�vs have emergency acccss to all areas along the easement to carry� out repairs on the transmissic�n main. The Contractor/Permit Appiicant perforrning this ��vark shall fiilly restor� the easement area disturbed to a condition �etter c�r eq��ai to that p�reviously existing, including tl�e restoration of sod. N� WORK IS T(? BE INITIATED WITHIN 7'HE E�ISEMENT(S) �VITHOIIT THE PR:ESENCE OF A CiTY UF ST. PETERSBURG FiELU fZEPRESENTf1'CIVE. NO PLAN1'ING OF DEEP-ROOTED TREESNEGET�TION WILL BE �LLOVr'ED WITHI?y THE EASEMENT ARI'A (PII*IE "TREES, LIVE OAK TREES, ETC.) Herbicides such as "Garlon" ar apprnt�ed equal may t�e applied over the Cicy of St. Fetershurg ��ater transmission main easement bY licensed professiana[s. The City ra�'St. Pc;tersburg recomrnends the use of heavy duty pa��ement, 6-inch thick side- walks and mount�ble curhin� over the area of the transrnissian c;asement. F3y acceptance of this permit the applicat�t agrees that the Cit}� of� St. Petersburg will not be responsible for dama�;e tn, or the repair of, any private facilities located within the easernent area arisin� fi-am maintenance, traffic t�r construction operations ta the Cit}� of Sc. Feters6urg transr��issio�� inain. Canstructian anc� maintenancc access aver the entire easement shaft be enforced by ihe City over a!l surface features constructed in the transmissian easemes�t. Any permits required by any other govern�nental agencies (D.ER.. D.U.T., Pinellas County, etc.j shatl be tl�e responsibiiity of the applieanticantraetbr{developer to obtain. PERMTT GENERAL NOTES t�ny permits required by any other governmenta! agencies {T3,E.R., D.O.T., Pinellas Counry, etc.) shatl be the respunsibility �f the Ap�licantlContractorlDevelc�per to c�btain. App ' a 's tnil`ials Page i of 6 City of �t. Petersburg, Florida :VIISCELLANEOUS WORK PERiYIIT For Encroachment Within Any Public Right-�f-Way or Fublic Easement A�ptication by: C1TY OF CLEARW`ATER Address: 100 N. MYRTLE AVE�;�C;E #t22fl CC�EARV1f,�T��, FI, 337Sb-S52fl Oftice Contact: RUBERT FAHFY Fi�ld Ct�nt�att: Pcrmit �'ee: 180.U0 �Connection Fee: 0,�� r�pplicati,�n No: 12-481-:�t1SC 17ate: 1110�12012 Engineer's Initials: TES Phone: (727) 56'Z-4750 Fax. (?27) �b2-4?55 Phone: Fax: Construction Fee: OAO Total Fee; 180.U0 �*�*��+�*�***********�e*****�*�**�*********�**************:��*************�**x�** CONTAC`I"FHE CITY OF ST. PETERSBURG WATER RESOURCES DEPr�IZTMENT (CdNTAC1" JOHN RIERA} t�T {727) $92-5666 A MI'*iI;�tUM �$ HOURS 1� ADVANCE flP ANY VVQRK PERFORMED WITHIN TI-�E CITY OF ST. PFT�RSBURG'S WAT�R TRA?�S�IISSIQN MA1N EASEME�iT TQ SCHEDULE A CITY INSPECTOR TO B6 �PRESENT UURiNG ALL FHASES OF WORK WITHI�! THE ClTY'S WAT'ER TRANSMISSt�I� MAIN EASEME�iT USE�E�XTRE1biE CAUTION 1�'VHE'�t WORKING WITHIN THIS EASEMENT AS IT G4NTAiNS A 48" POTABLE WATER TRA?�SMISSIt7N MAIN WHICH PROV [I)ES POTABLE 1�'A"iER SERVICE TO ALL OF THE CITY OF ST. P�TERSBUItG A�ib MANY OTHER SURRDUNDiNG AREAS. IT IS CRITICAL TQ THE PU$LIC POTABLE WATER SUPPL;Y. *�****�+*****+**�****»�*********�«***�**�+**�*****��*�*��**�***�*��****�******** A work permit ta allow for the dire�tional drill installations of (1 } a 6" NDPE backwash line, $" HDPE eoncentrate line and a 3" HDPE communicatian conduit, in t3.S. Hwy 14 North crossin� along south Drew Street right-of-way lin� and (2) �3° HI�P� RAW water line rnid-block between S�t 60 and Drew Street, as shnwn in detail on City foreign dra�ving � � �_ } 74-01 thru -45. Cornments are as follaws: The use of d��namic (vibratory} equipment is not permitted within 25 feet either side of the transmission main. Atl instailations within the easement tivill require that the transmission rnain be field located by Mr. Patrick Spake. The �ity intpector must be present at ALL ti�r►es durin� wark ti�vithin 50' af the City's main. Please cali (727} 892-5660 to schedule an ap�ointment. Proposed instaltation is'in con%rmance 3vith City standards as sho4vn on detail :SSQ-5�, "Directional Bore Crossing Under Water Transmission Easement Detail"' on sheet C?{1 of the consttvction plans. PERMIT REQUIREMENTS Atl City cnsts assaciated with testing, inspection and administratiort of this permit will be bitled monthly to the applicant. Alt testing is to be done by a certifed lab (with Gity approval) or by the �ity ofSt. Petersburg. The applicant is responsible for all costs associated with testing. APPIic 's Initials � � � � , � � � � � � , ' � � � , � , � � r �� Page 3 af £ City of St. Petersbur�, Florida �VIISCELLANEOUS WORK PERMIT For Encroachment Within Any Public Right-af-Way ar Fublic Easement THE LOCATIt��I r�ND T1�P� O� NEi�'4'I.Y INSTALLEI3 FACILITY Si-ir'#LL BE GLEAI�LY MARI�:ED f"��D FLA�GED WHEN CROSSIItiG THE EASEtv1E�I'1' A`C THE CITY'S EASE:VICNT BOE��3DARY LINES. NO HEAI/Y �QtIIPME?tiT WILL L�E ALL,(?W�:U TO TRAVEL ACROSS!UVER THE CiTY'S TRr'1i�SMISSI4N �vIAIN ��i`iH(?UT PR{)VIDiNG FROP�R PROTECTIC?N TU TI-!C TRA;tiSMtSSION tifA�IN �`IA S�'EC1AL E�?VIBANK�'�tE�T COVERAG�, ETC..., "I'H�1T IS ACCEPTABLE T(? THE CITY. T}-IE CC)NTRACTOR IS R�Qi;IRED TQ f'F�C�Vt[3� THE 1��Pt�RTIvtENT OF F[;�BLIC L�7ILITIES tiN AS-BC;�II.,T OF'THE PiPE PROTEC"I"I�N SYS"I`ENI PR30R 'I'O liSE; AND I-iE; Si�iE iS REQUIRCD TC? :�9AIN7'AI�I 1�T AS PER T�-�E AS-BLiILT DFTAIL FQR THE I�URATt(}?�I �F TNE PROJECT OR ,�S NECESSITATED. �'O HEA%'Y EQUIP�iEP+IT WILL BE ALLOWEU TO TRf14'EL F3ACK A�IC3 FOK1`H AL(�NG TI-iE EASE�tENT' � AREA, ti�ITHC3UT PI�{�Vibl'�iG ADEQUATE PROTECTIO?�l TO TNE TRANShIISSI0�1 �+IAII�3 VIA APPR�VEI? Ci!tF3rlNKMENT, GFtOUNLl STABILIZA"I'ION FABRIC, ETC..., VIOLATION OF THE CRI"TERIA SET F`nRTH L,�1tiDFR TMIS PF;R:�1IT ��`ILL B� GRUUI�DS FOR THE CITY �F 5T. PETBRSBUIZG "I't? IZEVOKF THIS PER;�iIT � � l_J � � u � ' LJ � IN ITS FNTIRETY. ALL E.ARTI-3 W'C)R.KS INCI...liDINCi TI-IE REMOVAL, KEYLACEMENT AND COt�iPACT[ON, QF SUITABI.,E "iC)IL IM�VIEI�TATELY ADJACFNT TO TI-IE E;{[STING 1�'4'ATEK 'IRANSMISSION VIAIN SHALL BE !�Y HAND. The use of dynatnic (vit�ratory) compacTi�n equipment is not permitted within the City easement. Atl earthwark and road �onstruciion compactioi� shall t�e completed with static compaciiori equipment ONLY. In ihe event that the transniission main required repair, the City tivill NOT be responsible foe �11ItiY restoration of pri�rate or �ny other facilities located within the easement area, or costs inctirred by such restoration. Any �titity ecan�[icts that rnaY aectir bet�v�en existing utilities and rhis canstruction are the Contrac�tor's r��sponsibility. Any utilii}� relocation require�l for this construction shall be at the App(icantiContractor's expense. �i0 STRUCTL3RES other than th�se described above are permitted by tlie �Ciry of St. Petersburg w�ithin the easem�nt. area. ANY DEVtATt4NS PRC?M TFIE IZEQLIRE:�iENTS OF THI5 PERMIT 1�VII.L [2ESULT IN THE Wt�RK IiF..ING S'I"O�'PEU �1:�D THE PERh1IT RI'VOKED. � COP�' flF THiS PEKMIT MUST BE ON THE JOI3 SITE �f1T �.LL ?II�fE5. All cuttstructian tznder khis permit shall be performed 'rn accordanee witta latest City s�ecifications, and cc�nditionstcriteria herein described. Ff any discre�ancy beri�een ttie attached forei�n drativin�s and City Standards occur, City Standards shall prevail. A�plic�nllContractc�r �hall notify ih� utility compa�ies at teast 48-hours prior tc� excavating by calling "SUNSHII*IE S'i'ATE ONE Cr1LL Of Fi.ORIDA, INC." 1-500-�3?-477Q. Notify Florida Power Corporation at 893-9?5?. Apple t's Inilials �--..__ ��ty of St. Petersburg, Flor�da YII�CELLANFOUS WORK PERMIT r Page 4 of 6 � For Encraachment Within Any Public Right-af-�ay or Public Easement Grading �i�ithin the City's 50-foot easement shall be done such that positiv� draina�e awav frnm t}�e City's easemcnt is accomplished evith no "ponding" of'�vater w�ithin said easement. PEIZiv1IT ACCEPTt�NG� Ft��UIRBYIEI�'I'S "I°he following items n�ust be adequately addressed prior iQ C`ity accep2ance of i�-npravements or Engineering L�epartmental reiease af projec2 Certific�tes of Occ�3pancy�ICompletion: The appticant/contractorlengi�ieer staall submit twfl si�ned an� sealed record AS BL�IL"T civil plan $ets shawin� aIl utilities {including final rim, ir�vert, throat elevations as applicabte; piping len�ths and sizes a�d invert elevations; servic� lateral locdtions, clean o��t rim and inveei elevations etc.), r�ad��ay pavzment �levations and top of c�t�rb elevatians, site to�c��raphic efevations suffcient to uerify� deainage patterns, retention pand structures and elevations, si�iewalk e;levations, anc� finish flaor elevations tU accurately docwnent canstruction activity o�t the site. Two Full sets of signed and sealed civit sike as huilt record dratiwings are required ta be submitted to the Engineseing department. The ApplicanUCr�ntract�r sl�al! Submil a notarized af�davit to the Engitieerit�g Ct�nstruction Division stating that the ApplicanLfContractor �+-iU guarante� all materials and �varkmanship for one ( t) year from th� date of finat acceptance for all work within City� right of way and easements. Et�gineering Dept. I'lan No,: ]2-17�1-01-0.� ATLAS Sk�.1�TC}.: NTC HEXAG(�?v S1DEGi'AL.K PEtG��RV}1't'tQN ttE�Q�(f2E:�1E?vTS: �PER C'I7'Y CUL'7vClL ItESOLLiTiCJi�i, �XI�TtNG H�XAGflt�i IILOCK S3DEWALKS 1'�t'I'1-iE CITY F2iGHT-0�-GVAY 1lRE TQ BE f'RES�I2VED i?v ROSFR PARK, RnUN[71..AkE, KENWC}OI). C}LL7 TvOI2TH�AST, r�Sv`D D{�W;�tTC?4VN ;vA'1'iQNAL 12FG1ST�R ilISTQRIC DIS�['RECTS, t�ND!QR LOCAL FitS'iOR1C DIS'I'RIC"iS, fiND'CEfiE (7Lll S(7tfTHEAS`T Hf�Xi1CrC�tti 13LOCK FRESBRVA7"ICJN llIS1`KI�T. `TFitS PCILICY EXTYNUS'l�c) SID�Wtl1.hS t�F3U'T'f'ING LQCAL LA'r'nM.'�KS. �'F�IS POLICY ��1'ES3DS T� LQ��L A�iD NATTtiNAi. T�IS'�'RICTS lWi-►ICFI7-tRVE REC:�TVf D O��ICIAL DESIGI�IATIONx f��D TC? r1Pf'LICA'CIQNS FOR n1STRICTS WHICfI I-Ia�VE BEE:�t DGTERi�tI;VEi� IIY TFIE HISTORJ{: ARESERVA"TiC}N CO(vIMiSS1ON T() F3E; Gt�;41PLETE, "TI-�IS PC1LiCY�F,X`FE'vDS T4 AREAS N;'HICI�i H�VE E�EE�v SURVEYEI) BY, OR ON B�HAI,F� Ok "I'iiE CITY A:vI? I�IAVE B�FN T�E�T�R�11NEf) �ELIGIBLE FOR DESIGNr�,7'!ON rl.�`i �l ;+tATiC)Nt1L REGiSTFR I-IISTORi� D[S'PRIC7' A:�«D10R LUC,�1i. }-11STQRIC I3ISTRFC`f t�; V4'HI�H H�Xr1G03�1 IIIACK SIDEVvALK IS A CONTRiL3t�T[;v`G HISTORIC EL�,�4�'ti'P. EXT'RE1�1E Cr1RE :�iUSi BE "I'AKE;V TO PROTEC"I" �?CISTING 1IEKAGON 8L(3CK SIDEW.-1LKS FRt��117��:VIAGF SY Ct3?vSTRi;CTIt7N CJR 4`T'I-1ER �iCTIVITIES. liE?CAGpN F3LC}CK S@EWAI,KS SHt)ULLI i�()'I' HE'I°RAVf;ItSEIi I3Y V�H[GLES OR EQC1CP�iE'�i'P ANC+ SHO�LD �iQT F3E I,;S�I� AS 1.C)CAT[Q�S F't)R ;�4ATERIAL STQRAGE. HE!CAGt)N BLUCK SIDBVV�LKS SIi,�LL BE TE;wfP()RARILY RE4I�VED r1ND REPLAGEq LVF�E'3 REQ�tRED TO ALLOIV f�QL'IPI�1E?3T �� ve�-f�ciL�x ��:�.ss �i�c� -r��: sri�e. I"I' IS THE KFSPntVSIl31:[,ITY OF THE PFR?rflT [1�LDER AND THE RR�['ERTY OL�V;�;�R �t'C7 i7RQTECT A'�'p KEEA SAFE FRC7?vt TI�EFT' Appii �'s Initials � � � � � �� I � � � I� � � ' � ,L J , � � i � � �� l__J � �� Page 5 of 6 City of St. Petersburg, Florida ;VI�SCELL�INEOI�S i�'VORK PERMIT Far Encroachment 1�i#hin Any Public Right-of-V4�ay ar Pubtic Easement A?yD/fJR i7A'41F1GE ,ALL HEXAGQN BLflCKS, (:,RA�[TE ClfRE31'3Li A?r;lllfiJR STItEE'C OR A1.LEY SRICK 14HICH ?41AY SE "TE:iiP(�Rf1RILY R��,1�4t�4ED ANU TO PROVIllE FUK r1BE(�GtATE TRr1�F1C t1'tiD PEDESTRIA:ti COi�3TROL WHII,� �INY F'bRTiO:v OF :1 Pt�BI,[C�TTtsAVE[, PATH FS .ADVERSi�LY e�TPT'CTL;T). TNI: P�R'�1PI` HC}LI7ER A:�iiJ TfiE F'RfJPERTY OW:+lE� r�RE JOf;�iTLY AtiD SEVER�Ai,1,l' LiABE..F., i'C7ft A;tiY t.(?55 OF t�R �A:'�iAGC T0 A'�Y SI;CFi �iATERIALS THA'C tiLAY BE'I"Eti1POR:'1RILY REh9OVED. Dr1.svl�`1C�rT: TO HF?��GON F3LC3GK SIDE�4`r1LiKS SI IAI�L BE REPAIRED Tt� ;��tEE7` CL'RJt�;ti'1' Ct7"Y Ei�UI�EEt2PvCi S"1'E1Nt�AKI�S ri;+iD �PE�IFICATIO'vS. T}fE PERMi`[' HC?�.}��R AI�D "I iiE PROAEK7'Y (J�L`NER ARE Jt)INTLY :1i�'I) SEl%ERALLY LtAi3LE FOR TI°1E C(7ST (JE' TtF:Pr1(Ri'.�G r1�Y St1C�-I Drl49�C;E. L3A:�4AfrG TO Pt,�BL[G SITaFtVr1LK5, 5`�"REE`I'S, CURSS, OR i�NY Pl.;i31.IC I:�;FRASTRLCT�:RI: Ai'[THFN THE RiGfIT�•U�'-W11Y'�41,!ST BE REP:itRED I3E�LlRL; TiIE CITY �V(L.L CQND(�CT FI�r1L I?�tSPECT'I��S :�'vD.�OR ISSLE CERTIFICATES O� t�CGUPANGY. F3A.YiAt,E 7`O nt;Bl.:tC STBEVd4LK, S'T�F2EETS, CURBS, OR t�NY PUBLiG Iivi�RASTRUC'T'LiR% W`TTHIi�7 "LHE RIGH"C-C)F-Wr�Y IS P[�`�ISHABLE PER i�ITY �i[�":�ICIPAL �OUE SECTIC�N i-7 BY A FI�IE ;�O"I" EXCEEDING �SO�.OQ, I:viPRISO?��MEN7' FC�R �'fER�f ?�;C3T �XC�EDI?�G 60 D.�YS, (�R BY 1�N1' CO�1k31tiA"!'IO:V THERHOF. a1 permit from the City is required before u°ork ofany neture may t+e herfurmed within the right-ot=�;;y of a strezt ,altey or uithin ttle ho�andaay c�f City owned prc�perty. A permit must also be obtaincd btfure any undergrounc� work is performed within �� public easement. Pc�llowing is a list of cxarnples af work for tivhich a permit must be abtained: � t1. I'a�°in�, surfacing, installatian of curbing, pEaeing af signs or markin�s for control of iratiic and parkirig, changes of'grade ar tilignment, alteration of paving «idtl�, etc. f3. Constructian of new sideu�alks, alterativns tn e�isting �valks, grading of parkways, �tc. �;. Y9acing of wires, eahlc:s, conduits, pipes lines, either above ar below surface, :1U excaratian, whate�ar its purpose. Construction ofaverhead and underground structures. fl. Tl:� rout� Co b� folic�wed in mo��in� tiaus�s, buiidings or hear�� equipment units flver ei�y stre�ts. E. E�tensive planiing af tre�s aod shrubs in F'ark�vavs, This application, �a•hen signed by the Cit�� Manager ar C'ity rngineer, canstitutcs a permit ta p�rfc�rm the �vorl� described. 'I'hc Cit;� reserves the right to re4�oke th't� permit if any one of� its provisions is violated, ar if in the iaterest of Ehe Gity it�becomes ad�°isabt� to d�n sn. 'f`he Ert�;ia�e�rin� �nd 5torrn�vater De�arFment must be noti ied nf commencement of �vork, alla��ing sut�ficien# time f<>r �s€;�blishing field controi �oint(s). r`�ny c4nEre�l �takes set by the Gity shall t�e protected and preserv�d until the camptetion of the worl�. �'wa set c�f pians far the pro�ased work shall !�e furnished by the rlpplicant in case plzns are dcemcd necessan� by the Ciiy. "I'h� applieant a�;rees to �tssume futl responsibility fttr any injury ta persons, and for any dama�e to prc�perty �ndlor existing facilities that may a�•ise as z� result of the �a�drk for �vhich a permit is obtained. lt is the responsibility aFtlie Applicant or Permittea to accept field atakes in writing �rior ta c�mmencemcrst c�f constructic�n�. ``� � Pa�e fi of 5 City of St, Petersburg, Floricia iVII�CELLANEUUS V"VORK PER�YIIT For Encroachment Within Any Public Right-of-Way �r Pu61ic Easement Ind�mnification �I�hc :�p�iic�nt sha{i protect. de%nd, hoi�i harrnless anci inciemnify tlie City frorn ai�d against any and all <ictians, claim�, Jamage anci/or ioss includin� cc�urt cost astd attorne�t s fees, arising in any mann�r t�om the occ�pati�n and usage of the Site by the Ueeupant, its oCticers, employees, agents, and c4ntractc�rs. THE CONDITIflNS �UTLINED A�E ACCEPTED BY THF APPLICAVT AND CC.3NTi2ACTOtt. T`his permii is not transferabie and is Vt)ID af�er 60 days from �tate of approval unless �vork has been �tarted. 'I'he applicant agrees, upan campletion of any �vork, to satisfactorily complete all the work authorized by this permit �vithin a period c�f 90 calendar days. Work within right-of-lvay under City jurisdiction shall be discontinued on Saturdays, Sundays, or 1ega1 hofidays, except where the wark must proceed in orc�er to protect the public interest. ' � � � � � Date .�r � r�.I] te l 2 � at � � � � � � � � , C� � LL 0 � � U En i�eerin Department g g 100 S. Myrtle Avenue, Clearwater, Florida 33756 --- ---_�.e:-- ��P� OF jy �� 1�� F�� 1 � �� v �� o �•. � � -- � � � �� _� �0�,� -_� � � -.qT ER , _,.�� WATER TREATMENT PL,ANT NO. 2- CONTRACT #2: RAW WATER TF�ANSMISSI4N l��IAIN US19 CROSSING PROJECT (10-0039-UT) C�TY 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. Ciry Engineer A roved B � � z 0 � W O � � � � C� Z � F-�- � � W � � O � pp� CItVHNGMtlNRMICHA�LD.QU1LLliti,P.ti.#!]RI � �j ��i_wt�? I�.�.Y ('IKI C,__ r^r::�_':�::tr . Date Approved i �'�� "'" � iz-i,4 al � ,��uwn��, � �., .._ �� .�� iiHA �.yR�i� -- c�t o sr ^tns�:5� h�_- .L% - �\4 � �� i' �\ O :�o-�{,.�.p�OR�pP:p` 90/ DRAWINGS ��: °8lONA�. �?��` "��+��" Contract No. 1 D-0039-UT Plan Set No. 2072024 � � l — �i__�____ �� '__' .wmY � �� 'e a � �.-Y �r�--�''��`�` � � ' � s "� l Y� �-�'�� '-' `� � y\ < j�': < �,>%`�j' ; � ��/, i �......., I i �� i �-I—+- ` � � �......I i c� _--�-�- _-�-•-�. _ � �i 3 � � -- ' j _�___T i -.' � � _ ,_"� � I..�� m 'r- -•`---�1-1 ---;-� g � ��J.i� .:.11�. �: N "_ :— .._..�__ . Q ,— , � . 1— �___ � � � _ ; i— � ' � o i I � ; , : � ��i_ � � � � � o �a ._ � �,_,� i ; ! i I � � k _._, y ; �... _ - -- ---_ -- , � � 3 � .. � _ _I j _�� )�� . ( "_ � F f ' � � ; j i & I � _._ � j f , -' � I �, 4�_" ' L .�L. � r _ � �� _ __ (_ _ � -�� t , ___ . _.� , -- � � - S � t�... � � � � : {�; � � % Nrm �J t , � f us�mo � � � . i /{�/ / t � , _" _'—." ( _ � ' � w �' � . � �.' y l-1 ..:�...._ 4 � �. ii �._._. ` . -. � . _.. , �� T�✓5 < ; — r � , � _ , 3 � � ..�: � i ...., I � � ��! n � � � I � � ; � �_ � t § .! i � � � �_,_�{ L� ( t �t ��_ i�,� � ^ � � � I — I C O t 6I � L _^ � � , � _ T�) � _, ( ;Tj � �� T ; - i � � i__ � ; � �_ � I- + � -E-'- ^-'- - " -- `— °�`�-- - — � -� � � _ . . �. i �� . _ ,_•__ � ' _ _ _� _ , ; � t. x i . J� ? � � �--� � , « �---- � F_ - 'j ._ _.-.._" 17 a° � � . { � � �. u � ; f � � � ( -- �. : -- i � � _ _ �_ l v � wi ._. � L.__......___ . . �:—J (_ _ . � � ¢ 1 '_ � "" 3 U N smc�im « � °o � m""�' a° ��--�-�—t�._� ......_..._.. . ._� __ ....-- � � � � �`_- � �r �Y� I ,_��-I , s �_ � , � ��1 -t l � I' �'' _. � 1M.�� '_i . .. r-r " i � .;_� ��l� i - �. , � I ��F-- ' ( J � � � � �.... 90X 90% REVISION .._:•,� � "'�o �, ,,� /�� / � � � , �, , �, ; ! � i ; i _ u. � , i (� n�s) . _ 131 �VW � w`� YIEl1 /p2 cer on+Q+s). �..... i � �Y � - __:._�. �.-- -- � anMs aas � � `� ! � � _-.i� � � ' , i ` .�±� � i �� I2�T �� ''-- '---� _.-- -- __ _ � ; � .__" .._ ............. . . " "_' "_... "....-1 r— � ; CIO ,� I eESr e�nr ; � . � RO wIP /2 c , i i [� Y � � a 1 ; � i._ j_ � i ! (- ' ' , - � ,�". 1 �E � I � ; ! '�a � � � �• _L—�_.—'--.—_— cw� ro enr e�w tan eo� 0 •� � �✓f CITY OF CLEARIlA7'E[Z PI.ORIDA v �� ENGINEERWG DEPAHl9(ENf , RS B/i/12 � � 100 9. Y7rtla A�e. � RS 5/8/12 �� Cleerwster. FI 99768 � �� R MlE �----� ' � �j - � i : 4 1 �� .. � 1� � t '�.-�1 �I 1� - , � ,, k�� . � ..� i �o.M .. J � __ `*� � .. i r. . ". ,., � ,: \`�i � ` � � _� nua _� 7 . � '._.__ ,-,' ,, , '"i_ _..._ -�� . � �'� ��_.. � ' `� i i ,�rr r y �ii _ `J r C- ; l" ��G' y� T:J!�TI ( I � r / 1 1 ..._ _J� ii: _ � �� __. . ..�.—�__.. _ _.. MELL./p1 ......_._ I (BY 07NER5) ( J . i �� I � � i I _ _. _ i I N � ~� W E �► �~ S GRAPHIC SCALE zoo noo eoo (MFEET) � Meh � 400 k. �� : .. _ _ a.,w hEw wrnow� raR vuH uro PROF7E DRANWC ORANING NUYBElt ��wHOrnv CO2 IIPPROMIYAIE NELL _ SIIE lOCA710N � ar / caNn � wmtcaaNCCr � J z _ _ 0 • vJ � �._.. ....._ LL. , . ; : �-; � ` I �'r� Y / \ Y ; �� a i 1 �� ..� �� ^; _ �� f� � % � '� � i r WATER TREATMENT PLANT N0. 2— CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT PIPELINE DRAWING KEY PLAN � � U Z � i+��^t. 4'tv � ,-.��s�lb y, tY�. � —�/ �Z'1��i�Z ,. LL :r;c a a,;tm itarr are�,�u � �vr. C'a' r r,. 7s �Ai pt i�/'� .._ .. ._.:_—. —' Ll� \`\\��`O \111� I IHl.9/� ,,'' N *� �,s� 3 `�* = 0 P �•, � ST^� � / �f �\ o�s�� ; '° • oa� P ` ` zo' aa' ��i��/��NAi `��p o s io ��eso w.M ca.wr rAmveai rA�»�m. wourtae vma wn. roo ra.wa nwm »aoi cn: eis zee-nn �e.: ms z .0 wye nun eaoic: s�n�cr[n er: scur. C01 vw* oimrerw: w —.. " wa onnxrs mi, m 2032024 B 1 12 JR9 nona OB 14: �EWi1ED BY: OE�SD IY: 9QT M0. ..-. _. __ 102008 HVH Jl1A � 005 _ ,,.__ �� .,� Ott FMa,rm rrlwl 0. UHIFl4 n.E I aam o�lE —._. ._. � 0 > : x m � a a N � N W ¢ US 19 CROSSINC NOTES: � .-�.......�:T�-x-:— 1) The design af Ne diroMioiwl drill croeaing of US 19 was prapared fmm the best availoble utility bcation and aa-buiH informotion. The <ontroctor is adviaed that the exact bcation a} �he �2-inch Florida Goa Tronsminion (FGT) gas tmnamisaion main in not known. Rs-built drowinga for the qas � �� transmiasion main ertical lomti n F T de iclin n I d v o can d b lo�da Gos ransmisaion. p g Fwrizo ta on not be confirma y 2) Prior to performing the crossing of US 19, the controctor shall coordinote wiM FCT to obtain the harizontal and vartical localion of the 12-inch goa tronamiasio� main. If the IocoGon ia different than that shown on the constructian �pbns, reQUiring a redesign of the crossing, tM controctor shall proviOe the information to the Cily and the Engineer so that a rtwtl'rftaE dasign can be prepared. If the lacotion of Ne gas transmiasion moin cannot be confirtnad, Na Contmctor aholl tempo��y rioD work on the croasing until direcGona aro rxeived from the Cily ond Enginaar. I I� '� � � I I � ( � o � � '� � I � I I � � � � � �� . I�I j � i � `V' .I� I p ' _ � � 3 COYBIruipN � I V' � � �y� AR VN.VE� F -;` � I I STORM STRl1C1iiRE � � I a I f ' PIiM � � SLOT F�a��51 t5 \ ICl s 1 '�fUM (NE) !f=46.69 1 '� 70 lF OF B' M� - � BO OF � HDPE � Z 4� ChM SiR�(:I Rf:.._. A:PHALT 1Y1 �17Li "1T'_ � OHi� � o a�cnow� owu N r sa.os � � � � \ � ` "` i /;s} ic aa.is u u?I '� � (w; �a:=+er•.s Q u � etu pxs STA JJ4♦SB. 81.0' LT 8' GTE VALVE e• xuc � �—_"_._"_'_'_'___'_.__..._ � I p � ��PF.�� 3� ,� u� :.�� 14' CL ARWAIER WATER � �j �� _ TRANSMISSION EASEMENT o I ,."y � � <J 1°r T OR 40 . PG 1412 W -•�•=a+� i�� I u W 18' RAW (BRACK�SH) �� yWj ' � �4,`�'" '�i ' � (J � � �OLO FRESM RAN WATER L'NE) ��----}�-_._. � -�E cR W EXCAVATIONPOINT`T \ .e�, 1 �� (n�Q � I �/�' § W_ _�-��r -- .oi.� --- - ----------------------- --------------------------- Z G R A D E E L= 5 3. 1 \ � � L J 2' Q� '`( 1,..`-- �'�' r�- I 18" -- � TOP OF UTIUtt EL=49.� i �i W Q-' { .,, wnw -' tuw � � � � E. , / -S _ � I8� CAST IRON. WM � I (�J :.I " � .Q3' c� � n . anw ` W=� _- -- W � � E- � � E]cG1VAilON POINr 6 p 3 � 1 C ' • V � �,N ...�"'i ' Wy — __ Wµ - - �—j —.7.."'' "�, WM — � ti _�_ -�. _ -.___ .__. _ -___ -__ -� -._____ _,_ _� I GRADE EL=53.1 'Yt. , UI ^_ j .,-I P�." ^ WM �°"i I . TOP Of Ui1111V EL=50.7 C20 �jT j � q,AW ' ' .- �' y `� W �,�- �tl.. WM -_' _.-.,-,�-----�" i � `\ � 20' CAST IRON. WM �NA710N �� I�ci n�.�J.i�a3� �,� '. -.- RAW _.-- N�� 1 —, ON� _,N`.••- c� � l uCURB � 330+00 �+ �K`°- j � - I 10� CLEARWATER WAIER 1RANSMI590N EASEMENT 8� GATE � IXi 2363, PG 4]8 �-� � i n � �� . �.o• � � ( EXGVATION POINT 7 8� �� p�� 3 GRADE EL=53.0 `+T� 370+88. 20.0' RT TOP OF UTILRY EL=49.J 8� BP BEND DI/RYJ 16� CAST IRON, WIA SANI':ANY MRNHIOIL� �� rRTM=i3-4i�— (Nl IF=h4?^. 330+00 � ��. ewo t �'� ..� . � .,, �i '_'__ I _-JOS� i ,`�t��!i i� N..._ � ....... � ISH) �----- W � -i _ _ w :T : 331+00 - � 332+00 � �..,w 333+p0 I � ' � I _�_� As_�. , '�_ _�---�- _ � � o ��_..-on�w-'" � rn , i�� I oae � � i i� } > I / Q � � � EXISTING 26' WATERAWN w / � � � � H Q"' ' _ '� ° � Q I � W � 332+00 a TREE PROTECf10N NOTES: � 1. The Contracta will be responsible for aAhering to a0 trae protection meosures requirad by the CitX of qearwatds codes, ordinances and standard apecificalions. Thia Will include all tree barticaden, root zo pruning md �ree trimming/pruninq activitia. Thesa requiremenb will apply within the specified "limita of work; and will also be applicable in ell areas whae Me contractor ond/a hia su6contraclore atage, V store or park vehicles, eqwpment, materials and debris. 2. NI tree orunirw and/or root Druninq on existina trees to be preserved wiil onty be pertormed by or under the direct aupervition of an Intemational $aieb of Mboriculture (ISA) ceRifad arboriat. � Furthermwe, al( tree�arork shall confortn to the knerican Notionol Standads InaGtuk (ANSI) 2001, knerican Na6onal Standard (w tree carc opemtbns -Troe, Shrub wd other Waody Plant Nainknanee - o Stondard pradicee (prunin9) ANSI A-300. � � 3.Whxe callad tM on the pluns, install tree borticadas, mnion control/silt fencing or othar opproved protactiva borriers around all lroea to be preserved, per City stondard detaL WMre applicable, protective 3 harrien will be ploced in root prune trcncha. � � 90% DFAWINGS �� , � � �w .� '+ ,\ �/l crn oF c�ve��xt2 noxms " ��am ae � �a � ENGINEERING DEPARTLENT m in --p� 8:909. DRAWINGS JRS 8/1/12 �_� � 10�0��Yyrlle�� 0� a" A: 60% ORAWINGS JRS 5/B/12 ''.QAy�R �,� ao --emr— REVISION m ^�� 333+00 ..... .......... �54+00 FJfGVAiIl:� PqN'f q GRAOE iL,51.;0 iCP OG L'T�fIP' EL-a/.oC 20" GS7IRCN, W0.f:H 4qn ENCAYAIqN PLYN1 3 GRAUE Fl=57A2 1'�,4 d U7Wtt EL,�.<;,)? 'a"J" CASi iRON. Wai1:R NNN 335+00 +—'- I ---H_ _� _--F—_'_T_ h __ FDOT NOTES: 1 Horizontal Directional drilling ia the method of installation. 2 Mazimum reamer Aiameter will be 12 inches. 3) Entry 8 Ezit Pits are outnitle of US 19 Righl-af-Way. -.. ',.. COMBINVNNINR.VILYE..�-. 1NC GRIDE (QJER CL OF PIP� "— :-� - — — — — -- _ --- _ - -- _. ,,,_ '_. _. A _ ....... �- � _ - �e' �� _ ,. '. 8' GI1TE VKVE 334+00 335+00 � � � � - - -- 60 � _ J - -... .- __. z _ --- - 55 Q cn w ._ 50 Ui �/`�.."' _'._ _. _. __.._ _.. I..L. . 45 � _. � -- 40 z _.. F- � -__- __._.__._ 35 — -- - � -- - _ _ � ___ ;-_ W . _ _ I._. 30 � -�i4-e3--� � R'l T7f..'9V � 7!^'II'�*':. j...... i4FE ' t O I//ri .... ..___,__._ ._ 25 � � • �, % '•�'� � '3 `:• = o zo• ao _"; �Z�.� ` = 4,prior W airyr field dqryes takng placa, it �ill be the Conlmctors rasponsibility to review tM potenGal impacts lo existing tmes with his ceAiTied or6orist ond include uny and all rocommendM tr�'��1 $j!� �; � SCALE: 1"=20' HORIZ. protxtion maowrea m hia proposal to modify the opproved design, The Citys engineering represenlohve muat approro, in w�itirg, ony charqea to tM op proved design prior W impkmental'wn of mid chan eip0�•. Q/�' �/'�� iThe ContracW� Mil� uvpld ony apen eKCmatiom, fill or other construction octivitin Whenever onible wilhin lhe 'CriGcal t one'af a existin iree 9��` � OP� �� 0 5' 10' p Roo Z rry 9, l�•�� under the dripline/canopy), i� .[10R�.. 6�� &nnd apprwad M iheC�s�enginx 9�reprea ��a an eztended penod of time near ezisting trcea. lhe Contmctor shall install and maiMain QlY aPWo'reA tree banicades m eFarn in the atandard details �/i�83fONA4�� - 7,WoodcNps, max:n or onothx ewhionng surfate materiol approved by ihe Gty's angineerinq rcprnentative sfwll be ploced to a minimum Aepth of 17over areas where roota ora prment and conatruction J'�� " SC.A�E: I�-5' YEHI. traffic «curs. - . iaso ..r ca.m.r camoew cw...,Y. _�.� 8.A11 tree protectirn meosuren ahdl rertqin 'n place at oq times during conslructian until the Citya mgineering repreamtotive authorizes rmwval. we�d ��.� �9.ihe Contracto� Mi4 <oordioote with the Cily'e mgineering repreaentotive,-Tim Kurtz O(727) 562-4737, to obtoin opproval in advance of arry and ap rork within the cntical root zo� of oiryr ssiating tree. r�,, nme,.z�eoi Plv 813 TB6-�]I1 Fm: Bt� 2B6-fi�tl�) �� WATER TREATMENT PLANT N0. 2 - CONTRACT #2: �"`� cov "'°'°°'° � °' �,,, _ ,un � x:o, �w,u�c. xo: . RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT zo12o24 e i iz res aoe no: oEaum sr: oco� an aucr ra .__ US 19 CROSSING AT MID-BLOCK UTILITY EASEMENT PLAN AND PROFILE lozoos Bv� �u�, � otl __.. �•...�:,�,,s� �T.� �STA. 329+80 TO STA. 334+80� �� an a� �� o�� pE �� oA� - US 19 CROSSYNG N07f.£• FDOT N07fS �lb � � o�rd o�s�tmd erai:, 7) IAe desi� oJ Mv dNectiono/ MA/ crossing of US /9 wos prqooi�d ban the bart owdob/e utdYy /xation wM as-bu.Yt infwmotiun. IM conFiocfcv /s adNsed thot tha exact /xotion al the !?-M+� aido Cos T mnaa.vm (FGTf yos [ronsmisaim mam �in not kno.n. Arbudf d-owinqs !w- the gos 1) Hai g is �he preposed meMod o! 'ristaNOtlan. [ronsmisrim mom dyoictmg h� td wwd rerficd /ocation eoru�of be confirmed by F7orMo Cas Tiamm�issim. 2) Aloxmum a dhmeter wd/ De 22 inchos. � � 7f Pn'or to p� ing tAa cravsing o/ US 79, fhe confroctar ,sryay �ard,'r+ote with FCT to obtom the haimtd ond .art/cd /ocot/m nl the I?-md+ gaa [ronsnisw'an man. /! Me /xofrcw is �71xm� rhw� Mat shown m fhs crosfruc[iu� p/ms mpu'rm9 redesign o1 fhe aosshg, the cmtrxfar shd/ pror'Me 3J Entry h Exit PYs we outride o/ US 79 Rlghf-ol-Nby. the m7wmoticn ta ths C/ty md Ma Enq.heer so fhof a modlAoC Je � �'w+ be prqowed /! fhe /ocofim of !he tr�smissrcn mam cannot be cmfimed, tha Cmtroctcv shd/ tm perwly r[ay + k m yie cro.rshg unl.i drartkns ws rocairod linm thejj,{G'ty oid En ' _„_ . ._ _ v I y'q ` R/W � . '� i2° `' � � �� & f�q¢tTH R R�T I t� M 0 �` �` Rcv ❑ �F�R.[�' z .,,-� "M +r .nN �` f '_ _.....wM --. _[jfjyj}Y(y ; �. Ck y �6 � � RIlA. 31�Si 4 � } ' � i �A � �Q�� !i 7 " i NOR7H��R'W �R W � A� i,A., < . � m ' ' 1 F � v — —�-___ r� __ "u_ ---�s � *�i'-• as .— ---�� w �` � + ; � : - _ � �� i � %',.as - i�': � — * V ' I S _"_ . . __ .,hS ...__. ...._. � �� ._: t-� ___-�'L-_� i _ I I . .. ' .""_ - ._ "- - _'_ '�_ __.,. 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' ;. � `__ � ..TO >2 406+W '� � S �E 2 407+00 .'�r`�'6='7345—" 408+00 (- � " 40 00 � � � rw��t.k n__: __ , � z � � � �"_-1�o UPoLL � l �' �-L� . _". .. _'_'_ "_' � N � i 5r} IL-22.03 .Iita Pt., uRE � �� I( � I f�j� HIM.=:SO.b � � <I � • I w � I y-�� A ' I� I 41 00 i_.. _.. ___..471+00 � ._. . � � ' .--._I � ;� - ..-- ..... I � -�- I ::' '—F _� '—_i__- � _� '�_ F ' _—�__+' _ ' ' '—T ' _ � —�_ i�--.�---'T-�- -j n 4 �- ' -� �� Z � � �� -- ! : � i OREW STREET f �'7' i I I } � � ! ��—�j r� -� - . _ . --- -------- 'i� I z � � � - - ---- -y 3 I SAh ARY MANNOIE � a "'-�- - - � ��'�3"� ,��. � � -"i� j ! V � � � _" _" _ � � ? mw-3�� i �i ? ( _�.� ' , I 3 � � � `-. - , ' � o � 4..F 24.A � ..-..-I-ii � . W __ (SWi IE=-2-4.71 }j-v-- _ �. ___ .... . � i� ( _ � I � � I r .� I I �� W N�,i nNITARY MANNOIc \ i2� BORE770LE W �� BIGKWASH DRB. L�-�I � m '� i RiARNi &rPl T..:rt� . � � .. . ,� � � W (FI7�! 3 7 � ! ( = v � �N S.RUC��RE :�I I , �' , I 9' caNCQRnRE ptf�� Y coMUR ofl9 � iN) 1 2^ 2L+ � t.6._ ? � 1 �h_ it z .so } � -� ' -- - ��i � j (n � �� (se) i s5.4a �� -s se �I � � �;� r x, E zo�� _� � ---) � { � C7 1 �5, �E_z�,h �� - s> .�� -�� _ U� n�Wi IE'-25,92 / 5 � I � '� I I I T F- I � � 1 U � u: < � � .��.�..�� ' 1 � ^ \�� I � ' ��. _.. i � : 1 � � � ` r'C � __._ � ... -__'_ __._: . _.-_�- _ _ _h �K � . �._..i..-_ __.. - ' f J,�,� � � � j .._. _ _ '_ "' >"RH. � fY?F. F CUR!3 . Y �I � f i � � � " I ` �� '`' a'ara \ $ i A ' rn=E r �vae � / ' _.. ' -- - . 0 1 Y ' /�' i { - ---� - _- M ' ', 0 2" GAO u` � ., ". R� � I� � i�� -o� I ♦ � _ ' � ; �,�j I � � � —�-�-�-- � -- _ � _ _ �s_ _ -; �D ! � � ��; :_ � _ � � � _ `� � s a r 4� 4- ��s , � f I ' ` � � �� - — _ . 4— — 3�,� '� µ /l� � I t � 5 PM .:Rtl lU4i � i � � ' ,y,,. �24-.�.�X��K.-- c u - I ✓� �+w �+ I ( a > ` — __ ...��_ _" p_ Y# nf _._ � � � -- Rn+��y3ftoounnrra�� "�,-�::2:'',��,..�k,�suJ ��'' I �O ' I �N i � n '` 4� M / � ~ ,_�-H -� , �. ////�� ¢ � I � � i - � ( F...2B.94 ..� x 9 � � � � / ds'IT.iM El=25.'LS � � � (� � � . � 0 �v� -�aaoo,,,,,.,.�---^^„�,,. � � � � � � � � � �cvR --- m¢ noor�vwuwNC �`-"�'�. oxp `�' i I p��E _ / 'w,4 ' � . � ; f � / m i.f .. O I �� 1 ��-.,..{� ..,,�r/�' 't � ..�_... ,._.,....�11..� I , ,.lJ � _, IRAFFIC II � , � / I �. $ipp CONTRaL a i nHG .� . _ . . (Al C�LLMNT TCR PANEL 1 �I �j ! � � I I %'(A � �I U • N 8 Canpactian far e bout/U/ .rhd/ cam rith AA37fT0 T-99 IOD,T. swe,ot Ood os palf of Ooi/ Gaon-u # P/NE2LA5 COUNTY R/iY CLWS7RUCAQV N07FS' % P�° P�Y � I Y Y P� )J S'Mewdk cuib �ps disfuibod by lhis eonafructim shd� be r�/aced Per FDOT Mdex JJO4. 9J OislwAed a'eo rithm Me riglrf-o%�ray �/ be ecvnpoefed to 700T o! maxmium da�slty anA sodded I5J Ab sfreet .a5o// be d ed without the xnttmi prm�isssi� o! !he Pind/os C nty T!AC Olrisim. Af /eost 48 how od.w�cs coordination is 7f A4 poposed wa+N muef ewnp/y rith the FDOT 1Poodwy Plans Prepwafian Nanuo/" (:a PPAIJ. lOf fie P ittee� attmtiw+ is diected fc`:Mq piowsicns o/ Me Trench So/ety Ac! (f7arido Stotutes, Saet/ca 55,x60 et Seq.J Md the /u6rod � 3J Al/ ri�rt-oFnay instdlotrons wi// Ds m occw�da�ce wifh practices �e/ ced in the Stofe o! F/ � UtAYies Accamm� tions Monud. Occupofiand Solaty and Hea/fh Administrot7oq E cowtion� Safety Sfan� (19 CfR Sxticn 1926.65Q Subpwf BJ �frich shd/ opp/y ta 76J Any pcvtiwl of !ha roodway that wstoms exceuiro cans[ructim �ated domage, ' the qoinion o! Pne//os C nty H'gh y Oopor[ment, � }f M/ des/qn and crost ction muat conform to Fhe mmmum stondorCS set doxn in P/n� s County Lond Oe�e/opmenf, Zmmg ond/or crosWcfiai, qoavtion and momf�ance purwdwt. ta Mis permit ��- � shoN be repo'red af cantrac[or e..ponse �n o monncv npecified ey P/nel/as Cwntr Nlghwoy Deporfmmf. � rNOfed Ordinwrces, and Mm4num Testhg Fiequmcy rx�unama�ts llJ Da not disturb axistmg undxd om or stam �tama._, /! AWtron bed ir� disfurbeq cantxf Me a2o Inspector r/fh the PhNbs Caunty l6AJ Ut�Yy mstd/atians and 6we pif errowtrons shd/ not occur witAin 5/eat o/ Me edge of pa�emmt � g any Pinel/or County a � ' ,r SJ Sign and Bwncodes shd/ be in accordonce irith the U S Oep� ent of Tznspartotian's ;NonuW o! Unikvsn 7 Nic CwntroV Oe�+ces' a�M Hqhwoy Oepwtmanl ot t64-B90i0 tw assiatm�ca ---. :' momta,nsd rood y � the Flondo Depnfinent ot T spa-ta(ian's Food y ond Troffic Design Stondorcls� /nderes 600 throuqh 670 (/atest �YronsJ. 12J Rsstwotim of cwb, aMrof, birowo�s wM p/ocemmf o! scd. shoN be �covnp/eted �xiw to exrnwtkn stwtNrg in arofha weo by swne 6J Soh p� fnon Nofllc is ta be mohtoined of d/ times. ��FP• . � 7f Any sidew�dk which becames undennmsd must be ramowd onA roNoced S'dewdkt wre to bo rxonstzcted riNin three (JJ do�s a/te,- 13J Tjpe o/ soO used to restcre oMnar-moirtoned weo m�f o!-way shd/ be coardFiated rith oMnar. il N rpnu.y/ IMen er/slinq slderaAt is ramored, it ir to be rcmo�ed fo f/re nearut �f. ItJ No atoc#pNm9 ot moterid A roodwoy cr �m sideeaM:� N/ dit and debr/n wd/ be ramoMd from �a6 .vte doB}� Roads and siderdk fo be � --- ---4 — ._ _ __._....�_._ __�_ � - -� - --- -- � � -F . . . - - - _ _ _ . � _ -- - _�_.— . _ F - - - . -- - � �_ . � . _ -- , —_ � a — -- - _ _ _.. -- � -- f - �� : ---� �� ---,— -- ---�---- I _. .__- --- ----- �_.�_ ,-� � - ---�-- --. —�. _-�' --- w .._.__..� _ �i ... i ._._..� �-- .. +_ ormu+c (wot av � j - --.i - - _ . .. ... _—_. _. , -_- ��- i - �I --- — -- Y ��--- , -- V 30 � -- fi _� _ i _ _- -�- ---, � _ a + _._.__ - __._ 1. --. -- --- i -- - � _--- - - _. - _ _- -- ; ' - --- -- ----} -- - o I _.-� -- _ _ _ - -- - _ � — (---�---- - _. - _—F= - --_ _ $ . __._. . �_ . 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IE=24.5 .._.._ __. + - ' IE=22 � I .. � � 78.5' tWtlC� t � "._ ,'�. '-' "� ... __ �. __ _'.'.' '.' _ t . __ _ _ _ 15 , - -{ ---- _ _ --�— - t-- - Q ' I . _� _ . _"_ ".._ "'"'_�"' ' YIN T �.._- _ _ -_- _ _. .. ._ . __ _ _.._ "_'. _-". � . .."_' '"-'" � I. _."_'- --.___�.._ ..� .. � . i _..-� � �- Umf�Cx ..-- -�ro`-pN--� � --r � . � _'_ -'_' _ I . .'___ � _..... .. . _'_ " '-_ _.._'-_ ..- . __ -.._. ..__' '___ __..y _._ ._ 1 � _ __ w . . ...._ � � _'""'""""_� . ._--1 ._.. ._..... _ ._ __�___ SEPNGlION . #-_ . _" .- ._.._ . . __ _ _" . ' _ _ � _ .. ' " � _ ._. _._.. __"_ __E ... _. . _ .._'.. ...._. . � . .. _-� � _ � � ry � 0 _ _.�.._ '._ _ ___'� ..._.. _-_ i .... . ___� �.___...' ! � , _`. __ - I -. __... . , _-__ _� � � � \ __ ..�_ _. �. .....__ -- . - __.._ __ __ .;_•._._- _- _� _ .. ......_. "_" _ _-' , ". _ _ � �. . .__ t. ......__ - -�.-..___._ ._-.____ �. .� ._ \ ._.._. .._.__- _ _......� ..._"_ _..__ .... ._ �, -_ O _ I " -- -- � - --�---- _ -i- - - � -- — -- __-- - -- - --- _ _ -+ _ � �_- � �_ --- --- — o -- __ _ _ _ _ . ._---------- -_. � ._ _ .,_— - ._ _ .._--- --. -- - - � _. _ ____ � _ - --- i 5 __ _ - ------. _ - � F- � - - . __. - _ __ _ _ -- - - _ - - -- - -- ; - --- --- - -- _._- _- - __. a -y'- - - --- - � � _. _ - — � � _ _-.( __ � _. _ ____ _. _-_ +_- _ _ ; 't- - — - _ �Iri _;�s+ -- - w �-�..___ -._I.._.—_ - __._. _ E� � Urt9 _._..,, �__ _ -4-- .._ _._'_.... .._._ ._..... -._.� _...._.—_ �.edFAtk!�r€E. --- � � O _ 9 1 ��-.�,_ U i � B CONCENiRA7E DRY i � t2 cns__ ., � ` ' _ _'_. .__"'____ _.. _.._ __ "__"__' "_"_. ..._. __ �_... ___.._..._. .__....... '.,"" __.__ IPECINE'DEEPER TH4N�SHOWkIIN�PH6flLE)' __.._ ` ......._ _" _ .� Ee � . �_. �- � -Y+eoenuR�-ona- ; ie � )ds - r rM � ,.z�n��rarit5v#rrs+rree.�- � - _—. __. --- w -- _ .--� ..--- T___ � -- -- � ._._._ _ ..__ ...-- -----�-- . � � ..- -- __ ..— _v _ _ ._ . ...... . . ... � -5 - - ---- -r—� � _-_ - -- --- - -- -- - ; -- -� _ ... _ _ __ _ — - � - - ��NUiun�� I I . ..-- ---- \��p,ir�l Hq;y �ir� 5 �,L, - 406+00 407+00 408+00 409+00 410+00 41 1+00 �o' ° '�'� � 67679 '. * � � #: 7y4%3 :y._0 20' 40' m ''� �• 6 STATE OG � W� � 4.Prior to om r�a chonqes tuking place, 't Mill be the ControctoYa raaponsibility to review the potenGal 'mpoch to eziating trees ith his cerl�ed artoriat, and include any ond all recommerded tree pQ�., /' J P �` SCALE: 1"=20' HOR2. . a TREE PROTEC710N NOTES: I to modi Ne o d des' n Tha C' an inauin resentativs must a �ove. in erflin on cho pp g i p �c �� 1 Contractor will be res onsible for adhering lo all troe prolection measures requirad by the City of Ckornaters codes, ordinances ond standord specificoiiore. This will include all Iree borticodee, raol pmtection meoaures in hs p�p� TY PWo�� 9 � �Ys g g rep pp g, y (qes to the � mved desi n prior to m lementotbn of said change. i� ��,�l BR��aG'`� 0 5' 10' � � . The P . cabk in all areas whero tM contmdw and a h�s eubcontmctors sl 5. The Cantractor wdl ovoid an u ettowGma, fiN or oUror comlmetion activities whenever ssible wiih� the 'Crilical Root Zone of an eznLn tree (i.e., under the 0 i l e corw :`(.p' ' Q, � , zo pruning ard hee trmming/pruning activiliee. These reqwmmente wiil apply within the spacified 'limds of rrork, and will also be apa� � �a B.Where construcGon actidtiesYnreP nticipa�ed to last fw an extended pttiad M Ume neor exiatng treea, the Contraclor shotl install and muintain9Gty opprwed tree barticadp/os shown in the standard details /�� NA�' \��\ � � atore w park vehicla, equipment, materials and dehris. 2.W1 tree pruning and/or rool prunirg on ezi$ing irees lo be preservad �i0 only be performed by or under lhe direct supervisbn ot an I�emational Society of kboriculturc �) certified arborisk and opproved by the Cil�s engineerin9 rcpresantalive. ��/l:;,�q�\N I, SG1LE: 1 "=5' VERT. � Furtherrtwrc. WI tree wark shnll conform to the knaicun National SWndards Inslilute (ANSQ 2001, Hnericon Nalional Stundard for trae care o mtions -Tree, Shrub and other Wo abnt Mantenanca - 7.Woadchi s, mukh pr anather anhbning wrfoce matariol opprwed by the Citys enqineering representative shali be placed to a minimum deplh of 10'over oreas Where rools aro present oM conetruction --- traffic occurs. �esa wr cw�m canw»n cm...e�. ' o Standard pmcticas (pruning) ANSI A-300. r G atandad detail. Whem a IKable, teotive B.M tree tttGon memures shnll mmoin in bce at ull times duri construction until the CiNs engineerin re resmtative outhorizes rertroval. ,�,a��y �a y�N � � 3.Where calbd for on Ne plons, insioll 4ee bnrricades, erosion coritrol/silt fencing or other opp�ovad protective bartiers around all irces to 6e preservad, pe ly � �O 9.The ConWctor will copdi�a with the Gtye engineering reprexnt rve, Tim Kuriz O(727) 567 4737, to obtaio approval in advance of ony ond oll work within the critical root zone of ony e:isGng tree. T^^w^� �"d^ �°a' 3 barrien till be ploced in root prune Umwhes. an: e�.s zee-ini ra.: ai} see-ese� � � eox DRAWINGS . .,;�'�,,,,v„�,� WATER TREATMENT PLANT N0. 2— CONTRACT #2: ��`�"�` �lz """°a°°" �""�`°°" ""` r � aau ixai comum nm wic muw: ,u,. �' wuw ar. —._.__._ y y��no er. oiuw� sn ,\ t�l C17Y OF CLEAR1fAT6R, FIORIDA �..�- . w m�ryss xo. aomox 2012024 8/1/12 JRS wu. ��,n � I' �ca�wG D�n�r►�N.r RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT ,,,�, ��, ��,� ___ 8:90X DRAWINGS JRS 8/1/12 �' � a 100 3 4yrtle Ave. > 102008 BVH JYA �� O16 �;, ---�— � = o� ��,a.,,,�,., � �� . � DREW STREET PLAN AND PROFILE �� ---- �,�,�.,.� A60X DR4WING5 �RS s/a/+z 9,��R �, �, a�' (STA 405+80 TO STA. 411+80) �� __ ' � ��Mt --w� �-�r � a„ � �.o„� a�. o.E ,�:� � �' � —��- REVISION B1� pA1E pn" a R/M' uNe IXIST. GRADE EXIST. SEWER * UIERIAL Z PROPOSED � RAW OR m POTABLE WATER MNN EXISf. SAN. SEWER N07E: 1. CONTRACTOR TO FlELD VERIFY LOCATION AND DEPTH OF EACH LATERAL THAT WILL BE CROSSED BY NEW RAW OR PoTABLE WATER AWN ej lYPICAL LATERAL CROSSING DETAIL � PVC/HOPE MAtN DIP MAIN PVC/HDPE MNN Q � PVC/HDPE AWN u \�VTEE V V \ y� �qTE VAWE � v MJ CATE VAI.VE / 0 °< NOTE: j 1) �LL PVC JOINIS TO BE RESTRNNm � 2) DIP SW�LL BE USED ON ALL LOCN110NS BETWEEN a FlTTINGS AND VALVES OR BEfV/EEN TWO F17T1NG5 WHERE 1HE OISTANCE BETWEEN THEM IS EQUAL TO 3 OR LESS THAN 18' ¢ � -�Z- rrwca� � ec vn�ve oera� 0 � X 0 a 4. O V a 10�-0� (MIN) (SEE NOTES) 2' COMBItUTON AIR VALVE W/ REMFORCED NYLON BODY' SEE TRBLE 1 7HREAD CONNECTION- 2' 316 55 HOSE CPLC. (TND) (M<MASIER -CARft MOOEL �S 5�Oi5K25 & SJ015K55 OR MPROVED EOl1AL) 7' BALL CORP. BNLL VALVE �TNO) w/ eanss Hnno� FINISH CRFDE � 2500 P51 CONCRElE� 8' r+o wc r+rsEas nuowm 3-PIECE ADJUSTPBLE WATER Vp1VE BOX� (NO SUBSIRlRES) '/t"j 2' 9P BEND � I I (CAMP. v COMP ) NOTE 1. FINAL ENCLOSURE LOCATION SHALL BE COOROIWITED WITH h MPROVEO BY OwNER. 2. ARV ENCLOSURE 5lVLL NOT BE LOCATED IN DRAINAGE SWPLE OR O7HER AREAS WHERE R IS SU&IECT TO SUBMERGENCE. 3. ARV ENCLOSURE SHALL BE LOCATED OU'f51DE OF CI.FM RECOVERY ZONE. 4.DOWNWARD FFCING ELBOW TO BE SCREENED PER FAC s2-sss.�zo(zi)(e� e asww es.z 5. INSETZi STIFFENERS SMALL BE MMJUFACTURED BY I.URS COMPANY P.O. BOX 830340, OCAIA FLORIDA 34483 6.POLYETHYLENE ENCLOSURES SHALL BE OLNE GREEN FOR RAW WATER MNNS, CONCENTRATE t1NE AND FOR fl4CNWASN LINE. e I 3 FlNISHED GRADE 38� OR 1B� PRESSURE PIPE. ptt OF 5T. PE�FRSBURG W�IER TRANSMISSION MNN \ � - ^�� _ ✓ / 1 U PROPOSED dRECTqtY1 DRILL PRES'URE PIPE OR URlf1 pi0S5NlG. NOTES: 1. IXGVA710N IN THE WATQt TNPHSMISSIOM FASE]AEN( FOR PECOYFRY OF BROKEN ORILL EWIPNENT WILL NOT BE PER�NI"IED. 2. REOUIRED UNECTION/iL BOPoNG EOUIPMEM LIMI75 TO BE USE FOR CROSSING W�TFR TRNISMISSION E15EME71T: A: S,WO te 7,000 LBS. THRUST/PULIHMCK-UP TO {' AND UP TO A DISTANCE Of I00�. 8: 7,001 to 12.000 tBS. TNNUST/WLLBMK-UP TO 8' IND W TO A Ob"UNCE OF 800' C 14,000 b 78.000 LBS. THRUSTIP��1BACK-UP TO 8' AND UP TO A OISIANCE OF 800". 7. 7NE EIEVATON OF CIIY'S WATER TRWSMISSION YNN 51NLL BE FlELD VERIFlm N!D SHOWN ON CROSS- SECIION FOR ALL CROSSING APPLIGiIONS. {, µ1 qREC110W1L DRILLING SLIGING AREAS fOR TYIUST PND RECEPfION PffS SMNL BE IAGTED OUISIDE n� cm's w��x ra�wswssion ewseuErcr. CITY OF ST. PETE eDIRECTIONAL BORE CROSSING UNDER WATER TRANSMISSION sre oe/az EASEMENT DETAIL sre oa/as oecEUeea �ese 550-55 � ORAWINCS OIU1N !Y 90X �RAWINGS 80X DRAWINGS REVISION � ( 2' fl4LL STRAIGHT SERVICE VA�VE MUELLER: B-25146 OR EO�L 2' P.E. TUBING IAUELLER 300 BPLL CORP VALVE (TpPE THREAD x 110 COMPRESSION) OR EOUAL � i-SEMICE S4DOlE COMBINATION AIR VALVE SCALE: NTS z'-a' MP� 73�xi6'rS2' (WxDsH) POIy[fHYENE ENCLOSURE COVER W/ LOCKINC HASP. (WATER PLUS COPR. IAODEL � ,131637 OR APPROVED EpWL) 6' 6' 6' CLR. GLF2. ;�r-. PLAN VIEW g• SCALE: NTS `-�"i" SIONE 6EU 2� BRASS RPE ' 90 BEND :OMP. z i.I.P.) P.E. TVBMG (SIOPE UPWARD IWARO 90' BEND AT PRV) COMBINED AIR VAI.VE 7YPE I 7VPE II ttPE III TABLE 1 PIPELINE ARI VALVE MODEL RAW WATER D-021 P� 02 CONCENIRF7E 0-040 PT 02 WRH NONSLUT ATTACHYENi BnCKWASH / FORCEMA�N �-021 PT O1 -( A1 f f Mn i�� r✓/'f, CITY OP CLEARAATgp, £IpR�pA � a �� ENGINEBRIIIG DEppR'1'l1ENT � . c-� � � ioo s. ry�ue sva. � f � Charwetar. Pl 33758 9�`q� �'� �`' 4.,�5� � _ s Stop I.sss Check MUELLER H74350 with Lock Wng and Compression inlet or approved equal_ Threaded Co`poration Stop MUELLER H15008 or opproved equal (Top at 45 angle) Saddle rmauired on \ 4' P.V.C. only Iron aervice saddle � Ford FC 202 xriq w/etainlese ateel bantl X or opproved equal� Water Main Water Sarvice Tubing Driswpipe 5100 or Endot/Yardley 81ue Jat, SDR 9, 3408 Polyethylene e4 CHLORINATION TAP CITY IN�EX N0. FOB; 1 OF 2 N.T.S. END CONNECTION Gtt Of CLEAPWATER, fLORIDA ENGINEEPING UEPAFiMENT B.V.o� CHLORINATqN TAP .M.Ner P.S.f� 1 2� Ball VaIVC Hoae Bibb 3/4" Golvonized/ 2" Galvanized _.2' 90' EII I 2'Topped Plug �ARY BLOWC Hivu SAMPLE TAF- cm iHOex No. aoa; s oF z eN.T.�T�— WATER TREATMENT PLANT N0. 2— CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING pROJECT WATER DETAILS 024 � TOP CONNECTION z CRY Oi CLEANWATER, iLORIDA O ENGMEERING DEPARi4ENT B.v.O� TEMPORARY BLOWOFF �p°ui o9 � AND u � C.LBeY 5pMP1.E TAP d� - G.C.X.� 2 OF 2 � O � � � V � � � ��__— � ��g`µ,.��,�z�.;.��. 11u �w ---- L=—°5---- � �iH[;Fit's.:ata -"RA.14YR"bE4�k-J'iau...Ti� ,itvq r•r�rrs < 2 N LJ.� \`\\��\\I�I�111/!///� O \ � , PA._. HA i�i � +�• r� i �'•t�G � m• �� ':*: 2qi,b 1�'7 '�_ � yg,,,� 5rn��/ � �-J �'�'�°a,b"•� ```\� /j,ls��NA` `Q\\�� eeo w.� cw.��.r cw�wn.n ca,.•or. —.... +�m vma. wn. �oo �rn'��.�°e'ia �-i� ra.: eia -asn�i m . aw�cwn ar. scuc wa. Mh ��iz a".� iRS �.� --- rrxorm ea m�mmmnox Ctt EMOMDI YCHi1EL 6 QalE]1. Y.E / JJTlI O�lE --.._. ' � � , � , � , � � � � ' � � � � I l_ �J 1NSURANCE 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 $50,000 must be accompanied by evidence of financial responsibility in the form of bonds assurances or guarantees listed in a letter on company stationary. Certificates of Insurance must be provided by all contractors and subcontractors performing work in the City's right-of-way or easements prior to the commencement of this project. ' � � �� ' � � THIS PAGE LEFT INTENTIONALLY BLANK � � � I_J � � , � � ' ' ' � , , ' ' � , � ' , ' ' � ' L�' � ' , PERFORMANCE — PAYMENT BOND KNOW ALL MEN BY THESE PRESENTS: That we (Contractor-Principal), a (Corporation-Partnership-Sole Proprietor, Etc.), hereinafter called "Principal" and (Surety) of , State of Florida, hereinafter called the "Surety", are held firmly bound unto the City of St. Petersburg, hereinafter called "Owner" in penal sum of Dollars ($ ) 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 tertns 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: (Surety) Secretary (SEAL) (Witness as to Surety) (Address) (City / State / Zip) : (Principal) (Address) (City / State / Zip) (Surety) By (Attorney-in-fact) (Address) (City / State / Zip) Note: Date of Bond must not be prior to date of Contract , FDEP ERP Exem tion/ACOE Exem tion w , � � ' 1 ' � , ' � � ' � � I..J � ' � Appendix.doc 9/27/2010 , ' L1 � � �J ' ' THIS PAGE LEFT INTENTIONALLY BLANK , � � � � ' � ' '� � ' C� , L , , ' ' ' 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: Florida Department of Environmental Protection 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 3801inear 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 pernut also authorizes the aerial installation of 401inear 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 N, 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 proj ect 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 proiect from what vou submitted, the authorization(s2�santed may ' no lon.�er be valid at the time of commencement of the project. Please contact us prior to begi`�� project if you wish to make any chan e�s. ' n 'I ' ' ' 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 detemunation 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 permit being required. In any event, this determination shall expire after one year. This deternunation that your activity qualifes 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 pennit 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 Off'ice 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, %�lQ�� f�'�'�� 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 � r��L CI � ' ' ' �__I ' ' � ' , � J , ' ' , , � � � Southwest District cc: Doug Fry, Tallahassee Janine Alexander, jmalexander(�a,reissen .g com Tia Norman, tia.norman(a�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. � � ' L� � , ' �J Clerkl�-� 1�--�` Date October 24. 2012 Chapter 373.406(61. 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 deternune, 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 deternunation from the district or Department confirnung 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 fled with the Clerk of the Deparirnent 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 deternunation 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 fiu�ther order of the Department. The procedures for petitioning for a hearing are set forth in the attached notice. Tlus 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 deternunation 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 pernut being required. In any event, this detemunation 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 fmal 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 deternunation. 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 , � � u � � �_J ' , , �, �' � ' � � ' � � � ' � � � ' � � � , � LI � �I Iul IJ ' � �I ' � O ATTACHMENT "A" FOR DISCRETIONARY PUBLICATION OF NOTICE OF DETERMINATION OF OUALIFICATION 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 3801inear 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 pernut also authorizes the aerial installation of 40 linear feet of 16" pipeline along an e�usting 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 insigniiicant individual or cumulative adverse impacts on the water resources of the State, and has therefore deternuned 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 identiiication 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 deternunation; (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; ( fl 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 28-106301. 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 deternunation 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 Tenace, FL 33637- 0926. 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Dry+artmsra ot TrampaHatia�'a 'MOr!uul 01 Ipqton� Trafti< Conhel :> ��,.-rs :ini n tho f1orlJo [�paGn+ni ot ha�poitoNm+'e `Roudwvy und Tro!�k Unryr StcpuLmb Inde.ez f�Dp tFro.qh 67G ikKOxt edH.-,.r.i ' 61 SWe pe4a�avim :rdik k M bo maMd�l w d tYces� .'� +ny sMe�rd4 .ideh beemua �ndamYbd muri D� rrmeve4 m4 reqaced `aMa�iFS Qe 'a Ce rawnstr�ctM nsn�n •MOe �" loyR after �nmard Whcr ea9gNng aldt.rak is ram�d, M h to 6e remoLrA fo s�e ncuast Jolnt. 52+00 53+00 � _ or�u+ ,, e .s enu oy�w - 1� -�4 � _�__ a 1� r�,d 1., . . .; ,,. r'�, T tl �� ynd .._. _ . -, .: ^ . '�,'��`,�' -- .....,—_ � � _ __— —_— ,.. ^�IYY � �1q1 - - �NU i JAVM AM1 �. ' _ _' ..�_.r. _..-.- . w.,.. ...—�_ . Si� lSN2. U.i' tT 56� . ��' _. . 57iM5 TIICC IIOOf PNUN � �r w evn a/� t�1 —l+M -- i - - � --� - --� - { --+----� �' SiAS8+0' ".°• u NURSERY ROAD (CR474) is• rs acw a/xw c�,� �_�. . � s � r --,�—. _ — � t�,. �� ' `n - -`" � - _ ; � �- ' � yy,,�� - —._ _ ... 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C*Mhqtbn bed io riaturbed, contxt tl�.c rcna vupector .Rh �ha f'Y:ekn CnuMy HIgAw�r Oeyo�tmenl of 464-840D fa asastuscs. +2J RestornUon M cur0, �tro.t, Aur.oys a�d paoment a? +M sl+dl be compro2ed prnr M o+cwnrior �,ta�sin4 in mwFor aaa b� aumo ca�ocMr 1� Typ� d sod uied to n9tixe a+.rer-inoi�tdred qc;a P. rajM-W-woy Wxll be coordroiM rih cw•er. ta; Nu $o�Mpp{�y d i*aterid n rando.ay or on :ide'r�i: dl drt md dehrb N� ke Icrca�.�od erqn �;�p yto daiY RpaAs ord �dswpk p> pr � 0�� rp7p SV��fICAFtyy �-- TRG 110'OI VNIY�k10 ,� «, �i �� e, � �� i / � � U —^-7�-- _ � � � � � __ -�� ` � D ' . t!' NkI1p � � m� (� I , E,�. - -- a , . � , • : -- � . . � _. � " � � � ,�, � F - ..� " ��t' .i. . :,�; . . . . . . 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Thcsc requir:rrmta .iX oprAy wdhm tM ef .citMd 'Fmns al �.•xk,' oM riM �hc te npD�raGe rr -A arex �I�erc ihe contrada md/a Aie s�EcaMrqct�rs staqc. 4. e tonaxtot wN urold any apen �XCYYt�10113. hN r.r other ccnahix.tim atWiUas +heoeve� posvlsk vit�n Me 'Lnticd Nwf Zwre o� any exlsfing iren �ie.. �ndc� 1M 91Giio/cappy) +�urr oe �nk «hrcks. rqWn+ n mo arqk aM de6ir B Rhae cmainmlion at�iyAys am �ntieipetM K� 1nt �a a� e.emMed perloE of iinw nea eyisling 4an. tke Canaa<ar jhdl imfcYl md molntdn Gty uppwed treo bankuAes m. sMva n 1M atarvlmi doWW t.M trx� Pu�r�y p u�.,g �. a,ktR.g be.. :_ Cc ��nsuvcd +i xly b< y�crtae:cd b) m urvle� tF• .M �t .+� ��.i�.� e• m N�'�-+natimal So<'roty- a� kborkukue (IS�j cottilied ahaist �ad opp��M Ay the plya onq(naari iapaaeMr.i.c. fuM�m�ae. d Iraa�+aA�fiW�:w.tarm M Mc Mwkm NaliOrtd S'a+dwJs Inat�lirtc (MISI� l��Cl, M.encrn fialiond 't:ndad +c� troe �a�e cnerolicns -Tr�e. 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SEE DRAwF�G CS� il7R Df51CN UG 8' w�w �} id�+ok :vE rempa dlRarbad by tMa cm�hucton afdl bo iepMced �r i�OT 4Mca q706 9J D"xrtulWd araa nithY� tAn dqhtrohaey ri Eo edryxtetl io tIX}% oT ma.}num AmsKy ond x,AMd IS)No stnai zMl Es cbxed WNwut Me wrNtw permfoWon d tM +'bw14s Coenry 7roMk OYAYon. AY Noe1 M Fov odvmce coa8nalbn ia 2 All proposod �.ak must compN Mh fh� iDOT �ROOd+q Nm� Qre�rtrotlnr Nmud' (f.a. PP11'1. �O) llw P�pN1MS'a otteMion iv dwctetl to sho Prordkrs or tln TrmcA SdetY k� (FIaMa %atut�s. S�Aan 553.80 ot Sea.) FnA tha roy�ed. S M �lpht-of-woy lnatdbtlw+s �.II1�6e In xeqdmco kM1 procHcas ra!e��M F tFe Siota of ibtidn �ii�i¢n Accor�oAal�onn �larnwl Oc<upalfond Soeoty a�d Ha�hh �d�n�9afbn Eacwatfa+ Wety Stmdarde (19 GiR SecVm �9�r,S50. 3ubport 8) «Nc� shnl q�ly to 18):4rty portbn of tha inadwaY th+rt e�stane e.caosiw ccnstruciion reldad dnma.yi. M�. tFo opn(or o1 IXndMs Co�nty Nqhwq Oo{xMment. 9 N ebsipn aral consbuction muat conform to fhe mIN!�um rta�dvds ao1 darn h Pbebe Cau�iy land fknabpmoM. Tonn:7 ur-dju �onNrucNan, epmotbn and rt!Mntw�auo pirsuorti �o iha, pm�k shaN ba royrod nt caNracta expsnse In a mantKrt specCf<d by r'4+ellas Co�inty H9hroY DepafineM. rebted OrdM+-rces, and IIIMrt.�m TeeUrq F��q.wneY ��s. >>) �o rrot detv! eMseiw u�derdrdn a sMm syatame. M filermlan bed le cbtubed, ceMmf eho wna insps�dar •ph tlw vPeb� Courty tB�� Ulpp� tstnlatbna nM boro �at a+cwaiiona sAnl not o�c�.r �,rrFF. s rocr x iMo ed�.o M. p�re�ren! ab�g rny PYwM�s Lo�My m�.t�� SF Sqn and Ba�IcaAaa #•dl he in xeordancs IM tla US. 8e mns� W Timspx#otion's 'Nmuol o� Unitnnn Tm�Fr L�nfiM 'a!ricea" an� Nqhrq O�pallmM+l at �8{-�9pp /a USBKSTSB. IDtMI46f� nw v�ea oa,arv�a�� ur rransoo�tot�on'e 'a�.vi and ha�iic oox�n s:mavae' inac.� fAR ihrwqh 67U 1�e+' �L^nr.} +Z) aonaoua� a cu�e, streee. a+...a�+ a�d 1A�rex+ent o+ mA d,a1 he tonpletad (nlar to arca�mbn Na�t� 1n mvtt+a aroo b� wma r�S.Ne p«iest.lm `ral!k le ea Ao maintdrod d d tknes. writroetor. ^�r' nidn.dk .hkA M�cM�.ea �nAsrmYiM ment M ��mnved ;ml repbcad. 5fde�is an to be mcenstnctacl rittyn rkrv< (`� My�, u+ier 73) Type <A sod wed M nsMe o.mr-rMrtaM�od a�an In nqht-of-roy e1q1 be coadY+d.ael eifh +wner rona.d NTor exla�fr�g uAowdN {s rem�vo�. It b to do rer+avod to ihe n�rt jont. tt) Im eMCFpinq of matNid in roadwa� a�n vdewi: dl drt md debtb WI 60 �anovad frwn jci slto Auiy. Faxh 9MI #ItIOwdll i0 M ? ! I . �� y _ _ _ _ , � _._ _._ _ __ .. � o � I ± , _ � � � � � z a ' I � 3G _... , � __ : __ , __ � I 3U � x __ . __. . _ . _ _ __ __._... _ , _ _ _ __ __ _ _. � ; I I �[.E« � n. �-.� a 25 _ � - __ ___-- - wNa��nou � auoc (�e ci. aF ?MO � ecw�ew�na� nw vw.�c�cv�,ar. 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'1 i.. ...+ _.-_._ _..' � ; .. - ' �� ' _ � • ...-_ ...... . _.4i Lf OF �s'-lOVE - y LL. ` � � ' O/IfC110�iV. 6111LL K a t : : �, O ' ��,�, � ! ` � a 0 � � ' . � ss+oo ss+oc� � oo+oo � o�+oo � y a2+o Q. : � � a3+oo s �i� * •. F�;�•f Q.�✓�� o ,o. ,p. d.P�w� tc on� +ieM chm9ea 1aMM9 p4ca. It rtM N tho L'aAroctors reepai�llity :o rwie� Me patanNol Impa:te to eznt / ��`' ' A �` SCilE t'�70' FMIRIZ W a ontaAw e recpcnsiple td udhwing to aN trw piot�ction measurrs ie�r!rd bY� ho G7r� d�ea�Water� codea. orsFnar�ceo md ;mrdwd q:+<�F:erian+ lk� wW ntMMe a1 tree hanicud�s. �oat potectan meosuns ir= hh pnpnad to m�6ty tAe aFp�ored dec The C s e eenn � ^Y �� rs:arreMe! trea i I� 1 z pyr md trce aimmG� unm aSivd�e�. lhs�e � et!b WII �Ahir 1he ��:�.kd limils or �•mk.'aM +ill deo te opplkuble n:d areas .h,xa th¢ controcta ond o� Ais s�conkamrs et A^ �1 �'9�^ e�Aentafi.e must opp�we. in tking.� irnplema�'df� W s�$� :hmge. �w s!r v •a�+' roch a uw�a uer aun .mwaiwns. M x nmm c�n:rw.�w� xlfv�ro �ri.�e�er poe�uk vienin uw 'L��icd aeoi zaie d ,5.• ca�opy y o 5, ,�. / age, S.11�e :or-tndw stwa a p�aM whicks. eq.I�ment, moterlok and dabh. R.'Mha�e canatriction oclHilka ae mrtiNpatM M k.a: }or m ei•r�dM p�rwd d tim� mn e�isting kees. Wa Conyain a1d1 �FSfaY md i aMs a stovr ir thu o:mdard aeme� -� vERT a z� i�� r�r�+g aoal;, �AOe prw+r�9 � u�.r�q U«s so ne pcwrwd wi o..y b< p�+�maa e) o� uoner nb u�Kr wporv� ar a„ rrt.��d s«� or aeaKURUrs psn�c«n�� a�eabt. and a,omYw ey ms t�r'• • q.ep...wrtamw. �� . futMimae, d trea �a�Y slw� ccnfam .o !he M+�aicm 4atbnd StoMards Inz1R�Ke ;6MSC ?071, 4reACan Npticnal Stm4ad 'or trea cmo npa.:Ria�s -Tre� ub md dher N�ndy YmtsnaMe - /.+1oadcldps. muk� a�< <��M9 ��e mate�fd appro.ad by tlro Citye ar�mniq �epeaa�taWa alwll ha pbced ro m m�knum de a1 10'owx ueon d+aa roMs ore SCALE t'_�• Slmdad Waticn (quMrq ) MJ5) A-:1W troMk. xcun. D� Mes.m' aW cnre!rucUe� :. MMre sdN M� m� ha pms. fnstd lrea 6wrkadw. aoswn cwArd/s�q tencinq w o!hei :pM';+ad prcte:fire ba�iers raunA n1 i�ees to be prase�ved. ptt (;IFy s;aWartl da1d. Mwa .�plicahl�_ protatlre tl. N hw petactia� meo�a�ea �wA rrfwn n pWce at al Omas durMg condrvclbn uMp tl�e C� eppna nqaunfotiw o.rthontn remWd. � l�,y j Pq u°,S','.�, ioe� ce«n��. <3.n�. cartm<to� � coadlnufe hlth tM C's an nw�in r �ewMdive. lkn KurTt Q f27 56 -/737. W a toin orA in odrnnn ct a md d rwk �illin the rritkd root iarte d my eristlrq twa. !�1^ Jm°� M n benian W be pbcM ir. roo: prua trancMS. w dY 9 9 4� � i � aPp M' .� ,. _ n , i ur ��s eox oa�wu+c�s �.,, .,u�r.c, w� , "` ,,, WATER 'PREATMENT PLANT N0. 2 — CONTRACT #3: � �` �� '�� '��`� Y.`� n <. C[fY Of CI8�R1r�16R FIOMD�1 ' � m+w�n �n aR ww. ouw er. �� .��p�pp�G pgp�� ' � `� °°'°�' RAiV WATER TRANSMISSIO[�T MAIN EXPANSION PROJECP ��ZOtzoz� e s� iz ms .,,,� , PU fi ----�-- e �oa �anwFx;a �RS e��t�� ,: � mo s. ��e�. r,.. . '. a S. 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RHElUS COUNT' R/W CONSIRUC7pN ND7FS:� 8) CanpqcNon fa pp backtll �hdl uw�AY *�F MSHfO T-9B (tOQ7G)� t) Sid�Mak evb ranyrs dstuN4 by Mla eonsA�ctlw+ s6d1 ba iopWed pe� F:/JT Inde. /3P+. 9} bkt�fie4 von Mi1hln f6a riqht-af-�?v •� be emn�rctod tu �007i o1 mmtrun dmsrty mA eodded. 7} M proyofad .ork must en�ryy ..wiU+ 1M fDOT "Raadwo� vlans �o�aviw�. us�' p.e. rau). �rs� n. MrmiMsd� stSontion b AretM4 �a Me pear�iQre ot Xw hm�r.h SNery� M iiMida Shrtwtsa, Sactien 55J.e0 M. 5eq.) �nA the 3) N Aqht-of-�q MroMMfb+s rNl M Tn octadmce � kF pructkw retercM»d Ir N� Stato n� fb�idn WMlqaa �ssommodoliom !uawd Orc�palWnql Sofefy md Hedlh MmlNctiofion E.�waran Sdo1y ^standqrM (28 CFR Ssstkn �916b50. Subpart Bl r�+<h eFall appy lo 4) AA Aaslqn nrtd eanducUm muat carttotm W tl�e miNm�n+ star#e6 set da+n N%M1w�oe Cauniy Lont! DevabqnoM, Zoni+9 m4ja eo�Mruclbn, opsraCbn and mnMerm�.:o pU�e•�mt to thb parmN �eMtN Qrtixmces. mtl Yinimum Ted6+g F�puarvcy ieQiter+.mAa.. t t) pp nd drtub s�lsting �nderdrd� o� sbarm ayatm�*e. It !Nhodon bM Is drtvbad, sontact tho rcaa inepectot «Rh tha PY+eMa CeuMy 5) 5qn und Ba�kadea ahdl M 7n accorOrncs Ith ths US. �apaitmacS oi Trcn�patatbn's 'Hmual W Wifartn Tmffi< Cw+hd 'Jeti:�s' md tYgMiq� Oepuiment M�E�-D9170 ta oaMS•m:n IW ibidn De�rtr�n� af Tiaoepwlofkr.�� `RCa1.uY ard TrWlk �ew.y� Stamforde i�ea... 6oe m�o,ya e�a (xM.oe .au��:) +z1 Ro+sor�+wn a curo, mee�. an.,.or. ma r.��am o+ ,on and� ne sar�piee.d Mra eo o�cavnNa+ stwtig F moeh�� «� �y �me 6)$oie pedeNlon fmftic is to be maYRdrtod d d tlmea. caNOCtor tj My s�d`walM YNch bscqnec uMarmiad muft be nmovM a�a repk�ca4. 9�aio are to Ee mcawMa/etad rNNn Nuee (3j Mrry urtnr tJ)Type o� sod usad ta r�siare o.nm-r�aa;ynnd aron In �(ght-oi-var eha� bn caortlnqlad Mlh orm�r� �emord X1ron evlsUng adardc b rwno�.ed. N is to De rammrod Sa Me reweat JoM. 14J Na erockprnq or matMN fn rona�.�y « r s�s.. d� n�e ma aew�, .n he rmw+�en erom ;ae aHe aay. na«�s aa �a..dw m b. � I i .1 .. .. � _ _ _. __ _...._._.. ._ ...t...... _ ..... ...._. _� ....�. � . wl I ,� _ _ _ � � \� � /1 ry 5� �. � � �..C�tz� .^ . . . . �=wu :-��:rveafr - __ —_ . �.1'i u,=�N �' � 16' a4 ;BHlD p/RW � OJ2 � � , � � � � � I I �� sxept �y m pnrt d dciy dom-yr. 15) No etaM . MI ha cMU�d wilhou' tho writton porMCnirn M�hn PIneIMs Co.n.y h�Wic Gtiela+ p� b�f RB to�x adw+ce cowdnn�inn ia �oquhad tfl)M,y pptaM a! tM �owdroY 11Mt sU61oM a.ea�ehe eOnMrUClbn faMlod dlm0yo. irv the opilMM+ a� ofNlWa CRU1tI HN7Fnnr CleFul/r,ene. heY be ro rtd ni rarNOCta ev u f 6A lifl InstawMtione mA trore ��0 In o m9nMf 3M�iRod AY PheNos CoJMY liqh'ray DepatmaM. ) M o� �•emo+wne ahd na oecu wkA�n s �ar, m tnn rJqe M pwemeM �In�q onv rkM1aE cn,ny rnrlu�.:l � roorlwvf 16' PC+1. . ._ . ... ... . . . . . _......._ .._... . . . . ._ . . _ __.. _..... 1 16' 90 OF11D d/f� �, - �� ' [a'41 C? . '�L�k+ .. ..___ ....... ._ .... �, .__ .___._"_. . . _.... .... � . ... ... . . .. _ .. . . 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It wiN M tM [oNroctwa pM Ay b nvW. tna pannfN nnpc,ta tu e,rtrn7 sers Ntth Me certlfled arUwnt. ar�l InoMda any and �dl .erAed �w ' �yO +, W 7lrro �.miroa' `-`w v oe rea�!xiLe far adha-nq to dl trsa pra.sctwn emoasur<s �e��i byfthe ��R� o! ;]eoiMOlxi CCA63, OI�IUOII4�8 T� saarcinJ qxafkWicrs iMc �i intWds al trea 4arrkuMz, wat protection measwes in hn propo�d to rtn3ty tM qprmaA dsslqn iheeG1i'J'1�@ryt�llqMllrl� IPpf�i!l1I�IFHE m�nt app�orn, k+ riitYp, orry cM1ongea to Mu uP�ovtd dxiqn qio� to Implem�ntdbn� �� 2 purtnq and tne trimmW.q/pmnn9 acUviHes. iMcu rM�'emenh .A1 nppry •dhic the eFea Md timits or «�vk� ond «M den ta eppkaEk r nll rreac dme Me cronratn mC(ar Ns setwMractan stoqa S n�. co.nro<fw nl avoN t�' aDm e�ccntians, fi1 a Mher ��a�<� «e�w.: rw��,.� pn�M witqn tno e��d e�� to.e m�r .=amy n.� (�., ,�a� nK a��/w�o�r). �` �� d� �� t. �r� ��. Q. Nhe(c cmdrwtion actirifie� rc� anticipated W Im: !a m a.bnda7 fanud af tima r�ear exotinp 4ws. tM Cantructc� shdl instol �rd r.oinMir. .^.itr apW�'� tra� bor�kadas a i p�r r the ;;orl�,etu Or."CCC,O ` � I-A1 tne pru�pnq md%e� rooS prvnNg �: axicf'nq 1�ees !c Cx FievervaA �I oaW M per1arW pJ or un,f¢r tlre drac' s�eniswr or un Mcnr.ntA.�wl Sonefy oi M6akukqre (I:J�1 csR(fMd aiGari�t. �! apQro�td by t�s Wy'c onqi�rulu4 ropneaMative. G�77 iWtMttnMe, ar trea �0�4 ehall �tdorr. te fhe Pmaican 4aUond 5!aMardn In9tl�ce (AV�', 1�01. I{�rricm Nnllvnal Sfandad 'or hee cae �ratk,ns -Tiv�. ShruD wM op+er 4MOOdy 4fy� f.��terrncc - �. Amdtlep•. m�kh a��r c�NionMp auiae n�oteriM up� o+eA by iho Citys onqi�enin9 �epraaeiRqtive shnll da pM1xaJ x o �r.mimun deplh � i4'ovet veas �hae roms oro presen� md ::or i�%f � Stadad pacdcn (prv�q) AN9 A-.700 imHk .ccu�s. .l.WMra caNA Mr an Iha qans, insldl free barncalna. aronun c:,�nt.d;�di fencinq c� a.hei �FP�'+�n1 proteclive b�rierf anurvJ aY trees fu he p�nserved, pc� Citf �tarlard detail M+ue appAca6le, pr>Incfiw 8.N tne proteetion mppsoret shd tmai+ In plxe a1 aM Imes duifm� coMirucifon udi q+e Cky'e x.pintaiinq rnproe�ntdire a�4ha�ter� �tma.d. ��a r hnnfxt ril Ee pbced in toot prum harrArea. V.Tha CoMrnctq �� wardnofe Wilh Iln Ciy: ay8»e�iq r��oaentaUve, itm NuK 0(/77) 567-1757, W cWwn opqovd n ndranca ct orry aW a1 rpF �i1t�Y+ tM cntkd root tane of my eautlnp Nee. �^" =' 90X DRAWMGS �.t }� c,,, �, "` WATER TREATMENT PLANT N0 ?— CONTRACT #3: �� c� ' �( s�Mm w. wu� k a CRY OF CTE�R�f�i'� P7�ld0A '`�-�•' p .o� m+a+c� rw wi[ auw � M..� eu � ,��. �� ' < :ti� RAW WATER TRANSMLSSION MAIN EXl'ANSION PROJECT ,,,,„ Z��2024 �s� 'Z --- ,,,�;; ` CNGQI�R1ttG DCPAItI'idBN? 9: 40R CRAW4VGS JRS tlf.Yf/I! < < WO 3. 1[T+�M �w. 102D00 V �— cy�,,,,,tn n a�e ; 5. HERCULL'S AVENUE PLe1N ANU PRONILN; 15 io � // . � � � 2 " � �,c• �C�c �'=70' Hoai \� �; SUI� c»n,.� _.r cww... m'�im � �-v � K� .J O vJ W`^ vJ � �^ �..L Z � LL w � O i � (STA 103+40 TO STA, 109+40) �� unaso�n A: Fi0% �RAWkNS .1R> `�8�1� �� ^��-.., ,F a ♦.�.�n•. �— e . —'4itC— __ N[VKION _ n o.� '��' ' � � � � � � ; -� � � � � `o � � � � � n � s � S. o� °a � � s � 1 � � s 4 � � � � � � � �w' �p `�-- � ]S �3 e 'y�g � . 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AM tha roqiwd S M �Iph!-ot-•vj lrutil�timi .YI Ee In nccardrn<e .H �ro<tices �s•erenc•d F U� State �. Mndn tiRlar Ac!nmmod:aione +lanud OecupAlaui Safe4y nrd HadtA Mrnoyputb� [ncu.u!pn 5uety St�vlor4� (28 CFR Sectlon �926.650, :wbport Bj �Mch sh:i qpM �o IB) Any portbn o� tha �cad+ay fhw o.mtaY+e a<coaeiv� eo�a�ructbn reldad domape. In M� �pinon oi RnM�n Cour,y Hiqhwni 0.pwlmont, 4 NI deslgn ord conetnMion rwnt m+eon- to Ne mlMmu*: standards FN dnrr N i''neM Coir�ty lmd Dmobpmont. 2ornq or.d/or eonalructbn, opnaHm md mq4rt�nrnce puroumt to thie pmmh sholl pe �eyfred M carArata oxryomo r, a r'+anmq specWed 6y Plnrlas Gounry HqF�.aY �Patm•an! relatod OMYmcas, and Ynimum Teatlrg Fnq/ercy IUtpI1fN^OM6. ��OO not �bffW! wbtlnq u'MaOafn p� eMfin eys+�!s. I+ �atlon EM Ie NrtwMd, conioct the aea Y�edor •M+ We FY�.eWe �ou�ir �BA) d�tillH FslaMtb�s md 6wa pt oarnvoifona shdl r.at acv .kT.in 5�es! 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FI �'f56 t cwsa� e. .,E � 908�F00 � * = 909�00 � � 2�: VIATER TREATb1ENT PLANT N0. 2- CONTRACT �3: ` ��, RA�Y WATER TRANS�IISSlON �(AIN EXPANS[ON PROJECT . •' `� 1�`��, WELL �/55 PLAN AND PROFILE ' " _�� (STA.904+90 TO STA. 909+90) i��{� � � u z � d a CRAPHIC 3CALE io no _ a ( w rccr ) tw,a-wa TREE PROTEC710H 71E CONTGCiOR fN�ll �[ K1PEN90lf fOR AdIFRDM TO A4 iRLL nrottcnw wwwcs ecarim �r nc an ar a[Nt��ta's a�ou+u�cs �u+o suualwo ss[csu�rar+s tws rc► �+auoc r�u su�c�ntx Roor rAw�e uo nrcc neu.rio. nxsc aawa�xn �uec Reauu� wnw me monm'wrs ar �au,. �v+o au ruo .a�we �u �wru vwa nc can�era �ro/a �9 �1 � fiAGC. SiOIK dt PAMf [q1�YD1T, Wi(,Ill/y� ALL iREE QMqM NO ROOi MUM16 DOhE AVOCq[0 Y➢/ MS rao�cT .eu �c oanc w a woce na aact wru�mw ov tiv Mmnu�rowu sooen or Neaoeou�na (w) ct�roxo Axea�asr. R00T PRUt�xNG 7�E t01+IR�Ciaa Bl NO OR Miert IiL INOPOS[0 ROOt PMatlq. Mt M AMIIOM140 11ANS fIR M IIEOU9IFD Y! 1!E G1Y OF ftGR�UG7 COOf4. OROn�1lYiCS MD IIAhPW1D lPECFGtiONi 7lf3C l➢¢3 WST �E MSPEqfO AND APPROVED BY TIE MY wetta eAa ro nu canmucvort a Nev RaoT ravanu. neo�e m nae awron wwe rux rt wu x na COMlMC1W"! Kf101�NM 70 MiElt M M/qIW YUtp TO 07NItiQ iI�S /IIX I�t CGIi1H AIUOIOfL A110 pR110[ IWN MD ALL I�Y1@10t0 iNt PROi�CC1i0N YW{X1f3 N NR MOPM4 70 �OBdY TIE MMO��EO BibClt M►BD�I[Gf YAH/GER N/Sf A/r!lOVE s�w a�wr�. ro nrt �vna�o ascH neoa io nr��uortunn a a01L• ns 1uac .raeuna �s xroan ra usc a vao.ccn wac taemucaw wueo m oosn+o mas Mc um�r a cm� uuwOAt�t ra[ ws �+awntr� t01Cts � vAll[tr a riw�a�a rt c�or ,�ss nur a�c « nc cwn nru ua acsews a on�aias �+uoao mEC nrorzenw a � moECr, nuse mrt�er nc atvs n�o.cer r�ceme r ncr ,� �,r,� .� �,�. ,� �� A4CMRCT M NlLIC �ORI�S AOYN60G110N Ai 727-362-QJ7. �►ns sa.n mrruiu�ur orar. ao�nuc+a � 1°°�rrwsu�°�ii a �na�naDO� �"� 0 30' 40' SGV.E: I'a20' HORQ. 0 S' 10' SCALE: 1'=5' YERi. � REISS ENOINEERING, INC. lW+�xO - M9W - Cb611YCTM �9�{ fMSQ Yl1AS R. �wR� fI1V1Gt �t l7�W .�...� .� K.� �� en ow.m w.n a awe. c��un T— , � �� LJ � � � � �..� 3_t 9ope v Mper J�'� 4ae e. Mttr I I . ., cyyw��re.� n..ww.a drav��`: � � CROSS SEC71�N . TOP ISOMETRIC YIEW TEMPORARY EROSION CONTRQL GRAVEL INTERCEPTOR BERM an�xwwi:iar e �.rs. ertr o� ewaw�rty naaw UIGMCLAIq Ot/MIIIFM► �so;��w s• vro�. T.aot 5 a° � � F N � � O � W1F1aL �Y � Il31U{O l0 M PPW� � 7 � ��. � ,; � 10 li� . NO7Fk t. F'aau:. tufer nwtoid in 6one ue eloek prewv�ts qro+d irpm +osNnq h10 structun. 2 2'x4' BMind Woct anA oc�osS th�oot hNps kee0 e�oek in pl«e. Woc. m onter no!e OT ipOCK OIaGk. 3. Bafw of hoy ond sod. sim:aly ploced. moy d!o b! uftA w �-�p' 3' S!i tsa.o rr�u �aow �er �bts�ci 2'.Y PMW W 9�,RJ�q 9epo p WaN 1Si' t=r r�.ar sa Spaco Co�L e TEMPORARY SEDIMENT TRAP AT CURB INLET rn+ Motr ho. aa � a� MTS mTtn v�eac SPAb10 Oi POSTS TO BC YA7fRAl ATTACHiNG TNO SILT FENCES ��t �ce ■ ■ � � tr3 iFj7CE Rlfii Pl QO ��^� m�9G[�ME/O I'OS� W M fMStIG(6 kDL! �OM � � .�a�o°� w -- �- amcaa m x��t wnr n�s RmlC Wf[JEy ar+Eeaa a ►.rar +umn � � I I I �" �"'� , -- -"� °�^""° a= INSTALLWG A � FILTER FABRIC SILT FENCE ] an /�p[x N0. laT, i a� 1 TLCi NPitO�OIAR __ 901C CRY Of CW�4TLR. FLMqA P:OIN[[t�t�G W111TI�ZlR a ��c�.�,� �ac+ Ta Pos'G.+ oeh le [eautlpn Ms 1rK. xi soP... � noNr Wq� w Uann�q ptas� s.a�> A Rwas 9G 4ep� ! Unf�lvMe Ear0. PLAN VtEW �r� e�w aa I "" I oa�,.wr cma� esy. a aweu, aw.e �t- • S.YeR RmJ 5be 9tp�� er ueaslsEOA Ev�n. � 2� �N Y AOtls SECTION A-A TEMPQRARY EROSt�N CONTROL DI4�ERSION BERM � cm n� xo. eo� t a z wrs arr a a v�. scPe u� c.� af w�a s�+,�i 9Q ' b 6' Blu R.�aot. r eaa.r n.eei us. t�.v aet 4a� W' rew. � �.e.. a� �d. ta.�pv a.i�. M`wt ns xu nr. ioetn � CR�$5 �Cn�i'1 M6 OeA RW. �� PLAN V1EW GW> 9.q L NN.Cnu�lid - Vsy 9+aye G frl Oro+�aW Arn MJ Tmmi+. OOnna i� Geet Wey LN.ds+ry M! Meblp b N�cmary te Fwr� SalL/xtvr Troppis� OI SK .s�l TEMPORARY SEDIMENT TRAP AT STORM DRAIN INLET e cm .� w. eos: i or � 'm, w. h... NSS. i. Sel std.. i E.ca..l� a a' .�' rrs.N 6'`_oi Y7+cd� kor9 7'i Lbr W StM�s �� I � Paw(� � 9aWd !� N'yr h�. PW.t ■ � � A i Yat � 9�nt ik. N�tacetbn (►rpK�n W�) 9�M� Ra� NttMapM . ib�' _ (t✓+ryelM Nt�) s skW r�w wuru ta s�ss, s. we`r� M� ta+weU TM. Md [alab 11 Wo A� 4anN Ewaled 4e1 bd+ag� 1nWnoGen (rw�e o«aiw.) �NSra� �r�a�� `� FI T R ' /�1 � a� . � 'r� ....e.. ,,� � . N��• _ N Mr we ti��wu�� .� CIfY 0/ C{EAAYATCR. ftDR1DA � EKGINE6RU:C DEPARTNENP (LM E�71/It �'i�^ t00 & Yirlla Ave. tt�u s/a/�i — c+..�.N.. n �ae !/ Nt •_n '1� '�� use s�r+oescs, sm�w e�u.cs � svuaw�r no�s �,,, OR OIMER APPROVED YfiM005 TO � ' 1. 1HE ENTRANC£ S/fAtl BE MNNTAINED IN A � aan tJ1ANN0. RINOiF TO SASN AS \ CQ11d110N 1HAT Mill PREVFN7 iRACKMC OR ROYV�fiC� REOURED. MMEN S7JWW SAI.ES SFAVE�rt YAIHtsA ��0'NEN1 OMTO PU&JC WCHT-OF-WAY- 1N�5 A�lAY ARE USW IN TIMS APPLICATXXI A / REWAE TOP �RESSM4 REPAIR AAD/OR CIEAN�NG OF StIT fENGE IS TO BE WCWpfp ANY YEASURES USED 70 TRM SEDiYFNT. AS 410W+1 CN iHE UVSiREAY 6��'t FQ�,� StOf DF 1HE SCW4ENT BMR+ER. Y' Y. MHEN NECESSMY, NNEELS SHAII 8E ClEMEO SEE INDE% N0. 607. SUPPIY MUIER TO WASH PR�OR TO ENTRANCE ONTO PUBUC MCNT-OF WAY. »r��s ii �ces� I I 3. VMfN WASHiNG 15 REOUIRED, IT SHAlL � �ONE ON AN MEA STABtUZED N1iN CRUSHED Std7:E � � � ' �.�� O� � ORASEDt4ENT BASRt. ADVROVEO SEat�ENT TRAP ? / � ' � f J J � ��H A �A y y�q � � I1' � ACGRE6ATE I f � 6' 1TCC1t (YW�MU4) I � IXVERSION PoDGE 30' M+N. � . �'�, . . ...' _/ -\y,�C'��,�il%`�J`y/ _ _/ `;' _',� �d�:`��i�% �\�\\��\/\\l\\� \ �\ \\�\\�\\�1\ �/�/,/\�I ,`f\`'/``/ /, .� .� 7.yL�... .. . _ �� .�\/,�f \`�\� �\/ G �. ,. i:�i <'�� ' �y. �i . -, >i :� i\�, `,ls"i::; , �i �. v, �i . �\• ccm� snown+ ra�ut s,�c -. r.�or�a wn�our rta r� �i S�FEt OR • �00� lOS� � �� N TEMPdRARY EROSION CONTROL � [11VER510N BERM on aou Ho. aaz � aF : N.iI CITY Oi CLEARWATER, fLORIDA ENGINEEqIN6 OEVARTMENT u. • 7EYP ER ON � CQYTROI w �� '» �VERS!OY BERU A � � � nor , 'y c- _� �K�� i`T,�� , . j �. �ii �..�j�pN ;r �� BI � wm[s i. IMSPECT A`� RL►AU! i[NCE Ki[R (ADI SiQ01 flHIT AV] PLYO�£ SEG4FNT Ml�II kE[E$$V17. i �F�MyiD SEPvmvT Sr1N.t BF DEP097E0 (NSTALUNG A ro wv aw nur wLL wor cor�m�nc smwwr ar-s�c ►w u� ec FILTER FABRIC SILT FENCE m';�'�;,, �,�,A� {1 on woa ra eor. � or a aerta�t i0 u�,p.tE MAHtt v�odn. • y(� e N.t.i em or ettur�ru. rtao► o+cuaceua onurwcwr ALtOMA1E OEl4L i�d rtw r�u� NATER TREATMENT PLANT N0. 2- CONTRACT y3: RAIY WATER TRANSMLSSfON MAIN EXPANS[ON PROIEC'f EROS[ON CONTROL DETAILS REI83 ENOINEERING, INC. R n�s - omo� - oaann�em, ,c�� s.e�o ..w .t .«+o� s.�.cc a a��a na oo-c w..no an K.� �� Cf� pni8111q�186 pAlpt �t � N�l1 a� � , � � L _J , ' � , ��,�,, ��. � � � i � , �y S � � � � J B � Se9newl Aap �tmava. awewrt ea� wu WW l�.M Dur'rg Stamil O!N OI ib� Std�M Da�n Y � O.sFO. PN ' �� 0 M at patKlen b e0p�ieW Mw� N1 Mhl bW N � ro+U.�l/ �at me i/W� ro y�W am 5� � .Rw w NtN Na�l J o.Mwaesn (�et �.a�etty 1 ctal �n t�ykO. 7M T�WO MW nM Vpy �Wof �e6 ni cawnbaW Ro�f. sid� o b sbpt s � $ r1.�dMYI I�4ET SE0�11ENT �MRUS ME 10 !E y usm roR sr�u. wrwur �cva u�Aae 7t ��us (�css m�x yq � y i US[ Z'. a' YOOp OR (Q�►VKp1T yE7K � x sruas (a rT. we wwu�l �s v►x a 3 MSALLL 7'� 4' M000 lOV /MYE 70 sT� � M$lM STM0.1Tf. 4 lIE TOR Of M�RYK(Ipqpq OO�n9�►E�TOMLtREIOrt� � y,�QIY � fMRS SeA�at riei T Yh � flvN Bvm A�TAOI K7d1 fIylC 1EP f11AVE rQCEiLKf CROSS SECiIOPI � x � se. sro. scmio.r ro r. �• woo ra susurr spaN �aC a+a/v Stee�xuGOn fWwF. OYFJR�fOWG �'• ! W00 iR+wE ►IX:D�:C M�alt 5�� gO�° N� N X P%p� Dr7tN 1+1e iAB�C i0 /EitT STKE � 90t5 V Dl �'r "� aMy ^� "�•. -r TEMPORARY SEDIMENT BARRIER ej TEMPORARY EROSION CONTROL SEDIMENT BASIN x• ��_ "''"` e2 AT DROP INLET CIIY n.t0( k0. 606: 1 0� 1 O1Y w0E% M0.q 4�� 4 M.�A WT Ci CtiMr'►t[R IW�eO� �}� '�� bIt M CW�r�KR ItM�D� awo��n�a arNrytwt oauuuwo a►aanart �„ setnor� �-� ' 1/! pL TE ROPC. S�B Ml PQIMROPfIEAf ROP£ COWACf STGQ�CE iLOAtAt10N E[dW � sI9Y,Ci �vM.MIE 7YPE ( D[Pnl it[CO6D-�6 TO r5F0 I N OL lao 1!/N. SYAWANO �I/� N. G�a N1tOY �FNOPCED Y�IK ALL SEAYS fE�1T SfA1.FD cuvrx�� /_� wcn ��t shi�sn ca�im c.e�c PNC A07-WAECIU 5t'�� is (a n) oz rAeswne mw no�� Y�nl CO�FJKU /(1lM - - (0.M-UP Oi 9�AdlE COMECfpry) 100 fDOT SUE51 !A, fp{,D4 EMFAY f iCi ilORtAM1N sr,�wroo urwn� � M OVM �CtO�C TO �1ED Sm�i! iu�E BuLAST t l 40 ur.E FLOATING TURBIDITY BARRtERS TYPE I& II 4e on eaoe ra. ws � or t nu UII CF Clfllf/�1A R000� OIGeK[IMM6 OVMrpf St�H We. !Ct S+l fr+n �� H� � ( rnwe ww aearn � �,� ! 1 1 � ��' �� I . .... I -_- s <i r. 1 ! �-- �iA � . A - - � � _ SECTION A-A � � 1 � � 9l /N[� b to !� Fala`M `�. __ s i cbe� OY�� fee Uh� NS NP �u'o".0 PLAN VIEW M� Sldu ITIOJ 7'a nsNoa or M•t wet�cl'm 4 app'<eN� +�r+ 4� W�t ba.0 e rtlaG.rr +ol a�u {iqNt ro g�wtr Ne+ Si� .T�I YeN a c.�x! te.f (ro! aewG� 09 eh) ar� Ipee n n�Ne� anep np� ppy le w�ts .kiY-y �ene.nlratM eo.; s�a w a1r��1 a M�•�/ nMwf TEMPORARY STRAW BALE SEDIMENT BARRIER 8 AT STORM DRAIN DROP INLET orr e�cx wa a�: + a, wts err a cuuiw�iu. noioo� sTR% 1W AOt - CQuYU7G! n oi r.na amso�cm �an. �� wn� �c�w� m raEO _ _ � sna vnn car+� c�� R� s�n M ta eon� sccs a c�vr�w io ecouet sne..p E omcr�unon �+ iHSrnueu � � � (71DAL 9NA710N - T4PE IM) �� uv, Y •A7fA AHV�CE a,. w, ct�r 1. GMmU t'� o�xn J �i i � i / �: ' i � i w�:. «w sea. w.. �a.. My, r.a see�. � .o.� h.dar) p tca �da � �W � L ��MM� � Sho� �� ' ` �`� L ba Y.al b �) •wuwy +�u rre 1 8C4CJ w! Cd�paN N� E.ca�.otM Sel � _��. ��/L.--- .� CRY 0� CIIMtATER fl.0%DA • EItCiNEHRINC DEPARTIIENT � -. �oo a r�eue A.�. ci..r.,a.. n �sraa ♦ 1 � � a� � � aAir'� •UiGYAT�C M9Q16 f1RE% RA1E W ltNt �T �W AT W9t- Of/ AT D.11YN) 100' a mrra suu x �TTA01 l/iF4 UYD MI IUNWlIE � y„� axv.c�s a.tr \ � `—r`. ( S7A'.CitO CUYlAi.11ENT smevs uar suor �,� �voov wunavs d �71g Y�ECOwEMCEO�'M QRTAYl�� \ � � : �� nnw roaas mou ra QATIIPI �OKE, A( OAiIp1 MLL M07 9M! fAOY MM OR cua�7 ioaos GI'I W CIt�NM►iE�. RON10� f1kaR[ONS MfMNU1i ■ �� r��i�� , ��I111�7�%�%1�.�'.�•/%/ � r�� l � is ` i � �� il � �' � ` G � % �� s � �� i� �� 1� �� i �� '�' si��i'�i'�1'�� "I I �.1�.�,��• ._�. . � on woo� Mo. srx � or � x.r.: crtr /�� \// �:.: :.::::: . � ��/ •-.ro,.� �::;i;:;:i;i;: ;:` ��\�\�\�\ � � ' %�/�'/.��/� � ',�,; �\/,.,�:�; �� \��,�\�.,,� \��\\ �� ii�/:, . I/a0.tC��C6�b�[�Rf �� QEYATIW C� STIkE • / ISWI7I�C NEM / /FlR,� pGWtAT17N f TEMPORARY SEDIMENT BARRIER AT DR�P INLET e OT'! PAflf NQ 617� I Of 1 iiTS G1f OF CLW��T[R fl0lq4 o+ar�cwa oc►.�non TYPICAL UYOUT nou w�h»s aau/ort n�vr waro ,wo w�vE xcnav 1�� `�� PAOPOSfO TOE Y � [wsro� tws[w�r 1 I � n� �C�� -°�' ��ia�e ww �� ms osru.cc a vwa�wc �' � �� BU02fA VOKwD1! oue To m�u a�urec � ru �uc.� WATER TREAT1tENT PLANT F0. 2- CONTRACT /3: RA1Y A�ATER TRANSMtSSION MAiN EXPANS[ON PRO]FxT EROSION CONTROL DETAILS MKAI UYqIT s�,wx aa,bs. u+o wc¢s (onor�c�o �rm Na+-noa) 0 AV01pt ►t.� S/pGW /1011 t �►1. 9101mM ! L� UN1S OF }�t,• CQ'S711UCEp1 /� gavnr:c AYCXdi PL �ry NRtAM �} srNC[ av �no+oR EVlf1Y 10d' (IYP�Wj • IMS pStY1�( 1� VAR1.9lE � I{L MFiI %* TYPICAL INSTALLATION LAYOUTS e0F FLOATING TUR8IDITY BARRIERS ott wEx wn �xt t oF � NLS Clfl' 0� ptY1/�RII� RORO► piClli[fl►NO WMT16M hNpsH - Oflb� - L0tA1�11C001 101{ YMq Y{y1S R. n0p1 YliqS, 1� ]iA� - __ � _ � �:,a on �w�a i aua rc � u+r ac � � 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. , � r � � � � � �_ � r • 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 of4 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 polyrners. 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 PIPE SIDE NOTE: ADDITIONAL SOLIDS CONTROL SYSTEMS MAY BE PLACED ON THE PIPE SIDE. i i � 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 retums 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 ' � ' lJ �J 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 honzontal drilling contractor with oversight by the Company Inspector. An � excerpt from the City of Clearwater's construction specifications defining this responsibility is presented below. ' � ' � u , � � � , 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 Ci 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 Inspectar 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. � ��'� t � REPLY TO ATfENT10N OF North Pennits Branch � Panama City Section SA7-2012-02702 (NPR� � City of Clearwater Utilities Engineering Man� C/o Mr. Robert Fahey ' 100 South Myrtle Avenue, Clearwater, Florida 33756 � � � , ' �� Dear Mr. Fahey: Reference is made to the � Army permit to install multi or aerial installation, below � sites are located near NurseY Avenue, and Drew Street, u East, and Section(s) 3-7, 9-1 Clearwater, Pinellas County 02702. DEPARTMENT OF THE ARMY ONVILLE DISTRICT CORPS OF ENOINEERS 1002 WEST 23RD STREET, SUITE 350 PANAMA CITY, FLORiDA 32405 November 28, 2012 �pplication received on September 26, 2012, for a Department of the ple raw water transmission pipelines via horizontal directional drill �r over various Waters of the United States. The proposed project y Road, Lakeview Road, Hercules Road, Druid Road, Edenville Section(s) 1-4, 8-16, 21-28, 34-36, Township 29 South, Range 15 0, 15-20, & 29-32, Township 29 South, Range 16 East, in the City of , Florida. The application has been assigned number SAJ-2012- Surface Wa e Surface Wa e Surface Wa e Surface Wa,e Surface Wa#e Surface Wa e Surface Wa e Surface Wa e Wetland 1 Wetland �3 The project as proposed � Section 10 of the Rivers a of the United States. FurE of the Clean Water Act as � of the United States. Pro` Department of the Army � , � 0 0 0 � 0 � � Latitude 27.973901 ° 27.955037° 27.956936° 27.950738° 27.949660° 27.942139° 27.949457° 27.949539° 27.968384° 27.942139° Longitude 82.717053° 82.736879° 82.737268° 82.754173° 82.753729° 82.749743° 82.751604° 82.750405° 82.717333° 82.749743° ill not require a Department of the Army permit in accordance with Harbors Act of 1899 as it is not located within the navigable waters rmore, a permit will not be required in accordance with Section 404 will not involve the discharge of dredged or fill material into waters ed the work is done in accordance with the enclosed drawings, horization will not be required. ` Please be advised that t� project sites and no fonnal surface waters exist on the of wetlands or surface wat� solely on information inch -2- U.S. Army Corps of Engineers (Corps) have not inspected the etennination was made regarding whether jurisdictional wetlands or '�,te or any deternunation whatsoever regazding the location or extent s at the site. This No Permit Required determination (NPR) is based ed within the submitted application. You are cautioned that wQrk performed below the mean high waterline or ordinary higb. waterline in waters of the Uizited States, or the discharge of dredged or fill material into adj acent wetlands, without a Dep � ent of the Army permit could subject you to enforcexnent action. Various developmental �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 R determination reflects current policy and regulations and is valid for a period of no longer th 5 years from the date of this letter unless new information warrants a revision of the determina on before the expiration date. If after the 5-year period, the Corps has not specifically reva] upon this determination ' Federal laws andlor regu Additionally, your proj ec (ESA) of 1972, as amended (FWS) office to determine i site. If it is deternuned that authorization for "incidenta following telephone numbe St. Petersburg at 727-570-5 If unexpected cultural re: not the subject of a previou immediate vicinity of such immediately, as well as the notifications, project activil from the SHPO. This letter does not ob� that may be necessary for Lockwood at the letterhe� by telephone at 850-763-( d tYus deteimination, it will automatically expire. Any reliance id the expiration date may lead to possible violation of current site may contain species protected by the Endangered Species Act You should contact your local U.S. Fish and Wildlife Service Federally listed species or their habitat are present on your project ?ederally listed species may be affected by the proposed project, take" may be required. FWS offices can be contacted by the s: Jacksonville at 904-232-2580, Panama City at 850-769-0552, 98, or Vero Beach at 772-562-3909. �urces aze encountered at any time within the project area that was cultural resource assessment survey, work should cease in the iscoveries. The permittee, or other party, should notify the SHPO ppropriate Army Corps of Engineers office. After such �s should not resume without verbal andlor written authorization te the requirement to obtain any other Federal, State, or local permits ur project. Should you have any questions, please contact Jason address, by electronic mail at jason.m.lockwood(�a,usace.armv.mil, or 17 x-21. � � � � � � � � � � � �I � �� -3- Thank you for your coop�ration 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 tiinely manner while working to preserve our environment. We invite you to take a few minutes t visrt http://per2.nwp.usace.army.miUsurvey.html and complete our automated Customer Servi Survey. Your input is appreciated - favorable or othervvise. Please be awaze this web address i� case sensitive and should be entered as it appears above. , , � Enclosures � Co /ies Furnished: PY , , REISS Engineering, Inc. C/o Ms. Janine Alexander 1016 Spring Villas Point Winter Springs, Florida 32 ; � URS Corporation C/o Ms. Tia Norman 7650 West Courtney ' Campbell Causeway Tampa, Florida 33607-1 � �� ' Sincerely, � J Engineer !�-_ �� 8 S'� '� � �f t�� 3 LL 5", X� $� _ K5 � t ' d Stf� 4 � � k �x� u � � e C� k � � �.. � � p g.�a+k� � �p '�� y a , �. j ,� r.Y° � . '� � � ,:F'h.«� . . e �_. � p .: � � e._ �� r . o a 'g''' ..:� _ e e ..uYWR.""F'C• '" k, i!". 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S�CTION NO.: C; STATE ROAD US19 COUNTY Pinellas FDOT construction is proposed or underway. ❑ Yes � No Financial ProJect ID: Is this work related to an approved Utfllty Work Schedule? ❑ Yes � No if yes, Document Number: PERMITTEE: City of Clearvvater ADDRESS: 100 S. Myrtle Avenue TELEPHONE NUMBER: (727) 562 - 4750 CITYISTATEIZIP: Clearwater, Florida 33756 �� L` %S ��'�c.s The above PERMITTEE requests permfssion from the State of Florida Department of Transportation, hereinaftar calied the FDOT, o construct, operate and malntain the�following: See Attachment 1, f�. a �� <«i i-t �v c russ� r� 5�.�5 � f' ��' ` va' f�� Lc• nc��-,�K ��+pr � E, �i ��lc ic w::�.h 2, �� 3 7rnm�%1�c�.,.�i' c� FROM: See Attachment 1. � +� '� �;1 j� TO: See Attachment 1. Submitted for the PERMITTEE by: Contact Information Si nature Date Name and Company Address/TelephonetE-Mail {if applicable) g (Typed or Printed Legibly) 7650 West Courtney Campbell Causeway, Tampa FI Bozhidar V. Handjiev, P.E. 33607 � J�/�/l� Z. URS Corporation phone: 813-636-2177, bozho.handJiev@urs.com � 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 Seotember 14. 2012 to the foliowing utilities known to be involved or potentially impacted in the area of the proposed installation: _ __ _ � r��aaa �na�y� �vanc�m o�anfun�uav n�w�wr �nva��naia� vaa rw��a�a �aoo � �ou��v�ta •-n�oa�m w�.�v ....��.�w. ..�.. ........ .�....o....��. . 2. The local Maintenance or Resident Engineer, hereafter referred to as the FDOT Engineer, shall be notif'�ed a minimum of forty eight (48) hours in advance prior to starttng work and again immediately upon completion of work. The FDOT's Engineer is Brian A. Bennett. P.E. located at r , Telephone Number 727-570-61a The Permittee's employee responsible for MOT is 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 shali be subject to inspection and approval by the FDOT Engineer. 4. Aii pians and instailations shall conform to the requirements of the FDOT's UAM in effect as of the date this permit is approved by FDOT, and shafl be made � a part of this permit. This provision shall not limit the authority of ihe FDOT under Paragraph 8 of this Permit. � Thic Parmitla`a ah�ll rnmmunre arti��l rnnctn�r�tinn in nnnri faith wi}hin 1 Rfl Aavc aftPr icciianr_.a nf nPrmit, antl chall hP �mm�lPfa�1 within ...._ . _.....°---.._.. __......_..-- ----_. __.._..__.._..... o--- •-- 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 inte�Fere with the property and riqhts 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 Utiiity Agreements. 8. Pursuant to Section 337.403, Florida Statutes, any utility placed upon, under, over, or along any public road or publicly owned �ail corridor that is found by � FDOT to be unreasonably interfe�fng in any way with the convenient, safe, or continuous use, or maintenance, improvement, extension, or expansion, of suchpublic road or pubifcly owned raii corridor shall, upon thirty (30) days written notice to the utbity or its agent by FUOT, be removed or relocated by such utility at its own expense except as provided in Sadioq 337.403(1), Florida Statutes, and except for reimburs�nent rights set forth in previously executed subordinatfon and Rail�oad UtiNry Agreements, and shall apply to all successo�s and asslgns for tha pertnitted tacility_ 9. It is agreed that in the event the retocatlon of said uUlktes are schaduled to be done simuaaneously with the FDOTs construction work, the Peanittee wil) � coordfnate with the FDOT befare procseding and shall cooperate with the FDOT's contractw to anange Ihe sequence of wortc so as not to delay the work ot the FDOTs contractor, defend any {egal daans of the FDOTs coMractor due to de►ays caused by the Permlttee's failure b comply with the approved schedule, and shaQ comply with all provksions ot the Iaw and the FDOTs current UAM. The PeRnittee shall not be responslb nd its control. 10. In the case of non-comp�ance wiih the FDOTa requirements in effect as of the date this permit (s apptoved, this wtll have to be � brought into compiiance or removed from the RIW at no cost to the FDOT, except for reimbursement rights set suborclination and Railroad Utitity Agreements. This provision shall not limft the authority of the FDOT under Paragraph 8 of this �i 11. it is understood and agreed that the rights and pr'rvileges herein set out are granted oniy to the extent of the State's ri��te�riil i erest in the �and to be entered upon and used by the Perrnmee, and the Permittee wdl, at all times, and to the extent permitted by law, assu e all risk of and i defend, and save harmless the State of Flo�ida and the FDOT from and against any and all loss, damage, cosi or expense arising in �'�1�ount of the exerctse or attempted e�cercises by said Permittee of the eforesald rights and privileges. C�1� �,�„�� 12. During construction, a!I safery regulations otthe FDOT shatl be observed and the Perrnittee musttake measures, in�1�3��g placing and the display of safety devices that may be necessary in oMer to safely conduct the public through the project area in aceordance 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 Perrnittee, by execution of this permit acknowledges its present and continuing ownership of its utilities located between see above and within the FDOT's WW as set forth above. Whenever the Permittee removes its facilities, it shall be at the Permittee's sole cost and expense. The � r- i L__l PeRnittee, 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 ihe Permitee of any suspension or revocation of the permit to allow contamination assessment and remediation. Said suspension or revocation shali 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 RM/, 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 ordirect exposure of underground facilities, Page 1 of 2 � RULE 14-46 16. 17. 18. 19. STATE OF FLORI�A DEPARTMENT OF TRANSPORTATION 7'0-010.85 UTILITY PERMIT OGC iL 8tE0 provide any necessary support to facilities and/or cover, de-energize or alter aerial facilities as deemed necessary for protection and safety. 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 FD07 may initiate injunctive proceedings as provided in s.120.69 to enforce provisions of this subsection or any rule or order issued orentered into pursuant thereto. Pursuant to Section 337.402, Flo�ida 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, Ihe owner of the utility shall, at his or her own expense, restore the road or publiciy 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 provlsions of s,337.404. The Permittee shall comply with all provisions of Chapter 556, Florida Statutes, Underground Facilities Damage Prevention and Safety Act. Special FDOT instructions: L�.1 � � � � /► TT N ,I'i► � w+ � It is unde�stood 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 d�ent 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. I Engineer Utility Manager SIGNATURE i�� %�'`� DATE: [(-�- ) 2 � Name & Tltle of Authorized Permittee or Agent (Typed or Printed Legibly) issue�r l9 �� APPROVED BY: � �� ,�y�,,,�►.--{' DATE: District Maintena�ce Engineer or Designee � UTII.ITY PERMIT FINAL INSPECTION CERTIFICATION DATE: DATE WORK STARTED: DATE WORK COMPLETED: INSPECTED BY: (Permittee or Agentj CHANGE APPROVED BY: DATE: District Maintenance Engtneer or Designee I the undersigned Permittee do hereby CERTIFY that the utility construction approved by the above numbered permit was inspected and instalied in accordance with the approved plans made a part of this permit and in accorda�ce with the FDOT's current UAM. All plan changes have been approved by the FDOT's Enginee� and are attached to this permit. I aiso ceRify that the work area has been left in as good or better condition than when the work was begun. PERMITTEE: or CC: District Permit Office Pertnittee SIGNATURE: Page 2 of 2 DA7E: w � � � � � � � � � , � �I � 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 C 11 through Sheet C 13. Three pipes will be pulled in the bore hole. � The pipes are: 8" DR9 HDPE (9.05" OD) concentrate pipe, 6" DR9 HDPE (6.9Q" 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 � FDOT Permit 2012-H-799-241 Supplemental Instructions: � � � 1. Be Aware: There is a proposed 4" Clearwater Gas main uthbound fronta e � along the western curb line of the so g 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. �J � � L� � �� F'.D.O.'T'. REQUIR�M�I�i'T'S PERMITTBE MUST COMPLY WITH THE FOLLOWING '1 he Pinellas blaintenance Of�ce must be noti�ed 48 hours in adrance of starting work ix� tl�e F.:D.O.`I'. right-of-wny. Ph. 72( 7) 570-S101. Nt)'1'I:: ��'he�i insi�atls�� i��uEtiple c�a�ci�zil li��es of �F�I�ich � pni-kio�� is ir�1�c€�c�ccl to be icF�secl i�r s��l�l tc� �notlici� ufitite co�n�iati��, the nr+�� ies,cc,'o�rne�• r�tiust olatnin an a�pr4.°e�t pe��mit i�r�►m nc�° L�s��s►a•tmer�t E�r�itar ttr �ccupaac��. Kf�i°c�r tu f`UIZl�1�:N"I' l.>:�t1�i. Di��ing without knowin�; wh�re it's saCc to cli� can cal«e tre�uendc�us damage, aJi:�ctin� your electric, telepl�one, cable ielevisioz�, c�,ater, se«�ex a»d gas �ervice outages or even loss of life! If yau're ctoinb any digging withiil the state of Flc�rida, state la�v requires you tt�� uc�ti#y Sunshine State Otle Call of F(orida (SSOCOF) t�vc� busincss days before }rou dig. 1-800-432-4770 Tl�is is a f.cee service to hel�� keep Florid�� safe! http: //callsunshine. com/corp/index.html lt is tl�e responsibility af the permittee to determine aitc! ce�.mply with all c�unty ai�d municipai ordinances thal relate tc� the c�nstntction or othec activity as described on this permit. Some ordinances are more stringent thau tlie Departmeiit of Transpartation rcyuirements. All construction atid/or maintenaiace c�f ut.ility equipment located in tl�e F.D.O.'I'. IZight-ot=Way must � contorm to the Federal Manual an Uniform Traffic Control Devices (MUTCD), the F.D.O.T. roadway and trafCic design standards and the standard specitications for raad and bridge constructic�n. � LI � Certi�ed density reports are required oil alt backf.ill ��c�rk within shoulder points af roadway and �iiust be submitted to th� F.D.C).T., Pinellas M.ainrenance Of'fce. 'Chis permit does not autl��rize tl�e construction of aily new sidewalk or drainage connections i�l the F.D.O."T. right-of-way. A copy c�f this approved permit, including all plans, must be maintaincd on ihe job site befbre work co�mnences in the F.D.O."I'. right-of.-way and must be made available during constructiotvmainteuance. NOTF: Any sidewalk disturbed wil! be re�laced by sectian wiihin 72 hour, to F.D.O.T. specifications. If construction, reconstruction, repair, or maintena�ic� activity necessitates flie closing nf arie or more travel lanes of any road an the state primary, caunty road, or city str�t system, far a period af tune exceedinb two uours, tl�e party performing such work will be responsible to grve not�ce to the apprapriate l�ca[ law enforcement ageney whicl� has�urisdiction, where such r�ad is located, prior to commencin� work nn khis project. 335.15 F.S. 7/86; 336.07 F.S. 7J46. i> F.D.O.T. UTILITY PERMIT # 2012-H-799-242 #19 SPECIAL INSIRUCTIONS: 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 TiIGHT 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 OP ROADWAY PAVEMENT IS ALLOWED ONLY AT LOCATIONS SHOWN ON THE APPROVED PLANS. 4) A CERTIFIED WORK SITE TRAFFIC CONTROLS SUPERVISOR, APPOINTED BY THB 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. ()lr,1ti(:F, R"► F'fl.F,C"1'I�'i�; tiA[�'1�;`t'1 t'I•;:�'l5 111,'S'i' f�F; �t'()I{\ i3°n' :l1.1, Pt�,�ty()�� i1'�'t)l.; �:l) tVl'l�I�i 'd�il[5 Pa�;Rti�11'T� 1t'1ifLf�; iti '1'll�: 5I�e1"T1: I21(;[{7'- Ot�-�t',�il'. 5) IZOADVVAY RES'I'OR.�7'ION ��'1L1, U'i'[LI.ZE 100 PST E�►CAVA'Ti13t.F: FI,OWABL�+; FII.1:, AND asphAlt placed witlii« t6e State Right ot �Vay shaN be placed °'Full Depth", (Z) 3" lifts of SP 12.5, (2) 2" lifts of SP 9,5. Typical sections �vill ueed to be provided �vithin the pians for tl►e pavemeut placement. �IIi.L AND REStiRFACE TI.iE ROAD��AY 50 i'EET �L1'HER SID� OF T�1E C"EIVTER t,INE OF'I'Ni+: ASPHAI�T PA7'GFi 28 llAYS AF'I'I�,R I;�TS7't1i.l.A1'lON 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 5-83 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 ROADBRIDGE CONSTRUCTION), AND APPLICABLE DOT INDICES (Index 304 HANDICAP RAMPS, AND 515 C(?NCRETE SLOPE). 8) 9) 10) ALL SIDEWALK CURB RAMPS SHALL HAVE DETECTABLE WARNING SURFACES (TRUNCATED DOMES) AS PER FDOT STANDARD SPECIFICATIONS 527 & STANDARD INDEX 304. ANY DISTURBED ARE:\ IN PDOT ROW SFinLL BG RESTORED TO EQUAL OR I3LTTER TFIAN "1'HE 1'RE-FY15'1`1NG C,C)Nf.)I7"1UN. SOD ADJACENT TO SIDEWALK SHALL BE PLACED FLUSH WITH THE TOP OF THE SIDEWALK. �� H:\PERMiTS\NEW 1NSERTS\OPEN CUT & BORE INSERT-1.DOC � r � � �1) � 12) �' F.D.O.T. UTILITY PERMIT # Z012-H-?99-241 #19 SPECIAL INSTRUCTIONS: COIVTINUED STOCK PILING OF MATERFALS 1N THE RIGHT OF WAY IS NOT ALLOWED. ALL BORE AND RECEIVE PITS ARE TO BE SHEETED, BRACED OR PROPERLY SLOPED AS NEEDED. 13) A SUBSURFACE SOIL ANI� 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 INC[IES. � MAINTAIN A MII�tIMUM OF 24INCHES CLEARANCE FROM OTHER UTILITIES AND STORM DRAIN STRUCTURES. PRE—REAMING MUST BE IMPLEMENTED PRIOR TO PULLBACK. � 15) 16) � � � � LJ � � ALL DIRECTIONAL BORES MUST BE SCHEDULED AND PERFORMED AS A CONTINUOUS OPE.RATION UNTIL COMPLETE. THE LOCAL GOVERNMENT MUST HAVE A REPRESENTATIVE ON SITE AT ALL TIMES WHILE BORING OPERATIONS ARE IN PROGRESS IN THE STATE RIGI�T OF WAY. 17) IF THf+: BORE OYERA".I'lOh IS DFI±:M1��D tiIVSCJCSF;SSFUI, t3Y 'I.'HE F.l).O.T. AREA v1AINTENA:�iCE ENGINEER,THE PRUPOSED UTILITY V1�'ILL BE GROUTED AiYD ABANDONED. TIIE FOLLOWING ARE E�AMPLFS (3UT NOT L[A�[ITED TO, MECIIANICAL FAII,GRE PREVEN'1'IV(; 1'Hk: COMPi��t'[ON OF 7'NE PlJl.l.liACK 1N �'t'11�tELY MANNF.,R, I.MPASSABi.,E OBS'1'RUC"f10N, 5.F,T'1'[..El4�lENT U.R HEAVING OF '1'HF S1:A'I'1�; ROAD. 18) 19) THB PERMITTEE WILL TAKE ALL MAINTENANCE RESPONSIBILITIES FOR A PERIOD OF ONE YEAR AFTER COMPLETION OF CONSTRUCTION. NO WORK SHALL BE PERFORMED DURING THE WEEKS OF ANY STATE OR FEDERAL HOLIDAYS. 20) FUR WORK NO'I' INVOI.VINC; LA�IF. CL�SliRES, YF,R.IVI1'TTF:E & CUN'I'1tAC'�'OR SHAI.I, FOLLO�'V THE STANDARD WORI+. SCHEDULE OF MU�YDAY TiiRUUGH FRIDAY 7:00 A17 — _4c30 PM WI�ILE WORKING VVIT��[N TI[E STATE RIGIIT OF WAY UNLESS OT�IER WISE NOTED WIT .H1N THE PERMI`I'. DEVEA"I'IONS SHAI.1. BE REQUESTED BY THF', PEIZ�IIT"i'EE I.N �'VRITI'VC: �'V1TH JUSTIFIC�7'iONS IN ADVANCE OF THE PRUPOSE;D CI�Al'YGE. THE DEPARTMENT OF TRANSPORTATION RESERVES THE RICHT TO MAKE ADJUSTMENTS TO ANY PERMITT:ED MET:H�D OF lNSTALLATION, SC4PE, RESTORATION AND PUBLIC SAFETY THAT ARISE DUE TO UNFORSEEN CONDITIONS DUR[NG CON5TRUCTION. 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 V4tITHOUT NOTIFICATION AND DO NOT EXEMPT THE PERMTTTEE 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 EQUIl'MENT AND MATERIALS (I.E., POLES, CABLE, PII'E, ETC.), TO BE USED IN THE CONSTRUCTION/MAINTENANCE OF THE UTII.ITY, 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 REQUIltEMENTS. 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 CALEND.AR 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 FII,ED WITH THE DEPARTMENT SHOWING THE ORIGINAL CONDITION OF THE DRNEWAY. 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 BE1NG 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 FEDERA.L REGISTER {40 CFR 122.26)INCORPORATING THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM AS DOCUMENTED IN THE SEPTEMBER 25, 19921SSUE OF THE FEDERAL REGISTER, PART 3, VOLUME 57, NUMBER 187. H:�PERMITSINEW INSERTS\OPEN CUT & BORE INSERT-I.DOC r � � � � J � u � r � , J —� �� '� ti�, �� ....: �� ---�--____..---� - �� Photo 1— Sta 405+25 from Sheet C 11. This is on Drew �treet, looking east towards U S 1). l'his 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 US19 Crossing Project November 2012 2 ��.�_ "� i' i �_ �� ,_ � 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 � ' 1 � t � � � � i � � � � lJ � � � .. !� 'Ja �� 1 l ��1�,� � � �� o t \� � ,,' t=' � jr _'" °a , � � �` ' �. �..� _� � .,. * �_ 4 � �- � �, I�/ -{ � � �` ,r J ,l�> >� ,�'v�;;_ , r.� � LL � � � U v ..r En ineerin Department g g 100 S. Myrtle Avenue, Cleai•water, l�'lorida 33756 {i�� , � �- ►y �i !`�, `�, oF ryF� � /�� 0 �--� =-- � --- - � � - — ---- ��1 _� �o,+ --_� � i� -��T E R , _,.�� WATER TREATMENT PLANT NO. 2- CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PR(JJECT (10-0039-UT) � �� '. � � .. ��, � r'� � ' 'Kw �� _d� 7 2G�i? _;—; —7 99 —2?r � ,,,,,,�, �,,,,,,,, �� R V. HA ��i `��`��,,��P �eNS� ��,i� �� • � � , . — ,m- g .*= , , _ . — — * �� _ , l . . ��..r�� .-�w: �/j��.s :,°LOR��p='�C�\�� /�� 3�4NAi ,�� CITY OFFICIALS I I I George N. Ctetekos Mayor Seat 1 Doreen Hock-DiPolito Councilmember Seat 2 Jay Polglaze Councilmember Seat 3 Bill Jonson Councilmembex Seat 4 Paul F. Gibson Counciltnember Seat 5 WilLiam B. Horne II City Manager Tracy Mercer Public Utilities Director Michael D. Quillen, P.E. City Engineer �� Approved By �G�j` (:11\�M.N41N1'A!NMII:IUh:i.11.�jl�ll� � Date Approved ��i 19 _`�! P1N��S > 00 % DRA WINGS Plan Set No. 2012024 ' , f u � � � � � � � n ^pq O N � � � i � � � � � - ii � 4 B s 9 � ` O � � \ a > � � Z Q Z K w U � w � � 4 � � � � � � 1 � � � � a rcnic_a�i Nn�c: 1 LOC�TIONS. ELEV�TIONS. ANO pMENSONS OF E%IS11NG V1IU71E5. SiRUCNRES AND T E5T 1 GORYAiId AVAIL�BIE AT 7 iEA 7URE5 ARE SHORN ACCOR dNC 0 ME B N 0 IRR 0 NOT RIRPORT TO BE PMAPON Oi TKSE PLAN 8UT D TI4E OF PNE S. 111E I ES ETG YMICM MEA M BE 07HER 11iR0ytMEN U71Lll . ABSOlU7ELY GONR ECT. E AY 75. NtE N17MIN 1NE PROJECI AREA AND MN�CX NAVE BEEN INST�W.FA AND CON57RUCTED 5Nt[ i11E PpEPMAT10N Of MESE PLANS T1E CONiR�CiOA SNNL OEP6Y, PRIpR ttl CONSTRULPOl1, 1ME LOLAlI0N5. ELEVAPONS, iW0 p4EN90N5 OI ML ElOSTING U71LIllE$, SiRVCNRES AND OTfIER iEANRES (YME1/1ER OM NOT AWNN IX/ ME PLMI51 AfFECTINC 7M�5 wORK Pft10R TO COYMENLEMENT OF CpISTRUCPON. ANY OENAf10N5 fRdl iMESE PL�NS NUS� BE MPROYFD BY T1E ENpNECR PRipt �0 IYP LENENTAII(MI 2 TNE INfORNAIION P0.0NOE0 W 111ESE PlIJ15 IS SOLEIY IO ASS151 1ME CONiRACIOR M! �SSE54NC TNE NAIUAE ANO ErtTENT Oi T1E E%1571NC CONO1110NS MNICH YAY BE F/ICOUNIEREO OUR41G ME CWRSE 0� 'bONN ALL CONTPAC70R5 ARE pRECTEO, Pplpt TO &OOINq TO CONWCT 11NAlEYER IN�£S71CA710N NECiSWtY TO OElER41NE 7N[ ACN�I CQ1qT10H5 MAT M1LL BE ENCOUN7FRED 3 ME CAM7RACTfM 9MlL NOfIFT 7HE ONNER'S PRGECi REPRESENi�71�E 14MEOI�TEL'/ YM[N CONttICT$ BEIMEEN DRANINGS AND ACN/�L CDIO�710NS ARE q5C0YERE0 � E%�571NC U11�I71E5 i0 IXOINWIAI VROVCRTIES ME NOi SHOMN ON 7NE DRANWGS THE CONIRACTOR SHAtI BE RESPONSIBIE FOR FIEID LOC�IINC ANO PROTECPNG M1 SFfeNCES N10 idl 4AWt�MaNO 7HEM AT KL 71ME5- CONTR�CTOR 91N1 CONiK+M LOCAPqI (YERiIGL k HONIZd1TAL) Of ALL POTABLE WAIER SERNCE IlNES k W�SIEWATER YAIt15 OR OTIER E%IS��NC UTILIilES W7M�N TME PROJECT CqiRIDOR pPoOR TO ExCAVAM/G AND/OR DIpEC110NM DlOLLING 5 li SN�LL BE TiE GONMAC70R'S RESPONSIBILITT TO IOCATE, PROTECT, ANO SUPPORT NL EpS71MC UIRIPES ON 7HI5 PROJECT. GONIRI1CTOp SNALL COORqNAIE NITM �LL on+rn unuir orrt+crts ra+ nx recsaunan a rnwucrs. u�r cosTS wtunnco 91ALL BE BOppE BY T11E CONIRACTOR AND NO CL�615 NAY BE NAOE AGNNST ME PR0.ECT OMIER Fp! 1NEY CONFLiCTS 6. ANY DAYAGE CAUgO BT iHE GON7RAC70q'S WDPK SNALL BE REPLACEO OR RF➢AIREO $pL(lT AT TfE OON7R�G70R'S E%PENSE 7. ME C0117R�CTpi 4u11 BE IiE5PON41BLE FOR COORpNATNC MtiH Ml JURISOICTONu BOpES Mq UTIUIY COIPAWES WIIWN iME OORK IMYTS IHE CONIRAGTOR SMALL PRONOF AT LEAST �! 11WR4 NO710E TO iHE VARIOUS UMITY C04PMIIES IN OROER Tp PER41T ME IACAIId/ OF E7051BIG UNDERCROUtq VTIUTIES IN ADVANCE Ui CONSTRUC71tNl. CON7ACT U71LIllE4 NOl1i1CATON CEN7ER AT 871. 1HE CON7R�CTfNt SHHL N0T BE COMFENSAlEO FOR ANY OELAYS DUE TO HIS fAIIURE 70 LOCAiE KL E1o571NG U11UTE5 PPoOR �0 (AtA /J1EA(1 Ofj M�MIEO CONSIRUC710N MEAS D NL VNOERIXtOUN� UTMI71E5 YUST 8E W PIAtE NA iE57ED OR WSPECTED PR10R TO i1NAL BASE AND PA�FYEN1 CONS7RUCOON (AS �PPUGBIE) 9. IT IS TNE CONTRAC70R'S RESPONSIBIUtt TO BECq1E fAWL1AR 1N1H ME PERMIT AND MSPECM7N REWIREYENTS SPEpFlED 8Y 1NE VARIp15 COVERN4ENlµ ACENpES �ND M[ CMqNECR MW R1 $CURE ANY �n�.LL GFRINTS iXA7 ANE qfOWREO 7HE COII7RACTOR SNALL COYPLY MM ALL IOLAI. SiATE ANO GEDERAI REWLA110N5 10. SOD ALL MEhS LEFT BMRFN ANO OR dSNRBED 8T CONSTIIVtTION �N ACCOfiOMICE y�TH iHf TEOINICAI SPECIfIC�ilpli II T19E Q SOD UYD TO RES7RtE ONNER-MNNTAMED AREA IN Ripli Oi WAY SHaLL BE COOPOINAIED iMTH 7HE 0'MER I2 iXE COMIR�CTOR SHKL REPLACE AL� iANNQ STABILIZEO EMTM, CUR85, OPoYiW�YS, 9DEWILKS, Ett. N1TH 4ATERIALS OG ME S/�YE TYPE tli BETTER MAN 7HAT RFNOVED ou��wc consmucnoN IJ Ck57WG KANI M�IENIAL 'MTHW AfFECfED LAM)SLAPED �XEAS 4fALL � CMEFULLY REYOYEO, POT7E0 Alq PROPERIY STOREO N10 MAHITMNEO fOR SUBSEpIENT NEPIANTING UPW GOMRE710N Oi N018( IN ME MEA, RE110YED PLANTS OR THEIR RERACEMENTS AS NECFSSARY 91ALL BE REPLANlEO. FERPL12E0 ANO WA7ERE� 1/. A REG51ERE0 IAND �'�EYIM (ROPoOA 110EM5E0 P54) AT 7FtE CON7RACIp2'S EXPENSE AWLL RESET A�L $EC110N CdINERS OR PRpPERTY CORNERS OISLOCATEO OP qSNRBEO BY IME CONSiRUC710p �CTINPES. 15 NPE LFNCMS SHOMN dl lHE PLANS ME MPRO1fINATE ACTUAL lENG7H5 ARF 70 BE �ETERMINED BY THE CONTR�cTdl WPING CONSTRUCTqN 16 Nt EiTMG NQ MEW V�L\E5, VALYE BOYES. AND MANHOLES $N�LL BE PROIECTED N� ADJUSIm TO FlNISNED CR�OE AS SMOMN ON iNE PUMS. KL VAL6E5 AND V�LYE BO%ES SNAl1 FE4NN ACCESABLE AT µL TIMES All V�L4ES �I�T NlpiT BE COYEIIEO OVPoNC C�15TRUC110N SHALL BE NMNEO X17H A YARKEN (GMEEH Fpt SEMFR. BLVE fOR W�TEN M81 PURRE fOR REUSE) M�T IS A Mitl. OF 1 iFET ABOK plAOE. CONTRACTOR IO COORDNUIE VALVE CONTROL MM lllE IMSG(CTdi Ml VALYFS UNDfH CONS7RUC110N ARE TO PENMN C�bSEO WRINC Cpi5f0.UC110N. 1), RfE CQITRACTOR $HALL BE RE59(XI�BLE iW �YOVK ANO OISPOSAI OF NIY IAISUITA9lE YA7ERIAL fR04 NIS OPER�PpI. FURNIApNG M!D GOMFAC7INC SUITPBLE REPLACCMFNi BACK�ILL MATERIAI SHML BE IN ACCORD�NCE WITH ALL �EOER�L, SiA7E. AND IOCM REWLA1N1/1S IB� 7NE CON7F�Ci0R IS MESPON51&E ipi PROPER NO7PILATNIN Ui INSFECTING AUIHORIIIES BEFdiE AND WPoNG CWSTRVC710N. p�y�AS co�NrY R/w carasrnucnaa No�c_: 1. IHE E%ISTING fl0A0NA� PMF4ENT IS NOt TO eE OPEN W 7 OR qSTURBEO. All UTRITY CN059NGS SHALI BE BT DIR£CPOHn1 ORNL PCR f'DOT UTIUTIES ACC9YYW�710N YMIUAL. 2, M1 PROVOSEO W(IRK EIUSi COMPLY MI7H THE fDOT 'ROAOWAY V1M15 PREVMATIpJ 4ANUAL� (I.E. PPM). J, Ml RICHI-OF-WAY INST�LLATIONS MILI 8E IN �GCORpANCE WIM PR�CTICES REfCNENCF-0 IN INE STATE Of RORIDA U/1UTIE5 ACCAM40DATIONS MANUAI 4. ALL DE4GM M10 CONSIRUCTON MVSi CplFOR4 f0 1HC YINIYUN SIRNDAftDS SE7 ppNN IN PWEtLAS CWNIY tM$1 DEVELOPYENT. 20NB/C AN�/OR REL�IED pi01NANCES, �ND MINIYU4 iESPNC fREWENCY REOUNtEMENTS. 5. 51(il ANO BAflRICADES SH�LL BE IN ACCpRpANCE M1X iXE US DE➢�RT4ENI Oi TpANSVOftTA7N7N'S "MANUAL OF UIkFORM 7R�f1lC CONTROL OENCES' ANO 1HE fLdiqA OEPAR74EN7 Oi iRANSPORTAiION'S �ROAOW�Y AND 7RAFi1C pFSIGN SlMqMDS' LNOE%ES 800 MROUqi 870 (L�TEST EDITONS), 6 WE PEDFSTR�NI TR�iFlC IS TO BE MAIMTNNED AT ALL Ti4E5 7. NIY $IDEW�LK NMltll BECOMES VNOEflWNEO MUST BE AEYOVED N10 REPLACEO 9DEWALKS ARE TO BE RECONSiRUCIED N1MIN TNREE ] DAMS Af'TER NEMOVAL NHEN E1O571NG SIOEWALK IS RENOVED. �T IS TO BE REYO'VED !O ME NE.IREST JqNT 8 INSTKU110M5 INWLVINC CONCRE7E AND �SPNALT ORI�f:WAY, IN G000 CONOiT10N, MUST BE AGCOYPUSHEO BY JACIt ANO BORE OR PUSMING NO .ET7NIG M1Lt eE MLOMED 9 COHP�C710N fOfl PIP[ BACKfItI SNALL CdJPLY NITH ��SMiO i-99 (IOOL) 10 OISNRBCO MC� N17NIN THE RICNT-Of'-WAY NILL BF. C04PACTf.D TD 100A OF M�NWUY OENSTY AMO SODDED Il. UO NOi OISIUflB E%�SPNC UNDERDRMN OR S�ORM SYSIEMS li fILiRA7qN BED IS Iw5R1RBf0. CONiACT ME �1REA INSPECfOR M17N ME PINEILAS CWNTV NICHW/Y urwniMtni ni �b�-BAii.:uit Ai5iS1AV�;E 12 NLS�fRAII(JH p{ IVRtl. SIN!!I, UkIN.WA'fS �ND PLACEMENT Oi $pp SHAIL BE COWLEIED Pp10R TO EMCAVAl10N $TRFiINC IN NIOTMER AREA BY SAME CONTflACTOR 100X ORAWINC'. ..� r-M,,.� .r 1J. NO STOCNPLLINC Of M�TERIAI W pWDyp�Y W Oq SiLMMIM; µt qRT AND OEBIiIS 1NLl BE REYOVED fAOM JOB 97E ON.Y. IbMS Alq 90EWHllS /0 BF 51�LP/ W11� T Oi � Y �N-UP. AS PnR 0 0. GF OR71 E OAOWAY TNAT SLSiNNS EXCESSIYF COHSiPUCPON REU7ED 14. �NY P ON OF M fl DMIACE. M 1HE OPINION Of PMELLAS GOUNTY HIClIWAY OEPMtTMENT, SHKI BE p(PMREO AT CplTRAMOR E%PENSE M � YM/NER SPEC��IED BY NNElUS CWNTY HICNWAY OEPARi4ENt. 15. PRIOR f0 LCWMENCEYENT Of NONK M!D/OR PNIOR 10 START Of RESTORATI(!!, t00qDINATE MROIIGH A WALIt-TNROUCM' M1M PINEl�AS ODUNTI' HICi1WAY i i tAPLf TO EN RE 4UN�L �GR EYEN� RE OIN OEPM YEN REPRESEN SU E GM C SUGN �5 E%iEMT ROADWAI' T E OYERLND Af R P�TCMINC E%TEH7 OV' YATiERS Of 0 8 TE , iNE DRIVEWAY �REPL�CEY[NT - ESPEGALLY CCNCkEiE, ETC I6. UMI7Y INSI/�LLA71qNS AND BdiE PI7 EzCAVATI0N5 SNAII NOT OCCUR Yri7HIN 5 fEEl OI iME fOGE OF PAYEMEN7 ALpJG ANY PNELUS COUNTI' N/JNTNNEO ROAOWnY. I]. SIOEWMK CURB RWPS UIS7VRBED BV iH15 CONSTRUCTION SHAIL BE REPlACEO PER fDOI INDEM �NIt IB ME PERNITiEE'S �T7ENlldp IS DIRECiED TO 7NE PRONSIONS Of TiE iR[NCH SAiETY �CT (fLORIDA STAlUlES, SECiLLNI SSS80 Ei $EO) /J1D 1HE OGCUP�TIp1AL SAfETY �NO HEALTH Aq11NI51RAMlp E%CAYA710N SAFEtt STMlDMDS (79 CfR SELPON �976830, $UBPARf 8) YMICN $H�LL MPIY TO CONSIRUCTIp1, OPfRAT10N N10 MAINIENANC( PIMAIANT TO SHIS VERNIT Ifl TTPE Of S00 VSEO TO RESTORE ONNER-M�INTAMED ME� IM RIGHT-OF-WAY SNFII BE COORdNR7ED MM OVMER- Z0. NO SiREEI A1qLL BE CLOSEO 1N1NOVi THE 'MII77EN 7ERM1590N Oi 1NE PINELLAS COUNTY TRAFf1C DIN90N. .1I LEAST IB Hq1R MVANCE COORdNAllp1 IS REWIRED 71. T1E RESTOR�TION OF PAKMENT OPEN NTS SHALL BE IN KCONOANCE WTH PC NOE% /�]91 UA1121NG TME FIOW�B�E FlLL OPRQV (SEE UETNL ON PLMIS). 22. TIE ROADW�Y PA�£NENT SNALL BE NILLE� �ND RERtliFACEO. U4iT5 i0 BE MINIMUM t5 iEET TO E�pl SIOE � iMC OISTURBED MFA fOR A NLL L�NE WIDSN fOR EAGH tANE IuF�CTEO� 1].LANE CLORIftES SHRIL NOT OCCUR OUftING iNE PEAK NWH VENIODS Oi ]:Op AH 10 g: p0 AA1 AND �; 0� PN TO 7:00 PN. TRANSMISSION MAIN SYS7EM NOTES; coNSmucnoN: I. CbIBIN�TION M V�l1E LOCAPONS MF APPItOIaMAIF CONIRACTOR TO LOCATE NR YALYE Ai MION POMIi ALpNC PIP[UNE B+�SED ON ACN�L CONSIRUCiED PNp'IIE. 2 ALL PVG PIPING 91ALL CONfORY TO AWWA $TANO�pD C900 di LY09 N!D HAK A NAXIMUM pMEN90N PAM1 0( iB. ALL HOPE HPINC 91�LLL COMFORM f0 AWN'A L908 �NO HAY£ AN OUTSIDE OUYETER EQUAL TO DIP PIPE fdt iHE SAME 52E M!D A WNIYVM DWEN90N 0.AT0 OF 11. UI�ESS OMFRNIS[ N07ED- PIPE AINI NA1£ A MINIMVM PIiESSURE R�i1NC 0: I50 P51. J AIL TRANSMISSION 4AINS AIAtL 8E RESiRMNEO JdNT (N.I) ANO WSiKlEO BY qRECT10N�1 ORILL NEMOD w1ERE POSABIE Op UNLE55 SHOMN 01NERM15E ON iNE ORAMINGS CONTRACTqR SH�LL RESTRAMI MPE AND f1T71NC5 w ACCORDNICE qM lf1E qESTRNNT T�BLE A10NN ON 1ME DETAR 9iEEi5. CONTRACIOR TO RESTiiNN EIUSTING PIPE MNfRE NFOl11HE� IN ACCOFDANCE MI1H 7HE RESTRAINi TABLE COqTqAC70P SHALL USE 11ESTRAINEO JdNiS ONLY; NO CONGREfE 1HRlI5i 8LOC1t5 OR MM157 COIIAYf iWl BF Pf1uYi7Crt 4 COOROIN�TE 71E-MS TO EMISTING pTT MMNS 1NTH G7Y PEXSONNEI. E%ISTING VIILVES S1AlL fiE OPERATED BY �NE pTY 0� QENtWATER CONiRACTOR $NALI BE RESOONS�BIE FOR ORAWWC EXIS7INC YNNS AS NEEDEO 5. ALL MPE SNALL BE PRESAINE TESTED AND LEAN TESTED IN AGCdiUANCE WI7H AWNA STANOr1R0 C-600 AND TME SPECIfICATONS. 8. pl1iINC �MSIRUCTON NXENEVER ANY FVELp1E 15 IEfT UNATTENOED, IENPptMY PLUG$ SH�LL 9E INST�UED AT AlL OPFMNGS. iEYiORMT PLUCS SNALL BF WA7ER TldlT, AND OF SUpI �E4GN !O PREKNT ENiRY M7D TNE PIFE 7. SEPARAl10N5: A HORIZfiNT�L SEPMAIidI Of J fEET (EDGE TO EDCE) SMML BE M�INTAINED BEiNEEN RAW OR FRESN WA7ER NMNS ANO RECUIMED W�TER Oft W�iER 4AIN5 INaUDINC SERNCE/4E7ER BO%E5. A MINIMUN HORIZONTAL $EPAR�iION OF 6 iEET (EDGE TD EDGE) SHALL BE NNNINNFD BETMEEN H�W WA7ER NaNS NID �lL WASIEWATER MAINS. F�ORIOA OEPARNENI Oi ENNRONNFN�AL PflOIECl10N (FOEP) REWIAEO PIRNG SEPARA710N5 SHML BE NAMT�MED AT ALL TMES A VEFTICAL CIEAqANCE Of IB WCMES SHALI BE YNNTNNED BETNEEN THE RAW OR iREA� NNNS ANO hll WASTEW�IER YAINS, OR REp.AII/EO W�7FR MNNS 8 ML MNIS SM�IL HAV[ A NlNMUN Of ]8 INCNES af CO�.ER k A MAIUMUN Of 6 fEET OF COVER UNlE55 SHONN O7NERN15E PNONOE � YININUY Of 3 fEET Of COVER OYFR UIRJTIES AT ALL dTdl GROSSINGS g ALL RpAOW�Y CR059NCS ME W BE COpSTRUCLEO BY qRECTION�I DRILL METN00 UNLESS OTHEflMISE INDICATEO ON TNE PLNlS 10 SAW CUT Er1571NC EDLE-Of-V�KYENT PRIpR IO ASPNALT pl �pNptETE AEMOVAL, di �5 REW�RED Bl' fDOT OR %NELlAS fqUNTY NMEN WIMIN MOSE ROW LINITS 11. M!$i�llAli0N5INV0.NNC CAM[RE7E ANO �SPHM7 DRIKWAY, IN G000 CONp710N, uusr ee �ccouvuu¢o er oiaecaoN�u am� rarHOO- No .crnNC wu ec µLOMED 12 iNE CON7RACTOR SMNl IIF�D KRfY THE CONllECT10N PoiNTS (WQUOINC, Bl1T NOT LIMITEO T0, IOtAPONS ANO ELEVATIONS Oi UIILITIES) PNIOR TO iHE COMNENCEIENT OF Cp!$1RUCilON ALL pS(7iEPANClES SNALI BE REPdiTED f0 ME ENQNEER pf RECORD IMNEd�TELY. �J pSTURBEO AREAS MIININ ME NIWI Of WAY WILL BE CWVACIE� i0 9E1G Of MAMMIUY OEN9iT M10 SODDEO /�Ll OPEN W7 AREAS TO BE COMPACTED TO 95x MOOIFIE� PROCTOR M OPEN ARF�S COMPAC�ON fOR P�PE BEDdNC SHALL G011PLY NIIN pp5HT0 T-99 (1001[)� 1� 7 1R CT ' T N71 IS RELIED TO T1E PRONSIOHS OF THE NCH ME CpJ A OR 5 A TE ON DI TRE SAFETY ACT (fLORID� STANiES, SEClIIXJ 55J80 Ei. Y0�) �ND 7HE OCCUPATp1AL $�F[LY A11D HEALiH ADYiNISTRAIIpI EXCAVAIIb� SAfETY STMIDMDS (Y9 ffR SEGPON I9P6830. SUBP�Rt 8) W111CM 91N.1 APPIT TO ALL CdJ511iUCPqi IS DO NOT DISNRB C%ISIINC VNDER ORAIN OR STOR4 SYSiEA15 I� FILiRAT10N BEO IS q57URBE0, COHT�CT 711E ARE� INSPECTOR. 1. C �iE iH Til Of �PI A 'MTH ONN R i0 CUT RI�EWA 6 OptpN E CU NC �fW YS E PRION AlL D TS NiIL BE M PASSABIE CON�ITON �T iHE F11D OF ME MURK DAY. 17. CONCREiE Dfl14FWA15 PERYITIEO TO BE p1I ARE i0 BE RESTOREO Ni1H 6" Of .7000 V9 CONCREIF N1TH 6' X 6' tOCA. WMf. PULE 1/3' CzPANSION JdNT BETWEEN BRCN Of WFB ANU NEW DRIVE ANY PORiIOfI OF DRIVEW�Y AT IX2 NEM CVi MAT BEC011E5 UNDERYNICO N1L� BE RENOVEO PRIOR TO CONCREIF BEWG P�A[EO E%ISIING qiAIXS IH DRIYEWAIS ME TO BE DOCUMENLEU AS PRE-E%ISPNC OR iNRT SECTAN PEPL�CED �7 PMELl�S CWNiY OR 1ME a1Y5 OPnON AREA BENEAIH V��01 TO BE NECHANICAILY TAMPED PRIOR 10 PLAqNG �1CPElE MiNIMW REPAIR `MOIM 10 BE S' N1iM NO SECIIWS LEfT SN�LLER MEN 5' IB. �SPNAIi OR14E5 PERMIIIEO IO BE CUI �RE i0 BE RES�ORED U7ILIZWC TNE SANE YAiERIqI �S E%ISiING BASE WI1H YINIMUM 6" THICXNESS �SPHRIT TO BE PC-� OR MiERNAiE AP%IOVEO BY PWEllAS CWMfY MIGMW�Y OEPART4ENi OR INE OTY Pqqli TO USE ��HMT IS TO BE COMPACTEO TO nCwEK DENSIIY NEWIREMENTS FOR GC-3 REtt1Vi5 MIO DFLKRY TICICEiS SNOULO REfLEGi SUPPLIER �ND HIS CEH71fICA710N q$ TO T1PE Of ASPNAIT SUPRIEO. 19 RESiORAPON Of WRB, SIREET, DPIYEWAYS lulD P�ACEMEN7 a�D AULL 6E COMPLE7Ep PRIOR TO EXC��Alipl STARfING IN ANOMER ME� BY SAME CdlTR�CTOR. i. � MPN1510N JOINT I N - CNC I W Y. 0 P1. CE E 5 BE M[E BACN-OF W 1E OkK A RB WN Ml0 71. ANY DISIURBED AREAS IN 1HE F00T R/W $MN1 BE RESTOXED TO Eq1AL OR BETiER TNAH ME PAE-Ey15PNC COHpllpl. AlL REPNqs SXK� BE �NE P(R f00T STANDARO k SPECIFlGMMIS 22. NHERE F0110E MAINS, WA7ER NAINS. OR REUSE 4NN5 ARE LNO YAIMOUT USE Of i1TNIG5, ME NAIUMU4 DEREClld1 SM�tL BE e01�JF iN�i NECOYNENOFD B1I ME YANUiACNRER. 2� li SHALL BE 7NE RESPONLBRITY OF 711E CONTRACTOR TO P�UCE, SUBYIT ANU OBTNN APPRONIL Of REPRODUpBIE 'AS-BUIL7� ORAMINGS iR� d1PI5dC710N�L ACENCIES AS MAY BC RCUNRED t1 T1E 'AS-BUIIT' ORANqNCS TO BE PRfvMEO BY iNE CpliPACtOR MIO SUBWi7E0 AT iHE ➢4E 0� 1ME REWEST i0R A lEi1ER pf p[lEASC 10 PtACE IME CONSTNUCPOM MTO SERNCE YALL CLEAPLY OEPICT 7XE YERTCN GIE/�RANCES BEINECM WAIER. SENER (NlCLUDINO StORM) AND REUSE UNES �i ALl CR054NG5 �ND PARALLEL RUNS NHERE THE NORIlONTAI SEPARATION IS 1F55 iNAN 10 fEET. IN AOp710N, RIE CEN7ER Of UNCUT LENGMS OF PIVE (USU�LLY 20 iEEi) AT PdN75 Of CROSS�NGS 111LL BE DO[UNENIED ON 7HE OR�NINCS AND ALL N171C�TNM1 CONS7MIC710N YEASURES CIEARLT OEPICiEO IN CASES NHERE A MINYW Of IB INCMES OF YERiIC�L CLEARANCL BETNEEN ME WATER AND YWEq (WCLUqNC SiORN) UHES IS NOT �OSSIBIE. �AW7ENANGE OF TRAFFlG: i u� arsovos[o wore� uust cowrtr v�n� roor iwocz ra eoo 2. ALL NICHT-OF-WAY M57ALLAlI0N5 MILL BE IN �CCORpA1Ni N1M PR�Ci1GfS REiERENCED IN THE 57A1F Of FLOfl1DA 11TLITY ACC04ypD�110N5 YANUAL J P S7RIAN TRAFFIC IS TO BE NNNTAINFA S. N SAFE EDE AT 714E 0 PEDES7RIAq ML P�MWAT IS TO BE RE40vE0. BIOd(ED qt DISNNBEO MMOVT MANNG A SUFFItlENT DE9CNA7E0 7EMPOR�RY PEOESTRIMI PA7HWAY N1M KL ACPROPPoA/C PCDESTNIAN NAIN7ENNlGE Oi R2AFi1C $IGNS QNOE% 660) �N PIAtE PRIOR TO PA7HW�Y g[WG AFFECTE6. � SMNS /JID BARRICADES SHALL BE IN �CCqtDANCE 1NM 7ME V.5 DEPAR7NENT 0( TF.WSPdt7Alld1'S VANUAI OR UNIFORM iRA�FlC CONTROL OENfFS' AND TlIE flOR10� DEPM�MEN7 OF TqMISPORT�iiON'S 'ROAUwAY ANO TMNAfFIC DEPGN STMIDAN05� INDEMES 600 MflWCH B7D (lATFST EqT10N) 5 AI LEAST d1E IANE OF TRAffIC MLL BE OPEN AT N1 TIYES M'ENEIER iRAfi1C IS REDUCE� TD ONE I�NE, 'MCYFN �ND RACMEN �F1EA0' 9dK 'MLL 8E UriIZN. APPROPPoATE BARMCADES �ND 'CONSiRUC1lON �fIEAD' SIplS SMALI. BE UPl12ED PER fDOi NANUK TRAPfIC Cp/1ROl MRqlp1 IqpK ZONE NO LN1F CLOSI{RES ME �LLONEO MMWi IE NWflS NOTIFICAl1UN i0 THE DEPMIIENT ! PRIOR APPROVAL BY IHE f00I 1NSPEC70R ALL MAk17ENN10E OF IRAffIC SMKL Cd1P�Y WTH i00T DF9fl1 Si�NDARD INDEN 600 - 8]0 k ME YAM1Al ON UMFOflM 7R/Ji1C CONIROL DEVICES 6 YMNTENM/CF Of TR/�lilG MMIN %NEtUS COUNTI M!p iDOT RldlT-Oi-WA�S M4L USE FOOT STANDMD INOE% NO 800, AS MPUCABLE. 7 CONTRACTOR MALL HAYF A CFRT1itED NOT ENPLOTFE ON 9TE fl �LL DANACED WT TR�FFlC 9GN�L INWCTION LOOPS SMALI BE RESTd1E0 / NEPlACEO A1 TNE Cp1TRACT��S CNPENSE CON7R�CTOR $NMi COOfldNATE M1M p7Y pt COUNiY SIAFi AS APPUCABIE i0 ANY EXIS7NC LOOPS BEING CV1 70 VAKE s�w an.ustMU,rs waiNC coNSmucncN SURVEY N07ES: 1 SURY£Y VRONDEO BT: - CIIT Of QEMWATER FOR ALL P�RK SIiES/OTT ONTIED PMa'ER71E5 - POlAR�S ASSOG�7ES WC, (ALL ROW IIMITS) 7185 SUNNYf1KE BL`A., SUI1E D, f1EARWAffR, 0.]�765 3 THE HOqIZONTAL DA1VN IS FLdtID� ST�IE PL�NE COORpNAI[S, N.AO. B]-98, ROfiIDA W£ST ZONE � THC YEFTICRL DATUY IS NAVD 1988 - _ _ . _ _.. . �M ^''�I 1009. DRAWINGS JRS 1�/!0/1� � � CITY Oi' CLEARMAT6R FIaRIDA - « ENCINEERING DEPARTMENT � 907. DRAWMGS JRS B/1/12 � ]00 9 Yyr4e Ave fi0R DRAWINCS JRS 5/8/12 Cleer.eter, PI �375e ' REVISION cv ax �'""'�� 7tt PRO PON crpp ; IM[RE PROPOSED 91E IMPppy[y[N75 NWLYE �NY CON57RUCipN ACTIN71E5 Ap,MCFNT ro � NT PR 7E0 O7EC 1REES P T � Nt WL fLLY E�M BEN THE ORIPLNE �NOPY OF AN E%I ON M � 5 C TPEF T E CON7RACT OR 1MLL BE XE 0 T 1 IXMiE 0 NSfA ME diY u s �vvno�co TRCE BARRIC�DES n1E REOIRNEO tltt TREE BARRICAOES YUST BE INSTALlED, WSPECIEO AND MPRO�EO Br TH[ p}y5 ENQNEERING qEPRESENiAIIK, Pq�pp SD YOBlJ2Al1(IN OR 7HE STMT a cwsmucnar �CTNMS ADJACEN7 TO M11' PqOI[CIEO 70.EC Lq/STRUCIION ACIINPES INCLUpE, 8UT ARE NO7 UMIIED TO MF STAqNQ SfORAGE OR PARIfINC OF VEMICLES EUWPMENT. 4.11(RIKS ANO DE9Po5 IN Apd110N. MI IXTERNATIONAL SOGEIY OF ARgpgCUL7Up[ QSAJ CFRi1FIFD AR80p15T SMI1LL PFRiOpY, qi dRECiLY SUPERNSE ANY AND Nl REp11RE0 IREE 71HMYWG/PRUNINC ACTIN11E5 REOUIHED BY THE CONST RUCPpI 7NE GIYS fN41NEERINC qEPpFYNTA7IK fOq TREE PROlEC71W ISSVES IS TiY KUR72, SENIpt LANDSCAPE ARGtlTECT, W 1ME GTY Of CLEARWATER'S ENGNEFRINC OEPAqTYENT Al (]27) 567-�)J7, 7REE PROTECIIQN NOTES: 1. ME CONIRACTOR MILL BE RESPONSBIC FOR AOHERING TO M� TpFE %i0TEC00N NEASURES REWiRED BT TNE GiY 0� CtEMWATER'S CODES, dtpN.WCES AND S7ANDMD SPEdfICATI0N5 MIS Mltl INCLUDE ALL IREC B�NRIGIDES, R007 PRUNING AND TREE 7PoYYINC/IMtUNMG ACTN71E5. MESE REWIREYENTS WILL APPLY WTHIN 7NE SPECIFlED lIM1T$ pf µppK,' AND M1LL A150 BE MPLICABLC W ALl IREAS NHERE iNE CON7RACSOR AND/ON HIS SUBCONiRACTdiS STACE, STORE pi PARK VENICLES, EWIPNENt, u�lER1µ5 AND DEBRIS. p µl 1REE AtUMNC Ni0/CR R00� PRUNIMG ON EN151Wp Tp[[5 10 BE YNESFRYEO MLL ONLY BE iERFORIffD BY OR IINOER 1HE D�AECT S�IPERNSId1 Of �N MTFANA710NA1 SOaETY OP ARBORICULNNE (ISA) CERTIREO ARBORIST. NRIHERAIdiE. ALL IREE WdiK SHALL CONFORM TO ME �MERICMI NA710NAL sT�NOUros iHSntuic (,vml aooi, e�rseer wn� ....ere rcr vtr � 1 NHCRE CALLED fOR ON ME PlANS, INSTALL TREE BARRIGp[S. ERDSION CONiROL/SILi iENdNC OR OMER �PVR04E0 PROIECPVE BARItlER4 MWND ML TFEES TO BE PIIESERVEO P CIT� 5T . ER ANDARD T DE M. P LE M11ERE AP 11CAB . PROTfC114E BNtRIERS N1ll BE plACEO IN R00T PRUNE RtENq1E5 �. PRIOR TO ANY i1E1D p1ANCE5 iAKING PLACE, IT MkL BE TM[ CON111ACTdR'S RESPON9BIlITY TO RfNEW 1XE POTFNTIAI IMPACfS TO EkISPNO lAEES bIM 195 CERT�IED Afl80PI5i, AND INQUOE ANY AND A4 RECON1AENpCp 7REE PROIECT�[N! ME�SURES IN fHS PROPOSN. TO NODIfY ME AVGROKD DE9d THE CIlYS EMdNEEPoNG I7EPRESENT�TIE 4UST MVROV[, IN NRIIINC, ANY OIANGES TO iME APPROYED OE9GN PRIOR TO INPLEYENTATION Oi SN� CJI�NCE. 5 iNE CONTRACTaN N1LL AValO ANY OPEN E%CAVAiI0N5, ilu OR OTHEH CaNSTRUCTION ACPNTES MMENEVER P059B1E 'MMN IXE CRI7ICAL ROOT ZONE` Of M!Y E�pSPNC TREE (IE, UNDER THE DpIPUN[ICANO%� 6 NNERE CON51qUCTON AC7IVITIES ME ANTICIPATEO TO U5T fOR AN E%TENOEO PERIOD OF PME NEAR E%15IINC TREFS, iNF LONTRACTOR SN�LL INST.LLL AND YMNTNN CI1Y MPROhED fR(E BARRICAOES AS SHONN N 7/E STAND�AD DETALLS AND APPRpYED BT 7/1E tlTYS ENGINEERINC pEPRESFNTAIIYE 7. NVODCHIPS, MIACH OR ANOh1ER dl$NIONINC $UR�ACE YATEp1�L APPRpVED BY THE ClTYS ENUNEEPRIC REPRESEN7ATVE SHALL q[ pLhCED TO A NNIYUM OEP7H 0� 1D- OYfR MEAS MFIERE ROOR ARE PRESENT AND CONSTRUCTpI 7R�FilC OCCURS. e A4 7REE PROTECTIp! 4EASVf1E5 SH�LL REMNN IN PIACE Ai �LL PMES DUqINC CONSTRIICTION UNT1L ME OTY'S ENGNEERINC FEPRESENT�TI�£ AUMORIZES RCNOVM. 9. TME CONTRACTOR MIIL COOROIN�iF MIM ME qN5 ENdNEERMC REPRESENTA7IK, 71N KURTZ �(7I7I 562-�7J7. TO OB7NN MPpOYAL IN ADVANCE Oi M1Y AND �lL WORN `MININ ME Cp1iICAL R001 2pJE Of ANY E1115TWG iq[E. TREF LOCAiION: I� ALl iREE PRUNING AND/OR ROOT PRUNINC ON E%IS71NC TREES 70 REMMN SHALL ONL'I BE VERFp(1NE0 BY OR UNOER /HE pRECT SUPERNSION OF AN INIFRNAPONAL SOCIETY OF �RBORICULTURE (ISAJ CERifiIEO MBOlMST NRMEflAIORE, KL iREE WpRN 91AL1 �plFpRM TO TME �MEXICM! NATIONAL STNIDMOS WSIIiUTE (AN51) 1W�. MIEMCAN NAPON�L STAN�ARO fOR TpEE CARE OPERATONS - IREE, SNRUB ANO OTMER NVOOY PtiWT NuNTENANCE - ST�WD�RD PRAClICES (PRUNING) �N9 A]00 2 NMERE REWIRED. INSTNL 7NEE BAFNICAOES. EPOSiON CONTROL/SIIT FENCWG OR OTMER MPROVED PROIECDVE BARR�ERS �ROUNO ALL TREES 10 BE PRESERVE�, PER OTY STANDARD DEiA0. NMERE MPUCFBLE PROiEC/1VE BARRIERS SMI�IL BE RACED IN q00T PRUNE ntENLHES J CONSTI2UCTION MAIERIALS. YEIYCLES, EWIPMENT, Sd�S, OEBRIS AND SI1PP�5 SHAI.L NOT BE STORED M1NW T41E ORIP LINE/PROi[CTI4[ B�RRIER MEA VNDER M!T 7REE �0 RE4MN. � �FMICLES UNDER PNY iPEE SMr1Ll NOT BE P�RNED 1NTHIN RE IXiIP LINE/PRO7ECPVE B�RRIER MEA OF 1ME TUEE 1HCLUDING STACING AREAS, 5 NOOOCHPS, MU�CN OR N/OTHER p15HiQW�C SURFACE 4�TERIAL APPFOVED BY R1E q7Y5 REPRESEN�AIIVE SHALL BE PIACED iO A NINIMUM OEPIH Oi' 10 WC/IES OVER MEAS M}IERE ROOTS ANE RtESENT ANO CONSTIiUCTM7N TRAFi1C OCCUNS 8. ALL 7REE PRO7ECTd1 YEASURES SHALL REM�W W PLACE FT �LL 71MES OURINC CONSTRUC710N VNIIL INE GIYS IiEPRES[NTATIVE AULNpqIZES REMOV�I. ROOT PR NIN • c OP • WI/EFE PROPOSED CWS7RUCTIp/ IMPROVEMfNTS INVOLVE EXC�VATION AND/OR WPALTS i0 TME piITICA� ROOT ZONE Oi PpOTEC1E0 IREES, 7ME CONTftACTOR SHAII BE REWIREO TO HAK rN NTERNATI(MlAL SOCIEiY Of ARBORICULNRE QSA) CER71i1E0 MBORISf PERfORN, OR DIRCCiLY SUPERNSE ROOT PRUWNG TO REOUCE 7HE IMPACTS Ui CONSTXUCiION. 7XE CRI➢C�L RJ07 20NE IS EW��MENT TO iNF iREE'S ORIPUNE PpIOR TO AN7 CLE�NiNC. GRUBgINQ Oi1 E%C4VA710N �CPNPES, iHE /�FfECTEO ROOTS NUST BE SEVERED BY CLE�N PqUMNC CU15 AT ME POIN7 NHERE CRU6B�NC ON EMCAVA710N WPACiS ME ROOi SK7EA1 ROOTS C� BE PRUNEO U71L171NG SPEGIFlED R00T PRUWNG EWIPMEN� DESNriEO �OR 1HAI PURPOSE OR BY HANO OiCpNG A iRENCM ANp PRt1NMlC FOOtS N1M A PRUNNC SAW, CHAIN $liw OR OMER EWIPMENT OESIOryEO fpt iNEE PAVNINC R007 PpVNINC BY TRENCHNG EW�PMENI OR El(CAYAPON CW�PMEN7 IS STIIIL1lY PRd11B17E0. ROOiS LOC�T[D IN THE CMPCAI ROOf ZONE T�AT IMIL BE INPACIED 9Y CONSiRUCTIpi ACi1NAE5 SNALL BE PRUfIED TO A MINYNIM 0[f+TH pF 18 WCHES BELOW E%IS1WG CRADE OR TO IVIE DEPM Of ME PROPOSE� NPACT IF LESS MAN iB 1NCMES iROAI E105nMG GRADE, ON ALL ENQNEFAING OEPARMENT GFO,ECTS, iNE dTYS REPRESEHiATIK Idt Rool ANUNINC ISSVES IS TIM NVRT2, SEN1d2 UNDSC�PE ARCMIIECT, W110 CAN BE REACHEO A� ()7]) 362-17J7. B00T PRUNING NOTES: 1, ft007 PRUNINC CAN ONLY 6E PEftFORMED BY OR VNOER ME dRECT SUPERN90N Of AN WTEpN�71p/�L SOdE7T OF �RBORMWLiVRE (ISA) CEFIIFIED AR8pR151. p. NVY VpOGOSED R00T PRUNING TRfNCHES SHALL BE IDENTV'IED (IE. SfAKED OR PRINTED ON TE WSP C AGPR THE CITYS ENd EERINC i SI , E lE0 AND OYED BY N PEPRESENf�TOF PRIOR TO ACTUiLL AODt PPVNNC 3 R00T PINNINC MiIL BE PREFORYED AS fM IN AOVFNCE Of OR/ER CONSTIIUCIId! ACTINTI[5 AS IS fEASIBLE. BUT AT A MININUN INLL BE PENfOHME� PRICR T� ANT IMPAC75 TD THE SOII ASSOd�iF➢ tttfE PROIECIION YEASURES SHOULD BE INPIEYENTEO UPON CpIPLET10N Of SAID ROOf PPINYHG � li MEPE IS � UKElIN00D C� E%CESAVE NINO M!D/ON NNN E%CEPIIONAL C�NE WILL 8E 7AKEN ON ANY ROOT PRUNING ACTINTES. S R00T PRUNWC 1MLL BE UYITED TO A MINIMUN OF TWEL`.£ INfl1E5 PEP ONE IHCH OF T11E TRUHK DIWEIER iRpA ME iREE BAY. AHT EkCEPT10N MUST BE MPROIED BY fHE piYS ENpNEERMC RE%iESENTA7IV[ PRlpi TO SMO R007 PRUNING 6 RODTS MlL BE WT CLEANLY. AS fAR iPpl MF TRUlIK OF TNE iREE 0.5 POSSIBLE R00T PRUNING'MLL BE DONE TO A MINIMUM DfPM Cf IB" FRCA1 ExI51ING GRADE. OR 70 1HE OEPTN OF THE DISNRBANGE IF LESS iNAN �!-: 7- ROpT PRIINING WLL BE PEq�piMEO USINC � DOSCOfl ROOT LUTTING NAQIWE OR EGU�VALENT. MTCFNAIE EOUIVMEN7 OR TFCHWq1ES NUST BE MPROK� BY ME diYS ENOI�ENINC REPREyNTA7nF, PfiOR 70 ANT WdUC AD�ACENT TO iREE4 TO BE iRESERVED. NWC NHL PR11 BE B. R001 COYPtE7E0,IN5PECTEO AND ACCEPTFAI PIiWR 70 TNE COYYEMCEYEN� �F �NY CXCAVAIqN Ofl O7HER IYPMTS TO ME CRIi1CAL ROOT IONFS Of 7NCC5 TO BE Ppp7Ct7(p. D. EXCAV�TONS IN iW µEA 1M�E/¢ pppT ApE ipESENT NRL NOT C�USE ME iEMING pp fiPVING 0� 7WEE Rpp�S rypp75 y�ST fA1Si 8[ CIEANLT SEKpED PRI011 TO W!lII/AN1G M1N ME EXC�VA7qN, OR INp1ElFD MOUND i0 PRE�fNI OMIAGE 70 R �. IlIE W 10 TREE R0075 '�� NOT B[ EIfVO4E0 TO ORHNC WT. R00T ENDS YVST BE GVKRED MIM NADVE 5�0. OR 6Uq�AV µ0 NEYI 4pSi UIM iINII BAtlti&l OR flNAL CRAOES MAVE BEEN ES7ABUSH[p. 11- WIIEN UEU/EO APPqOPAIAIE (EA.. WRINC PERIOOS Of ORWGHI) IME GIY I�PRESENTAl1YE N�Y REWIRE A 7EMPd1ARY IRRICAIKIN SY$7EY BE ULU2FD IN 7NE ',^R�EY.MlNNG d2�71C�L XOOT tONES Of AODT PRUNED iREES. ll]!.1 � TNE ABOVE 1NFdtNAnOH 15 pIlENOED FOR VSE W PRO„FCIS NlIERE CdI57i1VCPd1 WPACTS TD ElOSTWC iREES ApE ItlCELY dt EYEN UN�VpD�BLE. NIYIF TMIS INFOPIIAMNi COYERS A VARE�Y OF ANAPONS, IT C.uM/0T �OOftE55 E�ERY ONE. 1N ME FKNI 7NERE ME WEST�ONS OR CONCERNS HfGiWpNG IREf VROTECIION ON A PPOJECT. PIEA$ CON�ACT 1NE G1TY5 PItOJ(Ci INSPECTOR li iKY ME UNAVAIL�BLE, PlEASE CONTACT 71Y KIINR, S[NIOR LN/OSCAPE MGIIECI M dE PU9UC WOqKS ADMINISTR�TqN AT 717-5l7-{717, FRQ�ON AND SEOIMEN7 GONTROL• I. CON7RACTOR IS TO PRONDF EROSIQN CON7qOl/SEDINENTA710N B�RRIER (SILTAIIqN CURTAIN) TO VREKNi 9LT�ilp! Ot AOJAC[NT VROPERTY S7REET5, STOq4 SENEitS, N!� W�7ERWAYS. IN AOqMIN. CONiR�CTqt MALI MKE SUI7ABLE YA7ERIAL ON fRIX1ND IN MEAS MHERE CONSiqlIClldi p[UTEO 7RRiFIC IS /0 EN1ER AIYI ENIf ME 9TE. IF M 7NE OPINION OF d ME EN NEER ANO LoCAI AU1NIXtI71E5 ENCF55IK /� alAN1111E5 Of E�piH �C 1RANSP TED - IM � OR Ofi AiE E ER BY N TURAL ORRINAGE OR y[YIIpJLAR 7RKFlC. 7NE CON7RACTOR IS TO PFNOVE AMD CIEAN TME SYSTEM i0 iHE SATIS{'�C110N 0� 711E plCINEER AND/OR MIMORIIIES tHE CONIR�CTOR IS REOIMftEO TO OBT/JN NPD55, SNi+PP PEpyITS AND 4NNTNN BNPS R. TME CONTRACTOR 91�LL PRONOE ROUiW[ MMN7ENANCE OF PERYANENi AND TEAIPqiAR1 EN09W Cp1iROL F[ATURES UNT1L ME PR0.EC7 IS COYPIETE. d 7HE LONMACTOR 41ALL BE RESPON9BLE FOR THE YAWTENANGE Of �LL REiENiION AND DE1El111d1 l�GLAIES AND Pll lANOSLAPE BUfFER4, iHROUGH THC DURAPON Oi 1NE PAOJECi. M1D UNlll iNE NtlRK I$ ACCFPTED BY THE OWNER, AlL OISRUPIED AMAS SNALL BE RENRNEO TO IHEMI ORICINAL CONdM7N DEWAiER1NG: I CpNj�tACTOR SNALL BE RESPpI51Bl[ fOR DEWAIEMNC, IES7INC NO OBiMNINC N!Y �ENWTS ASSOdA1ED MITH DEWAIERINC AC➢N11E5 �5 OUTl1NED IN ME CON7RACT OOCUMENTS, INCLUpNC FEES �IXt SUCX. T OURMlG CONS7RUCTION, NO DIfiEGT dSCXMGE 0� WA1ER TO DONNSTPEw RECEINNC WATERS Nttl BE ALLO'Kil. 7NE WI/TR�CT(M IS qESVdISBIE FON YNNTAIWNG WA7EH WNITY. AND $HALL ROUTE OISCHN{CE WAIEN IN Sl1LH R 4ANNER TO �OEOUATELY REMOVE 9LT Pk10R TO RUNUFF FHOM 4Tf �. f DEWATEPoMG Mll BE NECESSAqY ftlt E%CAVAIION OR IITL1IY INSTALLAIION, iHE Cp17RACTdt SMAI.t OB7AM A S��II OF i�ONIpA DEP�TUENT OF ENNNOWEHT�L PROT[CTION GENERIC PEftM1i i0F iHE DISQiARGE Oi PROOUCEO GROUNDWATER FRdA ANY 4NCONTAMINR7E0 SIIE AC71N71' (FDEP OOCUNENT 6P-621.700(t)) COPIFS Of ME PEW11T AND REQIIRED TEST q(SVLTS SNAIt 8E SUBMITTED TO ME QTY Of 0.E�WA7[R ENpNEEPoNC DEPAPTYENT. If ME CONiR�CiOR IS CON90ERINC TIIE dTY STORMW�iER SYSfEN AS A PqNT Of d5qlAftGE, PPqR MPROVA� IS REWIREO. 5. (OR MORE DC�NLS d1 p1Y DEWA7ERING PEQIIREM£NIS, PEfEN TO P�RACRMM 11 OF SECTON IV - 7ECNIUCAL SPECfICAPONS fRON T11F CONTRACT DOCVMENiS SVATER TREATM�NT PLANT N0. 2- CONTRACT �2: RAW WATER TRANSMISSION bfAIN US19 CROSSING PROJECT GENERAL NOTES � ., "._) C pq}„ � .�'y � �`` �.. J �' „ 1�� :.� ��i2 -;-; -7 9R -21Y� `��``R V �Hq ��i N � .' ��P GEN3F •.�t/��%i ' Q• '.Li � C � 6757 ; � � J� � * � � + � � f * � ` � . LL' � :� = ,�%� . � �' �O� ; W �� ,i.! � �' - �+w: '�'• F�OR�OP'�C9 � � ` � `''Si� M A�-'� �� *( �i-N-�"-``\ 63D M�n favliM'�CeTVa� Cew�.%. ,�� cn.inn�cnux°� Oh tNP<tF �uuLl D WYd. �.f / 11�li .-_ O�h _`_._ ° �y � O> h a � - a° SYMSOL�. STRUGTURE� & FEATURE� E�I�Sx PBQ�EQ QESCRIPTION rs[.sa[ p�wcsl nao uw�tb� . , . . VM'[ Y�n1Ml • i Mi i111N0 IYPE � � . � . � RGM OqECIMMI xx --► xx ., � OO YN .� �.. i.. . . , . � _""'_' �i 7 I= �� T R E E L E G E N D •1 1 .. Y � , � � � Q • , � ♦ � � m . �� . � ... � .. N � � n ` , 0 Z a W w N O SECIION IS fAKEN� 0 � 3 � 10aX URAWIN6S N w-K _ .____ .�o�•rwee:� ;, .��.�.. � . ..... . . ._ _ . _.. _ __..__. =' MwOUD Bv: YNtO H(MN17� �' �.H. ��. TEE .-T PW6 � \ M'fE VILYE Off '� Ci-Q 1' NB � 1' HB � � a — TEL �w � BM TB-tl � �� i R P� M��YOM � 6' Cf W N LINN M k I-� N' ASRNLf AM1EM ��1�t ce �1' � 1MkNN��NMN M �/ f50 Sl�/ ,./ Y l � � l /' l� —` 57 � x 92.5 �/Y `/"► �/^► J�► -4+� JF--► -}► -+�--�. �'a .e� � t� � a o Hap - ---- ftCwM Vf V/ W W W a c c a —�-_— �A1 ;w — FAI FO ONC OIiC OIIL Ol -- Dl '--- _'_-5� — —i� .. S� _"_ - fAN --- fAIY —__'__ X ___—' X _ —O .O---L7--C. TYPICAL PIPE p[NTIFIC�iIDN 51y�y,(-LINE NFE DOIIBLE-Ll1E VIPE NANHOLE, WATER TIf3N7 FlRE MYDR/WT ASSEMBLr (INCWDES V�LVE) SNCIE-IINE PYMNC, VNVES. NID flTTIN05 NR RElFASE V/�LVE HOSE B�BB / CONNECTON, SIZE VALYE VMIIT WATEF NETER EtECTRIC 4MJMOLE/VNnT TQEPHONE GBLF. AIhNHOIE/VAULT k BO% BENCIW4tK IEST BDpING LIMITED ACCESS RICHT Oi WAY (tA R/w) RICM OF WAY (fl/W) PROPER7Y UNE (R) PNOPERIY CORNFRS : IFON PIPE IRON ftOD CONCRETE Mq/UNENT iENCE, SIZE k 7YPE 8ULLIMNC/STRUCTURE PAVEMEM, SRE k IYPE GiCH fl�ISIN CIIWERT OR BRIDCE di0551NC � RQ+D RNLqOM1D TR�CKS (R/R) SICNS POIE. POYIER POLE k COM&NATION POLE SIOPE COpIWRS SPOT ELEVATIONS STOq4 WATER FLOW STRUJI (SMAIL)/ORCN, SWALE SNURE LME STORL DFAIWIGE PIPE STOflM ORVWIGE 4ANIqlE/INLEf RAW WATEN RECWYED WAiER POIABLE WATEN CAS IWN FORCE AWN SINITNtf SEIYER CRANIY PIPE flBEfl OPTIC OVER HFAD ELECTPoC BURRIE� TEIEPHONE Si0R4 DRNNACE PIPE GBLL IV CFWN LINN ifNCE TREE BWMME STANDARD VISIBILTY BIACN PROPOSEO FEATURES CfUY E%ISTING fEATURES - _ _ _ ---------- — •r �_,".,__._ i �j, CITY OF CLEARWATF.R FIARIpA t00R oRnwiNGS dR5 li/.w/�1 A + ENGINE6RINC �EPARTMF.NT 907. ORAWMGS � JRS 8/1/12 � "� 100 S. Myr[Ic Ave. �---""---- Clearweter, PI 9�758 607. ORAWINCS � JRS 5/B/12� "� RFVicinu � � e. n.�r E . ABBREVIATIONS �FNFRAL SYMBOLS PIPE JOINTS SYMBOLS MIUSfA&.E �p,�. B{�1( IRpI PIPE BIP µ�E L BIACK 51EEL flPE BSP /�pPRONIWiE ACPROx. BU7T WEID g�y BENCH WVtM gN CAST �qpH 9[TWEEN gTYIN GSf IRON PIPE dP 80TTOY a 3UB BD3- t�i pa1 8pl ►p[ tl5P BUILDNG 6luG. CpNCREI( PRESSURE flPE cPP CAPACIIY CM. COPPER PIPE fAP GEMER 11NE Q CORRUCA7E0 YEULL PIPE CAIP GEMER TO C[ry)EN C C. OUCTIIE IRON p ClFANOUT �D. EXPINSION EXP CONCFEfE �pry�, ��pE f�G CONpfiOM COND WLVANIZE� S1EEl PPL GS CONTMIWT�ON �7, NIGH-OENSIIY PoLYETMYIENE HOPE CONNECTION �pNN. JOIM J� CU&C ��T CU. FT, MECWfa('.4 JpNT W LUBIC INCM CU. IN. NEfK pEINPORCED PIAS7IC PIPE MRPP LUBIC YMD �. yp. pp�y[7�ryyENE PWE p[ OEqiEE DEG. POLWINriCHLOPoOE pYC DN4ETEp d�. POIWM/YLCHLOPoDE (OOUBIE CONINNFA) pVC-D ONOa='�� DUC. PuSM-ON JOIM p� dNENSqN qY, REINFOf10ED CONCRETE PIPE q�P ak�� OiSC. SCHEOULE SC1/ DRA'MNC OWC: STNNLESS S1EEL SStt EK)M EA, STEEL P1PE STL FI.CN WAY E.W. 11E0 .qIM U FACN FACE E.F. VlfitIFlFA CUY PIPE y�P EIEVATNIN EL., ELEV. RESTiWNEO JqNT p,� EWIPMEM EIX11P. WALL SLEE�E W5 E%ISTING E%IST. WKL PIPE (WrtN WATER STOPJ WP lINISH fltl iW15H RODR F.F. °1�x'� °�". yALVES. FITiINGS. EfC. FLOOF ORNN F,p, r"�l� r'y' ACTWTED BUf1EliRY NV.VE IBFV � � AIR CLISHION p1ECK VILVE ACCV OR�DE GR. NR RELFASE VALVE Wty NN.71 H. ,yR/VACUUY REIFASE VAW[ �ypy NIGH POIM HAf. g/�1 �CK VALVE gq4y HICM WATEA 1fVEL H.WA. gu� yµyE � HOf120NiI1 NOR2. BLIND fIANGE gf HpiSEPoNFR HP. BURERFIY VKYE gFV INSIOE DUMEtER IA. BUPofD GEIIN OGEWITOR BCO IMERNEDMTE INT. CNECK VAWE, SNNNC/CLOBE LY 11NFM fODT Li. EIBOW ELL LONG LG-. L. EtECTNIC VALVE ACTWTOR EVA LOW WA7EH lE'/EL L.W.L�. ElEwriED GFM OPERAtOF ECO � �� T' FXPMISION JqM [J ��F M„ FIRE HfpUNf M wwui�cruncn MrA. vmiNC Rc �� - �IANCE iLC �I�M �• iIANGFD AOMTOR FA MECNNIIGL MECM. FLEXIBLE COURMIG iC MWINUM MW �� y�� , GOUMEO MTD. CLOBE VALVE cL NOANNN. NOM. �µryE5SE0 FIINGFA COUPLING AOAPTER lIFU1 NOT IN CONTfNCi N.I.C. F{ypqA�llC VKYE AC1U.{TOR INA NOT TO SfJ�lE N.T.S. NfqiE CA7E VALVE KLY NUMBER N0.• I YECWWICK JOIM 4J ql CENTERS OF. ORIFICE PIATE O P. OPERATOR OPER. PLW V�LLF py OPIION OPT REdICER R[0 OPPOSITE OPP. RUBBEP iIAPPER p1ECN VALYi AFC OPENING OP�dO. y�[M CHECN VALYE 5Gy OR EWAL 0/E 5p�[NqD VALVE SI OIff51DE OVAIEiER OA. yµ`{J�M RELEASE VKYE yRJ PUTE Pl. VAL�E 801( YH eaw �: EQLIIPMFNT D �I -NATIONS PRESSURE PRES. rIR RELE11iFn ApC PROPoSED PROV. lyR SEPARATdt A5� RWIU$ RM„ R. AMMONIATqi �y11 REWIREO REO'D. MJTOMATIG STRiVNER AS fMCM OF WAY R/W, RA.W. �'L� �'aY PUY➢ � XOOM RM. g�ENOE� BL REVGLU110H5 PER NINUTE RAM. BLOWER BW SCCi�ON SEC. BRIDGE [RAfY Bq SNEEf SH., $HT. BULN STaRACE TAW( BST SIDEWNA( SDWK. CHLORq1E SOLUlION PUMV CSG 5�� S�. CNLONME FEFD VUMP CN SPECIf1GTI0N5 SPECS� CHLONINATOR p1� SpIME 50. CLOSED COOIING WA7EF VUMP CCNP SOUME F00T 50. R CpNpRE550R p/P SWNIE INCH S0. IN. p[C.pS SEPfR�TIXt p0$ SWME YMD 50. YD. OESSIGWT ORYER pp S1MlMRD 51D. pRKT NBE MIMER DTM STMIOARD pMEN510N AA(q SDR ORT TMlK DT SiAiION SU. F�N STMMEiRI(YL y11AN. E%CAN40N TFIK ENPT lEMPORAFlY iEMP. FlL7EN F TMICK iHK RAAIE ARRESiOq Pq TNREAOEO iHO. FLUORIN�TOR iL 70P oF CONCRETE TA.C. c�5 MOIDEF GH TOP OF ,9(AB f-0.5. ��RATOR C�N Q7ANUlAR AC11V�1E0 CARBON LESSEI GAL �� T�� HEAT E%d1ANCER HX UNLE55 NOlEO O7XERMISE U=NO. Hldl SERNCE i'UNP HSP uuravw�cr w xasr n VERi1G1 VERT. ION E%q1ANGE YESAL IE VEM Vf_ NIXER M% VEM MRWGN ROOF V.T.R. MOTOR y WiISTE ACiNATEO SLUOGE W.AS. �EN LOOP COOUNG WAIER PUMP OLCNP WATER IEVEI W � OIONE FL�SH REACTOIt Oiq WFATMERPXOOi WpF, OZONE GENERATOR 02C WIDE W ��MATC E.ECiOR p[ WITM WI PONER SUPPLY UH7 p$U PVNP P 3DE SIREAM PUYP SSP 9tENCER 5 STORACf TINK SN TPNN t iRANSiER PUNP �p 1ROLlEY � YACUUN COMVRESSOR VC VMORIIER Y WASNER �y ��(�pll IECEND IS FOR CENpL1L REFFA�lCE NO7 NL ��, �� . � ��. �. � NECESSIpJIY IISED M T16 06qN, C� � E SIANpMp 4ECQp5 WY SUPENCEDE 7M5 PROCESS NOMENCLATURE 1101� !� O�t /611Y.S� NR, WSTRUNENT SIIPPI.Y N NR PIPE NR NR RPE - ATMOSHERM MR NR PIPE - HIQH PRESSURE PROCE55 MiP NF PIPE - WiANE PROCESS AIP Nfl PIPE - I.OW PRESSURE PROCESS ILP /JIMONU GS AG MIYONN SOLUIqN A$ BASIH ORIIN BDq BYPI55 BYP CLOSED 100P COOUNC WAIEP. RERlPN CCNR ClOSED LOOP COOIWG WA7FF, SUPPLY CCN5 CHE4IGL DRNN COR CXLqi1NE CAS CO CMLORINE SOLVfION CS COID WAiER CDw CONPRESSED Alk CPA DE�ONIZfA WAIfF pfN OIlVf10N W�TEfl OW p4NiECIED W�TER pw DRNN OR FRIUEM [f� E%IW/5T (GS) E%H i1LTER EFfLUEM FE fINI5NE0 WAIfR iW FLOOR OW1N N FLUORIDE SOLUTIIXJ il fIUSH WATER RW CAC B�CKWASN DRVN CBO CAC 9�CNWASM SUPPIY C85 G1C TRFATEO WFTER C7W CASEWS OXYCEN WX CASEIXIS 0%YCEN ECONON12ER CO%F GRWNO STOR�CE lANK GST HICH PAESSURE STFAM 11P5 HICH PIIESSUNE WATEH HRY mvwwuc nuio �r NYDROGEN SULilOE !Y!S WFLUEM INF MiLVEM RECYCIE Ifl uouo oxrcu� �ox WBPoC�TION GRFASE LG �UBRICATqN dL lp MNN ORAIN YDR YICROFlLIRATION 4F YI%ED LKK10R ML NRROGEN GAS f�tl NI7ROCQ1 SUPPLY CAS NS NON-PDTABLE WATER NPW Ofi G�4 o�C OPEN LOOP COOUNC W�TER, REfURN OCWR OPEN 100P COIXJHO W�TER, SUPPLY OCW$ OVERFLOW p� 02pL1TE0 WATER 02W OidlE OiIS p,7 OZONE PUqCE OZo OZONE M7EN SVPPUER p55 PERMFAtE PERM P1AHf W�TEA Wff! PIANT SERVICE wATER PSW PoiI�[ W�iER %y PoTRBLE WATER. COLO PWC PoT/�BLE WATER, XO7 pWH RAW SEWAGE �t5 RAW WAIFR �W RAW W�TER SIOESTREAM pW5 RECIRCUTAi10N PUNP RP flEIXNMEO WAT[q µ�y�y NECTAE REC flEJEC[ p[� REfURN ACTNATED YUDCE RAS REfURN EFRUEM WATER pEW REUSE EfRUENi WATER REEW RO REJECT RE.I SE�AL�WATER SE�Y/P SECONpVft' EiRVEM SE SODIUM HYPOCMLORITE WOCL SUMP PUMP DISCINRCE SPD ��E/D WAIER � VENT y� 6EHT, CHEAIICAL VEC YFM, INSTRUMENf y� WASH WATER WAW WASTf ACENATED SLUDCE wA5 WAIER, CHLORINAiED PIANi EfFWENT WCL WAi[q, p511LLED Wp wEtl WATER W�w SEVI OR/JN/$NIRART SEWER D swrtNrr scwcn, cw�wtt su+ SWRMf SEWER FORCE IANN FM II�MItlEk STORM ORNN SD STORY fLOW BYPASS SFB STORNWATER Sy/ INJDERDRNN �Jp �,R..�,IIa ELfC7RIC G9.E/DUCT BnNN E NEL LINE FL FUEL al FO FUEL OIL REfURN FOR NEl Ol SUPPLY (p$ LOW VRESSURC IUNRLL GAS LPNC HOTUML GS �PNf. tYRURAI. C.�S LME LiNG i� flBER OPiIC Fo 7ELMSION CABLE CAIV ��_ .�yy� �' � +�t� �{ � � 3". ..,. � # �`� � � @ k ' Y� S•s "� � R � , � �5 . .. F. � f �� ,_�.;!�:. - �� ` � �� C� - � i: � WATER TRLATM�NT PLANT N0. 2- CONTRACT #2: RAW WATER `PRANSMISSION MAIN US19 CROSSING PROJECT I,EGFND AND ABBREVIATIONS VALVES. PIPES & FITTINGS (SINGLE-LINE) SYMBOLS DESCRIPTI�N IS I PROPOSED � � � � —��— � � � �fn� � � � • i —i�� • � � . '�— �— _ : —�� I �— � �_ �tF— UNCtASSIi1E0 ttPE AS S110WN ON T��E ORAWINGS MIACFNT TO SYMBOI fIOW METER TEIESCaPINC VALVE UHION (VN) WIG( CONNEC7 COUPLING PPESSURE CONTAOL VALVE 6�CNPRESSURE SUSTNNING VAIVE VALVE WITH HOSE ENO VACUUM VA�VE CAiE VALVE KNIFE GTE VKYf SILENT CHECN YALYF (G108E SiYLE) 9LL1 VALYE J-WAY BLLL V�1LVE {-WAY flLLL VALVE CONE V,�LVE NEEDLE V�LVE PINCH VKVE qAPHAAC4 VALYE BUfTERftY VALVE PLUC VAIVE VALVES. PIPES & FITTINGS (DOUBLE-LINE) W iR�MS KQ (111NC5 �G� PIUE Bu11[K Y GECC GrtL1t CpF1+�oNWwC WaK VKK IdPIFR ��D4 1�1 M N q � 3D4 D� M � �•SCCUOM t[/lCN �/ qE1111i1CA1WM � `�_.DRAWINC N0, WNERE SEC7ION IS ORAWN SECTION TARGET SUBTfTLE (If REQUIRED) SECTqN LERER IDFM61G7N7N � � � A SECTION -e � DErNt IET�ER IDENTIFIG�TpN 1 DMY/ING M0. WHEPE OEfNL IS ORAWN DETAIL TARGET SUBTITLE (IF REQUIREO) D[1NL LERER '°`"""`""°" � D ETAI L DR4WINC N0. WIiERE DFfnIL IS UKEN �-$ SCME \`��,�4��P�H►If �;;,,, �� pp'`�- qk ��i `�� . � N S F • d�� /i �. `.G� .� , 0 67573 '� * � � � t � _*�y �� :�_ i �t'• � STAT� �F % �tl � . ,_ � , , ♦ ♦ � ��.--.e�.`.-.ELARio�� __ _ KM� - . . _.� �, � __ co�"is°m�if��OPi — an [r.on[Ex ��a.n o wurw n.a ��nn � oert _____..____ Ol5 � e -� _ --- , . . __-' ... _ - .. - ` - • - ' ' " . ---�--� = �__�^ - - . ,. , '�rr -:,-.-.,�..-� --+.�r.. ..�r-'�'---•. . ��" ��" , " .�._� ^. / (ENTRANCE) `'" / , „ , , --------M , � , , � _�.__ � . - ,. . _ t. ,_ �_ �:�_�,�:�- , , - --- - - - - - - - - - - - --.- . - . - -- -- - . . _ � .. _ -- , _ _ _ -- -� .. , � . � _ - - - ,., � . ' _ _— _ . .---'-.F-- ~ __ � � __. _ , ' I 1` ' .y � � I �-m--- - � -` .__ __.� ' . , f I .�$- -tM► _�_--_� ...� _ _ _ 400+00 J 4Q�+00 ♦ �' " a02roo ' 405+00 j j 404+00 405+a0 . �-� + �. � � / � i, � . �_ � �.l-' -�:—' _�' - - ' I � N ... �.. ,r - � —:- - �- - t-- - -� - —�.' -1---- - --}- - . —�- . F - �- ' 1 -� +— -F-� - � _ � —r_ � '3` ` DREW STREET - "'�""'°"' _ . V ' Z w.... BEG1N GONSTRUCTION �yq.E��p�,�jJpt�NCONNECT .. . � I ; ' � .�ti� O� REMWE E' PLW k 6' BACJ(WASH HOPE DN9E / � . � �. .� . � � . � � � COWIEC7 8' CONCENfiNTE NOPE OP9 ' .. . , -- . . .. . I � 4 J' CaN01MT NOPE ONB , . j� (%�* . . . � �.� .. ' � . - 22' BORE/IOiF w/ 6' fl�t1M/Sfl HOPE DRB . . � �`+rt h . •. . , 9' CONCENIM7F IOPE DRY k J" EdOUR 110PE DR9 �. . I SU 10�171. 110� flf � 1�+ �. }sr - � -. .... . „ .` , � r � - ... _..__. � �. � .. ,... , �" 0' k 6' OATE VALYES I Z �rYy + ��..��tsGiLi �F��_g J � �+g , �DPE � , ' ' � � �. . x ' � �. _ ��i+p�.tZr�� ' . " "�..��' " '�� ' '� ' - ' � ' _ ^ _ _ � .. � � .� � . ... . - /� � .. ��"�� . -_ '_ _ -•- _ . __—___.- .... . � . , ; � . .. , � , . ,. . / �i � • . . � �// / �'. � ______,�� _ _' .' � - - �v � �- _ '" 1 _ �� ___ _ ___ _ --_ - - i ' �.2 '��-----�------�_: ��— . ♦ ___ , '� �.. . � ; ' a ir rxcc ., ; .. : , ��= --_ � _ 1 � r `_� i NE ` O . . ROOT P0.UNWC ' I g' �\ . � '�� . � . J p� . , , I' COnCEMRAT£: 0� GTE WLVE. , �i . � .�. . � . 1 V �� '--�� ' • ,t_ - , � ' � i'4r c� . y �' BACKWASN. 6" WiE'VKVE , . .�I. •.. '�i ' 6� B�C�M'ASN NOPE ONO -_ � ' • � . . � t J' CONWR (B! OINERS) �'� . , - --�� . . e CdJBIH�TN7N NR VALVE ' � � . �� C20 fOP BICKWASN PIPE ' - __ � )+ � IEOFN�. � . .' e ' � .: � 1 Q--- nac aoor rmwMO �j'E'�nerc�oa To caoxo�wtt wnn mc xm as a.u+nwu' nc wim wunwl c�o �rc r"�re , 1 ""`°"' ___ _ � --.e. nsc wueaoc a nc rc-+� ra�na � � � �ru �aec on tMS s�cv wsr t� ansoc a swr�o n�o sc� e• caNCCmnnr¢ Hovc aec ( u fecaww a rceiawn nra� oo ar wMOq �r ew�a wa� mn . o , � �o„ : PNFLtAS CpM1Y R/5Y CONSTRUCTION NOTES: B. lnslollolions involving c crcte und ospholf Jrivewoy, in good conAilion, musl Oe ocwmplis�ed by Jock una Bore or p�shing. No jetl�nq will De fepe�mtolive I` anwn mu�ol�olNOqream�nl regarAing auch matkrs a e.lent ol roadway lo be overlaid altar potc�ing, the exlent ol ariveway �. ��tyij�p �oOdllfly povemmt ia nol to be open wl or OisWrbcC �II ulilily crossinqs shall be by direcliond AriU per fDOT utilities accommodotion Ilowed. � a comp«t� ro. �t�e Doeltal ehM compy � M9M�0 t-99 i�OM[). 16. �w.��a:a�. a.e . a� c.cobw�a rw �w auw wu�n s �ee� a u» eeq. a ��y r�..�wa c�n�y mAwuw.a .o,e.uy. � t. M wom+.a .w� rwd ca�qy .An u: iaor -rem.e� o�, v��a�p^ monual" 0.e. nam)� �o. asrwnca wae .rAM ina .qM1t-W-rer .a ue con+oa�ea b �oo�t a �.n.;�..� sen.ay aw seeeee. �7. siewdk cve ,arryn aM..eee y 1M ceiui��.uon rra ne repwcm Oer roor 1.10�� OOf eu �yq N 1 B. mitl 1 0l �nl:an OhclW Ihe M UM IiMCA oN do SloluNS clion SS.1.6D el . and 11y � 3. AN riphl-N'wvl MlWOIb» rN M aceadanc� w�M pnclicn nNr.ncW M IM 91We ol f1or10e UlMala Aaammodolbns Aronuai � t. do �ot dhlvC �. undaban a►IVm s�nl�ms �1 /AUNbn Oe0 b d�WNW. conlact Me sre "r�pacla .Nn 1M pwwlls� Counly yM�ar the 0� n t �s ro Wa+� s°Ml' � w9 ) a�WK� � � Ap Mrqn aM cenalroo�im� musl caMpm to �Iie �ninlmum sWnda.d� wt do.� a PM�sNos Co�rly bnd Ar+do{�nt� :oni�V and/or re�olee ordnancas. Utamtmvit d(6�-5900 �or asN�tann. SafNr orb IMWIA �Wbn E�cwotqn SoNlr fia�do.M (?0 CiR S�elwn IY 6.650. 9iRqorl�p) vNU� �hoM oppp b cw�sln.cGOn, upwWion ure oM m�Kmum Iaalin9 Irequency nq�:r�nla 12. Re�laalbn W cuA. �IraN. Orlw�oy� ond qoc�m�nl W sa6 NM W comp�tW priw lo �xwrolbn NwlNq M� wwth�r oo by �aM coMfxtw. mwn �nonc� prwanl lo llw yvm.1_ y. SMp� cn0 OorrkaM dW 6e� 4+ x<atlonce .iN 1M U.5 Mpert�rn� d T•e��palo4on�� 1b�� d tNWxm Trq1I,c Comrol Derkes" ona the iloriAO t S Ne ,tockp?rmp o1 mWniW In roa7wqy o- ah �iMwvlt W 6r1 oM tla0ris .J M rmwwA hom job fl� doiy roodi end a�AoroRa le be wepl OaNy 79. iype ef fa! �eM lo rotare ow�er �moNteinM Nee N rIqIN'ol-»oy qroN W wwW�WeO wflh oMnv. �i DSMwpy er T . tvenu.ay ard Trorm o.ayn e5 wlaa' e+ae.ea wo uropn em (k1M seKwn.)- a■ yori a Soiy o�.a�-w� so. 017 wr� .hd� es c/ard ruAeuc �w .rcu«, o�N�den a ur Pw�n. cwnry l.wcc aw�on. w waa� �e nar oa+ona cowa+netwn i� r.pune. n, s. sal. p�ideftran uoi �a m ee meiuo.+ae at a ums:. is. Mry Penwn er u. reeewr u�o� w.loN,. ae.a�w caowcuon nb�w epnoq.• h �n. on�do� a rUr�n cwmb M�v�r ��. waM w zi. n,. .sNerauen e� pa«nrd ay.n oR. .nd� 6� P ecasae�c..w� ve wan 1�z9� vlw�inq ur w.aeb n opuon (ss. acer a, Wena). ry �, �yp yew�k �ht� prpm�� unAS�mNstl mw1 ee emoveU o�e rey�o�ve. sae.oiks ore !o Oe re_onstrucleC wilhin lhree (3) doye alter removol When et eafVactar �p�nw �n o manN sWO1Md tr/ Fi�Ma� CMyNY�q �1��. 27. nM neaa� �wnrd Yar N mi4a aM nawfsred. WnU� b!e ni�4nwn 25 fM b weh t�M el IM Snlurbal weo fe� e 1�� wn. .wa tw �t6Urp �IMMWM h nmwee. R� te ba removed ta �ne �eo��si �o��. is Pr r m cannraK.m.ni a.at .�w/« a+� a san w r.��amwn. c uraqn e�.wa-u�rwy�� n � eeuMr WM�r aron�M .aen ar �e�.e. � S].la�w ekwn YWI nol «e.r Ar W har a Y:OD om a 9:OD an and 4:00 lo �-0G i� I e COUlIM110p AW a ( a I CIO FOR COMCEMIMIE . w � _.. _ . . .. . . � L�j 3�J . ._. . . ...._ -_-'._......._..___ _. . . . . .._.-__-_-- _._.. _"_:�..T CRAOE (OVFR CL Of pPE) . . . . . . .. .. . . _.. . __.. __'_�.�� _"_' .. '. ..__.__ - .� _ i�o��N CfD U. ' ^ 6` �ppE pIN - .- - _- - - -_ � I � - Y MCMNRw ICrf Ml ` -- - ___ _ _ � _ _ � �. ._ ._ .- � _ ._ � �.� 30 — — — -�- — — — — — — _ — -------- , x _ _' '. . _ _ .__-_' ' .. . .. ...... . . - � -' _ . . . f . _- . . _ .. . ... .. _ . ._ _. �. � - -_ � A A raR I6' S v a � f�14 YM ... [.Tl Il 11' WY {.-_ 15 :'� �' COVFR �� ` txryl ti �:l 'kYINAII �NN't � _ - - ■ ]+.7t � ' � � �P' SIItRU l- _' � 25 _ rt=2] �i PMOIRi MMKY 6' 2�J � e• carccnra�h �not ens vnact rwur �• vENtiCAt �1tON. ttP A[wvic e' awc t co�[cr �cxrrx f[w►�noM. iw ° s• co�ccM�we xarc oas - m� r ca�rr � r � � ___ _ _ _ _------ -- ' , 20 _.. -- _ -- _ -- _ _ . < ! I 0 r a�ownart evc ai. n E' k 6' MiC VN.MS ��j � ;� 15 _ - - _ _ __ _ n� earmai .�_ . _ _______----- -- r r a�c� wx aea, I e• td�tr�t[ �v[ ao R 3' MWt {IO/E OIIP � 10 I `��i��i��/�� « � � � � s � � ' i � i `��`�`��PR"e roHF N� ��ii -_ f _ _ _ -- _ ,� -'� ; 5 _ ____ ____ _ __ , .- _ � � • L �, � . � w �47 `�c � _ , � `• o ' ___. _ _ __ -- -- _ __ —_,�„��. � - 400+00 401+00 402+00 403+00 404+00 405+00 � / ' W � i � � r[ � � ' _ � � ; � �o• ry / , � / . � e � z. 4� N �, 1�L PNO1tCI1Qlt.narts roa�tt...otr unJn PHO.ECj_Pl�'1� /� w I p i Ihe conlrocla will Ce res onsiDle lor adherin lo WI tree proleclion m ures required by lAa Cily ol Geaiwalr's CoAes, Ordinme<s md Stondad Speci(icotims. Ih:s xll include dl iree Barricades, Rool 3) �he controclp A tloq p pdnf d paposa0 �aol punip, p�r Ihe approveA plms or os requ'reC Dy Ihe Cify ol Gearwaln's Codes, QO�.nances anA Slandord Svecil��.calions These 6nes musl be nfpeclW an�y'�^-,� �+On��, � ` �� { � Pruninq and Tree lrimming. lhese requiremeols arc requircd wilni� lne�specilied 'Limils ol wo�x,' ond nil olso include all amas wnere I�e Contradar and/a his Sub<onUaclor's sloqe, stae or pod opproved by Me Gly Mye:lor pb IM cammpieammf W my rcal pmning. ��-s � - �p. p � • equpmenl, malerials, debns ond vehicles. / =5 VERT 9) Priw lo f�Nd e�q�qn IMilnq y1a4 it rM W IM ean4alar t responsLility to reHew Ihe polmtial impocts to eaislinq trees wilh n�s cerlifie0 arborisl, and indude any and aN raelnnenWd Uee proleclbn 0 2) NI lree Trimming md Roat Pmning done associaled wilh Ihis propcl will Oe done by or under Lhe dired superrision of an InlunoGonol Socrcly of Arbwicullom (ISA) Cerlilied Arbarisl. meosuros in hu pppood lo moddY ��e aPP�� 9'� �hs Project Monaga musl approve ony chonges !o lhe approved design prior lo implemenlolion of said chonge. � {�,�,� , 1 4 1�/ f f � ' • 4 s`y.� '�� ',� WAT�R TR�ATM�NT PLANT N0. 2— CONTRACT #2: �.�� v�a �R ^ � . 100% DRAWIN65 . ... _.....__ � ' �"� N r w r� i r � ... . � � f C I T Y O P C L R, a R W A T 6 R. F I A R I D A n�� P 0 1 2 0 Y� 1 l 9 0 1 2 ! R 3 w � e ��... Q1002 DRAWINGS � JRS n��o/�� ENCINEERING DEPARTMENT , R A W W A T E R T R A N S M I S S I O N M A I N U S 1 9 C R O S S I H G P R O J E C T ,,,,. a,,,,,„, ,,,a,,.�,. ,,,,,,: ,� —�— B.90S DRAWING$ JRS 5�1�12 n=- � �ioo �-i�rrei 3768 REW STREET PLAN AN PROFIL �� - � -�� - � -` eer er, � D D E � n �w o�a ___ -- _ __--_ __ -- � �rwi,�e�i A:607. DRAWINGS JRS 5/8/12 ay -� '�°�`�n« ..--- --�,� - REVISION �" �'"` ��"LW (STA. 399+80 TO STA. 405+�80) „ ,� ,�„ ,.o a,,,�„,,�,,,,,, � i i � � � i US 19 CROSSdiG NOTGS: - I) TM Qs'+7yn M IM IWlC11o/�W tlri aasa'nq of US 19 woa prepareC Irom Ue Ueat wWOWa utlWy br.aliM nnd ae-Duitt in(ormo4on Tha rontro<lor ia oOv�aed ��al Ne evocl bcolim oi qie 17-inch ilorido Gas Tronamiaalon (FGT) qoa transmifaim ma�m m �ot knorn. b-buill drawinga lor �ht ya� lran�w+FSaian nw+i drOklinq holZO�IM e�W verlicai locat'wm m �ol Ce � rewd by ilmido .^rw irpumb�ien. 2) p„.ol+nl,o��i� q 1�MG<rpawnq `� US 19.�h,oM�iattor��'ll�ld � dne! Q � FGT Io oMdn IM koA<antd nd vsrtko� Ixalion of the tI-Inc� qof lranzmiseion mafn �I Ihe lacation �� dAir�A tho� that hown on LAe nstrucUon plony, repuiAn9 a�� ol Uw c•cw�nq, Ne conhaclor sholl provf0e ly d G�q�m o m qn c papnrtd. p tM beoUan 1 1hs ye� lranaml�aqn mdn eaMel W eo�f]rmed, Itv CwH�aota MoN Isnpaa7y Mn0 �rk a+ lhe ue�Mq W+fN dl.�Nbn� un r<cme0 Irom IM CISy aM Enq(.mer. lr�l 1 1 / , / /F. � . i.� . ,/ - �1 . �� . . , , aos+oo U _ _ '�� _� � �� r.. , . ' WI _.. N �� - 1 c=i�•" ..� . � � .. � i �-'-----r--� N07 NOtES: � t) Hort:o�ioi o�� w�a ararn ta tne 23 A1a.imum r. m r aiometer9Miu 6. x2 io nes. meuod or irotalbcon 3 EnUy & E.II P'M1a are aulaide of US 19 Rtght-of-WOy. � �'4t oo , . . snra0 II �1" ".—y' . _i.....t._' 1 � -_—�'--� : '�—'�_! --i- -1 n I I - � U I ' '2 i �� : , o - W � .. ..� . . . �., f �. _... W I � _ �i � .. ` , � � -+ _ � x � � _' �� . � � � . _ � ----� I � � U � . . —�-._----'-- . . - �� ._ _ � '','�, � :. . . ! -� �==� - --- - t�~`` ' 1 , � f -'� � `,\ i � �� _ . ,.—� �� i! ��' � I � I ,. . , � .. f � i � /, � , r � � I � ' ,' , . J � ` � � ' �' � y �� '.� I � ... i � .� � �•' ' � •,•. � � /- � I� ' ` � � ( .. � I)ML w011N 01 TB 9EIf M'iT'� SpiOUfO p11�F . \ .� f` . �� ... ... I 0( 9PIIN6 7RM�IIW Sfil50N (BEWMq.Of RapYW'/ 1 „^- , y .. � . . . f nROOai ao ov wacrp �i emart Mdpc raa � . �. � � �. � j r� . . PINEI'VS CWNT' R/W CONSTRUCTfON NOTES: B. Inatallal�om invohi�g Concre(e ond aapholl C�mray, in yood coMition. muf< be accompluhed Gr Jock antl 8are ar puahi�y. No jefting rill be � ry I. Tne ezisting roodwaY vovemmt 's nat la oe oVen wt or d�etur6ad All utilily crocsings chali be 6y direclional driil per i00T ulililies occommoAation aYO�'sA, 2 A7 prop�pep .pf� t Wy w'lh fhe FDOT " A. 9. CampeeWn Ix McNip aAOtl tempy vNh AASNfO T-89 (100RI� 16. � � Mom a�rot:on �w�+�or f nvm) io. o�siwned a..o .n� a,. .t�-a-� .M a �w�o��w w iaox o� ma.mwm a�r�r e�w .oeu.a. ��. J. W nqM1t-of-.q .uJOUaUons w�l b� h aeordorme .A pxLen In�new in IM Stal� 01 fbrida W�id.� Ac<orrvrwdolw.�� Manual, i t. de no1 d�Hvrb unperpoh torm ryHerm. N ralra4on bed �a dblwbed. e txt tM wco i�spvelw .ah wv T�nebs Ceunly Wpn•q 16. o� a M mW cantn,cl:on muN confarm b IM miomum .lendar� cat dowa w oMnb� Cannlr �d dmkprtv+M. d ° dpipi ia:.q an /or reWted ord�nances, D�porlm'M A�81- Ip mWfa�e� md xr„m �e�unq �reWenc7r epu�.an�nd, t2. Rnlwolion d cvh. �bn4 GM�+ f� oro pqes�e a.oe .naa b� wp1.w priw �a <woro� m.tNq n o�.ofnn. a..n y wn,e aroct«. 5 Sp ond Oarrkpfaa a/wl1 b� fn oeewdenea wHA dw U.S. Departmenl ol TranopoAOlion's 'Nanual ( Uniform 1roHic ConVOI Devicea" and the Flo�itlo 73. No abekpibq nf moteeW M rood.rry u pn fMwWk; yl A;r� yoy deMh riY M�mavW hom job aih doay. �ood� anp �ipnrolk� to W wrpt dopy �9. beawlmlM W TremOaMlian� i2ood�ay ad Tip111t peaign Slo�Wardi Indexw 600 Mrough 670 (tot<at etlilbna), p, pbrl uf dmly kon-�y, Z� 6 i9�� dnbion trolfc ia �O Dv mainlo(n.d o� oP lim.s. 14. Mq p«uon d �h: .oad.a� lnol w.�aRrs ..cn.iw cwvucuan .Nc+.d emrwq.. � �n. opiieon a rmaoo. Counb �++'ar �v�. .n� a z1. � f+ 7. Mr a.dewoN� h.ch bacomea rW�rmb�e2 mT! w rv edeo�ntl eplac.d Sdewaiks ors lo be reconaWcted wi/hin tnree (3) daya al[er «mawl When ra�v� d cakroeter ry�np M o�.+�ww spaca.ea by Pinalwf Caw� Mph y pepytmeN py ex(M.rp �«bMOl4 is removed. i1 i� lo Es re ovad to lhe n reslr �o�nt. 15. Prlo� b eonanene�msd ul rwk end/ef pbl b qlast of �nbralbn, eootdnol. Ih�0uq1� 'wah-tiuouqh� rllh r�,,.aa. cou„iy w�..,ey ��,,,,ne a � ' n: . � � a i � A. � � $ a h � T �,�„� -: U `� Z � � Q - �--- Z O LLJ N F— M1 � �— ,C �� c.,.� � i� ¢ . N � � I . . J��M " /// .��.� . � I J ) �� , \.J �� ,1 / ---� RILC IIOOf PIOMA � � f! '. .� / � sa� vcNCrw�nON (scc ofuwu�c co2�:rort oErutm oEl ' / � to �nwr� mutual oqnp.�M �egurding suc� �ten oa e�tent of roodroy to be ove.lofd aRer patchirq, the e.tmt o/ driveway oancM�, d[. liws� OM p71 �ROVM(am aholl 1 MI(Nn 5 Teel pl Me �d'e d poYarKM olong ony Pinellus Counly moiMOined roodwoy !on�* d'nlwbsd q II�M conNr�cfiwi Ywn h rqJOCW Pr /W7 Y�� 30� p s olbnUon ia dYMw! to (M pterl�bn� d IM I�MK11 ad�(y oel (�Fn� Stolutee, $ection 553.60 et. a q C ond the OecuOOtbnai �.onn �a�:,w�:u� t.�ow�� seay sco�ea.e, (24 CFR S�elion 1928.650. Subparl b) which ahall opply to onetruction, oparalion ond Owswrd lo lMt p�wmN. UfOA IO f�OWf� OWIIK-fIqIMGIMI) W�J Nf �-OI-MOy ��1ON W COOld1101�d �'NA 110f. !1 M cbrd ithoul IM wiflm ptrmixbn IM P'srlbi CauMr Tmtfk CiolsiM. al ke�l b Iwir ad'� emrd:wlien M epWred 7+ ol po�frn�nt open 1a MA' M h accardan� Mh P'C Yd�� /I281 otWtrq IM IIO+a4M MI p�� (pa Mlnil en �en�) powm.nl Mep be mllled pq .avlay. Kmil� to be mimmum 25 IM b eerF �iG o/ W 6elurtW am fw e IuA bm� wMth la � shup not ocsw duranq IM pwk nwr O�s ol 7:00 om b 9.fl0 am uW �:00 an b 790 nn. . . .. _. . � . .. DfISiWC (OVER CL Oi P1P��... __ . .. _—'—'_ . _ .__"..___ � � �� _ _ �.. ` _ _ _� _ � ° __ ' — , — — ' — — — -- -- - — � _ — _ _ ° � � — — _ T _ _ — _. __ ' '1 � _" ._ — 10' SAN n1J � .. �IEf]5.9 �'' � ' IB' STORY iE�2) )S ..._.__.. . . .. ..._ . ,.. . - _ . .. .. ... .._ . . _ — "' '"___—_" iEa3B 63 ___—. ___ ."___ — _ 4os+oo _...... . '. .... ... 407+00 �i� Y IE=N `�?' STORN IE.iS � t0' WN KHfN'.LL SFFARQIDN n- eoRr�a� wr r sr�neaH w►c o�,s �Biit�lr�ctt iorc oRs t Y CoNalrt NGPE OR9 408+00 J PROIECIION NOTES FOR qiY ll PROJE � . <]$EE A�j U(I TY Ci PLANS �� j�f ,� i) The `ontruc[or Wil be responsbla la aAix�inq to oP lroe proteclan meosurea requrea oy uK CiiT �i ' s CWa, pd�mces md StvWud $pecl6cat'rons. Thia wAI hduae dl Tree Bardcodo, Rool � -.' -" '*< ^^-' ?^^,e �_;�-'+_ �., n e reQU'red wllhln Ihe specifed tMnils ol Work, md�Ki! dsa Mdude oq weas rhra tha Cmtrata md/a his Suhcontractors etag& store a park ea�P'�mt.'moisials, ee6r�s md vehiGei �- p 2) NI Tiee Trinminq prrd Rool Vrunin9 dane ossociated wilh Ihis projed riM be done by w un6er the direct wpa�m of a� Inlernalianol Sx�ely of futaiwlture (ISA) Calified Mbni�l. 3 � ISSUED fOR BIO �; .�,�.,u.. e..�.. — •� ��,� M — '� �, CRY OF CIEARXATER, f7.ORmA � ENCINEERING DEPARTNENT � -, —3�— ` -- � F ]00 & YyrW Me � .rna�n � = � Cl�erwnl�r. il 33768 n 'T�1R— --'�ziF— REV{SION o�rt j,]ti' STORu ER15 ]2 Ifl' � M" 11M 'Afl� NEU) ��720 E=22 10' WN --- _ .._ ---- ,x• cws k-( M.� (PWCitlL DEEPER TMAN SMOWH IN PROfLLE) � JO" S]ORY .. ...��- - J �E=]5.� � ' _"___.. . ... .. . 5(CRM 5� �`\ ` � ' � _ \`i,�l .Ey * ��/ 1fi 409+00 410+00 411+00 "' 4��l (i� (* � �v, _� � ; y., �,��, 3) The wnlrody rtn 110� u paln� dl propued roo� pmnhq, pa the opproved plms or as reQUired by the pty ol peawater's Codes, Ord'nonces ond Stmdad Sv��ficotlons. Thae Ilnea muel b� Fap�clW aid %�O �� opprovsd by lhe City Inspeclor PfIOf Ui6 COINlIMCUiiMI at any rool pnming. / � � , � 4) Priw to fidd chmges tdeing plae, I! r7 be Ihe cm4ottas responslb7ily to rsvie+ lhe polenlld imDO<<a to eRlsting treas kith hls certiflea aDOrial, nd Indude an) md al �ecumaw:d�d !n� pvl�cGen measwes in his propwal {o modily the oppro�cd daign. The ProJacf Almager must appro�e my chmges lo Ue appro�ed de�iqn pAar fo inplanentation ol so�d chmga • WATER TREATMENT PLANT N0. 2— CONTRACT #2: aP "" ~'"' n RAW WATER TRANSMISSION MAIN US19 CROSSING PgOJECT EmQ°Y4 a� oy �p r.,. � � "°'tozooe °`°"" �..� DREW STREET PLAN AND PROFILE �� / • / 'f � �� 'W= �� — , __. � � ,t , .z— (STA. 405+80 TO STA. 411+80) �'° , „�, �� N • u ---' i i �F , � . �il" ' � '�,_ , �---1--_ _ _t . .! . . -- -- ....--..�-- -- - -- =- - � - . ' - \ -- -��_� _ • , — - _v_ . _ — __ — , _ �_ Rn - _ � �_ Knr 7- , . .�.�— - --- _ ,,r _f_t _.�._'i� ` ` ,. / � , � � — �_ � _ ..—r � . . '--�— . i ' - - - - - -- ---- _. . . � , . ; � . .�-- � - ± .. �� ---� .`�� .. . f�( / , .i \ , � _ . � �_� r_--- I .. _. � � . . , . , � , — -- . , ' i . . . � �. i . .. . i, � ��.__ _ _ _ _—'I �—' ' �' _ +_�' �___ ' __.{. _ __.—___ ' � _' —1 __. _.� . _ . � 00 .. �� 417+00 ' � .. 412+OQ 413+00 114+00 �15+00 � 41fi}, N _ � - � - � —,-- 1 �..—/ �-- +—+— r�—_—T— _'___ � '.�—_t'—�_ i�___.}—.'__�_� a U �� i DREW STREET �� DREW STREET j __�_'_�.__ _ ` �� o � _ — __ ` -- W __— � VI �� -- .. . , W N � W ? � sr� az.�s. eaa• xt � .. .. . ` . � 3 e• e� e' c�� vluvEs =I � , , i 1x � I r coMU�� ' _____----"-'�-- _—_ _ _ I � < ]' CONWR MDPC pl�. 1�4 Od � , �_ . -._� ��. —' --� � � i �� ,,,�.._—_� — r - �_ j_____�___ ---�-- -'� o — — - � -- - - -�_ , � I -- — y` 1 ---- -- _ ._ _ ---- � _ _ _ - _� _ �_�� --- -- ---�--��+� � ____, _..1 1 -_-4'-�1 1DVE on9 � .. ` A •° a- .� _ .:k•; � - -- � '� E y I H � _._., - — ' _ — - �., . „ �_ - - - - - — - - - - - i. � �� J Y�--� � �{�} . f. ' Lro' UNNI:I'UHUku r r' � •.._ �. ' ., 1�� ' 1. ORewr,[.� Cn5E1n[wl � � � � CO4BINATqN AIR VILVE '3 {'}... �" ..._ ,r ��' � � C20 ��n""" f2' �0114q1C 11� C MOfMA4�"NDPE OFO � --- TREE ROOT PRUNINC . z� . . �' � � e- �v[ �oP[ ep � �' caan .. , . —a mcc e�amc�.,�nc , 'mrE orro . Iu ��\ t� "'V� M . ... .�..--.+.._.�. .T_�. .. > �� .z� . .�. ,� � 3 _. a � 0 a �-_��—jnc�_�1�`� ,,,; , � � ' _ � � , 5 3 �,� M ,�� j a ; � 35 _-------- ---- - . _ - _ . _ _ _ — --- -_ _ . _ - -- -- _ __ __ __ _ _ 1 _ __ _ _ - --- _ _ _- - - - - _ "_ _ _ o cws�wa awoc �au a a rs� j x� x 30 ------- ---.�-- `----------- --°--�--- —�_-� —, - ---- 30 -- - __ r----------r �_ a�„� -- ------ ----- ----- e' �EP[ db _ � .�,- �a�� T — , �.a n �� 25 � 25 �� , _�. snrw s �""` '�,`s .N 9 lfPMN�UN y� K-'S � NQ� RMO i!-<� ii y" :IUkN NM _ �� ( (E) EL=26 i /� j(P�Ipp�i � (W) I!-L41 iZlJ . _ .� . . .. _ ............ . _.. __ . ....... _._ " __.—_- - .__._. . ..._.—_._" .'— . . . .— .. __ _. _ _. ._ "_ ____.__.. . . - .._"_ . . ... 2� a_— _�__. . ._- _.—__ ._ .. ___— _. ._.__ . .___.__. _ __ .. .. �' !' � 6' B�1t kYYES If IIOP[ Olb � -- _ _ _ _ _ ' 15 ry 15 - __ _ __ _ � - - - � n• eaniac w/ wia+n[ w�w�x� :�• '� �' S1dINl1M �EPS �. I YAM�110M. M r '- 6•� ' COIOIMf IpE OM \`\�1"I"/ /// v , o ,��P� V. Hq�y /� i p ;��0 ��NSF' / _ , � � ' � ti�`,•':.` L, � � __ --- _ __ —__ _ - - __ � ', W 5 _ _ , _ 0 , 73_ � __ i i � �; O ; � '^ i ( ,_ , _ � , � *, � � � < � -- � , _ ' p "" � �. n 412+00 413+00 414+00 � 415+00 416+00 417+00 ��`.�� / ;�r� e ,- �l'11 ! p,,• � � �,, ��:�'^, FLO. ,�• 1REE PROiEC110N NOlESf93 A66...Sd1Y UIILITY pROJECI PLANS - S � f7k�1 7 1 The conlroctw will be res ansible la odherin to dl Iree proleclion measwes requireC Dy Ihe City o� Cleorwoler s Cades, Oidinances and Slandad Speciliwlionx lhis rill include dl Iree Barricades, Rool 3) Ihe cmlrodor will Aoq w painl all proposed roal pruninq. Der Ihe aDDroveO pims a os required Oy lhe Ci!y ol Cleorwoler s Codes, O�dinances ond SlonAarO Specil�:calions fhese tines must be Mspecled and ��!(� �� ti �; � P�uning and Tree Trimming. Ihese reQviremmis are requi�e0 wilnin lhe zpecilied 'Limi(s ol Work,' md wlll dsa include all areas where Ihe ConVaclor ond/or �is Subcantrnclar's slage, slore w pork oppro�:ed by IAe Cily Inspeda p�iar lhe commencemenl ol any rool pmning � `� � -- �/If�l I� . i�=5� VERT, eq�ipnenl, molnials, de�ris and vehiclez. 4 Pria lo IielA hon es tokin lace, il wiil be lhe <onlrucicr's es onsiGilil to review lhe olent�al �m ucts to evistn lrees w�lh his cutilied abw�sl, ond indu0e on i � 9 y G � P Y D � P 9 y and dl recommended Iree proleclion �- �- �- - 2) All Iree frimming and Rool Pruning tlme ossocioled wilh Ihis projal will be dane by n under Ihe d7ecl wppvisian o( an Inlemolionol Socrely ol ArbwiculWrt QS/) C�*lilied Ar6aisl meawres in his proposal lo modily Ihe opproved Oesign. The Projecl Manuqer musl opprove any <honges to Ihe npproved Oe4g� p��a to implemenlaUon ol wld chun9e. raw ..w c.n.rJ �rwew co�,«.�. ¢ m.w n.m s�a. +ae i . r"nr i,uDr _ � �' ,00x oanwiNCS ____ .# ' * ..; ,�w� WATER TREATMENT PLANT NO 2 - CONTRA T #2 �`" ��3 "��°°°` °" "° , �� --_ _____ _ — — __ __ „��t, � K,� �� fMKrtD 9Y: � ev CITY Oi' CIEARMATPR, FI.ORIDA –� '. � f• ' m•c2012Q24 wr �"Z w.welf2S y....... �" c,00z oanw�NCS - .,es ii�,wjiz � ENCINEERINC DEPARTMENT , , RA�Y WATER TRANSMISS[ON MA[N US19 CROSSING PROJ�C7' ,e„� �,,a,a-L a�p„ ,�,��- in ---�r�(�i ►--- —d7� 8:907. DRAWINGS -� JRS 8/1/17 � � 100 S YyrUe Ave _ _— _.___ _ -- - ----- c��s��eee�, �'� a��ss • DREW STREET PLAN AND PROFILE 102� A��+ !MA 017 � uwamer.. .. A�607. ORAWINGS..... JRS 5/8/iP �*y �aanra �, t.,,,,r -�p�y� ,,;� fr- (STA. 411+80 TO STA. 417+60) °°"��^'�^^• —-- —�— REVISION e, °"rc Mnn on �woaw ��.a.a o�wu�v rc i vn-- ---- �— — � � � ..._�� Drop at Ail Mi.ez .._.., r� �,�-��/'p - Weuring Surloce - "�j'�;j�` ' :.. .^ � t %1 + � Y� O i - • o � � � a '. � �os� m ^ __ � � � � � Compacled �i � � � SubgraAe �:��-��-�1 .�C :� tiilC"�\� � sTaaic�ir cuao 3' Oock o! Curc e� Conslruction Symmelricol �O About Orivrnoy C� � Foce ol � Wcaring Curb ;� foce. 3' TR�NSITION �T DRIVES � NnTiS' � 7 The�c shall be a I/2 scal �anl bclwccn Uack ol cu�b ond Or�vewoy 7 C�nrrPte �n c�inc� shoil ne 3��0 psi, wYh _ Gber mesh re�nforc ng a�' n�or oi nn n��s �'R fi' %" � Wem�ng r �� , � s,,,��« •� � _ '_ � ' � '� � i- • ♦ e ��S/�it Bose' G:./ � ` � � 1 t •C�.M�. .-. =,--i�nPuclrU a-.�;.irim�£�;�rT':/R. S�bgradc 1 0� n Ur ves jjj � // Wcormg �� ^/ .Su�fo<e % ' ° �� \ ~ ' . s�. � t8� � - C mDacled Subgrade ' \r�\` ��' �� 1�, ,\S"`C'. i�7//�/i � . -.... ,...,.,,�.,. . .:, �y.,.,,;, � MOOIf iCD CURO �i.,.l.,';. ;� NOTE: - � Whcn uscd on n�gh sido ol roodwoys, t�c cross �, � 1� slove ol lhe guller shau rnalch Ihe cross slope of � ��y'R lhc odjacml pavcmcnt on0 thc th'ckncss of Ihc �ip ,�� Bo� .. _. shali Oe 6", unless olherwise shown on plans. Cont Wcarinq :.� 4 r Surlace TYPE I CURB �� - A e� TYPICAI CURR CROSS SFCTIONS CIfY WOE% NO 101; I OF Z r�rs ., _ CRY O! CLEARK'AiER. fLOR�OA � ENGINEERINC DEPANiMENT ♦,enmu� ceon<i� vo�cn m be z. V I�icknesf n malc� n�islin� Im I��r.WC�a i f ol ]' Po�c� �MII ee Type � `" I.�unlefs olNerw�x �ilietl �1 Ild� painl h o < w�. .nn,-, �' e+ w q Pel'n / KN Ond Rrv�lm� lur MmoW1�r ,tio0 � •� 1My je'�L idll� I Ireel o 'h�n r�ryW^ V I�3' i8� 1M �� o.�..�� N�.e � b�ludncl irNnNal�anf ].000 qi o Ine!__ < c.rn�.�..�.: a�s�ws.) r�ne, u.an - �c _ - � �T� — � I �1.. �� •i � � `S," -�,-,r -c.:---' t �� . / X ..� h •i. • C� �I �Jtlw� CmK��u � � � Rmafaceme3^ Eo�e ��.b� o�� M �rn.a+�n ey � Cng.naa �Fer L�� a��:r )t _ _. _��' n•�cn _ e:' {�..«�.d knvM�iM _ mirs Y n � ��y_.4.cm_ns.K� s� u�...r�,°°`i Mi � N I.Tnrlr�rz. nt ' �_/ . -� T=6' .M4 W �.��H� / � aywul Be�� .%- ( C�� 4. Ihth I� 11" l'� ASPIIALT STRCCT ANO DRIVCWAY � REPIACEMENT REOUIRED FOR CONCR}IF Rtl'IACFMINI F2FqUIHfD � UTILITY CONSiRUCTION ____ FOR UTIUTY CONSTRUCTION 4 STRCCT �\ND QRNr�N�Y REPI �CCMCNT _[�� 3 e CONCRETE _& ASf'HALTIC CONCRETE SURFACES > a CII1 INU!% NO 10�; 1�1 I NT.S . CITT Of CIE�RWA7ER, itOpIDA , _ ENGNJEENING OCPARiYENT � � n e , a � R `m � r tr a rc W � N � W � � C a � � R u � ; e. er ". 100% DRAWINGS , ,� ,�,�,�o � �., -- 1- Orop nl u � •. ___ AR Orives � 5� foce � � ° E 02 r 3/4'R • > ��' ° Vorin w u rl . a-'� � � -- � 9opc i/� per fwt NOTFS: � � As netl:e c a�4 See InAe. No 101 .` � r ♦� ♦ Base �_� I- Pavemenl motcrials ond l�ickncss. `� --- � and base moterials onC lhickness '+� �� -� __.+. ' ' . will be sloted �n cons�rucl�on tlron"�ngz ♦ b"� �. 17� ..� ConP ctcd n%%�%�%%�%� SuDg atlo L� on0 scope o( the work ��i,'"'"�'/%�'/.�i��%\T�r�� I � �—�—�- 7 S+e c nzlr�iclon Arn.ngc (or r��rh �. ��. I A.� �L�nse com�e ��_ SIa�N�reditetnpocted suk�ado tYPe and lone widlhs, !'�- irhm rcqanc NOTES: � incrc cnou bc o �/2" yn�LEY CUTTER CURB Z AND 3 LANE RO<D seol joinl belneen buck �� - u � - al cur6 0^ tl drivewoy � E o E 2. Concrele i bs shall „ be d000 psi, wilh li�er �;�q"q ° mesh .�nforc�nq g' ry'� �� ° In��de Lone/�anes Vor�es Oulvide lo�e Vor�es wa �lJ�� N3 aa�, io" i��. 56" O.C. 1 dOSe TYPIC;AI C;URR CROSS SFCTIONS Compocted SuDgrode t�tt iunvz N�Sio4 � or � PIN / DOWELLED CURB e � � SECTION A-A No�mo� vouey c�u�. am s«uo� See Inde. 101 L. . . _�_I sFCiioN_ ri-y 1 � _. ... I � ..l. - , .� �, , j ,. u �. �4 Cen_"rw„�n,r! SECiION C-C 3/4 R -� . -- ,V Weaiiny _- S�rlocn Slope I/�' per tool � Siope .f/tl" oer lool i 9>,+�t�ioq�c concre!c j� � _,'n"�c !ee Indea No 101 . a 3�� + � � y\:. `! � � < a oose -- � --- ------------....— ' � `��• — � _ -.. �tlase course � . .� ___ . _'__ .. . __'� _ _' _ `".1 compacien Suhgradc � 1 AND 5 LANE ROAD `� 5.�, ��in�'nmpnc�Ml :,�.oqruAe .,� .-�4,�� MEDIAN CURB , ,_ _ CITY Of CLFARW�TER fLON�DA TYf'ICAL S I Rt�L I SLC I �Q�V CITT Of CIEARWATCR, iLORIDA ENGINEEflING DEiAp�MENT ENGINEERtNG DEY�PTYENi �! Cltt �NOEX N'J IOi: I Of 1 fIA[Jt 'V� �� M J N15 Ii1Y'N IklRI %CIIPM � _ _ - �� `�"� [NCJS$-.iCllptu �" — �-� '^' et _� F�.. ' __._ . .tf �in - � � j -L � . �'` _______ aai -_ — �. a. �,...,d .. . _ - y � j�n�.'a el cmcMR s• .� . a aor rn..+��N• PIAN CONCRETE SWAL� DETAII VAI I FY (�UTTFR CURI� e CIIY INDC% HO 101: 1 O! i N/�i5 � 1 1 1 Sum<.1 /o C:ly [n9�neers approvo� ro n� „:rn o�y ,o ,��;q�u semu�n: CI71' Of CLE4FWATER, fIONID� ENGIMEERINC OEiMiMEN1 d. .�r Na�_�._ rub �� tr.lir 9, � . .._... .. - /f�q�I;f��M� hIYM�.w�.Y tri�C.w0.w� M.. �1t_".. Cq�l: 51DEW�LN Ciufa.l I��i wOt1�H Q^ , S v� ° �•••r1•L• IY 1)` �� 4p� \. Malch Eizl�ng il �;`� ' � ` Yu 54M-�-�1 fi. 1 C�'� Ve X�f-� ��Ip.� � 7;�`? Frnlny SiJarvrai---� k—�` Nm-Wdkng Su.lace P'w A M M� 1 �� .. -_� .� � �- .. .. ..�. �I• 1� �� r�`�.`� � T�.r w... i �i'_.. �'��_ ' .�"�-- � �q fi �. �:j� �� c.�-. aia�wq a om�, K 1. _ ��' i �d ' � x' c x+ � y � � ' - . _ ,/_ _ ! Aon-Walk.nq S�rlace . ...--- �U lYf'ICA1 ORIVEWAY CROSS SECTION ��, � -�Y`��-� _ %�'��' a• '�S c- C�au��r.«n � ` (. .. � • q . ,�� -� _.,� � ._. . . . _.. ` . �� ,.wwuo� • AMw cUHH Praperly / F.0 w. L'n� o Wn M.Mr�lwi 41 4:LN�M _ ,� a ' c • �r � �...- 0 . .� � � g 5 N .� Arf i� SUr.I 3' C.wn�.I N .'' � .: � _ _ _ _ ��[o.ir :re�o♦ '�'.�. � � � 1`� � sp� � � PI AN VII W � y� �'• r _� �._ � � . - \ r ` • � ' _ — -- ' 's. � , � - -- - - . . � - - --- . • . - e �-� ,. � _ �� tFO. �n� r. � _ T ".�,_;;, .�,.,+a. �`� �.�� . � �v � H�..�a.< uo�x oi c�.��-- �• � ;� uar. oi C..,� .woo ps� co.,c.c�� s' in�r. co-,s�� e" •..w+,�ti� �� _ ,i �.,;i;,,� �.• Ihi<4 nl M1iwwaya wilh R�. R'/�(1�10 ' �� f .,oas SECTION g-B �<iaea ,�« mc.�� s�, �oi< �) �''y'" �._,,,- " RETURNED GU_R@...�P$ � v,..a, ��....� v��. .� a.e�.M^ om..q � � .N�� ww . _. ... _ i Nn'•..n«..�^ t�.+ n I�6� 11�un �fi' lne�i VNL' ��'�I�If.R [��H � '+a•W�+' ' �� W�+•.Y �e�sloPa ol !he Ilare� fEe .. ��,�.�... . . . � �, ISOMETRLC VIEYJ o ooi �,«m ir.i. cw. n�w a�rnar �xa' 1 .� �nl ( E.mii F� s POrI I$: a4 Nrn�l` . . �., d a , ��,o , ni.�.on (\� . .. - Cliktl DHOi' CUkH ��.Iw u. �• \\ r i.e s io�. � mwvxurh ' j" i�me `�' n�"ui�irm j � � A 1 E y . . 9lmn•�ni�n `..... I " 4a'J[Y�'_ .. � - . _ � 1• � Q niw - - -. �_� '.�. ' � . . . _— 1 �1 YAt 4 I - I �m��l. b,n �an� rv n N! b. 6' In n. s'. 6'/ O�q � '.��: '. . 1..n..n 1.� �a� fI_..,'}(�-"-�_ _ 9i:1� IX 'A�[ a1.K /� / j� � �p•�.�,�n•.,,.,.�.r �.�p.,.�a - t�'��— --- � --C71CNB- ien _� .�i�-_.� ;°�i�'F .<�,M�d,o ��s�,�,.,.�, E vnrioN n n\e�>„�n�c �_ � qooi n.,�u a�a r r, o.:p, s.�„>a. SECTIOh A-A w°�:""wi�> m K.�� m.ue.A��. i Hu.�,c, ..f.,,. d i� in. W.u...«� i«t«u k...,�.w��r ;�mns��a. r c ?YPIC�\L .51DC W/�LK , ,,�.�7� ,.�, � .r.�..�,.�. .,u� n.,,,ny,.., �:, e7 TY('ICAL SIDEWALK ON �TRUCTION & RA�I(� DETAI!_ � ��w,'�e N=rt ��4-u= .�,�,�«.',,,�,n, �,�,�, �>, �•.�w.+ CURB CJ T RAMPS �ia- a.,,.. �� . M,�� -�,��m�. ti R M,,.m.�� d�, „ CI'�:T INU!% IK� I��'1. � o- S 'tY" P�aiav� �n� ��n��ic ��7n SIS�A�4.r �px f()1f N;I � YMilr�lxr-� "'' PFiYSICAI I Y �±Af�InfCAPPFf) __ _i Cli'f O� CLEARW�7EN, fLOFIDA -�--- ---- '-'--'—�- C17Y OF CIEARW�fER FLONI01 ENGINEERIMG DEPApiMCNi C11T INDEx NO IC3; 2 Cf ] ENGINEEFiHG DEP�RIMENi -^'F � '�FI� .'�f:'. M4 F e M1 I 5 - r.�.�rb�: f 19l'/�. SM HN A p�� — cc�,a^xi w�vn — ru�a czt rwr: „',�"� - ..�,��'.. N�N!' fkrM '-- n��•Ya�1 �uMUC)W`[O � M.w�r C� 1009.' DRAWINGS in -�r�-- B:90X �RAWINGS � ___ . . . _. __.___- —...�_._..._. u w,wKO er �� A: 60R DRAWING$ a° � —��— __ _— — �, CITY Of CLEARMAT6R FIARIDA JRS ti/�(1/1P + ENCINEERINC DEPARTMENT JRS B/1/12 � 100 S YyrUe Ave 4 ............."'-' ' = Cleereele(, FI 33750 JRS 5/B/12 a. o.rz Ii —`` _� °- 1�--"_� SI C IION A-A Normtl T�ye I Cuib $ccfion x� mn�. ioi � 1 .---- .� SCCTION f3 !3 .d � ' ,� � J_ t �1 � \5pc�, � SECTION C-C WATER TREATMENT PLANT N0. 2– CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT CIVIL DETAILS � � ,�� ,:;�;.. i �+, nv � � \ v,�.� �tiA I � �.0 , 6"R ( I)p1� \ e �� -� � �n � c _ � . � .� :a.nni. �- �... _ r` �.�:�o �� ooY �.��. ..i I�I AN CONCRETE SWALE DE?AIL eI YI'� I CUKk3 GiY INDC% NO 108; 1 OF � Nii NOTC: SubRcl lo Cily E��qin«r's op0�ovd io �� :.a o��iy m �o;we .�w�ua�� Cltt Of GIFARWATEF, fIOPID� ENCINEERING DEPpRTYENT "�'-�-------,.. v.r" ' . � _..____ � F...-.- . �' � # d i s •• �., � � -^-_...�. ' w �..,. {�. . . t � � � �� Oi�_u-7c�c�_ZI � r ``1" I "/ ��,/ �� q-j`M��+..r `\�� C�'JQ';�� i sE .�✓� /� '� L � � �; �, � �". � � * �+ = � � � � * � �� ; ��1 / �� 6F ,,' � = /� •-.• Q ` - �L�R��P•' Ui�` � ,, �I 1_��-_�_ _'T� I� .t �'b" — _ ott riKw�a -rp�.¢ o a.uui ��ri i ur:i o�� n Ouerlop filler molerlal 18� ocroxs lop of a9gre�oln. VMiMO{�Y 01 Mj9f9Q0{O r �e M tuNy woppe 4�dn Non PnW�odirM rH+ornue , Fala iype Mwa�d ua .� pircNcd ey EM�+eer. - Mirafi 140 N or opproved cQ� kdler aqg'egale �o� pnde�J�ano ywtl be m_` spec (mA n Ihx (i101 5t�d. Spec 1�_ al wi9. Sec6on 901 C.ou se A9q� Ol4 ond shail be eilhe� ;�6 or A57 11 (� �5 used t usl �e v.ashuJ �nJ screei�ed lo ren�ove linea Ihc agg�egolc may Dc slone, slag. or 7A' � _— � ♦�/ �/��/. � _ �VMil1 y� -��' ` � OU � �.�• ' / l � ? � . Ia'� a;',• � ° „O o o D o� w a � N a �-��M __ _ r� , ' �wl� fi ��°� � Unlcss othcrwisc nolcd, d� �'��"- undertlra�n pipe sholi be e diameter PVf. wilh perl�rnt'nns ' � ��.%�� ,, down - See lecl�nical Specil�coliony lor eeta�is �,�=�1e� 9fOVe� UNDEK�F2�IN s�i��+ r�v� (•/� P�rinralions� +s io I�FTAII br used under drives and .oaa�or9, 13ACK 0r CURf'7 wilh compacted bockl�ll L�.__._m._L-� e f.ltt MIIi'% NO 71fl: 1 fI� I NTS ASPMKI PAVEMMT REPIACEYENi /�'-4 �RtNCw cul f��' iMrt.) 1]'-0' MILLING �— Yt1iW Y+r [un M IY[ w N' ML w..� rm v- .arnw 1 /S[[ WI[,i ,t�9YO � WI ......._ .. —_ _ __. . ._a 411{N H. \�p11� �tiY�1NV I�v t slnC i KWw[o Ili�i �b,Cp�"'v,' {�. y� �.��/.;'ri�;'�•�}!��rb�fi,'rrf. itis�� .�?�",Y•'!• �tYf.�S:ri: �. w. �c � .,.�..,...�� . . _ . _ .an M �aw�o IYVIN �AS NLWN(!U CITT Of Cl[MWATER, iLOPIDA NOItS: ENGINEENING DEPPRTYENT 1 Alt MATFRIAIS, WORK MID TFSTING SHAII MFFT PINFIIAS ^.OUNTY SiANONRD SPfCIFICA?IONS lIM7(IUr.VY _.. .Q.y�' (it?ML, _ �� 7 ASPHAi TIC PAVFMFNT SHA1 I FiF TYPF SP- I � 5 PROPOSFfI THICKNFC$ SHAI I lMTCF1 FXIiLWG - u�-M �!� .. IHICKNt55 dUl SHAII NOI dL �t55 INAN I.�" IN UtF'IH. lNlllit W�UIN OF IiCAUWAY SHALL dt �~' MILLCD AND OVCRLAYCD J- TRFNCH ShIAI t BF AACKFII I FO wITH Ip0 P51 FI OWARI F FII I TO 90iiOM 0� ASPHAI T �. PAVFMFNT RFPI�CFMFNT SFN11 RF OFTPRIAWPD AY TNF IOCATiON �ND DFPTH OF iHF iRFNCH CONTRACTOR SHA�L ENDE/�VOR i0 KEEP OPEN TRENCH WIDTH TO A MINIfAUM IN ORDER TO MINIMIZE IMPACIS M1U RLSIOItAl10N �IMIIS WIIIIN! PINLLIAS COUN�Y'S ItlGlll-01 -WAY, SlL PLANS S CONIH4CION SHALL HESIORt VAVtMWI 10 M4ICH IHt GRAUtS WHICM tXI51EU PR�ON t0 CnNSiRUCT10N ANY A�i]ITIONAI SURVFY NFC.FSSARY Tn FNStIRF THAT 7Hi5 RFCINRFMFN7 li A1FT SHALL 6E PERfORMEU BY 7HE CONiRAC10R AT HiS EXf'ENSE TYI'ICAL SFCTION FOR FLEXIBLE f'AVEMENT RESaORATICN (2� WI I HIN NIN�LL/�S COUN IY HIGH I—UF —W/�.Y � SC�4E NTS � I !AItUWOODS iPFCIFIC�TId1S - WO�II MflRIFR U1t�' l/M .._. ,_._ I 41NIMU4 RMIVi if1 flf PHOifGI��: � WRpW�0p5 - I�J DRiP�INC l.�� u coe�irza, a� smni rnius -�rinnt a+mun� �+vj-"{4i��`NL�� [ UI'HIGNIS - NU Lt)5 IHAlI 1 M L' LIiMbW � '�r '�t',(� ! HONILCNIFLS - NO tl55 IMeN �� K�� LUMH[H � � � 1 A�RRIERS SWLL BL ERECTE� ARJUND �lL PftOICCiED �� mrrs nHn an�ws. �wn �H�arcrrn m crtr L RE�RESEN1�iNE BFfORC [ONSLRIKT.'ON BEGiNS (� t� 5 Uf'WGnT f'0515 ME 10 BE At LGST 1 fEEI IN IENCTN �� WIIM A MINIMUN 01 I{001 �lIC110HEU IN GNCUNU r1NU ��} ��J J iEEI PBOYE CRWND �� ""'� C].� } fi flMRIfRS 10 RfNNN IN PIACi UNtii NI P�VI�C. NINI S � e � �y� � J';� ry COYSipUC��ON N1D MERW COUIP4FNi IS OUI Of pREA ' :: - `` I 1�'�J'' ('��,y''+ fURMfR Il:i'�RIU�TI(1N MTY flI ORiNNf� fR�M iNi i�ryll --'' " \M RCSOURCC SPCCVLISi A! 563-/I11 � i�' 4 \� �, i 0 s � � i/� a iwc � _LI. „��, Ip � N � n � IK/WIONlA� � - } w1 ' � K i u � aw�aw +r � r�an �., N �/ rwovrn ec 8 n f00X DRAWINGS �o��+� o. Tr�� [�nizRicno�s CLEAftNRlE3 INDEK No 5]9. SH 1 0� e �' Rev 4/G9/03 NIS l__ l-.__L— C:1007L DRAWINGS 8:909. DRAWINGS A: �60f.' DRAWINGS i • ` 1� � � } r _ �t `' J �� lryi�k UMM' LA! IIPRMMT —_— _— S.,` ....._. .. . . VIORIZONiPA VUHUC WOHKS A7M111151H�IICN l YI;iNl4KNl; :_t. ... . - - � MIY -j INL! HAHNN:M:!!, ��.�� oruni�imr� I wv - - -�— — ��► � CITY OF CLEARIIATER. FIARIOA JRS tt/30/i2 � ENCINEERINC DEPARTMENT , ..—.."-_..�...�'�_��.-. JRS B I 12 � Q 10o S Yyrlle Ave � r `/ Clesr.r.ler, Fl 9�769 ' �^s s�e�iz ' �.v NDTL 1. TRENCHES LOGfEO UNUER PAYE�M pt NSIDE TME Y/qRROHfK TO 1� VER71C�1 SIOPF� O�M�WARD FRON ROWW�Y SMWLDER OR iHE BIiCK OF WIiB IJM, iROM SPRIN6 UNE 70 BOTIOM Of SUB-CRME OR 1l1E i1NISHED SU�M.E OF THE ENB�WKYENT. AS MPROPRI�TE, S,NIL BE COYPACfFD TO � OENSII'/ OF IOOI AS DEIERMN4D B/ MSIIO T-Y9 MEINOD C. 7. iRENCNES LOp1iED OUf510E OF iNE 2' MOPoZONTAL TO 1' VERIIGL AOPE DOWNWMD iMOM RWDWAY SMOtROER OR 7HE 9�CK Uf dIRB MiD MNEIIE NO �EMICUIM TRKi1C N1l1 PASS OVER ME TRENCNES. 6�CK f&� S/ULl BE COWACIED IO A D[NSIT/ APPqO%IIMTRY EpNL f0 TH4T SOIL IDJACENr TO iHE TRENCH BUf NOT 1E54 71W! 95 PERCEM OF TNE 1uXIYUM OEN511Y AS OEtEMNNW 9�' M\910 7-9e YEf/q0-C ]. REVI/iCEYENf OF 7NE PAVED SURfIGES SIMLL BE WDE IN �CCORWICE TO MPIN'.1BlE l0('�L REGUTA➢ONS. E1n51MIG PAVE4ENT �ST�� EXISTINC RaD BASE � coAwncT iN iz urcns �s• �eowE vivc CQMPAC7 IN � 6 UYERS 11111 � etnana wiaa+� r �cawxo � �--- . r--�--�-�-- , �-.� 7RENCH BACKFILL 3 �EIAIL FINISNED GUDE J6' OR 1B' PRESSURE �IPE, CM OF ST. FEfER58URC WATER 7FINSWSSION MNN � � �. i r wt � � � ♦ �� y / �,� � � � / PROPOSEO qRELTqNAL ORILI PRESSUHE PIPF OR IlTllltt CROSSING. NOTES: 1. E%CAVAi10N IN iME WATEH IWWSMISSION EASEMEM Fpq RECOVERf Of BN01(EN ORiLL EWIPMENI NYLL NOi BE GERU1TfED t REOUIRED DIRELi10N�L BORINC EOUIPMENT UMtIS TD BE USE FOF CROSSING WATEP TRNISMISSION EASEMENI; A: 5,000 l0 7.000 tB5 iHRVSf/PUllBACK-UP TO �' NID UP TO A DS�ANCE OV' �00'. B: 7.001 l0 12,000 LBS. MqUST/PUIL&1CK-UP TO B' ANO UP TO A qSTrWCE Of 600' C: 1�,000 l0 16.000 L85 IHRUS7/PVLl6�.CK-UP TO B� AND UP 10 � DISiRNCE OF BUO' 3.. TME ElF/ATION Oi CI7Y'S WAIER TWWSMISSION MNN SNnLL BE FIELD VERIilEO AND SHOWN ON CROSS- SEC710N FIXt ALl CROSSING MPLIC�ilONS. 1� Kt DIRECTqW1l ORIIIINC $i�fING MFAS �OR TNRU51 hV0 RECCF1i0M PRS 51NL1 BE LOCAiEO a115i0E iHE CINS WMER TRNlSNISSION FASENENi CITY OF ST. PETE % DIRECTIONAL BORE CROSSWG UNDER WATER TRANSMISSION swe os�os EASEMENT DETAIL SWB OJ/06 D[CE48ER 1999 S50-55 WATER TREATMENT PLANT N0. 2— CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT CIVIL DETAILS �� Cplf 9i0L�PtK C14YfER ��A' WWY VARIES (SEE PUN$) SIDEWALK REPLACEMENT � DETAIL 4 � �,., SCALE: NTS -- � ' -`:, � �h'..,:-, '�i' ,� _. � � k� I R/W LWE � ��' �,� � E%IST. Gp11pE � .`,. , ^� C.' I �. I' exisr. s�a � I� ` ' ✓I C:.e,�;.� �� UTERLLL . "� i ./ " C"�� _ 1 •1- ."...•1 i - � z � � C..! PROPOSEO � K.' Y RAW OR � POTABLE WATER MNN E70S7. $VI. SEWER NOTE: � - �-..�... ,., i. CONTNACTOR TO fIEL� VERIFY LOCATION AND DEPTN OF Fi1CH UiERAL THAT WILL BE CROSSEO BY NEW MW OR POTABLE WATER AWN eTYPICAL LATERAL CROSSING DETAIL _ PVC/HDPE AWN qP MAIN PVC/HDPE M4IN V�F� �_� � IPVC/MDPE MAIN � `MJ TEE \� GATE VALVE MJ GATE VALVE NOTE: 1) ALL PYC JOINTS TO BE RESTRAINED 2) OIP SMALL BE U5E0 ON ALL LOCATIONS BETWEEN FlTTINGS ANO VALVES OR BETWEEN 7W0 FITfINCS WMERE THE DISTPNCE BETWEEN TNEIA IS EOUAL 70 OR LESS TMAN 1B� TYPICAL TEE & VALVE DETAIL \```\ 1„ " f' I ///// ``��PR E iv sF N�� ; oti� •.�� : I � Qa ' 67573 . * _ �� y � � �� T ' , �� 1 N � iL � � � �iAT� OF ; W = ' ' �� L' `�, �r��,�(y�� R�pP• � \�� ' ^ �\� ��cS5�10NAL � �� /��1��\ ��M IW PB�n.1SWe i00 Cwr.ry. � __. _ --- �r�r�o�n r�a ^ 'arv �iwt a uro�n o au[�. rc � ain� c�rt ._ __ � � � � � I �� I � � �� i i � � �� —� 3000 PSI 2'x2�xfi" Concrcic f'ad rilh 6zE W W F'� � Compoctea Subgrode See Nole 3-Piece AJjusWble vuWC lioz (No SubsGlules) � 1 �� '��.+,::�T •*`i:/.r � 2-12C - � IraCCf wifcY 5 5 2. !'VC °i I (Scc Indcx � 402.� ci Sheel 9 0l 5) o (Y ��/ � � - Wuler Main Mech. J�inl VMJ�-, � IinllUin�nq ,Hnnl NOiF: � r+o r�c ais�es ti�aw�o TY('ICAL VALVE & BOX SETTING cin iHnr: No �or, i ov s � w ts dTY Oi CLEARWAiER, FLORIDA ENGINECRING OEPANTMENT _ �_.. �°u�'v'�+.h� Ttiw.�v. r •,L .� qax� � ,� u1�3u__"_ , � � �J � PENETRATION TO BE MADE 8Y MECHANICAL ROTARY CORE BORING ANO SHALL BE BUTTERED WITH NON-SHRINK CROUT TO PROVIDE A SMOOTH SEALING SURFACE GROUT SEAM AND SEX� / TO MATCH UNER s' TEe avc ,; . RCIIQVABLE- . PLUG Z� IXISiWG ��. � � �.E�, �� i;� WU QU �,� ' � I u ( � � � � L,' �� . �.�.�T��-r� . � �\�� Ij /12 COPPER 'NtE (CONTINWUS) 8" SAN FM PVC (C-900) N'N.L SLEEVE W/ IINK SEAL 5-316 OR EOUAL KEEP TEE AND DROP PIPE AS CLOSE TO WALL AS POSSIBLE SiMHt.E34 STEEL ANCHOR (TYP.) 6' 45' BENO PVC MQOifY EXISTINC CONCRETE BENCH & REBUIID BENCH TO ACCEPT NEW DROP PIPE W/ NON-SHRINK CROUT �� 1. ALL FITlINGS SHALI BE AWWA C-907- DROP PIPE SHA�I BE AWWA C-900 (CIASS 235, DR 16). 2. N.L HAROWARE AND PASTENERS SHALL BE STAINLE55 STEEL �I(�} SANITARY FORCEMAIN RETROFIT FOR INSIDE OROP CONNECTION � �,z O Z w � � � a u i rc 3 � � 100X DRAWMCS � -- - — N vwa.ca-�. Ta+-.�eo_.__ _ __._. ...... ._.. ._.� ..��..� _. _, __ w.M�revr C t00R DRAWINGS m °° �z— 8: 90R DRAWINGS ^ ._.._ '_._":'..._'_"_. ___--- . �wxowo er�, A: 609. DRAWINGS a —�nr — REVISIQN tq/E5: �(x(ENSqN OA VKVE 90% SHALL BE SEi 5� /5 TO RESERVE 1/I OF IHE ADJUSTMENi �ENGIH GOR NiURE USC. 2 UVlIUIN/G NUI SM4t tlt Skl SO 1] IU H[ WIIwN 12' IU Itl' p GNAU[. 1 INi7Ali ]" flR�SS IfIiN11FMAT��N f11iK IN f.I1Nf.RFiF 4 INSTAU 1' P/C wliN PLUC fOF iPPCER wiRE STOR4CE 5 40CA70R A7RC ACGCSS -$' (WliliC Oft GR4T) SGIi[OULC BO PVC, OR455 fCNKC ADAPiOR fAUPIIMC �N� �" ORA55 PLVG W/ RCCCSi NU1 IfRNINA/f INSUTALf17. WI111 �� fAUCf COPPfR 71lnCfR WiRf ni I�P W/ A MlNluuu 1�' fl� fXtRA RIRf 3" BRA55 IDENTiFiCA710N DISK - 2'x2' CONCRETE PAD IYYI Il! VM VI: - SIZC Of VAIVC HUIItRfIY, f.All (1N VIUf. - � -\ �" t�` ,,.• -� - CAIL VAWL DIREC710N & NUMBER Oi TURNS io oNw vrav� �"� L- 13 ATE � �� iN'ATER 2" 1'1C w/ PWC n'PE Of SERViCE �� °,.-».-- ~� (SEE NOTE 5) WATER (POTABLE WATER) 3" BRASS IGENTIFICATION DISK COVER MSCRIBED MhY[W "'� '— �� TV � F' WATFR VAIVF RnX CONCRCTC PAD PLAN VICW _-__...___.._...__ �LIiY IN�EX NO �01� 1 oF 5 2 NTS qTY Ot CLCAIiWATER, flOR10A '- EN6INEERING DEPI,qT4FNT Reslraining Caskel (Iyp.)--� L � � -- Ilnusl Mesduinl I r t Yu.� 4 y�� ° ' � C. �`� ON AlL ICCS. � MININUM Of !i SIV�LL OC — l� RESIHAINED ON EACM RUN tEG DO NOT USE FOR L= MINIMUM LLNGIN 10 Nk VCRTICAL Of�SCTS RCS7RAINCD ON CACII SIOC 0! �ITiING (11 ) d' � GONIAr� lNGINtFk 40N \'AWtS 41CUNk5 BIiEU ON 3U' BUHY UlNIH, 1'..tl Wl IkSI NklS]Uk! f1G11Rfi IION'I N'PIY T(1 POIC WRAPPi� PIPF iME FMLOMNC JOINiS NUSf BE RESTpAINEO IN �LL PPPUCA�IIXIS: NOM tLNOWS de �A��E � nfH� - iHlrr nNa oU1�rr PIPF � 9� 7EE5 DCAD s t[f - a� or+nNa¢5 SIZE I L2° 2250 45 90 BRANCH EN� � Off5CT5 - INICt PND OViI❑ � CePS LLNGIiI IN ILLI l. .. rwcs 4 2 S J 1J lfl 1� 6 DCno CNOs __ __ 7 HYqtANi RU�OUiS SHntL BE RESTR4NE0 AS OUO ENOS 6 7 5 10 2S Vf 42 A 1 6 1^ i0 47 64 no�E�. ..___.. ...., ,.. ., . _.,.. ,_...,. IMHU�I NFSIHNNI ON SlIVJ01Nl UUIIIL� IHUN V'IV'! SMKt tl! U.S. �� d B 1J �41 {i %6 y�YL lILLU LOCH C�15Kt�5 fON IYION JOINI 1'If+t u pMtNICAN l�SI-GNIV Ib 5 10 22 5S fr 97 G45NET5 fOR aAERIGN FPSIITE PIPE iHRUS7 RESTR�'Nf ON �uLTiIE i0�� 6 13 7fi 65 {t � � � �Rf1N f'IIIINCS SNRI I Rf PROVI�F� flY THi USF 0� MfCM UG RFi�iNfRt ._::_. y _.:: ,... � .. ..... .:... . .:....,, :..., RNU MGCM�NICK :O:NI !�I�I�GS � DUCTILC_ IRON_ F'IPC TI I_RUST RCSTRAINING cnr iNVex No aos; z o� a �� NTi CITY �F GLEARWAIFR, fIOPIDA ENCINEERINO DFPARiYENi �.r.. �.... .zvem�...... �... wr. ( rj \ SEPARATION REOUIREMENTS FOR � WATER, WASTEWA7ER AND RECLAIMED WATER MAINS NORIZONTAL 6 VERTICAI SEPARATION REOUIREMENTS POTRBIE RECLAMIED W�STEWATER PROPOSED Wq7ER WATER STORMSEWER UTILRY IOruVnr 8 FMI . .... HORIZ VERT HORIZ VERT HORIZ VERT HORIZ VERT ITPBIEWA�ER 3' 3' 12' G 12" 3' 1Y/1B' NOTEI 12• H�lEta] NDTE/ NoiF] rvolE� lbiEt6� 1q1ERa: 'GUIMED 3' 12' 3' 3' J' 12"/1B" 4TER NOTE18] HOTEI NOTEI �Z, NOTE1 ��• NOtE1 MOTEI 43TEWATER 6' 1Y 3' 3' � J' 72'H9' RAVRYANDfW) NOTE] NOTEJ NOTE1 �r NOTEI �Z� �'1�IE1 NJTEt --- __ _ _ 3HT OF WPV �� N!A � E� N7A ��E � N1A WA N/A N(11L5: 1 IHIS St!'AhAll(N KLOUIFitN.LNI IS I� NftU\1Ut Al;(;tS51F11LIlY !UI2 (;U�SIHU(:IIUN ANU MAINItNANC:t �HKtt. FFFT �F H(7RI7(7NIA1 SFPARATInN IS Ihtf NINIMlIA7 F(1R PIpFS YATH ThIRi'F FFFT �f C�VFR F(7R PIPFS INSI4LLE0 AT CRfATER DEPTHS, PROVIUE AN ADDITIOVaL FOO? OF SF.PAR4ilON FOR EACN ADDI110NAL FOOT OF OFP1M ) THf lA-INCH SEPARATION RF.OUIRFMF.NT APPLIES WHEN THE STp(1A1 PIPE CROSSES 480VE THE OCU MAI�, �NO 1VHEN 1HE STORM PIPE M�5 A OIAMETER EOU�I i0 OR CREATER TH�N 24 INCHES OTHERWiSE, �HE RCOUIRCD SCPARA?ION IS 17 INCIICS S� IHIS S!1'AKAIIU�`! KlUUIHtMlNI L;UNf'LItS'MIH MINIMU�N hUtV StYAHAII(XJ KL(}UINtM[NIS OUILINtU I� fi7-555314, FAC vARiANCFS FROM THf FDFP RFQUIRFMFNTS MUST COVPiY w17H 67-555 314(5),FAf. AND A�UST BE APPROVED INONiDUALL7 BY GOTH FDEP AND OCU. q. DI;T�NCF; fIVFN ARF FROM OUiiIDF OF PI�F TO OUi51DF OF PIP�. 5. NO ��P.TER PIPE SHALI PASS THROUCH OR COME �N CONiACT WITH 4NY PART OF SPNITARY OR STORM V�nTCR lMNIIOLC OR SIRUCTURC �Xlii 16' RAW (pNN'.NISl1) EMl.�il IL" WM (COUIiiY)) fl" RRW (fRfSiQ IiltPf MtV CUI OUT SIICCiINC /S RCOUIfi[0 OF ORiVE i0 JUSi PBOVE AN[I AROUND NEW f I!'E 10 MIN WIOIII �•T ' �J � —�—' — � T INiCRLOCpNC / SLEEL SNEElING � / !%ISI GHNIt / � t �EWATER�N. IIU�OCR MI`C I le" WM �WiliP(11NT (1VP) � I I I I I I I I i I I I,� IIN�SiURRF� F,�TM ' � � � � -� � �TOf-IN i11ff�INC n ns erouiem SECTION A-A � e QENERIC BORE EMAANCE/EXR/PIPE TIE-IN PIT LAYOUT SGLE: NiS NOIES: 1 TIUS OCI<tL IS fOR MfORMaT10N OVRPOSCS ONLY WNTRACTOR i0 PROVIOC TO CNGINCCIt fqt APPRnVTI A iHiFilNf./iMORIM': �iS�(:N (1G iHF PIT- iIf.NFII h SFAIFf1 FY A GR(IFFSSI�NN F�f.�NFFR klGSILHLU IPI INt SIAIt W IL(JMUA, 2 CUIIIWICIOH 10 IlMYVMAkILY SUYI'�kl kLSIHAIY lMISIING Mli'k5 W�IHiN IMI AS NLUWHW •r "°•?�jW WATER TREATMENT PLANT N0. 2— CONTRACT #2: �,� � CITY OF CLEARMATER, FLORIDA ��+f.a wne V�/�Z � � ENCINEERINC DEPARTMENf ^ RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT e�,�,z � .r ioo s ur�«a A�. ' CIVIL DETAILS 5/B/iZ �w Clearweter, Fl 33758 � . ' 4. + `\,�" I'�I %I/ *� `,,R' V. kq�y0i�ii i► `� ��,��GeNSF-,,d� �ii '~ �i � � I 1 �q � � y � � .e.'.7 , , �" � � � �_ � � . �. J � .k � a/ � -- � ',W — � , � 1 �T. ,�1�°A/ � ,�� • � . �� , � • .� � ` �S,cfiC OFZ!�-��y��``� [ut[U[a 11 90/12 JR4 ��102006 a��pVH �lue L�� 023 isvno�co ran �- tlh[KMEF�WNnLL00UUM.PE��f)31 Oa�E Stop leaa Check AIUELLER H14350 with Lock Wng and Compreaaion inlel or approvsd pnal� Threaded Corporolion Stop MUELLER H15008 ar opproveC equoi (TOp ot 45' ongle) , $adCle required on . 4' P.V,C. only � Iron senice saddle Ford FC 202 eeriee w/stainless sleel band ��}{�� or npproved equal ___. . Water Servica Tu6inq Driscopipe 5100 or Endot/Yordley Blue Jet, SDR 9, 1408 Polyethylene •. Waler A1oin eCHLORINATION TAP cRY INOEZ NO /OB; 1 Of 1 N�S 1 i� 9d � 3/�' 2 END CONNECTION 2"Tapped Plug 2ARY B�OW r+rvv SAMPLE TAF' e CiIY illll�% NO 1(IP: 7 Of J NTS � CITY OF CLEARWATER, FLONIOA [NOBN�EN7 OE�I��M( 90' EII TOP CONNECTION CIiY Of CLEAPWA7EP, fLOPIDA CNG`Q6HIq UA�IiY[NT � ...... . . GI � �U�w �Jl1 V o nr; n--- --_ y v��k ��,k o;= ,, : -� �,,e,. , _,,,..-7 r/ � F � ' � /` ` IA�n 4 Hequ�rea y Non Ski� . 'L(� A71 -_'� Q /� �� V'otlern ( P R w q�} Y / Required / ��.. o a ❑ � , � � j � o ''' . RWG - HALF PLAN ��"��"��""��p�-! O rv : ❑ ❑ �a � NOTES Req��ed' � i i �� i � i i i i � o ._ S6" ��Nhsre �.a7 a� c as r. � � oF ❑ f" � r - ..... 23" 8' or tKCkc s� 9" �-.,14��r -�/ � I _... 21^� rny. � .._��_. � 2 Mo�ulacl e Jrl of ' Mu<luned :wrwae ��9 SOLID COVER ° � =,o,m a�� <o�e, ,o _ __ ; ,� �..... _ . .__.._ .� ne opproved by Ciiy Enq�neei ' < 1 . �__'i a' �_ 77 3/1. � .- `o 7 � � 1 � ' � � o �� i >s — , ' . . � r�j"�-.� � n:.. ,.zi `� f-f v� RING - SECTION } �n cn�ned smroce% � IAinimum Weighl 7" 232 Ibs. � �" 27a ibs. SOLID COVER SECTION .Vrciiniurri We�ghl � 12d Ibs ° e COMBINATION AIR VALVE MANHOLE COVER � g, ��5 100�i DRAWINGS _ � SwKftC�r.. "_Y._.�.�. � h _... —__ �'^Ra��r _ - --- — C: lOOR ORAWINGS u u ._ _. N ..._______.. . . __. `.,,, B:909. ORAWINGS " �KOa+� � A:607. DRAWINGS � � —.O1P.tA6Rif —ti�n--�- REV a 3" RRNSS �ID bISK � 2sao o:� n fCONCRETE , y d" 9•� BOX �g' t I:OUF:R IN:�'k3tEU RF�'I/uYFt1 WAIiR PLAN VIEW SCAII: NIS � �__. _. 17'-0' fM�q .. _�'— _'_. . _...-. (SF[ NoTES) ! �' COMtlIN41qry e�H yq�y', Wj RE�NiORCED Ilnq� gpp� xi iuu.t i�°'° INHteL IONNlCIION �. L' ]I4 SS MOA CI'L4 (INU) (NCYe�ILN L'NtH \ uGDE� /5 U015K25 k 5J015N55 OR qpppOVEO lOUPL) `�-� i' Nll CORP p,l� Y/�LVC (ruo) w/ or+nss i�,wa� �"� fINISN CWDE Zy�u VSI CUNCHLItl,} .._. . � ._ 6� 1 . . NO %'G MSERS PLL�O �° .'('�'+'�: 1-P�fCf MJUi�MI� `-`-_ W.1TER VPIVC BO%--�''� - NUIt: (NO SUOSIIIU�CS) ��' 1 FiNRI F�CI�iURf IOCFiNI11 iM�II flF COOR�iN�TFA MIM k �PPROVCD Or OWNCR ) AM FNCI f1511R1 SNM 1 N�t flF I C(:Alfp IN IIRNNM.F GWN F 2' 'hT tlLNU � OR OTHER PNEAS NHCRE IT IS SUBJECT 10 SUBMERGENCE (��y�� r �OMI'.) 3 �RV CNCLOSVRC SIV�LI OC LOCAiCD WTSIDC Of GLCM RECOVERY ZONE � UOWYWIRU TA(:4YG LLffOW IU Nk SLNlWtU I'!k lIC 62-555}ZO(]I)(b) k RSWW 95I � MSlNI 511lktNl�' SWLI tl! M4NVIACfUNtU W MqHS CMAPANV VO P11N N.10I�0, �NA fl(IRIM .11�A5 6 POIrEtHrLGE Er�CLOiURES ;M�LL BC an'E GREEN i0R R�w W�ifR NNNS, CON[RI7MTf IMf .�N� fWi (I.�CI(WA511 i�Nr TABLE i � PIPELINE ARI VALVE MODEI SIZE LVPE i MW WAiEH 0-011 Pi 02 p' IWf x f(WCENiRn7(/P(1TMif U-U�V VI U2 WIIM NONSUM PIIACNMkNI }' IYNk �� MfNWASM / FARCFM4N U-021 PI UI f" r zn � � ��---- 2s a/a° � � - 2Y I/2� RING - SECTION VVC�qhl 85 los NOTES I. U 5. Fnuntlry No I 17 Rmq AnA RI Cove�, Or Fqual � ' I' BAII SRtI.�GMT SERVICE vKV MUlLLtH: d-21196 pt lOUil ]" P E TuBR+C uUELICR 700 BALL CORf` vALVE (TME IHREA� + 110 CONPRESSIQY) UI� lUU4 �- SfMlff :.M�If � w� 3 COMBINATION AIR VALVE SCALE: NiS � ti• fi p ,;� � No Prnelwl�nq' �° U U v� r��k i ioie� u u o n � o o n uu u uu (� o oo�ao n � ^ n ^ o ^ o ^ \ � u � u � o p ° j'. SOLID COVER r_ ,� „�, � : �i1��C�= ��RC��o�\� � SOIID COVER SECTION T Weighl 720 Ibs e COMBINATION AIR VALVE MANHOLE COVER CAST IRON nrr innrx Na aoi; � or � NIC r* i CITY OP CIEARWATER FIARIDA • ENCINEERINC DEPARTMENT . � 100 3. Myrlle Aw- {� ,fA Cleenreler. PI �9758 '� 'd .,� , � Y'-0' (1YP) �SEE NOTES) � 17".16"r]]' (W�D�Mj YOLYlIMYlN! lNC�OSUkk f.MFk W/ If1^KINC. H.�SP � '(W�TER fW5 COPR MODEI /I]16J) OR M1FPR<1Vff1 rouN ) >. . .� �'_. _- _ .� `� Y.' STONC OCD I' flPASG piPF \. )' 9l1' PFN� � (COMP . fiP) i y?' P E tUBIAG (SLOPE UPNARD � IUnAkU 'J!/ tllNV PI OHV) N� iNC HhtkS ALI�WlU S-%ECE OOJUS7qBlE NA1CR V/�VC 00% (!p SUBS11TlRE5) —��f%ISTINC :��fWNK ___... ._. --.---..____ �_- BASE 4UERiAt . -..._ � Yaw� m. � rn��a - ' �- MODEI U5� 'l610 OR EOU4l �67 SiOVE +-- (4N1 12 AlL PROUYU NP RClGSC VNVC) i', � 11-if! y1M7'1 �' itNJffll /�M Y�V'IMW _ VPLVE SEI OR MPROVEO EOUAI __ _ _ _ _ _. ORNN-O�f FlRIfiG """ N/ 12" lC UNA"! HOS! � -- �'�J' REWCFN fl.it ` � -�.. _ �""� �� 1' MEGA-fLnYCE B! EBM ��_` n' yn• nrNn (RNJ�YC) `- '`-�� r ;rnoi riece. re.re � �+'��I � Y111� � --n' 90' fIfNO (R1aI.Pf) .,iiiii 11Lt NOTES: - 1) AU.IUSI YlNIICAI RLIGNMtNI U! VHOI'(ISlU WAIkk1AiIN ]U ��A� RCSILCNI NCDGC �NAT !IIf.H MIN/ M.Cf1YY1111AiFt ASSFMrIIV WTE VRL�E (VJ) T) ��NB.WiIJN 4R VAL��E ASSEMBl1" k GaIE �'K`/C 5!N_L BE IIrCAi�(1 iN S�AI"WNN //^�\ J) AIR V.ICUUM �KiE Y41ER1415 SH4l 6F�. '�._.! •STAND PIPC. OPCRATMG fUOC. tr SCRCYA S7NNtC55 SiCCL '�' 1YUOL vILC[ (Yt�Vl) .INLC7 fL/JICE, Sf9�DLE SUf'f`OH7 de oW11H FlillflG OUCtIIE IRON wIT11 EPO%r COATING PEIi SECIIOV 09981 " IL��4" ILt (NNJ) •AIX `/�LYt bWY: PNUUIL[U AIUMINUM /) ALL FlIIINGS SH�IL BE RESiFAMEO � COMBINATION AIR VALVE (IYPE IV) FOR CONCENTRATE PIPE N15 f,�Ypi�lAT10N NR V.tIVf IAANMOIE fpN.lf k COYER r (:tYtT/iG iI�fWN K , CONCREfE CAFOE RINGS ivc a�seNy .uoweu -"'- I I I ��' �............_..�.. ��'.� IB"wB' RCINfIXtCCD Cpf:CRCTC fO�IEft (6r6 riWf) Ys� sroNe �'-(MiN 11: /�L� MOUND NR FELEASE �',LL��E) M-TEf l�JDEI 995 M4VfHI aIR VACUUH vnirm :,n ors naaaarn roiw J-PIECE NUJSIABIE Hnvn vNVr nox.._ �ru.n-orr nrt�,Nc (rao suesmures) ~� �-�-- � w/ i7 �e nen�n i�ose. � �_ 9�r3' REO�CFR, F�.FL <� 9J' BENO � l�-� - �" 1` �'EG4-ILANGE BY EAPA (RW�Pf) ♦ (}J'j ( Z�y 1 �1fA1��1�1��'I' /` . �^90'yBEND (RPo �PECE. PE�PE � ` �, '\ I) aDJU51 /ERfiCpL AIICNMENT OF PROPOSEO Mh!N 50 LHAi ., a" RESILEN7 NEOGE MiCH VO�vI ACCOUNOU+IFS ASSfudLY GAi[ Yf�IV[ (MJ) �) ��4FNAti(tll AiR V�IVf ASC�MAIY h CAIF vPIVF SHA.1 PF �' AOCPiEO IN $IpCWOLK ////// //f'' �7 +u rmncs �:u,ui oi eisrrwH�o �� ` 6' SPOOL PIECE (PErPE) 1 ��` B'va" 7EE fRM�) e5 COM6INATION AIR VALVE (TYPE V� FOR BACKWASH PIPE N75 ��`tz �'HA ��i/ � � m ``�\�� `�,EN3F •,�i/� �/�i i �� L .� ��a� ��y:R r�::�s _ ._= Q �' � � 1+� a � � 1. � � �� _ / � * , .k .�. `'� ;;? _ �-! _ 7 �, o ° �,/, �1j��1' ' w ' J - � l� � % �` � ` � �\ i �., F p,.'��'� / L OR1�.- �C9\�� •--� � / €��'��l��\ �..._.,.._""'_. ".°,---._...__ r�ta4�l< .�... <„�...,,, WATER TRFATMFNT PLANT N0. 2- CONTRACT //2: RAW WA`PER 'PRANSMISSION MAIN US19 CROSSING PROJECT WAT�R DETAILS HN� 112�. a�r ewr�ex �aui o aaiw. r� �»ni o�i� .. � . � � � 1 I � %' a:i smP� o� �wu.. .1�.1 �In�v: or fi�ller,,,` Cnnalr Yi�n� \ �__—` "'^. —� s�. c�t�.,-�o ao„ea 4k.•t �J f, r a v a 1 ' . � s�_ ... _ _ _ _ - . �. l CROSS SECTION a�.i.��ro� - SA< [i�bm�r.e ror �soM�THic wEw I tMl'OKAKY tKOSION CUN I KUL �KAV�L IN i tHC�.I' I OK 13EKM e CIiY INDE% NO 601 1 Of 1 NI5 �" � -i� � C' ENCINFEFINC DEP�RTYEN roA � (.) FMi dinq 91e�k I nid M1' Frrvn i�rnol -- / ,� wao no�xonmi o -/ �. .- u ��` �-4 �Ky ,.� . iL� �.` ; . �r. � w �� RW 1 11 I/2� Cau9c WN _ � f 2'd' Mevn. 8"-�0 p �.-.` � ,r- Il�nmcla fien MAn 3' S1 � 1 / . `:OOCP�abEY 4 � � 0 i U � � a i � 3� ew.�xn n- NO�ES: 1(ibrou5 (i�ICr moleriol in fronl of DIOCK prevenis grovn� from wozMn9 mto sfroct„re, 2. 2"K4" Behbd block ooA ocross lhrool he�ps kecD block m plo�c Flocc �n oulcr holc ol spocer block. � 5oie: oi nay one Sod, s�rt,uoriy piarea, may alsa be used. 7 � I �Cc- Nw� Ora�sl fi�r 'RUm+� Fie� MW✓b1 7'r!� 14eM�vJ -. BuiUng BIxF a Drpletl T�.6' � z',+' r.�en r E -�_ x,�... dm:.� � � I � �' �-n;.i�„nna ro.in-� uvvop� i� _' roHi��Y. uo�r �a con«:i� n,.a ]J MM� i:l jy,� u.t -� �i �--� n - -L �bl�a _ _ _�' �..... . . ...� . '"'".'--__..,.._-... . ..� _ .� _._ / �Fdq� PI Lnawr�, pila�t�, S��n, q�... Nwe. ;d. ww� � u�a�..bti� tuu. �'LAN VIEW ��y_2y�'�. �� Sa�N �� •. I I ( DialurCrd Ea�lh lAqe M c�.w��H� M1bw4 ,,� �-. It�� 1wNa Moa! :+f� skw� -[ —L _�`�- klMertu62d[aln... •._. -�� -..� t �si. � a r�aiid -�~ SFCIION A-A jF.Mf'OKAFty ERC1`�iC)N_.�OM11THOl�.{]IVFRSION E�ERM � I�IY iNUL% N0. WI: I OV P N.i S ., ,� CIfY Oi' GIE�flW�TER, FIORIDA ENGINEERINC DEA�PTYENf . Na. 7cpc 1 1 S:Mn�. [4.� Fb n';xdv+ami � N 8' Nnv IM.+a1� �, —1 r na�. r�r�� rM_, _._ . jf _.. ,....._� r.�.��_��o. � � �o' u,M1 I I � � TEMPORARY SEDIMENT TRAP AT_ CURB WLET " _"—_ _"__ . �� C11Y INpE% n0 601 I Of 1 Ni5 I� � ( �� ` � C'TLNCNCEflNCwOEPaRiNCNT A � �!1*7R. + � � "^Itaw Wt 1/ �4 lera5rw>Y}. -'1 i . Mxn1 .ie IF . ri�ra _�roM - CROSS 51 C IION n�a c,o��i rair l {� _�'� �`-..e :/. '� = ff `--t �_,}-�. PLAN VIEW Circu'�r Shape ia Nol Easmliol /wy Shope To Fif U�ur�oga Area AnJ le��bi Wseive lo Uieek leop Ellrc�rncy Md MoA�ly As NeceaswY ie Insure Solslaclary T.aPFinq AI S��vn.nl TEMI'ORARY_SEDIMEN1__TF2Af?,AT STORN DRAI�I._WLET e CITY INi1(k NO G05: 1 flf 1 .. .,...._,. NIS � � CITT OF CIEARWATCR, ilDP1UA ENGINEERING DEPARTNENT � FILiER FPBRIC 1. qrt 51ari 2 f+cowfe u �' r �" TrencM1 SPALIHG 0� POSTS 10 UE MAIFRIAI C d�'�' UOStule Alunq lhc line �1 Slokex 6 i11 FFfi APARI +- - _�1TTACHING. TWO SILT FENCES. �-- - � �� : " � �`�JG{ !��' li fENCC -�-' /� � t-- -�-- �- - `' �I!1�I _.�___� 2^d f[NQ �1p..�__ . �f- __ y�,�r� f`�� _ � YLA:t 1�1� �}1U - fOR MI11IinNAI SiRFNCTH iar�� sY Iut I�.� � Poinis A Sliould de Miqncr :non Pawil B S. ' VILI[N IAtlFIC Mllkkl>t CAN ,' �� SLI:OVV ilNtt + - tl! AII4CIItU IU A 4 MCH (MA%) � N.UI 1�4 LnU 1 ( .' "1 BA[NiilLEO iXfNCH �RE MESN SCREEN WH�CN N/.5 Y051 W liil ' - ``-._ DCCN fn51CNC0 10 IIIC f`OSTS IMfI IINCI �..V '�'v In.Rlf fN'n'�C MAMM. l ��Hit qePROxM�iE�x B f SI.H[ir I? ftq �nCHES Jf ftiEfl ��'M. (�: �F[ YCj� FF9i1[ Y�tEM�I I USCD VuST [xiCND wID n mao� .no ee a.cnoa[o w�H COYPAClC� B�CNtILI MnICFiAL Si�EE�L POST / ��a� -- INSTALLINC A ��, --�,� , r,-- FILI�h' FAE3h'IC SILI FENCI � +�.� 1 �I��r �; _ e ❑lV iNDE% NO 601: 1 Cf J �o �ES .. � ��,. N.s f wl i r�nwnr SM1CrI Flow Inslo!Inlio� °�,�1_. ....._GL. . ...�� .-... ROintE BOLN (P<ray<clive vien) p /� Pp5i5 ri LE�St .. )n��l �lo« Ir.slullnlirn IN 0[CPEES iu �{ry �lon� } IPcr�p-clive New) �A CIOCMVASE `�� q . �-. Di11EC�i0N t0 CRCqtE A IGNt 5[u. MiH IME ! Slorl+ (I��t Maler�d lu $IWes 4 tleckill AnA Cwnpatl Il�e F�BfiC u.1tERiAI anA E�lcnA it Inlo 11�� ira.ch fxcaw�ed S�A .� . _ . Mf`.I"n (�f MHHMf KAtl��t d11K BJin �• t. � .., _n_ � I I PO515RBW�10 - f ` NG1E5 WTO inE �rnnO4e Inslu�lotian dlQl`ID �NO � _ (fro�l E�e.ol on) _ �- � _ �- - - �� BIMY RRP . �Y .. ., �' +�- �"" `�>_ �� INSTAI I IN� A `'!� ��" > : � _. " Fl�hi F A13F?IC SIL I F �NCk '"� � _ _ � � 8 C�TY �NDE% NO 4V7. �(1i J - 4� �' n, nr __ cirr ov c�nxw�r[e, r�oRioa � �.yt �� 1R:N�.N ENGINEEPINC OEPARlNCNT .�--�++a . `. i �i ...__ . e�� , ir�sva i wc i, .. � "- '-' �.t �r' � 11LItk I�tlHll: y n.' r.n ' nv�rn. ��: S��.i ffNf.' 'n) t00x OP�M, !v: � , � �o �r .. ..� _. _ . C:1007. DRAWINGS - Br909. DRAWINGS A:607. DRAWINGS e 4T5 CIiY Oi CLEARWATEX i'LORIOA _ ENGINECRING DEPAR7MENT _ _ . Y4" IMSIAtIING � �, Mn ' ;'... 1- +3P I�l Itk ! AW2N: ?....� au :�n rn�rc MI CITY OF CLEARKATER FTDRIDA �-h ENCENEERINC DEPARTMENT � 100 3 NyrUe Ave. Cleerweter, PI 33766 •'}. '-,,h��. � USF SANDflAGS, STRAW 9A1 FS \ SPILLWAY NOTCS: Qi Ok OTHER APPROVED METHODS TO \ � I THF FNTRANCF �HAIi 9F MAINTAiNF� iN A C.HANNFI RUNOFP TO 9A9N Ai \,f �1 CONDITION THAT WILL pREVENT TRACKINC OR it0 REOUiRED WFiEN STRAW 8ALE5 SEOIMEN� BMOOCR�` / Of SCDIMCNT ONTO PUOLiC RlClli-Of-WAY TIIIS M�Y �RC USCD IN TIIIS AP�UCATION 4 1 � ti REOUIRE TOP ORESSING, REPAIR ANO/OR CLEANING OF SILT fENCE K TO 8E INCWOED ` / ANY MFASURFS USFD TO TRAP SF6IMFNT. AS 5110NT7 ON IIIL UVSIRLAM ��\41 rf.y� '( SIDE OF RIE SEOIMENT BARRIER, � 'C \ 2 WFIEN NECESSARY, WFIEELS SHA�L BE CLEANED SEt INUtx N0. 60/ SUPPLY WATER TO WASH � 3 PHIUR 10 tIJIKANCt ONIO VUdLiC RIGHI-0f WAY. YMttLS IV NlCtSSPHY I I 3. WHEN WASHING IS REOUIRED, IT SHALL BE DONE � I bN AN ARFA i�Aqll IJF� NATH CRUSHFfI ST(NJF � I �`4N��' ' F�� 0� + ORASCOIMCNi (iqONAN APPROVED SEDIMENT TRAP S � ( / f �\ Fi ow � �,•I I 1 I " � ^ 2"-3" COURSE ACCRCCATC _ ,' � 6" IHICK (MINIIAUM) � � w i I l�l� DIVERSION RIDCE — 50' MIN ---- PLAN, WHEHE IGHAIUU EXCE US�1X Z y OR GRtA�R CXISTING PAVCD � ROA�WAY � `�.`�,Ia. • t ��{. fl.� . a. .`__ _ / �� : .%� j��'F` �''� " � rnrca rnoaic ' � SECTION A - A N TEMf'ORARY EROSIOIJ CONTROL e �IVFRSION f�FRM CITY INDE% N� 602; 1 OV' 2 Ni5 CITY OF CLEARWATER, fLORIDA ENGINEERING DEPARTMENT � TCMPORARY CROSION Rr wr[ o[wYVUai M.� 0.L ef _ _ __ 2 a 2 SIa�iUre WlerTOfl 8mk N5U $aemerv� ��qy �� Sal ue Olh S lable M 1 ' _ ��ff_--''�r'��Z �`� ` �: ,� �=�.. <�P -~ �7 � �____ .� � �__ \ X _ _ `_ .�..— '—�-� l�,_ _ � �.� — _ _ � .� — -- — - — �- -..,. Eu�m -_ � � - _ � �__ -_� R�,m � PLAN VIEW�---_�'7' �- <:�= ... ^,�. ��1. —�--- � __ v- _ ,C�__ _� -- M�Ir :r.d (AN^1 �I�.rm _� X �m 1 :IiO•�� ti_.u�' .. � ne�: na,n ... � z. __ .. . � - ._ — - - 6eerNr:�. 1'm. �"^ Se��e 1 I.m Y MF . ' l. `-,r I -- ,__.--. . . � r•.�H n.,. . _ .... — .- �i� —. CROSS SECTION ~'` uM i ��g,x v.m.. Smeatr�a s e o e / su�<�w� raa u�a/o� si��;euuw� Rsquirei I! f'qe [mplies Into Ol�e. inan BodY of Waler e TEMPORARY EROSIOM CONTROL SEDIMENT BnSiN cm iHOex rq eoe; i oi i NjTS 4�� C'ENCINEEREN6 DEPARTMEN� A �' \`1�" I "� /// *`� �i/ ��`�� OP�'" N sqN�� '� `O`�,��`_` +,��,'� � A � ; �' N ' = m� � � -�� * '�- � 1 1 : �''•�l /�� %��'� ��j��`�•- FLOR�4P �C?�� ai1�� .\ i�tr� WATER TREATMENT PLANT N0. 2- CONTRACT #2: �, ---� """.'�.. �E012Q4� � ll� � J6 RAW WATER TRANSMISSION MAIN US19 CROSSING PROJ�C'I' a,4. a,�,,, „�,�„� IQZ009 HYH J. EROSION CONTROL DETAILS �ro. --- di. �a uoua o w.,n,.-.� � v.,r o�rt NPI � P(INfMNO HiIGMi fLLiER FABRIC � AiTACII Sff.URfIY IO UvSINEA4 � q V()�1 HUNqf 4' a R' iNfN(}I ` MfIH CUMMAr�lL � , f` . B4CNillt SiANDIRO DEIPIL a+eacr.�v�u_.aet� nes•�a. I'OHU:NG HlIGH I � RUNOi: 9� YF% �rtCCWNEKKU) S1qp�GE I�T � zw � .� �� , ' " i2" IAIN , (��. I 4RA1LL rLiERNAtE OEta�� IHENCN WIIH GHaVkL !%INA SINlNGIM hILItM f/tlklC NEEOEO N1iHd1T N1FE MESN SUPPJflT \�� 11 ■=1 �:.�� as:�� nrn �EIi �� 1 r �ii9e�a:�ea6ea�''.. ��u�.uu�u�� vi:eisviiamisal. ........ �. �.... :=:cemeea:€� i; ��. ii@e6ie9ieae� ' I�� I' �aa:�:� i��p, � � N � � � � \ ROq. .,.,. ----- . �� A A � ��0� _- -� � �,� o — � `� % N ` / �t _.. . ..�__ • e* r�nN wcw � �o,E�: 1 UHq' INLl1 ][UIMLNI tl�Hki�NS N2 10 tl[ USEO FOR SNRLL, NCARIY LEVEL OFA�NACE a1LL+5. (LlSS IHAN !fi) i 115F i�� 9� NMN] (1R f0111VPIFNT MiIrU STAKES (3 FI 111N LENGT�I) ] IM�TAII >'v �' NOf�fl i0P fR�V(' i� IN$VRE Si<Bil1iY � TIIC TOf� 0� TIIC fRANC (PCNOINC �ICIGIII) uusr ec r�u e[�ow rMC caouno aev.�riov UONNSlOY! 10 NNLYLNI kl1Nq1 1kUN BYf'A�7HL 7nE iHlEl � IEMI'ORnRY JYtt MAY d! N!ClSSPHY ON IHt UONNYOI'L SIU! OF IH! SIHU�IUkt NOifi RITNd1 i1LiER fABRIC � f(M �iA�lEl YECESSAflY I. IHSPECI ANO REPAI!t fEN�=C rVTER EaCll �fURf1Y tll �'+ A" WObf) SIMM CYCNi AND RCMOVC SCONCNI 'AIICN �, 1 9�C5 Of DiRnNI PONOINC MEIGHi NECESSAkY fRMIE, OvERLAPPWG l kLMUYtU SlUIMlNI SHALL tl! Ul��UyllO �� U MLMI 51411 INSTAI I ING A i°mMWiR�»r'sili ppUNO1NLQVIRIBUTE �---- � --r TCMPOR�RY SCDIMCNT C3/�r,ai�r; FILIEh' EALh'IC SIL( FENC� PFRNANMtIYSTMIIVFII — �p-M�z e /�T DROP WLCT ]. SILI fCNCE SHqLL BE PL4CED Q`! SLOPE � u�% CI7T iN�E% N0. 60]; 7 OF J C.'1N7(111Ri TO MAMIMI)f PONfMNC ffflf.�fN(.Y �' CII'/ INUFX NO ti09; 1 O4 2 � Ni5 � � r .�' NI] CRY OI QEMW,ITER, flARIOA �� M` J' ��MC� .' CITY Of CLEI.RWATER, RAPIOA FNGINEFNINC DEPAflTYEM ENGINEERMC DEPARLMENi _. ___ ____.._ . ._._ -w :� p�zi�SSN& � x,).,. ; :• — __ �",�". itr,rt•a+nk. xmrrtxl � [a�(A�MRIC OnRRICR AT DRIX' INLCT "'yp ,�, 'O�ij^ SECTION A A L �/4 1!! IIF HOME'1 7/� 1k WJI.iVNUI'11.LM N{M'L \ --� ti, .. . .. .. IOLU:i f01t �`..... .. fi��TA71fIN Cf1MPAf.� STf1RAi (C{M104r fkHp1:5 AVAIL4BlE . �u1 ;TN111ARn T'�F I fiTtl� X�lM T't p+�il ^. , n�if� Ik GHAiN N1i0N PEIMFOFiQD 1rNlt�.�.. . , �.��P. { � nLL YAVS NEnI AntED fA14AV17i1) M71 5/i'fTY I�MII I'Vl' SLOI CJHNECIOk�_ Itl (Ok IL) OG. NNI� COV�NiU M:i#1 l` . -..._. �. '�^ ��m �- � ........ .....� rv (BLOW-UP OF SHALK�E CONNEG710N) - � .�- � _ _�.�.� $TRfSGBM+D� riYf.IMA"G!T!i �F�OAIAlION ioo roor STANDARO LCNCTII . . T1PC 11 UlYIH �SC�LMMI; 10 Ntl� STNE'i P�ATE � 5/IB iN CM�IN da��q51 h LOAD LINt �---� •� __ _ . � { , i0P I OM I Mf tl�q ylNli COaIED CABIE � F1��1+1i[vr I�iK�irJi1Y �Ar�KiFk�, rrpF i,e, n d7Y MOCX NO 609. 1 Of 7 � 4 "rs K � a N O K O K ^ ,— A �., �� r,.,o- CITY Of CLEARYI�TER, FLORI ENGIN[ERING OEVARiYENI 5 vk Luaw 8d �:yl finee Hi�ol� Wclu _ � SMw*ml � — ` _ — � ( `��[� In rn�w r j�/ (� (ea.�m� _ � " " _ � -�7 i(1 1�l � _ � 111 1j i � ---- � � u_ A—___ ��'�� , 3 '� � .� � sa..e I ' r �;r�. ��,,> 0 0 � � ~- SFCTION A—A p U � � _. Yr'w�a�e-.f a � o��ICN+q . " � 1 tl�n. �I�..n 4e 4�T�. '' f+o 60] ! .__.-�-' - • ' ('L4M �/IEW ~wooasiak�,�Tw� Il��v i�<li o� d nlel prulecl�cn is uyo��o�le wl�ne 11 r nlel J�u�ns a relul iely Ilul a u (�lupea i�o gr�alcr Il�on'.;) Miere alieel ui o�lu J Ilor.v ( ul e eeUiiy Ui cls) �e IyJ�eq lhe me1M1OE 51.011 nol OpD�Y �o �nlets re<s�mq «ncenlroted Aoxs.'such as �Iree1 0� 'ni�n+�y m[diml TER4PORARI' STRAW BNL� SEDINENT BARRIER � AT STORM DRAIN_Df�OP INLCT air iNUez no m�; � a i NIS 100X DRAWINGS ._ --__.'— __— _ _ '_—._—.—_ _. .._.. . .. ►. Wn n m C:100% DRAN1NG5 —�— B:90S DRAWINGS k _ _ ___ _ __ A:60f. DRAWINGS _ ._..._ . ___ CITT Of CLEARWATER, fLONIDA ENGINEERING OEPARTMENT �� e�� Me �-�1'�-� � 1 S�NfSS baNU- p� �PVC SOi - G(klNff.f(uE Y1 02 NYLW REIN�ORCED NNYA . _ � � . _ ._. iWE III j. . .— � � __ MI'M AC[ORdNC t0 I.EEU � `fA('FinTHM/ ^ h/tM1 pl _. . } � � - � . • -CN:Ih � � s/�� . �UIOMATC fLASNINC �/ic wt+n cu�iwc cnei� X�� UE�� ucirt (oa nr ousK- STRE55 I`tATE . 1 N• IINK O�F >� DAMN 100' (OY BOIH SIDES OF CuRTA1N � 10 FLOUCC 5(RAIN) ON CCNRR 91ALL OL M�N1Y �}iACH LINES ��SF11 IN N�\iC.AMF \' ' TO SHPCKLE\ I .._. . CMANNlLS ONLY OFIENThTION N?1EN INSTALLED J R' l�`�-�- " (IIUAL SIIUAIlON - IWt III) + y�, z Ii �-51PNUaNU CONIMNUlNI _� y (� ry�,f�_ t'� _ __ 5TSItMS UGMI tlUOY -- � il/t%i ! � ----- �� j ANfiIOR I f1C�T1(INS WRIlk SUH4Al� 'L3 � 5'�� aa /LI '. (AS RECOU4EN0E0 BY � ;�� illC MANUf4G1URCR) __��,� / MIN lY� `RI\ER8E0 �\_� � "' `�/%\�/�\t��/ � � ��/ �,�/ %-�--s-� �� 's`/ �,�j.�\�`� i �`�`" • �. � \ ��- , , NOTE: MICHORMC WItH BUOYS, �� , 4} yMOYM, kLNUVL] ALl vERiICAL FORCES FPOM iliE FL(_)ATING TIJRE:IC)17Y B�ICZRI�R- TYI�E Iil �,"�Nn� sNE� rROU w�NO iwN e CITI' INDE% NO 409: Z Oi 2 LLR�TEN7 1�P05 NIS CITY OF CLCRqWATEN (LORIDA� [FIGW[CP�NO ORMRY[NT ._... . ..___.- ._... , �p YIOA�IMJ tf1Y71[M1T M _. ._ __�_ _ n� �.�. 1lMHWX_ ".i/� � y�4 � il ill � I E�cavele ihe lren_n �- / -'° � ` /, `s -�. ; Y''f: . 1 i �. r >iw� ' � i^ ena�� wra _ �.. "i�k�n me r�t��n<e �' `'.y s' a rwnr � sa m(epc.o.) svo. eo�e � bMf'� Fiilerea � ` CemM"�:In� '.nY Iu Riinof! -�`` ' � �'I' Fnwr.!t'�q Z clace m0 SIaF. Slraw Bd.+ , Ae�Kwl L��bsn Angle G t SuoNe -,�, y /' : Rr�evH ,/�:� �. %' iwu'am �v r 1�� U( � --/ r— /'�y� \C!7 � � mr imnY ana. f� � f �' "�= J�'rT'' _ — __,j r� ��K -� � N. IMm� Ba1ea ' . tt � � T4/\// f�/ / . '4��C�',�l\r` / / fl� `. , ti...\ \ h;�. i �`��;��`�\ c�f ., '.' �!\-•; �\ Boes 4us1 Be TV^Ilv - "4.F 4,� � �cnu�q w��n no cao• �� `.7 � PROF'I RI Y �NSIAI I I D 5112AW HAl l � ��o"'�y (Cross Seclion) 3 Buckfll an�l Cwnyucl U�c 4•� "�.-� Excvwt_a SoY �.G�., -. --� �r�? �," TCMPOf�i1RY Sl�f�/�,W C3�LC SCDIMCNT Ci(\RRIC� �,� _'-K �^� e CIIY INLL% NU lill: 1(JI t — �� . .C:, _ �,s t� l� j��" ln� CITY Of CIGRWAfER. lLOPIDA �r"� {�t �}ti�� ENGINEEMNC DEPMTNCM � [ � CuV.� s �rnw oAE � � _ . s... �.Pt�9i��p� . .�.�� '- .._ ... ._ .___1�, .wM _�_ _. � �. w' � _ ...... .. I Y �♦ �� CITY OF CLEARWATER, FfARIDA JRS ��/30/12 L3 � ENGINEERINC DEPARTMENT JRS 6/II�2 � 100 3 Yyrtle Ave t JRS 5�8�12 ClcarMeler, fl 33758 ar o•rt '�, � • «•: a. )' <•`.r.:' •`'.'' `r'•: :::f�'.r� � 1 �,:Yfj � i,:;8 ��/ � \ �ti�b � �� Qi ` ° oze -' _. .. .._.......:nML , �� . � �, / , `3 uin FI.BRiC �T,�"•••�.•.• , - ORNERS I I W ltEVa110N OF SiAKE k 1501AEiflIC NEW . IFBMG O%ILNIAIION �� j TEMPORARY_SEDIMENT ,��,RRIER AT DROP INLET � dIY INOE% NO fi08: 2 Of 1 N.1.S GTT Di CLEAPWATfR. FIOPIDR ENGINEERING DCPARiNEHi T7PICAl L�YOUT TYPICAL LAYWT TI�A1 WATFRS AND/OR HFFVY `MN� AND WAVF AC110N STREAMS, PONDS, AND LAKES (PROTECTEU AND NON TiDAL) I 1 I Af:LMOR F`f 51N[4M F�ON ��1 � � �� ` M � \ ��M(� Jq Pt � �� ,�� r� � sr�oa�une ..� ....., , �. . r�arosco rae � - wo' a v_u•�-,, , ,�f�J t tm� i�uirs a � �i� "� � � Y , ♦ ir ^ r�� (E� �1-, _��ANCi1(IN k Y� AYLHOR BUOY iA � ' 71i15 DIS��NCC IS VTm��LC C� OMRICR MOVCNCNT Illl( i0 i11IN f.11�VGi � flli ORCP co.vsrrsucnai � i � ; ''�_ ��, ' � � �• ( -`Jiii�S�IH � ♦_� ^'i / ANf.11di (•I� ~ IVktlIUI1Y �� CURiAIN EfOSiINC CAU.EWAY � S1AK! pi ANCH(14 EVERY 100� (TYPiC/LL) � �� ' THIS DIS?WCE ii VARIABIE �>i` � nu e�rn ' ��«�� /� � ANCNGRPi. TYPICY\I INSTAI I A �InN I AY�l1T5 � ��' '" e0F_FLOATINC TURBIQITY_ BARRIEf�S C� � (ITY W�FX N(1 FIO, I(1F 1 N�. dTY Of CIEIJIW�TER, FIONIDq ENCINEENINC DEP�XTYENi WATER TREATMENT PLANT N0. 2- CONTRACT #2: RAW WATER TRANSMISSION MAIN U519 CROSSING PROJECT EROSION CONTROL DETAILS 2012024 ,�,m ,a casm�ccnox ````III�II,/// .,�� PRV. HqN��i�/i ``` .��% . �; N S F ' J ��i ... � . � , L� � _ .�� 75 ,�'* = � � *' * � �� ; W� = -�� .�F .,� _ � � � ��',��`•_��.OR��A ��`�\ �� orc o«x�n uwui u auuf�: r�-i »oa _._ wrt --__ � � � � � I � � � i � ' � � � i , � � � � � � � � SYMBOLS � wr� r.. b "'i,..� ....�_.n �._. .. .�r / , O j � / � i � � O HYIf10M � 7/o!/O Y h np tl N � � it 0 r i 6 a � C! > a � � � U � � -ai a�wuawe i ~ u ' �� a_ — a � _ — � _ — _ _ — _ — — — � _ — � _ _ — — � _ — _ _" _ "— _" _ ' "" — _ — � _ _ � � � s � .... .,� �wr �� ..,.,.., / ia.vn�.�.i..�.r.�lrar - ^ �� .� �— GENERAL NOTES , . . .d.., � ; ,e�.y..Y.,a��.. ,�,....�.,.....�. . ,,..o ... :� „ .. .. � , � .. . d.i. .<✓ ... . ... i i..� � a..�.., , „m.� � 5��.��.0 ...r��n��v[/nN..Rr..f..r.�lic�.. .�OW�Yirl_.l.ni.�. � ,.,�.r .a.� � �,.,,. ��. ,,.,,. � �..,.,n� � .� .�.�» .� ,✓, � ��..� � ,o un , ,.. a.....�� n s , nr �.-. � ._� .,,m�,�..v .� �.�.. „r ..�, �, .,... .� eou � 0 _ _ __� _ r<«.� � d ____ � � —� — p I► D �,......-.:-- ... �4 � . � : ,., I :,, •a�.n.� -:i . i e r......,... ri -,;. ,-. �. ,_ . � " �� Q/\,� ; - ��,.�.,, , : ^o�o _ . _ : �j� ,�.._, ».^r,.w. M. � � ; c» � � /� \ a.. rw. . k, r.ur M~ " �eM R� AO � \��1 �` !a e Oerke SOac(np � M�� UIf41��tlMaMDww��lffJ Spc�,y � y �YGr I a tYp ll [NStANCf 8lTWECq SIfiNS ima�r wwr K..�er. °i� M�• • v«�Kr �w irt r . . ww., sP„a �. i .,n r. ° » � �» a rnI �r I � A�� I> lt H � u _� r.� � _ n y�. •s�. rv � n w � ..�.c.a.o:......�s.n.nn �<�..< ' GENERpL NOTES � �r,. „, o.v�, i .n..,,.:.� SYMOOLS :'�.�.f..v."., �..��-��m�r� n+vis,r i,.:wpo.��..r,,.::;��. .rr�m m � � w�,� ... �.,i� �. w,>�.,�..e �i o. <�n��a ��.�..¢ . � i e �d.o-rn�sN.�,wY:,.- V V �.:ncrr.i'�i,✓qr .,��..,., s,..y. r,.h w�, r n . - v.. ,...,�. ��._. n:, i.�:,., a.. ,aq .�:. �,... ir �,.,. _. .ar �,.._ ...,� ,., ,�. ....e..� ..� ..., . � .. 4..yne�.'..isr..........�:..��di.r�a:Nina%i�i r.rs (} V.x: Zrr 5 v: �+w.. i r •, u�J In l� .aVi. i.�, s.t...�� ...� re s.i�.v CONDI7fON5 j b ...,,.ar,....rm�,�,n.r.w. �noFasn.a�n.rr.n.m:.,,nnr�n�r«....n.r..�....,,,�..�.,.�r .ry..�. �Mf M VfY1fI1. IUJI/fMM ♦ .�� . .x �r �„Ha .:�� ..� .. �......� .. .✓i.. �.i� �� 1�.� FAM.H . �nYp �:;. FImIM YO�rfY Klm/HS rY�f�qw/IYY�NIIM:IMW�� . .-��i n�i�wi:trv � li;-e nrr.Yllf N'lNf WJI S lEMIM1•0 iMf CuME. .�. �rs ..�. w`�J..:tt ..,�aun.�i.� u�i, w. i. .�rv+, t r �.�l.l..�. p� n w`�.: •m� rrr rm_ _ MYE M' �. .....��i...rin��.i.r.n>..�n:.r.m.��w....��,�i.�.�i..x..u�. FDOT DESIGN STANDAHDS p s�`F� 2013 ML'LTILANR, WORK OUTSIDL+ SHOtiLDER 6�1* �' . . �i� �_..__...... COHNEF SIDEWAIK CLOSURE WITH TEMPOFARY CROSSWALKS SYMBOLS �i . �� m r . , � ,. ; ._.. ,..... �� . W w � ,,,< ,..�. i a., rxv. � tll/Ot�ll � � 3 � 10OX v — -- �, ,�,..�.. r'w..e � y� �._�.�.�.l�RT� � —___ __ _ � ui..owo.n a° —mr�ar .�i U � � b V t� M1Rwh � � • � mOpYM1O I43SO19 NlYM301S I sioewn�K I . ; CLOSED 39. — �� r 1�;� 6-� e 4 � <�- MID-BLOCK SIDEWALK CLOSUNE 6 P — -- �� '.. �MYMSnY � I I • : I-i.- , R 110FlIM1M � � I r�i� , \ vw� a � MIO�BLOCK 5lDEWALK CLOSUNE WITN TEMPORARY WALKWAY GFNFNAL NOTES ; < _ .. .� �.: . �. .w,.. , .,.� , �. � r . . . ......, .:.,�.�..�.�:� N . . ,.. .�.,.,. ,,,; ` ' " ' " ` coNOrrroNs .. ... . ,� . . .•. • ��•••,•� � •��•... �• ��•�. wWN �MtfMKil 1tlIfM1YlR . . - .: . .. �... rv . �..i. :..�.,.. .r.ii n. . . � . n..�. .v...n • i. ��r... N. . M([t5 b�i'IfN Mhi�![l ,.m ,., i.,,. _r , . , ,.,.,. ., c.c�ro�.0 c vo.wi:. r i.� r.. �,cn... �n:...i r+ rn.<err, . � -. NYJP �x �atnf I�r.w �� w..w1l♦ . �,,. �i�sM ,nr. ....�. .....,,.: i-n...n .�„ ..� .. ��,.. .� . rs;.... ... �u ..,.s. r. .,, .. , � . ,.. T ,. � �,. ,.. ,� .,��;. ,,. - ..,. .. . , � .: �: , ; _ . � � .: FOOT DESIGN STANDARDS ��:o"� :,o z��3 PL•'DLS7'RIAN CUVTROL FOR l'LOSVIiI's U7+ SIDL\YALKS 660 "1 ` .� cat � CITY OF CLERRWATER, PIARIDA �--n C:100R DaAVnNGS �`+ ��/b/�7 � ENCINEERINC DEPARTAfENT —i� B:90S ORAWINGS JRS E/t/17 � "� 100 S Nyrtl< Ave � A:607. OR4WING5 JRS 5/8J12 ''.f� Clearweler, FI 03968 • —....-- aFwsaN � .� c,h fl "°`� ¢ FDOT DESlGN STANDAHOS 70J3 OURATfON NOTES � s,..- ;;. m, M . .. ,-.. .n ,r ..:: w . , i.i .ery.v a ,,.a,a. ..ar, :: r.w •...w.u.�..��.. w...�.�.,n.. .. � . .� �� we �..rm CONDlTIONS a.ww� r. rrHn�r .um•.r��. Frwr++ w +.rx rrrnxs � �'Miu'1� IiK .M(I (ION1 Ii�M 3 W� MDJ f�OSiX 1NF.Y S IO I41 IN� M I�y111�AY iF�/ SvfE1 +7ULTILANR, R'ORK ON SHOULDER 6�Z 1'0 WATER TREATMENT PLANT N0. 2— CONTRACT �/2: RAW WA1'ER TRANSMISSION MAIN US19 CROSSING PROJECT MAiNTENANCE OF TRAFFIC ````\, � �""/ /,/�/� �� v. HAlyp� i�i � �P''�ENSF ��'•��'G � . ` �, , ,, T ' � �%I I � � I ..� � � � / 1 _ � � �W— r � � .�.. * � � % ' �� i = � � ♦ � 'r ,� � ` %,��1 F�oR�.°-•��•• /� �s � �. �....�,. wne amr aw( �r' ' z3 __ .�.� � � —_ ai'i uism: ntwe's .au�Ti��F � uan -- u t � a SYMBOLS � w�.� Y�. � ;w�w . i�..r,�,w. : IAy 4I I�.r I I�V+ � ♦... '�n. �rN w �n..r I...�w 4rw I..+ � ��.e ��. 1�...�... . w.�. o_«ro a.... � �.. �.�« w. �ane � �r.....,.s,..�. .�,,...., �..�r,- rans+o« ......,�..r.EN�RAL..NOi.E.w.. r.w.�....�.m...:� 3 �:aa:�� :� y��tlt`:i>.::,�� N. . �e Y .0 �I i . ♦ �r �M r.�..i.. .vi �:. i,v �:.� ....�.i��ri •iH� +�e iui � u r. �. i�. �.� s� a�i...>s(J ��K�ou a.� reNsrii e. niJ •+x.. ��^rv,l�'n ��... n. 1�..�� 1�n'..hiG�+t .n� IN�. M. I/JIf A� �.. . �nl+iN..�.n�v�ni, JNr.n.��n�> r��1�.r.��s�.J�..• .a�M�. SYIr�-i, nlr�.: nrrv ..s ... �'I.nM...,H �Iks. MV,r,a:-l.-� GFwY r��flr.�n�.�� .r>.� .. ��nnv�JU r..� .�1�� I�i•.nu0.+! FDOT DESIGN ST 1013 �. .,ar. ' Df„RATfONYHOYES r., 1.....1.I(.. ,. 5u� � nu�..uN + .i:�� tr�..t�rgk��.+-.n...•.r.NrMr ni�..� - m: o> re e:i ... ...,� r i �. . .e�. rr /inWr,yrr MULTI[,ANE, WORR NEAR INT%R4BCTION ML'llIAN OR OUT3ID13 LANL U�Y3MY �.I � tl0� � O�Otl � G-� � � �' � � � � — — -- ......- — -1--- — — . . . ...- — — —� ... . � .., ., � �• _.. � _.. p . _.. • . �i�.....•_.,-�._' i': ��7 • _— _ i ( � I q o o � � �;..�,,..,� I I�-- -_ , . , - — � <,r,.,, ' ' i u .,,, r -- -- - -- -- „ u�q � � 1 � �...« � I`! �I6.� •..�I� i11YP �Wlt SYE[OtuGfINfS r�� r Q� l� ��'µ DO !�[0 wY � I �t �EM qIFCAS � y�b vr�cs[Mi LEfT LANE CLOSEO ON FAR SIDE OF MINON p��pr SIDESTAEET � FE51'pfCTED TUNNING MOVEMfMS � �Q OroV - a o._..._. . . . i a � 0 d 3 a , - -- ---- _ � b � - - .�- 0 n M�lurM _ p a — . � • .+,., — _.� __ � _ i''�I� o a D D a.� I1 •... u .� -- _ � —�.�, _ ,-,.► I -' -- "' � .. � r _��_ ' .,, i i -r i lffilM[ �.. . Cr�D � rK�o - MUS7 �0� xow �o�. � ..,� , _. � ��..u,� .� vccma � uas � p� i � eon n� WImLfO � I a11E�0 .�. A.�., .0 .��«� LEFT UNEI�cLOSED ON,FAR SIOE OFoIN+ENS�ECTfON TUNNING MOVEMEN IS ALLOWEO 100% fNffl 14pFx � 616 l DISTANM�E OETWEEMsS1GNS +I�wM01 _I i r r�.. n. ":r. „c r m .-.ew.• tn•... •r, r ,��1.e.E�h�x 7ltlYiC �+/N(1� . N� IM o.vr� iIr I Se•W '^ rw �.. iar ��h� r rvnr�� ipnl e�l r�w ,, � WWw y _ _ r,x�N�+'� �� J� '_ TaD/e f/ TuYcr Lcr�yff� . Mcryc !11' tMera� 7ronsftionl �ss..a � � 1 .. i.p�. ; +nr . ur > �� i k ;n � .. ,p .. ,�.� :M..�. , .�... . ,.,. i _ . �.., . •..:,. i i v i .. .... FDOT OESIGN STANDARUS �Ma� �ff� DiL11.TY1.ANE, WOItK �ICAR IN'C�RSLrCTI0�1 . ,o. 1013 MEDIAt� OR OUTSIDL I.A?Ili 616 3 �o.•r e.: __.... ._..-- _�-- C: 100>.' DRAWING -- --y�� B: 907. DRAWINCS � A:609, DRAWINGS - -- - •• i. ,t CITY OF CLEARWATBR FIARIDA � JRS �t/Ja/i2 � ENCINEERINC DEPARTMENT ___ JRS 9/1/12 �' _� � IOO s NyrLle Ave -�- - ----�� -- Cleerweler, FI 73768 � JRS 5/H/12 '� REVlsinu v ex o+a m .' � t I � � J l 1 l J� .� a — __ '..._._ —_. _...— _ — ..._ _.. ._.__ _ a a . -_ � - . . . b n., �... _— �+ . . � . a,�� ..._�.,..��...... • • � -�-• • . — .. _ __.._ __ _ . .._.... J1y!.. � . � b ° 1 F (� � .�„ ��..1 � f � ,� ' .�„ � � ,� ,..,�.,, , ,, ..� .� � � � , � ; ,=��...a�..; ��,. _ , .�.� ; ' I ; I= � � i , .. eio � r�� - nwo �ana SvFEDINGfiNfS I. � '.I...,.... nw,��Onw� 4' YEI�O oaue�co � •EM �OR�[RS PNESLNI •, ••� I M � .rv. hP�.. If4l� x. . <ie..�Nl.rr�en n .., r.�r. c.�e .n... RIGHT LANE CLOSE� ON fAR 5lDE OF MINOR SIDESTREET p15TMICC BfTWEEN 51GlYS c.a v�r..s m � � � r -:n:�r."�"k..-� ie: w: n p �� .a P.s wtl . , K.. TrNa ! OcvKe Spacing Mr. OMSn. RM«r 4.w�� in.� fMH CW�w ��1�I•�fn+N I�Y+1 lM�r Mr.w� . Mr� n�wNrw Iw�� qr+ tyr I�w i� Ir��v n �i �n n w IJIrII f0 !J %-1p Toble 11 l�7N �'� Teper LengtA - Merpe t1101 � `I (!Y Laferal TranslNon) + iR�i nr� r.xrro.� _-.��.._____. .. _ ...._ n /d' � . '_" � Ai H' w.. ..� . .... ......... P ..._._... lf :i. �` ✓ ,e_.�.._ b —Pn� H �0 1+11 � ra mp . -1` b ,I r d ."_'__'" _' r f'w�`J. ^e N � :l 0 0 D D 9 ' > :,N � �� ^r.: , r, ., �., ..�, . , �:r. �x i ,:r PWO r � I .- n�r� �.. f i�q .�� . i nr �.�rr �.: ri.: �� ' • ... ' .� _ I...� d IM��.di��rrwl... n�l,.� . i . ,. . ..._..e ♦ . .. �ONR .__`__ / *` ... L�O MIC�O ! / n� ( MINIYt t POIO fORR . '� �' �y4 nr nwu SPECOIML (IN[S MR� OpIBLED a��C ■�EM iONKCNS PXESENI RIGMi LANf CLOSED ON fAR S1DE OF INTERSfCTION WITH SIGNIFICANT FIGHT TUNNING MOVEMfMS � ,.. - . . ,. � ., w�.mr��o ....��„r.-.� n. `�:.�.:.., n.vr.. .�.,,.... FOOT DESIGN STANDARDS 2013 MULTILAKII, R'ORK NEAR YVTBRSBCTID�1 �o yIIIUTAN OR VUTSIDIS LANC 6�6 Z WATER TREATMENT PLANT N0. 2- CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSIKG PROJECT MA[NTENANCE OF TRAFFIC �cna�i ��\�i�iiilii/�� ,��` �.�• HAN�✓/ ��i ��QP. ��NSE '•��' ��i ` � �� v •�' � � �ti' � �� \ � � 'W_ � � — , * . �µ!— ' � — ' ��tP�� a � ? � �* '• / :�C� � OC� i/'a''� , r�i /O� ' t`�' `� r '�/ �` "L" r V ,�� /. �C�7�A� .�� u6 veu_NWn M Cww�^Y. �.� JR4 xoa�z arr �w�¢� ��r �a�ii �o auuw; ri �i ii>>i � wrt i 1 � � 1 C� � � � �� % Call FDOT Construction Proj ect Administrator a minimum of two weeks in advance of ro osed working in the p p State Ri t of Way & All work within � the State Right of Way must be coordinated and approved by the FDOT Proj ect Administrator: Joe Blasewitz 727-530-7600 Pinellas Permits Office C727) 570-5101 Permit # 2o12-H-799-242 � FPN 25688i-1-52-01 15150 00o SR 55 � City of Clearwater � �� 1 1 Permittee shall notify TMC � C813) 615-8657 of the exact time any lane closure begins and a second phone call when the lane closure is removed. , RULE 14�6 STATE OF FLORIDA OEPARTMENT OF TRANSPORTATION 710-010.85 UTILITY PERMIT occ � o�;o �' � � J � � � PERMIT NO.: �; �-N -� �-;� L SECTION NO.: I JI ,�jC� STATE ROAD US19 COUNTY Pinellas FDOT construction is proposed or underway. � Yes � No Financial Project ID: Is this work related to an approved Utility Work Schedule? ❑ Yes � No If yes, Document Number: PERMITTEE: City of Clearwater ADDRESS: 100 S. Myrtle Avenue TELEPHONE NUMBER: (727) 562 - 4750 CITY/STATE/ZIP: Clearwater, Florida 33756 �� iC The above PERMITTEE requests permission from the State of Florida Depa�tment of Transportatlon�reinafter c�lled the FDOT, to construct, operate and maintain the following: See Attachment 1. p?�-�� y,r�j Ft (?(7 { r r.:�:.+�� :i Ls` ;�t' ��i f'?-- cL1�- t`ct w '. � r .� . FROM: See Attachment 1. � C` C{ TO: See Attachment 1. Submitted for the PERMITTEE by: Contact Information Name and Company AddressJTelephone/E-Mail (if applfcable) Signature Date (Typed or Prfnted Legibly) 7650 West Courtney Campbell Causeway, Tampa FI Bozhidar V. Handjiev, P.E. 33607 /� �� cf/� � URS Corporation phone: 813-G36-2177, bozho.handjiev@urs.com � 1. The Perrnittee 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 Seotember 14. 2012 to the foHowing utiliiies known to be involved or potentially impacted in the area of the proposed installation: _ _ __ _ � , � � L�l � �� I I � � 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 staRing 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$J� Teiephone 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 ta 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 pertnitted work has begun. ff the beginning date is more than siMy (60) days ftom the date of peRnit 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 Permittes. 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 shalt 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 Utitity 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 beyo�d 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 FOOT, 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 privikeges 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 PeRnittee must take mea��!i��e display of safety devices that may be necessary in order to safely conduct the public through the project area in accordan 0 s amended by the UAM. 13. Shauld the Permittee be desirous of keeping its utilities in place and out of service, the Permittee, by executioNO�is�p��nowledges its present and continuing ownership of its utilities Iocated between CeP a�ove and within the FDOT's RNV as set forth above. Whenever the Permittee removes its facilities, it shall be��lj[e(,F��i�'��j��t(�d expense. The Permittee, at its sole expense, shall promptly remove said out of service utilities whenever the FDOT datermines said remova is in tlie`�public interest. 14. In the event contaminated soit is encountered by the Permittee or anyone within the permitted construction limits, the Permittee shall immedi9tely 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 Pertnittee may be required by the FDOT or its agents to perfortn the folfowing activities with respect to a Pennittee's facilities: physically expose ordirect exposure of underground facilities, Page 1 of 2 U RULE 14-06 STATE OF FIORIDA DEPARTMENT OF TRANSPORTATION UTILITY PERMIT �io-o�aes , UTILITIES OGC - 00/10 provide any necessary support to facilities andior cover, de-energize or alter aerial facilities as deemed necessary for protection and safety. 16. Pursuant to Section 337.409 (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 orentered 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, o� 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: i� � �' + .r ,�_��rr�.��t�i r � �.�� I It is understood and agreed that commencement by the Permittee is acknowledgment and acceptance of the binding �ature 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 slgnature, 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 sign�ed 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 forml �jNO ❑ YES If Yes, pages are attached. Y' i � .-.-- � PERMITTEE Robert Fahey, P.E. / Engineer Utility Manager SIGNATURE �� j ,��.-� DATE: � �_�,3'_ 12 Name & Title of Authorized Permittee or Agent (Typed r PHnted �egibly) APPROVED BY:; �j � DAT� �9 ZO s� Dtstrict Maintenance Engineer or Designee � UTII.ITY PERMIT FtNAL INSPECTION CERTIFICATION DATE: DATE WORK STARTED: DATE WORK COMPLETED: INSPECTED BY: (Permittee or Agent) CHANGE APPROVED BY: DATE: Distrfct Maintenance Engineer or Deslgnee I the undersigned Perrnittee do hereby CERTIFY thatthe 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 FDOTs Engineer and are attached to this peRnit. 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 T d or Printed le ibl CC: District Permit Office Permittee � � � � � � � � Page 2 of 2 � ' ' � � ATTACHMENT 1 � 1. Crossing US 19 at approximately midblock between SR60 ta 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 No2 to the east. The directional drill reamer size � will be 12". The drill length within the US 19 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. CJ ' , � � � � ' � � City of Clearwater Water Treatment P1ant No.2 — Contract 2: Raw Water Transmission Main US19 Crossing Project � November 2012 1 FDOT Permit 2012-H-799-242 Su pplementa I I nstructions: 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 {ane 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. ' � , � � i � 1 � LJ � � � � � i �� 1 1 � i ' , ' � � ' , ' ' F.D.O.T. R�Q�JIR�M�NTS PERMITTEE MUST COMPLY W1TH THE FULLOWING 'The Pinellas 1�Iaintenunce Office must be natit'ied 48 hours in adva�tce of startin� ��ork iu t�e I+.D.O.'I'. ri�ht-of-way. Ph. 72( 7l 570_5102. NO'I�I�:: �� t►en insfialli��; nn�iti��le co�itl��9� liues of tivhich a poe�tioe5 is i�ite��cied tcr be leas+��l «�� scfld t�f nnotlicr irtilit�� compaiay�, thc ric�v [cssec-€�ot>ncr mtist obtstin an .zC�pa-o��e[f permit from the i)cp:�rt��sit pr��r to t�ccii�s�ncy. Idefcr to E`U[2111�;'�'1' C;:1:11. Digrmg r�•itl�out kncn��in� wl�ere it's saPe to dig can cau�e treluend�us damabe, aii:�ctin� yaur eleclric, telcphone, cable television, «ater, setii•er ancl gas service outages or even loss of life! I:f you"re doing any digging� ��-ithiu the state of Florida, state la�v rec�uires you to no�ify Sunshine State (�ne Csill e�f Florida (SSOCOF) t�vo Uusiness days bclore you dig. 1-$00-432-4770 This is a ti•ee seivice ta help keep Florida safe! http:/Icallsunshine. com/corp/index.html lt is the respansibility of the �ermittee to deterinine a�ad comply ��vith all county and municipal are�rnances that relate to the constnictioi� or other activity as described on tl�is per�nit. Some ordinaiices are more stringent thaiY tl�e Department of Trausportakion requiremenls. Alt construction. and/or maintenance �f ut.i(ity equip�nent located in tl�e T'.D.O."I'. Rigl.�t-of=V1/ay must � canform to the Fzderal Manual on tJnitorm Traftic Control Devices (M.UTCD), the F.U.(�.T. roadway aud traffic design stand�u•ds and the standard specifications for road and bri�lge construction. � I� i� , �' ' � _1 Ceitified density reports are required o.0 all backtill work within shoulder paints of roadway and uiust be submitted lo the F.D.O.T., Pinellas Maint�nance Of�ce. "['his per.i.l�it does nat autl�arize tl�e constructio�y of any new sidewalk or drainage c��nuections in the F.D.O."I'. right-of-«ay. A copy of this approved pe�mit, ineluding al] plans, must b� maintained on Yhe job site Uefare work commences in the F'.D.O."I'. right-of-way aa�d �uust be auade available during constructioohnaintenance. NOTE: Any sidewalk disturbed will be re�laced by section within 72 hour, to F.D.O.T. specifications. If constructioii, reconstruction, repair, or mamtenance activity necessitates the closuig of one or inore 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 cominencmg work on this project. 335.15 F.S. 7/86; 336.07 F.S. 7/86. i� F.D.O.T. UTILITY PERMIT # 2012-H-799-242 #19 SPECIAL INS1'RUC'I'IONS: NO L,ANE CLOSIIRES 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 OP 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. OR.i?iC:l�: i2i � i k;C i I�'i�; ;i�1C I:"t'1� t�I;�'[S 111;5'1' [',l�; ��OIt� li�' .�1.1, 1'I;�3SOaS i�`�'O1,;"��;[) �4'1'1't�� '1'E14� t'�,I2;bI[ 1' 4V1{(Ll_, i'1 l III: S �_� 1'L� RIf.;F{"C- OI�-�l�;0'4'. 5) ROADVVAY ItES'1'OR.�1'ION 1'�'lLL U'I'ILI;f;F� l40 PSI EA;CAVA'I.'1131:E: FIAWABLE F1I.1...1ND asphalt pl�ced witlii« the State Right of �tray shail be placed "Futl Depth", (2) 3" lifts of SY 1 Z.S, (2) 2" lifts ot SP 9.5, Typical sections �vill need to be provided ��ithin the plans for ttie pave�nent pllcemeut. �1ILL AND RESGRI'ACE TI�E ROAD�'tjAY 50 I�EET .CIT'HER SID� OF TIIE C"EN"I'ER I,INF: OF't'111�: AS.PHAI,i' PATCH 28 llAY'S Ak"TF.R lNS7'��LI.r�1"101� 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 QRDER 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 5-83 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) 9) 10) ALL SIDEWALK CURB RAMPS SHALL HAVE DETECTABLE WARNING SURFACES (TRLTNCATED DOMES) AS PER FDOT STANDARD SPECIFICATIONS 527 & STANDARD INDEX 304. ANY DISTURBE:D AR�A IN FDOT ROW S�iALL BG RESTORED TO EQLIAL OR I3LTTER THt�N THE PRE-F.:X1�"I`1NG CONi�17 tUN. SOD ADJACENT TO SIDEWALK SHALL BE PLACED FLUSH WITH THE TOP OF THE SIDEWALK. LJ � � u � ' � ' �J � � �� ' , � H:\PERMITS�IVEW INSERTSIOPEN CUT & BORE INSERT-1.DOC ' � ' � 11) , , ' 12) � F.D.O.T. UTILITY PERMIT # 2012-H-199-242 #19 SP.ECIAL INSTRLICTIONS; CUNTINL�EU STOCK PILING OF MATERIALS IN THE RIGHT OF WAY IS NOT ALLOWED. ALL BORE AND RECEIVE PITS ARE TO BE SHEETED, BRACED OR PROPERLY SLOPED AS NEEDED. 13) A SUBSURFACE SOIL AND DRAINAGE REPORT TS 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 MACHR�ERY BEFORE WORKING IN THE STATE RIGHT-OF-WAY. THE MINIMUNi DEPTH COVER ON THE 2INCH BORE PARALLEL ROADWAY IS 3 FEET 0 INCEIES. ' MAINTAIN A MRVIMUM OF 24INCHES CLEARANCE FROM OTHER UTILITIES AND STORM DRAIN STRUCTURES. PRE-REAMING MUST BE IMPLEMENTED PRIOR TO PULLBACK. , 15) ' , � , � � � ' i 1 16} ALL DIRECTIONAL BORES MUST BE SCHEDULED AND PERFORMED AS A CONTINUOUS OPERATION UNTIL COMPLETE. 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) fF "I.'HI+: .BUR�: UPERATION IS D�!',F:i�I.ED UNSCICSN:SSFU1.. BY 't'HE F.D.U.'1'. AREA MAINTE:YAIYCE ENGINEER;TFIE PRUPOSED UTILITY l�'1LL BE GROUTED A�'�1D ABANDONED. TIIE FOLLOWING ARE EI�AMPLES BUT NOT LIMITED TO. MECfiANICAL FAILURE YREVENTINC 't'HE CnM.PI.E'C'ION OF TNE PU1.I.BACK IN A'I'iMELY MANNER, IMPASSABI.,F. OBSTi2UC't10N, 5.�;'1"I'I.Eb1ENT UR HEAVING OF THF S`CA'fE ROAD. 18) 19) THE PERMITTEE WILL TAKE ALL MAINTENANCE RESPONSIBILITIES FOR A PERIOD OF ONE YEAR AFTER COMPLETION OF CONSTRUCTION. NO WORK SHALL BE PERFORMED DURING THE WEEKS OF ANY STATE OR FEDERAL HOLIDAYS. 20) FUR WOI2K NOT 1NVULVING LANE CI.OSLiRE5, YEIi1VIITTEF. & CUi�"CR4CT�K SHA.1,1, FOLLOW TIiE STANDARD WORK SCHEDULE OF MU�iDAY THRUUGH rRIDAY 7:OU ,�112 - _5:30 PM WIiILE WORKING WITIIIN Tf�E STATE RIGHT OF VVAY UNLESS OTFIER VVISE iV0'TEll'�VI.1'HI.N "CHF PER.MIT. DEVF,A'I'IONS SHA[,L BE ItI�:QUES'l'F1) BY'THF, PF ILt•II'1"I'1!;�: 1N Wlt.l.'l'ING W1TH Jt1ST1FICAT[ONS I1V AllVANCE OF'CHE P. ROPU5ED CIIANCG�. THE DEPARTMENT OF TRANSPORTATION RESERVES THE RIGHT TO MAKE ADJUSTMENTS TO ANY PERMITTED METHOD OF :INSTALLATION, SCOPE, RESTORATION AND PUBLIC SAFETY THAT ARISE DUE TD UNFORSEEN CONDITIONS DUR[NG CONSTRUCTION. H:IPERMITS�NEW 1NSERTS\bPEN CUT & BORE INSERT-I.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 V4iITHOUT 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 PR.ACTICAL. TEMPORARY STORAGE OF CONSTRUCTION EQUII'MENT AND MATERIALS (I.E., POLES, CABLE, PIl'E, 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, PROWIDED 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 TR.ANSPORTATION SPECIFICATIONS. ANY DRNEWAY 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 DRNEWAY. THE PERMITTEE IS RESPONSIBLE FOR FILING PERMIT APPLICATIONS WITH THE PROPER MUNICIl'AL 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 BE1NG 1NTRODUCED 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 APFROPRIATE 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 � � � ' LJ ' i ' ' � � � � �l � � , �� \ .. .:. �,,. �, -:3 � �.,,� �+�z5� �"�.��_ . � � 1'hoto 1— Looking east towards U S 1 y ti�oni ihe Lity utility easement. 111is �s ttie approxui�atc location where the 8" pipe will run from west and across US 19. City of Clearwater Water Treatment Plant No.2 — Contract 2: Raw Water Transmission Main US19 Crossing Project November 2012 2 a � I ,� ��. � � ,� �;�� s�t� �.� _ . , � „ ,. � � �... ,. Photo 2— Laoking east across US 19. 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 — Cantract 2: Raw Water Transmission Main US l9 Crossing Project November 2012 3 � ' �.. _ ,� « � � I li I M".`T�^�ke... _ . �•�q'_ "_� . ..... ,. .. � ._ ....1 . .� .� ,+ � I ,.�y3; . � �4 • �ti�~� �.� ' � � r � _. : . ..�- ._ , ,� . . w . .. . . ., ��.�� rti�� .�� - . �� '.-� "� ..��;.=�. . Photo 3— Looking west towards US 19 from the City Water Treatment Plant No2 site. This is the approximate location where the 8" pipe will cross US 19. City of Clearwater Water Treatment Plant No.2 — Contracl 2: Raw Water Transmission Main US 19 Crossing Project November 2012 4 ;.�... _. . .�. ... �-�,°...�,_ �� _ , . _ :,,::J�� k , � .. .� � .F ��" , „� , :� �- � . � . - S„ $ �.{�y .}�' .. . .'�., # �-~�_ -�_ ' 43 .12 . ZQ12 13 ;15 _- — � � . . :��, �.r i's�r��. ._. .... ,=...a�''t Photo 4— Looking east at the City Water Treatment 1'lant No2 site. City of Clearwater Water Treatment Plant No.2 - Contract 2: Raw Water Transmission Main US 19 Crossing Project November 2012 � � � �� ' i � �_�� 1 ' � � ' ' ` ' LL 0 �f � �� - ,�� ,� � � �;� �� a� � _�� I I � ��:,,, �� ,. Engineering Department 100 S. Myrtle Avenue, Clear•water, F,lor•ida 33756 2� ; �- - �-i -�7� �� - �;� `� � �I�� , `� ,-- 1,`\ L� � .�. OF j,yF�!..� - /,�- ,� , O � - - �`� ��\ - - - � � �. _ -- - �� _,%, __ _- �� ;� �_� � ,� -.�TE R , _,.�� WATER TREATMENT PI.ANT NO. 2- CONTRACT #2: R.AW WATER TRANSMISSION MAIN US19 CROSSING PROJECT (1U-0039-UT) ��,�, ,—,_ I l�'� �� niorrn+ �`� � ` � �`i � �' �i . J, � p �� ,}<} � yt�i ,�` . o � ` , ° ��_i O �� ('!��i . y� � � � r�'- � ,....� �-� ;�� ?� �� _ � 1ru��;� �� • ' , � l l e � -, . `t "' �,t k i'� � a �� ,' :, �� `l :� w� �� r 7 /` � ( :'/.' �J � %!� � � ',. :-=- ��.,a '?' . ��_;' ; ��,,��►� � ��,,,,,� ��\pQ;�� i s FN�✓%�i �`^/�` ,-�,` �� , �p, � � .* � _ ' = , , � * 1 � W — ^*� � ,0`�� -� � ; _ � � . . � % � �� OQ'�� ` \� �j �,�.',.�FLOR� - !�' �� / �SSION A�- �\�` CTTY OFFICIALS ��/�l t J I I I 11�� Gcorge 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 Ttacy Mercer Public Utilities Director `_— Michael D. Quillen, P.E. E��ED City Engineer R��j Approved By �OV 1 g Z0�2 ��i� h:N�:Irvi:i:x4p'.11,{I'I I�.4t'�I»��a./.!-� . � Date Approved p{NELLRS MAINTENANCE > 00 % DRA WINGS Plan Set No. 20 > 2024 , ' i ' , � ,u � n V S ' , � O U / [1 Q Q , U a� 3 a � O rv '� 3 ¢ w U n F , x ' a 'B � , , ' , ' ' , � a 0 � O ¢ a K J 2 � rt ['�t� RA NOTFS: 1 LOC�710N5, EIEVAitONS, µD qMENSONS Of E%iSTINC UikIMS, SiRUC1URE5 I,ND OIHER fEA7UFE5 ARE SHOMN ACCORDMG TO TNE BES� W�OR4�TId1 AVNLABIE A� INE TIME Oi PRFPARATION Of IHESE PLANS. BUi DO NOT PURPORI i0 BE ABSOLU7FlY GORRECT. THERE Y�Y BE 0TlIER INPRO�EMEN75, UPlI1lE5. ETC NTMCH ME Nt7HIN IHE PROJECi ARE� �NO IWCH NA14 BEEN MSi�LLED AND CONSIRUC�ED 41/CE l/lE P�PARATION Of MFSE PLANS 1HE CONTRACTOF SHPlI �RI�Y, PRIOR TO CONSiRUCIIpl, h1E �OCATIONS, EIEVA�ONS, NID MYEN4WS OF M.L E%IS71NG UPUllES, S7RUCiVRES AND OR1ER FEATURES (WHEiHER IXi NOT 5l10'/M ON iHE PLnNS) AFFECiMC iH15 WOfU( PRIOR TO COIAUENCEMENf OF CONSiRUCiqN. M'Y OENATIONS FR011 TMEA PlANS MUSI BE APPROVED BY ME ENdNEEA �iOF i0 IYPICNENTATION 2 iNE WfORMAiION MtONDED IN iNESE PLANS IS SOLELY 10 ASSISi ME CONiRACiOR W �SSE59NG T1E NANRE �ND EklENT OF ME E%IS71NC CONOI110N5 XMiCH NAV BE ENCIXIl11EpE0 WHI11G IHE COUtSE OF NIXtI( ALL CONtR�CTORS ARE DIRECTEO, Pitlpt TO BD01NC, TO CONDUCT NN�IlITR IHKS71LA71dJ NFCFSSARY TO OFLERNINE MC ACN�L CONDIilOMS TMAi 1NLl BE ENCOUNT[RED 3 TNE CONTRACTIXi SHALL NOPfY iNE ONNER'S PROJECT REPRESENTATIK IYYEDIPiELY MHFN CONFUCiS BETMEEN DRAwNGS AND ACiU�� LONDIIIQVS ARE DISCOKREO 4 Cp51ING Uf1UIIE5 TO iNDINDUAL PR01'EA1iE5 ME NOT SMONN ON INE DRAINNGS THE CpIIIiACfOR SH�LL BE RESPON9BLE fOR FIElO IOCAIING FN� PROiECTING NL SERNCES AND fOR 11AINIMVING THEM Ai ALL liMES CONIRAC�OR 91AL1 CONVIh'M LOCATON (�FR11C�L k NOR120NTAL) Oi ALL PoTABLE WA7ER SERNCE LINES 8 WRSIEWAiER 4AM5 OR OTnEP E%IS71NC UIILIiIfS N1iNIN iME PROJECI COFplppt PRIOR TO E%CAVAIINC MID/bR qRECT10NAL ORIIUNG 5 IT SIIALL BE ME COfITR�CTCq'S RESPoNSIBILITY TO LOCATE, GROiECT, ANO SUPPORT NL E%IS7ING UPl1PE5 ON h115 PflOJEtT. CONTRACTOR SIIAIL COORDINA7E N1iH Fl� OMER U10.1�T OKNERS idt THE RESqLTION Of CONR�C75 �NY COSTS INCUNkEO SHHl BE BORNE BY ME CONiPACTOF AND NO CLNYS NAY BE NAOE AG0.iN5I ME PROJECi OMNER ftlt MfY CONNCiS e AN� DAYAGE CAUSEO 8Y (NE CON7RACi0R'S kORK 91AL1 BE REPUCED OR REPNREO SOLELY A1 ME CONiRACTCN�S E%PENSE 7 THE CONTfl�Cfdt SM�LL BE RESPONSIBLE fOR COOROWATNG NITH ALL JURISOICPp1AL 80qE5 /JID UTIUTY COYPANIES M1TMN THE WIXiN U1IIl5. iHE CONiR�C�OR SMAII PRONOE AT LEAST 48 HOUR$ N0710E TO iHC VRRIWS UTILITY C04PRNIES IN ORDER 70 PERMIT TIE LOCAiION 0! EIOSiWG UNDERCFOUNO UiILITIES IN �DVIJICE OF casraurnoa CONTACi U7ILIPES NONICAiId/ CEN7CR �T BII. THC CONIRACTOR SMALL NOT BE CpAPENSATED FOX ANY DELAYS WE TO HIS fNtUFE TO IOCAIE �lt E%ISlMG U7RI/IE5 PPoOF! TO (ANO NiERD Of) P�MINED CONSTlIVCPON ARE�S B ALL UNOERGRWNO UIIUTIES ktl5f BE IN PIACE ANO TES�ED OFt INSPECiEO PRION IO £INAL BASE ANO PA�EMENI CONSiFUC110N (�5 APPUC�dLE) 9 17 IS TME CONTRACTOR'S RESPON519LIiY TO BECWE FM1lIAR M1R1 ME PERMT AND INSPECiION REWIRENENTS SPEGFlED 0Y THE VAfnd1S GOVERMMENTnI �GENpES AND iNE ENGNEER �ND 70 SECUHE r1NV ADd710NM PERWTS MAi qRE REp1IRf0 THE CONTRRCTOR SNALL COYPLY wITH �LL lOC/�L. SiATE AND FEDERAL REp1lnTI0N5 10 SOD ALL MEAS LC�T BARHEN AND OR OISNRBFD BY Cp15TRUC710H IN ACCORD�NCE MiH IHE �CCMNCK SI'ECN1Gf101f5 11 iTPE p" 500 USED TO qE570RE ONNER-4ArNiuNEO MER iN RiLHi O4' W�V SHML BE COOPOINRIFD N1TH IIIE ONNER 1� ME CONLRACIOR SMALL REPUCE Ali P�NMQ STI.Si�IZEO EAFiH, CUABS, DRIKwAYS, 9DEwALKS, ETC M1iN NATERIUS 0� TNE SAYf TmF OR BETTER MAN T1Ai RENOKO WRING CONSitiVCT10N. iJ EpSnNC PLAN7 MATERI�L MtiHIN AffCCiEO LNIDSLAVED AREAS SMAIL BE CANENLLT FEUOVED, POiIEO PHD PHOPERLY STORED /�ND MNNiNNFD FOR SuBSEWENT NEPLANIiNG UPON CWPLEiIpJ Oi WpRK IN iHE MEA. REMO�ED VLANiS OR IHEIR REPUCEMENTS AS NECESSI�RY SHUL BF REMAN7E0, (FRPLIZED AND WA7EPED. i< A R[pSiEREO LAND SURYEYOR (FLORIDA 110ENSEO PSM) AT iHE CdliRACiOR'S C%PENSE SHALL RESET ALL SECiidl CdtNERS OR PROPCRtt CORNERS qAOCAiEO OP dSNRBED BY THE CONSTRUCiION AC71NPE5 �5 MPE LENGMS SNONN OtJ THE MM/S IRE MPRO%IYATE �C1UI�L lENG7H5 IJ2E TO BE DETERMINED BY ME CON7RnCi0R WRING LdJSTRUCTION I6 Ml E%ISiINC ANO NEW VALKS. YALVE HDxES, ANU WNHOLES SfALL BE PFOiECtEO AND APRISTE� 10 fI1/t5ME0 GRADE AS SHONN ON THE PLANS PLL V�L�ES PND VALVE BOkES SMUL RE4AIN �CCESSIBLE AT ALL iiMES AlL VAL�ES iNAi NIp1i BE COVEflED WPiNG CONSiHUC110N SMALL eE MARNEO N1TH A YARNER (CREEN FOR SENER, BLUE FOq WATER AND PURPLE �OR RFlISF) THAi15 A YIN Of 4 FEET ABOK CAADE CpI1RACiIX2 i0 COORqNA7E VAL6E CDNINOL N11H lllE IMSFEC70R 0.LL VAL�FS t1NDfF CONS7RUCTION ARE 10 REIAAIN CLOSED DURiNC LONSiRUCnON I] IHE CON7FACi0ft SNALL BE RESPdI5181E FOR REAqV/�1 ANO DISPDSAL Of FNY UNSUITABIE MA7ERI�L (ROY HIS (MiRATION FURNI,SMIHG �ND CfJ1APACiINC SUITABIE REVL�CEMENI BAp(FllL MAiERIP1 ST1A�� BE IN ACCOROANCE N1M ALL FE�ERAt, SiATE, AND LOGAL RECUU7i0N5. IB TNE CONTRACiOR IS RESVONSIBLE fOq PROPER NOiiFICAnQ1 Of INSPECttlC AURICRi11E5 BEf'ORE AND DURWG LIXJSIRUCirON. PINELLAS COUNTY R/W CONSTRUCTION NOTES: I iM! E%IS1iNG XOADW�Y pA�EMENT IS 1qi i0 BE OVEN CUT OR pSiURBED A�� Ui1LITY CROSSINGS SHNL AE BY dREC110NA1 IX2111 PFR FOOT UTIiTIES ACCOMAIOOATId1 MANUAL 2 ML PRO�OSED WORN MU51 C011FYY MiN IH! �OOi 'RO�DWAY PLANS PREPMAfIQV YANVAL� (IE. VPM). -Of-WAY INSTALLAilONS N111 E IN A NC tN 710ES J ALL RICN� B C[IXtDA E TM PRAC REfERENCED IN THE STAIE OP ROPIOA UPLIilES ACCO4MOOailONS NPNUnL 4. ALL OCSICN AN� CONSTRUC110N MUSi CONlOpN !0 �HE MINMUM SIANOMDS SEi DOYM IN �WELLAS GWNTY LNIO DE�ELOPMENi, 20NING ANO/OR REIRTED ORDINANCES, /�ND 14NIMVM TES7ING FREWEtiGY PEOUIREMENTS 5, SIGN AND BMRIC�OES SnAll BE M ALCOROMIGE M1In 7HE U 5. DEPqRiMENT OF TRPNSPOftlRTON'S 'tlANVI.L Of UIMFORM TRAFi1C CONTROL DENCES' AND 7NF fIORIDA pEPM14EN1 Oi fRANSPCRT�710N'S �ROADWAT �HD iRAFfIC DES�CN STANDMDS� INpE%ES 600 THRWpI 6]0 (LAIFST EDIPbNS) b SRFE PE�ESfRIAN TRAFFIC IS i0 BE MAINTAINED AT 0.tt TiMES ] pNY SIDEW�IN VMiCH BECOYES VNpERMINED MUSi BE REMOVEO AND REPLACED. SIDCWAIi(5 AflE 70 BC RECONS1AUCiEO NI7M1N THREE (]) OAYS KIEF REMOVAL NHEN EI(ISPNG SIOEwALK IS REMOYEU, IT IS i0 BE RENO�ED IO 1NE NEAREST ,/(IiNI B INS�AILAIIpry$ INVOINNC CCNCREIE �ND NSf'HA�I OWVEWAY, IN Gp00 CQYDIiION, 4UST 9E ACCOIIPUAIED BY JACK PND BORE OR PUSHiNC NO JCiiM1G M1LL �E ALLO Y.fD 9 CWPACIION i0R PiPE BRCNFILL $HALL COMPLI' M1iN A0.5Ht0 I-99 (160;) 10 pSiURBED MCA MtiNIN iHE RICIIT-OF-WAY 'Ml� p[ CdAP/CTEO �0 t00Z OF YAMMIUTA p[NSITY �ND SODDED II p0 Npi OISIU0.B E%ISIINC UNDENDRNN CR $ipRM $YSiENS If IILiRAiION 9ED IS dSiURBEO, C(X1TACi iHE RPEA INSPECTOR NIi11 TiE PINELI AS COUNTY HIC,NWAY �EPAR7MENi AT 164-8900 fOR ASSSTANCE �] RESIORq110H Of CURB, S1NtE�. DRIYEWAVS AND R4GEMENI p SW SNAIL BE ....w...�L;: �'iiiu'< ;� C%�AVniIGh SIM1iNG iN AnC1iiCR rREn Bv SAME Cp11RA•:iGR IJ NO S�OCNPI�ING 0( NRTCRIAL W ROAOWAV OR ON SIOEWN.N: �LL qRT pND DCORiS M1LL BE REYOVED FRdI JOB SITE OAILY ROA05 ANO SIDEW�l1c5 IO BE SMEP/ DAILY AS PART pi DAILY CIE�N-UP, I� ANY PIXtMk! Of THE XOMW�Y iHAT SUSTAiNS EXC[S9VE fpNSIRUCiIdI RElA1FD DAwAGf, IN R1E OPW10N Of RNELLAS CWNTY MCHWAY DEPARIMENT, SHALI BE REPAtltCD AT CONiRAC70Fi CKPCNSC 1N A YANNER SPCCIFlED PY PMlELIAS CIXINTY HIGMW�Y D[PARLWEN7 15 PPiOH 10 COMNENCEMENi OF WpqK Alq/pt VRiOR i0 SiART OF PE510R�IIOH, COdidNATE THRdldl � WAIK-TMRqlpl' YRM PMF�lAS CWN7V WGMWAY DEPMIYENt REPRESENTAiIYE IO ENSURE NU7UAt �GitEE�ENI FECUtD�NG SUCH N�7LER5 AS C1t1ENi 0� ROMWAY TO BE O�iRLA10 AF1ER PATCMNG, ME CMiENi IX' ORIKW�Y REPL�CFYENI - ESPECIALLY CONCFEiE, ETC I6 V11UTY WSiµl,pllONS /J!D BORE PIl E%CAVAnONS SHML N01 OCCUH VAIHW 5 fEET OF THE EIKE Of PAKNFNI NCNC PNY Vk1ELL�5 Cd1NTY N�JN7NME0 ftOADWAY 1]. SIDEWAU( ClNtB RAMPS OISNRBED BY LM15 CONSiAUL110N SH�II BE REPLACEO PER VDOi INOE% /!W IE ME MRNIIIEE'S �RENTON IS DINECIEO i0 TC PRONSIONS 0� ME TRENGI SRfEf1 ACi (�LIXIIDA STANIFS. SECIION SSJ60 E� SEp) AND iHE OCCUPAiION�L 7Y N HE LiH AIN,IiNi TRATION EXC VR ON SA� � SAfE � D A S A il ETY STANDARDS Z9 C R � SECTlON 1976.65D, SlIBP1FT B) NHlpl SXALL APPLY TO CWSiRUC7id1, OPERAiNk! ,WD 4AINIENANQ PUFSU1Ni TO INiS MRMT 19 iYFE OF 500 USED TO RESfORE OYMER-NAINTAINEO ARL� IN RIfNi-OF- WAY SMNLL 6E COORdNATED MTM OKNEF 20 NO STPEEi 41�11 BE C�05ED N1iNWT i11E WFITIEN PEau55lON Of iNE PiNELLAS COUNTY 7R.lFfIG O�NS'p/ Ai LEAST 18 HWR �OVANCE COOROINAPOfI IS REOUIRED 41 ME flESTOR�i10H OF PAYEYENT OPEN [lll5 SH/�L� 8E IN ACCORDANCE X1iH PC NDEX /1291 ViIll2MG ME iLOWABLC F1Ll OPtION (SEE DCTFL ON GlANS). Pi IHE ROADWRY P��EMENT SNAIL BE MILllO �ND RESUIKACED U41f5 i0 BE 41NIMUM 25 iEEI TO EALN SIOE Oi ME DISNRBED MEA FOR A NLL IANE M1DTH fqt F�CH L�NE INPAC D. � 2.] L.WE CLOSURES $MALL NOi OCGUR WRMC IHE PF.A1c MWR PEMODS OF ]:00 AM 10 9�.00 AM ANO �:00 PM TO 7�.00 PN. 7R N¢u� c�pp� MAIN SYS7fM NO t: C��UC��: 1 CW&NATpI NR V/�LYE LOCA710N5 ME APPRO%IMATE [pNIR�CiOR TO LOCATE NR V�IV[ AT HICH PqNI ALONC RPEUNE BASED ON qGIUAL CONSIRUCiCO GROfIIE 1 nit PVC PIPWG SMALI COMlOR1I TO �WWq SiNIDM� C900 Oft C909 N/O HAVF � M�%IMUN DYEN90N R�710 OF IB� KL HDPE RPNG SfAll COHFOR4 10 ANWA C906 AND MA6E NI WTSiDE DIMIETER EpIrLL TO qP PIPE FQR 1ME SM1E 9ZE AN� A MININUM qYENAON HA710 0� f7, UNlE55 O11tER1NSE NOTEO VIPC SIIALL NAK R MIMNVY PRESSURE R�i1NC OF /50 P51 3 ALL TRANSMISSidI YAINS SNALI 8E RESiRNNED JOINi (YJ) .k1D INSTALLED BY pIRECiION�I ORILL MEiHOD MHERE PO$gBIE OR UfiLE55 9IONN OiMERN15E pN THE ORANINC$ GplR7ACTOR SHALL RESTRAIN PIPE MIO IITiMMS IN AGCOROPNCf M1M iHE RESIFNNT TABLE 4i0NN ON ME DE�AIL 41EE�5. CONTRACIOR i0 RE5IRNN EASTING PiPE NHERF FEWIRED IN ACCORDAN(Y MM MF qE51NNNT iqBtE CONiRACfOR SHALI USE RESiRaNED JpNTS OIItY: NO COfICF(iE THRUS! BLOCKS OR THRUST COLLpPS SMAIL UE PEPMITTEO / COORqNA7E liE-1N5 TO E%IS7iNG QTT uA1N5 N1TM Gtt PEPSONNE� E%IS11NG VAL�ES SMKI BE OPER�7ED BY iHE GTY OF CIEMWAiER. CONiRACTOft SMALL dE HESPONSIBLE fdi ORRININC EqSnNC MRINS AS NEEOFA 5 AlL PIPE SHqLL BE PRESSIRE IESIEO AND LE�K IEStEO iN �CCOPpMICE NITH �MY/A SiANDRRO C-600 �NO 1HE SPECi1CAPONS. 6 WRiNG CONS�RUCPON NMEHE�ER ANY PIV[�INE �5 LEFT UN.1i7ENOC1l, iLNPqYNtY PLlIGS SHpLL BE INSi�LIFD AT KL OPEHINGS TEMPORART PLUCS 91/�yL BE W�iER TIQ/T, AND OF SULH DC4GN 10 PflEYENT ENTR1'INiO iHE PIPE. ] SEPMA7Nk15: A Hd2�ZdITRI SEPMAPON Cf J FEET (EDGE 70 EDQ) SHAtI BE MAINTMNED BEPA£EN RAW Op fRESH WAIER NAINS �ND PE4AIMED WAiER OR WAiER NAiNS INC�VDWG SENNCE/MEiEN DO%ES A MINI4UM HORIZdITAI SCPMAIIOH OF 6 �EE� (EOGE TO EOGE) SHFLL BE MAINTNNED BEiN£EN ft�W wA7ER NAINS AND �41 WASIEWATER NNNS. f�OqtOA OEPA4IMENT OF EHNRp1MENTAL PROIEC110N (FpEFJ REOUIREU PI%NG $EPARAPONS SH4lL 9E Y�INTNNEO AT AlL TIMES. A YFRTICM CLEMnNCE Cf IB INMES SHALL BE uAINiNH[D BERKEH 1HE RAW OR iNESM uRINS AND ML WASTFWA1fR Y,UNS, OR RE0.AINED WATEk MAINS 8 I1L 11NNS SMALL HAYE A WN�4UM OF ]6 INdfES Cf CO�ER y � NAXINU4 0� b FEC1 OF COVER UNLESS SHONN OMERWISE PNONDE A NINIYVY OF ] fEEi Oi COKR OYEfl V111J11ES Ai qLL qTCH CROSSMGS 9 ALL ROADWAY CROSSM1G5 ME TO BE CUVS�RV('�ED BY qpCC7�CNAL WI�L NEfHOp UNlE55 OiHEFN1$E INOIC�7E0 ON iHE PL�NS. 10 SAW CU1 E%ISIiNG EDGE-Of-PAVE�ENI PRlqi 10 ASPHqLT OR CONCAETE RENOVAL, OR AS REOUIRED PY fD07 OR PINELIAS COUN7Y NHCN NIMIN THOSE ROW LIM�15 Il WSIILLLAli0N5 IHVOLNNG CONCRf�E N!D ASPHALT ORIYFWAY, iN COOD CONDITION, NU51 OE ACCO4PL191CD BY DIRECIWNAL DR�LL NEPIOD NO dT/WC N1Ll BE /LLOMED 1� 1HE CONtRACiDR SNKL FlEtD YFR��Y TIiE CONNECTON PdNTS (INCLUpNG, pUT N0T LIMIiEO TO, �OCATICNS ANp EIFVATI0N5 Oi UTILITIES) PFIOR 70 ME C0IWENCEMENT pi CONSfflUCflpl ALL qSCREFANGES SHALI 6E REPORIED t0 ME ElIpNEER 0� RECORD IMMEOIAIELY 13 qSIURBED �PER N1fMIN IH RI 1 Y L �E V IEU 10 5 E LN OF WA ML L011 AC 9Bf. 0� M,1%IAIUN DENSTY AND SOODED All. OPEN CUi /�RE�S TO BE L04PACiEU i0 951[ MOqFiE� PROCTdt W OPEN ARE/,5 CAMPAC�IQV i0R PiPE BEDDMIG SH�It COMFLY M17M AASMTO T-99 (100;). 14 1HE CONiRACiOR'S ATiENilp1 IS DIRECiEO TO T1E PRON90N5 a TNE TqENCn SAfETT ACT (ROfiOn S7AiU1ES, SECPON 5lJ.60 Ei. SC0 ) AND iNE OCCUPATIONAL SAGEiY AND HEALTH AD4INISTRAiiON E%CRVATION SR(ftY STANflARpS (M CfR SEC710N 19Z6 650. SUBPARI B) WltlCN SMALI IPPLr i0 tLL CCNSTRUCiION IS DO NO! Oi51UR�3 [%IS11NC UNDER DHAM OR SfORN SYSIENS I! IILiflAlION BED IS dSNRBED, CONT�C7 7HE ARE� INSPECTOR, i6 COORUiNAiE iHE CUt11NG Of ONIYEMAY$ iNlM pNNER PRiCR IO CUI RLL OAIVEW�YS MLL BE IN PASSABIE CONdllpl Ai THE ENO OF R1E WORN DnV I) CONCAEiE DqIYLWATS PERYIi1ED 10 dE CUT AAE 10 BE RESiORE� M11H 6� 0� J000 Py CdICqETE N1M 6' % 6" IOGA WNf %ACE t/)' E%PANSiON JdNi BCTNCEN �ACK OF CVAB ANU NEW DRIVE ANY POR110N Oi DFt�FWAY AT OR NEAP GUT 1HAT AFCWES IINOER41NE0 N1lL pE R(NOt40 GRiOR 70 CONCRfTE BEINC P�ACF11 F%�StINC CRACKS IN DRIVEWAYS ME IO BE DOCUMENiEO AS PRE-EMISfINC OR 1HAT SECTION NERACE� �7 PINCLLAS CWNiY OR iME GiYS C41iON MEA BENERI�I PAiCM i0 BE MECHAYiCALLY lAMPED PNIOfl IO PIAGNG CIXJCHEiE MIMMUN PEPAIN NqiH �0 dE 5' N1iH NO SEC71DN5 LEfi SMALIER n1EN 5' IE qSPHALT ORi�[S PEFM177E0 10 9E CUT AR( IO BE RESi0RE0 UIIL12iNG n1E SANE NAiERIAL AS E%ISPNC BAS[ N11ry MINIMUN 6' THICNXESS A$FHAL7 TO 8E CC-3 OR �LIERNAI! APPROVED BY PINELLAS COUNIY HIGHWAY OtPARiMENi OR ME CITY PRIOR i� '.:SL :SPlintl IS i0 BE CCUPACiED TO �CHiEK DEM4Tr REW�RFUEN?5 �(M FC-J RCCEIPiS AND CELi�ERY 71CKEt5 SMWID RE(LECi SWPLiER AND MIS C[qpFiCAPpN �5 i0 i1PE 0� �SP11ALi SUPRIFO - j. -- - ,�.,,�., �.. -- _-'_ _-__ ° '"'�� ° � � C 1007. DRAWINCS � ` -�,f- o eoz oenwwcs � .._. ._»Gre�iwi[� _. - -_ ..._. ._ __. _- __ - ...__ - -. ...._. ; 'P°"O`fD a" A: 60R DRAWINCS ��- I REVISION 19 RESTORA�ON OF GURB, SIRFfi, ORIV[WAVS µp p�AGE�ENT Of 500 91NL BC COMPLEIEO PRIIX2 �O ENCAYAiIOH STMTNG IN ANOMER MEA Bl' SAUE COryTRACTOR. 20 PIACE E%PAH90N JqN75 BE7MFEN B�CK-p�-�ypg pN0 CONCREIE ORIKWAY 21 ANY DISiUflBEO MEAS IN ME FOOL q/W SHq�y BE RE510fVE0 (0 EWA� pµ BEffER 7MAN 7HE PRE-E%ISlING CONDiiION. ALl PEPNRS SMLL� BE �E PER f00i STANDMO k SPEGfIC�TONS Y3 YMfFE fORCE MA�NS. WA7ER MAINS, OR REVSE MNNS ME LAIO N11HW f USE OF f1T11NG5, THE MA%14UM OEFLECIION $HAII 9[ SpxO( THAT RELOYNENDFD BY R1[ Y�NUFACIUAER YJ li SMALL BE TNE RESPdJ51011ITY OF TIIE COry7R�Cld: TO PFODUCf, SUB4IT AHD OBiNN MPROYAL Oi REPRO�UqBIE 'AS-BUILi' OPANINGS FRpA JURISDICPON,LL �GENqES AS MAY BE PEWNED 2� THE 'AS-BUILT' OFAWNGS TO BE PREPMEO BY iNE CONTRAC70R M�0 SUB41TiED AI iHE 7I4E � TME REWESt iqi p L[T7ER Of qE�EASE 10 PLACE 1HF. CONSIRUCiiON INiO SERNCE N1LL QEMLY OEMCi iH[ VEqTiC,LL uE/Ji�NCES BETAFEN W�iER, YMEN (INCLUOINC 570R11) MID REUSE 4NE5 Ai KL CF059NG5 ANO PARMLEI flUNS MTIERC TNL MORIIONTAL $EPMALION IS 1E55 irypN 10 iEC�. W ADdPON, TIE CEN7ER Of VNCUT IFNGiHS OF PIPE U 1 AT PdNTS dF CROSS G SUAILY 0 FEE N 5 1MLL 9E D�1uENiFO ON T1E DAAIMNCS ANp AlL MII�CAiION CONSTRUC710N YEASI1ftE5 CIEAR�V DERCiEO IN CASES NYI[RE A NIN�MVY OF IB INCNES OF YFpTICAL q.EMANCE BCTMEEN T1E WA1ER AND SENfq (WLUpWG S70pM) L1NE5 IS NOi POSSIBIE. MAINTENANCE OF iRAFFlC: 1 AlL PROPOSEU W(NiK MUST CWPI.T NIM f00i INpE% NO 600 2 Ml PIGHT-O�-WAY N!$IALLAl10N5 M1Ll 9E iN ACCQqOANCE N11M PpACI10E5 11Fi'EflENCFO IN TNE STAiE OF flORIOA UiILITY ACCd/NODA710N5 N/JIUAL- J. SAFC P[D�SiP�AN 7RAFFIC IS 70 BE uNNTAINEO Fi N.L 7IMES NO PEDESiflIAN PAMW�T �5 TO BE RE40K0, BLOCKED CR OtSNflAEO N1IMOUT NANNG A SUFFIGENT DESIW�7ED fEMPOH�RT PEDESIAIAN PAT APPpOPpIA E MWAY l 7 PEOESTRIAN �nm u 4AINTENANCE OG IRAGGIC 51CNS (INOE% 660) M RACE PNIOR i0 PA1HW�1' gEING nffECTEO. �. SIGNS �ND BARRICADES SHML tlE IN ACCORD�NGE N1I/1 7ME U.S. DEP�RIMEN� Of TRANSPORtATId/'S 'MtANUAL OR UNIFORU TqpfFIC CON1ROl DENfES" AND ME ildtiOA DlPMINENI Cf 7RPNSVORLATION'S "ROADWAI' µ0 iiV13'1lC DFSiCN STANOAROS' INOEItES 600 �HRWCH 670 (L�TES7 EDIT�) 5 AT lE�SI ONE l.M1E OF TR�fFIC WlL BE OPEN AI Al1 IIYES YMElIEI�EA iRAFfIC IS RFOUCED 70 ONF IANE, �fIAGNEN AND flAC4EM NIEAD� SICNS N1LL BE UTIli2E0 APPROPpIAiE BAM:ICADES AND 'CbISiRUCTI011 ulE�O� 4GN5 SH�LL BE UP112E0 PER f00! NANUA� IRAffiC CON7ROL iNPWGH WORK lON[ NO LMIE 0.05UNE5 ME ALLOMEO YAMWT 1B NWRS NOTIFIC�TION TO THE DEP/RTMENT k PPoOR �PPRDVAI BY TME f00T INSVECIOfl KL YAINIENMICE 0� iRKfIC SNALL COMPLY M11H F001 OESICN SiA1qAltp INOFX 600 - 6l0 k THF M.WUN ON lWfOflN TR�fVlC CONTNOL DENCES 6 N�INiCNMICE OG TRAlFIC M17HIN PINEtIAS Cd1NiY ANO f00T RitlIT-Q�-WAK M1ll USE fDOT STAND�RD INDEM NO 600, AS MPIIC�BLE ) CONTqqCTOR N1lL MA1T F CCRTIFIFO MOT ENPIOKf 011 47C 0 ALL DAMACEO CIJT 1RAfFIC SIGNAt INDl1CTON LOOPS SMA�L BE RESiOHED / RCPLACEO AT ME CONIRACIOR'S EXPENSE CIXJtRI.CfOR $HALL COOROINAiE 1NIM qiY ON CWNiY SIIJf AS APPtIL�BLE t0 �NY E%ISIWC 100P5 BEINC CUi TO MAKE 51CNAl ADJUSiMENiS OUPoNC CONSTRUCnON SURVEY NOTES: I. SUF�[Y PRONOE[1 BY: - CIIY Of CLEMWAIER FOft RlL PARK SIIES/CiIY OMNEO PROPERliES - POL�FiS ASSOCIA7E5, Y.'L, (Atl ROW LINITS) 7165 SuNNtt1RtE BLW, SUITF 0, 0.EARWATEP, R J3765 J THE MORIZONfPL O�iUY IS fLIXtq� STATE PIMIE COORDM�TES, NAD 83-96, RORIOA WCST 20NE 4 THE YfRTIL�L DAiUTA IS N A V.0 19BB - - - •. .. __ �\ �. CITY Of CLEARNATER, FIARIDA - r � dRi tt/b/tP c� ENCINEERINC DEPARTMENT JRS 8/I/14 r'�< l00 3 Nyrtle Ave � '� ,1RS 5/8/12 '� Clenr�ler, FI 33�58 � �C .._- _ o.a R ,'4'�... m b11A+� 7R PRO -TION c.pp ; NHENE PROPOSLD 9iE �NPRO�SNENIS INW�y[ AN1' COfI57flUCTON ACIINIIES �OJALCNi i0 ANV PROIEC7E➢ 10.Ef5, PMiIIXILNtLY BENE�iH ME �IPLMIE/CM10PT Of AN EXISIINC IPEE. ME CONTNACiOR N1Ll BE REOUIR(0 �O INSTALL iME dLYS APPR04E0 IREE BARRICADES TNE PEWIRED CITY TpEE B�IRMCRDES YUST BE INSTALLEO, INSPECTED AND MPRO�£D BY M[ CIiYS ENqNEERWC PEPPESENT�TIVE, PIIIOR �0 YOBIL12Allb1 OR iHE START OF CANSIRUCIION AC71N71ES AOJ�CENT TO ANY PROTECTED 1PEC CdI57RVC/k711 AC7INTIES INGLUOE, &)T ME NOT LIMIIEO TO ME Si��NC, SiORAGE IXi PMHMlG 0� VENCLES EWIPMENi. N�7ERIALS M10 DEBPIS IH ADDI7IW, AN WTERNATId1AL SOCIE7Y OF ARBptICULiuRE Q5�) CERPFlED �N80RI5T SHALL PER(ORM, pi OIFECTLT SIIPERNSi �4lY ANO .�LL REq11RED 7REE TFIMMINC/PRUHING ACiMPES REWipEO BY 1HE CONSfRUCiION IHE d1Y5 ENUNEERMG REPREgNIA11K FOR iREE PROTECPd/ ISSUES IS IW KURT2, 5[NIOR �ANDSCAPE ARd11TECi, W ME dTY Of CLEARWAIER'S ENGNEERiNC OEPARTIAENT qt (1j)) Sg]-4]]7 7REE PROTECTION NOTES. I iHE CONTRACTOR VK� OE RESPON9BLE �Oft AOHERING i0 �LL 1REE PIi0TEC110N YEp5URE5 PEq1lAE0 BY 7HE tlTY Of dEARWATER'S COOES, ORDINNICES Ntl Si�NDARD SPEQFlCA71q15. fH15 NILL 1N0.UOE Al1 7REE BMPoCAOES, ROOT PRUNING ANU iREE TRINMING/FRUNING ACP�1i1E5 IMESE REWIRENENTS N1Ll MPLY VATHIN ittE SPEC�FlED LIMITS OF NIXiK, AND NILL �L50 BE MPLtCABLE IN PlL ARE�S M[PC LE GOIItAACt�P Nb/OR MIS SUBCONiNACTORS STACE, STORf OR PAfM �FMICLES, EOUPMFNT, MFKbAlS AND OEBMS 4 nLL 7REE PRUNINC AN�/qt ROOi PRUNINC ON E%IS71NG TR(FS IO BE PRESER�FO M1lL ONIY BE PfFFORMFD BY OR UNDER ME DNECT SUPEFN40N Of �N INTERN�PONAL SOdETY OF qqBOfi1CULNRE QSA) CERTIFIED ARBdtIST. fURMENAIORE, ALL TpEE NURI( SMALL CONFOAIA TO ME AMERICAN NATNRIRL SiANDMDS IN5117UTE (MJ9) 2001, /�(�/.,pADOtly,_StMn___ fCR 7RCF ��( Q2R�__ IiDR - 1141 ��1g°�a__ n _°Yit u _ ijll�Hg� �icmXi�xlnlG� � �-3na �� J NMERF CAIIED fOR ON 1}1E PLANS, MSiALL TREE BAlIRIfADES, ER040N CpiiROL/SILT iENpNC OF OMER MPROKD PROiECT14E BMRIERS ARWND �Ll TREES TO BE PRESERYED, PER C17Y ST�NDAIiO DEiAIL. MHERE MPl1CABLE, PROIECIIYf BARRIEFS MLL BE PLAQD W ROOi PRUNE TFENGMES 4 PRIOR TO hNY �IC(D CHANCES TAKINC p��CE. IT N!ll BE THE CONTRRCTOR'S RESPONSI6ILITT TO RENEW THE POiEN71AL IYPALTS TO EXISTWG TRCES M11H IYS LERTIfiE� /JIBORIST, ANO INCLUDE ANY A1/0 ALL RECpAMENDEO TIiEE PF01ECMk1 11EAAlA[5 W MS PROPOSN i0 NOp1iT lllE MPROVEO OESGN iME CITYS ENdNEERING REPflESENTRiIVE MUST APPHOYF. IN MHI�NC, ANY CHANC[5 i0 IHC APPROVED OCSIQI PRIOR TO IMPIEMCNTAPQV Of $ND Cl1ANGF. 5 TNE CONiR�CTqt MLL AVOID NIV OPEN EXCAVAMNIS, fILL OR OMER CONSTRUCiION ACfIN71E5 M}IENE4ER POSSIBLE N11HIN ME CN�MAL AOOT 20NE OF pNY E%ISIMIG TREE (1E, UNDEA 7HE DRIPUNE/CANOPV) 6 N11ERE CANSTPUCTION AClIN71E5 ME ANnCiPATED �0 LAS� fdt AN E%7ENOFD PEFIOD Oi TIME NEAR EASiING T0.EE5, iHE C(kliRACTOq SHr1Ll INST/LL AND MAIN7NN LITY APPROVED IREE BARMCADES �S SHOYM W THE ST�NDARD DE7AIL5 �NO �PPRD�ED BY iHE piYS ENCJNEERINC REPRESENTAPVE ]. N��.]' iPS, NULfJ1 OR IHO7NER d151110NING SURFACE YAiEPoAI PPPROVED BY lllE LYTYS CNdNEEA1NG REPRESENTATIVE SH�tt 9F MACED TO A NINIMUN DEPRI Oi 10 OYER �REAS NNERE ROOTS ME PNESENi ANO GONSTRUCPON TRAFfIC OCCURS. B ALL TREE PROIECiIpI 4EASURES SHALI RE4MN IN R/�CE AT �lL TIMES DURING CONSiRVCIION UNPL iNE p!f S ENfJlEEftING REPRESENTA7IK AUMORIZES REMOVAI 9 iNF CpiTRRCTOR N111 C00li ATE N1 N II FiNC i OIN T THC C YS ENpNEE �+CPFFSEN APK, 71M KURTZ �(72]) 562-{)J], TO OBTAIN MPROV�L IN ADVPNCE OF qNY �11D �LL WORK NIIMIN iHE CR�IICqL R t 2di V%I 11 00 E Of �N E 5 NG TREE TREE LOCATION: I ALL iqF.F PRUWNG rW0/OR ROOT PIi1HNNG ON E%IS71NC TREES TO REMAIN S11�L1 qVLY BE PERfORMED BY OR UNOER T11E DIRECT Sl1PEPN510N OF aN INTERNATIONAL SOCIEiY OF ARBIXtICULNRE (t5A) CERTIFIED ARBDRIST NRTHERYORE, ALL iREE NORK SMALI CONFOR4 i0 tHE �MERICAN NAiIp1AL SiPNDM05 IN511lUIE (�NSi) 1001, ANERIC�N NAPONRt STpND�RO fOR TRFF CARE OPERAIIONS � iRCC, SIRUB N!D OIHER WOODY PLANT MI.INTEN�NCE - 51ANDMD PRAClICES (f`NUNMIG) AN4 �]00 2 NHERE RCWiRED, INSiI�LL ip[E BARPICADES, EROypt1 CpNTROI/Sllt FENCING OP OiNER APPROYED PROIEGPVF 9ARRiEItS ARWHO AlL iREES 70 BE PNESERVED, PEN C�TY STANDMD DCiAIL NNEFE APPLICnBLE f'R4TEGii�F BANRIEHS SnNL BE !'LACED IN RO01 PRUNE iRENCMFS ] CONSTFUC710N MATERIALS, VEHIClES. EMMPNEH7, SdLS, OEBRIS nND SUPPl�ES SHI�L NOT BE S1pRE0 N11NIN iME DRIP UNE/PRO1fGP1�E B�RRIER AREA UN�ER ANY IREE TO REMAIN. 4 y{HICLES uNDEN ANY 1REE 511ALL N07 BE PMNFO M1iHIN iME DRIP UNE/➢ROTECn�E B�RRIER AREA OF TNE TREE INCLUOING S1qGiNG FRE�S 5 WOODOIIPS, MULCH p(t ANOTH[R (,YJ$HIONIryG SURLACE MATERI�I MPROVED BY 1HE G1YS PEPRCSCNIA7IVE SHALL BE PtACEO TO A M1NiNVM DEPIH Of 10 INCMES OVER MFRS M41ERE R00T5 ARE PRfYNT ANO CONSTRUCiION 7RAFiIG �CCURS 8 Kl TREE PItOIECTtON ME�SURES SHnLL REMAM w PLACE AT �lL TIMES DURINC CONSiNUC110N UNIIL iHE [I�YS NEPRESENfATIVE �VTNOR12E5 RfMO�/�L ROOT PRUNING SGOPE: MHERE PR04'OSEO CONSLRIICTION INPROKNENTS INYOIVE EXCAVAlION AND/OR IMPACTS TO IHE CRIIICAI Rppi ZONE Of PROIECIED INEES, RiE CCNiRACiOR SMALL 9E fffOUINE� i0 HA\f nN IN7EXNAPONAI. SOdETY OF ARBORIWLNRE (ISA) CEN11fIED MBCAISi PERiORM, OR DIRECILY SUPERNSE R00T PqUNINC TO RE�UCE 7ME YP�CTS Oi CONSTRUCTICH ME CRIIICAL ROOT TONE IS FWIVMEHT TO 7NE TREE'S ORIPLINF PFIOR TO �NY CLEARWG, LRUBBING OR E%CAVA110N qC71N11E5, IME AFFECtED R00T5 MUST BE SEYERED BY CIEAN GRIMqNG CUiS A� THE PqNI MHERE GRUBBMC OR E%CAV�/10N INPACiS iHE R007 513iEN ROOTS CAfV BE PRUNED UIILIDNG SPECIFIEO RO�i VHUNINC fWiPNENi pf9CHL0 �� MAT PURPOSE OR BY HAHD UICCING A TRENCM FND PRlN11NG p00iS tXiH A PRUNINC SRW, CHUN SAW CR D1HER EOIIPNENT OE9GNE0 fOq IREE P NIN . P IN Y I IPNENi %CAVATi RU C ROOT RUN C B iRENU1NG EW OR E ON EOUIPYENT IS SiFICiLY PFp11BITE0 RO0T5 LOCATEU IN iHE CRITICAI ROOT 20NF 1H�T N1LL BE IMPAGIED 8Y CONS7RUCTION ACTINIIES SHALL BE PRUNED TO R MININUM DEP1H OF IB MlLNES BFIOW Ek15TINC CRADE OR 70 ME OEPiH Of 1ME PROPOSEO IMPACI I� LE55 IHMI IB INCNES FpW ExISiiNG CRADE ON �lL ENCINEEFING DEP�PTUENi PRQ[CTS. RIE qIYS REPRESENTAtiK FOR F00T PRUNING �SAlES IS 111I KUR72, SCMOfl LANOSCAPE APCHIIEC�, W10 C�N BL REAWED Ai (72]) 562-�]3l. ROOT PRUNING NOTES: 1 ROOi PRUNINC CnN ONLT BE PERFOFI/ED BT IXt UNOER TME DIRECT SVPERyISp! ai AN iNIERN�T10NAl SOqETY Of ARBORIWLTURE (IS�J CERiIIIED NRBORISi 1 �NY PROPOSEO FOOi PPUNINC iftENCNES SHALL BE IOENPfIED (IE 57/J(EO OR PAINTEO) ON SITE. INSPECTED PNO nPPROKD BT THE CITYS ENGNEEPoNC FEPHESENIAII�E VPIpR 10 ACIUAI HOpI PRUNINC 1 R00T PRVNINC MILL BE PREf MEO AS fAR IN hOVqNCE OTHER CONSTqUCMMJ OR Or ACT�NPES AS IS (F�SIBLE, BUi A7 A NINIYUAI M1Ll BE PERiORME� PRIOR TO ANY MP�CTS TO iHE SOiL ASSOCIAiED 7REE PftO�ECTION MEnSURES SHIX1L0 BE IMPLEYEMTEO UPON COMPLEtION Of SNO POOT PRVNING � IF 111ERE IS � IIXELIM000 pf EYCESSI�E N1N0 /�MO/OR R�iN EXC[CIiONAI CANE 1NU BE 7AKCN ON ANY ROOT PRUNtNC ACPNTES S ROOi PRUNpIG N1Ll BE LIMIiEO TO A MINIMUM OF 7MElVE INplES PER ONE INCN OL IME iFUNN Di,WEiEH fRON iNE iREE B�SE ANY E%CEPTiON NUS7 BE nPPHOKO BY IHE Q1Y5 ENGNEEfhNG REPRESENIAIIYF PNlpi i0 Sni� ROOi GAVMNG 6 ROOTS Nlll BE �IT CIEANLY, AS iAR FR01A MF TRUNK OF ME iREE �5 P059BIE ROOT PHUNING N1LL BE DONE 10 A NINIIAUM OEPM OG IB FRaM E%ISIING GR�DE, OR i0 iHE OEPTH Oi ME DISNRBANCE IF LESS MAN 1B �. 7. pODi PPUNINC 1N1� BE PERFORNED 114NC � OOSLOCLL R00T CUTIINC MACMNE OR EW�VN.ENT µ7EfiNA�E EWWNENT dt 1ECHNIWES 4UST BE APCROKD BY TIF tlTYS EN011EFNING REPRESENTA7I�E, PPoOR 70 ANY WORN ADJACENt TD 1REE5 70 BE PRESER�. B. F007 P�NINC MLL gE COAIPLEIEU, INSPECTED AND ACCEPIEU PRIOR 70 THE Cq1YEMSNENT p( pNY CXC�VAlION OR OMER YPACTS 70 MF CRInC.LL R00T IpNES � TREFS T� 9C PROTECTEO 9. E%C�VAnONS IN AN ME� MfERE ROOi ME PRESENT N1LL NOT CAUSE ME TEARING pA RIPflNC 0� �p[E ROOTS R00T5 uUSI FlP57 BE CLEMlLY SEVERE� PMdi TO LONTNU!NC 1N7H iHE E%CAVAPON. pt fUXNEtED MOVND i0 PREVENI OAMAGE TO INE FOOi- 10 IREE R0075 MRi. NpT BE EIfPO5E0 i0 OFYINC OUi- R00T ENDS MUST 9E COVEREO H17H NATIVE $q� pp g�q��p AND NEPT Md51 U!M FIXA� BAd(fILL OR iINAL GRADES MAY� g[EN EST�BLISHEO 11 wHEN DfEUEO MPRpPR1AIE (EG. WMNG PEFi005 Of IXiWCHf) THE CIiY REPHESENTAPy[ MAY PEWIFE A LE4PORARY IRRICATIpI SYSRY BE t/TIL12E0 IN TlIF RCMAIMNG CRI11Cp� ROOT iWES Of ROOT PRUNEO TREES NOTE: TNE /�BOYE �NfpqNAT10N IS INIENDEO Fpi f15E ON PROJECIS MIERE CONS7RUCTION IMPACIS i0 EYJS7ING ipEES ME LIKELY dt EV£N UNAVOIDABLE VMILE TNIS IMfORMAttON COKRS A �AIryEiY Of' y7UAi1pN5, IT CANNOT AOpRE55 EbERY OHE. M ME EKNT IMERE ARE OUES7iCN5 OR CONCERNS REGNiDING TREE PXOiECllpl pl A VR0.IECI. PlEASE CONfACT TNE pTY$ PFpJEC71N5PECTpR IF IMEY ME UN�VMABIE. PLEASE CONTACT 71Y KURTZ, SCNIOR LANOSCAPE ARCHIiECT IN MF PUBUC YIJFKS �DMINISTRpPa! AT ]7]-SBI-�]]7. FROSIOt1 AN� S DIM NT -ONTR � 1 CONTNAC10q �5 TO PRONOE EROLdI CONIROI/SEq4EN1ATlp! BANRIER (SI�T�ilpi CURtAIN) 70 PREKNT 41TA71dJ OP ADJACENT PPOPERTY STREETS, STORM $EMFRS, /�p W�7EflW�TS. IN �OITON, CONTRACiOR LiALL PLACE SU17ABLE YA�ERIAL ON CRd/ND IN M(�5 NTIERE CONSTRUC710M RELRIEO TRAFfIG IS TO EN7ER �NO E�OT iME iv r� n� SIiE E OPINION CF 7HE NEER NW R LOCAL AUMOR171E5 E%CE551`�F ENp 0 � ll IES Oi AN i E� AR T Ra W RM E RIJ15POqiEO DFF-SIIE E�T/IER BT NATU l DR�INACE OR lAF TR�F i T Yi1MCU f L, 7HE CON RACTpi IS 10 REMOK AND QIAM THE SYSTEM 10 7NE SAl15fRCllq1 pf IHE fNCINEER RNO/OR NIMORIi�ES TNE CON1RACfOR IS FEWIRED i0 OBIAIN NPp55, SNPPV VERl11T5 AND MAINiNN BYPS 1 ME CON1RACi0R SHALL PR0410E ROU7WE NNNiENU10E OF P£NYnNENI AND IEMPORARY EFOSIOry CONiROL i'EAIUNES UN11L 7HE PROECT IS CpIPLEIE. S. 1ME LONTRAGTOR $HALL BE RESPON4BLE �OR 1NE 4/�NIENM/CE OF Al1 RETENLIOH AND DE7ENTqN FAGIlTlES �ND AlL LANOSCAPE BUFFERS. nqq�� 4 MM�iMX1 W TIC PflOJECT, �NO llNlll niE WONK IS ACCFPTEO BY 1HE ONNEA �LL OISIIUPiEU MEAS 41n1L BE RE71MNE0 TO MEIR dtlGN�l CONpTIQ`I DEWATEP.ING: 1. CON7RACTOR SH�IL BE RESPpJ9Bl£ fOR DEWATEPING, TESrNG AND OBTNNING ANY PERNITS ASSOG�iED N1TN DEWA7EPoHG ACiINPES AS W7LINE0 W ME CONiRACt UOCUYtN15, INCLUOINC fCES fOq $Upl. 2. OUftING CpJSTRUCAON, NO dqECi �ISCHARGE Of WA7ER TO DOriNS7REAN RECEINNG WAiflS M1LL BE ALION£� ME CON7RAGTOR IS RESPdJSIBLE FOk NA�NipININC WA7ER QlAtlil', NI� SHAIL RWiE dSCMAHG£ WATER IN SUQI � NANNER TO ADEp1AlELY ftENOYE SlT PRIOR TO NUNCfi fROM Si1E ♦. IF 0[WARRINC N1LL BE MECESSAqY FOR E%CRVALION OR UTIIIIY INSIALLAi1QV, THE Cd/iRAG10R SNAtt OBTAIN A S�AIE 0� FLORUA OEVPRiMENT OF ENNRONMEN1,11 ��ECllp/ GENtR�C PERNII fCYi ME OISU1pRG[ pf PHOOUGEU GRWNDw.1iEN fR0A1 ANY pNCONT,IMINATEO 9iF AC➢NTT (�OEP DOCVIJENT 6t-611 ]Otl(]f) coarcs or ME PERMIT M'D REpIAqED TEST RESULTS 91A1L eE k19MIi7ED i0 THE CRY OF CLEMWAIER ENGNEEPoNC DEPARf11ENf. If iME C011TRACTOR IS CON4DEPoNC ME CITT STCRYWAiER STSIEII �S A PqNT Oi q5(S1MCE, PRIOR APPROVA� IS REWIRED 5 FpR MpVE DEINlS ON U1Y DEWATEfdNG REWIAEMENiS, RUCR 10 GAR�GRMM 12 Of SEC110N IV - TFCHN�CN- SPFGFlGT1011S iRdl 1/1E CON7RACi DOCWENTS WATER TR�ATMENT PLANT N0. 2-- CONTRAC'f #2: RAW WATER 'I'RANSMISSION MAIN US19 CROSSING PROJEC'I' GENERAL NOTES �\\``1�'I'�II//// � ��\ PR v "r; sq��✓/%i -' .��,Q'�`�e E G�� I , �, / '` � I � � � �.r ' M� 1 �� ..._ iL� t �y = ! � * � li �� / ` ��W- � � � G �� I L/{�] ti A � t , Q\J�,�' l.i_ '� �O f W "'" I � � �,� ': P,•' C?� � , � - F Ft1�. � . ��S . �o_ �a\�\ -., S10NA� �\� I *�� u.L�\-- - -- . _ _ _ 'Y M �Me�ar S.�s +M~M Cmla�w%. , -- _ . .. __ 003, _ _. . mi�"0,srn�ic°ra .. ..G�� I�wst[�-wY� n Yua�1 �i �/ l�ili-� o�rt � E�1�� r' � rc �' � i K 4 1+ f: 4 � T R E E L E G E N D � , e Q ' m • , � A • n , N � � ` W Q SECTION IS TAI(EN—� 1 0 rt. i SY « 100X DRAWINGS x _ _ _ -- eu..twn n �a..r� er SYMB(JLS STRUCTURES & FEATURES PS4�EQ //�—. a�rt src pho�[s► 16' NM- fIUID OE90�NiM7N P1PE iNi[IIVt PIVE Iif11N6 11'P'C now Maecnai 1R M% O YH f.�. 100�. fIR1�W11K•.� ____..,. ....._,p.ti[ETNMYHf—_�_ -- �rt1� B:90X DRAWINCS Rr — — ... —... ..-. . . 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A1R/VACWII RELEASE VALVE AVRV MIGH PpIM N.PT, g,�y� p�ECN VALYT fl�GV HIGH WATER LEVEL H.W.t. guL VKVE @/ ��Z�'LL BLWO FIAN6E Bi 1qR2 yqRSEPOWER NP. OUTfC�IY V�L�E BN INSIDE DWI[�ER i.0. BuP1E0 GFM OPEfNTqt BCq INiERMEDNTE �NT. CHECN VALVE, SWWC/CI.OBE GY LINEA4 G00T Lf. E�gUM ELl LONG LG, l EIECTRIC VAIVE /GTWTOR EVA LOW WAfER LlYEI L.W.I. EIEV�T[p G[AR ppEpROR EfA LOW PoIM L.PT. E%PNJSION JONf EJ ��E MM FIflE M'ORNJT FH MANUFACiURER MRt. LI7TING RC �� f1ANCE FtC AWfIMUY �U%. f1ANCED /�LMfOR fA MECYIWIGL MECH� RE%IBIE CWPLING �C NWINUM �� TE V�LVE f�y 40UHTE0 NTD. CLOBE VALVE � NW:f41 NOY lW�NESSEO ilAt1GE0 COURWG IDM7ER MfCA NOT W CONiAACT N I C MYfMtAUIC yAL�E ACIUATOp HJA NOT TO Sf11E N.TS. KNIFE G+VE 4�LVE K(�y NUMBER N0, � MEL1wMCAl J01Hf W ON CENiERS D.C. OPIFICE PUTE OP. OPERA70R DPER. P�� µ� w OPTiDlI OP7 PEOIICER RED OPPOSRE OPP. Rl18BFJ1 iIMPER CMEp( VkVE RiC OPENING OPNG. S��EM d1ECN V�LVE $Cy OR EW/�L 0/E Sq,ENqO VALK yy d1T51DE DWKTER 0.0 VACVUY R0.FASE VALVE VIN PUIE Pl VKK 80% �H Po ND ie EQLIPMEu? �ESIGhLATIONS PftESSURE PRES /yR NECEIOFR � PHOPOSEO PROP. NR SEPAR�TdI p$p ��K RAD, R. AMYONIATOR MIM flEOWaED REO'0. AUiONATIC STPAINER AS flIGHi OF WAY R/W, R.O.W. BAp(WA91 SUPPl7 PlIA1P BSP qppy py. &Oi1L7ER Bf �LVUIUiMM/5 PEP M44RF 0.P.M. BLENOER BL SECiN1N SEC. BLOMER BW SHEE� M. S��T. 6RIDGE CRANE BR SIDEWALN � BIILK STORAGE TANK BST SIMIWt yM �MLORNE SO1U710N PUMP CSP SPECIFlGTIONS ypE� CHLOIdNE FEED PUMP Cf7 Sq1IRE 50. �LORINATOR p�L CLOSED COOUNC WATER PUMP CCNP Sq1ARE F007 50. Ff. C011PRESSOR CNP 50UARE INCM 50. M. p[GAS SEPfRATOR OGS SOUME YARO 50. YD. OE59CN17 DNYER pD STANUMD STO. ORK� IUBE IIINER DTY STAN0.4iD DINENSlON RATIO 5 D R DRY TANK pT SUIqN SiA fAN fN SYMNETRIGLL SYAIM, `I�� 1 TAN( �xPi TEMPGRMY TEMP. «�yE ARNESTOR FA TMCK THK. fIVORINATOR FL TNREMEO �� CAS HOLDER p� TOP OF CONGNEIE i3O,C, (�j�ENATOR �[y TOP Oi SIAB i.05 URµUIM ACTVATEO CARBDN YESSEL CAC ��1 n'P� HfAT E%OiANGER M% UNLESS NOIFO OiNERW15E UNO HIGH $ERNCE PUAIP H5P UUqAV10LEf W HpST H VEFiMAL VEftT ION EXp1ANGE YESSEL IE VEM Vf. MIXER MM VEM iNROUfM ROOF V.7.R MOiOR 4 WASTE ACiNATEO AU�CE WA.S �EN LOOP COdJNG WATER PUMP OLCMP q�� y�� 02d1E ftASM REACTOR OfR WEATHFRPR00( NPf. OIONE CENERATOR OZG � W PNEU4ATC EJECiO{t p[ WIM W/ PONER S1IPPLT UM� P$U PUMP P 51DE SIAEAM PUMP SSP SIIENCEP 5 STORACE iMlN 51f TANK T mnNSCn wuv tr TROLLE'/ � VACUUN td/PRESSQ4 yC VMORRER V WASMER W �coEr+K �com rs roa c¢r� Ro�m+cE nor Au. �I#iEW�iNM�S. SYYBOlS� WTEflNLS. qi F7RINOS. EfC. ME NECE55�1PoLY USFD N! 71it5 DFSNtM. lAIVIpUIi dSCIPl1NE STNlMRD LECENDS WY SUPERCEDE 1H5 CElDUL LECilID. PROGESS N�MENCLATI�,RF uoua k r�a owr.tss NR, INSfRWENi SUPPLY I,� NR PIPE AIR AIR PCE - ATAIOSNERIC NR IYt PIPE - HCiI PRESSUNE PROCESS IHP NR PIPE - NTN(E PROCESS NP NR %PE - LOW PRESSURE PROCE55 ALP Al40NIA GlS AG A41qNN SOLVMN AS wac�N DR/JN BOR BYPA55 9W CLOSEO LOOP COOINIG W�TER. NEfUFN CCwR f,10SF0 lf)OP COfIIWG NAiFR St1��v ^(W5 CMENIGL ORAIN C�R CHLORINE CAS CO CfIORINE SOlUTION CS COLO WATEN COW C011PqES5ED NR CPA DEKKiREO WATEA dW qLUTiON WAiEN DW d51NFECTEO WATER DW plWN � EFPWENT [FF E%HAUSt (GAS) EXM iILTER FFfLUENT iE f1N15MED WATER FW Fl.00R DRNN fD FLtIONqE SOLlR10N R FLVSH WATER il.W G�C fl�CKWASH DPNN GBD GAC fl�CKWASN SUPPIT GBS C!G TREATED W�TER C1W GASEWS 0%TG£N GO% GASEWS O1fYCEN ECONdI¢Eq CO%E GRWNO S10RAGE i/NK C5T HGH pFE55UflE SIEAM HPS NCH PRESSURE WATER HPW Hi'OMUl1C FLUID MF HYOROCEN SUlilOE H25 iNRUEM MG MFLUEM RECTCLE 1R �rouio oxrccN �ox WBFMGTION GRF/SE LC LUBIIIUTION dL LO lWN ORNN MOR 41CROFILTMTION 4F MI%EO LKKJqt u� NITROGEN GAS NI NITROCEN SUPPLY GAS NS HON-POTABLE WATER NPW Off WS OfG OPEN 100P COOLINC WATER, REfl1RN OCWR OPEN LOOP C004NG WATER, SUPPI.Y OCWS dvERFLOW Oi OZON�TEO WATER OZW OZONE CAS 03 020NE PURGE 02P 020NE 5'STEM SUPPLIEfl O55 PERNEATE PEFM PLANT WATER WfR PW11 SERVICE WATER PSW p01�BLf Wl�7Efl Pw POD�BLE WATER, COLO PWC PoUBLE WATER, HOT PWH RAW SEWAGE RS R/�W WATER pAW fttW WATEF $IpESTRFAM RW$ RECNCUUTION PUMP RP qECWA1E0 WATER RCWN PECYCIE REC flEJEC7 NEJ REfURN AC7NATE0 YIIOCE RAS PEfURN Ef��[N7 WATER p[W REUSE EfRUEM WATER REEW RO REJECT REJ SwME S�WP SEAt. WATER SEVe SECONDMI EFfIUENT SE SOdUY N+vOCNLORRE NAOCI SUMP PUMP dSCIWtGE SPD VAC�WF�O WAtER � KNT VT VENT, CHEMIGAL VEC VENT, INSTRUM£M Vft WASH WATEfl WAW WISTE ACTNNED SLVDGE WAS WATER, CH�ORINpIED PtANT EFTWENT WCL WATER, qSTplEO WD WELI WATER WELW 5/!� 5L'M[A OWJN/SWRAM SfIYER 0 WJIiANY SEMR. GRAVitt 5M1 SWRARY SEWER fORCE AWN F4 52dOFIY11lN ._..... S70RM DRNN �� SD STORIA ROW BTPASS SfB SiORMW�TER S1V UNOERDRVN UO E4�I�$ �..tlLl. ELECTRIC G9LE/OUCi BMIK E NEL LINE fL NEL Ol FO NEL 0& RETURN FOR fl1EL dt SUPPLY FOS LOW PRESSURE NATUWLL CAS LPNG NRi1M�L CAS IPNG NATURAL CAS LINE LPNG Z�� IBER OPTIC f0 TELlYi510N CABLE GTV WATER 1REATMLNT PLANT N0. 2— CONTRACT //2: kA4Y WATEf2 'PRANSMISSION MA1N US19 CROSSING YROJECT LEGEND AND ABBREVlATIONS VALVES. PIPES & FITTINGS (SINGLE-LINE) SYMBOLS DESCRIPTION ��r�C� pB.QPOSEO � � � —1�— �— . � � � �� ry— "� • --i.t-" • � • � —H� t' �-- --�— �— —��f� VNCLISSIFIED TYPE AS 51pWN ON TIE OMWINGS OAJILENT f0 SFMBOL iLOW ME7fF TELESCOPING VItLVE UNION (UN) WICK CONNECf CWPLINO PPESSUPE COHfRM V�1LVE B�ICKPIiESSURE SVSiNNING V11VE VAL�E WITM HOSE ENO V�CWM VAIYE GTE V�LVE NNIFE 6�TE VN.VE SLLENT CHECN VALK (GLOBE SME) �� u� 3-WAY &11 VILVE �-WAY 6�LL VKYF fANE V�1LVE NEEOLE WLVE PINCM VALOF DNPNPILY VALVE BUiTERFLY VnWE PLUC VKYE VALVES. PIPES & FITTINGS (DOUBLE-LINE) W IRIMGS �16 �qiKl GI[ RW BlJli[R/LY 411IBE SMW il/IICE M[ VILVE VKIF K G4C[ CMEtlt CqH1MOLdl%dIG `IKtE V�WE IdPtEq a��3� �I M N p � SECTIDN LERER �41DEMIRCA710N � �^LOEAMNG NO wHERE SECIION IS DR1WN SECTION TARGET SUB7ITLE (IF REOUIRED) SECiION IL71FA IOFfIf1ilCAfIIX1 IXUWING N0. WHERE A SECTION M � H ScuE DELVI IETiER IDEHIIi1CATqN 1 DRAWMIf fq YOIEpE OETAI IS ORAWN DETAIL TARGET SUBTITLE (IF REQUiRED) OfINI IEfTER _ IDENTIFIUTKKJ � DETAIL �� G � E �/ �� V ��'� �/�, �� P`�-- i `��`Q,,`��,NSF .,��`ii � � ,� � _ H' S 3 ` � � MO / �� N � � w 1 � � W �� _ t� � 'W� � • S.�P-� O � ��` /� , ♦ / / -V i " i � � � 1./ ♦ \ � �i� p�l p��R��.��1�� /j �SSION P�' �\�`� tv.nrn �.•a•+ caN..q _� —' � �+.�w nw.e La. ian �o�o ra _—arviw.mun wc�u� o a.ur...c � v,n onrz � �i W o � �i �"■ �- W -- � c.., u W � �IV � K ( � 1 � � o�Z �� ol �I 1) The d<aign o� lhe dlre<t'ionol tlrill croasmg ol US 19 Mas Grepare0 Irom Ihe best availahle �l-ility lacalbn and aa-built inlorma6'an The conUpclor is odvixd �hal lhe eRacl bcolio� ol Ihc 12-inch �lorida Gas 7rovmission (FCn gos t�onnnission mo�n in nol known As-buill drawings for l�e goa Ira m sio n depict��g �orizonlal and vert�col locolio� �a^^a� bc conl�rmeC Ey Floiido Cws ironsmfssion. 2) Pr�or to perfo,rm��n9 tha � sing ol US 19. Ue co�lroctor enan coord�nate w�th GCT ta oblaln the hor�io�loi one veru<ai locat�on o� the �2-inch gas transm;ssron m li �he ioca��on �� d�ii��enl tha� �hat shown on 1he co��tr�clion yn�a, iep�.ng a rWes7qn ol lhe c cslnq, the coniroctor shull pro.ide lne inlormul�on lo Ihe GlySanE t�e Enqine<r ao l��ol o moG��eO des�qn can Oe pre{wred. If the locot�on o! Ih� qas Uanfml»lon moin connol be confirmed. Ine Contraclor s�ail [emporari'y atop wo`k on ��e croey��g unlil O��Ctwn� 40 �eGeireA Irom Ihe C��iy ond Engnee�. I I ( I . E /�� }I �30 lf pf B' HDPE � . OPFM M . _ , -. _. '�A I � U' . Ci9 �� C�l . � � cao COY6nMT10N ` y� i I J� VKK 3J0+00 � "" _�' ' ' ��, V. � P �T� I tf 4[/JtW�ifF NAICR 0• �� 1', 7RA .4 �itll�CAlMtN1 \YkyE I Cn 1..fi} GT1D -- � L ��.� r aw-r L- prr_r � f..� � � �� - _ __ - -�;�_ ,� � _ '� c �u � ��(,r�, T� su aao.ez. �o.o' m � e' 4s acNO a/rtui SfA 3J(1�6E. Zo0' Rf B" �S 9E1p q/RW ! . . ,,� ;��, w H U O �nSQ� �w� � N a-iU+] ��T�� I .. }� : �.__4- -� �' y� wy'. f c�o EkfSMf WDE (dIER CL Of FlPL) � I, _ _ ___ __ � _ � _ __ 1 CZO COYBMIMN NR VHK� , � ��K �, -...---'______ '�W'W_F ___�_�.f \SiA J34r5B. Bio' ll B' OATE VAWE B' PWG �la+_F . ' � ' tt�Lr�9wATCR_Sr�i H tHhh�wSYtw [�`.iWNi p0.y *� -_ OR 4055, PG 1�1Y . . . )N J �'PN't �� ,y}-I�� ~ ' . . "_� """'_ __'- ' . . . ada _ - yny>� �. . f � ' I _ . .. . ..FJ : - - --- � _.. _ . . - . .' - - 1 . ..f�/Y�'^"F� r- , - -, ----�--- -----_...--- --_ . _-----� ---. __ ._ � , .,� .. - •��W' ' ' � _._' __ _._.V ____' _ _� "__- --_. _� ____ _ -_ i � .� r �xw- N :,f :� � � �� . .' _ --- _ _� C _ . �.. /� f . ' . \�SJ , p�.1�^fy'�'t 332+00 � 3}S+CO � .1� �, � \�3S4i�0U S}ga00 '. �'__ —.{__.� __�__. _�� _� __��..'�_I- -T ." :.1__�.:�.-^i^'�--�-_ �. _�___�__.�{__._—__.{ .'__I__ . ___ _, _._,}—._.__.�.-__ ..___�; — - e' luw I��) Novc oav / I ' •, m tY (4AMEF (iEE dNM►10 w � c�5 tat caoss sicrqNS) V r � � 3 u�i a / �I= O y � � � 2 Q '• W / i�h � � �� -� S00. PENEIRAMNJ �SEE DRAWING GOZ �OF OETAttID MSCRVf10N� ��- w� � n„�,.,� ..�� , w � --- x — --- � -- � . .°. , __..._ __— _. I - ^! p $ <i�?u ,v.� � { � a - .. ' ._ — — — I r�.eo�— JI W • � � T � 50 f — — __�--- _ —#- -�. o. _ . "—_ ._ — "' _'_._ a - -._.___ � __ _ . .. . ...._. s .�_ � 1' Gn5 _ - � 1� � - --N�� .I:�;�w � ' .F.: 9OS I E- � P } � __ _ -- - -- �� ." it � _ NIMMf N' �� CP/JiATIQM. T19 M� 'A'� � ... e• n�w f�Q rt�vc �- --------- -- . _ __. . e• wc vra� _ _-- -- e' u• e[NO d/�nu eBOftNJC PR C19 B' a5 BENO d/RW . .. ... 7' MM ClWW1ci f'IW NiY M11 IX 1M$ AAU 330+00 331+00 ___ . 1 ��\ — _ io' w � � .. 30' w . ..—._ ___ _. �_,30 �\,.z »- (couHtt) a2" S1GfiV �E-�t �t IE�11 � �I . _------ -- _ �� -- — _ _--- � _ � — —` ��l � � � �iE�F� �_ �� S2N � � � FDOT NOTES: 1 Har'izontul Urectionoi dr'illing ia (h< m�lhad a! inalollotwn 2 Yarimum r�omer d�ometer will be 12 inches. 3 Enlry & Ex2 Fits are outslde of US 19 Right-ol-Way. C018aMTipt NR VNK ( �,� —____ ---.._. ._._ ..--- -----`_J ._._.. ousrwG cwo¢ (wut n a vwc)� ♦ N � _ _ _�. . _ _ _ _-- — -- � --- _ . __.__ .. - tWfMC10N SWUi ri[¢6 KPoiY - �" �^ � xvm a cMrssxw un. rt�ErraNt. � iti' Pnw � "` _ ` k wNUA'r 9[1RP B' ttUC (9RACK SH) � � 8� CA7E VALVE j ' MM ,�] SiaFU ��,� 1 I I I I/�� 4O _ _ _ _ l � _ _ . __ r��,,p> _ _ ��_ ' °.. _ _ - — — -- -- _--- 1-��\� --�V fc� � - c I P�vE I ` 5' HRtIGL s' �sxrKK "�� uvNUnpi \ `O � �_J //' 5fP/JiA710N I (y� !�� ' �� (�' ` � 8' �UM (iRFSN) ImpE OR9� 332+00 Q< IBEE.PR91LGIlOH.NQ]ES.fDN.N1..R�C..UtUI.Y.!'HDAGIIl� � 1) The conlrocla �71 be responsible for cfiaing ta op lree prote<Uon meawres reQuirea by lhe Cily ot C�eenolr's CMes, Ord'nrnces a�d Stmdard Specil'��albns. Thh wdl hGude aA Trea Barticades, Roo1 � Prunhg �nd Tree T�knmhq. These eQUiremenls aro requ;red wilhRi the sqeclfred V�!ts ol Wn�4, and ril dw indude dl areos rhere Ihe Conlroctor and/or nis Su6cmUactor's stage, stae or park �equ�pmmC materials, debrls and vehictes. i �O 2) AI� Tree Trsrvnlnq md ftoot Pruning done assoc�ated wilh Ihis projecl wil be dane by o� under the d�rect suD%��%�o^ of an Inlemational Souety of ArbofkulWre (ISA) Cerli�ed Arborist ¢ � �� ISSUED FOR BID ._ � ��___._. _.____.._..r-. — _— — _ vw.�rtn�� i�wi.ii -_._...._.__..__. _-_ .. _._— ..--�. i •�f. CITY OF CL6AR1fAT5R FLORmA m 'm __.___ � .__ `�� ENCINEERING DEPpRTNENT y� —`° --.' .' 111a[tTOY1CR - —SA1�- '�. lj 100 3 YY�lle Ave. -- -- - ---- -- .rs: Cken.nler. T 39'766 � ii+.wm.o.._ ._._..--� - ---- -- - _ __ .. .! v' o _ - �` R a —mrr+d[nr�aatTD�U([M�1��iM+--' —�R�- REVI510N o.rt �� P.' /1 + � i 35 '_" __ __._..... . __.__... ...___.-_ .__.._... _ _. �_ .�� ._ __.. ._—..._.♦ - �... 1 , ' T�i � �12� • I ('�( _ 25' (WN) BECMUNG Of � � �((j 1 ^ �/ 1�� ENtCII CuRK !� � ) � � _... ._..__.. .--_ "_"-_._. ' ..___....___.._.. ."—_. � _ — J — 30 � V 1 ' — - - - - - -_ ___ - _ ;., ' �_f - Q % Q ` �' � ,z� �s � • � . 2 _ �E c-r� �=-{_0 � ,�`. C9 � � �C�• �� (PICCLINC 0[EP[R THAN SHOWN IN PROfRE) I � / , -�� 25 � 333+00 334+00 335 � �'�---'" (G� �\' ��/��'�PRO\��\�� °— —?°' _'°� SCALE�. 1"=20' HORIT. 3) l�e conlractor �ql �e9 « painl dl proposed root pruning, oer lhe opproved pions w as rcw+ed by Ihe C!ty o� peaMOter's Codes, PJ'�nmcw oeJ Slandord Sped��cotlons These Ilnes must be inspecled �-d C 5 '• D� appro�eA �y lhe Cl;y Inspec:a prlor lhe comrnmcement of ony root p�unhg SCALE' t'=5' VERi. 4) Prbr lo ONd changes taking pfoce. It wiN be the conUactei s resD�s�bllity to revier the Da�anl�d ImDads to e.islhg trees wlth hls cxtined nbodst, ond IrmluAe any md oll recommended tree protectioo - - - ---�— meosures in �;s propasal lo modily lhe appra�ed design. fie Projecl 1lmoger must opproro ony changes to lhe appro�ed desiqn priw to implemenlatian oi eaid cha�ge. ��e�o •..r cw•� �a�w+ ce�..-or. � J �Ww • 1W . �I �`1 �� )M e31r rd � an(N •�. Y.rI � �;.�i&n�i"�;.� WATER TREATMENT PLANT N0. 2 - CONTRACT #2: ,�, °0''- -- "' — .._ n ��'° °�°� 201202� �n 1�07 i2 � JR9 RAW WATER TRANSMISSION MAIN US19 CROSSWG PROJECT - - „�,�-- ' US 19 CROSSING AT MID-BLOCK UTILITY EASEMENT PLAN AND PROFILE 102006 �� eVH —� '�A . oi� _ �,,,,„.'� _�,,,,�-�,L- (STA. 329+B0 TO STA. 334+80) ,,.,,,,,�a - — u�n D W+u �C 1 f)�1� C�2 � ' ' 1 � � � ' i ' ' , , ' � ' � � � - 4 D�aP ol A�I Drivcs 1 ,,. r� I I/7'R - �'mring S�rloce � ' " A t [ v�. `��u Sl]: , . ! a �.,• Basr / ` __ _ � �% � � Compnc(ed �6.� � S byaee .,__ � ��\� �: \j ; � > l ` / ' �Y;� / ., . STRAIGIIT CUR(3. r �� -1 Dnck of Curb I 6rnist• �rLo�� Symmelrlcal � � � �bn�( Drvexay C� F�_��- _ _ Foce ol _ Wcorng Curb " ;i� Inr.e 3' TR�NSITION ni DHIVrS N�TFS: Tllcic Sh011 D ��2 SC01 jo�lll b�IwCen - A' � P �I A'�.I flnves 7"R . � ( 2� � � � Weoring - ,}'R � � i�rince � � r; � `, � �7(�l �:.. y t� �/� R.' I aase ` 0 � .. � a I �6 � 74" +�n D�clyd > >:r,/ i� �j'r riJ�,, s ny�od� . .., � � .. �. \� �.- . _ �i � / �\ fi N07f When iiscd on �-gh s'dc o� roudways !I,c cross s�iaVe of �� e yuller s� oll r� olcl lhe cros> slope a! thc ad'aeanl po�emcnt ona tnc t� ckncss of Ihc I�p s�cll oe G', unkss olnerw'se shawn nn p ans TYPE I CUR9 e� T'fPICA,I CURR CROSS SFCiInNS CiiY INDEtc NO 10�: I 0� 7 NTS CITY Of CLEARWATER fLONIpA bOCk Of CU b �A alivewUy .. ... .. � .. ENG NEERING DEPAPiMENI -"°" � ric`nC c e a cuu;� � r�n<«�P ns snon n� sana �s�, �,in "^ - I�b2/ !'�GSh !f ��10(C�Il9 re � '1 fVJlt' . ; CISH � Wp1'ollic Conc�ele 4a�� lo Ge ]� V I��c4n��s o mul�,h ��slin� lo� IM1ir.knt�a ' �..re-, o� � Po n r,�i n. �rr• N � .: ah �R" :, .� ��- �� 4, o . � N� 1 ". 1' H Gol_h //� Ye 6r�1 1.�� Y f� ;3v, n� I. �nMnlon 1� � �mi � i � fi r � z- i... u,� r wro �., n,�.. ..{ . .. �'�M . ��.r��... � �� , � ` i I --- ' u�>r� ,e i� ` — —. _.. a [o�nVC:lp,� �nyne+.) I • � .1. - � _�;, : f--f : �� . • . f . 5 n � 0 i� 2 z a a x{,J '�� €�f r,„n��.s 6 i,:l _ _ r � �� W f{. 'N" � � .1 P. W v ll 41 � Ih �� 1�� lu�.l 1 nn �� _L-�1 : -�l+ '..�tr th '� +.'1 � .. �i..e . . -- ... w��mii._, �.o�U'S.-� ,��r.�� n,,. ��d�.( :�',-,��i„�i�'.�.� c�6u��,�r-n.�.�e�n, AS° IA�T STRCCi AND DRNCWAY REPIACEMENT RFQUIRED FOR CONCH�IF Ht''IACI-MtNI HhOUIRhU UTILIIY CONSTRUCTION FOR UTILITY CO'VS7RUCilON �4 S112�CT �ND �RIVCW�Y RCf'LnCCMCNT f Of� CO�dCRET_E & ASf'HALTIC CO�ICRETE SURFACE_S CIIY INUi% HO IU<: I 0� I N15 .. _ _.___ CITY OG CLEARW4IFR, (10A104 �� ENGINEERING �CFaRLYENi I 5 All 1' �rop nl ^� -, U . C All Dnves S� lac9 C ° F \ WC �z � � �-- �1�/ ing � S�y..H � ,.' j"''- '� 5 lor.e ^� f _ �'� Vor�es w°a �� 0 -J a � Slopc t/4 � per foot `� �'�!' � r_�' . � : . . � NnTFS. .; � �..� f3�se n� �� • o �• See I�dev No 1�1 SUMlP1c � G"� Id" - / i{� " u �� + H s p'''�N'�- - / � Pavemrnl maMrmis onA lhickness, .�.� - � � �� 1 c 1't" .. .-.. ;'` � «nA be5slateJer�eonstruchonntlr�owln s � 1 �om0a � a Subg ode '+ � '� Co pucletl -� �- - - onA s p ol lhe work. 9 �1 � : I,�\��/�7.1,. ♦ j`J��_v ��.r +.�. �� 5 Dg a0e ._ `t_ ..__ ._..� .— � � o e .. ...� �....�^' i.�i.//�.'/ /�%".��\/1'_ /_', j' \ . .. .. ��/�� '-� �':1'.- � \�asn c - -lahifte�l/rnmpn:;ntl = br�ra.]c � nslri;ton :ir�wn�s lo- r.i.rh NOiES�. �.. `%' ' w�n re,�u,�c'�7--- IYP and lone w dths MODI�tCD CUR� ; 1no« :ron �c �� i/2 vN_LEY CU"TER CURB 2 AND 3 LANE RO4D seol �o'nl between hack - � ' ._ 5' 1" ol curb ard dr�vewa n u � 1 r � � ��f.,H 2 Canc�cte n<u�AS sholl _ � v 1j3 kJOr � �c 50�0 ps, «Ih �ber � I 3/4'R ' \ . -"-- '- mesh re nforc'r � � � ,_ W�o�.� 4 3�4•R r. 3_ J�� y I s de Lane/L s �'a�ies Ouls'i�e �ane Vor es ' a � . � � i S rfnce \. /� Y �. WeO11��g , SI pe �I��'�P lool ... .� f.5lope S/8 oer 4001 �. . . ..... , , , , � �..,,o�P �� ,.a,� -�— � �ee Indet I S� No 1 [I I i \, fy� A' A . l _Sti�.`.,._\:�.0 �� r 4 � � ^ ..:�-� ! .. , " ,;,-k , r , p3 aa� �o- �o��. �,� i` � , oase � . . � -- .� , . %- � �_.. I~ S6' 0 C. . i � — � —� — —. __. . - . _ . i\' ' Bose TYPII,iiI �,UR� �:,(� I \La:- course Np g IANE RO�D .... .`� � Slnnd�ief/c porind ;�,n�nl�dA ',� . - �.�nSS SF�,T�nNS 6�npnclnJ S�bgrn d c ,� � Mw . '� MEDIAN CURB � '��r� .� � f.ompacied SuGg�atle ott �v��x vo i0i, � oF � HIS n ^ [ /�'� e CIiT Of CLEAFWAIER. (lOPIOA TYI ICr\L �TI�EET JECTIVIV CITY OI CLEARWAiER. FLORIDA �- ENGINEEPING OEPANIMEN� � ENGINEENINC DEPANiHEN1 Citt NDEX �'J ID] I 01 '� _ .......____-_ — �n�r�r e...�. �.a.. uw H{ ._._ ..._ . PIN / DOWELLED CURB - 3 r __--.� � SECTION A-A aorm i i c u- c�m s�cr�on See IiiJea I01 I • ' • ' I �f�liON H-H � � -� 1 n� 1 � �� 1 �� SECTICN C-C �. . ' ' . Jr. c.�: .,�� / -..�a i.� r. i n�(�.r) r 7 I f � ��. .�_ i� /--!— �l 6'R I��1i \- �. l 1i' L �--- � �� U �f I." _ v . xdc � r- �. ol paY T+vIJy PLAN CONCREIE SWALE DETAIL VA� I FY GUTTFR CURg e nn wccx no ,o�. � or � NTS � , I o�rv�.w Cu�L L .,Ix�� . / .�. : •�^T . 1'.:t.:. r.., [.r�� D�-.. k t I r � '' Il + uo� zm — . �,,,�� I ..o� � ��- - � � r �� r, i•� � . � ',��e,�� L �,_i H I .-, � q L p,: . . . � .. - i� C. . - 1_ .. j. . - � ''�„W ,i f t t 7;-�• {/ • 1I- . ? �_l � � � ,.n.. -.._ • 1/: L.y 1- ii '� , � 1 � _ 1/f _.y �. �. `�-., ` '�� ( . �-� � � � f19C�1 DRIVEWAY CROSS EC ION.. ,r �`. '�". � , _ �� _�- E _-- - - 3 p -`� J \ ' � ' / r' : !� F P,pni� / R o.w �_ _ o M 1 i, �:ii_�' Gr.r p.r • : �� g } w H i Sh �} c. n•y H,� Et I� c __ _ � PI AN VII W� .,:.� � �i i � r.- ( � ,r �.. � � -.— 't��-,-.,.�-1 � � .. *a `\ I ��/ � tlack �I CurL �� V �rlc nck C�isir 6' rj ��'� L �irk M'vrNnyv Ih R". 5/I[I.10 .. `•` ��' I "`s. ai u SECTIO�' 8-� .eiaea .u� roe�� (s�. �ei. i7 . _. � � �,. . : � , w N .. . II � I �� lliu.. 9ti Ir,en ' � � � � � . . a?P°° ICOMETR'C VIEI4 �n � � i �ne uaea :�de F enli.e C�rD w0 km� y' � 1 cecd 12�.1. . ro-i oi s�x d� � ,a.m� ,. . .. .. .. ^ � cui:e ukov cuKn , �. � 1 NI;�� I� 1 � I:IINB 1RANSI I�1M1 1 ic. J S 1 tc ,--"- ` 5 . . . 1'� `G / ) -� M e.E��a.S.e/�>.] I �- .. __- _ .. / r �- .._--� _-� � � " _ ' � -[i � 1/ :. -n i� . � F.�/ c. v..:,.1 r __� rl .! - e e ix u. �,.Ioe. �.,�v.a o o a.>i. �o - _ "' '_ . _ � �. - _._ � _ .. I „q,,, ,, E�EVnt�oN n n �__�en NOiC, 5 C' I s C- Y E 9� VV�c�� 1� �c �i rA ony 'r r��u: -. 1"n�_ CiTY Of ClFA11WATER, (IORIDA EHGINEERIHG OEPRRiYENI .__'_ _.-.—..... . . (;'N�C SiDCwALK 1 t 1 � f C '�'In�il' �� 01 f l y 1�� w-� Na� Wvlking Su• 7 G v�lY�q f � / n�� r�nsy _. �� a + � R' ._ 6� �� M f�.r I�MN cVfi9 ".� ier.�wi .. p ' A �1 i...i ip. i[uu;� �uer� < so�4 oi `.o� £.o»_un� 'I f i:lin�� RETURNtD.CUR� RAMPS vMll t_11(N � 11 i r- wf,� 1 i�r.v ,� _�_. ��_�� _ , �—.1. Ti �•-'�i �t:.l MA% �?tcu �_° 8 S � t —� SI ( fION n-n 11amd lyo� I Curb Seciian we�. m �`� • � • -�� • � S[cTioN nti [i � r 1 �- � -+- I . ,r., I �, _��-� � ry �! ' . � sE.crior� c-c •. .,m o,,,.,�.o,Pa :.r�.a.. SECTION A-A �r� 4 �� .�o. ��M n�a oi . TY'�IC'\I� _JILJCW/'.L_K I.Hump�a.e des�y^ed 1 I U 1 �(eJeiU �cc�'� i'ly 1 oJ � o y. m i e A . �. n n;�n� �. nr a � �Yf'IC�I SIDE'tiNALK CONS �RlJCT101�1 & RA�If' DFTAIL = A�� +a� � � � 5 � .e. •��-�_ �_ �� = a�3 a C� R�3 C�: T R�iV�?S Ie' tr �:� oi iamo i i c�i>R��« .in rx a,: �, ro�r �� I r INUL% NO IJ'). I U� ! -- -- Ho�Ewoy onJ iro��'c Oes�yn SlanJwds. Deta�t lC1 (L M.1 Retrn 11cA�1�r�1'ms K "'' FHYSICAI I 1' HAI�I!)IC;API'F � U CIiY OG CLEARWAiER, flOPIOA -� - � -- CIIT Of CICqqWpIER, ft0A10 �y � ENGINEERING D[PARIMCNi CIfY II:DCx HO IC�9; 1 CI 3 IXtFLENNC tl(1'A41MI t � . o ^ �.� .. T� _ �IIIEKfIh , U � I S �•�r �� 1 �MA '-hXYlN4 , . ,, cc.n-�r�.uciuv �•t� �, - •, , __ � IN t�:i PeAp. . .. - - — H1AIf� t4'A:1 — . � _ 1�111 FJ111 11�VIt.11 �40 ' O 3 100% DRAWINGS - x a �. � 2R0ei ti�+� •�R�w "�"�' WATER TREATMENT PLANT N0. 2— CONTRACT #2: ��a�� Y �. CITY OF CLEARMAT6R FIARIDA �----�� ti��awYp1m •••� c,00x ow�w�NCS �RS ��/�n� a� � EHGINEERINC DEPARTMENT RAW 4YATER TRANSMISSION MAIN US19 CROSSING PRO,]EC`C � ----� —s� e:eo� oRawiNCS �HS e/Vi2 -� = � ioo s Nr<<�e �•_ ' ' CIVIL DCTAIIS � , � . 1 , __ <" -.,-_ ciee�.sien ei aavae � • e -_____ . ._.._. �,� i � . °p• ... . . ...� . A:60X DRAWINGS JRS 5/8/11 '� � . �u.,,.` --�,��a v.rr -�."7..i¢u�,va�-6�irrc/�sn: .. _—�ma--- -_REVISI�N o.R A � �e'ii� "' I)1'M'N ';1l1 I '2lIF�!1 r �I;w __ � � � ! , �• t f �� . a- 1.• ( p t' . �1 �✓ ' r�� . 6Rf . . I. p-__"_�..i e I C �.. '_ - �. �.Nr .__ �—_. s.,,,i. „i oar �r -:e�y 1'I AN CONCRFTF �WALE DE'�IL eI YY1 I CUKf3 arr i,vcrx No ioa: � o� i uli �101[. SubR�� c C' F q .� i00�ortl lo Ire �seJ uriy �.� un'i4�e �luul-�ins C�IT Of CLE4RWnIER, FLORIDA En�rnEiFlNi; GEF�Ri�ENi \\\�1�" ��'�//// \�� . HA/y��i�� P.-'�ksE' • � �i '�� %�.�G ,��G �i � { ' �+ � � `� • � / � Q � � �, i ' � .... — � *��( ) � tt� — i * :F�/ �-�-�GNF/ � � � � I �J7-,/ i� �` � � O • FL OR��P � �� //�� ---� ,�� — . .!�N Fb•p�l c�.,.. r �°� `°" - -_ an �w.cca-ucNK� o aud. P�� Si�xV a.rz 3 U � 3 0 � n $ � Overlop lille� moler'al iB" across Inp nl npqregole. �� %.\� � \'; Penmel�r al oqq.�gntc : In M lully wtapped wAh ryon pr�.od:rw ri�crw.� ilila� lyc+c IAat.nal oa �. b��udocf ny Enqinccr. _ h4roti I4(I 11 or oppro.n� .��7�U t�uer ur��e��atr Iui mdcr9m:n. �f��ll I�s oa r.��n� ��linrl n� IM� Ff)Oi StnndnrA ;p�cil�cnl�on%i- J ..��lirn 9UI Cnur,e Rq ��y Me, ond sha!1 j 6n eiUror {�6 0. Y57 II ��7 ;a Uced. fl mu_�� t� rwtwul unJ :� �eJ W� ve IN�e. Ihc a9grcgalc rnoyrbc slune, alog, o� � �Z.. \� � Y9t1G: /,' 7 � • �u.� o:�.�. J Fp- �'�J�,. }J- rl°��• �� • no^ ,��1��:�;. �-y I}�5��a _.. '��- n�o ,� crushed g��vei UNU�.KUH/��N sor.e pp. (�/o p�,m.afions) s �o nFTAII be used under dr'�ves and roadwoys, QACIC �� I..URQ r��l� compacled Dackl�ll e .. f.Itt Mnfx rl(f 71N: 1(�F I tI�S I IAI2UW0�)I)5 m � ` -' 1 z d c m > � i � � > Unlcss o:hcrwisc no;cA, unde�dra�n p�pe sholl be tl'� �1�omPlrr PVC w�t� �erinrn��nns �own - See lechriical Specil�cnl�on� far tleln�ls q5%�.A11 P<KMENi REPIACEMFNi IS �l" IH�N(:F l'UI (11� yi1SI 11. 0• _'. -_'.____._--_.- . _.. Yn 1�1. Y':L�IG v� w� MY�wt � n: y� n,yy rv � W.' � rrtl v �M r � r.o1. ] Ml � ht �'`�``�� / . . . � � ... cui �,.� � �. / -} .a.n,. .w.w In.v „� uort r F[c�nro �i�.r� � .' r . � �;,n :. ;�,.:� ;:, w..,r:-� :v�,.. �� .h � r- . rti � �� •� •......n. i�nr�.ci ,�� .M n.rauo M�1111 _—"_._. .... AS N[WIHtU CIiY Of CIE�PWA7CR, fIORIDA NQIi_S: CNCINEERING �EPARiuENI � All IAHiFRIAIS, W7kK AN� TFSTINC iHAl1 IAFfT FINFIIAS C(7lJNTY iTANf1ARD SPFCIFIC/1!I()NS WI!?CFL M� p�� {grr{ _. �y�� 9 ASPFiArtiC, PAVFMFNT SHA�� I RF TYPF SP-19 5 PROPOSFD THICKNFSS SHN I M�iCH F%ISTWG a''rK.� �� IHICFCN�SS bUl SMALL N01 li'c LLSS IHAN I S" IN UE�'�N ENllftE WIL`IH Ok HpADWAY SHALI. dE IA�LLCD AND OJCRLAYC� 3 TRFNC.M iiAl I 9F AACKFtI I(� WITH 1�(1 PSI FI (1NARI F FII I T(1 AnT�(1M 0: ASPHW � 4 f'�VFMFN� RFfIAC;fMFNT SFihll 9F f7FTFRMINI� AY THF IOCATIOH AN� �Ff'Try OF iHF �NFNCH CON�HACIOR SHALL ENDEAyOR i0 KEEP OPEM1 TRENCH W'��.�TH !O A MINIMUM IN ORDEH 70 MININIZE 14PAC15 �NU 12LSIUItAIION LIMIIS WiI��I��N F'�NLLJ+S COU�'Y'S IilGlll-01-WAY, SLL 1'LANS C�NIHaCIOH SHALL KESIOKt VAVtMk.Ni I� M41CH IHt GHAlltS WHICH tXISIEU t'NIOH IO C�NiTRUCTI�N ANY Af1�ITI�NAI SUftVF"Y NFf,�SSARY T� FNSURf THAT iH15 RFOUIRFMFNT tS AIFi SHALL BE f�ERFORM�D BY THC CONIKA�IOR AT HIS EXf'ENSE TYf'iCAL SFCTION f OR Fl EXIBL= �AVEMENI IzESICRATiCN 2 WI I HIN F'INtLUu (.OUN I Y HIGH I—OF —W/�Y — — --- _-- --- __ scai r: �+ts svrrinr r�ars - vroon av+airrx _ °1°� �`K . i uiviuu� a�m.�s �n nr vrmircr�m. HPRDW�005 - 1/] OFIPLiNE ^{ U CpIrIfCRS k SNiLL (`NMS - CNiM2C ORIIYII.( O I��"j. �i 1t 1 i [ UI'MIGHI) - M1U �,LSS Ik�MI 2� % l IUMtlLi I'f �'�` ��"J��1..'., � ylCt(CNIA.S - N� tlSS IHeN % 4' LUMHtIt � J t•'( .�'l� {,y�� 4 d�flRIE4S SNPtI BL LRECiCD �JUf.� P�l PPOiECiEO 1Rff5 µ� �N NS, AN� IH'P�CI D m�IIY ��t• `�� < �� RFPRESENIALI\C BEfORF COYSIRUC�-DN BEGiNs Y t 1� l �1�• t�'j,� 5 Uf'RIGMT �OSiS ME 1D BE Ri 1f�5` 1 GEE� IM1 IENGiII . �✓1 �� fy� WIIII A 4HNJM 01 1 10�1 P�I�IpN�I] NI GNOUNU N1U C�l. o� � ��. � �rn noa[ caouro t��'� � i, {j f il RR4R: Tf1 RiMa�� N PtA(F .4it a PAVNf., � �C�'j�;+, CONSIRUf."'�ON AND I�LAW EWiCMEHI IS OUT Cf PRU � � y' ��,• FV fIiRTHFR WGOH1U1qN W\Y flf OflINNlO FR:l4 IH( IAVfI � (t[Wl1RCC SPCCVLISi A1 56] �]11 � r z,} o� ��„n. �� f � ( �IGRif.��t a _ � � n �� 1 HCR120N1a — � � c'a $ \ N K 2 Q 3 a 4 U � w � P 0 rc 3 U 100X DPAWINGS .r_ -- _. � �,.� o.: Nin, 5 I �;�� ` -��_^_ _� � � ) � � / ' � %". . � Ci' .1 f ` uq•,i Uqrn� imi � �'' � IIPRN:Hi _ _` . . . .. . ....... ... .. -��+IIOflILCNIP� Tr,�� nar<icnors C�LANnAiER iNDEt. N� 909. SH t ol e R.� .1/C-i/ir1 •-_...... . . . NI' � ��if � �ftf.RM�iHIu �.�IY li� C�k VUd'JC YIONI L'7: ��3��w: uivcn�u �� _ IHLt C' 1007. ORAWINGS � — --b;� ��, 907. DHAWINGS -._ A: 60R DRAWINGS � � � '__-. __.--�— NEYISION ... . __ u�n ic,ri `� ��iW;;�„ �c: �o yov � ,� � .b� y f. CITY OF CLEARMATEH, b'il)R�DA ' - � �. �/�> �'��L�t ENGINEERING DEPARTM6NT . I/12 �' _ 100 S 6lyrlle Ave f .� r , Cleerweler, F7 37758 !� 3/12 "�'I,�RR E�, �� .«��•� � .rt N07E: I IRENCMES LOGTED UNDER VAVEYFM OR INSIDE TME 2' NORIEONLIL TO 1' VERTICK SLOPE, OONNWMD fROM ROADWAY S/IOULDER OR THE BAC1( Oi CURB M10. �ROM SPP�NG IINE IO BOT10M 0� SVB-CAIDE OR iHE �INISHED SVIiFACE OF TNE EN8WK4EM. AS MP0.0PI7U7E. SW1ll 8E LONPAC�F� TO A OENSI7T OF IOOZ AS OEiERANNEO BY IASHO f-fl9 YET/100 C. p TItENCNES LOGTED OUTSIOE Oi 7HE Y' HOPo20NTK T� 1' VERiICAL SLOPE OOWNWMD fROY ROIOWAY SiqUIDER Oft TME 6�CK 0� CVRB AND WHERE NO YEHICULAR TFAFFiC M1lL PA55 OVfR THE iRENCHES. BACK fILL SW/1 BE C04PALTFD TO A DENSItt RVPROIfiMAiflY EWK TO TfNi SqL MJRCENT TO 1HF TRENCH BUT NOT LESS t1NN 95 PEflCENT OF TME 4A%INUM OENSRY AS OETEFMINED BY M5110 T-B9 NE1H00-C. 3. REPUCEAIENi OF (NE PAVED SVRFACES SW1LL BE AUDE W AC(:OROANCE TO MRICABIE IOUL RECUUilONS EMIS7MIC PAVEMENI E%iSTING CAMC� E%ISiING ROM 91SE � CO�IP�C7 W 11 uYERS 17' �BO'1E PIPE �CQYPACT IN 6 UYERS � _—� O[mWG 1W[MML ► P[MSMm {�- 11� 12=�1 I TREVCH F3�ICKFILL �--- l) E_ I AI L-------.. r� W��ra iwww�sun � FINi$MEO GRA➢C � 76 OR 40 PRESSURE P1PE, CrtY OF ST. P[TERSBURG W��ER iHAN$WSSION MIIN � PR04'OSEO qRECi10.Y4� OFIIL PRESSVRE PtPF (NV UIIUIY CRO$$INC NOTES: 1. EXCAVAl10N iN IM[ N�ICN IRANSWSSKIN CASIMENI Iqt RFCOVLHY OF pNOKEN DRILL EOUIP4ENT MAIL NOT BE PEftMITTCD 2 REOVIRED pRECT101ML BORMC EIXIIPNENi I WITS TD PE USE fOR f.qDS5Y1G W�TER TA,WS4ISSION E/SEIAENi; a�. 5,000 to J,000 lB5 iHRVST/PULIB�CK-UP iD 4' ,W� UP i0 A DISIANCE Of �OD' B: 7,001 l0 12,000 LBS lMRUSI/PULL84CK-UF 70 6" PND UF TO a D15TANCE OF 600' C: 11,W0 la I6,000 LBS iMPUSI/PUtL84CK-UP t0 B' M!D UP 10 A D15TPNCE Of B00' 3 TNE El£VAIiON Oi CITY'S WAiER iRFNSNISStON WJN SHAIL BE lIELD VERIFIED AND SMOWN ON CRO55- SFClION fOR AlL CROSSINC MPLIfAl10N5 4 ALL DIREC710N4 ORiLLMlC SiACiNG MEqS �OR iMFVSI A�D RECED110N P17S S�ULL BL IOfAIEO OUiSID[ TME CIiT'S WAiER TPANSM5510N E45ENfNT, CITY OF ST. PETE eDIRECTIONAL BORE CROSSING UNDER WATER TRANSMISSION swe os/oz EASE�AENT DETAIL SMB OJ/06 DECEMBER 1999 S50-55 WAT�R TREATMENT PLANT N0. 2— CONTRACT �2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT CIVIL DETAILS fi' CONC SiDEWILN "-... . b CNAYfER b'rtl' wwY ... -. .� VARIES (SEE PLANS) SIDEWALK REPLACEMENT DETAI� SCAtE: NTS R/W LINE EX�ST, GWN/E ___ J--. �.. _ .. ... E%IST. SEWER * M LATERIAL *� . - _ - Z PROPOSEO � MW OR m POTABLE WATER MAlN EXIST. SAN. SEWER NOTE: 1. CONiRACTOR TO FlELD VERIi7 LOCATION AND DEPTH Of EACM LATERAL THAT WILL BE CROSSEO BY NEW RAW OR POTABLE WATER MNN rj TYPICAL LATERAL CROSSING DETAIL �� PVC/HOPE A1NN �_�� rf-L=� DIP MIAIN `7__�/ WC/HDPE MAIN 1 , �1� �__ I��X1Q:� II��' '� �J� �� Q�l � IPVC/HOPE A1A�N 1 \ ALJ TEE \� CATE VALVE � � MJ GATE VALVE NOTE: I) ALL PVC JOINTS TO BE RESTFAINED 2) DIP SNALL 8E USEU ON PLL LOCATIDNS BETWEEN FITTINGS AND VALVES OR BETWEEN 7W0 fITTINCS WHERE TNE DISTPNCE BEfWEEN TMEM 6 EOUAL TO OR LESS THAN 1B" 1YPICAL TEE k VALVE DE7PJL \\```,��I'�1/,///// �� P�v µHqN% ��ii \\ `O, ;G� SE -. ,,�Lii � � � � H�;• 5 � 1 � / �o, 4� oc= � � � � � � * � W _ �. ,� � . i � of � � � i �Q� �� . �� .p •�/ oP,' � � ii� p F� pR� , •' � �� ,��( ��iA� �� . �e�..�w . . ao.<rcn sc.. �. ��8 � _ . __ . .-. . _..___ _... . .. w " �..�, e, zo�zoza ._ � ujaoltz �RS : ea.sinue0�008 . _ . ... ._ BVN ura ��J4A e �U. 02'L .—_. an E�acw �.c��a o auE�. v c i v�xi o�rz ' � � � � ' ' 0 � ' � 0 � 4 % � , � rv � � l- Y � �i u. x 1 4 n � � I , � 3000 PSi 2'r2'x6" C,oncrcic raa wiln GxFi W.W f � f'�von�nnl'_ _'%1: � � • •••. / � / • Compoctea SebgraAe See Nole I ' }-f'ie�e AJjustuLle / voi�� uox ,. � (NO SuDSI t les t ' ) �.�c� _ _ __ _— � -- -- � Wntcr Aton ��.- 1�T t�. (M�nY I I � .,�� ,: J � ", % 2-�Z�i lr�ccr w�res s � o _ z rvc (Scc :ndeK ,y 4pj," Shrel 7 of 5) i = Z=- __, o fID —' YN�yd'� Wale: Main Mech J�inl 'rMU�� *`�- Nestruin"r�g Jo�inl NO�t'. ,„o �,� a,5�� a„�o TYf'ICAL VALVE & BOX SE_TTI_NG e f11Y IWIG% ND �0): 1 D( S ��s CITY Of CLCAPWRTCR, LLORI�A ENGINEEkING 0[PARiMEHi PENETRATION TO BE MADE BY MECHANICAL ROTARY CORE 80RING AND SHALI BE BUTTERED WITH NON-SHRINK CROUT TO PROVIDE A SMOOTH SEALING SURFACE GROUT SEAM AND SfM TO MATCH LINER . 6" iEE PVC � � Rf.MOYA9t.E - PWG �� \ p � � iw E%15TING � 4 a $ r� MANHOLE� � ci � � �� ;� �U QU ao � �n C:_� -�� F�ow C—?—: `^ )) jt2 COPPER �IRE (CONTINUOUS) fi' SAN FM PVC (C-900) WALL SLEEVE W/ LINK SEAL 5-316 OR EOUAL KEEP TEE AND OROP PIPE AS C�OSE i0 WAL� AS POSSIBLE � '�SUINLlSS STEEI � � ANCHOR (ttP.) �6" 45' 6END PVC ,�•`' -' , .~�``��MOAIiV EXISTING CONCREfE BENCH k REBUILD BENCH TO ACCEPT NEW DROP PIPE W/ NON-SHRINK CROUT NOTES: 1. ALL fITTINGS SHA�L BE AWWA C-907 OROP P�PE SHALL BE AY(WA C-900 (CLASS 235. OR IB), 2. ALL HARDWARE AND FASTENERS SFWLL OE STAMLESS STEEL. a� SANITARY FORCEMAIN RETROFIT FOR INSIDE DROP CONNECTION N Nic 0 � a � 3 ... .. . _. � 100X DRAWINGS ° er,trtaen -�� D�+rM• N � �._ .._"____ � ""PB• C:1007. DR4WING5 , t � --sxain�rwwn . ..-...— —�.�- d:907. DRAWINGS , . _-... _ _ - -____. _ __ "_ u '6'm �` A', 60L DRANWGS 4 -' !nr Iwxfl YYNW.'6'b�a�TT1311�-- �— � �qiES I ENICNSqN ON VALVE BO% SMALL BE SEi SO �S 10 R�SEPVE 1/1 OF iliE A`JAUSiNE�i �ENCiN GOR fUiIIFE USE 1 OVlNAlYX: NUI SW1LL tlt 1�1 5� +� 10 Ht WIIIMN 11' 10 Itl' OF GHADf ,} INilAI I 1' RR�55 I(1FNtI�IfAT1(IM1 f11iK III ffINCRf fF 1 INS�ALL 1" P`/C WIiF PL��C fOfi IW�ER WiRE SIORIGE 5 lOCA10R WlftC ACCf$$ -)' (wiIITC OR Ll�4Y) Sf,ll[OU'.0 BU WC. [iR455 fCl.1/LLC AOMIUR �q�v��NC 4N0 2' ORASS PIVG W/ RCCC55 NUi i(RMIN�If I�ISUI�lf11. 501111 1J GI��.H'l :.��'I'fR iR/CfR WiNf Ai l�P W/ A 41Ni4lIN IJ� flf f%iH/� M�Rf 3' BRA55 IDENiIFICATIOY DI�K -7 / 2'+7' CONCRETE P/� � � �� IYFF (11 VAIVF'. -- $IZC 0� VALVC F__ HIIIIiHfIY. CAI4 (1H VIUf - -�-" ( � �.�i \\ � cAll '/hl'/I 1 � ��t DIRFC�ION h NUTABER OF IURNS - I �� j�� io ot�tti� vnivt t t S ATFR�1 � �NhTER � � `- 2" !'�C w/ I'lUG 7N'E OF SERVICE: ' -._- � \ (SEE NOfE 5) WATER (POiABIE WATER) 3" BRASS IDENTIFICATION DISK COVER iNSCRIBED WATER WATFR VAi VF F30X CONCRETC PAD PLAM VIC'rV eG7Y INDEX NO /02: I Of 5 2 NTS CITy Of CLEANw�TER, fLORID� ENGINEERING DEP�RTYFM w�. . .� `.":j4��. � nnv Reslraln�ng Gaske: (Typ )- -_ � � � ' Ilirusl Hesl�aieil (lyy ) � � --. __...._...... ... __ .- _— ... /\��. � \(. ON ALl TCCS. A MIN'�NUM Of ,`i SIULL� OC �"� 1 RESTFNNED 04 E�CH RUN LEC DO N0T USE FOH � t. MiNwuW �lvcl.� �o ee ( VCRTICA� Off5Li5, arsrw++co on �ncii s�o� or rininc (u) � S} � CONIR�I LNCINltN fOH V�lUFS ViGUNlS tl4'.EU Of� !U" tlUM UtVIM, ISU ✓51 IESI V'VlSSUN[ ilGl�(iF5 Il(1N'1 AFPtY i0 Pll1Y KkAPPF� PiPf _ �NE �OlLOA'ING JO�NI$ YU57 BE RESiR�IhcD IN �LL APVIJ�PIqNS-. tLkiOW$ de � �(Nf1 - INIf! NI�J (1Viifi PIPM � y) iEES DCAD z r[[ -/al oanvCn[5 SiZE ii2` 79.C� �5 90 BRnvC�a E'�� 3 arsns - ux[r nNO a�nn a caPS LLli�lll IN ILLI t) � i'LUGS i� : T 1 I! I�} {(� 6 UGO CMDS ] HYORMII RVI.WIS SIMLI. BE RESiR4NE0 45 DE�O fNpS 6 2 5 IO 23 30 42 B' 3 6 iJ }(1 42 S4 NoiE: �)� 9 N �/ .tl y'1 /{ IHHU51 HLSIHNNI ON SIYJINNI UJIIILi IH�N V�1'[ SHILL tll US VlVL fItLU LOCK GA]KlIS !OH IYI�N .qlNl V:�k w ANlXICAN {A51-GNIV� Ifi� � 5 10 71 '�7 {i 9% G4SKET5 i"OR AMEPoG4 IPSiiIE PIPE IHRUSI HESIRA'�YT UH DUCiILE i0� 6 73 7ir �{ {t ��7 W� ��TtINGS SHNI 9F PRCN�F� FY TH� 115f (1G YGGNU� RfIAiNfRS ..___ .UlO MlCNPNIr4L JC:NI �IIiINGS e DUCTI�C IRON` PN°CNOT�IQSRU�ST R:_STRaIf�IING NiS I CITY Of CLEARWAiCR, RORIDA l ENCINEERING D[PARiYE T UL I � �(JM IY{Y /� o-r sor�a �� l..n F� 11Mt'-" 4.6(/�: �. L FE PM4 �� I f •1 � WATER, WASTEWATER AND RECLAIMED WATER MAINS HORI70NTAL S VERTICAL SEPFPATION REOINREAIFNTS POTABLE RECWMEO WAg1EW�iFN PROPOSED WqTER WATEfi STORMSEWER UTILITY - .-. ..1�'nTV6FM� . ___. . - --_— HORIZ VERT MORIZ VEftT HORIL VENT HORIZ VERi POTABLE WATER 3' �Z, 3 12' 6' 12' 3' 1Y/1H' fqTEl HpTE16J NOTF] NOIE] NOTE] HOTEIS3 NO�E3�l _"__-_ ..__.._ ... RFCIAIMEO 3' 17 3' � 3' 3' 12'/1B' WATER ryry1! �� 1 roiE 1 rvOiE � �Y erolE � �Y �tE � erolE ] . WASTEWATER 6' 12' 3' 12, 3. .�Z. 3' ..12'IiB' (GRAVITYANOFM) tqlE] MoiEl lqtEl 1qiE1 NO1E� NOTE} ____ WGMT OF WAV �� N/A � � E� WA ��E � WA WA N/A NOIES: '� IHIS 'iEVAHFiIUN HtUU�ktMENI IS f� I'HO\�UF ACCLSSIdILIIY 1(k2 C;�NSIKU(;IIJN ANU MAINItNANCE IHKtt FFFT OF MOR17(7NTAI SFPARATION IS THF VINIAIUM FC1R FIPFS 'M�M THRFf FFF1 �F CO�FH F(1R PI�iS WS�AlLEO Ai CREATER DE°THS. PROVIDE AN nDD'�,fION.+1 FOOT OF SEPARAiIpN FOR EACN ADOITIONAL F007 OF �;�TH 2 THE 7H-INCH SEPPRATIO^l RE�UIREMENr APPUES N11FN TfIE STORM PIPE CROSS�S aBOVE iyE OCU lAAIN, ANO KTIfN iHf: STOftM f'If'E HAS � DIAM=TER EOU�L TO OR GRE�iER iH�N 7� INCNES OTHERWISE, THE RCOUIRLD SCPARATION IS 12 INCIiCS S IHIS Sll'AHAl1U.Y 4t�UIHtNE1.'1 CJNF'LIlS WIIH MINIMUM hUtF' SEF'AKAII(,4J Rt�UIkLM_NIS VUILIN'�_J IN fi7-55.5314, fAC VARIANCFS FROM iHF FI7FP RFOUIRFAAFNTS M115i (;OMPiY W17M 6�-555314(5), FAC AND MUS! 9E APPROVEO INDIVIDUALLY DY BO�H FDEP Ak0 OCU � rnsTntir,FS civrn n�- raoM ours��r n� r�r� To oursinr ov rirr 5 NO WAiER PIPF SHALL PASS THROUGH OR COME ik CONTAC� `MTH ANY P4RT OF SpNIIARY OR SiORM whTCR MANIIOIC OR SfRUC�URC -__- _ _ � N •. _ . .... � S, CITY OF CIEARXATER, PLORIDA JRS iij30/i4 � . ENCINEERING DEPARTMENT �RS e/i/i2 = ioo s wyrue n� JRS 5/B/71 "�f�. � s Cl<nrweler, PI 93758 '�N "- "' - er onrt m �-3J7r�dni r � rw5r iF° w.w Iw.aM�WI- � E%1�i IG` WIA (CO'JMl'j) e' nnw {rars��i1 i�nar nae . cur our sirc�nnr. s, rta�>.•� �\ OR DRiVE I6 ,IUSf MI�Nt Nf] - nanUno rvew r�rE . . -- - _ � 10' MIN WI(lfll iNTCM OCKI�C � SiEE�.. SMEE�ING '_..__.. ...._. . _. .. ... /___._ � !!'+1��1 >��11 tuY: _ ,�.� Mi�iMt�� I I I I � I I I � I I Ll_ .F— —i _ � —LJ-- —U— L_� SECTION A-A %ISI f:NAU[ �wn��n�w; laxxu rm� �-L%SI IE" WM WfI1Pn�.N' (iYP) ( I�il ��IMY.'.liwil:�.� f1�.1�11� ��. -. ror-w snrrrwc IIas a�nir�.aFo e GENERIC 80RE ENTRANCE/EXIT/PIPE T!E-IN P(T �AYOUT SGLE: NTS N�lf 5. 1 711�5 DC7<IL IS �OR IN�ORM<iION PURPOSCS (1N�Y f,OVfftAC'OR TO i'NO�hDC i0 CfvCINCCR fOR ,1POR(NN N SHFi11NC,/SHORiN�, �fS�f.N OF fHG PIi, SIC,NF(1 H ilalFll M A Pa�FFtSIf1NR�, fM1CINFFR ftGG',SItHlU Ifl IH! SIAI[ Of f�OMOA 2 C�IIIHp(:IOk 10 Il4YUHAHItY SUVV'JNI I2k.SIHNV L%ISIWG YI✓tS WiiHiN Y'�I AS NtUJiNLU WATER TREATMENT PLANT N0. 2- CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT CIVIL DETAILS i 3 \\,, " 'I'I'/// ,�� p �� Fi s �N�`�/� /��ii \ `�'�� •�� \ � � Q~�� Q6T ?� � �, � � � � � � y � ` � ,WII — � f l� � �G Oi 1 Mi �� -A��',c! / /.�� c� � �� t%. -. fiLOR.- �� '�, �SStON Pti �� I **l�i�l �w � w��.. ��...,,. .wno�n ra ___. arv uia�a .xH.« o aum, r.c � x»zi o��c _— � Stop Lees Check MUELLER N14350 with lack Wing and Comprassion inlel ot apD�o�ed aQud ThreaEed Corporotion Stop \ � �� MUELLER H15008 or opproved equai (Ta0 0l 45' angle) Soddle required on 4" P V.0 only _ IIOn 49(ViCB SOddlO Ford FC 202 serias � w/slalnless steel band � , or opproved equol _-"� �� Water Senice Tubing Driscopipe 510p or Endol/Yardley `� Blue Jet, SDR 9, 3408 Polyethylene - Water Main CHLORINATION TAP 1 C�IY INOE% NO �OB, i(N 7 _- H15 2" 8al HOS 3/a" 2' )( a Q Q N ,a o .'- Y e ii z° � a � � � � � � A P� � 0 � U �, CITT d� CLEARWATER, fLORIpA CNGINEEPItIG DEPARTYEHI I YTappad Plug p' ' � \ ZARY BLOWOFF �` � l Hivu SAMPLE TAP `-} END CONNECTION e c,n� �rinrx �o ann; � or � TOP CONNECTION NiS CIfY OC CLEARWnIfP, LLOPID4 ENGiNEEFINC DEPAR7MENT N ��' i�IIFiPN(r (IiJhO(( � � .. - H - , N.J �i.il.� ....Mlf't[ IM' .{ _ - -- -'- - , V'i[k I lole -� \ \ // _ - - �� -�� / ' __ _ - . �� lAin 4 HeQu�ire0 � _ 1 Non SkU ��-�� '+ � �� Noiie�n I p. R W q -� \`�. 1{n.�nf..l �, IJ O CI r. ` � ' ❑ u � i �� RING_- NALF PLAN � " � "" �"' � � �� NOTES r�..,i��..��1 � � i i� i i i r i i 5�' `- Where roodway Case �s �❑ f � n❑ r.. ?3nu e� � 1 M y�fo �kc,J o�er��eer SOLlf�7�-�..; — 21" -- ,v�cn ��ed - D COVER �� - ----!�7 . � � �l._.. _- -; r . ppio,ea by cJy yi � � �: '� F�--- »-s/�,. � .� o o I T�� Ir'� U�- y� 1 l�_� �'�L�, � , �<— -r RING - SECTION I % Moch�ned Surlocc' �a:��m.,m we��n� Y?3? ms SOUO COVER SECTiON 9" ?7B Ibs� V'iriirnum We�gl�l 77tl Ips e COMBINATION AIR VA�VE MFlNHOLE COVER NIS 90' Ek ;" RNASS � ID DISK � 2soc v.� (CONCREiE I I ' ti �w�1 BOX N -. .._.-__ COVf.H INyCR�8E0 Rfc:l �iMf [7 WAif R PLAN VIEW 5CALL� NIS j - -- -- �_ _ _ � iu'-�" <wq )'-o' ftn�l .---- __._ .. . . . _._'__"_ __....__ . _._ _ � (�t nm s� (st� r«nrs> 2' COMyIN01 U`I aIH V4lVL = j FENiaR�EO HYLON BODY--- 5t! IAHL! 1 �-1_ 13'.i6�vJ2' (w�CaH) �H1`�V� I.ufYM1�IkN f'OLYLIMYlNt kNC�.�SUN! mvrR w/ in;.aHC .uw 1' .fIL S� HU�[ CI'LC (IMJ) (WCY<��y �pkK �\- (W<iER PiUS COPR 40CEt UOCEI �5 SJ015<]5 h iJ0�5K55 OR �opROVED �� /I.SI6}� pR npPR;Nf� �t]. 1 - y..-�.�1 FfIN; 2� OPL�. CORP p/�LL �•NK \� f�� I ('iio) n/ o?n5s i��n»[x� �� ` � f�NiSF GNADE � Z'.W NSi [�NGn�IG . `-1 __ -� ---- r-� ti r 6� �` ' W PvC k15EFS A,iOtw�h�' ' • -" ', r A_ ._-�� — .]-fiff.f Mil.`.iMllf _ W.�iFR VOIVE BO%--- wie: Rio zuosnror[s)� (_- - -� - -- ___7 . � � ' fIW�. FA:'I(1GUHf IOUII011 SM�II Rf ('(1()Pf1ilUTI'� MIM h >YPROVCD CfY OWNfR l AM IIlCIf1C1�Rf �HNI N�T Rf I�C.AI(� IN �RI�INA�,F SwNF )" 90 NFN� / I OR OIIIER P4EA5 wHEFE II IS tiUBJEC� 10 SJIINEHCENCF (COM�' K(:ONI' )� Y" SIONC �CD 3 n�tV CIICLOSUPC iIIALL ]! �0.'n1C0 OU75JC Of CL(M PECOVCFY ZJNE L �' PRAtc p��n! / UOWNWINU 4AI:�4ti lINOW 10 tl! �l:klLNLU 1'i.H f�C / ca-sss �ao(a i){o) k RSWW B 5 2 1 � INititl f1111LNlH'a SIVLL tlL MW'JIPCIUNkU bY MFMS � �� l' !I'1' RFM1I CM1PqN� PO fl�M PIGJ/0, OfN> (I(1RIIlA i44A1 ({OMP � f.f') 6 AOIYETIttIEhc ENCLJ�URES SHC�� BE OLIt'C GFEEN iJk Mw `� wntrrt u.vNS, cnr�c�r+rrtnrr i�,�vr nNO ma n,�r.r.wnsu i �r+r � �_ ^_' P E iU81�C (SLOPE �PwARp . _ .. _.... i�2' f3A'_I iiPh'CA�' $CqyiLF 'iRIVE IOWAI+J �lrr yENU PI PI2V) TABLE 1 v�eu�k e-.si�e aH eau _ -.- . — . -. _. ....., 1' P E 'Ud'NC NR YA�,�(E � � PIPELINE ARI VALVE MODEL SRE I iYPE �� FA'M wPfER D�011 F! O2 _ �� y��ER J00 BALL fORf' VpLVE IrNG �� C(INrfNiMif/F�(M�f U-01U V1 UI W114 ONiIAM AIIAC��ML41 I' -(�IPE 'HN_nU x I10 LOUPRE551P4) . __. _.... ._-. �� uM �u�u YMt �� PMKnASH / f� C( uu p-011 'I 01 � 1' r ?� -� L � �{ T E" -.._.._ [ �Iq' ___. ___� I 29 1/2� , RING - SECTION Wc�ahf BS Ibs NOTES I u5 fr,unnry No ��7 Ring nnd 8�. ro�er, Or tquo� K dRViC( :.�M.III f f / �/ �~�_._ __... y4r� � � 3 COMBINATION AIR VALVE --....... _ _ ---- iCFLE�. tvTS � - 0 \1 7 Nnn Penelrot'n� / ° �� \ P�ck I lol=s `// � ll -� c+ 1 � �� n� n o n � u � �i u u i l{ �r „ a a ,,ru ]f l\ � o o � r. � �\ ,i ,u� �, p � SOLID COVER �. s �,�- 1 �> �.� �._��,� —�-. SOLIO COVF R SFCTION � T Y/eiq�l 120 �bs e COMBINATION AIR VALVE MANHOI E COVER CAST IRON CIIY IN�(% Nn ll�l. J nf � �r� -- - . . .-.-- IOOX DRAWINCS �' � +� r mu�y�.� u� , . .� a, __ _—� _ . _. .. ,`i �� CITY OF CLEARWATER. FWRIDA - nt.�t`nR,c'�„nmmei .- _ -_-__ _______ _'_. � C 1007. DRAwiNCS dR5 il/.w/12 � ENGINEERINC DEPARTMENT . � ��yyrp -- 8.907. DRAWINGS JRS 6/�/12 „�. � 100 S. Myrde Are i �� __. .. ._ '--'-" ' --' ,� — Cleerneter, PI �3758 1 �� A� 607. DRAWINGS JRS 5/8/I7 ��.A � ____-- _ _— N ''�... �r+' a:uu v �ca�. rr —�nrv vrr-_.-'. -�.r� REVISION e. o.R ._.__.. . fin,.� __ _ _ ._ "---y-- ... _-(Ml::iln'C <i:XWNK '_ '_._... . . ._ . _ _ L'. _-.-_.� r� ,f- BAS_ )�4iERiK ' -- � _ ---- '�_-- VNVf fl�x k f.(1'/fli MODC Sf JCJO OR (O��l /5] SfCVC �� WC NIS! kS AILV'ti[U ' �. (41N 1?�. L PROUND NR RCLG.0 Vn�VC) - i� lff, u0Jf1 9'lJ Ii.1kNi Wt VM�iuM -� J 414 V�LVE SEi OF APPR�VEO EOJAL ]-Mfl:[ NlMIM1lf �.R�N O�F �iffiNC A�I(R �/NVt Il�:� _ I �� - � -. ___'"_.- 'NO suasr�*vr[s) -----�.J lj l,.�J ^�/ ��' ic uuav k�st (.�` '-�'x�' RLUU(:CR. FL.FL 4 ��I y `_1" MEG-FL/�MGE Bf E�+A II1 . � _ `- n' 90 nrrm (aw.Pr) j ^�;^oo� r�[ct. r�.r[ �� % �ll� �� 1�' '__1�0'SfIfN11iRW.M) � �) MUUS� VcN1�CN 4.GNMtNI (lf !'NtiWilU W�Ikk11aN S() ��. �' R[9l[Ni w[uc[ ine� 4�CH a^n11 nr,mu on rvs ascrMF v L-.I. \ CAIE vA�vE (4J) Z) CONPNAt�ON Aik VAL�'! ASS ufiLY y G If /1'iE SHA,L Uf I ��il�iJ N S�Jf11N t /// � J) Ni V>CUUU �A1 iE V4iEf KS Sn4�� a� /// �� •STMIO %Pf OfCMiHC iU(3f, k S�RCW'�. SlniNiCSS St[[� �� 4" Sf'OUL VItCt (NF.1'L) •INLEI FL/�NGF St'INDIE SVI"`Orl� k DRNN �IIiINC DUC1lLE IRON WIM EPO�/ COnI�NG YER SEC7i0V 0996� / -- IL'a6' Itt (kMJ) •PiN vnLVC tlWY�. AAfJIX(!U NUMi11UM �) /.��_ i'�7T�.NCS SN�LL BE RESTRI.�NCD �- -" e4 COMBINATION AIR VALVE (TYPE IV� FOR CONCENTRATE PIPE nrs n'� I'Vt; F St�ti �ILOW:V �-PILCI AO.�u51ABl; nntn2 vtivr nox __ (n0 <��BSI�IUIES) ` � f(1MpilU'I(1N AIR VNVF ��. % IInHHOLF fPN'E k CG'/ER 1 F%iSflNf� CI�lwFIN _ � �i� � � - , — �_ _ �-... ...� . COHJ2Ell G(iFOE RINGS °i I � ie'.e° rtor�rontto concau� - - _� ---I�JI[H (6r6 Xhi) :. " � .. Is� s��wr ..(vw ia: nu nriauNr, �VR RLLCASt �.u��E7 1�-iEC IAC�EI 99i M4V[NI 4R V�CUUN VNVf i(I f1R ADpR.'1Vfll f�INI ___ _ OftAiN-Off fIiI�NG w/ iz' ic oa�un �wr 9'�J� RCW:LA. fi_.�L �" 9T �=ND _ � � _J - ' 9' +,.EG4 �tAV'.! fT' EBM (RUi.i!) _ �III � �l'1� ,�':��f� ' �Ill� i�l�� 'AOOlBEND �,RN.RM��ECE FtrP:. -�- I) nD�USi /ER'�CA'_ A��.�GV4ENi O� P�i�{")sEU WiN .V' �Mq� � �" RESILtHI kEpGE G 1'O�VI iI:C�MIRJU�IlS 0.S1L41r�_Y `,�.I�' \ I.aIC'/NVC (4J) �) - Mt".W�(1�1 AIR Y�.VF ASSFMR.Y f. f iF VaN SIfA�..l RF , \ l.OL ED N SIp�WPLK /// \ t _) +l� f!I M1Ga +��All 13C Rf'tR+iACD �' / . . \� \. a" SPOfk ?iECC (PE.Pf) � � \ � tl'r�' 1EE f,RU,:) eCOMt31NATi0N AIR VALVE (TYPE V,) FOF2_ B�CKWASFi PIPE uis WATER TRFATMENT PLANT N0. 2- CONTRACT �2: Rt14Y WATER 'PRANSMISSION MA[N US19 CROSSING PKOJEC'1' WATER DliTAILS \\\�\1,,'��'j/,/// \�� gv. HA/y��i�i �`/� ��P`c�NS� /�` � -= '`1�`� . ',, , ' '� i O � O�f . _^ = m : ' LY� _ _ � lti�� 1 I,. � � � I F/ ` ' '�,p•, �� P,; �_ � �� ,,�•.e._ FLOR��'��\��\ �w.. � � +HPI ]C5-iM� ,xs .o<v _.. _.._L HYII I._ . JM6 1 02�..— I , �� o�..�,,.�, �.:;a.� � o.��. .� . ��,r o.�— ' ' � � � ' " � � � � � � � � � ' � , ' ; ¢ 2 � � X n a }' Y�n !:I Slop! Or Ilaller l�.l :'�In�r. or finllcr _ � � / Corolr�e4:n \�, ��/ rsbt�bu.�. na.�] :Ir<�i -` ... - , / C r c � e I �� - r _ j . _ 1 `— _ / CROSS SECTION / ', R ��.,.�, y�..a� ; „ � � ,,n, . 1 ,� c �.�,.,. `� . �- �_�_.._ _ _. . . . _ ,' �',. _'� - - _ — _ � ror� isornEr�ic vi�vi I EMI'OKAHY �.ROSIO�� C;UN I F2�L �HAV�L IN I LIICF.N I UH 13�KM e flif INOEM �:� 6UI'. I Cf I NIS LIiT OG CLEAPWAiEN, FLORIDA - ENCMEERINC OEFAqiMENT � ___ � t{NNCrMN IH�S_NI � � ��w� +�i� �„ .- - �w.Wiw _altil'iJ(�P IHYV H�..' � 9ark �.�iJ fi' finm lhront / �pAea� e. w.� �,a,,.�,�a f , --- . _ �f . - � � ,� � - ,_ f _ / �( � . ��}�. � / .J sri��wnv Noi�s. n� �--nisium�n Fn.ln � USf SAN�AAf,S, S'RAW AAI FS � O2 Ok OTHER 4PPROVED AfETHODS TO \ 1 iHF FNTRANCF SHAI� AF NAiNT��hFO iN A ��y,K,� �.�.� __ ��',.e Crax i� cai«�' n f.r1�NNFl RUNOFF !� HAS'�.N A; � .'� �\ CONDIiION THAT WtIL PR:�ENT TRACKINC OR fl0 �,. -'--- RLQUIREp WHEN $TRAW dALcS s[qMENI D)nrMR�' -`-�� '�- Cf SCDIMCNI ONTO !'U�LIC IZIGf1T-Of-W�7 TIIIS M�Y �.�� ._ f't_ _� /L_ �� \_ /�� MT- �RC USCO �N TIIIS �f`^L!CATION A � ,�'• ---��. / REOUIRE TOP DRESSING, REPAiR AND/CR QEANING CF :��"^"'� /��}}}�tt �_ tJ 1 SILT FENCf IS TO BC INCLU�ED `( J'�'\� ' ��, / ANY MFASURFti USFD TD TRAP SfDIMFNT � —�—C� .'�� ...�—�---r r AS SIIOWry Ory IIIL UF'SIHLAM / . ti,�{ SIDE OF THE SEDIMEM BARRIER / <" � 2 VMEN NECESSARY, y:1TIEELS S��A�L �E CLEANEO \ �/ \ .\/ . I SEt INUi.% NU. 60/ SUPPLY WATER TO WASH ` �;� F'KIOH :O GNIIiANCL ON�O V'UtlLIC FiIGHI-pl WAY ' � -\ { N4IFLLS IV NECtSSANY �t' Eaqe al G�anne�a. Dilcnee. S.otn, � � 3 WNEN WASHINC IS HEOUIRED. �T SHALL BE DONE A.�... vuud. s�de �a•s � und�vw�eeo t�rw � j � � nN AN �RFA ST�SII VFD WrtH CRUSHFD STONF a I '`,' _- � y� IHPI DRAINS INTO AN APPROVED SEDIMENT iRAP o �y'- � ��,� �O� I OR SCDIMCNT �ASIN PLAN VIEW o .ue � % ��— � n nw z n —I �a« a., r �;�-� �.,,�.«, �a.N. � --7 A A = 1'rop o1 Cno�n<s. o'icne.. .��,� l�� lin` 2'-S" COURSF - :.xrMi�. NwA sW� ',typ�� -. 1 . . . _._ �GGRCGATC F .a �M�,�,.r..+ rNn - - -- � \ ry c� I � ` 6' IHI(;K (NINIIAUM) .,.1 . 1 : 1 'r.i, - a (H11�r N � .. _-. SfCIION__A._p W I % � tI� DIYERS�QN RIDCE TFMI-'ORAf�Y F_ROSION CONTROL DIVEf_�SION__E3ERM so' MiN eQ cnr �.wu!x no i,as�. i a 2 .__. �--- w r s PLAN. _ CttY Of CLEARWAiER, iLORIDA __ — ENGNEERING DEP�RTUENI TLMf'ORARY FROSI01�1 CONTROL ' --- � u ' �.R LIIVLHStON 171UGL 12LOUINLU �n�E{i IlN�.Y�V.Wi 1 '�HI � `°..' �m,R � rorra:w,.� `�,.'9,„' vn{�ra� cknuE Ezcttus sy y, oa �a e ()IVF f�.`;InN F3f FZM R. r,� ��„�� - uesS�awi �� .�1 CXISTINC PAVC(7 .- Z � G1Y INtlE% NJ 6�2�, ? Oi�� ' FOt�Ow�� i r s r+a. �.�.c«� � i n, w� wnm scnm�,i ,;y�\� � . . ..�_.t« , . 6 BNO. 'nranl 't� /"o ' � :�'r F , � : - . l . .-.. �— - --- I �S/ii.j.�� ,Y_4`� r �� .,� �� i�_ � � � y� r J ' � ��"`� �� ` �� fILTCR ��ORC � _ CITY OF CLEARWATER, FLORiDA I ENGINEERING DEPARTMENT � W. I� . � ( ___ SECl10N A - A. . . . . . -� `"^�� ^• iCMPORARv CROSION ��nr1 ', j' ��. -. .,' .� I r r�.�u� aeYn, k m5creenY .. _.. �.�B��nr CONTRO� _-._ �OZ � � \ AMi oi i? i/a" coove waaed �.� .., � . � - � -��. _ r � . UIV025iON CiCIrM � -� � ' - CHOSS SI C IION Md aa.�� rn.. � xvaiu e� --- �en<e 2�•Y� 4esn tl' fp �F. . ' AC 1 P 2 _ : /f _ n;�,�,�ic� r m win �' cic�� „�� . . . � � ��_.. m<.� �- _ . NOltS � ir �� - �r+�•�• �n.� y.,�..ri �.�.- L� - c,coo� snove �z Ho� cssmba dmy sn�oP ro v�i �.e S��m� eiae �, or�ne� a'�s' u��sa aeo n�a �e�.�. a.a�K i� o�«w a, 1 F'��o�s f��le� maler�ol n Iront of �IO..F '�' � r�� I � / C�hc�mcy MC MoO�ly qs Ne:ea�o�y io n»re prrvenls qrove.i fr�m wnsh�n� '�to <Ir��.l�,re .-�\ _(� 2.�' t..,li� j Soi��(oclary iraD��nq ot 5�axn.nt 7 7 x4� E;eh'nc block ar � auoss lhrool hel�s e . I I�!� � / Accp block 'n Nbcc PI _ i ouLCr holc � I � I _ o! s�xe� hlock �� 1 . v rr fW.'� �_'L �.� S._... i fiolrs n� hoy onA ^oA cmi�rly �IOCeA R�ay aiso ne used PL4N VIEW � TE�IPORAHY ��EDIP�IENT TRNP �T CU��[3_ Ihl E�_T TEM�ORA��Y SEDIMENl ��RAf' ,�1 SiORN, DRAIf�I Ih�ET � CIIY IM1OE% AJ E04: I Cf 1 e CIIT Irv�tf% N(1 f.05: 1 OF Nf5 ry�� I �� CItY pf CIFAFWAiER flOPO� L I� [ I ,lil' OF CLEAqWA1ER fLORIDAt+/ 1 � � -�iN E H E R'..LNT � I_ I_ ENGINEENING UEPdRTMENI WJ ..._I ; . If�l�'+i�.W�� ,�MNN� °'^ 1 � IILS-IN'Ns 1 Nt.iTui F L �i R M. IF f I f 1{�� 11� (i o. „� . 1lN �l ICW4 , �„ � � �..�7��. - '°'� � �wani prtt� . fIL�EN InSHIC I. '_.1 <I-.•.-- ] ��:avole n<� � 9� i.mcr SP4GnG Gf POSTS iC F3E NAIFRIAi • • F'�� f:ii M4RI __� U We wiur.p i�e line 01 Slaxe> / ` .� � � _- � . � � _ ii��i � aTTACNING TWO SiLT FE�'CES i� rcHCC �-- ---]--- ---. � `- .....� ,�_�Ij��U't,�l'!r . � -�r--� z�e ��« _ �. ,.-� ._hi��qi,i� � � ,�N ��. _ �"``:', `y'' ! �' rrn annirioun� srerncr�i ,.a� a� �"u ..� �'i��i" ro.,is n s��oma u� �+�a^� r�a� v��i o _ � ,,.� IILI�H�PtlHII.NM1I�kiL:a� �-�N .1t. IIM.I. -i'1� :/ , ��i��,. �\� Ift AIIACHIU IU A 4 INCM (MA%) � W�lt IIY Ilx� . I � �:,i,�,.�}� /.� - 'MR_ MESM SCAFEN wr�Grv IIAS Mt-.I LI I � V� . +%_�\ eACKr!LLi.D tRENCII �Y•..I IIAtI -- .L Y OCCN f�57CNCD IO 111� f'OSiS S`c. f I l� lin^, _��I - - - M:1�i[ 90�1 (� r�p.cl've vev) � 11 �� erl Flo. Ir.slc'.�.u�iw�. � /� vos�s u irnv n.,.j s sn(v«w-c��.� vre.) A9J DL'AC�S n t��,�. 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CITY OP CLEARWATER. FLORIDA ' �- _� R ��is°w"Ow'�� — c,00z DRAWWGS �RS „i�ona �� F.NCINEERINC DEPARTMF.NT _ RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT -'---- —�— 0:907. OftAWINGS JRS 8/1/11 �' a `� 100 9 Nyrtle Avc f .."�- ----- "�---�-" --...— .. ...--- - Ctenrweler. FI 33758 � ' '""'"°" n:soz oanw�NCS �as s/a/�z �`" � ��. ,S EROSION CONTR01. DETAILS ° !E � m+�dnta�t�:¢tQ��.irrrr�(u� �--�-- REVISION er o•¢ y'•'"-„"'�` -°��Ai�f. a `\\`\,��II�//,//// �� Rv• HAND ��i � ��P///`°� N S � J/� //i�� /// 3 �� \ / �� o � �% � � � � � � � — L 'W— � �c ' * �' � �/ � 1 �� 1 /� � ��\,� �� •� O�� ``� ��i �jt��' FLOR� .-�� i � �`�y • � r ` _ \ '� V r \\ ` \ _.... .. / � Cmyb CauuM. !t� 1 �.nw lSNI/ .0 n � � ^.n �` � a n K.� ��zoizoz, " ii%ao/i2 � �iw m�•u�lOZ0U6 "��A� ucnelMA �r•o'025 � � 1 �T' (�iGMfFR uCV.�R p q�yEx a[ /)]�)� D�R � a a _ a w _ U N Q S1EEl OR nuoo i�mi �s' icH un. GtlNfllNf. 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SMAGCiE COMn'cCitON) - �J,�= �� - _ SIRf55 RAH-�� \ f,OnIAt10N 100 �OOI f(MfIG fYtqr �Ff � !� �, SIM'DARp �[NGlll T \ iTP_ I, tilVlH �l••�N'�MV, 10 N![U �5/Ifi �N CNnIN J) r\ `t •;IN(-> PIP�E 1 // tlAll�51 k L��U Lln'! t��q -- y.. _ ... .. _.. �� 15��' �_ ____(,tf.,il. at:ra� / �I nATIN� TURRIniTY f�Af�t21f_RS 1YPF I Rc II e �IiY iNO.% NO 609: 1 p l Ni; CITY Of CLEApWAiER, fLOFiDA ENCIHCERING DEPM7YEN7 ,,., i �. H .0 w��.� � � �.. _< ------ ---.-_ __ _ -�._- .� ..�. �11 V ' -i" '4' (.�� -(m..o _ � � o - - �- �! : �Il Y� r ` ,oa, �' lA �i {� _�—' . -�F- . ��' r � i I � -�� _ _ _ __ . K {ti u � , sv -."` -o - - � `A _ . :;� �.,� ° ° J U u _' SEC��N !�--n � _ - - ° � - . . 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DRAWiNGS CIIT Of CIF�RWATER, fLOFIOA ENCIHEEftING OEPAA�MENT SIHGSS HN��- ,-- PVC i101 - CCRiVECi(M 2� OZ NriON RflN�pqC[D YVYI��, _ j� IYPE III � � I �—� �— �, � � - --==��o DEPTH ACCOit�qNf, i� NEF.D fl�Ai/,IICN -.eirp.mr.h�ttm„ f I.�.� �� r�-m��n�'�(+� 5/Ifi IN �li' m�i�n�m � � . � G�4iN +��`—�� i �� UIOM i1C ( ASHN� 5/lii NNri C�AIING CAd�! � IiCIIT (01+ �� OUS,c- SiRC55 1'L��[ " �a I INK (04 901�+ SiCES Of Na1niN 0%f ai ��wV) 100 !0 RCDUCC iiRI�IN) OV CCM'fR SI�LI p: j11Hf1 Ai'R(11 lINES USfl1 IN NF�CARIf tTp SIIICKLE �H4NNLLS C�IY ORIENTl.TIGN t1NEN INS�ALLtU "�:" / �fl - --" �iiun� siiunnox - iw� n,) 1 -' -' u�• � f=�-' '--�}:-� —SnRYStG1�IWOrni VWSILN SVHIACL f�" � �"' � .. 5� ��a' iP5 RLCOI�MEMCED BY �n�l� ilt. YANU�ACIURCR) - WH I] � �RnERdGO �� ` %!�� ? \ r ..� �T�t�l ` . l..\��' yj \/.' \i , ?ti /\ � ' . �; � i �, , � .. ...� . � „ NOIE'. 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I<BR'C ni CORNERS FIEVaIION q' ST4KF k � i50METRIC NE�' / ^ /� I' F <' WJ(Y.� fH�N! / • j�` �-� - 1 ' r \` . ' �.. ; , ;, r 4ti� \� � ^ �'f •� � � • \ � � J I I ' .f Y�il i �''� � / � �' � 'I I �, ��TEMPORA_F�'( SE�IMENT BARRIEFZ A7 DROP_i_NLET e IIiY 1+10C% NO fi09: 2 OF 7 NIS . CITY Of CLE�RWPiER, fLORIDT ENGINEEPINC DEPAflIYENf � RW.i�RN qY�lil -.: . � OhPFdA� �T tlNi1P iKl.t � .. �• �u tilA4 s�« .. ... �� TYP��CAL LAYOUT TvPiCPL lAYW7 �If7AI WATFRS ANf7%CR HFFVY WIYf: AN� WA\F ACTI�\ SiRE�MS, �ONCS, AV[7 LAKES (PROiE�TED �1N0 NCN il(lAl ) � I� ANCN�R PI ST4EAY f�ON 1( 11 .,�{J . _S��ORELIHE 1 \ \ i I � �^ I �- Ah4��A >/ � �" � ♦ ��t.-�i- Y10Ml.iiNk .,�\ P!tY�.4�I 70E . `'. ` 1 ��.�� .. � �' IlMlii :lf .� �.�• �� -y� . CO�YSIRUCiION � </�ti\, \� \ / J , � l -4,, � �� J- ��..E�� r`y � / � I, ,,.`,1 / . l -. , . / F� y � /.Nfl"Nt �`i I�JNd�INiY �i 1\ ,\` ., CJRi.VN � \ \`� E%IStIA.^. � . � CAU�CW.1Y S�<Kt Uk �H(;HO�' I ! � FI(+%]!1 � � + F �RY 100 (iYP�.LL; � F, �� \�� • t 5 OIS�ANCc �S v�.fllnBiC « r ��, � �'-�'� r l� fl;l ,�4fn L' ._ � �rnr<unc <1 J r � M�rRP TY"PICAI �NSTA� I Aiif�N I AYC`UTS ��„�k '�.-�/�� i e8 �r FLOATINC fURBID111' B�tRRIF_R_� �t� �YCHUIt BUOY ry�• / �- fiiY INIII% N(l fiIG. I flF t -.. ' ilit5 Di51nHCC i5 VnlilnOlC • �) N��, DMPICR A+OVCMCrvT �� CITY Of CIF�RW�TER, fLORIDA C� Ili�� i� ti0nl M�YG� � fMqNEERINC DEVARTYENT a^^ 1 A n A' T �j� fi�� aRCn '�v[M Sn!�` . U =-�f-' . a.�� nc. �Li..:, ��-� WATER TREATMENT PLANT N0. 2- CONTRACT /#2: RAW WATER TRANSMISSION MAIN US19 CROSSING YROJECT EROS[ON CONTRQL DE`I'AILS ``,'��If'//// �� y HANp ��ii� `��pQ;��i+ "s E ' :��E'G �i�� . � �r � � ' � � � . �� N= �� r ' r _Q' � ' W -" = , � ��_ 1 � � ` . * , E �� _ % �',ll �� ;; c� � � � �� o�. 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FDOT DESIGN STANDAHDS 2013 O �I8 I � nc.,araa�ro 1 I t] w�tK � [7� .� , � _— c � > .._ w „ c � �:.,,— — _ � ""> ti) .._ .___' '... - -� _ I � bIV1lMtli�M'r � (M :�� (:.:�. /'` 1 \�/ � �� V �, PEDESTRIAN I CROSSlYALK � I br4 PEDESiR1AN � g�4 � CNOSSWALK COANER SfUFWA1.K CLOSURE � WliN TEMPOAARY CROSSWAtKS SYMBOLS � � r � n• . . � x , ,°...a �.... . _ ,.. � � , „�. � ..,. �.�.,. 100X DRAWINGS i �.:w .: COtJDIT IONS nf AV� VFxiflf fOUfPMiM 1x 5 .V.'.� 1wA15 A['IIV . M�ns rnnn i eewiur Mrrrpe�w°rl ML'LTILANR WORK OUTSIDF. SHOL"LDER I 671Y I s�°FI a � C� o• �p�=� I� ,� s � , tlapn�M+�s �e� 03SO10 MltlM301$ ( SIDEWALK I aoseo < 1 -` "` „�% _f"v,-�.�. � • b 4 , c� HID-BLOCK SfDEWALK CCOSURE u1 ....... . I"�i / x Q �l .Mmmae I I :, Ir �� rcn�sra.w ��`. `�". � 4 4 � MfD�9LOCK 5lDEWALK CLOSURF WITH TEMPONAFY WALKWAY GENFFlA! NOTES ,. �<<. .,..-.«, ,� . . ,� u � COND/TtONS , u.,,. ... .,., �. ,,. . ,�EwE �„ E�,�o�En � . �E��«E M .,oAKEA, oA,��,r ,�,�,.�.� . . . . � . o: .. .. [NCqO�'�� W �i�[ S�O1v�.r �Ol A • � ..w. �--� �...-...... ... . /t/IIOC iY Ml'r( �l��ll IJ Ml�Vlff �, ,.��,.�,,. ,,�,,, ,, � ; . - � , .�, . F:?. . .., f..": c. _.^nq r.v�K. � I I 2013T ( pL•pL+S'PRIAN l`.UVTIiUL POR CWSURL OI� SIULWAt.KS 660 ]� � � __ ---- _ _ __ ,� �� S. CITY OP CLEARMATER FIqRIDA ' �' •—. _� G 1609. DRAWINCS JRS H/.Sq/p � w F.NCINEF,RMG DEPARTMENT _. ----- ; --�y-�— B� 907. ORAWINGS � JRS E/1/IT �, � '� 100 5 Nyrtle pve s ��' � " -- — � —'—' ,/ Cleerweler, FI 33968 �� A�. FiO�C f)RAW�S ....� JRS SJB/12 �� R .�� _ _. . _ ,_ ,. —a�— Rev�s�orr o.� '*•-, �•�' � — — -- p �� _......_ �. 1 M1�� ._._— r � �� tn�r�� Kn �u.m u. .rra nrsr.wce sErwecx vca� Speea fM ..' ' ai � � i i,u `J'"`n .._...... CRSO � _ ___ � f - �_��.,,�—�� 'r .� � •t I• .., r.w3 .•ye�....__ i.. u'r.�t ��.. I_ Soo SFO ... ,. "� edo �ea ra e OeplMe 5 �attn M.. � ..... ..w� ow��.. tn; fe..+ �m.. > i o ryP. � o. i�o. � � ' � ' H r r i:�w ! � .,�.�s ..r ` ..u.. �•e I � �.� w � �n u �• f.� N/ I,W �i..�rww .rne xN F{wi a '4::..<.. .. .s w..irr�._ i� ir« GENFRAL NOTES W SYMOOCS '„�'' � w� � .r ... ^�r �c �r - y� w w � �o.M � . w�a et � �.�< < i � o� a�.H.� � ,a , �. l V 'ei� �x e�l•�nJ ..w�.,.cu • ��a�r.��k�''i1591��.A„SOJI . . . . . n, u.�u, r�:ri.....� �M in. + u.+J�. a� .�:n�� 14 s�. .s QM��i. I� r• f�Yii �:.�. � 1 wiMiJ y� i� aN•.....i...�....i.... .�^ .��i � � .,,x i,,.w �...a,o.� , a. .�i w w �...r � , nnR�rn., , rr. ro r,�,,.� M i r ...,� .�... .� .,�,. , n v .,. ,... ! t � ,,.. _.. �. r.i N ..., a. .. ,,. w., ��' m � �.r i,r..�, , :.: a,......n � .K.n.,� ,r<..,n.n.�.��..«...�.,,r., ,,,., ., n.,,... aevis�on = -� � � FDOT UESIGN STANDAflOS nmiai w 2013 � DURA770N NOTES i S,r , ia. ��d,r..�..in Table !1 Taper ten9th - ShoulAei n�AI �t0 I �Y a�a s �se r, s ' � qs' e� ._m � >e ^ �� i�� II :; �. r,•„ I� ir.� =n.s 1)) t ) r � , n u v� a ...z.��..w s.. �� y-InMV�� ..'JA..IU^I ,J.e 1 CONOfT/ON5 � W:n��S�rD��N I.U¢� tu:ln iNa.a �µ�r.�.J'Ikilr/INah. !O w�+ MULTYL.4NIi, R'ORK ON SHPULDER � MO� 617 ] WATER TREATMGNT PLANT N0. 2— CONTRACT #2: HAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT MAINTENANCE OF TRA�FIC \\` \\, � �""� ///// ; � � v. HA/yo '/; . � ,, . ��\�`'��P G�N S E � /� /i .' `.� _oti; � .� _ 1 � � � ` , {i —. ..�. � — ' * � W — � � - ,� � , -- � �'�� l �� :'_; %'A` P o� � �'� oR�p,.t'�C9 `.� '/l -�"' V r�r.��rr-. -_ .� w � _ : \�, � °� pn [M�ML� Y(WL.O dWt1l �f.-/ L)ll —"— O�iE 1 SYM80L5 �/ +n«n.»w+,;.o�w � ��... J.. � =. r. I. .r � � �� e�,�.w y �. . I r� I... 1. tt..> nI -.II xrvisiox � M N 0 � � oi 9 a: d � � � � � N 3 6 O a ¢ � � ��, I nEVISinN � � o�iou,a � � 3 u N �.ser- - - /.,.'.'. .. ,..1-f.fNEHALINOIE^,.., a .n.,nn�,.,...� .. n M.��. : .�rt�o .ea�.�r�rinm e, x��a .re, nH ,m , u �. �,. � �. .. .� ,,. _�, , ... ..e �dx� .... ....�.. �... ,�.��... r.N� ,..... e,.ne.��n iroo n v t~ ,.,x,.,'�;:, ,. . �, 6%�ny. rnf�T�.��.....�. �.ui.rW� iil� �Iri�•.N�LJJ FDOT OESIGN STANDAROS 2013 ,w, DURA7'ION+NOMtS .., 4 ' . .. ., ..5�.✓u o .d,wo, � , r. ,,,o -......� .. .�.�M,. �.... 116 �YI �^ � srr.�.+l,9r.��.• .r.�...x�.rv�.�n >N.0 .L�,; , , � i .. ,. .o m,y m ML7LTILANE, WORK NEAR INTER58CTION MEDIAN OR UUT3[llL+ LANL �� " ,� � 1iP1 , a�v � � J :,� _ � _ � — —� -- _ r ; .�. .., _ _ ------ , —�— -- _ ___ . . . • .- .� � _�_— .w. .. .<,; . - . � �- '-,,,,; .,M...� I ( � " .,. m r- � u a o 0 � . __ .4_ ., i � n .� k np,W v � � ' � rw w i,u ! ' "" r C ' I{ {�G i� rww t� 'man Rww m SPEEDINC fINES W ,t ooua�co � � a�ii� i%w waM xaa.cnz � a�t.o vrrtun� LEFT LANE CLOSED ON FAR S1DE Of MINOR 6: Mr SI�ESTflFE7 Nf5TR7CTED TUNNING MOVFMENTS � IQ urw � . .. . .___..___-.______ _... .. � a �, .. a ,._- ._::._ _ �- - _._.__.... _ _ .._:. "„� . n ... • .�.• � � � .,�- -�• • — -- -�- , - - ; = � ... � b o �o- a a u ( o .a.� " ' .; '-� ..: �. � �on - �-� _� � I tEn uHe � ' •. [xo neeeo � I MUSTr �e No•u �omc ' �., � . -...- '� 11/PN LF 1 OOUB�ED �� I I 4W� SiEF01N: � Int- � � w�cn �oaR[as vatscxi . LEFT LANE CLOSED ON FAA SIDE OF INTFqSECT10N TUNNING MOVEMENTS ALIOWfO ,00x iw�x vi�tr n�sw+ 615 1 7iauo�. OISfANCE BEIWEFN SIGNS _..,, ..,,., ,_z -__.- �i e l�ev�ce Spµcing M>� n .... . c« .. . 5�� ___' a.HO, r.o.ru' �va�� r... v.u., <. .. �.�., y . : 1� iable f! 7aUc�r I tv �l h- Mcrya� U1' �ate�er iransitron) sc.m , � mi ' x ,a� � F c v ' Ii 5�0 awn�. ..+fii.� OESIGN 57ANDAROS ML7I.TILANE, WOKK NEAR INT�RSGCTION ('"mr I Y.f 2613 MEDHAN OR OUTAIDII I,ANI? 616 3 � ` e•�f CITY OF CLEARWATFR FIAftIDA -- �i�i.oi� �005 DRAWWGS ,tRS ��/�OI�� ENCINEERINC DEPARTMENT � a 90% DRAWINGS JH5 tl/1/17 r'� �_ � 100 S Myrtle Ave � r � ,�. Cleerweter, FI 93758 � � :607. ORAWINGS �R5 S/d/�? +, .� HEVISinu er oert ��E� �4.tn.n"' ..�k75169 1 l ) l J � �_ `�' _. b .. _. _ - - _ a . .. �.._ _ a� . b y. t A'r.i . _. .... b � � � � / I • • + • __. —_ . ..._...... • ° ° ( o ' ��. ��-, :� i � � � � �,. �, ' � j':_ � � � � ' -I- ` -��.�: ,� ' �' �- ,.- M -� E�a ' r.i �� le,, .. r - ErO . � � ' ' � .� • no.o .on. SvFE01NG i1�Z5 `\;� STO 4 � 11p�p ooue�[o � I � �EN MOP�EAS rYn .w < . r i ` �p VPES[NI r a.� i. .11 . �� . �.. ` rcv RIGHT LANE CLOSEO ON FAR SIDE Of MINOR SfDESTREET _"_ _ 015lANCE BFTWEfN SIGNS Sp�J SV��Yllel X r .Y[v� .9.s'I�.r.'.�.. I 7abfo 7 . "_".""' - - fi�.wirc Sparinq ---- .. n.�.., �,.....� a.,�.. m.� t i��W�t +^ w � _ rs sn,�� w '�1Q Tabfe !! �'�' � ieper LengtA � Merge m01� � I �y p7' Lateral Transltlonl � s� � .� .r.� rmoe� i�u a.an ___ __.__.__ _. __- �,. r a ,� rMi "".. . . _ . . __ - � � ,eV C� _... ._ . . ... _ � ,.. �x.•i i:�.i b .°1 . _ -. - ....... _ � �... _' __. y '� w ��le n � .... .-, . D D @ � P °.;;Y a � _-.. r . _� ,. _. ' _ wr � ., . NOM �._ � _ _ r. . 1 \ cMO � r,.�i .r� , „ i , , �0�1( � �p TNU i �;Y ` { P0�0 /OMI( 1 ilw'IK luwr�x f �1CA0£ IET� NpW SvfEDINC llnf5 RW� OWBLEU �� Y�+E�N GOFRCRS P[SENi RlGH7 LANE CtOSED ON fAfl SIDE OF IMERSEC710N WITN SIGNIFICANT FIGHT TUANlNG MOVEMFNTS i .� - . i ��Mrx �.'Y': .e�r..ri� n..r .�9 Iivr...rt�n+M � m�i r .� r.WrM� f,to •� i.u�� n.w., � 9.. .v . UES(GN STANDARDS or s�cr !NULTILAnS, �5'ORK NEAR Y�ITERSLCTION �.w,Y 20/3 _`KLDAAN OR OVTSIDL LANL 616 7 WATER TREATMENT PLANT N0. 2— CONTRACT #2: RAW WATER TRANSMISSION MAIN US19 CROSSWG PROJECT MAIN1'ENANCE OF TRAFFIC \``,`�1�IfI�/////// �� ' HAN�✓/ ��i :.OP:�tir�se ••�`G%. � * / � ��,� ` � � � � J� �� r O ' � / ^ 1 � m W � — , oF � _ � � �, ��P�� ; � %ir,,�'AO�, F��\��'�� ///I �rLQ1��' 1"�`: ;��.� r�..,>.. 'Y1�`'��. . 2012024 1�.10�12 JRY ��102008 ��o ,'H�- wun1YA � ��,� ___aniroria--i.olrs� o auw. rE � wa ._._- oert J �1 ' � � � � � � � � � Call FDOT Construction Proj ect Administrator a minimum of two weeks in advance of roposed working in the p . . State Ri t of Way & All work wlthin � the State Right of tiVay must be coordinated and approved by the FDOT Proj ect Administrator: Joe Blasewitz 727-530-7600 Pinellas Permits Office (727) 57o-5iO1 Permit # 2o�2-H-799-243 � FPN 256881-1-52-oi 15 040 00o SR 60 � City of Clearwater � � �� l! 1 Permittee shall notify TMC @(813) fi15-g657 of the exact time any lane closure begins and a second phone call when the lane closure is removed. � RULE 14-06 , PERMIT NO.: �,� C I� -H - � � FDOT construction is proposed or underway. STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION UTILITY PERMIT SECTION NO.: + � (� L-� C ❑ Yes Is this work related to an approved Utility Work Schedule? �❑ Yes PERMITTEE: ADDRESS: CITYISTATEIZIP: City of Clearwater 100 S. Myrtle Avenue Clearwater, Florida 33756 STATE ROAD 60 COUNTY Pinellas � No Financial Project ID: � No � If yes, Document Number: TELEPHONE NUMBER: (727) 562 - 4750 710-010-85 UTI�ITIES OGC - 08/10 The above PERMITTEE requests permission from the State of Flo�ida Department ot Transportation, hereinaiter called the FDOT, to construct, � operate and maintaln the following: See Attachment 1,'; (� `�(�c, ��u �� , j� i-, (� ��7� ��a,�c 1 tt I i�� _> k=G.f' h<� 1��}1� E' ('��i'� 1Ct.:{'-, FROM: See Attachment 1. 4' � Submitted for the PERMITTEE Name and Company (Typed or Printed Legibly) ' � � � � � � � � � � r .y TO: See Attachment 1. Contact Information Address/Telephone/E-Mail {if applicable) Signature Date 7650 West Courtney Campbeil Causeway, Tampa FI 7 ' Bozhidar V. Handjiev, P.E. 33607 L� � �� 9�% Z URS Corporation phone: 813-636-2177, bozho.handjiev@urs.com 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 ae�ial and underground, are accurately shown on the plans and a letter of notification was mailed on Seotember 14, 2012 to the following utilities known to be involved or potentially impacted in the area of the proposed installation: �gress Eneray Verizon Bri�hthouse Kno�v Clearwater Gas Florida Gas Transmission Pinellas County�,Jtilities 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 r , Telephone Number 7�7-570-5101 The Permittee's employee responsible for MOT is 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 app�oval 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 pertnit is approved by FDOT, and shall be made a part of this pennit. 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 siuty (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 simukaneously 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 UAME. 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 ofthe date this permit is approved, this permit is void and the facility will have to be brought into compliance or removed from the R/W 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 Pertnittee will, at a11 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 wifhin 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 othervuise notified by FDOT 15. For any excavation, construction, maintenance, or support activities performed by or on behalf ofthe 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 14-06 STATE OF FLORIOA DEPARTMENT OF TRANSPORTATION 710-01aB5 UTILITY PERMIT OGC IL 8/EO 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 hoider to be responsibie 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 pubficly 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 shatl, at his or her own expense, restore the road or pubiicly 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: �i J �.� . . 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 FDOTs 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 sepafate 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. 1 � � � � PERMITTEE Robert Fahey, P.E. / Engineer Utility Manager SIGNATURE ��l �-� �T DATE: ��_ $_ � Z � Name & Tltle of Authorized Permittee or Agent (Typed or Printed Legibly) APPROVED BY /'� ISSUE �Z � Z� Z� � � (/{ ll��f' DATE: District Maintenance Engineer or Designee � UTILITY PERMiT FlNAL INSPECTION CERTIFICATION 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 pennit 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 or Printed CC: District Permit Office Permittee Permittee or Agent SIGNATURE: � � � � DATE: � � � � Page 2 of 2 � , � 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 S" 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 s outhbound � 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. Ple ase coordinate � with the Construction Project Engineer Joe Blasewitz 727- � 530-7600. �� iJ 1 � � � � � � � � F.D.O.T'. R�4�UIREMEItiiTS P�RMITTEE MUST COMPLY WITH TH� FOLLOWING '1'he Pinellas Nlaintcnancc Office must be notitied 48 hours in advance of starting work in the I�.D.0.7'. ri�ht-of-�i�ay. Pl�. 72{ 7) 570_5101. �1(Yl'1�:-: «�tr�� n�tailin�� ni�t6��i��lc cr�it€li�it lir�es uf ��I�ich a Eat�rtioi� is ii�tet�ttc�l tt� l�c l�;ascai €��- soi�J tf�- ;�nt�tlact� utilih� co�u�y.;i��. thc ►ir�i� lcs�cc.%own�r� ��u�t ��1�tain ��n a��ro.�e�i perrs�it 1��tfm thc �)c�3��Ei��ciit prior t�� ncc�t�;ir��°��. lZcfcr to ('��(Z12!°;��1� ('�:��11. Digcin� without knotti�ii�g �vh�re it's safe t�o cGs_� �an causc lremendous da�ua�e, al'lcctin�; yoar clect��ic, telepl�one, cable telcvision, �vatcr, se«�er a�ad ga, service out,i�es or even lc>ss of litie! lf you're doing any digging� withiu thc state of F`lurida, state law requirc.� you to uotity Sunshine State C)ne C'all of Fl��rida (SSOCOF) iwo business days bett}re you die. 1-800-43Z-4770 This is a free service to lielp keep Flc�rida sate! http://callsunshine. com/corp/index.html It is the resp�nsibility of the �ermittee t�7 deterinine aud comply �vith all county ��nd nlunicipal ordinances that relate to tlye constn�ction ��r other activity as descrihed on tliis perinit. Some ordinances are rnore stringent th�ui thc Department of Transpt�rtalioil rcquireinents. All constructic�n and%or maintenaiice of utili[y equiprnezat located in tl�e I��.U.O.T. Ri<> it-of=Way rnutit � conform to the ��ederal Manual on LJniform T`raffic Control Devices (M[1TCD), the F.D.O.T. road��ay and traff-ic design ,t��indards aud the standard spc�cifications ior road and bri�lge construction. � � � i � � � C'ertitied density reporls ace required on atl backfill «��rk «�ithin sh��ulder points ofri�adway and ❑�ust bc subinitt�d tr� tli� F.D.O.T., Pinellas Maiiit�nance Ol�fice. "Chis per�llit does not authurize the construction ofi any new sidewalk or drainagc conuect.ions i.n the F.D.O.T. righk-of-way. n copy of this approved pet7nit, including all }�lans, must be uiaintained un the job tiite bcfore work cuinmences in the h�.D.O."T. right-of-way and ►nust be made avail�ble during constructioui�nainteuance. NO'I'E: Any sidewalk disturbccl will be re�laced by section within 72 haur, to F.D.O.'1'. specifications. I1� construetion, reconstructian, repair, or ma�ntenaucc activ�ty necessitates the closing c�f'ane or more trave:l lanes �f any road on the state priivary, county road, or city street systein, for a periad of tiine exceedin�; two liours, tlie party perforn�ing such work wiU be respc�nsiblc to g�ve notice to the approPriate local law enforcement agei�cy whtch has Jurisdiction, where such re�ad is Ic>catcd, prior ta comme;ncing work on this project. 335.15 F.S. 7/86; 336.07 I�.S. 7/86. 1) F.D.O.T. UTILITY PERMIT # 2012-H-799-242 #19 SPECIAL INS'I,RUC'l'lONS: NO LANF. CLOSUI2ES ARE ALLOWED WITHOU'1' 48 HR. NOTIFICA'I'ION AND PRIOR APPROVAL BY THE F.D.O.T. 1NSPECTOR. 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 OP 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 AT"I'ACHED 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. ('3K 1�f:H�. it�':'�P.l�;(_l�(�"1� 5��[� h� E�1' ��F;:;�t�J ��11;,5�I� 8;h�, 1��O]1\ �i"�n �1.1. I't��SlSi��± iV'kOi,;��,1) 11'I�l�fi �l�i[�5 �'��,9�t�1lII� 11'1{�I.i��, IL` �I,�iiN:'+"1�-11�1' I:{(�t�l�-Oi�-�1� rl'. 5) RC)ADV1'AY 1ZES'I'OR��'1'ION �'VILt, U'T[LI'I',F;' l00 PSI E7�CAV:�'I'l13(.1� kLOWA13LP; FII.,1. ANI) asphalt placed witliiE► the State Ri�ht of �t�ay shall be placed "Full Depth", (2) 3" lifts of SY 12.5, (z) 2" lit'ts of SP 9.5. Typical sections will ueed to be pro��ided �vithin the plans for tl►e paveme�tt placemeut. MILL AVD It�S�RI'ACE Tli[�, ROADWAY 50 FEET Gi"1'HER SIDC OF "l'IIF. CEN'I'ER LI�F: OF ']'Hl�; A5PHAI,i' PA'1'CH 28 1)AY'S A.F"TER l�'S"I'AI.LA"CIOn' 6) THE CONTRACTOR SHALL HAVE A RESPONSIBLE PERSON AVAILABLE AT OR REASONABLY NEAR THE WORK SI1'E 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) 9) 10) ALL SIDEWALK CURB RAMPS SHALL HAVE DETECTABLE WARNING SURFACES (TRUNCATED DOMES) AS PER FDOT STANDARD SPECIFICATIONS 527 & STANDARD INDEX 304. ANY DISTURI3ED ARL.� lN rDOT ROW SI{ALL BG IZESTORED TO EQt1AL OR 13LTTER THAN "1'HF PRF_,-E:XISI'ING CONI)ITION. SOD ADJACENT TO SIDEWALK SHALL BE PLACED FLUSH WITH THE TOP OF THE SIDEWALK. � � � � � � ' M � � � � � U H:\PFRMITSWEW lNSERTS\OPEN CUT & BORE INSERT-LDOC � ' � � 1t) � � � � , � � � � � 12) F.D.O.T. UTILITY PERMIT � � # 2012-H-799-243 #19 SPECIAL I1�tSTRUCTIONS: CUN7INUED STOCK PILING OF MA"i'ERIALS IN THE RIGHT OF WAY IS NOT ALLOWED. ALL BORE AND RECEIVE PITS ARE TO BE SHEETED, BRACED OR PROPERLY SLOPED AS NEEDED. 13) A SUBSURFACE SOIL AND DRAINAGE REPnRT IS REQUIRED ON BnRES 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 1N 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 PARAI.LEL ROADWAY IS 3 FEET 0 INCI-IES. MAINTAIN A MINIMUM OF 24INCHES CLEARANCE FROM OTHER UTILITIES AM� STORM DRA1N STRUCTURES. PRE-REAMING MUST BE IMPLEMENTED PRIOR TO PULLBACK. 15) 16) ALL DIRECTIONAL BORES MUST BE SCHEDULED AND PERFORMED AS A CONTINUOUS OPERATION UNTIL COMPLETE. THE LOCAL GOVERNMENT MUST HAVE A REPRESF,NTATIVE ON SITE AT ALL TIMES WHILE BORING OPERATIONS ARE IN PROGRESS IN THE STATE RIGHT OF WAY. 17) ll�, •1'HF: I3(�t2f�: OYF.RA'I'lON IS I)EF;11•tl;U I;NSUCSF:SSFUI, Bl' 1'H�: F.U.O.'C. ARl�;.1 1�1AIIVTENA�ICE ENGINEER,TIIE PROPO��:D LTILITI' W'ILL BE (�ROtiTTD A:YD A[3ANDnNED. THE FOLLOW[NG ARE EXAMPLES [3UT NO'C LINIITED TO, �-1ECIiANICAL EAII.URE PREVF:N'1'INC.'l'HI�: COIVIYI,k:'I'ION nN 'I'HF: YLiLLtiAC'!C IN A'I'1MF:LY 1�4ANNP;R, INIPASSABLF: OBSTI2UC'TION, 51�;1"1`[.l!:MF.N'1' OR HF;AVINC OF'1'H[? S'l'A7'k; ROAD. 18) 19) THE PERMITTEE WILL TAKE ALL MAINTENANCE RESPONSIBILITIES FOR A PERIOD OF ONE YEAR AFTER COMPLETION OF CONSTRUCTION. NO WORK SHALL BE PERFORMED DURING THE WEEKS OF ANY STATE OR FEDERAL HOLIDAYS. 1 20) FOR V1�ORK NO'I' IN�'O1,Y1NG I.AiY� CLOSURE:S, YERMIT'1'F.F & C'ON'T'R:�CTOR SHAI,L F(�LLOVV T[�E STAIVD.ARD WURK SCIiEDULE OF i1'IONDEIY TIiKOUGH FRIDAY 7:OU A111- 5:30 PM WHILE WORKING VVITI�IN THE STATE 12IGII1' OF VVAY UNLESS OTEIER WISE � NO't'ED WI'I'HIIV 'l'HE NF.'R1111'I'. llE;VEA"I'IONS SHAI,I, RE RN;(2��:5'1'I�.I) BY 'I'IIE 1'E:R:�'lI'I'"i'I+:l+: IN Witl'I'INC; �'Vl'I'H Jl1STIFICAI'IONS [N ADVANCF O�+"fHE PItOPOS.k�D CIIA;VCGF.. u �� ' � THE DEPARTMENT OF TRANSPORTATION RESERVES THE RICHT TO MAKE ADJUSTMENTS TO ANY PERMITTED METHOD UF 1NSTALLATION, SCOPE, RESTORATION AND PUBLIC SAFETY THAT ARISE DUE TO UNFORSEEN CONDITIONS DURING CONSTRUCTION. II;\PERMI"I'S\NI:W INSERTS\OPEN CUT & BORE 1NSERT-I.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 REQUIltEMENTS, ARE SUBJECT TO CHANGE VUITHOUT 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 1NSTALLATION 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, PII'E, ETC.), TO BE USED 1N THE CONSTRUCTION/MAINTENANCE OF THE UTILITY, IS PROHIBITED 1N THF. 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 REQUIIZEMENTS 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 1NSTALLATION BY THIS PERMIT, ARE NOT TO EXCEED 24 INCHES IN DIAMETER. ALL TRENCHES MUST BE BACKFILLED IN ACCORDANCE WITH TI�E 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 DRNEWAY. 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 BE1NG AFFECTED BY THIS PERMIT. THE PERMTTTEE 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 �EDERAL 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:U'GRMITSWEW INST:RTS\OPEN CUT & 130RE INSERT-I.DOC �� ,..e . �� ,111 ,, 4 ,�. 5 ' i.+� .� . �i, 'l�y�.`�r;�, •.�.1 , . .�' ... , . i �:�J� �i .. � 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 Ciearwater Water Treatment Plant No2 — Contract 2: Raw Water Transmission Main US19 Crossing Project November 2012 2 LL 0 } � U V t� Engineering Department 100 S. Myrtle Avenue, Clearwater, I�'lorida 33756 ,'�� OF jyF �� r. 1�- � ��-," . ��. � `-�, � y ,' �� .'�1` o � _� -- , , - - --- - ��: � �� ►�� - -- -=- � � �� q ---�- �� _�'� �- �� --. �T � ,� .__ ER ,__,.� WATER TREATMENT PLANT NO. 2- CONTRACT #2: RAW 'WATER TRANSMISSION MAIN US19 CROSSING PROJECT S�i' _ ._ = _ ,. I � � �� a 0 �,,, � / ,a; �j � ,� �. �' 4- � ,� . % �' �. � I ,. �<<Tl ,,1,� � ; � ,\ �, � ,��lo � ` ,. , (, o - �-I'!��. �_,�,,;, i_ .. ,`� ; i � z : ��,►�l � � '"_�,!�ir� �� l .� lK � _ � "r�. � °-� ''. � �\ ' `Vk--.� , � s 4-9 — � ;1 �� . � 4 ;�� i%' .�J !' I .�� r- ,=�.. << i%, � � � � ¢ ,,,. �_; , �,��.�a ��.,�;: �� e (10-0039-UT) � � � � ; ,, � ;��. � . � _�_7�y_21,� ��r�ti �►��i \\�� PRV. HqN��i�ii �`�/�`O,�`G�NS� ,,,�i� ///� ��, ,*` =m � � , � � ' � *, .� ;�— _ , F�;�W� � �p ', giA� � �� l � � , . . � . . , ��`,�,, � �p ��c�\�. . �, SS/ONA�- �\�� ! I I (1111��\ CITY OFFICIALS George N. Cretekos Mayor Seat 1 Doreen Hock-DiPolito Councilmember Seat 2 Jay Polglaze Councilmember Seat 3 Bill Jonson Councilmembet Seat 4 Paul F. Gibson Councilmember Seat 5 William B. Horne II Ciry Manager i Ttacy Mercer Public Utilities Director Michael D. Quillen, P.E. City Engineer Approved By (:III I:Nt,INI'INMI�IU��:1��' �I Date Approved �D N�Y 19 2011 100 % DR��`il�'�"A�'cE Plan Set No. 2012024 � ' � �U 3 M1 U O N � V � O U O L � d i rta 3 � �f� � `ap O rv ¢ W � � 4 � � U 2 � 0 E ¢ 4 � 0 � o ¢ _ � a ¢ w 2 U N w Q 1 .. O � I '1 ! O � � r.FNCRai N�TFS: I LOCATIONS, ClCVA11pY5, AND DIMLNSIONS Of EKISTIN4 UIKI11E5, SiRUC1URE5 �ND OTNER FEAlURES ME SHONN �CCORdNC TO ME BEST INFORNAPON AVAILABLE Ai IHE PME Oi PREPAR�iION OF THESE PL�NS, BUI DO N0T PURPOpT i0 BE 1ASOlU7ELT Cd7RECi. MENE MAV BE O1HER WPRO�FMfNTS, U11L�TIES, ETC. MHICH �pE tl1IHIN IHE VR0.[CT AREA �NO M111�H NAVE BEEN A45iALLED ANU COMS�RUCIED SINCE THC PflEPARATION OF TIIESE PLANS iHE GONTPACTO{I SHALL KRIfY, Pflldt i0 COIVS7NUCPdJ, iME IOCAT10N5, ELEVAPONS, ANO 014ENSIONS Of ALL E%ISTING u71UiIES, STRUCTURES ANO O7NER �EAlURES (NTICh1ER OR NOT SHDNN ON RIE PLPNS) AFfECPNG MIS MORK Vfl10R TO CpAMENCEMENT OF CONSiRUC110N �NV DENATIONS fRql iNESE PlANS MVST 9E APPROYED DY iHE ENGNECfl PR�IXf TO WPLEMENIA(ION 7 1ME MfOR1/AitON PROVI�E� IN THESE PIANS IS SIX.ELY IO A545i 7HE CON7RACip1 IN �SSE59NC THE NANRE AND EXiFNT Of iry[ E%ISPNG CONDiilONS NHICH N�Y BE ENLOUNTENEO WA1NG THE CWPSE Oi riqlK /�Ll CONiRACi0N5 ARE OIRECIED, PRIOIi TO BIOdNG, TO LONDUCT NNAIEKR 1NKSIIGATION NECESSARY TO OEiER1/INE THE ACN/�L CMOIilONS 7HAT 1NLl BE ENCOUNTERED ] THE C0/17RACTdt SHALt NOPiY TME ONNER'S PROJECi PEPRESENTATIVE INI/EDIATELY NNEN CONFLICTS BE7Vr£EN URAINNGS AND ACTVAL CONDI110N5 ARE OISCOVEfiED � CNISIIHG UIIUTIES i0 INqNpUAL WIOPER11E5 ARE N07 5110NN (]N fHE OHAKiNCS TME COHTRACTOR SMALL BE RESPONSiBLE FOR FIEL� LOCAPNG AND PROiECTING ALl SERNCES ANU iqt MAINTNIMNG T11EM AT ,4l i1ME5 CONTRACiOR SNALL CONfIAN LOCA71pN (YLRTIGL k HORIlONTAL) Of ML POTABLF WA7FR SFRNCE LINES k WASIEWATEN 4RMS 0!t OTNEft EXISTINC V7IUIIES NITIMN iHE PROJEC7 CORRIOOR PPoOR !0 E%CAYAIINC �ND/OR DIREC710NAl. pi1LLING 5. li SNqll BE 7HE CONiRACTOR'S flESPON51BIlITT TO LOCATE, PNOTECT, AND SUPPOR7 AlL E%ISTINC UTILI7IES ON THIS PFOdCi. CONTq�CTOR SHALL COORdNATE NIiN ALL �7NEF UiILIfT OWNERS i0F TME RESOLUPON OF CONFtICTS ANT COSTS INCURREO S/IALL BE 80RNE BY TNE GONiRACTOq �ND NO CLAINS MAY BE MAOE �GAINST 7HE PROJEC7 ONNER Fqt iMESE COIJiLiC7S.. 6 M1Y DAYACE C�USED BY ME CONTR�CTOR�S WORK SHAII BE REPLACED OR REPAIREO 50LELY �i iME CONiRACTOR'S EXPENSE 7 THE CONIA�CTOft SMALL BE PESPON519LE FOR COORDINATING YAiH nLL .&IRISOICiIONAL 8001E5 AND U1ILITY COMPANIES WITWN INE WORK LMITS iNE Cd/TRACTOR SHRLL PRONOC AT lE�ST �e MOURS NOPCC i0 THE VMIOUS UIIUTY COM7ANIE5 IN OROER i0 PERMtT ME LOCATION Of E%ISTINC UNDERGROUNO UTIU71E5 IN ADV�NCE Oi CIXJSIRUCM7N CONTACT UilUPES NOTIfIC�T10N LENiEfl AT 911. iHE CONiRACTOR SHML NOl BE CONPENSA�EO fdt ANY DELAYS DUE �0 hf15 iNLURE TO LOCRiE RLL E4571NG UTIUTiES PPoOfl i0 (AND AFtEAD Of) PLANNEO CONSIRUCIION MEAS � At1 UNOERCRIXM� UTILIPES MUST BE M PL�CE ANO T£SiED IX2 INSPECTED PRIOR 70 FINM1L BASE AMO PAIE4ENT CONSIRUCTION (AS APPUCABIE) 9 IT IS ME CONTRACTOR'S RESPONSIBILITY TO BECOUF fnMILIM N17H ME PERNIT AlA INSPECIIQV REp11NENENfS SPECIFiED BY �IIE YARIOUS fAVERNMENIAL ACENGIES M1D TIE ENtlNEER M10 TO SECURE ANT AOMiI(XiqL VEflYlTS 7HAT ARE REOlMREO TiF CONiRACTOR SN�Lt COMPLY N1TM ALL LOCI�L, S7ATE ANO FEbERiV. REGUTAiIONS 10 SOD ALt ARC/5 IEFT 9ARREN AND OR OIS7UNAED BY CONS1RUCilON IN RCCdiDANCC MTM 1NE TECMNICAI SPECIFlCARQYS 11 i1PE 0� SOD USEO 10 RESTOqE pYMER-MFIN7AINED AHEA IN RiGM! pF WAY $HRLL BF COORqNA1E0 YATlI iHC ONNEF 1] T1E CONTRAGIOF SHr1LL REPLACE �Lt PANNG, STABIUZEO E�RiH, CURBS. ORIVEWAYS, SIDCWAlKS. FTG 'MTH MATEMALS OF THE SAME TME OR BETiER TNAN 1HAT RCMOKD OUPiNG CONSik11CTON I]. E105LING PLANf MAiEFIAL M11FYN AfIECTED LMlDSCAPCO �PEAS F1Fll 8E CRREfVLIY REU0K0, POTTEO ANO PROPERLY STOREO AND MAINiNNEO fOR SUBSEOUENT PEPUNiING� UPOtI COMPLEPON OG WORI( IN iHE MEA. REMOY£D PLAN15 OR IHEIH REPIACCMENTS AS NECESSARY 91ML BE HEPI�NTED, fERPIRED /J!D W�TEREO 14 p REGSiEREO LANO SURVEYOR FLqiiDA 110EN5ED PSY) At IHE CONiRACtOR'S E%PENSC SFIALL RESli ML SF.CTION CqiNCRS OR PROPERtt CORNfRS DISLOCATEO OR DISTURBED BY THE CONSiRUCTION ACPNTIES I5. PIPE LENGIHS SHOWN ON THC PLANS ARE APPRO%IMAIE ACTVAL LENG7H5 ARE TO BE DETERMINEO BT ME CONTR�CTdi OURINC CONSTAUGTIqi 16 ALL C%ISIIHC AND NEW VALUES, VALK 80%C5, AND YANNOlES SNALL OE PNDICCTED ANO �DJUS7E0 TO FWISHED LRADE AS SHONN QV TNE PI,WS ML YAL�ES �ND V�IYE BO%ES SHALL REMAIN ACCESSiBtE Ai rLLL i�MES ALL VALVtiS IHAI YIGH1 BE COKRFD DURMC CtWSiRUCPON SN�[I. Pf MARI(EO 'MTr1 A MMKER (CREEN FOR YNER, BIVE FOR WAiEP ANO PUftPLf (OR REUSE) 7HAT IS A MIN. Of 4 FEET �BOK p2ADE. LONIRqCTpR Ttl COOROINAIC VRLVE CONiROL N1iH iHE INSPECTOR. ALL VALKS UNOER CONSTRUCTION ARE i0 RENWN ClD5E0 p1HINC CONSiNVCTON 17 iHE CONTRACTOR 91A�L BE RESVONSIBLE FOR REMOVAL AND OISPOSFL OF ANY UNSUITABLE NATERIAL FRWf HIS O('ER�TON NRNISHING ANO COMAACIING SUiTAPIE RfP�ACEMENT BAq(FILL NAiERiAI SHAIL BE IN �CCORDANCE N�TH nLL i"EOERAI, SIAIl, pND IOCAL REGUlA71p15 18 iME CON7RACIOq IS RESPONSBLE fIXi PROPER NOiIGICALION OF �NSPECIINC �U7HORIIIES BEFORE AND WRINC CONSTRUCTION PINELLAS COUNTY R/W CONSTRUCTIDN N6TES• I iHE C%ISiINC HOAUWAY PA�iMENi IS N0� i0 BE OPEN Wl OR pSiUR�D �LL UTIUTY LR055NG5 SHALL BE BY DIRECPONAL DRILL MR FDOT UTII1TtE5 ACCpANOD�PON 11ANUAL Z ALL PROPOSEO NORN MU51 Cp1PLY N1TH iNE f00i �RO�OWRY VlANS PREPAHAt10N YANVAI' (1 E. PPM). ] A11. R�GHT-OF-WAT INSiA1lATIONS N1LL BE IN A DR GCOR NCE NiTH PRRCiICFS PEFERENCEO IN iME Si�T[ Oi flIX11DA 1171UiiE5 ACCOMNODA�IONS M�NURL C ALL OESIGN AND CONS1NUCilON MU51 CONFpRM i0 iHE WNIMUM Si�NDARpS SEl DOMN IN PMElLAS CWNTY lANO OEKI.(N'4ENT, ZOMNC ANO/OR RELAtEO OROINANCES. AND 411NIMUM iE57MG fREOUENCY REOINREAlENTS. 5. 1GN AND B4RRICADES FtALt d! IN ACCIXtDANCE MiM iHE V 5 OEPPR14EN1 Of TRRNSPORT0.710N'S 'IAANUnL Of UNIfORM TRAFFIC CONTqM OENCES" ANO THE FLORIU4 OEPARiMENi Of iRRNSPORiqIION'S 'ROAOWAT AND iRAFfiC DES�CN Si�NDARDY LNOE%ES 600 7HRWCM 8]0 (LATESi E�I71aN5) 6 SA�E PEOESTRIAN TFAFFIC IS TO BE MAINiMNED AT ALL TIUES J PNT 9DEWALK M1/1C H BECOAIES UNDERYINEO MUSI Bf REUOVEU ANO REPUCEO LDEWALNS ARC 70 BF RFCONS1qUC1ED MtMIN THREE {]) DAYS AFTER RFYOVAL. MHEH E%ISlINC S�OEWALK IS R O I 1 EM VEU, T 5 TO BE REMOSED i0 iNE NEPRESi JaNT B NfSiRLt�ilONS INVOLNNC CONGREIE ANO ASPHAIi Dftl�ti�'AY, IN GOOD CONDIiiON, AlUST BE ACCOIIPl1511C0 BI JACK AND BORE OR Pl15HINC NO JETTWG 1MLL 9E ALLOV.fD 9 CWPACTION FOR PIK tl4CK�ILL SHAII CWCLY tXiH A�SIi�O �-94 (100F) 10 DISIURBED AREA N1iH'N T11[ PIGHI_p�-WAY 'Mt� �E COMPACTED TO 100% Of 4A%IMUM DEN9TY AND SO�OED II �0 NOl DISIURB E%ISPNC UNOERpRAiN OR Si0R41 SYSiENS If FlLIRqi10N tlEU IS DISTURBEO, CONTACT t�iC APEA INSPECTOR 1NiH TnE PINELLAS COUkTY HiG11WqY DEPARiMENT Ai a61-B900 FOq A545TANCE 1� RESIpt�liON OV CURtl, SIREEi, DRIVEWAYS ANU PLACEMENi OG SOD SNPLI BE C1MIP1 F1F11 PPIfR if1 fYfRVaiiM ciswTNl: iN nuniwfli sNfn av cqyr rrvu*4,lrrnp 13 NO STOCI(PIIINC OF 4AiER1AL IN RORDW�Y OR ON SOCWALK; All qFT AND OFARIS M1LL BE REMO'iEU FROM JOB SIIE OMIY. ROADS ANO SUEWNNS TO 8E SNEPI UA1lT AS CMT OF DAILY CLEAN-UP It ANY PORlldl Of iME ROnDWAY iHAT A15TAtN5 E%CESSIYF CONSiRUCilpl NElA7ED OOMACE, IN iNE OPYYON Oi ?�NELLAS CWNiY HIGtIWqY pEPARikENT, SMALI BE REPAIRED AT CONTFACTdi ENPENSE IN � MM'NER SPfGFIED 9Y MNElI.AS GOUNTT WCHW�Y DEPMTMEN7. IS PRiOP i0 COMMENCEMENI Of MORK ANO/Oft PPlpt 10 SiARi Of RESiOFAiqN, COOROINATE THRp1GH � WALN-RiRWLH' N17H FNELL�S COUNTY MiCHWAY pEPAR�NEN� REPRESENiATI�E TO ENSURE MUN�L AGREEI/ENI qEGPRDING SUCH MAT7EAS AS ENTCNT OF ROMWAY TO BE OVEkLAID nFTER PAT[HINQ iHE EXTCNT OF DPIKWAY REPUCEYENi - ESPEtlAII'/ CONCREIE, ETC �6 U7RIIY tNSi,LLlA7lON5 AND BOkE VIi E%CAV�71ON5 SHAII NOT OCCUN NfMiN 5�EEI OG THE EDCE 0( PAYEMEN� AIONC ANY PNELLAS COUNTY NAINTAINED ROAOWAY. t]. 90EWAlK LURB RANPS pSTURBED BY THIS CdISTRUC110N SHALL BE REPLACE� PEF FDOt WDEZ /JW IB. RIE PERWTifE'S ATTfN➢ON IS DIRECiEO i0 THF PRONSId/5 Of 1HE TRCNLH S�fEiY AG7 (FLORI�A STATUTES, SECTION 55J80 ET SEO) AND iHE OCCUPATIOHAL SA�ETY ANO HCALTM ADYWISTR�TION E%CAVAPON SAFETY STANOAIt05 (19 flR SECTION 1916.650, SUHPIJtI 8) VMICH SVIALL APPLY f0 CONSiRUCTlp1, �ERnPON AND M�INtENNJCE %JRSUANT LO PiIS PERYII. 19. TWE Of 500 UYD TO RES70PE OW1ER-YAINTNNEO AREA IN RICNT-�O�-WAY WAII BE COORqNATE� YAM OMNER 20 NO STREE� SMALL BE CLOSED M17HOU7 1HE M�1TFN PERUIS510N OF THE RNEIIAS COUNTY TRAffIC DINSION �T LEAST 40 Hd/R ApYANI:[ COORDINAiIIXJ IS FEOUHIFD 21 R1E NESTORATION Oi PA�EMENT OPEN q1T5 SNALL BE M �CCOflOANCE N1TN PC INDEX �1291 V7ILIZINC R{E ROWABLE FILL OPTION (SEE DE7nIL d1 PL�NS) 22 TME ROADWAY P��FNENT SH/�LL BE MILLEO ANU qESURFACED. LIMiiS i0 BE MINIMUN 25 FEET TO EACH SIOE OF TNE OKNRBED NiEA FOR A M.L LANE MOTH FOR EAd1 LANE IMPAC7ED. 23 LANE ClO5URE5 SHALL NOi OCCUR OURINC TnE PlAK HWR PER1005 Oi 1:00 p11 10 9:00 AM AN� 4:00 PM TO 7:00 PN iRANSAl15$ION MAIN SYSTEM NOiES: coNSrnucnori: I COAIBMAlION NR VRLVE LOCAl10N5 ME APPRO%INA7E CONTRACTOR TO �OCAIE AIR V�LVE qi HI(,M PpNT ALONG PIPELmE BASEO ON ACNAL CONSfRUCiED PNOfiIE. 2. ALL PVC PIPING $MM.I GONfORN TO AwWA StAN0AR0 C900 OR C909 AND NA4E A NANWUN D�NCNAON RAi10 Of IE qLL HDP[ %PIIM. p1A11 CqIFORM i0 �N1YA C805 ANO MAK AN WTSIOE OIAMETfR EWM i0 pP PIF'f fOR TME SM1E SZE r1N0 A WNIMUN DIMENSION RATIO OF If, UNlE55 OINCRMIA NOTED %PE SH�LL NAK A YINIMVM PRESSUHE RAPNG OF 150 P9 3 ALL iRANSNIS510N MA1N5 SM�LL BE RE5IFAINEO JJW7 (NJ) ANO WSTALtEO BY qRECLONAL ORILL MEMOD N11EPE POSSIBLE OR INlLfSS SHONN OTHERMISE ON iHE ORANINGS CONtt1ACTOR SHAII RESTRAIN PIPE aND flTTMIGi IN ACf.qiDNJCE NiM iNE PESTRAINi i/�BLE SMOMN OM TME OETAIL 91EEfS CQ47RACi0R TO RESTRAM C%ISTING PIPE NIVERE REWIREO IN ACCORO�N(Y N1M L11E RCSTlIAINT TABLE CONTRACTOR SN�LL USE RESTRAINEO .pINTS ONLT; NO CONCREiE TMRUST BIOGtS OR TtIRU51 COLLMS SHAtI BE PERMITTED 4 f.00RqNAiE tIE-INS TO ElO5TY1C GTY MAIHS MTH CITY PERSONNEL E%ISTING VALYES $XALL BE OPEXAiEU dY if1E pTY OF CLEMWAIER CON(qACI(lR SHALL BE flE�aq51BLE FOR ORAINING E%ISTING NMNS �5 NEEOEO 5. Nl PIPE SHALI BE PRESSUftE IESTED AND LEAN TES�EO IN �CCORDRNCE N11N AW�YA STANUARO C-600 N/p ME SPEGi1CAlld15 6. DURINL CONSiRUC Y I iION XNENE4ER PN PIP �IIN FT 1 E E 5 lE UNAI EN T u T DEO E PIXtI.R PLUGS 91A1L BE INS7r1LLE0 hT �LL OPENINGS. IEUPORARY VLUCS 91N.� BE WATER TI(Y1T. ANO OF SUCM DE9GN TO PREYENT ENTRY INTO 1HE PVE ] SEPMAl10N5: A H011IZpITAt SEPANFTIpI Of J �CET (EIX'{ TD EDCE) 91a.1 Bf MAINTNNED BEiNEEN R�W OR fRESH WAtER N�INS PNO RECLPIMEO WAiER IXt WATER MAINS M0.UO�NG $EH'/iQ/NEiER 80%ES � MMMMUN HOR120NIA1 SEPARATION OF 6 FEE7 (EDCE TO EOGE) SN�LL BE MAIVTNNE➢ BEtN£EN RRW WATER MNNS AND .1LL WASiEWATEP NAINS. fLOROA OEPARTYEN! Of ENNRONMENTAL PPOiEC�ION (FpEP) RFpUMEO PIPING SEpARATI0N5 SHAtt BE NAINTAWED PT RIL TIMES. A VERTIf.AL CLE,IRANCC OF IB RfCHES SHPLL Bf MNNiNNED BETN[EN iHE RAW pR FqESH IIAINS AND ALL WASTEWA7ER N/JNS, Ofi ftEClA14ED wATFR MAINS B ALL MAMS SHALL HAVE A NINWUM OG J6 INCHES 0� COVER k A NAJOMUM aF 6 FEET OF COYEA UHLESS SHONN OINFRNISE PRON�E A 4i 1 NMUN Of ] fEET Of COVER OVEP UTIl1PE5 AT ML 01701 CROSSMGS 9 AlL ROADWAY CROSSINCS ME i0 UL CONSiRUCiED 0Y OIRECIIONAL URILL NC�HOD UNLESS OiHERWISE INOICAIEO ON 7NE PLANS 10 SAW CUf E%ISi1NG EDGE-Of-PAVFYENT VRIOR 10 ASPHALI OR CONp1EiE REMOVAL, OR AS REW�RED BT iDOT di RNELLAS CAIINTY 1tHEN M17l11N TNOSE ROW IIMITS. It INStMlA7�piS WYOLNNG CONCREIE MJD /.SPHALT DRI�EWAY, IN GOOp CONpPON, uUST BE ACCOYPU4iC0 BY dRECiION I AL ORLL NEM00. NO TIIN Nl JC C LL PF �LLOriED 12. TNE CONiPACTOR $HALL lIELD VERI�Y Tif CONNECPON FpMS (INCLU�ING, BUT NOT LINITED TO, LOCATIp15 AND ELEVATIONS Of UTltlilE$) PRIOfV TO THE CdAMENCEAIENT OF CONSIqUC�ION ALL DISCREPANC�CS 41AL1 BE NEPdtTCU (0 1HE ENGNEER Cf HECOflD W4EDIATEIY. 1� dSTURBEU ARfAS 1NiHIN iM lil 1 W�Y E GH Of M1ll BE COMPACiEO 10 9&L Of IAA%IMUM DENSITY AND SODOED I�IL OPEN CUi qRFAS TO BE COMPACTED TO 95fi NOOIFlED PROCTtli p! OPEN nREAS COMPAC710N GOR PiPE BEDqNG SHAL\ COMPLY 'MiH PASH70 T-99 (100;). 1� RfE CONiRFCiOR'S ATTENTION IS 01REC7ED TO ME PRONUONS OF ME TRENCH SA�ETY ACT (FLORIDA STaTUTES, YCTION 55J.60 Ci SEO) AND ME OCCUPATIpVA� Wf.TY AND HEhLT7 MMINIS7RATION E%CAVAlION SAfETY STANDMDS (29 CFR SECPON 1916.6`A, SUPPART B) NTIICH SHALL RPPLT 10 ALL CONSTRVCTION. IS. 00 NOI qSiVRB E%1511NG VNDER DPAIN OR STORM SYStEMS If iil7FAi10N BEO IS DISNRBED GONTACT M A . E ARE INSPECTOR Iti COOf10iHAlE fHE CUIfiNG Of ORI�£WAYS N1IH OWNER PRIOF IO CUT All DRIYEWAYS N1ll 8E NI PPSSA9LF CONdiI(M AT THE ENp Of THF WORN DAY �] CONCRE2 uH14EWAY5 PERMIifEO IO BE CUT AR! IO BE RESiORE� NtiN 6' Of JOOU PS LQYCRCiE N1R1 6° % 6' IOGA. WWF. PIACE 1/7' E%PANSION JqNT BETNFEN P�CK Of CUPB RND NEW DIi14E �NY PORTION pF DRIVEWpY AT IXt NEAR CUi iNAi BfCOMFS 11N0ERWNEO 1NLL BC REMOVEO PRIOR TO LpICREIE BEINL PLACED E%ISTNG CR4CK5 IN ONIKWAYS ME 10 BE DOCUA1ENiED AS PRE-E%ISi1NC OP iHAT $ECiiON RLF'LACGO Rt PW(��AS GWN1Y OR THE t]IYS OP�iON ARE� BENEAIN PATCM IO �F 4fCHANICALIY tANPED PRIOR i0 PLACING GONCHE�E. 41NKIUTA REPAIR N10iM i0 dt S' N1iH NO SECTIONS lEii SMALtER iMEN 5' �8 ASPMALi DkIVkS PERMtiIlO 10 BE CUi ARE IO f3t HESTORED UIILILINC tnE SANE NATERiRI AS E%ISTING BASE N11H 41NiMUM 6� MICNNESS AS{'NA�i TO BE PC-3 (Xt �ITERNAIE APpR0YE0 BY PINELUS CWNIY WCHWAY OfVAR1YENi OR iME C�tY !'Rlpq F A P!!AI? li ?O PE C04PRCiD TO Af.NIF'iF OCNSiY RE(%11Ff1AENiS fOR PC-] RECEIPtS ANp OELIVFRY TICKETS SIIUJLD REiIEGT SUWLIER AND WS C.FNTIFiCAPfkI p5 i0 TYPF Of ASPIIALI $VPPIIE� 3 ' 100X DRAWINGS N ��,� __ .. __- v: I m�w� er: ___ - ° "`"` ` � � C� 1009. ORAWINGS u c '^ �----q3ctrc7�LCr,--- -p;g- 8:905 ORAWINGS .. _ -- -- - °Y� A:607. DRAWINGS u � �M��i16FP-6"6it[IN.T�[-/"IIM�._-- -b11� a _ . . 19 RESTORAl10N Of' WFB, SiRF[!, ORIKWAY$ ,Wp p�ACEYENT OF SOD SHALL BF CpAGlETEO PRIOR TO E%CAVAlION S7ARiING IN nfWiHER AREA BY SAME CONTRACTOR i0 RACE P�ANSION JdNTS 9ETMEEN BAC1(-0�--��g qryp CONCA[i[ ORIVEW�Y. 71 ANY DISTURBED MEAS IN iHE F00! R/W SHpLL BE flESiOflED TO EOU�I OR BEiiEF 7HAN 7ME PRE-EKiSTING CONOiTION ALt PEPUpS SHM,L BE DOME PER F00T STANOARp k SPEpFIC�71d15� 22 MHERE �01tCE Y�INS, WATER MAINS. OR R[USE MMNS r1Rf �NO N1iHW1 VSE Oi FlTIINLS, R1E M�%IYUM OEfLECif(M�1 S1A�t BE pp�f MAi REC04MENOEO BY THE MANUF�CNRER 47 li SM�LI BE THE RESPONSIBILITY OF ME CpJIqpCTOR TO PRODUCf. SU9YIT �ND OBTAIN MPROVAL OF FEPRODUqBtE 'AS-BUIL1' DRANINGS iRdA JUPISDICTION�L A4iNCILS �5 MAY BE REWIRED 44 ME "�S-BUILT' ORANINCS TO BE PREPARED BV ME CON1NACi0R AND SUBUI7TED A� THE i14E Of TME flEWEST FOR � LEiTER pi REIE�Y TO PLACE TME CONSIRUCItON INTO YRNCE YAIL CIEARLY DEPIC7 iNE VERPCAL REAR�NCES BEINEEN W�TER, SEWER (INCLUDiNC STORAI) AND PEUSE LINES AT A4 CROSSINGS ANO PARALLEL RUNS M1ERF MF HOR20N1At SEPqRATON IS LE55 T1,W 1� fEET. IN AODI710N, RIE CENiEH OF UNCUT LENGTMS OF PIPE (USLIALLY 20 FEE() AT PdNTS Of CROSSINGS YALI BC OOCUMENTED ON 7HE DRANINCS MIO A�� MIi1CA71(IN CONSiRUC710N NEASURES CLEMLY DEPICIED IN CASES WMERE A NiNIMUTA OF 10 WCHES Of VERTICAI GLEMANCE BETNfEN 7HE WATER AND SC'hER (NICLUpNG SIORM) UNES IS NOT POSSIBLE. MAINTENANCE OF 7RAFFIC: 1. qll PROPOSEO WORN MUST CWPLY N1TH FOOT INDE% NO 600 2 ALt PoGMT-OF-WAY INSIA�LATIpJS N1LL BE IN �CCORDANCE N17H PR�CTICES flEFE(7ENCE0 IN THE ST�TE OF ROflI�F IITIUTY ACLOYYOOATONS N�NUAL J. SAfE FEOESiRIAN TRNi1C IS TO BE MAINiNN[0 RT rY4 ➢MES. NO VEOESTRIAN PAIXWAT IS TO AE RENOVFO, BLOCKED OR DISRIRBED N17MWT HANNG A SUFfKIEN7 OE4GNATEO TEMPOR�RV PEDESTRIAN PATHW�Y 1N1F1 ALL APPROGRIATE PEOESTRMN 4�11N1ENANCE Of iRAfRC SIGNS (INDE% 660) IN VL�CE PRIOR 70 PAfNWAY BEING AFfECTEO. 4. SICNS AND BARPoCAOES SHPLI yE IN ACCORDANCE KiTH 1HE U 5.. UEPARIMENL pi TftANSPORTA710N'S "MANUnI Oft UNIFORM TRAfi7C GONTRQ UEVICES' RND THE FLORID� OEPARtUENT OF iRANSPpqTAPON'S `NOADWAY AND IRAFfIC DESICN STANOAP05 WDEXFS 8 1H 00 RWCH 670 LAIEST iION ( CDI ) 5 A7 LEAST ONE IANE Of 7RAFfIC NILL BE OPEN AT /Sl fI4C5 M71ENE1CR TRl3'fIC IS REWCED i0 ONE IANE, "(LACNEN ANO FlAC4EN AMEAO' 9GN5 YA.I BE UIILRF.O MPROPIiIATE BMRILFDES ANU "COHSTRUCTION AHEAD' 5GN5 SMAII BE UiRIZE� PEP FDOT NRNUAL TRAffIC CONTROL 7HROUGH WqiN ZOqE NO IMIE QOSUNES ARE ALLOMEO KiiNWT 4B HWRS NOTIFICA710N i0 TNE DEPARi4ENT k PRIOR �PPROVIiI BY iNE FWT INSPECTCR ALL MAINTENONCE Oi iRRlflC SHALL CpAPL'I M1TM FOpi DESIGN STANDAflO INOE% 600 - 6l0 k ME 4ANURL ON UNIFORM TRAfFIC CONIROL DENCES fi YAiNRNPNCE Of' iR/�lIC M17HW PINELLAS CWNiY MID f00T AICtIT-OF-WAYS N1LL USE f007 StANDMO MOE% NO 800, AS APPLICABLE 7 CONiRACTOR Mtll NAVF A CERIIFIEO NOT E4PLDVEC ON 9TE B ALl DANACEn CUT iRAfFlC SICNAL INDUCTICN LOOPS SMKL BE RESTMED � flEP1ACE0 A7 iME CONtRACiOR'S EIfPENSE CdI7RACTOR SHAIt COONWlATC N1TH GTY OR GOUNTY STAFf AS APPIIC�BLE �0 ANY E%IS7WG l00('S BEINC W1 10 MAKE S�fi1K ADJUSiMENTS �URING CONSIRUCnON �RVEY NOTES: 1 SUR`hY PRONDED 6Y: - CIIY Of CAEMWA7ER FOR ALL PARK SITES/CIiY ONNED PROPERitES - POLqR15 ASSOCIAiES, INC, (ALL ROW Lt41T5) TI85 SUNNttJME BLVD, SUITE 0, CLEMWATER, fl JS165 3 THE HORIZONTAL OANY �5 fLORIDA SiAiE PLANE COORdNATES. NAD B]-96. GLORID� 1YFST 20NF � THE KRPC,�L D0.TUN IS NAV.D 19BB . ._. ___ ... � � , . tl� aan�r . o�n � ._.. _. _� �� ; f CITY OP CI.EARNATER. FlARiOA �- y ' rt�E�iw�c�iAn.�n�moo�� I JRS IiJ.lO/V 4� F,NGINEERINC DEPARTMFNT JRS B/i/12 r� � `R lOD S NyrUa Ave � } � - - -- - -... ,y Clearweler. FI 33756 �4 • JRS 5/B/12 .� � �.� F` EVISION _.�_..� ar o•rz ''�v.,,�„' eormwv�nµoxv:A< TREE PROTEG710N SGOP,� M11ERE PROPOSFD SIiE IMPNOVENEN�S WVOL�E ANY CON57f1UCIlON ACTiN11ES ADJACENI TO ANT PROTECTEO 7REE5, vAR71CULAPl1' BENEnTH TiE piIPLINE/CAN�Y Oi AN E%ISTINC TREE, ME CplTRACTOfl WLL BE REWIREO TO INSTALI 1HE CIiYS /J'PRO�E� 7REE BARNICADES RIE REq11fiED p1y 7qEC BARRIC�DES MUST 8E INSTALlEO, INSPECTEO MIO APPNOYFO BY THE C17Y5 ENqNEEA1NG REPRE$Ery7�T�y[, PRIOR i0 40BILI2A710N di iHE 57ART Of CQVSTRUCPON AC71NllE5 qDJACCNT TO ANY PROTECTED iltEE CONSTNVCPON �C1INIIES INttUOE, 8UT ARE N0T IINITEO t0 ME STAqNC, SiOR�CE pR PARKING 0: 1EHICLES, EWIPMENT, MAiEqtALS AND OEBRIS IN AODITIp1, AN INTERNAtiW�� 50pEtt OF M80RiCtKNRE QSA) r,(q7�f�ED ARBOHIST SNALL PERFdtM, OR DINECTIY SIIPERNSE �NY AN� ALL REIXIIRED TREE TRIM4IRG/PRUNWG ACTIYIPES REOUIREO tlY iNE CONSiRUCT10N. THF CIIYS ENGNEERING REPPESiNTAII�£ �OR IREE PR�7[CPpJ ISSllES IS TIM NUR72, SENIOR UNDSCME AflCHITECT, IN ME dTY OF CLEAHWAiER'S ENGMEEHWG DEPaRTMENT A� ()I7) 562-�7y7. IREE PROTEC110N NOTE : I ME CONTR�CTOR M1Ll OC RESPdi518LE FOR ADIIERINC TO Alt iREE PROTECTION YE�SURES REWIREO BY THE GTY OF CAEARWATER'S CODES, didNANCES AND SIANOMD SPEpiICATI0N5 IHIS N1LL INCU/DE ALL TREE BARRiCAOES, ROOT PRUNING AND TREE TPIMNINC/PRUNING ACi1N➢ES THESE NEOINRENENTS N1LL APPLY NITHIN ME SPECI�IED IIMIiS Of WORI(, qryp 'MLL AL50 BE APP�ICABIE IN AlL ME�S NHEPF iHf CpITRAC70R AND/OR f1I5 SUBCONTRACTORS STACi:, STORE aR PMM �ENICAES, EUUIPNENI, NATERIALS ANp pEBRIi T AU. IflEC PplXIIC AAD/OR A001 ppyµryQ q� E104IMJQ IR[ES 10 YC PN[SERKD W1lL ONLY BE PfAFpR4fD BY OR UNOFR TIE OIR[CT S1M'[IfqSIWI� pF MI INTERNAiION�I SOdEfY OF ARBOMCUL7URE (ISA) CERTK7E0 MBORIST fUR1MCAMOPE, ALL iREE XtlkK SMAII CMf'OPM TO THE AMEfNCAN NA71WAl SiM10ARD5 INSPNTE (/JlSI) 2Q01, M[itlGAN NatNwY �j�i(g�(��_/ap {��[� 6Y/ietlbtS - iR[F. alRi. A� OG n IiDmY �I •�:1 'a _ SIWOYb Pd/1iiilfE! IPItlNNfi] NY9 �-Sm ] NHERE CALLEO FOR ON 7HE PLANS, INSTALL TREE BMRICA�ES, EROSION Cp17Rpl/511T GENqNG OR OiHER APVRO�ED PROTEC7IVE BARRIERS NidIND KL TREES TO BE PFESER�ED, PER aTY SiANDMO DETML NHERE MPIICABLE, PR07EC71YE BARRIERS Wlll 8E PIACED M F00T PRUNE 7RENCNES. { PRlpi TO AN'! CIFI.D WANGES TANINC PtACE, IT N1LL BE THE CONTRACTOR'S RESPd19BIL17Y i0 RENEW ME PoTENTIA� IMP�CTS TO E%ISTING TREES NITN HIS CERPflEO M8d115i, AND INCLUDE ANY AND ALL RECONMENDED TREE PROTECiION 4EASUAES IN HIS PIi0P�5AL TU YCqFY (HE MPROYEO OESICN. TNE CITYS ENCMIEER�NC FEPRESEN7ATIVE 4U5T MPROVE, W NAITINC, AN� CHRNCES tU fHE APPflOKO DESICN PRIOR TO IMPIEMEN7ATI0N OF S�ID CH�NCf 5, TME CONTRACiOR MLL A WiP ANY OVEN E%CAVATIONS FILL OTMER CM TR TI OR 5 UC ON �C7INTIES XHENEYER POSSIBLF MiIHIN ME �CRITICAL R00T 20NE' Oi M!T E%ISPNG TREE (IE. UNDER THE ORIP�IN(/GANpPy) 6 �MI[RE CONSTRUC710N pCTNTES ME ANPCIPATED TO U5T �OR AN EX7ENOED PERIOD OF TIME NEM EASTINC TREES, THE CONTRAC�OR SHP1l MSTA�I ANO MNNTNN pTY �PPROVED TREE 9�RHICAOES AS SHONN IN THE ST�NOnRD OE�AILS �ND APPROYFO BT THE CIIYS ENdNEERINC flEPREYNTATI�£ 7�. WOODCHIPS, 4ULd1 OR ANOTlIER CUSHIONING SURFACE YATEflIAL APPROVEO BY iHC CITYS ENpNEERINC R[Mt[$[NTA7IVE SNALL BE 7LFCED TO A NINIMUN OEPRI 0� f0 OKF AR[AS YMERE R00T5 ARE PPESEN7 ANO CONSTRUCTION TR�fFlC OCGUPS B ML TPEE GROTECTIp1 MEASURES SH�LL REM�NJ IN PLACE Fi �LL TINES OURINC CONSTRUCfION UNTiL iHE piY'S ENGINEERING REPRESENTAPK AUMORIiS RENOVAL 9 IHE Cd/TkACTOF NiLL COOROINAIE N1M iHE CITYS ENGNEERING REPREYNT�IiVE, PM KUR12 O(]11) 561-1737, TO OBLAIN MPNOVnL IN ADVANCE OF ANY PNO ALL WOFN N11HIN iHE CRITICAL R001 ON' - NY XI I Z f Of A E STNG IREE 1REE LOCATION: � Alt iNEE PRUNINC ANO/OR ROOT PRUNINC Of! EXISIINC TRCES TO RCMAIN SHAIL ONIY BE PERfOR1AE0 BY OR UNDEfl TNE dRECT SUPERYi510N OF AN INTERNAnONK SOpETY OF ARBORICIATIIRE (ISA) CERTIiIED ARBOR15T. iURiHERMOPE, Pll TREE WORN SNALL C G T TH ON qiA1 0 E MIERICAN IY�TIp1AL STAN��POS IN 111 S UTE AN51 � ) I001, AMERIC/JJ NA71dlAL STANDARO FOR TREE C0.RE OPERAlI0N5 - TAEE, SNflUH nN0 OMER MDOOT MANT MAiNTiNANCE - STMqARO PflRC710E5 (PRUNING) ANS R]00. 2 NTIERE REOUIRED, INSTRLL TREE OMRICAOES, EROLON CONiROL/SiLT fEHCINC dt OTHER �PPROVEO PROiECTIYE B�RRIERS MWHD plL TltlES IO dE PRESERVEO, PER CIiY SiANDARD DETAiI HHERE APPUCABLE PROTEGTI�E BARRiERS SH�LL BE PLACED IN ROOT PflUNE TRENOfES J CONSiRUCPON MATERIALS, 4EMIGLES, EWIPNENi, SdLS, DEBRIS AND SIIPPUES SHAIL NOi BE STdiED M1iNIN TNE DRIP UNE/PROIECTI�E BnRR1ER MEA UNDER ANY iREE TO REMNN ♦. VEHICLES UNDER e1NY MEE LIALL NOT 9E PMKED WITHIN THE DRIp 11NE/PNOTEC7IYE BMPoEfl AfiEA OF THE TREE 1NCLUOING SIAGNG AREAS 5- WOODCHIPS, MULCH OR ANOTMfA CUSHIQWNC SURFACE M�iEHI�L APPROVED BY iNE CITYS flEPRE5LN7AlIVE SHAtt BE PLACED TO A AIINIMUM DEPiH d- 10 INCHES OVCR MEAS MHERE ROOTS AFE PRESENT AND CONSTflUCTION 7RAFfIC �CCURS 8. nLl TREE PROIEGRON MEn5URE5 SHALL REMAIN IN PLnCE AT ALL 71MES OURING CQVSTRVCPON UNlIL THE CITY'S REPRESENiAiI�£ AUTHOR12E5 REMOVA� ROOT PRUNtNG SCOPE: MHERf PflOPOSEO CONSTRUC710N IMPRO�EMENTS INVOIOF E%CAVAiION AND/OR IAIPACTS TO 7NE CR111CA1 ROpi ZQVE Of PROIECiEO iREES, THE CIXi1RACTqi SHALL BE REWIREO TO HAK AN 1NiFRN.1PON�L SOpETY OF pR80PoNLNRC (ISP) CENP�IEO MBORIST PERFORN, ON OIRECILT SUPERNSE PpOT PpVHtNC i0 REOUCE IHE IMPACTS OF CONSTRUCTIQN TIIC CRIPCAL ROOT 20NF. IS EWIVALENT TO T1{E iREE�5 qi1PLINE PRIIXt TO PNT CLE�PoNG, GRUBBING OR E%GVATION ACTN71E5, ME AFfECTED ROOTS MUST BE SEVERED BY QEAN PRUNING CUiS AT iHE VO!NT NHEitE GkUB81NG pi E%ChVAT10N IMPACiS iNE R001 $TS7EM. ROOTS CAN BE PRUNE� II71lRING SPECIFlED A00T PAUNiNC EWI�YENi p[yCMEO /OR iMAI PURPOSE Oit eY HMq qGGING A iRENtli AN� PflUNING R0075 MITH A(+RUNiNC S�W, CH�IN S�W OR DiHER EOUIPMENT OESIGNFO fOfi iREE PRUNING FOOi PRUNIN BY TPENCXING E IPNENi IXt E%C�VAIiON EWIPMEN7 IS STRICRY PROHIBITED. ROOTS LOCATED IN TME (Xt171CAL ROOT ZONE R/Ai MLL eE IMP�C�E� BY LONSIRUC710N ACTINi1E5 SHRLL BE PRUNED TO � MINIWM DEPM 0( IB INCNES BELOW E1fiSTiNG CRAOE OR TO THE DEPiM OF h1E VROVpS[D IYPACT IF lESS T1AN iB INCHES FfldA EXISTING GRADE ON RLL ENqNEERING OEPAR�l1ENT PNOJECTS, iME CITYS REPRESENTATIOL fOR ROOT PRUNINC ISSUES IS TIM NUqT2, SENipi LRNOSCAPE RRCMIiECT. NHO CAN BE REA6fE0 A1 (I2]) 562-�]!]. ROOT PRUNING NOTES• i ftODT PRVNING CaN ONLY 6E PENfIXtNEO BT OR UNDER TNE DIRECT SUPfA41SON Oi AN INTERNATiONA� SOGEiY Of AR80RICUl7URE (ISA) CER11fIE0 PRBORISi. ] N!Y PROP R TR N S SHALL I[IFNP�IEU I.E 5T N OSCD 007 PRUMNC FNC E BE � EO OR PaNTED) ON SI7E, INSPECtEO AND APPROYf� BY THE CI1Y5 ENC�NEERING REPRFSEMiAilli PRIDR 10 ACiVAL RO01 PRUNINC 7 ROOT P NM Nt A 0� OTMER CONS7RUC/10N RU G LL BF PRFFOflNEO AS i�R IH DVANCE ACTNiIFS AS IS fEA518LE, BV7 AT � MINWUN 1NLL Bf PERFORMEO PRIOR TO ANY IMPACTS TO iME SdL. ASSOCIATE� TREE PROiECT10N AIEASURES SNOULD 8E INPLEMENTED UPON CONPLETION d SRIO ROOI PRUMNG 1 IF iMERE IS P LIKELIHOOD 0� E%GE541�E VAND N1�/OR R�M E%CEPLIONAL CME NllL OC iANCN ON �NY RDOT PRUNING AC71NTiE5 5 ROOT PRVNING 'MLl BE 11M17E0 t0 A NINIMUM Oi' TIKl4E INCNES PEfl ONE INCH Oi TNE iRUNK OIAME7ER FROM 7HE iREE BASE RNY EMCEPTION MUSi BE APPHO�ED BY IHE G11Y5 ENCINEERINC ItlVNLSENiAIIVE PNI�R i0 SAIp ROOT PRVNiNC 6 ROOTS N1lL 8E CUi CLEANLI', AS F�R fR(MI 7ME TRUNK OF 1HE TflEE AS PDS59LE ROOi PRUNINC N1LL BE DONE i0 A MININUM �EPtX OG iB FFOM EMISTING pi�OE, OR i0 7NE DEP7H OG iHE D�STURHANCF F'.rGe :��p�; �.e 7 R00T PN�ININC Nlll BE KRFORMED USINC A OOSCOLIL ROOT CUT7INC 4ACHINE IXi EW��ALENT. ALTEPNATE EWIPNENT dt RCHNIWES NUST BF APPFO�FD BY TIIE CITYS ENWM(ERIHC REPRESF.NTATIVE, PR10R TO ANY WJltl( ApJACENT TO TflEES i0 BE PRESER�D. 9 ROOT �1NING N�LL BE COMVLEIED, INSPECTEO ANU ACCEPIEO PPoOR TO TNE COM4ENCEIIENT p( ANY f%CAVATIOH pt OTHER WPACiS i0 iNE CflIPCAI R007 tONES � iREES TO BE PROTECiEO 9. E%Gp�APONS IN AN APEA NHFAE R007 ARE PRESENT M1LL Xpf CAVSE THE TEARING pp q�P%NG p� TREE ROOIS. POOIS MUSI FIRST BE CLENlLY $EYfREO PMOp TO �ONIIMNNG MTN THE ENCAV�TION, OR iUNt1ELED MIX1ND 10 PqEYENT D�U1ApE 10 711E NOOi 10 iREE ROOTS 1N1� HpT g[ FMPOSEO TO DRYINC W�. ROOT ENOS MUSi BE COVEREO MM NATIYE Shc IXi BVRLAP ANO KEPT M0157 UNTIL fINAL BACNitI� OR flN.�l GRAOES H4K BEEN ESlABl15HED 11 M11EN OEE4ED APPROP1bAlE (E.C., OIIRING PERIOOS OG UROUCJii) fH[ piY REPNCSCNTAPVE MAY REpMtE A RYPORMY IRflIGATON SYS7EM BE UTIl12E0 IN THE REMPIMNG CHITICAL R00T 20NE5 Of RODT PRUNED 1REE5 NOTE: ME n60YE IN�OqMAIION IS IMTENDED fOq I15E ON PpOa[CTS NHERE CONSiRUCTION IMPACIS TO E1pSiNlC TREES ME LY(ELT OR E�EN UNAVOI�ABIE NHIIE iW5 WfOHNAPON COVERS A VARIE7Y OF $ITUqPONS,IT L�NNOT RODRES$ EYERY ONE IN iNE EVENT IMEPE AkE OUESTIONS OR CONCEpNS REGIRpNG TREE PROTECTION ON p pqp.(CT. PLEASE COHIACT ME CIiYS PROJECT INSPECTqt IF iHEY ME I1N�VNLA!llE. PLEASE CONTAC� P4 KURTZ, SENIOR tANOSCME MCHIiECT W THE PUBLIC WORNS AOMINISTRAl10N FT ]p]-56p-47J7. FROSION AND SEDIMENT GONiROL• 1 CONTAACiOp {S 70 PROVIUE EROSION CON7ROL/SEDIMENTATION BARRIER (SILiAPp/ CURTAIN) TO VR[YENT 51TA710N Of AOJACCNT PROPER7Y SRiEEiS, SiOpM SENERS, AND WAiERWA`(5. IN ADq110H, CdliliALTOR SH�LL PUCE SUItABLE MATERIN ON GRWND IN /J2EA5 MHERE CONSTRUCTION 0.EUTE� iRAFiIC IS i0 ENIER AND E%IT THE SfTE. If. M 7HE OPINION OF iNE FNGINEER ANO/OR LOCAL AUTNDRITIES, F%CESSIVE WAN7171E5 0! CAR1H ARE lRANSPOR7E0 Off-SIIE EITHER BY NATURAL ORNNACE OR YEMICULA(i TRAifiC. THE CONR2ACTOR IS 70 REMOVE ANO CLENI TNE SYSIEM TO iHE SAfI5FAC710N p{ iME ENGIEER AND/OR AU7NORI11E5. 1NE CONTR�CTOR IS REWIRED TO OBTNN NPO55, SNPPP PERUITS ANO MrVNTAIN BMPS. 2 THE CONIRACTOR SMPLL PRON�E RWTNE MAIN7ENANCE OF PERYHIENT AND 7EMPOftANY EPOSION CONTROL fEAlURES UN11L 7HE PROJECT IS CONPLEiE, IH iRA i J. E CON C OR SHALL BE RESP f t I N ONSIBLE 9R HE MNN Ef/�NCC OF ALL REiE 710N AND DE7CNPON FAfJLITIES ANO ALL lANDSCnPC WKEqS, iHROUCH MC OUR0.710N OG 1HE PROJECT, AND UNTIL 7HE M�RK IS ACCFPTED OY T1E OwNER qLl OISRUPiEO MEAS SXALL 9E RETIMNEO TO M[IR OflIpNAt CON011iql DEWATERIiJG: I. Cd/1RAC(OR SMALL BE RESPONLBLE fOR DEWhTENIHC, TES7ING AND OBTNNWG ANY PEftM1i5 �SSOCIATEO N1M DEWATEPoNG AC11NiIE5 AS WTLINEO k! P1E CON7RACi �OCUNEN�S, INCLUOINC FEES FQR 5�q1. 4 UUPING CIXISIRUC710N, NO �IRECT OISCMMGE OF Wp7fF TO D�NNS7REAM RECEINNG WAIEPS N1LL BE /�tLONEO TiE CONIRACTIXi IS RESPONSIBLF �IXt NAINTAININC WATER W�UTY, AN� SHALL RdITE DISCMMCE WATER IN SUd1 � N�NNER TO ADEWATELY REMO�E SILT PPodt TO RuNOii FROM ATE � IF OEWAIEftINC NiLL BE NECESSARY f�R E%CAVATION OR U71lITY INSI�LLAiION, IHE CONiRACiqt $HqLL OBTRIN A SIAIF: Of iL0(tiOA DEPMlMENI p ENVINON41ENiAL PROIECiION GENERIC PEfll,pi fOR ME OISGHMGE 01 PRODUCED GRWNDWAIER FROM /J!V UN i T CpJ ANWAIED 9 E aCANTY FOEP DOCUMFN7 61-621 1 2 COPES 0! i �c )) 7ME PERNII AND REOUIfiEO IEST RESULTS SfA1L BE SUBNIiIED TO iHE pTY Oi CIEARWATER ENGINEERING DEPMiMENI IF THE CONTRACTOR IS CONS�OERINC 1HE G7Y STORMWAIER 51STEN A5 A POINT Of qSCHAflGE, PRIOR APPROVAL IS REWMEO. 5 fIXt MIXtE DEINlS ON CITY DEW�7ERMG REWINEMF1/iS, REFER IO PARAGNAPf1 12 Of 9'ClION 1Y - IEpWICAL SPEqFlCAT10N5 FRW TVE CONTA�CT DOCIIYCNiS WATER TREATMENT PLANT N0. 2- CONTRACT #2: _s RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT � 2012 � � 1020 GENERAL NOTES \``��\R V 1l //��/ ��`*2��P c e a ��NO �//i �� 1,�,"V F v/i� � Q ♦ ,,� � �b ' 3 `�G � � � ' s , * '� • � � � t ,� /� � � 1 � � _f�� 1 I � �" � � �1�KT`E OF � � � / ; � ` � ��, � �/� �(+s �� Q i210 P'-' G��\ ` �f/i ��QIUA1•~��.\�\ an[w�[[A-�au[io-MU[ii. [ /lnti-.....-- -D�IE C9 n U � f N � U n 4 r E N n` 1 K 3 <> � w+rtnnn � nwre.� N - .nRKa n 0- ° f.xl�71C1� f1 I 0 T R E E L E G E N 0 N v, • I . , t , j • � � I SECiION �S TAKEN� SYMBOLS. STRUCTURES & FEATURES PROPOSED wc aze pxacs) «W otsaarwnoM �PII'F W�FNLL �PP[ lRIN6 714E 1' RON OMi[C110N kY Of O YH YMD HYDf+AN�� F.H CRO55. TEE - PLUG -7 40^ �� I� G1P � p[dlCER WLV[ ON-�( �J ��777 Ci-Q 1' HB � i' HB Q � � . — TEL (S�—� � 8M 19-11 � _ R p �� + 11011� 6' C1WN L1NK X—•M-- � 4{' ASPlNL7 PAVEMENT __,.,.��...,,.7__ � a1/1111111M11111� b1 �IINNFH� SQ S�✓ � � � � 1 � �:4. ��51-- x 91.5 ��Y ��► J�► �!Y -�-� �Ri �II-� -R---► �c�° 100% DRAWINGS -_ .__.. �oneex en ... _.. .. .. . . . � C: 1 D09. DRAWINf,S -�.,--R -- a„�� 8:909, DRAWINGS , _.. ........ . _ ___- _— __'___.. _ A:60% DRAWINGS _.�_.. _.. _... _ __ pCVlcrn � �� _�'� � 0 — -_ -___._ .. n�w. . -- HfWM-'--'_____... _.._. W H W VI 1'l . r. �, t: __........__ __._. FIA_-_— FM_ __._ _.__ (0 onr onc ou� lt .- .. 0� .... . -- `�n —sr, sn — ..--- rnN — - fa�V -.-- (.� �"_- " } __.-X � � _ DESCRIPTION f411YL iIPE O{MfIfI1tI0N SINGIE-LINE PIPE 0(N1Bl.E-IINE PIPE 1NNH0{.E, WAiER TIGMT FlRE H(DA?Ni /�55EMBLY (INClU0E5 VAWE) SiNGLE-LINE PIPINC, VALVES, N!U FlRINCS NR RELfASE VAIVE HOSE B�9B / CONNECTIq1, SRE VALVE YAVLT WATER NETER r�tc�mc wv�aic/v�u.r IELEPHONE GBLE, uANHOIE/VAULT k BOx BENCHNARK TESI BORINC LIMITED �CCESS NIGHT Oi WAY (U R/w) RICMi pF WAY (R/W) PROPEA7Y UNE (R) PROPERIY CONNFRS :INON FPE IRON P00 CdiCRETE MONUMENT FENCE, 92E k 7YPE BUILqNG/STRUCiUPE PAYEMEM. 9ZE k ttPE GTCH B0.51N CULVERT OR BPoOGE CNOSS�NG A ROhD RORROAD TRACKS (N/R) SICNS POLE, POwER POLE k COMBINATION POLE SLOPE CONTWRS SPOf ELEVAipNS SPoflN WAIER fLOW Slltf/JA (SM4L)/dTCN, SWKE SNORE IJNE STORM ORNN4GE PIPE STOR4 DPNN4GE A1.WNOlE/INLET MW WATEA RECWNEO WA1tR FOTABLE W�TER G15 AWN GORCE AWN SANIiMY SEWEN GRAVITY PiPF FIBER OPIIC OVER HEAU ELECTHIC BURRIEO TELEPMONE $70IiM DRMNACE PIPE GBIE N CWllN LINN FENCE TREE BMICA�E STANDARD VISIBILTY BIACK P0.0POSED FFAiURES GHAY E%iSiINC f[AlURES _.__ _.. .._ � •R .. _,_, „__. Y �� CITY OF CLEARWATEft F[DRIDA � dR5 �i/!D/17 � `) « ENCINF.RRINC DEPARTMF.NT � JRS 8/I/17 �� 100 5 Nyr4c Avc � JRS S�B/11 '�.f# � Clcurwoler, FI 33756 _ q 4 er o�h �BBREVIATIONS S�lEBAL SYMBOLS PIPE f J01NTS SYMBOI,$ AdIUST�BIF. A0.1. pACN WON PIPE BIP ANCLE ( BUCM STEEL FPF BSP �ppq0%IMAiE �ppppX BUl1 WELO BW BENCN AWlK BM CAST IRON G BEIWEEN g7�yN CIST IRON PIPE CV BOITOM � SLAB BAS. CAST IRON SOIt PIPE CISP BUIIdNG BIOC�. CONCNETE PRfSSURE FIGE �PP CAVACITY GP. COPPEP FPE COP CENTER LM1F Q ('pppUCATEO METAL PIPE CMP CENiER 70 CENTER C C. DUC�IIE IRON d CtEnNM�T C0. ExPANSqN El(P LONCRC�E CONC FUNCE flG CONDITqN :�_MD i:�iVFM]f0 SiEC'._ cio[ GS �p1(�WWIION LON!- HIGM-OfN51tt POIYEfHYLENE HDPE CpNNECPON CONN. JOIM Ji CUBIC GOOi CU. Ff MECI4NIG1 JdNT µl CUB� INCH CU IN METAL REINfORCED PIASTIC %PE IAkPP CUBIC YNM CU. YD POLYEfHYIENE PIPE PE OEGREE OEG. PO�WINYLCHLORIDE PVC OIAMEIER pN. GOLYNNYLCNLORIUE (DW&E CONTNNCO) FJC-D DUGON�L OUG. PUSH-ON JORR PJ pMENS�ON pN. REINFOflCE� CONCRETE F'IPE pCl' DISCHARC[ pSC. SCHEOUIE SCH DRAWINC pWp. SiNNIFSS STEEL S Sfl E/�CH EA. STEEL PIPE SR FACH WAY E.W. 71F0 JqNT TJ EACM fACE E.F. VITRIFlED CUY PIPE VCP EIEVAf10N EL, ELEV_ RESTRAINEO JdNT RJ EOUP4ENT EWIP. WALL SLEfl'E WS Ex61XY0 E%IST. W�LL PIPE (WIiM wATfP STOG) WP fIMSM FlN fIWSH FLOOR f.F. ��Ex'a�f i�E". VA�VES. FITfINGS. EfC. (LOOR OPNN F.D. GALLON C/iL hCTIMiFA BUREARY VAtYE ABN �� aR GUSHION CHECK YALVE lGCV CWiDE GR NR RELEASE V�LYE ARJ HICM H. iyR/VICUUY REIFASE VAIVE AVRV XIGM PdNT H.P7 pu� CHECN VKVE fl�CV HICM WATEk LEVEL H W L gJ�LL VNVE 9V HORIZONT/�L HOH12. BlWO RANGE fiF HIXtSEPOWER M?. BVfTERFLY VALYE BN INSIDE OWAEIER IA. BURIEO CFIft OVERATOP 6G0 IMERAIEOIAiE INT, CXECK VAIVE, SWINC/CLOBE GV lINF1R f00T L F. EIBOW ttL LONG lG., l £IECTRIC MLVE ACTWTOR EVA lqY WATER LEVEL L.W.L EIEVATEO GEAR OPERATOR EGO LOW POINi L Pi [Y,PANSION JqNi EJ A4WMOLE NH fIRE HYOR/�N7 FH A4WUFACiIIFER 4FH fIf11NC iTG MATERIAL MR FUNGE RC ��u �- FIANGEO MMiOR fA Mft/4NIGL MECH /�E%IBLE COVPLINC F[ MM4UY MIN �7E VN.VE GV GOUNiED MiD ��pgE �kyE GL NWINN. NW� W�RNESSED FlINGED COURING ADAPiER NFCA N07 W CONTRACT NJ.0 HyppAUIIC VALK ACiWTOR MV� NOi 70 SCNE N.TS. NNIFE GTE VN.VE KGV NUMBER No., Y YECHANIGL JpNT W ON CENTERS �C pqIFICE PUIE O.P. OPEMiOR OPfR PLUG V/�LVE p✓ �� P� REOUCER qED OPPOSRE OPP. RUBBER f1APPER CNFCK VI�LVE RFC ��' �P�" SILENT CHECK V'LVE SCY OR EWIl 0/E Sp�EN01D V/�LVE SV WTSIOE DNMEfEN �•0. y/�,y�UY FELE/SE VALVE YTN PUTE PL. V�� % � vouMiro ie EOUIPtuIENT DESICaNATIONS PRESSURE PflES, NR RECEIY[R MC PROPOSEO AROP. NR SEVRRATOR ASG RA01U5 (UD., R. ANYpJIATOR M1M pEOUIRFD REO'0 AUTOMATIC SiRAMER AS RIGHT OF WAY R/W, ROW BAp(WASH $UPPIY PU4:' BSP R0011 RM. BlpFlllEfl BF REWI.U71ON5 PER NINUTE R.P.M. �.ENDER BL SECTqN SEC. &.OWER BW SNEE7 �, y��, BRIO(:E CRANE BR �W�K �,H BW( $TOflAGE TMlK BST $WIIAR yy, pt�NE SOLUIIIXI VUMP CSY CMIOPoNE iEED PUMP �iP SPECIf1G110N5 SPECS. ��p�NA�pi p1l SOUME 50 ��p5(p �pp�WC WA7E{t PUMP CCMP SOUARE FOOT 50 FT. COMPRESSdt pAP SIXIPRE INCM SO IN DECAS SEPERATdt OGS SIX1ME YARO 50. 1D. DESSICNlT DRYER �0 STNIDARD SiD. ORKi TUBE YIBA DTN STAfJOMD D�.YENSION RATIO SDR ORY T/J1K OT STAiION SLA FAN fN SYMMETRIGL SY11M. E%PANSION TANK E%PT TEIAPoRMY 7EMP. FIL7FF f iNIGN TNK. �LAYE MRESTOR FA LIY2EIDE0 i�q FLUORIN�TOR fl �p' OF CO:�CREiE T,p �, GAS HOLDCR CN i0P OF SUB T.OS �NEflATqt GEN GRMlVLAR ACPV�7E0 CMBON Y£SSEL CAC �� T�'P� MEAT E%CM�NCEF HX UNLESS HOiED OiHERWISE UNO, NICH SCRNCE 1'UNP HSP ULTRAVIOI£T W HpSi N VERTICAL VERi. ION E%p1�NGE YESSEL IE VEM Vf W%ER M% YENS 41Rp�1U1 ROOr V.T R. NOIOR IA WASTE ACTI4piED S�UpGF W.A.S. ��N LOOP COOLINC WATER PUMP OLCMf' WATER LEYEI W.L. OZd1E iLASH pEACTCR OFR wEATHERPA00F WPF. OZONE CENERA70R OZC w�� y PNEUMATIC EJEGTpi PE w��H µ.� PONER SUPP�Y UNI1 PSU auuv v $IpE STRE�M PUYP SSP 9lENCCR 5 SfOR�GE i�flK SN 7ANK T iRANSiER %1NP TP iNOLIEY TR VAWUN C01/PPESSOR VC V�PORI2ER V WASHER W PRO f$� NQMENCLATURE 1J01� i dtS wfaflSA NR, INSiXU11ENT SUPPLV N AlR NPE NR NR PIPE - ATMOSMERIC AVi NR PIPE - NI6X PflESSURE PROCE55 AHP NR PIPE - MLN(E PROCE55 NP AIR PIPE - LOW PRESSURE PROCE55 ALV ,wuoriw cns nc NI40NIq SOLl/iqN IS 9ASIN DiWN BOR BYPA55 B'/P ClO5E0 100P COOl1NC WAiER. PEIUPN CCwR CLOSEO LOOP GWIWC WA(EH, SUPPtY CCWS CHEMIGL DRNN COR CHLORINE GS CC CHLORME SOLUIION CS COID WAtEP CDW COMPRESSE� PM CVA DEIONREO WATEft DIW pWT10N WAiER DW OISWFECiED wATER �Y/ DRNN DF EfRUEHf EfF ExMpVSt (OilS) ExH i1LTER FFFLUE�R fE iINI5HE0 WA1ER iW it00N DflAIN FD nuoaroe saunoa r� iLUSH wATER RW CJ� &tCKWASM DRNN CBO GAC &�CKWASN SUPPLY CBS CAC TREATED WATER GIW ctistas ozrcer+ cox GASEIXIS OX'/CEN ECONOMIZER fA%E GNOUNO STOROGE TNIK GST HIGH PNESSVRE STFAM HPS HICH PNESSUNE WATER NPW HYDRWIIC F1U10 MF HYDROCEN SUIfIDE HRS MIfWENf IN! InRVENi RECYCIE IR lqUO 0)cICEN LO% WBRMAl10N CREASE LC LUBPoCATION ML LO 1WN D(7NN NOR MICROi1LiRAIpN Mf Au%ED tKK10R 41_ NIfROGEN CAS N1 MTROCEN SVPPIY WS NS NON-VOTABLE WAIER NPN OFF CpS OFG OPFN lOOP COOLINC WATER, REfURN OCWR OPEN t00P COOLIyG WATER, SUPPIY OCWS OVERFIOW OF 020NATE0 WA7ER 02W OZONE G/S O] OZONC PURCE 02P OZONE SYSiEM SUPPUER OSS PENMFATE PERY PIAN! WATEN WfR PLANf SERN(:E WATER PSW P07/iBIE wAiER PW PoTA9lE W�iFR, COL� PWC PO1ABlE WATFR, HOT PWV1 RAW SEV/AGE RS RAW W�TER RAW RAW WAIER SIDESTItFMI RW$ flECNiGUTAIION PUMP RP RECWMED WFTEIt RCW4 RECYIXE qEC REJECT REJ RENftN ACTNATEO SLUDGE RAS REfURN EFRUENI WATER REW REUSE EfRUENf WATER REEW RO REJECT REJ SAMPLE SUAP SFM WATER SEW SECONOIAT EfRUENT SE SOdU11 NYPOCHIORITE WqCL SUNP PUMY �ISCHMGE SPD 7REATED WATER LW V�CUUM VAC VEM VI VENi, CHEMICAL VEC �FNT, INSfRUMEM Vfl WASH WATER W�W WASTE ACTN��EO SLUDCE WAS WAIEN. CHlORN10iE0 PUNI FFiLUENT WCt WATER. p5iltlED WD WEII W�TEA WEIW SNY6YU 4[I�FR DRM!/SMIIMRY SEWER D SWITARI SEWER, CRANtt SAN SVJRAItY SEIYER FOIiCE MNN FM 51�lA11G111! SIORM ORNN SU STORM ROW B1PA55 SfB VNO�ERwDRNN UD PtlIFT ! illEt ELEC(RIC ClBLE/WGi BANN E NEl LME il NEL al 10 NEl OIL IiETURN fOR NEl 011 SVPPLY i05 Low PRESSVflE NATUftAI CAS tVNG NATURK GAS �CNG IUTURN. CAS uNE l�G ��. �.�. FlBER OpTIC �� f0 TELEVISION GBIf ��N M.,sv� � `� - .. � � {`� �s.. . . �� ^ . , x ! s x ��GQ/QNL LECFND IS FOR OENFRAL NETERENCE. NOT ALL .. �se�+e.urrows, meas, u�hAws. a+ mnr�es. erc. � r_� l; � � �� n � — � ! � r+cctss�m�r usm �+ nus oes�cN. — � i �/ C_ `� : WDMW/L d5CFt1NE SfNJ6WD IECENDS WY SUPEPCFDE Trp5 � ��. ,r:�,„;,":%�"." WAT�R TREATMENT PLAN'P N0. 2— CONTRACT /�2: ��""'�""�� RAW WATER 'i'RANSMISSION MAIN US19 CROSSING PF20JECT LF,GEND AND ABBREVIAT[ONS M7NWi ti�r.YNV, �C � VALVES. PIPES & FITTINGS (SINGLE—LINE) SYMBOLS DESCRIPTION Exisriuc Paoe�s� � � � —1ip— � � � -�fm � � � ♦ —M� • � • � �-- �� 4 �— —W.— '�_ �►� UNCV55KIE0 ttPE AS SHOWN ON iHE DRAWINCS ADJACENT TO 51'MBOL fLOW MEfER TElFSCOPINC V,LLVE UNION (UN) WICK CONNECi COUPUNG PRESSURE COMRDL V/�LVE 64CNPRESSURE SU57NNINC WLVE VA1VE WITN HOSE ENp VACVUM VAL4E GTE VPLVE KNIFE CATE VALVE SILENi CHECK VALVF (GL08E SIYLE) flSLL VNVE J-WAY fl�.LL VAL�L 1-WAY BALL VALVE CONE VALVE NEEOLE VALVE PINCN V/�LVE 01MHFACM VALVE BUTfERfLY V�LVE MUC VALYE VALVES. PIPES & FITTINGS (DOUBLE—LINE) W RtAlCS ilC liiMIGS Gtt MW BUlICARY GLOBE SYMlG iWIfL pPE raVE WtK VK�E CNECk CMEa muPU+GCasLR,c VlLVE v,LLK �p�i�EF �� MD4 /t�,��,l� yM N q�p 3 W NYl A t� SFCfKM LFITpI �MIEI/fNC.{iION _ j MAa �`_oanwwc No wH�E SEGiION IS DFNNN SECTION TARGET SUBTITLE (IF REQUIRED) SECTION LERER IOENTIf1C/�TION OMW�NC NO WNEFE A SECTION M-9 scue DET/Jl LEi1EF 1DEN71FICATION 1 DRAWINO NO WHEFE Y� OETAII IS DRAWN DETAIL TARGET SUBTITLE (IF REOUIREO) DE7A�l LETIEft IDENiIFICAiION � D ETAI L DPAYANG N0. lNIEftE � DRA0. H T `� /// �`��?�: _ 11N �� ///i � O �� lC • {,/ / \ m � '� � % = � �� ' 'G = L� I � � ' � � � � � * , = �� r ;�'' (//��A�b ;��,�; ,` f /��5 -cL4RIDP- �� / S��NAL ENG �� -- �� .. . JT'L«}' _ . . (kp Ciwr.n� �� K.i .� o �.,. �..�« e� �tl12�Y1 11 30 t2 JHS riomr rom ... .,•�-�u�r awu.. o�i�wa.. IQ�� . . .._PYH_ _ JMA UOa caM*'�n'x�r�_.. _.. __ cin rw.[[a u:cr��f� o a�u[w �[ 1 a]i1i -c�i.n....... ...-- ..-_ .... � � � � r �� , � � � � � � � � � � � i � 0 N °u � N r :� LL v 6 � J00+00 �,�. _"_ ----''T,.--;.` ,. ; ' f i o � > � J I 'E m u , Q � I � m�� , ', � � �' � � i � � J � � � � � 1 � � � � I I 1 � i � — _�_ i __' __ t_ 301+00 � .i-'. ._-_ ____ 1 ExISTINC 16" WA7ER'IWIN CONVEA1f0 TO RAW YMIER MNI tUMP 54N BO flfM (S[E WSEi A (OR IX m �a lr oF • B' d j IPCN CUI -_ -- � _. ._.. __ 7��If1CG� � ...,... . pGRESS ENERGY UTlLITYi'EASEMENT '. j su .wiws. ia�' rsr 1 PENO�E EXISfINC B' 901G BEND i • YQfNA (_) �� RUGS d�RI.0 f I II, /' �^ `, I \ IIaTiNG ,.5' AAw lrWt:n!Sn; ,, � ' i � /!ao �a' wu) ( �1 I / CHICK-FIL-A ' - °� I (SIDE ENTRANCE) • I �I f%15iiNG � / / B' W�TERAWN y / � �. [k+51/IOf ` _ _ !I I ... . STA J01+20. 4.1' Rf e• � 8'yB' TMPWG SLEEVF ! V�LYE � �� i' � ., p� �V�EW � 302+00 ' 303+00 �,d0�+ SU Joa�9o� B.o' Ri (» iB' /S'iBENO$ 0 f-... .._�_ F• -� - � _.n..� �F__.__�___.{_..... _�._ _�- _- � � _ F. _ • - � � � _ _ vn� ��. wu T� � _ _ _ W� - - � � - ky �..�� iw - - - Ny- - - - - - - ° _-- - - - - � • •,,y . • • '�' ww wu ` i ti L� ' � J -__4_— �_._-_.-_ _ - .-___. ___-.. b�4- _ ___� . _-- . . __ . ___ . �._ - - .. . _ _ .. -- _ -_ - -� - - -. -, _ _ . _ -_ .=. -_ , - _ - 4 . ` _ B' WAI HOPE E7fbM6 I6' RAW i&UCIfISH) ♦ COMBINAiION .— � �. - � (Of.p /6' MAl) , p�R VALVE l 3 � ! I c2o --_ -- -_— ..-- -- _�` :"- - ___ . - _ ___ . _-�_ _- . _. _ . . . .:-. _. -... =.--.- - . __._. � STA ]OI�IXIr IY.1� P� � . �_ (Y) 16' 14 �N6S p/RW IUMP SUM BIO AOi (J7(SEE -J INSETS A k B FOII DEfAlLS) � � ~ ~ �. EKiStiNf. B" WM , p � i .=Ils� I1:� WIA 1f C�tNFRI�(1 7l> NAW WASfH iwVrv �� ; .. ..._. _ . __. i.. .. ..__ .. ... V � � i i �.--._ _ _ 300+00 STA J01�J1. 1JY RT REMOK E%5lING 8' 90x BEND 8 w5TN1 (2) B' PWCS DI/itM.l / B'Y8' tMPING SIEEVE k- VALYE / � N01F: xW01GTF5 PEMOVK OF TftEES N11MW Fq5E4ENi CONlRACiIXt SHALL TEMPoRARI' SUPPORT POWERPME AS REQD [tYP) �+� u a e• rorE � 1•� :.ttNlWLIN.N�lE4 IkM.�`Wj"�.l,Yljl:yj�%,M�. Xi 23+3, Iti i:lfi STA ]0{�t5. 100' Fi CVf E%�57 %VE k RE�W1NfCT 70 E%IST 16� NPE Si{WNgAOqTIpNAI �ENGM OftE%ISPNCSPIPENAS N CDED SfA aW�M, f0' Ri j CUl E1�I 41PC h NE001MIEC1 IO E%�57 16' PWE iMJ y�/ (yy 16' 09 BEAOS 01/fAL1 I RESNfNN MIN�IDIIY IFMOtN Oi EKISTING %PE ti5 NEEOEO I F]tlS�NG 16' MN (BNACMe91) fao �s' a� (racs�) ]05t00 � "__' _ ---1 - T - �- i s.: - � _. ... _ _ _ - _ - _ .. . _ ._ _ _ . _ _ ■ � n� ��raAw��y .. .r.I "_ _ .. .. �: - —_ � 4 —' _ . . . .. ' _ " \ B' RAW (fAE$N) HOPE E%511NC 16' WATCRMNN I 1 Z � I � � � D ° I z o n X :�i (j = p C � � ' 2 (� I� w N W _+_._� � 1= _ - F nnw .� � _ _ . I I oos � � WMP SUN J V 5TJ1 J0��50. I80' Pl:. _.._ __ . ._ .... _ I BID ITE4 �% L�a1e• t�w�ru s�t� a� v��vc. e• av e�..n� .. 4,iA �xi a/pw . ,. * xcslww raonwrw rwn� or c�usin� r�c'�Emcu . . FDE ' k � � , _. _ 1 � . � �l f WtLL Y» � �EN(FIt ARFq __.._._.____ . ...... _.._..... ...._..... _.... . ._.__-__- _. . �. .. . I � 3 coueinoTar� NH vxve ( . E%IS1Yr. WK (O'YEP Cl OF RPl� � C20 .. . .._. _l. _ . - ... .. - - . . / � � � _... ��. . _ �_- -� - \ � n ■ " " ! !E� WM NOFE ,, � � -`. -� � i ��` �! i. .... _. ... .._ . ..I_. Fx�snHC r,�.vr I 9�w RcuwE e' em ecr+o s . � ' ' INSfALL (Y) B' PLUCS -_-�.j � i e� _ .�r R" wM - , � 1 �.. � cIfIS�INC 16' HAW (BRILNSH) i...._'.�I� � (010 �G� 1YM) I �� ' , , _ _ �� . � �� 1 C= :. I '----� �{,S�q _...(?[�Q�ILE E?f15tINC C(�NQ[71QF1 301+-00 � � �302+00 ._ .._�.... .-_ .. . ._ �_ _ :L.�1�'. IL" NAW (lH��-�=ll) I tM.� �F eu) FoR nu arr urwrv w.r u R OiCCT10 NOLES ,_C PLA 5 a T F�_PR N -_ER' 0 � 1) The conlrnctor will be responsible Iw adhenng to dl trre proteclion measures required by the City of qoarwo;er's Codes, Ord�nonces an0 Standad Specificolions. Ihis xi11 indude all Tree Borrimdes, Root � Pruning and Tree Trimming. These �equirements c�e requ�red xilh'n Ue speci(ied 'Lim�ls al Wak,' �d w�11 plso incluAe all oreas where Ihe Controclor and/or his Subconl�acta's staqe, slore a park equipmenl, malerials, debris ond vch�cles. 0 2) Aii iree Trimmin9 ��d Rool Prun�ng done ossociated rrilh lhis projecl rr��ll be Aone by or under I�a �wec�. supervision of nn !nlemaliono:' Soc��ely ol Arboricu�fure (ISA) Ccrlificd Arbwisl ¢ 3 `�' tODX DRAWINGS � _ ......_ .. .__ .. ._... ..___. . _ ' _— � awAaon ron.n .: �_ �___ _ __ _ _ . ___ ____ ., i ir� CITY OF CLEARWATER, FIARIDA v Fc.<�con6 "�- � �� C:1009. DRAWWGS � JHS It/JOJ12 1 • ENCINF,ERINC DF,PARTMENT v v`i -- -�E�6 —.. ....-..a��- B: 90R DRAWINGS '- ''- JRS 6/I/12 r� '� 100 S Nyrtle Ave ,._._.,_ ��..�...__._._ _...._ .._...__ . .-.. — Clenrneter, FI 3375B �^""`^'p�' A:60R DRAWINGS JRS 5/9/IP �' � „ _. __ -- _ - -- ` '-- '��tnrsr�xr�r ---e�- REVISION o.rt a ___ .. _ �— -..._.. - ... .... .. ... ..- _--.__._. /1 (21 E' �Y d[NGS IM/pW�' � � � � � � � � � I � t �16' MW (FRESH) DI " � ...• . - :E%ISPNC 16� PAW (BWLKISH) �.16' 15' 6EN0 D�/RW 65 B' 90��BEN65 OIIRMJ�� , . . �_�____D' RAW (lpE51Q Ildi .... � is•xe• r�rrmc s�ce� k vE cxstlep is• wu � _.... _�__ __ 60 �_.�._-. IRONOE 41N ]' CANA �5 � 1 _`� (4) B' �5' BENOS p�RAU � � 16'%B' ECCBRED DI/RMJ� �[1) 0' 4D' BEbS d/IGU . - . . _ _..__.. . ... ��` �O IF�I 1 ! �/�� / �I \\ � �` 's ♦ ` ,,, ,' � ` NO &��t� _ ,� :, � �. . � _ _ __ _ � � , I ( = 'U � � � — - 7�1 � � '� � , _ ,. ._ _ I : �! s�r r,= oF ; -. _ __ _ 303+00 304+00 305+00 j �`.�T ,' � ��j//S�; ��RID� ".1�'��\ +o. 1�� , oNA� ��:� H�R�� ' 3 The contr c dl r osed rool r e� Ihe o o�ed I ns or os Ih I a.wo r r r 0 ) a lar will Ilag cr pninl D aP p uning, p ppr p o requlred by e Cily o Cle � le's Codes, 0 dinu ices and SlonOard Spec�f�coliwis. ihese lines musl be inspecleA ond / j _ �i�il i J oppraved by Ihe Cily In;pecta pra I��e commmcemenl of any rcot prun�ng. j"' .._..._...._. � SCALE I `� VFRT a) Prior lo lield cho�qes I�kn9 ploce, il w�ll be ine conUacter's responabil'ty lo review Ih¢ potenliol �mpocls lo e.istinq lrees wiih his cerlilied wborist, and inctude any o,�A NI recommeMe� t�ee proleclion �-�---------� �..----- meawres in hls proposal lo mod�ly Ihe oFV�a�ed Jes�ign. The Frojec! Mmager must apDrove any changes !o Ihe opproved des�gn pr'iw to impl¢m¢nlat�on ol saiA chonqe. � isso w.a a..��.i cmmrsw [�.�..r. � d.�aisoi m. et� at-�t � r. i+ �a -emr �d�i �+r„m"'�;� �"'� WATER TREATMFN`I' PI,ANT N0. 2- CONTRACT �/2: �F�� C0z � n, �k h� � � � e.wo. anoA vwr /(� ea.w.e. rro� . ..n w.r: .w e: . _. ^" ...._ _ -_ �-" "`"°�"'�`"°°°°°°' KAW WATEK 'I'RANSMISSION MAIN US19 CROSSING PROdECT zoizoza ,i ao �z �rss ,,,A, •� U 4fCH0 B+: � v&C� �0. COACHMAN ROAD PLAN AND PROFILF ��ozoos _ °°" °`��{ �w� __ oos • �, ' I•ihnJr°�, �11N4iMMANY�[ (S'I'A. 299+A0 TO STA. 305+80) ��^� . . __... .�,<v __. . nn Ew,rin w�.�.ei o� w.�E rr"-� enn oei—_. � � � � � � � 3 3 rc w � � d a a n � a �- �' C1ru;: at All Dri.cs 1 r� �- ��7'if r Weoring Surface ,� 1 t + r �,� " i , . -r?,!�,..;�fK 1 4 j Hns� i ` _ _ . < e ��mPaded �� I Subyr d _. 6 -� --i .� \�\ �. � �� ♦ �� ..�I l;%':� .; . STRA:'Gl�i CURD 1 S Oack ol Curb �a��_ ConslrucCOn Symmebka �� Aboul Orwc.voy C� � �51.`.�?s?� Face o � � W'�r ng Cur6 ( - .a rince 3' TR�NSITION A1 DRIVES N(1TF5: t Ihc�c :Roll bc a 1/2 scol jort+l Ociwcen - bock ol curb ond dr�vewoy. i Cnnrfwle n[� rAs shall be. �oon �s�, w�in fioer mesh re'nfordng _ - n n�o� oi nn nr��PS t' �c nu -� n„� oi ,,; � ;: � � ..�.R . .J U rves AU D ves Sc�uca v E � � , 7 rv ff ( �' � � Weo�ioq .. .� -_.� v / Wc tnce �� S/<�R . > r- 3"R a i � Su�lace ,t� ° o"t - ..J 5 . { V �es wa , w �a � n � ..'- # . � /._../�: r � �}:. �� .. I • ?�:�{ �� ... N�TFS: . f .� �: �." y � f, � �oot _ ex No __. _� • - � �;��z , , i �a,e f fil � _ _ : , ;,1 �- r a S lop c i/ a• Pcr reP i�a ini ,'i � i, qolH � n�-. eto . � i � � ! r t��'(t- ' '�.� 6 �8 -. ,+. 9 ' '�. 1. ..__ - Aas - J andcbose moler�ols and th�ckness . � Base � t �� -- ' ~ W � 1' ^- - _ _ will be sluled �n construct on drowings � " " 4 � " ' � � � -Ir l'o Vocled Subqrode '�:{� � � Cort�oucled � ' ' ond scope o! the work � �� { � ,,� �-� ;�.;`./� ti.��. .... ,.,. ,,, , ._ . - - -- � � �o, ��,n ��Ti;�/� ;-tv � t� - � 5 bq oa� � �_ � Con ucted . •..•�•rA r. , �i . �' �.'// f�'1 � ,�. � \ ...� sev ostn�cton nrn+m s P -�,��/�� . &�se aaurs_ �rtltel oi(m t tl• Aqr.:dn \-��'�., � I.n ��y:��— IYPe and loie widllis. .'7- rf'r ��i7 v'..i 5 hq ade NOTES: ��:,\,'•.\_�\ �\ \ .\;,,\ -�� "� jl ,;�,y MOOIfiCD CUR� i inr�o �nou bo a i 2" 2 AND 3 LANE liOhD �vOIE �� - � � V�LLEY G_Ui1E:R CURB .___ . seal �oin: betxeen hack W�en used on h�gh siAc of d oys, the cross �� I" ol cur6 ond drivewoy slope ol lhe g�ller sholl rral 1 Ue cwss slope ol 2 Concrete m curbs sholt (he adjacen\ povemenl and lh U�ckness of lhc lip ,ya Br,r �_ I� � I�� 6e hU00 por` n lh IiOer shol�. De 6 unless olherwise shown on plons. �� . mes re n q W inq ` 1�' � 5 Ince TYPE I CURB � °� � _ . � �.',�, �\ A� � �j��l..� �, I '�---- --- p3 Aar, 10" long. � T`(PIC/11 CURR �'� ' ss" oc e CfZ�SS SFCTInNS �� 1 � �OSe TYPICAI CURR : � c�oss sFCrions atr woez ra ioi; i or a i�� NTS �' ComPacted Subyrode bn irvnvx rq ioi: � or � �y, e ni5 CITY Of CLEAFWATEP FLORIDA �' __ ' _ ENGINEEHING DEPAPIMEHT � - .. _'�..�r�n�N ��rc+1i �... j . f,�� f'IN / DOWEllEO CURH ... -__._ J : in�if_' I -- - «.,. ua.n.n. �,,. �� u. � a�w Aal{-N�-: 4:.v-r�ln 4atfn 1� 1.� 2� m 1�<n��.-. n ii�lcn �� .v� (�� Il�r�.i�^.,. �,]' V�!:�'!M1�W t.n IYO! : } I ' /��1• w U , Icl � 1. �n_. . _ c � I r w .o1:n J M Y P.vl lu, � W I!c ':ipt...� 0 � , ' 111 f I rl '� f'�''� f�'.�• (9 M* ' Y�R.�rr Il %�� i N�IV:f n �r 1�!lafw^� 5.00'J � .� lo �e anl � . . . w �„�w .) i � _ . — r,o � mn _ _ ..._ �__��____r_ r 'I �, � , •, 1 '3 hh I x- Rma°� a�"° "° `� 4 . .��,.,,�,,, I oll Dr. ey .1 r.� I,n / t a rv� t-�r I w Ml�tr *I! 1 �� 1!` 4 pM�� G v, , N i i r' � u1 u V ' : �.��.'�.•-• t�::l�lry Curc�s:v . , . ' ?h+>strrl+f .��J. .�a�InA � � k ' 1 L+J I. . S��ss !'i^4'./ < } ' {. ` A ��, ... . �� i.5 1'I W a c M� vPrro A��. 1,...._ ..�C,- < J. .� /: (. Iw.n � A AS?ilAlT SiRCCT AND DRNCWAY REPLACEMENT REQUIRED �OR CONCRh!F Rhl'IACfMtNI HFQUINFI) UTILIiY CONSTRUC?ION FOR UTIl1TY CONSTRUCIIGN --- 4 STRCCT �\ND DRIVCW�Y RCPL�CCMCNT f 0f� CONCRETE & ASf'HALTIC CONCRETG. SURFACES GIIY INUt% MO 104: I Ot I NTS Cf7Y OG CLEARW�7EP, V'LORIDA ENCINEERING OCPANiMEN� SECTION A-A uo,mo cmi�i C�ue. coro SKi��+ se. mne, �a � ..-� Sf CIION H-H �� i ��f � i :.I�•� � �t ��,:,,, SECTION C-C . � .a '- ;, F � p I 3/4' R `o n � 3/4"R -, � �`�+ _ Ins'de L /La 5_ Varies Ouls de lonr Vones °J ° -.� Weui ny e � �. `. ( Slope I/A p f uol Slope S/N- pe� f ool ii,�lare � See Iridex � ```.,. - h�pt_ollrt .o�Sro�r J + � ' f � %i + � .. _i � ,�'rih / I "" No 1 1 il � ,. 5/iYt ip A _ J/.• � � f7t ' n E oosn --- ••'.•� �J . .._. �_ . - . .— � . , _ .. __.... __—. F -_-.-.'. dose co�rve _—..—.. — . __. ___� . , � �.n,np��r�M S�bgradc 1 l�ND S L�NE RO�D �. ��In);i fI �.� no��rd ��i+n�nn. wr;an .ryu�r.: � MEDIAN CURB CIT1' OF CLEARWATEF, iIOPIDA TYI ICAL_..S� 1\EET SLCTIOIV I CITT OF CIFAFWATER, flOP10� ENGINEERINC pEPAR�MEi/i + ENGINEERING DEYAPTNEN� _... . CITY iN�f:x M1p f07: I Of 1 " 1 YN'�l �mii .... -- ••• 3 N t s • ._ - an.+. w iiwcei :iM e � v . ny - ..ry� �w � n... .._ Ni . . . � m� +..;.- I�IIM_. ' > � r .._" .� - - �^:r -- _ _ --... � . .m .a.3Ti. -- . ... . .�. ; .ni. ar�.o n. � � .... �� . rs � 1 . - �5 �: . ��. . M _--___'� . ni �aY ?wvrt�i� PIAN CONCRETE SWAI_E DETAIL VAI I F'( GUT_TFR Cl1RR e ptt INe[x No 107: i or 1 NiS � NOIE Subµ:l �o Cly Ergne<na asprewi i.� . � �rA nniy 'n � ni I.ol-nns CITY 0� CLEARWATER, fIORiDA ENGINEERtHC DEPARTMENT .� Nern�,w 1 .�ra .. .. .... .... ._-. . ! .� _.._ _ +� � . .._... i,,, .� ""� • C+..� C . O�I�+s l:plC SIDEWFLK � .� � 4M ..�y. �i��i 'ryy� �t �' W � �.� '1 v � 11,.� 7, � ir ,.- ...-,.� .... � 2_ Il� .. 1�� . � ... ITn� W�In�Y....:ln.�e ' . ��°f � I � i fi J. � u� . .� ��1. �; �1�� . f . t -sl'rig— � W� i� �� p� n� � - It_._ . J. � � 4„ aa' �. I �.. . s.... ,- , _ . � .d.� .>�. � i I �� + �'; �, I 1 1 1 r- n� i� i � « oin�. =' � � — - ile .�u,� :.: } if_' .,. .w � ; � � � �. o-�.. c�w�n s..,a..'- ry �. z � �-� - ��iYf'ICAL DRIVEWAY CRO S ECTION f - � � 1- s- v. . w r ,I �Y __-_.- _ . . � .,_' _ _ � RAUPt�]RFi e:�r��ni ... i. . ci q '� �� ., ' i � p. Graper�y / R_�.w. l'c�.e... � o � kr.t 1 . t ..i.H;M�} ,� � , �j . � � � � II�r� M .i � e.� ) .ui� v M/NI � �� 1' � - �:,c.� r �� ° I -. � , ` �.., . � \ � _ •" �{ - I .. PI f�N VII W /r �: r�,� , :,- � '� . +I .__ -- _._ -- � �. • .. . ' � .r� � -�?� ` ��. ` t ��;1 I W �i � Hemove tl ol lur � Fio„ Line �b �_....__._ �I � - . _" !,.� ifnc� oi C�•� SWO p. ..- 1 li'w.K Cons�r fi t*1 � _ �.'V� ii fn-.Ing- .�.�rt� ;.� �� •� n� t n, . ys n e'. R/io.�a � ..�., �' i� RETURNED CURB._RAMPS SECTION B-8 ^°�e<e .«� i c� o(s« �oia �) — � o�o... � . . 1 Nv.�� N n.. � . v I sl Pel I 1� Iia e� IsiJe YAL�� [�- I ik C'!l - ,,,;�,. ,�,,, �� ISQMETRIC VIEYj y, i o� p:�. _ ra a ua d�.,�u . . . s.me.� r c�,o �,a e o � � ,. r.u, � e.�a�, � � � . .- ---- ... . _. '' a„�,an � Ho,mn9 � � j� HN1 �it� CUHH I I llrx )j - � au..a.� ' w e.a a c r i � � N�V' (f' 'JI!.W�'-1t � • u,w.... �r- .�n s.�,i�:� II , .. _ . � _ .1+f1f�� _ - 7 � u �r,,.� wo ' ' .in i�n� �`—_. M _ _ _•__.. I ' . ' - la 1 . � �� re� � 4 �` . L - _... i - NHtl ( DHUV 6 Cm��e�� N<� �o M pn . __ _ ' _ .-- - � . —. . • U , ��,�.,. , . . _ -- � i _ __�- ,�� . 6, a � . o . �,. .,, , ,., ,»,. _� � — — � v ye � R,: .�� : , �.. „ - - . .m�, ,, „ .,._ �� - ri � -� , .. _ _ " � .Y . � �., ;;' sCCrioN n- n E�ntioN n _ \�t.�w �� _ NOTES. y •."� ." I N�u�r.mm�lYCw'in I�c�A�mcr!c U f�...1 �r ry�� A n i -I ly t J J� 'e7 TYf'ICAL SIDLIN,4L�< CON �TRUCT10�1 & RA�.If' DFTAII_ TYNIC \L SIDCWftLK Z A,,,,p�s„o „a„�a,a_„ �,, ,,„ �ro,�,,,� , 9 CUR� CUT hf'/1MPS �/a nr „: i r �«,wi c i,m a y i i ruoi �i��,r ifllkR 1t1i 1 ', �r ! -- - R J ay and ll De�qn Sl tl �, Del I W<f 11 .! R... I M d-I- In�s PFIYSICAI I � H��If�i; APPF� C I t Y O f C L EA R Wr1 i E R f L O P I OA �� C 1 7 Y O f C L E APWRi ER FLORIO . _.- .. _ ___ . CNGIHEERINC DiPNRTNENI fi� � CIIY IhJfY NOSC9� 1 C( 3 . ENGI`ElNI^G �E�PAPi;CNt T v 777 _. _..- ..._-..��^ nf(.C�.:Y��II �� .. ...-- ,. _.� .�.:i.. 111❑ INhMf'...�(��. __ �1 1� .. ... _. un�u u� � ,> � �xru� uee r [[ 1� - 100X DRAWINGS � ... _. ._._ __ .. .. . roae« er __.... . . . . .. _ _ . L-_ _ " C:1007. DRAWINGS -- _ --- �-�- —a�� 8:9D% DRAWINGS __..... _ . _ __'__ ' _'_.__- — ..... . ._._ ' � A: 607. DRAWINGS t PL �M 1 � CITY OF CLEARWATER, FIARIDA � JRS II/JO/11 c�� ` ENCINEERING DEPARTMENT � � JRS 8/1/12 � � '� !00 S Nyrqe Ave JRS 5/B/12 '� Cleerweler, FI �3758 - e. o.rt ��ER m ( `, ^ � SICIION A-A Nwmd iyy I C�ro Scclion Sr^ Inrlr .0� I- \ �-- -) SCCTION lJ 0 �' 1 li' f _ I n L , � I,_ � --� + � � •-� �•�, _' I � n ry Jt.�' ._.. SECTION C-C WATER TREATMLNT PLANT N0. 2- CONTRACI' #2: RAW WA7'E:R TKANSMISSION MAIN US19 CROSSING FROJ�CT CIVIL DETAILS - _ �4 I / t(', J'' �• J r' � �t , r.., nw u � - I �\ , .• cm..�,�.�u.a �i a a �u Kr .. t � � `'� � ' .�A '� -�C 6`R {�N�h -A �e C I__ L..I o- 1 ��Ir . .. f- l mil� n��PaY T.� r_._ _--- I'I AN CONCRETE SWALF �E rai� e I YI'� I C:Uf�F3 piY iNOF% NO 10]; '� OG 1 NTS NOiC: SuDK li C't EnqUera zP�row'�. Iu Le u eJ o� y�n npue 'luol'uris C�iY O� CIEANW4iEF, GLOPIDA ENGiNEENINC OEPAAiMENT {, � . �, . .. . � _ * ;� �,_70,0_��1,� �_U!�' - 11 ,: / c'�a.��r°cra�i ...._--- _. .._.._'`�,�.,��1't��''/t�i� .., �' � � H� ��/ \��`�\�OPR E N �F N� �. ` � �, � �� .G% � � , � 7573 '� * ` � � * , , r• 1 'k I � �. r� � /� � � .. � ��E f. �, �, = , ,� N . _ i �� I,, � �4� ' :,°LOR��P G� �� /� FS+s, --- �� \�� - � � .ri�4'lv'F+a+1.� a.r.,� o e� 9.�""�", --- urrriviaa��.cHxi�.-aw�iK.Ti�rn ._ _..- o�h - _. Overlup (ilter moler�al IB� ��• oc,o<z �op or nqqre9n�e - \ � � � , r�enmelo� o� nr�eyole ' nQ�?p' U,"". o So �a �ully wmp�P 1 dh � n � �7 �� Vnn �ru�U•Yup �dwr �_ �2 �-�^ � �litei ty�m Alaler uf . 7 n, �J p�, . Uire<tcd by Eng-nccr, c --- • �';} �� . �1lrnll 140 :4 or opvroved .q✓ry� � ��':. S� n O \� t�� l ' �1 1 N � tqy� �ulr l0 1 la��U�a.� � slwll 1 I_ i : :�.�7i J�n Ihn 1!]Ot �-1 m1uA r�.�l. 1 �1 l�' .,. 5a �G � � ]UI ag ree�al onl �t ��'� � � �"-�6 � `{`�. f�A 4 It �u SA . 1� � 7 I ed ! usl � %��`f< /�,/�\ be wasl eJ anJ - reene� lo � i u�e luiev ��: � � ,.\`� Ihe uygregate i+�oy 6c stone, slaq, oi o��s��ee y�o�er UN�EkL?H�IN s�ra ��e �«/o P��i�«��a��> < <� f)FTAII Ae used under dnves and �ooewaY�, [3ACK Qr CURQ wilh compacfed 6acklill e cin wnrx wn >ta: t o� � N15 3 U � V 2 a s a N L� \ I IqHUWODUS WIY' lk1L i �� r1 l.'� �y' .��t� J� J��1 .,f �. A I r� �� ,(il. ��'� }l ��;�, ,}�( t �,'y�;. lMC ZiT.4 �j� { �,1. Er� ��M�� , f; �� i ,�,? i �;s; �+d � c��I/''� � �-��-_ ...��k-��'f��r�' . fMrt'!'C�j: � � ' � `� .—. � 1 a � � � � Unlcsz olhcrw sc no1cA underdra-n ppe shnll be 8� � Ainme.ter PVC w�lh �er�ornl��ns Jown See IecFncal Specl-calions lor aelails CI7Y OF CLE0.RW�TER, fIORIDA CNGINEERING OEPAN7MENI 1t1UCNl5WY _ �i� � arx [x cugn - ASPNAIi PAy[NENi PEPtACE4ENi i��.o• iktNCn cui (ua un.) iti c' -_.__._ . ......__-_.. _._..___—. __.._.. W�ltl�. WLLInO � n i� tM�. �h• lr� IM v r�wl # Iwi�u� u /� ' /�vwir� �w � i ..:. _ ....y_ .��. AC> >_.'-: x � :;{ i � I � � '_'__. _ ../ � .._._. .,... ... ��.� i.� '. , o,�w.. '��.....� ». �,. Hrct w n[W 1�:�1' � �N�an� � M�B�M�tLO ^� n "'� ^"r' � r nw ar«i � a� i .xs {: r; r{: r •,J ("� ,• , .•w� w. c� Mwµw l 1, �MIA�Ia t' � 'r ` � �� t% •.u- ° .t'..M�_ k�',�.�.�iG I. _ i�.,.o.�...��..�w�.i i� • � un,acn �,� x�uiN _ FS flEQUIHlU NOILS: 1 All MATFRNIS, W()RK AN� TFSTINC, iHAil MFFi PINFIIAS C.OUNTY ilANOAR� $Pff.IFl('Ai��NS J nSPh1N TIC PAVFMfNT SHA'�, I BF TYPF SP-i9 5 PROPOSFO THICKNf55 SH�i I MA�CH F%�SiINC IHICKNLSS dUl SHALL NOI kft Lk.SS IHAN 1.5" IN UEF'IM. ENIIHE w�,L`IH OF NOAUwAV SNAtI HE MiIIGD AND OVCR�.AYCD 3 TRFNCN SHAI I Rf FiACKFII l F� WIiM t�0 Pil FI OWA51 F FII I Tn R�i�OM (1F ASPH,41 T 4. f'�VFMFNT Rff IACFMFNT CH/�I I RF �{�TERAIWF� HY THF I OCATION �N� f7F1'TFI :iF 'HF 7RFNC.N CON�R4C'OR SHALL ENOFAVOR TC KEEP OPEN 1RENCH WIDTH TO A MINIMUM IN ORDEfl TO MINIMIZE INf'ACIS ANU �21.51012A110N UMIIS WIIIIIN F"�.NI.LIAS COUNIY'S HIGI1I-OI-WAY, Sll NIANS � CONIHAC�OK SNA,L HESiONk. 1'AVFMkNI 10 MAICH I!iE GRAUES riH�CH tXlSlt� F'H�OH 10 CnNSTRUC.TInN ANY A�71fI�NAI SIIRVfY NF(;FSiARY Tn FNSURF THAT THiS RFOUIRFMFNi IS MFT 511�1.1 ftf !'ERFpRMED BY iHE CONiRA!�TOR AT H�.S EXf'ENSE TYf'ICAL SLCTION FOR FLEXIa�= f'AVEMENT RE�TORAIION 2 WIIHIN f'W�LL/�S COUNIY KIGHI—UF—W�Y �—_ sca�r Nrs — _ F'IN; S iPFC.-GfiONS - W0� ENRRIF� - - - - ---� 1 MIeHNUW Fnf11VS Tp 11f PROilfl.��. ,I P �iPRpwp00S - 7/J ONIO INL ��. p CONIflRS s sna,u rn�ws - crin�[ oniruN� ` ! VI'MGMI� - �p �EyS IMAN 2' N �' LUMyfM -� `\ �.1 HOHI/ONIPIS - NO L[SS IIIeN 1" %�' LUMUlN J 9 8>RRIEPS SHPLL BE EREfTEO PROUhD otL PROiECiffl � J IR�(S rWfJ PNMS, ANII iY'PCCTf� fiY CIIY f./ � R[PRFSEN'4T�E BEfORE COHSTRUCiON 6EG,N5 � 5 Uf'RILMi f'0515 nNE TO 9E A� lEAS � FEC� N �ENCiN �J��, WIIH A MINIMUM 01 I IODI ANCHOHFII iN GHUUNU .WU "�.. J �EEi nBOVE CROUND f� RAPRI�R� « RFI/AIN IN P�Pf.F ll!!fi AI� PAVIM1C, /,�F`��'�a CGHSIfiILiiON pN0 NEAW IWIPMENi i5 O�lt Of AREI _ (VRIHFR IN(f1RMAl10l1 M�1Y AI' OIitNNfi/ fR�M IMf I�UI) -- RCSWii[[ SPCCVl.i51 At 562-aJCt - � �l r �„ o� I i��,�� ._ uveir.nr .. _`� ...... . � 3 'f n NOIdZON7At (IJj . .•.__......_...._. _--� � ",�� . � �� tl ' r i ni •�i twm �mi . .. _ . . � ...�� I�PNIfAII � -- ---` � ....—. '.. HORIZONiAI 3 IRCC [3�RRIC�DCS f.IEFR�vq1ER INDE% No 9'J9. SH I ol e6 Vev 4/G9/OS nis. i'ULiLIC WUNKS �UNINI:,IHAl10N --- — �NCin�ttHwc, �� v n — — - <�oy�u� r m r.. II'LL �f��11 Ii1L`k 5 no - I._ � u. I.. E!R IA1 y�v' w. n�ir rruavirw .rr `" iu. - � 0 � 3 � 100X DRAWINGS �pM�NHDB�` . ... Ww�Yr ... . .—_._.. .._.. ...._... . _...__ ♦1 �♦ pM « v w�a<e en - --- Y CITY OF CI.F.ARWATER, FlAR10A , s � C:i00X DR4WING5 ,1R5 tt/JO/12 � � ENGINEERINC DEPARTMENT � -� �, -- d:90b DRAWINGS JRS 8/I/12 "�� 'i' 100 5 ByrUe Ave. - ------- —� - - = Cleerweler Fl 33760 ..__ _. . ___ .— ,� � u wvoxo e< ....... A: 607. DRAWINGS .... . .. dRS 5/8/72 A o --rurr-�mrQerms�f-T'-SIIINnr-r�tm— --R��w--- REVI[IAN e� o�rt m NOTE: I TRENCHES LOGTED UNOER P�VEMENT OR INSI�E THE 2' tqR120NfK TO 1' VERTIGI SI�PE, WMNYIAPD FROM INMW�Y SMOUIDER OR THE 61CK OF Cl1RB AND, FIiOM SPRING LINE i0 80Tf011 OF SU9-CMDE OR THE fIN15NE0 SUMF�CE Of THE EMBMlNMEM, AS IPPROPFN/E, SlNLL UE CUMPACiEU 70 A OENSIIY OF 5001 AS DETERMMED BY A15H0 i-99 MEfH00 G 2 TRENCHES LOGTED DUTSiDE OF T11E 2' NOP20Niu f0 �' �'ERTICIL AOPE DOWt1WMD fROM RMDWAY SNOULDER OR THE BI�GN 0� CURB ANO WHEFC NO KNICVLW TFAFFIC WI4 PA55 OVFR IHE TflENfl1E5, fl�CN VlLL SiVLI 8E COMPACTED TO A OENSItt APPROXIANTEIY EOIMI TO TINT SOIt ?DJRCENT TO ME TflENCM BUf NOT LE55 TlW1 93 PERCENT Of TNE MAfcINUY OENSIIY AS DETEFMINEO 8V AASNO T-99 uEfNOD-C 3 RE%ILEMEM 0: TNE PAKD SUIiFACES StUll 8E AUDE IN ACCOR0.WCE TO MPIKM1BLf lOf/�L aECUUrnws — friSl�N� P��F11frvr f%IStNY fJGUL � EASTl� fMM BASE � copia�cr iN +x urerrs �e.�..Y._ _. IP" �BO'JE PIPE �CQMP�C7 IN 8 U1FR5 � � ecooua wmiw r ruwwm {�..... 12-�}� MNN �a��l I I 1 1RE:�CH BACKFI•�L 3 DEIAIL � FINISHE� GRAOt: 'b' NA�ER 1FANiI1p54dH —.. ..FASfMFM: .....� ]6` Oq IB' PPESSURE PIPE, CITT 0� 5T PETERSDVRC WRIER TRANSMISSqN 1MVN ____�. �_ �� _ u� �� NIN �i �3 IYi� � ' 3 ,,, ..� .., �"' s� � � n � / PROPOSED DIRECTIONAL DfiILL PRESSURE PIPE OR UTILItt CROSSINC NOTES: I E%CAYA710N IN iH[ WAfEF �RPNSMISSqN EASEMENi fOR PECWERY 0� 6RONEN DRILL EWIPMENi WILL NOt eE PEFMITTEU 2 REOUIRED OIRECTI(NNL �RING EQUIPMENi IIMITS TO BE USE FOR CROSSINC WA7FR TRANSAIi5510N EASEMENT: A 3.000 l0 1.000 LBS. ffIFU51/Wl1BN.t(-W TO 1" Itq UP i0 P DIS7ANCE Of 900'. B: 7,001 lo It.l10U Ifti 11NiU51'/('illt9.1('.K-UP TO 6' M!0 UP TO A OISiAHCE OF 600' C: 1P,000 lo IB,OIXI l(1Y ��T/FSRUIM�-UP 10 B" WID VP TO A qSUNCE OF B00'. 3 THE EIEVAiqlt 0( Q7S'S WAifA IRWSWS�ON MPk! SHnLL BE FlEtD VERIFIED AND SH�WN ON CRO55- SFCiION �OR /LLL CNOSSING MPLIGTIONS. 9 NLL DIRECTIONAL �RIL�INC SiAGINC MEAS FOR TIIFU51 AND RECEPTiON PITS SHA1l �G L�CAIEU OUIS'�6E THE CIIV'S W4iER 1RANSWSSION FASEMENT CITY OF ST. PETE eDIRECTIONAL BORE CROSSING UNDER WATER TRANSMISSION swe os/os EASEMENT DETAIL .`.Kfl 0]/06 pECEMBEN 1999 S50-55 WATER TREATMENT PLANT N0. 2— CONTRACT #2: RAW WATF:R TRANSMISSION MAIN US19 CROSSING PROJECT CIVIL DETAIIS 6' CONC � SIDEWALK � CHAUfEft ._ . .._ 8��6� WMY __" I VARIES (SEE PlANS) F-_ _� SIDEWALK REPLACEMENT DETAIL a SCALE: NTS 1 R/W LINE EXIST. GRADE ��, .. �._ ....__ .. .. EXIST. SEWER * � LATERIAI � �1 ! Y � % � � r � PROPOSED � ftAW OR POTABLE � . � WATER AINN EXIST. SMl. SEWER ! . NOTE 1. CONT(LICTOR TO FIEID VCl7�iY tOCATIqN �NO �- � DEPTN 0: EACH LATERAL iF1AT VILLL BE CNdS'Sf,D. BY NEW RAW OR POTA6LE WATER MAIN -� IYPICAL LATERAL CROSSING OETA�. _ e 5 — — ----- �� PVC/HOPE MAIN '��YJ'x OIP AUIN PVC/HDPE MAIN ` � ��r�ill If� � t�1��r 111� ��! _ � ipVC/HOPE MAIN' ` MJ TEE \ MJ GATE VALVE AIJ GATE VALVE NOTE: 1) A�L PVC JOINTS TO BE RESTRAINED 2) DiP SHAI.L BE USED ON ALL LOCATIONS BEfWEEN FtTTINGS ANO VALVES OR BETWEEN TVO FITfINGS WHERE TNE DISTANCE BEfWEEN 7HEM IS EOUAL TO oft �ESS rnnN ie' TYPICAL TEE Ac VALVE OEfAIL \�`\`ll"'��I//�i/ �� R �' HAN �ii `��Op'�ceN8F •%�, ; �. � � (,�"T� 'G . .._ � �7� �' * (,� r � — ' �Ir � � � W , � , %�� .�� j ��' . � � � \ � P.' � ' FIOR��-��1►�� //��/��SS��.� w� .�\� �� I,___ HN�I I AMA I Ol � o rw � _ ._._ _' __. ..P�r OnnEG rM/h 0 OuuM. P.[ /]J]3� � R —.. � � � � � � ' O m � ^ r Q � � o u, n � � 0 n � � � � a U � O O � � � � � � � � Y G 3000 PSI 2'x2'x6` Concrcic Pad wlln G.G w w F-.� Pn.�moM � 1 lin� /� �• •'i `--.. �__._ � . �.._ . Compac[ed SuDgroAe See Vole i-� 3-rleue ndj�siwie � Valvc ior � />; (No Subsl�tules) �� I — . - - \�A Wulr� ��,an T 17' (Y!N) � /� �J � '�- �ZL �foCC� WilCS 5 3 � 2' f*/C (s�o �,oac. p ao2,°' snPPi � �r s� �,�j( . ;ri — � ; - Woler Mairi Mech Jninl volvn �_Iteal�oin�ng Joinl "°`�� TY+'ICAL VALVE & �OX SE`TING i no rvc ros«: a�owro . � _.r.itt nx�fx eo �or, i ov s �,5 -- CIiY Of CIE�RWATEN. fLOR10A ENGINfCP NC DEPPGTNENT _ ... * R 0 itl'X_AL \HVl L (�r;x 1 I Ir, a� 1� u _.. _ i - _ afi" __-__._.__ 1 PENETRATION TO BE MADE BY MECHANICPL RO7ARY CORF BORING PND SHALL BE BVTTERED WITH NON-SHRINK GROUT TO PROVIDE A SMOOTH SEALING SURFACE (2) %12 COPPER GROUT SEAM AND SEA1. �� iCONTINUOUS) TO AIATCH LINER �- 6' SAN fM PVC (C-900) 6" TEE PVC . REAIOVA8IF��__.-i� PLUC EXISTING MANHOLE� c�` FLOW �� . . s. � i� \ -.W/LLl SLEEVE W/ ue+K seu s-�i6 � j cttt EOU�t 4� gN � ��-KEF.P TEE ANO DROP G�� PIPC AS CLOSE TO W � a WALL AS POSSIBLE ao N n `-STAM4F55 SiEEL � ANCHOR (TW.) ��.�- � � '8' 45' BEND PvC / . ._�-.� � r �4/ObIFY E%ISTING CONCRETE � BfHCM k REBUiID BENCH TO ACCEPT NEW DROP VIPE W/ NON-SHRINH CROUT NOTES: 1 ALL FITTINGS SHAIL BE AWWA C-907. DROP PIPE SHALL BE AW1YA C-900 (CLASS 2J5, DR IB) 2 ALL HARDWPRE AND FASiENERS SHALL BE STAIN�E55 STEEL � e SANITARY FORCEMAIN RETROFIT FOR INSIDE DROP CONN�CTION �,s 'a w U � 1. � � a e u I 2 3 U �; 100% DRAWINfiS w.wna s. _.. one»H ec _ _._ . . _ _ _. . �.r,:.o.; - --�----- - _ _ v C 1007. DRAWINGS t -_ '^ -�G]trr�'�s-- ... --p�- 8�.907. Df7AWINCS u'�'°u �' _ - . .... .. ___ A. 607. DRAWINGS ___ ... _ ° �-�td u�ilr�ur.cr�c7 mfi — -�F� REVISION Noi[5 I EXIfN5i0N Otr VALVE BO% S�MII BE SEI 5p AS 10 RCSENVC �/7 OF 1��E ApJUSiMENI �FNGtrI F�R futuRF USE L l)VLNpIIN4 NVI SHAIL tlL Stl �0 +S IJ Fft WIIHIN 12" 10 Itl' OV GIWUt ) INGIAI�� ,l' flRA55 IliNilif.�i,�� y<K IN f(MICRiIf 4 Ih51,LL. 2" P`IC Wih PIUC FOR iRR�Efl WiRE S70RIGE 5 LO:.AtOR MtRC ACCC55 2� (WI.IC OR GN�Y) SC�iCDI:'�.0 80 T'L. D1t155 fC4Mf. q9qPi0f+ CWFUNG WD 1" O�+AS`. PLJG w/ RCCCS.�i NuI i(RMINAIf NSUTAiff1, tiflllll 1J C./�Uf.f C.11PPfq �finf.fR WiRf �i i�P W/ A MINIMIIM Il' Of f%IRA KIRf 3" B�ASS IDfN1IFICAiION DI"K 7'x2' COMCFEiC PAO `� I'fVl (tr VAIVt: '->IZf Of VALVC -�-� � 1 Hlllllk{IY, GAIf (1H F'lllf,- � ( ) <"' ��j � OIHF:CTICN k NUMBER OI� iURNS �'�'IL VALVL ��' J` io oNen vnwt -� �-13 A1 � �_� iWATER ��'' \ 2" f`�'C w/ 'LUC iYPE OG SEHVICE: -_.-- � ' (SEE MOT( 5) WA1ER (POiABLF YIATER) - 3" BRASS IDENiI�"!CA71ON DISK COKR ,\S�RIBEO W4TER-- ' � '-- � � -�- Fk WATF R VAI VF F3nX CONCRCTC PAD PLAI�I VI��V�� ciir INOEx NO aoz: i M 5 e N.iS CRT Of CIEARVlA1CR, flOM0.1 CNGINEERING DCPARiMEHT wn+rn reivr mz „� cr.acenc rnu '' I � ' HAV NEW � �1'� \ � Restra'ininq Goskel (ly�.)-- l_ � � —Ilirusl Ke_Irui�il (lyy) r ` i\ � '� \ <.\ � ON /�Ll TC[5, � MIN�MUN 0( ��I �LL �C -" � �' R-5•rtvNEU oN EncH m,N LEG DO NOl USE f0� L= IIININUM LlNCIH IO b! V[RTICAL Of��SCTi R'S'RMN[.D ON CPCII SIDC 01' (ITIIII. �I� ) '--'- -- ,� fr = CCNIRCI LNGIN�LN IDH ��LIIlS �IGUHtl N4St� CN l0' tlUNV U!✓IN, I�I) '+�i '�L51 Y'fLSSUNt �If.liflfi MN'T A?%Y i(1 PI11Y KFA°AFfI PIPF _ 1NE �OIIONING JU�'Ii5 YUSi BI. RESTRNA�D IN AlL �F�,1�=Al10NS_ NOIA � Y4{V�� no - iH �� rHn n�.�r.�r :_'_b'OWS de 2 iC[ -� nLl ORnNC11[5 PIPF � � � tEES DCAD 5'�ZE 1 t �� `rO �5 90 BRANCH ENJ � OffSCiS - NtCi rvo Ou�l[I q rnrs lL�;:111 IN 1111 l.T :, i��JCs A� 2 J % �> 7K fl 6 DCnD LNOS � ) HYDRMII AU�OViS SHtLL BE RESiFNNED <5 Cf�+D CNO$ 6 ....! 5 I 0 ' 4 30 � 42 R 3 6 17 5� 42 54 Hot[�. 1� 4 $ 17 .+).. i )�. IHNUSI kl.SIHNNI UN Sl1YJ0iAI UJCIILL IHUV VIYL ]H4LL bl. V.S I'IV•! IILLU LOCN CASKLIS IUN !YION JOINI YYk crr AULHICAN IASI-I;NIV ifi J Ill 12 SS }} � 97 (;�SKETS FOR NA[RICnV fIS�iE PIFE iHRUSI PESIRANi ON [ltlfll�E 7(1�� 6 7} i( 6,�, p � �7 IR�N (11lIHf.i SHPII l3k P�iONpF'1 RY ihi !li( f,f NFCA�Uf, RfiA�NFFS ---..._. . _._ __:_ _._ _ lWU M[f,HPN�CA� ..O�NI -�II�NGS � f.1UC1ILC IRON _PIPC l�l_IRUST__R��STRAIf�IING nir wxx eo �oa; r o� r NIS i CITY Of CLFAFWA7ER, fLOPI[1A ENGiNEERING DEVARTNENS C�- � WATER, WASTEWATER ANO RECLAIMED WATER MAINS \/ HORIZONTAI E VER71CA1. SEPARATION RfOU1REMENTS POTPBIE REClA1MED WASiEWATER PROPOSED yyq�R WATER �GRAVIIYbFM� STORMSEWER UTILITY HORR VEHT HORI2 VERT HORIL VERT NORIZ VERT� POTABLE WpTER 3' 3' 12' 6 12' 3 12'/iB' oh, 1z' wh,aa w.e� rw,e� rw.ea Hore .� no,e:d� — ._-._ . . _— _.. . RECLAIMFD g �y �• y 3 17/10" WATEF NoiE � a a r�u1[ � rare i t2� Nore i �� rarE � noiE 1 WASTEWATER 6' 12' 3' 12. 3' 12. 3' 12'/18' �GRAVfiY AND FM) NOIE ) NOIE t MTE t NOIE 1 HOTE t HOIE 1 R�GHi OF WAY �tE i N/A 'qiE f wA nore i. .. wA � WA N/P NUIkS: i IHIS StF'Pk411U� HL(1UIKtMtN IS IU �KU\�U� AGCtS'i'tlILl1Y i()fi C17V51HUCII�N ANU MAINIt`I<N(:t. �NKtE FFFT Of HOR17(N11AI SFPARATi(NJ IS iHF MINIAIUM F(1R P'�PFS WITH THRFF FFF� OF CO�FR. hOR PIPFC INSTALL_D A� GREhTER DE°THS, PROVIDE AN ADDIiIONAL F00" Of SCPAp,ATION VOR EPCN AODIiIONAL F00' nF f7 f'iM 2 IHE 8 INCH SEf AR4?IOV RE.UIREA�ENT AP�L ES AHEN THE S"ORAi °i"F CROSSES ABOVf �HE O::U TAFIV, �NO WHEN 'HE STOkM I'If'F H�5 � DIAMETEH EOUAL IO OR G3EAILR 7H�N 2A INCHES. OTHER�1ASf, 'Ht a�ouiRro s�anRa io�� s iz wa�rs S IHIy St.YAHA'IJV �+fCUlh'ENthl C:;M!%LItS WIIH IAINIAIJN hULf' tiFYAH411UN HtUVINtM'_VIS (IUILI�LU I� 6�-555.314, FAf JARIANC�S FR�M TI�F FI)FP RFQI:IRFMfNTi MJiI (`�VP,Y NtiH 6� S5 .374(5), {'AC AND MUSI �E APPkOA�ED INDIVIDUAttY 8Y BC7H fDEP AND OCU �. f11,i�NCF; :IVfN ARF F?OIA �IJT;If1f OF f'if� 1:1 Ol1�;IDF OF I'll'i 5. NO W4T=� PIPE Sy4'_L F4S5 THROLG4 OR GOMC If. CONTPC� 'MIH 4NY f�qRT 0< <PMIInRY 0� S�ORM Y/�1CR fA�NIIOLC OR 5'RUt:'tiRC - .. - .,� Y �j. CITY OF CLEARMATER FIqRIDA -_ �i ��17 1 ENCINBERING DEPARTMENT , 8/I/12 "� mo s u�rUe evc j 5/e%i2 '� Clcerweteq Fl 9�758 . �°A1ER •'`; o�n � Q� r�Hrv vitw �� !_. _ _ ... �u un wiom _ _ _. --_ .. .._- � I- .. . ....iAlCRL�CKIN� / SIEEL SHEEiINC Illh'Itlll P� i4P nisr i5" axn inn,v.K�w� � - Fxi�i IG" wM (fOJViY)j P" RnW (lRfG�t) �if1Pf fIR9 -- cur oui s�c�nr+r, ns rscowam �--- (.-- ��"�.- _. OR IM`IE i0 J�S7 MOVE AND � qeo��no riEn rmv -� _ bNM;I '.Ii11 Ilrll; ��.:,.,�� , / LKISI f:Hn1�- �_ oewaTeR.ua ICMCR rir� t� •i Iti WM KGI I W)NT !Iv{�) . . . .., -. �II II I I I I ''� I I � I ( II ilYfNiitikRG� iAkiH LL I _{ _ F L! —i _} '� f_ _ I_�I; � . rrn -ra snrr cuc . -AS RF�tI��.HFII SECTION A-A e GENERIC BORE ENTRANCE/EXIT/PIPE T1E-IN Pff LAYOUT SGLE: NTS rv rE; I. �i1.5 UCini� IS �OR IN�ORM+IION PURO0SC5 ON�" C;.ViR/.C��'�t ��0 PR0�1f.t 10 Cl+CINCC� �OR M'�R�YN � iliFfllNC/SMOR�NC. I1FC'�GN 0� THk ?li, SIf.NGf) H ilNf� RY A PR(1FF[SI�NAi GI:CINfFR Hl4�SIlNtI� I�I !ML SIAI� (k il(JI21�� L C(IIIINACIUN 10 I!1/Y(]kPkIL'/ iI:MYJkI H:]IkN4 E%Iy�iN�, 4'I�[S K'�IH�N Nil �S HtQUiN[U WATER TREATMENT PLANT N0. 2- CONTRACT {{2: RAW WA'I'ER 'PRANSMISSION MAIN US19 CROSSING YROJECT CiVIL DE7'AILS �s G '� - I " j I n 1 /' { ..� � 1,�-:�. i' r .� � f r .w f � r .� ! `I \ 1 � \\\\`1�' I I I / ////// ` � P�V. H �y0 ii �� A `��,��GEN3F �. ✓/� ' � m % ^ ' 7573 � ,�,, � v � � * � 1 1 � � � � .p ��{j,T� ' � . �. ��i��`�'• FLOR��P'��` �� /�SS�O N AL �\�� %�d.�vi. i�___ — � tw�lr�. n M )J00� ai0 b.%w�. W�! b� � ,�� — � II/3U/12 ��JlLR r..0 �.�� _ — '__-.. .aii unui� �av+h <-uw[w ni I fiii� c�rt _. 3 m n m 0 N � a 3 ¢ w U O Stop Less Check MUELLER H14350 with Lock Winq ond Comprassion inbl or opproved eqval Threodetl Corporotion Stop AIUELLER H1 e008 or approved Qual (Tap ol 45' anqle) Soddle required on 4" P.V�C. onty _._ Iron aenice soddle � Ford FC 202 series W�9l0illle99 BlBel ba�l1 \ or opproved equol (` _ Woter Main Woter Service Tubing Oriscopipe 5100 or Entlot/YOrdley Blue Jet, SDR 9, 3408 Polyethylene eCHLORINATION TAP cnr inocx no �oe: i or a Ni5 � � �' ,�o � 2' BOII VoNa Hose E9Gb 3/4' Ceiranized 7� 2"TOpped Piug 2ARY BLOWO rjrvv SAMPLE TAP ;' HHNSS iU DISK � 2�� P , � " �CONCRETE ;0 10'-0' (MIN) } If (IiY) _. _ ___ � _.__ .._..--- ----- �'(f 1qi[S) fSEt NOIl;1 � ! ! �-OMtlIN\IION >IM VVV! - � --' (I 1 W/ RfiM�OPCED r�YLON BOOY -- �. J L�� pQX L- ![ IAFIII 1 '_' rn f Ir ` ; I ]'• 16'�J1' (Wa6+11) �^IN'cV1 (:U4NtCIlOV-�.. VOLI�lINYlNk FNCI�iJM C(1VFR W/ Ill^NIHf. �-IqCP 1.11� SS �NJ.! CI'L� :I�IUf (�.W'.Ilit (.�kN (w<tER P'_US CMR MpCEL � . . . 4CJti /5 5,0 SK:S h `r15N 1 M .yq�p�� \ ��116}) �p �.pp.qOVl� kUUPL7 � � f��N) COVFft WSCk'BED � ,� ,.I hiM�!', h'.�.'- ! pe .. . , - - . � . PLAN VIEW ,r� �� w� oR�S � ��o« — --- �� 1 lINISN GRADE , ' . \ l� N CWKkL ! �, , SC'All: NIS � - � i._ ... � _. ___ .. _ ' -. . (-- -�-.._ t' _...�� r �r - -=-+I- ` NO P✓C RISEFS Ai�Ow:U-}-�r:. j- �•••-� .+I 1-Piff.f MIUSI,UII� I _'__� � �' • • • • t w4TfR VnivF BO% -- ' N(1 $Up TIIUtCS) --� �� NUIt�. ( S ��-._._. � _� .. , f WJ fNCIf1GU91 iocarinn SM�II 9f L(IORfJiNA'F� MIIII h •PPROVCO 0� OwNCR J nRV fNC1(1511RF SMNI `Xll RF IC:f.Aif(1 N fRNM1M:� SWNf 2' 4J' tlLNU �� j OR OMER PftC�S WMEPL It IS SUL+JEC7 10 S'JBM�RGEMCE (t;JM�` • I�JMI• ) � ` Y' S10NC JCD ] nm [NCLOSURC SIInLt �C toCnl[p W75DC Of 0.Cnii NECOV[PY ZONE q UOWHWPNU FPC�.^k: lLtlOW IU tlE S(;HttNlO 1'�k IOL � �� J' PAASS PiFF �i7Y 0/ [LEARWATER, fLON10A 61-'S5]ZO(71)(D� k ftSWW B57 ' ENCINEERINf. DFP�RIMENL S Ih1lMI }Ii1flNtw� SHP_L Jl NGNUIpCIUF'.0 H1' NANS 1, �" 9V PfNll l,ik[iF1Airy� 1��' +i5 ��MPANr PO fl(1x RX`1Cf1. fICN/. fIORMA'IIP1 ' (COMP . fiP) . .� 6 VOtYEtH+"IENE ENCLO�VpES .�,HeIL BF OLi�'E GREFN faR RAN' � W�7fR MNf15, fMIffNlliAi( IIVf nNf1 I(IR IIAf.NW/�SII I�Nf -- �� ?' PE fU&NG (SIWF UPWAHO "_. . .. _ .- ��1.. H.LLI. SiRR:.'.M SLHVI.:L vAIVE , IOWa1tJ'JV tlLNU AI NiV) TABLE 1 u�EU�w w-1�ian oN eo�u �N� PIPELINE ARI VALVE MODEL SIZE �' r r we�.mc AN? YA1.1lE _ _. IYFE � PpM WAiLN 0-021 Gi 0] 1� NUEIIfR J00 BALL C�NI` V�LVE -._.. - _ ._ .. . _ IrVL i :'OIY_fNiRnif/P�iM�f I)-(l�!1 1+1 �? WiIH NONSILM PII4CNMLNI 7' . (iMC t�IREuD + � i0 '_04�RESSi�N) - � � - � - - � UH LUJ�t IrV'! �� NMY.I.ASH / I�?fFMNN U-Ull VI UI 1' 90' Ell F END CONNECTION ,2 �.rv �nr,rx ua nnx, � or � TOP CONNECT�ON � e n �is Ci1T Of CLEAPW�IER. fLORILA x ENGINEEAING OEPARTMENi t o �y''l' f[�M'GP.Yf/ O ikiNT.... d - - µ — � � " ^. -w., � ,u = 4 ��.:-. � .'" -' - .` f'�.k Ilo�e :' 5 t ��8.. . _ � �4.. - �'..:�' '- '�� lA�n 4 KrOu��rec � � 1 ��jj, '� N.^.n Sk-tl ' � I 1 � 1 �-.. � � � I I I �� ea��r�: � P � W q . . R t � � uu❑ �� n � ❑ n l � N ( � i ii ) ._ . RINC - HALF PLAN ..f ""'" �"""' �� n _ _- i �� r / N � � NO�ES R��d-en � � �� i u u i� " . --- � 36� � 1!Ih_�P oa�.a� LC50 i5 -� uF ��U I� � --- 73" 9' r tn'�k r. us 9�� r'il lJ�' � r� �- r o � ! 71 � ri� - -----�. ' v,ri�n�� •- , I z M�,�,,r � ��a �� SOLID COVER � , slorn . �g 1 c. to �',�, r 1 Q � ' - I_i _'r'... I�-_ ... ./ be �pP o.e,_ t.y ��l .. 7 necr ... o � � r _ . ,�, _,� � ` � f i i w � i �F �J J�- �-{ x r.�, �� °�� i � �� CI Lf %'—� v"i RWG - SECTION � � � �,. � .. � M�,�r.�,T we�qm �' 232 ros SDUG CdVFR SEGTIdN Q 9" 778 Ibs 4 ��rn �Velgl,! I48 Ibs � e COM8INATIQN AIR VALVE_.,MANHQL.E CUVER � �,�s � 0 � 3 � 100X ORAWINGS v .-._ _ - .c�m e.�. _.. �.-- � KIilrE-•r..i((— -... -T�'mr�. ___.. _. _ . l:' 1007. ORAWINGS . . . .. _.. - � --- B� 907. DRAWINGS n:607. DRAWINGS � '... o.r� - ._ REVISION ..-. .. {�� _-- - � � �!S' 1�' -f_ �-- zs Sia,.----{ � s� i�p�. � RMG - SECTION Wc�qhl BS bs NOTES I I1 5 Fn,nory N:: t t7 R�n� MA P.i C•>��rr. �� F��1 ,- -_ _ . t. . ._ ..-_ rnsnr+�; S�nrwn�K L . _ . _.. _. ._ __ .. fl45E II�iER�N -�- � I - � f VNV� �(1< A C.(1RR � � � ---�- � - -- HOGEI U5� lE]0 OR EOUni _ ji] 510 E f.� YV(; Hl�tK'+ 4LLUWtU �-�� — ^MIN 12: PL�. ^R�UNG IR >CLC�SC V I vC) I) w+ II-Lff Y(1'lfl 99J I.\VI Vi ,\IR V.Y'.11U4 ,__�_` VPLVC SEi I1R APFHG�� EO�.�A�. }-pIfCE OCJUSiABIE OW11N-0%f {IttIM1'C Nn1CR `�iKy[ O�x _ '- - -�-�---- - ;e0 suPSr�rures) ' ( l ��/ �� « ur�av .�oe� r 1� - ,�,�� RE��«H. ��.F� /.. �� - ` ` 1" IIEW�-flnVC� N! F&M y ��. � "�� 90' Af11f1 (IILLIiPf) ` -� _ ' '�' a" S�OOI I`ICfE, f=��E `J . 'tll� �I.IIY `�`' y � � uor�csvrm faw,P�) lr.� �-r1 I) �UJU51 V Hli'_AL 4LIGV4INI VI YN�WStI] WAIlHN>IN S(J —� -. A�� MiILCNi NCUCC �r�t HIfH P111Ni ACf,Il4M��7fS AGS(4a1" �-I� '�r� �qi�F ��,�� ]) CCIAP�.WII)N 41R VAI�'F ASSEMOIY 6 C+iE �AL'iE SL.!.l BE ` I(1CAif� N S.XIVAIK / �_ \ 3j AIi V�iCUU �N.'�C 44lCHIA�S CH4ll tlf �� .SinID PI'f, OVCRA Nf � 7�, 4 SCRCW 51'.�H1CS� $ILIi �� <� ��Wl i�itC! (YL.YI) • VICt fVJiGf, Sf�1�JlE S��i'J.+! 5� i Fili�rv_ ��I'.11 �� oN wr.� croa� conrve aes se�tov o3ve� / � I[ �� i[G (HNJ) •f�H VKVC tlOUY: ANlN IL[U PLUfII11UM 4) R�L �Ill NGS SHnll BC NC>iRh'�.NFD � -'� e COMBINATION AIR VALVE TYPE IV� FOR CONCENTRATE PIPE N�5 � J . � N. SfINI::f :.M�If � ��__' W„� e COMBINATION AIR VALVE SC��E: NIS !.J IYl ki�tKi <llr)//�U �" � U � 7 Non Perel.nl nq /�� u L \ P��b. I leles `/f - 0- o 0 11 \� i� � a a n � ,ti uu u ��uu i �( a u c �no (' �\ 0 0 ^ o II ��,c� /� � , SOLID COVER �5 1/)' �� '_— \ ��. ��,�.� �_ �._ -�� so�_i� cavE� sE_ciioN � �7elghl �20 16s � e COMBINATfON AIR VALVE MANHOLE COVER CAST IRON nirr v+xa uo �ni; � ar � Nr: �i s+`�t CITY OF CLEARXATER, FIARIDA �� ENGINEERINC DEPARTMENT 8/t/12 �A � 'G �00 S Myrue A�re 5/B/12 Q CleerweLer, FI �3958 �AI n �L'InlM Y: �W6tJ. �t ]-REf,F. O[l�Jif�BIE HnIfR VN.Y fMN- _ (NO Su05TiIJilS) .� CfM1fl�N/.il(IN A'R Va�.YF I.Wi��O�E fRNAE k CG'/FR �f%IGIINC. SII1fWAIK � •� � . � 1AM1 -�� CCNCFEIE GRLDF Rv�GS iB"<B' RCINfpRCIG CtiR�_(�(iC FOOiER (F.R AM!) \/v sror+[ (M�N 12 ^1L M�INIJ aR AEIE SE �nLi() v• rt�- uco[i vas r:avcui mH vv:uuw .�ivr sn na ,w�arocn rouN DR/!N-011 fliilNG ----"� � W/ 1]" lG DRNlI XO<;, n'.;- e:n�rpa. r_.ri I -1 ' , r, a' 9Y 5EN0 � i �-- -� �� '�EG4-FiANGF BY EiYP �RU..F�,� ��(I�.f��=��1I::�I[��- � . u sroa atcc F[.�r ' �� 90 IILND R��.RW1 � , noi As. '� , ,� I) DJU51 LRiCAL ALICNMEN� O! P OVOSCD A15N 50 �HA1 0' HCSILLNi kE�� M'��I Y0. I ACC`MNOU�ItS A�SkMtl Y --��I' \\ GiC v/�LV' (VI) l� C(IMA�W�M NR Vh.VI �C .4f�Y fi "RtF vallF St�,UI RI � �OCPiLO N 5 D.wPIK � ]) + fl[ti�LS �i�PLL flC ftL�ilt.NCJ /� � ��;\ �� a" SPf�t PIFCE (�E.PE) j � � ` . / - 91�' l�E (Rwl e5 COMBINAI"ION AIR VA�VE TYPE V� FOR BACKWASH PIPE ais � -....,.._ -.m.___� � a. ___. .. ' ,.._ . ., _ ... � � , ,.�. M � � �, _ — �� _ % G � _ 7 � � � t WATER TRF.ATMEN'I' PI,ANT N0. 2- CONTRACT #2: RAW WA'PER 7'RANSMISSION MA1N US19 CROSSING PROJEC`I' WATLR D�TAILS 2o1202A ��02006 `\\�``t'I " �/,//// �� PR �• HANp �ii \��.�0,�`GfcN sE '.,✓/� �j�/ � O ; a 573 , � � ` � � / ' �- � � ,k � � ir � ((� — � "�� F �� L,- 2 , %�� ,��o�`�P.' ��\`� � �� .�� <t� � J u�r �wuatx �d i 0 aui[w. NF I Jf))i -- . i�� —. -... .- . � , � � ' , (� r �� _ � �:i Sro w Iio;f�r t � '.inp� ni lrnfl�r �< cm�v.ki`�n ' � f, �—\..y. !` .b LM ... '-'O�e�l Ylrtn'. � V r O Y! I C�- ._.J_ \.. <' � _ _ _ . - _. _ f�" _. - �� ... CROSS SECTION � / ' ��\ Ynmx il,e_1 ( %� .� \ C•r...�.�..11v.- __ lt 1 / _�� .. j ,n.l�.lv i. 1 ' 1 � . --r— 1 � _ —. _ __ __ ._... _. 1. . TOf' ISOMETRIC VIEW I EMI'OHAHY EHOSIUN CUN I fZOI CF�AV�L IN I�HCkF' I OF2 13�kM � Ci7Y INOE% I:0 601: I Of I .. _ NIS � C11Y OF C�EARW�TER, PLOPIOA ��—� EMGMEERINC D[P�PiYENr V fl�iii�in� lil ck I�A fi' (rnm 7h�n�1 � '�41 � y' Web Mw- �In ._ P �4 I V -1 � { f: �,. � — v . f �f < r'. % : i`'�/' I iY ,�! �.[' C. �" j.'.,� O �y.%` �� f'♦ � Rdi ol tJ 1/�` Gauqe wNaed � � � � �f nce 1�� Mes�, 6 10" �. nJ �••. r.�,nmc�r rl-.cn xin 1' S�oo� i, �., �'�,� a 'y 1 ` ��,��. Q ` � � ��.�: t}i�x.L �... l �i � � � i� w � � 3 u � o a° � > � � , � ' � a d 2 4 V � 3 �� ' � u .. N o er a° �a,�s 1 Froro� 1'llc alcr al 'r fronl ot blocK piev. I 7iovei Irom woshn9 inl< <�r,r��.re, 2 2�4 Be� ntl hlock onA o.ross throni hr.lps k�ep biock in piocc viccc �:n oulcr holc of spaccr block 3 Fioles ai hoy and sntl, s�m�t<irly plaretl rnay oiso b_ usetl IYIn j ix fY�� N Iar�u l- 1'rele��e•:I f/ I puddr.g B k w UrAIeA ]".5' �...—"'� ! L.L:. . � J n� _� �... ��_. '�; ( � ferll A -- � •v,ivn..� i«m .._.` P�� f'u�llw GruJe lo Cdl clMn� Areu U sl wloe -\ _� -__- I �i YY. m� M . �� _ !. L. �� ' 1 ..%\ n ^ � ,1 r�au« � y�,_--��\� � �1 ___. ._..-_ )� .. � 1� —��> -� - � �_ � i � eeg� oi a ��N., o�i<nm, s am. �� A�. 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"' ��' rnr�a rnoaic ' SECTiON A -.. 9 � � �F�41f�ORARY SEDIMENT TRAP AT CU��[3 INIE�T if�t�f'Of;/1� ('��[f�IM[,!`�!I h�11' 11 `�[�,'!hN C!i;ARI i_.-1_CT _ _ . .— —" ._ ___ — (:li'! INDEx Iv0 609�, I Of I e f.iir A�I% HO t,05: 1 �f I Ni5 NIS � ._. _ .... ... .___ �.� .... — __-- _-- ..... . I I I CITY Of CLEAflWATER, fLOXIDq C iY OF CLE�RW�TEF, FLORIDA '��. '� ENGINEEPING OEPARTMENi ENCINEERINC DEPARiNENT , ' F inrcav�r ;rwi�nt nM�;.. — — ." . . +�, ur.�ur i. xvGf4i K .. � •.. .... .... . r (k f' At f�A�fl Bllfl -��. ...— —t- � NAV 1 SIiiW . r � I�t • .._ � � q .M IM 1161 i ' 1 varEn v.+eeic SPACII:� OF PO515 �0 H[ UAiFHIAI �� u•• • . W_ 7 f ow 9" . 4� l�ench '.n iFFI AP�R1 �_ � 1.oscol A1 9 Inc I�ne �I Sla�es p ` ! r ,-TF��,�N� rWO S.1 �EN�ES � � �I- - "'m�n,�.� �=- � 11 FEHCE - � � ~ � � _ J_ �-°��;I��r� � �--_� 2�4 (CNCC >_.' � �Fr�,n . - ��f�II� �,5�� Z YIN �¢ 1' (�y! 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JRS 5/B/IY � , -- -- _ �'�� 4` � ---- ,,.a .,,.�-mmvra-m�ev�r-rmrr -- �m��-- REVISION �r �rt m -ii}hrEa7 i: �AJ3Y1 sL.. ��.�,� aoe,K,�,�, Il�ia �� U�W 1 bAet Fxole.liun ie upplicuGl� xliere �M1a' iei Nam ' N live:y 11a1 n�eo (slopc n greale� l n 51J wha t � 1 afieel o! ove�iondllana (nel e�ceeainq I c 1 a) c p' d 1 v m�f�oE Mal� nvt vyply la n�lz « c�vnq cmc i � a no.e. suc� os n nve 1 or n'Mvoy mwno,,. 1'' ti I i MAR � :iAKI' � ��' I F�PRiC � •� ' � � ' ,r':: . � . �` '' � �7�7` �, � � ��! �. r�� •i2' urv � � �� ` �' - f.AllilRf%Cf:.^. .�{'s-�, FFBHiC AL CORNEFS i�tY�n(N P` SfAKt k �SWETRIC NEW � - � L' . 4' WWU fN�AI! r \R� \ ... � �� r `� �. ^: ' �j° � • � � > 1 �: _� � � � ��; � � \' ' . .f t. / � \ �I � f ti 1 .�� ) � �' ( �' IPNMC (1HkNIAliON � / TEMPORAHY Sf DIMENT BARRIE_f3__AT DRQf'_INLET e cirr wocx na eoe. z or s . N.1.5 CIIT OF LLfARWA1ER, fLOG10� ENGINffRING DEPFRINEN� YII IJIY�iAI * J.IYN(111� . N. I ua Mfas�w w M, +, 4 iAIfNIN A tu_ll� ilYCt Ir' � 1 IYPiChL �_�YO�JT TYPKPL LAYWT 71�AI WA1FR5 AN�/CR HfAVY W1N� AN� WA\1 ACTI�� S�fiEAMi, PONGS. AND I.AKES (PROTECTED AN� NON T',DAL) 1� I �NCNOft �`1. S�RE4M FL�H 1 �' � ; � 5•hY111p2 \ i � 'Mrl�..il VT � ..�� t � . � t��* / JItPiL111K � � � PROPOSED i0E -�{ �� ,. � \ '00' W �LUI'E .. \ � � rvr.� +J�y`� �,, covsieuciwr+ � � r ,\ � � \ �� j, } ,.,, f : , . '� 1 .,,.,,�„� `� f1 �4, � �� j f�t "�` l � ` � j n�ICI�OR 1�4� IuNNNIIr Ih:i `� �CURiAiN t�=r�� fllY � �� CA�:EW�Y SIaN! Ok ANCH(Ni 1' , F, �� •T�t , ��c,\ � 1H S DS*ANCE � VI.RiPPE) � \, 11TT�� 1 �{ T �'�_� r/.� fli 1 nRf A � ,t�,,.« ,� ` `"" ��' + �^^��kP� TYPICAI NSTAI I ATI�N I AYC?UTS �I� ��„�,,� �- �'� 1� 6 0� FLOATINC �rUfZBID'T1' BARRIEfZS - T �YCMOF B IOY •��t• 7 e- '� ; I 1 CIiT INIIF% N!1 fil(1, I tlf I • i1�15 I]ISiNlCf 5 VARI�OLC N i': �-� [1MPoU! NOVCMCNi � CIiT Of CLEARWATER, ILOPIpA f1liF t0 lifJN fHhYCI ENCINEERING DEPARTYENT L__�...... d�� i i'� Ly� m' y��"� �'( --- ni� nrscn :. ..< as,s .,. � �V�� i�wr�u�;- �� t � «, ,�� .. � �! « �..,. � � � � , , � , J (�' ^ 1._.� � ,T �.� (] �. J % ,_ .. .. � � .. � L , . � �____ __._ ,__ , ... . .. . .. ,...._..:.. _ ._._ \\\\``�'f�/'�///// �� J• HA��i �ii �� oQ,4;.�'�''s E _ .�` /��: ♦ � ,�� 3 ,.* / �` � / �_ � � � 'W— � �Q1: � ��— �o ' , .z- %*�`l�� QP , � ` ��/�'Qii_ . ��-��'.�,4i�\�\ WATER TREATMENT PLANT N0. 2- CONTRACT #2: KAW YVATER TftANSMISSION MAIN US19 CROSSING PROJECT EROSION CONTROL DE`I'AILS ri ' � � � �,., � ,�„ � Il/30/12 MtlJk25 �aei iozaos � p� 1 i�ta I oze � mi�smuc�iin°�i ' '',. a,. ��a �,.�, o ��.. P E � ,;>:� _ _ o.� _ I , �' , � � � � � � � � � � � , � � � � # n U 3 0 ¢ W C z a W u i 2 0 b' z 4 m r � v �tia � NlYMS50tl9 �1� NYIN1S3a3d I PEDES7RIpN CNOSSYiAIK mrnwFOj e �� __e1 a— — _ c� • � � �r.,yw�, .�.q "NJltghq O_ mor�.n.«ws BIg � _ .. I r� �t�rma I � I 9Df:WXIX>S:D �, � i c� . c:' �}'� Cy ��' � IQ V •. PEDES R�AN � �Itl � CfiOSSWAtK COHNtR SIDFWA(K ClOS1/RL- WITH 7EMPQRAAY LROSSWALKS ' SYMBOIS o� �o � r�.. V � n.. „ a,cr � C� � � � �.�. ,;.:;,;: � �,; �..,:�.... � o»wn1= 3 � 100% �R�1V�NGS �, v...�:� _ �� . gM.��eN dr '^ ---t�vz�n---- � u,.�.n.o n - — � t� ...�.. .UTI N'J�1YiilIl'�'$iIIi[T[TIPIi— c� --- —`; �..y d B ' I e� �� f�• d , oe»n.wrs I� � t 03501J NlVM3015 I SI�EWAIK ( CLOSED � ' '�� .*�� I$ , d 8 �' M7D-BLOCK SfOEWALK CLOSURE fl 4 - Iz�� I� �HESIR41 � 0 � �, 0 4 M/D OCOCK SiDfWAtK CLOSURE WITH TEMPONARY WALKWAY GENfRA1 NOTFS ' CONDITIONS . 1.�� . � wr� ... 5 .. � YinEn EOVIPHEx1 - � � r'.o�Rt�S Op ihEITEA[•NII��S C�,OAOI HO, i c r• r� . n.iiln n rM.... r , i!'rtta0 N[ 1/IwV �J N NUtCS . .. .. - _�,� � ..,.rv y .�„ ., .,. ,t�. ., � „ .� :..�.v , �, ...,..r, r.. ... u , ,.�., , s,.,�..,.n. . �,.�. �.,. � ,�.. ,.,`, .. . „{.. ,� .. �.. c, ' , . ..,..,. .... .7c5ir-rJ S.T4N^C.4775 2013 Pl?UL'S'I'RIAN CUVTRUL I'O7t CLOSUItL, Ul+ 5%llL•'WALKS 6E�0 N�o _ _ ,� � ----- � ,`� � CITY OF CLEARNATER, FIqRIDA a_...� C:1007. DRAWINGS JRS 11/.}0/IP J ENCINF.RRINC DEPARTNENT —�— (3'.907. �RAWINGS JRS B�l�li �' � p< l00 S Myrlle Ave ' A: 609. DRAWINGS JRS 5/8/12� '✓ _� `�' Cleerweler FI �3758 � �•,� __ : o,,,� �`'�/CR '�,,.�, —�— _ REVISION � _ — -- � u..�- � - -- -- o--. �> b i► ID I► • • � ( . ( P I � P . H � j - .+ .. I W�RII RIl�r�i�[f _._" a i .. rr. yr•,'�..fe,..... � fMD N1EM � � �l �.yv. - ao�u romc "^�"� � Teb e 1 Deµiye Spaciny w.. � �� . sw.v.� c..n.. �rr � s..Ke r,.�.. M I rriw ir OfSfAN('f SfTWfEN�51GM.5 rmcn� rww,.u. , so.ro sar�� rF i �+..w r r.... ++w R ' ,Y w�� .Yr, _ f 1;J )x � __ _ h � ..n.��0::n�M P��' Irv��tl.rte �5 e[� GENfNAt NOTES rr � , �, SYMOOLS , "� riyc � n.v._�. w, .�-� .�.�o.��.n.r,.,ima� ,o,��. r} q,Y v n'(.i,nl nu,t.na • i�.�..vFi.nh..ri,l5:?1•yi��A�hfUl ...•r.��lS��...�.cnm^ i�rv_ „�.�r��i..n.�.w,.��.�...,i.�.. �` v..�.rv �. �w..�li u�Y�JV�.Ia .aVi....�.,.�.nl,.,�.i.v�r.�rrm ' • �/••s � .«. i...x i....i,w � t,.��a.� w �..vi � � xn��rn. � ,�. iv rn.,..n w r.,�,......n .n.� .,.�.��,. . � , r .�..�,. .i�.�, a... u r�.r_��i. r.a, �.�f. w.�. w.�. +eN �o �. )ci. rr� ` FDOT DESIGN STANDANUS 2013 DI/RATlON NOT[5 �'. : . . � .. � , �n,i.. . . o-: Table 1! 7apei �engtlr � SlwWder y,� �, ,, , m Ai a' 10 N �j SMe�. S',O .: SNE � •� x _ : r s� M' .n re ��i 15 . 19n ,'} _ tf/ CONDITIONS ens on r,.r�xFncr vir�cs �. Ur�wo'� �'wve�i wer z��o rr�r rncr o: JIVLTYL:SNG, R'ORK UN SHUULDliR I 6�7 I 5�" `�````��'/I////�� AND % \`��`O�.Q`; �N "s E ' J��G��ii � T ` ` � v � ,f _ , ,�� ' W '^ , � r I.k � ( � � � 1 ; �'�, l � s-�� z . .�: � q• ,o. �: i. A'�. c� nFt,• �4i � WATER TREATMENT PT,ANT N0. 2— CONTRACT #2: - cza _ �� ."�� ' RAW WATER TRANSMISSION MAIN US19 CROSSING PROJECT e� zwxoz+ °"" iiiao ,z aKs IU2tl00 n� •AVN �JI/A • MAINTENANCE OF TRAFFIC �� — an cw�cu uuN,�ci o owux. rc � Si�il o�r[ . � 0 U � SYMBOCS �/ ?.. ,Q.I�. I.W� rr,/ .� u I e�.. uu.. �.. F �i�.i �,i., Pr� ir � . n.,'+o� n �.. �. �s�. i, ., e, wm b �:- � !x' . -::•.r, • 1 ,.�[t. .i . el.i:. '.. I'ENENAL NOµE v x, n.. e, ._ .. .. �r �rr � �:.. i�v »,�� . ' - i�s<o n�i��n.,a..��.r�emro e, a,i_� •fNR��iJINISVS.�v�...t..si,��.4 e� aeJ . . .�.y:o+r mu� .�x :r :� M �� e.. . � i,.�� . � ..,�.,i,M , .�...., ,,.� ,..� �,. �,.�>,.+� ,.. .� �,�.. .,�,�',,.�„�°'.<,,,.,,� .. „x ............., .. �„ ,.. _. �,� � ,�,« ..�,, � ..... ... ...... ,,,, �,.,,.,��,� FDOT DESIGN STANDAROS 1013 DIINATION NOTES v I I� � I��.a�� u[� � a.rr.. �ryu . � ..�� ......n. r.u� r ..v ...� n��'vi��i . t. . r i .. .a., , n tu�m,y.n ML7LTILANE, WORK NEAR INTERSCCTIQD7 MEU�AN OH VUT3IDL LANIS }R}R��'' ar3xv Q eon �q 3 OVOe °I ,� C� ¢ W � t � v C � a � —". __._ ..... .. . . . .. . ... . . ... . . O � ..'"'_. —" . G� s�� ..� _ __.. � T.. ...... ... . .. _.. ..— _...... �,: s4 •1� �� • • � ... _— V � � � ' .-- :. � r'�' I x._.__ ._.. �..�s o a a a1 �o -�� _ Q1 �.,: n _ ._� -- � ..�__ ,.. ii ii � I' _� •ow _ � � � � � — �— — - � _ _., _ � W .. M..� •� • • •' b • • �� %�� . �' _ _" _"_ 0 0 1(a I M:1;� � v m� �_ � .._ __.'� .� F � � �'— A� 11 , R0�0 ' � � . ��:., SM"'v ,. 1p1U " . wC/�0 ,� , � w. �.�Ln I•I ; I� 1, ��..i ii " E �wt � RO�D _ .._._ �� SPEEUING iINES � STO i -, ��0 • OWBLED { �y M�E�N IIOP�EHS } n1kW -- acscar . ,�. , ,i , M� ,a r �'�� . .rc� 4 flIGHT LANE CLOSEO ON FAR SIDE OF MfNOA S10ESTRER 616 I �'oE� I �iiniios�y �w,�.�.�,w. � t115lANCE BEiWEEN �5(GN5 ,�.N ,�.�,f ,;,, i..,.,.•i:��. _'- Sx .s.�. . .. � Mhp \�.- .. ;.qi .v �� _ .w. . . ,�r �n � ••• � 1 - ' '(' I I I I�a*� � w. i� aow .on. - SPEEDIhG FIMES� C �O �� _ OW&.[D �� I �1 �EN �ORRENS � / �� * PPCSCNi F 0 3 n rv � < � � w w U N N W g � n a � � � � I r r vn� �' WJO!/t. 3 u ;� a,��.�. a° {� LFF7 LANE CCOSED ON FAA SfDE OF MINON oru.r SIDESTNEET NfSTRICTEO TURNING MOVEMFNTS � �Q d . ... .. . . . ... . ... __ __ FS a p . ..� G • __. ..--: ._... _-__:. - _ _ __ T�••_.. • -- - `J' — • - --- � _ � � •• � �. D 6 6 D � � ' � ... � � .. � n . :�,. .Z t�. Hn •Wli . . . 'I' ' i".- �..' . '. . ` .. .. W �t -� tEfTtnxE �' f� fNE�D . .. � MU$T 1 MuW oia� ...i.— ..._.. a .- � 111NNlEFi 5lYFV�N�. 41NE5 �� H �� DOUBIED � I � ObA� �+N wrt o eNEM tion cxs PIIESENI ... ... IANE CLOSFD ON FAR 51Dt pF 1NT[qSFCTION TURNING MOVEMfNTS AtIOWfD LEFT IOOX DRAWINGS _ l� �_ .. .. _ — �� FDOT DES/GN ST 2013 C 1009. DRAWINGS B 90� DRAWINGS � � � � A,607. DRAWINCS � ao�e i rh�' c �crµ � 1 e.. . . .. u....��n� o.�a.o.�� nv��. '•M1/n�Nrtr�• ww. . nM , XH 7ab/e II Taper t<�r�yll� - M�•ryi� f12' Late�a� Trans�tionl I+� I ` iNe i ,�Jf u � � • i• . .M inu . '�,.. SN�ft ML71.TdLANE, WORK NCAR IN"CIiRtiLCT10�1 �.o ,r MEDHAIQ OR IIUTSiDN I,ANH 616 3 - � •v `�� ,` �� CITY OF CLEARMATER FIARIDA -- - JRS li/JO/11 ENGINEERINC OFPARTMENT JRS B/1/12 �' � a 10o s Myrtte Ave r JRS �5/9/12 ',i�.— � Cleer+eler, FI �3768 q �r o�rt i�4 � �.n arsr.wcc nerw�rN srcNs f AI�H.., rl lable 7 F.v yj � n/ �. P l � l. � i � i SYH ar vn�.�a ��W.r a .vw�n _ 4� �' .. , � 1_��'_�—M I '��9 ..___.. _._.__.__..�. Tuble !f Ilriir � Tapei Lenqth - Merge � �� (17' Latera/ T�ansltlon) OIWI 1 _— — __ r nni nu m �' � mo _ _. .. _. . .,. - �-, c-- �e . � m � ,. r.r� � �� . __ _. . � .._ _.. ___ .. � ._._ b b � n a a u o � -. ,.,.,. .,, ,,.. .,: ,� .� ,M � . „ , , ,� s ,..,,,,.. I_ - -- - . -- -; :.. . N01� ...� � r. \ Cu0 �ON4 liC 0 � T� ; NIINt � t POOD IqRM . , � ; Iw.QT �� ' l IHH{SF � " '"'-"— — 1111 , FWp SPECOING fIH(.5 �� OfNBiED NRA� OxEN NOP�tENS PFFSENI R/G/iT LANE CLOSEU ON F�N 5lOE Of 7NTERSEGTION �- WITH SIGNIFICANT RIGMT TUNNING MOVEMENTS 1 r n`MN I�, vre Mtrf ro a vn n � rr 4 . . rrV� •e�N. n�.. . . , � i. Y � �u. � DESIGN STANDA/iOSI WIULTILAI�H, WORK NG.9R %VTERBECTION I'"�" I sx�Er 2013 :NLDIAN OR OUTSSUH I.ANL 616 2 WATER TREATMENT PLANT N0. 2- CONTRACT y2: RAW WATER TKANSMISSION MAIN US19 CROSSING PROJECT MAINTENANCE OF TRAFFIC `\`,`1\'ll'///��// �� HAND��F ��ii . `\`��¢G�NS E * //i �N� W= �� , � , � � �� ' O� , � �� _ .... � � � ! % � 4 ' '� ,� �i��`/ �� \ / ` //� ,�`�/ F�OF,\�.' (`��\ ��' f'��E _ fi ; �a�.\\ �. ;.: � iA� P'��L�ri G:wda Cww»"r, an iia.xcn � au� o�auE�� rc /�?rii ..... o�rz-...... I � . , � , • • Call FDOT Construction Pro� ect � 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 b e 1 coordinated and approved by the FDOT 1 Proj ect Administrator: 1 � � Joe Blasewitz 727-530-7600 Pinellas Permits Offiice C727) 570-5101 1 Permit # 2o12-H-�99-244 i FPN 25688i-1-52-oi 15 040 00o SR 60 1 City of Clearwater � Permittee shall noti TMC �(8i3) 6i5-8657 of the exact time f3' � any lane closure begins and a second phone call when the lane closure is removed. 1 1 1 � � RULE s4-46 I STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 710-010•85 UTILITY PERMIT occ"o'�eno r � , � � ' � � i� , � '� � , � '� � ' ' ' PERMIT NO.: �`L,-�-[�'��'j -��-( � SECTION NO.: �l� � ��. STATE ROAD 60 COUNTY PineUas FDOT construction is proposed or underway. ❑ Yes '� No Financial ProJect ID: Is this work related to an approved Utility Work Schedule? ❑ Yes � No If yes, Document Number: PERMITTEE: City of Cleanaater ADDRESS: 100 S. Myrtle Avenue TELEPHONE NUMBER: {727) 562 - 4750 CITY/STATEtZIP: Clearn�ater, Florida33756 �� i'- ��( The above PERMITTEE requests permission from the State of Florida Department of Transportatfon, herelnafte� called the FDOT, to construct, operate and malntain the foilowing: See Attachment L ��c' nf L- `' c�� -' �r"� � i'� t'�- �'"'"`� `��'� �' �� S � �`-' ��' ��'— ;4,t�' 1�.C.4.-,L iLfr;'j �c��Z�t� t r' `-�+r='l C `1c. ('Y, ti l..t, FROM: See Attachment 1. TO: See Attachment 1. Submitted for the PERMITTEE by: Contact Infonnation Name and Company AddresslTelephonelE-Mail (if applicable) Signature Date (Typed or Pr(nted Legibly► 7650 West Courtney Campbell Causeway, Tampa FI Bozhidar V. Handjiev, P.E. 33607 ��,, �� l9/1 L URS Corporation phone: 813-636-2177, bozho.handjiev@urs.com 1. The Pennittee 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 S�otember 14. 2012 to the following utilities known to be involved or potentially impacted in the area of the proposed lnstallation: pSQgress ��,a,... ;,'�rizon Brighthouse Knoloav Cleanraater Gas Ftorida Gas Transmission Pinellas County Uttlifies 2. The local Maintenance or Resident Engineer, hereafter referred to as the FDOT Engineer, shall be notifred a mtnimum offorty e�ght (48) hours in advance prior to starting wo�lc and again immediately upon completion of work. The FDOT's Engineer is Brian A Bennett P E located at 5211 Ulmerton Road Cieatwater FL , Telephone Number 727-570-5101 The Permittee's employee responsible for MOT is "TF, ►) 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 instailations shall coniorm to the requirements of the FDOT's UAM in effect as of the date this petmit is approved by FOOT, 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 Thic Parr�itfwa chall �nmmgn� acF��at cnnctriir_.iinn in nnn�1 faith within 1A(1 days aker issuance of permit, and shaii 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 peRnit 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 properry 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 Utiiity Agreements. 8. Pursuant to Section 337.403, Florida Statutes, any utility placed upon, under, over, or along any public road or publiciy owned rail corridor that is found by FDOT to be unreasonably interfering in any way with the convenfent, 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 utitity 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 ali successors and assigns for the permitted faciliry. 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 Permittee will coordinate wifh 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 FDOT's contractor, defend any legal claims of the FDOT's contractor due to delays caused by the Penr►ittee's failure to comply with the approved schedule, and shall comply with all provisions of the law and the FDOT's current UAM. The Perrnittee shall not be responsible for delay beyond its control. 10. In the case of non-compliance with the FOOT'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 R/W at no cost to the FDOT, except for reimbursement rights set forth ln previously executed subo�dination and Railroad Utility Agreements. This provision shail not Iimit the authority of lhe FDOT under Pt; ra h 8 of this Permit. 11. It is understood and agreed that the rights and privileges herein set out are granted oniy to th�1�� , le and interest in the land to be entered upon and used by the Permittee, and the Permiitee will, at all times, and to the exten p I risk of and indemnify, defend, and save harmless the State of Florida and the FDOT from and against any and all loss, damage, �qpjpt e1cpe�se a s ng in any manner on account of the exercise or attempted exercises by said Permittee of the aforesaid rights and privileges. �r1UY 1 � 12. During construciion, all safety regulations of the FDOT shall be observed and the Permittee must take meas es, n�ding placing and the display otsafety devices that may be necessary in order to safely conduct the public through the project are�j�i,�c�pr11��N the Federal MUTCD, as amended by the UAM. YtLLA TENANCE 13. Should the Perrnittee be desirous of keeping its utilities in place and out of service, the Permittee, by execution of this permit acknowledges its present and cont(nuing ownershfp of its utilities located between GQQ above ' 14. 15. � and within the FDOT's WW 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. In the event contaminated soil is encountered by the Permittee or anyone within the permitted construction limits, the Permittee shall immediately cease woric and notify the FDOT The FDOT shall notify the Permftee of any suspension or revocation of the permit to allow contamination assessment and remediation. Said suspension or revocation shall remain in effect until othervvise notified by FDOT For any excavation, construction, maintenance, or support activities performed by or on beha(f ofthe FDOT, within its R/W, the Permittee may be required by the FDOT or its agents to perform the foilowing activities with respect to a Permittee's facilities: physically expose ordirect exposure of underground facilities, Page 1 of 2 � RULE '4�6 STATE OF FLORIDA DEf'ARTME�T Of TRANSPORTATION UTILITY PERMIT 7 i0-010-85 UTILITIES OGC - OBI10 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 FD07 may iniiiate injunctive proceedings as provided in s.120.69 to enforce provisions of this subsection or any rule or order issued orentered 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 shail, at his or her own expense. restore the road or pubiicly 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. Speciai FDOT instructions: � 1 � ��=j�t 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 permii, the Permittee acknowledges responsibility to compiy with Section 119.07, Flo�ida 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? 1E]NO ❑ YES If Yes, pages are attached. I` � � 1 ' , 1 PERMtTTEE Robert Fahey, P.E. / Engineer Utility Manager SIGNATURE � � � DATE: 1�_�_ 1 Z' Name & Title of Authonzed Permittee or Agent (Typed r Printed Legibly) � tSSUE APPROVED BY:� � ,�, lij' i/ Q�--r DATE: Z� District Maintenance Engineer or Designee . UTILITY PERMIT FINAL IIVSPECTION CER7IFICATION DATE: DATE WORK STARTED: DATE WORK COMPLETED: INSPECTED BY: (Permittee or Agent) CHANGE APPROVED BY: DA7E: Distrtct Matntenance Engineer or Designee I the undersigned Permittee do hereby CERTfFY that the uti{ity construction approved by the above numbered permit was inspected and instailed 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. 1 also certify that the work area has been left in as good or better condition than when the work was begun. PERMITTEE: I SIGNATURE: I DATE: & Title of Authottzed Permittee or or Printed CC: District Permit Office Permittee Page 2 of 2 � � � , , � ' � ' , , ATTACHMENT 1 � ' 1. Parallel construction of a 6" ductile iron potable water main running across the Home � Depot entrance at the intersection of SR90 with Old Coachman Rd. Canstruction of an 8" PVC potable water main running between Druid Rd and SR60 in the Progress Energy , easement and connecting to the proposed 6" water main. The pipes will be installed in the FDOT right-of-way via open cut. ' The proposed work is shown on Sheet C62 and Sheet C63 and is located at the south end of the intersection of SR60 with Old Coachman Rd across the Home Depot entrance. The � total length of the 6"ductile iron pipe in the S.R. 60 right-of-way is approximately 120 feet. The total length of the 8"PVC pipe in the S.R. 60 right-of-way is approximately 40 ' feet. � Please refer all questions and comments regarding this permit application to: Bozhidar V. Handjiev, P.E. ' URS Corporation 7650 W. Courtney Campbell Causeway Waterford Plaza, Suite ?00 � Tampa, Florida 33607-1462 Direct Line: S 13-636-2177 ' E-Mail: bozho.handjiev@urs.com , � ' , ' City of Clearwater Water Treatment Plant No2 — Contract 3: 90% Raw Water Transmission Main US 19 Crossing Project � November 2012 1 FDOT Permit 2012-H-799-244 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. ' � L� 0 � ' ' ' ' , �j i� ' F.D.O.'T". R�QUIR�MEI`ITS P�RMIT'TEE MUST COMPLY WITH TH� FOLLOWING 7'he Pinellas Nlaintcnance Of�ce must be notiticd 48 hours in advxt�ce of starting wark in the I+.U.O."1'. ri�;ht-of-wny. Ph. 727 57d-5101. 'JfF�i�(�.: ��"hcn irastaliii�=� na�iliiplc co�9t�uit i'sta�:, u4� ��s��aa�^, �� a�fi�r�� i� ie�€�.��ilctl tta Ir�, E��uc�l ��i� sul:! t�a ,u�rutlzct� totiliti coi��y��s�,�, ttie sei�.i� �es.re f�� nc�� :��t��t »I�t;Gxra ,in ;s�;6�r;a��i ��ei �nit f��irn Tlj�� 1)s�9�:u�t¢�t�ao�t r�r��1r !�� s�cct��iar�i��. ltet�<�r tu t�i�`lil�l�.:�.'�1' ��:'�'�i. Dig�in� witl�uut knowint; where it's s��ic to �lig can cause lren�en�ious da�nage, a1'fectin�; yc�ur elcctric, telephone, c�ble television; tvater, se�;�. r aucl gas servicc outage, ��r even loss of life! If yc�u're doing any digging within the state <>f Fl�>rida, state la«r requires you tt� uotify Sunshine State One Call of Plorida (SSOC(:)I�) l�vo business days before you dig. 1-800-432-4770 Tl�is is a fi�ee service to hel� keep Florida safic! http .//ca l lsunsh i n e. comlcor�/ i n dex. htm l It is tl�c resp�,�usibility of the permittee tu deter�7�ine aild compJy �vith all counly and municipal ordinances that relate t�� tl�e constn�ctioii or �ther a�tivity as described on thi5 perinit. Some orciinanc�s are more stringent Qlaii t'h� Depar�m�nt of Ti'anspi�rtation rcquircnienls. All construction andior �naintcnance of utility e��uipment located in t1�e F�.D.U."I'. Riglit-�f�-Way must � conform to the Federal Manual on Uniform Traftic Control De��ices (MUTCD), the F.D.D.T. roadtivay aiid traffic design standards aiid thc standard sp�.ciflcation� for road and briclge canstructiou. ' r � , , , r Certi{ied dens�ity reports ar� required ot1 all backfill «�ork �vithin shoulder �oints uf roadway and iliust be subinit�ted tu t1i� T.D.O."I'., Pinellas MaiiiCenancc (��t�fice. I'his Permit does not authuriie the consCructiou of any new sidewalk or drainage conucciions in the h'.1).O.T, right-of-way. .A a�py of tliis approved permit, inclucling <tll plans, inust be maintainc:d on thc job sit� bcfore ��c�rk commences in the l�'.D.O."f�. right-of-way a�ld must be ivade available duriug constructioivinainte�lance. NOTL: Any sidewalk disttirbed will be re�laced 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 oi'any r�ad on the state primary, county road, c�r city street system, for a period of tune excceding two hours, the party perfi�rming such work wiU he responsible to give notice to the appropriate local law enlorcement a�;ency wliich has jurisdictic�►�, �vhere such road is located, prior to corrunencmg work on this projcct. 335.15 F.S. 7/Fifi; 336.07 F.S. 7/86. 1) F.D.O.T. IJTILITY PERMIT # 2012-H-799-242 #19 SPI�CIAL INS1'RUC'I'IONS: NO LAIYF', CLOSUiZES ARE ALLOWED WITHOUT 48 HR. NOTIFICA'fION AND PRIOR APPROVAL BY THE F.D.O.T. 1NSPECTOR. 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 OP 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 TI-IE F.D.O.T. INSPECTOR UPON 48 HR. WORK START NOTIFICATION. O17.1�(;I�_ it��'.�3.3�:(��1�l1'i•�. 5�r�F:E�1"�'1�::,�15 ��11;5�i� i31�;�tit)?�\ ��"b �l1. i'i,'25{�`+;v i��t)I.: a.t) t1 1�l1� �! 6[�� :'s�.a2��i i it HII.R��. i�� 'l'11 f�: S"1� 11�1�: R{t;l� 1�- +li�-�� :��. 5) ROADWAY ItES'1'OK��7`ION V'�'lLL U'1'lLl'/,H; 100 PSI r�7�CAV:17'1131,h� kLOWAI3L1�; FII.1..1NU asph�lt pl�ced witlii►t the State Right ot' �Vay shall be placed "F�ill i)eNth", (2) 3" lifts of Sl' 12.5, (2) 2" lifts of SP 9.5, Typical sections �vill need to be pro��ided �vithin the plans for tl�e paveuieut plaee�r�eut. 1�lILL AVD KEti�RFACE TI�iF� ROADt�"AY 50 FEET �I"I'��IER SID� OF'f��IE CENTER I,INF: OF 7 Hl� ASPHAI;T P:'�TCN 28 DAY"S AF'T'ER I\'S'I'�1I.I.A"CION 6) THE CONTRACTOR SHALL HAVE A RESPONSIBLE PERSON AVAILABLE AT OR REASONABLY NEAR THE WORK SI1'E 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 1NGRESS/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) 9) 10) ALL SIDEWALK CURB RAMPS SHALL HAVE DETECTABLE WARNING SURFACES (TRLTNCATED DOMES) AS PER FDOT STANDAR.D SPECIFICATIONS 527 & STANDARD INDEX 304. AN�' DISTURBED ARE.� IN I DOT ROW SHALL BE EZESTORED TO EQLJAL OR I3ETTER T�HAN "i�HF PRE-EXIS�TING CONDI�'ION. SOD ADJACENT TO SIDEWALK SHALL BE PLACED FLUSH WITH THE TOP OF THE SIDEWALK. H:\PF:RMI'I'S\NEW 1NSERTS\OPEN CUT &r. BORE INSERT-I.DOC ' , ' �1) , ' , ' , � � , � , 12) �.U.O.T. �UTI�LITY PERMIT # 2012-H-799-244 #19 SPECIAL INSTRUCTIONS: CON7INUED STOCK PILING OF MATERIALS IN THE RIGHT OF WAY IS• NOT ALLOWED. ALL BORE AND RECEIVE PITS ARE TO BE SHEETED, BRACED OR PROPERLY SLOPED AS NEEDED. 13) A SUBSURFACE SOIL AND DRAINAGE REPORT IS REQUIRF.D ON BORES INVOLViNC� 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 INCIIES. MAINTAIN A MINIMUM OF 24INCHE5 CLEARANCE FROM OTHER UTILITIES AND STORM DRAIN STRUCTURES. PRE-REAMING MUST BE IMPLEMENTED PRIOR TO PULLBACK. 15) 16) ALL DIRECTIONAL BORES MUST BE SCHEDULED AND PERFORMED AS A CONTINUOUS OPERATION UNTIL COMPLETE. THE LOCAL GOVERNMENT MUST HAVE A REPRESENTATIVE ON SITE AT ALL TIMES WHILE BORING OPERATIONS ARE IN PROGR�SS IN THE STATE RIGHT OF WAY. 1'7) 1F 1'HE BC1RE OYERA"CION IS I)1?E:141�;1) UiVSUC:'SF.S:iFUI, BY'1'HE F.DA.`l'. AREA MAIItTENANCE ENGINEER,TIi� PROPOSED UTILITY V4'ILL BE GROUT�D AND ABANDO!�tED. TII� FOLLO«'[NG ARE GXANIPLES BUT NO'i� LIA•11'TEll TO, MECHANICAL �'AILG�KE YREVF,i�7'ING'1'HE CnNIYI,E'['[ON OF THF: YI�C.I.I3ACK lN A TIMELY MAV�'I�:R, INIPASSABI,E QBS'1'EiUC'CiON, SE; L"1'1.E1�1r:N'I' OR HEAVING OF 'I'NF, STATE ROAU. 18) 19) THE PERMITTEE WILL TAKE ALL MAINTENANCE RESPONSIBILITIES FOR A PERIOD OF ONE YEAR AFTER COMPLETION OF CONSTRUCTION. NO WORK SHALL BE PERFORMED DURING THE WEEKS OF ANY STATE OR FEDERAI, HOLIDAYS. ' 20) FC)R WOItK NO"1.' INVOI,VINC L:1NE Cl,nSI:IiN.S, YERNII'1"'1'F..E & CONTRACI'OI2 SNA1.1, FOLLOW TIi� STriNDARD WORK SCFI�DULE OF MOVDAY THROU(G�I I'RIDAY 7:00 AM - 5:30 P�1 W'I�iLE WORKINC R'iTiltN T[if: STATE RIGIIT OF WAY UNLESS OTHER WiSE ' NO'1'F.0 WI'I'HIN `t'HE P�;RMTf. DEVEA7'IONS SHAI:.L BF, REQC'ES'1'EI) B1''1'HF: PN:R�IIT'I'EE IN WRITIN[: W'1TH JUS'I'1FICA"C[ONS IN AUVANCF: OF THE PROPOS[;D CI�AI�IGE. � ' ' , THE DEPARTMENT OF TRANSPORTATION RESERVES THE 12ICHT TO MAKE ADJUSTMENTS TO ANY PERMITTED METHOD OF INSTALLAT[ON, SCOPE, RESTORATION AND PUBLIC SAFETY THA1' ARISE DUE TO UNFORSEEN CONDITIONS DURING CONSTRUCTION. H:\PERM[TS\NEW INSERTSIOPEN CUT & BORE INSERT-I.DOC F.D.4.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 REQUIltEMENTS, ARE SUBJECT TO CHANGE V�ITHOUT 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. T�MPORARY STORAGE OF CONSTRUCTION EQUIPMENT AND MATERIALS (I.E., POLES, CABLE, PII'E, ETC.), TO BE USED IN THE CONSTRUCTION/MAINTENANCE OF THE UTILITY, IS PROHIBITED 1N 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 MUNICII'AL 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 1NTRODUCED TO DEPARTMENT OWNED DR.AINAGE 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 & t30RE INSERT-LDOC � ' CI ' [ _J � i� r� � II � ' � r r l_ _! �I �� J ' � � ' ' ' ' ' , ' ' � � , � ' ' , � , �. � Photo 1— Sta 262+40 from Sheet C63. This is on SR60 at the southeast corner of the intersection with Old Coachman Rd, looking east. All work will be executed on the south side of SR60. City of Clearwater Water Treatment Plant No.2 — Contract 3: 90% Raw Water Transmission Main US 19 Crossing Project November 2012 2 �` � �� _, a� � R" +� , • �� :�� iv,, ... . �. �i � .. �, iu' ': '1 � • � . i •.��! x a� �`� � � '� ' .: t .... A 1�' , i J2s .� � ' � :� i .4� j �, r�'+t' Photo 2— Sta 261+50 from Sheet C63. This is on SK60 at the southwest corner af the intersection with Old Coachman Rd, looking east. All work will be executed on the south side of SR60. City of Clearwater Water Treatment Plant No.2 — Contract 3: 90% Raw Water Transmission Main US 19 Crossing Project November 2012 3 , ' 1 1 1 ' � � 1 1 i ' , � ' � � � , �� 1 9a� � � �� AGEME% � �. a � ��l • ,� • ` o r o , �� i � � -� •�`�`_ . r, _ ,�� • � /,% � :' . � . � a 11AJi�'tt � O .i; � : LL � } � U _ r � T � � � � ` �_ � En ineerin Department g g 100 S. Myrtle Avenue, Clearwater, I= lorida 33756 '/��/!/I.�y�I�— �'� �� r� �� /` S �'j = �� ` , ,�I� � n � � �+ � Q�� =9� O �� __�� ►�i -. 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Cretekos Mayor Seat 1 Doreen Hock-DiPolito CounciUnember 5eat 2 ay Polglaze Councilmember Seat 3 ill onson Councilmember Seat 4 Pa F. Gibson Counc�member Seat 5 William B. Horne II City Manager Tracy Mercer Public Utilities Director Michael D. Quillen, P.E. 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' . :�. � [XISfw. t0 wAf[n �w+ 1 ' . > i PROGRESS �z�w ena. � � s�, . � sti[ oiwr+c cex �pe i. � �'' cantln[v ro } � p' �� d ocson or r.�n� w+� '�:nov` `''�"c ""'°' """ y zsza � E ' ffi O�+IE DEPOT � �� ENERGY TRAIL ,• „� . ,�, I i ° �� ;�� BNTRANCE �l ; _., � , • .� �w,. r wc I_ � _ w�� i SEE Of�l!N�rvG C62 F�OR DE5�Cn OF 8' WM _ -.. . _ - I _ — - --- - -- __ _ _ _..� _._ _.� __ _..._m_�_ _.� �� . �� . _... .. . . . ___.... ...... .. _ . .._ .. .. . . . ...... . ....__... _._._. a- b a/�e++ Y` �•.s' ieoucer a�J�+ r auE vkYc su aiwn�c cn raR ocao� or a• �w�w � . oas'"'c we+oc Qwae c� or !�rci __.._.. _ _ _ ; _ _ __ _.... �• a• earc � orlwu � w tv�cs ' iroa ��r _s _... � _ ,_ _ . � _ _ __ .r _ __ _ _ __ W , _ ... . _ _ _ , _.,... ... --------�.� _,---j--_—_ �� , � - - -- _ _ _ _ _- � •wvwc r� r cwr�t _ _ -- �...� . awc � - \ ` � G M [ 1.'_'_ ..._ .. . 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PO]EO2s 11 l2 _ J[i5 .o� $ C: t00x OtiAMHNG5 �RS n/wi�: • 6HGINP.BRINC D6PARTYEHT � RAW WA't'ER 7'RANSMISSION MAIN LXI'ANSION PROJECT ��---�- N . .. . ... . ' . -.. ._._ . .... .. ... .. . _,... �.._.._.. . A i� mYO F. O�Od R Mt �Y�. _ __._ _ �aem �,= a: gmc or+�Mntics dRS E/31Ji2 � �oo e. r�.w .,. � ' f0Y0-0°.---_. _..�___ �ti� oev-- _ �.„ _ _ -- — = c�..T..�. n aroe ; • GULF_ TO HAY (SR-60) PLAN AND PROFILE ,,,1O1�,a, — -` --- — � waox auw�HCS �RS n/W�� ,. . -.�w.,,-,�.,- ICTn 95aa9m m� cme 7RF��nI � -- � f � N n � 3 � 0 � Y � RECORO .� o � P � Y ° a° ��;_ _�,� orop ut u1 Firivea S' 1" r1I .. 1..7�2'�7 Weo�;nq Surlace � � � �� 0 � � � - Boso .� �___�..r`C moactoa---- � 1" � 5 bg oda."__ �,- � STRAIGHT CUR� �'--��-- - BocM or Cum --� ��Conntrucbon Sy metr:coi AGaut Drneway � � . t roce o+ -. � . weor�na Curo .", r+eco .3' fRANS�T�ON A1 pRIVES NO1ES� j�'j" 1. Thnro shpu Ik o a/Z' neal iolnt Cetne�� '� no�a or ��.n a�d dr��o.oy. 2. Canu�ete �.n [urb� enaii De 300� p��, r�th �- � � Der menr .e�nforclnq. t-i- 4 0+9R ot NI �rnee ?'R 6� 1� Wea�:nq .. }'R 5url�co �• , .. � ' i P S/t'R _ ' . � � y e + � BoeC �_. 74" .. "� CO i�ctetl T�:in-�r-rnmm Subg.aae �' oi nn t� o f,�p at �.. , Ca�ve> -� NI 0 vee . Wearmg .` a o�, 103 Su�acs � E ;` Weoriny J/4'R � �I2 c°ni ` a A '�� $V�fOC4 V� Vor�ee un � � S�ope �/�" oer Foot NpTF.S: ` �f P �/ �. M � � " � �".�� Soe Indar No, f01 a Boae �1 � m " Aa f+olfc oncrote `! y 4 �.��{ / � I/ f �� --�-�`-�-'-� j 1 Yavemenl mOtnr��n Ontl tn�cMn<�s. � `�y_----- + �. / antl �aee matanafa ond N�cYneaa i id` -" -��--- -- �T. � ti' 12� IZ� �- -'~�� w�lf De taSCd � ontit�ucto� C�uwi� Compoc�[E SuEq�ade C umpoctetl � �'� �� S tr0f06E � unC �r�ope f th e�k �,��,��' �'�.-r- � � %'/�:Ti:�/%�1%l%��`�/ -T (" — _..._ —_ _ �---�,� �— \�j\//\%/�y •C�/.\��\�\\�1 I ease co nq stae;i�:ea campacted :�ng,_e� • sA� �� cro u oM�9„ ro. ��-n NOTES�. \ft/� -" w �n raqu ra IyOe cand Inne r�dlh.. MUDIFICC) CUH6 i. incra snon oe o t/7' VAIIFY CUTTrR CURB 7 AN� 3��NE RQA�� NOtE � �v,�c...-. I _ __'_'_' _ _�__ eo� jolnl betw e . bo<. - �- � ---� -�--- o ` - --------...._i._ . n .,�. ��.7 . y�. .-,a , �au.,y .�. . . .:. � •" ,� c �� .: �y c . p o� lne V t xt,al m�lcn ene i pn at I� � �_ H 2 l,o ete �n rb ha�+ 4 t (. ths ctljacoN oo e ant n e tne thi Y �, oi u�e fip 1 ya. ._ I ��1� Oe 3W0 pel itn fi6er . �_y��^p q> w i� anoi� oe 6'. � ieas ulM<�w'ec nnow� on��io�a �nn� m a c,np. / Oule�de � � esn r mta 8' 9'�� ° tne�oo Lona �,anen var es ° a° Woa;nq 3%4'R _ i.ane Vanea � Q�j Surlace �\ Weor;nQ " Stopp 1��" Dp. Faot iYPE- I CURI3 \ � _ � Sortoee �tie oner S op c J/ B" per F u, t I 5�e '�nho�. No 7C' /��\� � A a ^� " ' p � - �_ry_ �.�_.. _. f� I �'} Bor • � 1 r �� ° — ' -� ..__._ . .. �� o� ��,� ' � , . 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Patcn W�� M type '�-� rWn o�fw�M��HNE ___._.._ � �'afcn -- �� M yyi and MnuNx� t�U r10N af �lml on 1.7" (6� Y��n - -" q�qac� Bor � onsn�nal In�b�bGOr� IW 1MC�� /_'I � � 1 Reqeumw�l Oawr .�:.nm wu a pyro�wE by tM1e EnpinN� pr CHy 1e�nen iG H mw pun� rnnin m o Gulinp Cencn�� r,.�cn s:a r_n.w.ti.. m �� r-e' w��u w..<..a. o��mi qo.. e'. m.� �-a' ASPHALT STREE7 ANO pRNEWAY REPIACEMENi REOUiRED FOR CONCRE?E REPIACEMENT REOU�REC� UtiliT'� CONSTRUCTIOtr F`Ok UtR�1' CONS7RUCtiON ea STRE`E? AN[� �RJvEwAY RFP�,ACEMc.NT f�QR ��R.�?�__8c .A�PHAsTI��N�R�TE_S�RFA�� cm iNOtx r.o ia: � or �. H.TS ' ��. c,n a awrart�. nana �I YLM ��--�-� SFCT�ON A.�A Nwww� ve��GA�e, [�ro i.ri�on w IttM� 101 l—� �.s�.._� � 5EC7�On ��- E� �_»...' _ . .--}I �--��111------ iI/�- ...... 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SECT�ON A-r� r..`«��. r� e.....w. - �r •: r w� in: ee :d �ae � r c�'nco c}+�. �.n�.r��rn+uh.wvn�an+«r.�.r..�v �S�MEiRIC VIEW tn..kwo �•r+.. ...� «.�.n w i�w..�v w..� � Mai �m ..�»a x, cac. wwn � Fwnow w+YM� G.rp mE Rpbc� w Pal 01 SyNp� qprry�. i riw �V K�� w iw r�*��r n M'w�� ♦ C —"--_" ° �/ dlRlt dROV CUIPO i��4urM Su�ioc+ � �...�. ��M M ��W M�� \ 1NMI9PpM �IFB 7R�NAlTIpY `;r:r ir;w� .n�.n ...k w.� a r. a. \ ?. r•.�ww sniu. �`��.�g-��M'K � lu�r.rw wr �. m N.x� � s�.w� ti. ` •� Mn� 4op. s' � OnwY �a1w p w�� Yr• 1wM � _-- IT. 1 Y�% � �.w n....0 �rn » r u+�.. r. rna�o � ��.wnt ..��Q�ri�� a w.cLi �T — — — — • SECTlON B-B ♦ flry� IM Mn � Irl► w�1w 1�W� Y��►'U ^M r '�� . w��oi �.�r.�n � neM1 owiw *wa SCC TION A- A ELEYA:T!�� . � ��.�..�..+e,. �o�o,• �°n�u1O�..tM w�r v°�mi oi�a°eS�i�i..�c�cw.4mr s�auaa TYPICAL SIDEWALK = R s�a, H,,, , r�u: Surtors, Tatur�e to oOpU Mat GcrUn 7 i YPILAL SIDEWALK C;ONS1Rl1CT10N & RAMP C}E T'AIL �R� T ° ��°�'�y,,,.,� i,,,q a„�n.,�„ c�„r«mo,o..ia R.w�.m.��. e� ro8� � ^ �- - -- _---- ---- CI7�' tNDE% NO 104�. � 0� 7 R�p�pr q�p Treflk Ca�qn Stv�OOW, GtaY JP1p Ywt N�cw�1 Mo011ko1bn�. __ a.f S cm a c�euiw�ru, naiw P Y 1' A \ t , tm a e�eMw�ra. nanw ' e�oa�er�a+e oa.utr[rrt as�y�[k � �,`y' /� cwaianun ar�m �---�---- rw�.. rnicu socw�u $ ♦ � ,........,� •_l_!r �i 'r'�.^ 7mcu. wtwax .. a`iw r R.. � w .. r `� ��• T i ; a�ae ar �r.�ms , I .�... °�.. `� � ce µ° � ; � ; ; vC �N , y .� ,.,� a� .�.�.. � .'d . iai G'�OOS ORAWING'�. —y�r-� 8:901L DfUN'iNCS A:60S DRAWINCS —�� r� cm or c�rrm�not nnxms �p ENGtNEBRING DEPAR7YENT �e � �00 9. Yyrlle A�+ ci.wr..w, n a�ee �� SFCTiON A-A Mama ipe i C«ro S�cUan Sr inq�v I0� �f -...� SF.�iT��H y"'t3 � �� C .�. . . 3— '—r corvcRE rE swn� e � ° '`°""'""'• D E T AI L � sECr�oN c4c � TYP ( CUR� qi} iHOEX N 0. 10(1; I OF I TS �rem.Aa+..e. s.er I � "__.,_..__ l)ni�.� Ot Da14WUntlty. _ �� PLAN NO�E: s„ofK< <�oy c��.«: wo�Q.a to Ir� u �y h u Ip�• . tb�• =*' S .m� . o. Q� .. .. • ' ' WATER TREATDdENT PLANT N0. 2- CONTRACT �3: "" :*� RAW WATER TftAN5MIS510N b1AIN EXPANSION PROJECT � i � � '"..il?' ��•°` CIVIL DETAliS r��'Y+�O'yyi�l�+. ... ' a,o.�e ,.. �� m or a[.nr�rt�. nuna. CMCIME[11MC DCVAItfY[IR 41'1NCRCIE SWAtL e!"$ p(IAR r¢ ��''a ?1'PC Q)ktl �a �� REi8S ENt31NEERINO, INC. R �o-�_�+� w�� vwc wn ..wrtw ��+w� �r.�avn �a aennur� on w�c. ra.a o auni.—r,� I�r� —.-,. tin # S � � � - ��, � � � s � 0 � � QveNaN ��ter m�te��ol 18� onoea toc A� ogg�eqnte 21 �O� ue.-..,rte� u� ngprcgawe :p � �. a�Q ,� N�co i�ny «rovPea ;tn / ° a • � � o�,om„v f-�e�„� ' 4� il" p- fl�te. T ' . oa ype Mntorial op � f f '4 �` � U�y U�racto0 CY [np�rteer, '- ' �' o °G M��ro'� :t0 N pr eppro.ed eq�ol. �0 °.�0 0 6 ' .+... } �". i,H r npgreqar ta� nc.tlronn no� oc oa_ °, ,�Nep� . p .;,.ed ..ne�_'�ts�!d¢r�._S.ccc'•saLsen.-� ,. �.:palE.�o• � tc �� n 9�t - cou,9 �a .�qiq o�a snnr ' - be a+�er �S or �ST,� �� /57 :a u+�atl, �t m�st '� ON WOO�QE O�E lC�tEM1QG :O i�lTO�C (�i�C�6. � Thr aqq�epote may be rtono, oiaq, m °`°�°e0 a`°�°' t.1NDERDRA�N � �u� ;wi� �-o,q�Qi s �� DETAIL ne �rer. ,.nnn. u.�;vea a�e �ocawby:. �j�i�.K h (,�)F< w�in compOCtatl bocMt�ilt. � ��.� � tl1r INDOI N0. ]1S. I OF ' Ni: RECORO ORAWINCS Q U d�i l ,. ��.! � r �,�� Vie , o�n� �o�ev, GorArc'�n p pa ahol; ba B� diometer rVC w�t� pe�fo�ot�ona do«o - 5� t.�nN.coi 5pec�ikotionn �0� tl6�0<<s C:�007[ ORAwINGS ---� 9:805 DRAkhNG4 -. _ __------__ � A'.BOS DRAW�NGS �IT-- t�TM a at.mr•m, rtoe�w NOrES cMauctMwO ocPMn[Ht �_ µ� p�qTERiALS, WORK av0 tES�NG SMAL� IAEE'T PiNELLAS CUUUIY SiANpARO SPCG�iGT16k5. UM F 'L. AS°W�LTIC PAV[MEM1T SNALL BF. TYPF SC-iT.S PROPOSED 1�ICNNE55 StiALL MATCN E%tSiING r-y--NA°S 0 iKeCKNESS B4Ji SWd,L Npt BE LESS ihuN t 5' FN pEPTH. EhT�RE n"'�DTH Of" ROADWAY SwAll BE _._... — .. M4LE0 ANU OvFRUr[p 3. TRENCM SMAt.I HE BACK�IItEO WITH 100 P51 f�OW�BLE �ILI Ta 80�ON 0� ASPNALT a. PavCSe[HT ftEPUCEMEt+t Srwt1 BE OL�TCRMir+[0 9'r TNE �pCAT�Orr �MO DE� OF TriC TRENCH. GONTRACIOR SWLLI ENOEAWR YO KEEP OPEN TRENCH WtOTH TO � 41NIMUM IN ORDER TO MINIMIZE IMPACTS AND RESiOMTiCNJ liMtT5 iNiTNiN PIN[ll,AS COUNNS RFCH7-OF-WAY, SEE PWVS. 5 CONTRACTp(7 SFW.L RE570RE G�VEMENT TO MATCN T}IE GMOES WwiCM E%15T[� PRIOR 10 CON5TRUCisON. ANY ADOITIONN, SURVEY NECESSARY TO ENSURE M�T TH�S REOUIREMENT IS A1E? SMAII � pERFORMED BV TNE CDNTRACT�OR AT HIS E%PENSE TYPICAL SECTIQN Ff}R ELEXIBLE PAV�M'tNT RESIORATION g WI?HIN PINEL�_AS COUNTY RIG�i7 -OF—WAY �C�4E� NiS � � 1� cm or cirax��re�t rtaam� �`,�. • ENGINEERIkG DEPARTYF77T �c. 10� 8 YyrU� Av�. — Clrrw�Ut. PI 11YG6 NoiG � �MNCHES IOCAtEO lMU[R PAYpACNf OR Wyip[ Try[ 2� a0tl11ZOM74. �0 �' KMt�CK SiAPE. pONNIIYYJ IIIOM IIOAOMAY SlIDWDCM dt TNC MCK OF wae um. r� sv��c �ra ro anrow a sue-c�uoc QR /NE 11161�0 SURfIiCE W 1MC fMflWKMCNT. AS µ9�NOPM1�1[ $W1(L BC CDYPkT[p 7p A ppJ517r or toos ws o�aco ev iwnro i-oo rt�nno c. T. iREr+CHES tAG7ID dJfS�W: OF ME 7 HOR29lrt.0 to t' VQ1nW SIOP[ 60MN11w1D nqu aMOwAr A1WlPfR 4R M B�CN Of CVMB NiD M'IKRC ND Vf.NRtiAAR tAJ3i1C 11YLL PASf bR7t TMC 1RDICNES. 81CK 11LL SHhtl BC COYIMCTCD TO � OtNy7Y /ippppl(Iy�7[1T CIXML TO M{T Sql AqNGCM TO TNC Tp(t6H gUT NOT ([35 n{AN OS PCRCENT pt T1g W�p� pQ�yTV �5 p[fpyWCO OV MS�q T-90 YC11N0-C. ). ALVIALCYCM 0� iNE 7�N'0 5URfKFS SNH1 OC MAOC irI ACCORONICf i0 MM.ICnB[L t.OGt RCGUtA��. U�511NC RMB 615E `��1itUlil/��, .�l� M • AC '�i `�``�\. � �;C E �� ,'Z'i� ` �'' ..` �, NS � O �: � >. t�`� .. ; �4, ; No. 582q,� : 7�0 � • �� ti � i� � ♦ �� ti� �`� �i � �y " "�.�� • .�'r- ; yyti�� ,`��1�\..• r.xrs�we r,�vevcwr �nmxe w�o[� WIN BGOON+G NtiCANL �[ NEOWIEO � � I �". '�'�' t]� TRENGH 3ACKFI�I� Q a�rA�� L7 - -� co(IwCr w 12 :AYCHS I - _i-----�- ,�.� 1 � OS7M>ACT�NI f N'ATER TREATb[ENT PLANT N0. 2- CONTRACT �3: RAM WA'fBR TRANSMLSSION MAtN EXPANSION PROJECT C[VIL DETAILS e' cac � � 40l.MAI.N b i CrMVtN 1 � '__...-�.�_._.._..__.._. — — `{'[d' WMM � VAR{ES (SEE PU.NS) 4 SIDEWAIK REPLACFMENT DETAi� _�% C/ REISS ENCiiNEERINO, INC. � n.��+we _ aaax - oa�sn�utnor� i. r,.c ..... n. �,a� .n.n n u,a. wn. __-__ 102006 I ]YA I 71U I 10� .�.� .a. aeis�ucv Cn diCn YW�6 0. WaOI �C. /}iR� wx 0 u 'a a a � O � � 3000 P51 2'�2'.6' Cone�etr ;�!' � Pad riih 6x8 W.W.�-r � t2' sa �""_� Compocted 3uoqroda. San No1e 7- S-'PiCCC MjuYCdDIC- YaMO BaK ) (NO Suestituts�) �� r Moln � �� ?-12G % IIOLM Miflf 2 �' e � � � . d (s« ��ae. � w2.`" b Sneet 7 or 5) o "-°-"i, � Wa�e, ,�a,� Ile�h Jant WIVaJ �pesValnlnq JOlnt N0T° IYPI AL VR V & pOX SETTING 1 MO RT: AKCNS nIIOMC� �_ �� _.h' c� rc+ocz �cc, wz; + or s � Hrs. cm or tu��wr�rt�, rwww t�o+icc�n�o ocrunu�wr �:eetrv'�mny Co.tat (ryp.)�� rnrua� tiewt.oin� (Tyo.) �� !� w k�. ir[s. � wu�Mao�+ a 5' s�wi. e[ pp NOT USE �OA � � REStNN�dD ON fACw qWi LEC. yEpTICAL 4Fi5E�5 I L. YtlkW�Y tiM�M Tp 6E R¢Srwnen oH t�ew smc or rm�wa (nJ A� CpNTA�f pJpl/ECA ipq YN11E5 iiWRCS 9�Sm OM SO' 8{/K�' OCPTN. 1�7 P5 TES7 FWCSSUIPC PICVPES DON1 NW[Y tQ POI� WW�RRP PIPL iH! IjY,LMMC JCKHti YVS1 � 1t($'}µ:ME:: !N Kl U'R.�TOH}.. NOM, t. �� - �Nt2� µ0 WR1T PIPE ElBOWS (de9•� TE S DEAD P. TR - ui BN�NCKS SiZE i t.2 22. a5 80 BRANCH END i� -�""fl ��«n NC'�H IN L a� �'S 6. DFMi CM�S 4 2 3 7 17 IB 3C7 ] �npIWR IRiM0�11S SuLl. 8[ NEY�NNNED AY M'M Fkt)5 1S 8 2 S 10 23 70 �2 8 J 8 12 �0 4� Sa NOR� iHRUS! RCSiRNM �N 4+WJOa+T a1C1�F �ON PYPF SnK� � u.i S'j� 4 8 1% {2 O �8 PM'E i�l➢ LOL% GASItC75 POR MON JOWi Pp£ or MCRK+W f4i�CfiP �6' S 10 22 53 O 97 �C'3' rop �'KAKx' FtiStrtE awC r�q`t5r °EnF�'T 0� WCI�tE 20' 8 t 3 26 63 � � t 7 '� ��$ 5"K� �� '' r'� u5ti or �[c.iuc m.�Mr�fAs NA YCCIWI�GI �KIINf /1TIS145. � (�_�TII�E IRON PIPE THRUST RESTRAINING cm wotr w. w�: � or 7 �.,� r�.t4. MY Ot CUMII�tCR. �IWI�W CwOSI[[fi11c GC71�fP1lOrt 4� �� °- � r „� ( . N�. '.1�. . . 1: r� � I �1 �' �� vcmrr'- �� i _-�__'�7- \ � C �, � �_ � � wz _W«� � i .l�� 41F�(l �t� ,^` I l ' .�� ..1 AIf��H;)\�F(�I { � ln.r. ' C�` )� RI MTl`R hi� 5Wi. IF. 1 . r � t-,li��ra �� U Q IC. F' �t.i F .Af10 �' \�itll .'hi�r.. I d 'irt �C.: Lr f.� ?S T I N ti .# iA't�al ' � r ..� /. ' �.�.�() ? �1�', � ,�,t � � V � �,:� , �a. ��9� < w� rvr.�: c. i.� ��.. .. � 3 - '1 tNt 1 i . rh� iwG�CA: v/..�'E N)t S:`:`":hf;. � . }. .I,1 � ( � ME/J Nfi ' I��1M1 A .. � f �. �At� �.�.41 f i ,..... � � .:r � - M . . _ : � . , : , I i y[� `.. a t-,.GU n�•i . un o ,��k�� •� -F TYPICAL FIR� HYpRANT SETTING [� 'r[t r u r vn�. � � _� r�.. � ti : nw n . '� Gtt iu�p NO sOP; f Of S M T.S �try W CIIMUA1L11. I1W16� [My12bM0 pV,V1Y[M �+ottx El(iCN5i0N ON VKVi BO% SWill BC 6C1 Sp AS i0 RCSCfiVC �/� a M4 AD.��TN[In UMCt�I �C7f1 �UtuRC UK ] OPOM�NG NU( Sn4,L 9E SEl SO AS TO BL M1tw�,h 5?� i0 1!' Of GM/.bC ). WSrK4 7' BMAt4 WCN1111CAT,W+ p5K W CONCCN['C. a ud'�Ili 1" PYC r'ml PIiJG mR i14L[R MMYF St9M1+C[.. S. LOG1U� wK ACCL55 - 7� (Mw1[ � CR+�'n iCKDYLC 00 PVC. �`� IL1u�C MiwipR COUPIn+C Nro 2' EIWASS PLW WJ NLL65 NN. �ERYiMTC IN9UlJ.iLil. Sp.IG 1! OAUOC //%�MF 1NACFM M�NE �i fOP N/ A MMWUY !1' U� IXTRA �'WC !` BRASS 16ENi1flGilON OtSK ?'.1' COHCACtE PAp� IYPC Of vA.Vt� � S�LE 0� vALV[ BU7'ER(lY. fiATL DH PWG � �" { i�\ ., l , \ � o�accTroN tr NuMeEa or ruRtis �TE vALVE t0 QPCN vK�{ � L- 1 3 I O � WATE� �..._ 1' 1'rC ./ PIUG �E 0� SE7tVIC[�. (5[f NOt[ 5i WAif'N (POT�B�E wI�7ER) --- 3" RRASS !DENT!FlCATION L1SK co�ca rc�scmeeo w�.tta-� WATER VALVE B�X CONCRETE PAD PLAN_VIEW �CRr n10EZ M0. W3: Y 0� S�_ 2 �ti S eer�wtriou rteauuce�errts Fat _ w�ren, w�srerv�rea �►ro �cuwEO w�re�e �wMa ntt or cu,uwrr[x. rtwiw, cwucnna x.umrcur NOTES' i. M1S SEPARATIQN REOUIREMENT t5 TO aRONQE AC(iS51@tL1TY FOR C6NSTRUCTION ANp MAINSENANCE. fliREC FEES OF NORIZONTA� $EPARAIi�i IS TME MINIMUM f0A FNPES N71N THREE iEET OF CO�FR. F017 PIPES INSTAt1ED AT ptEA1ER OEPTMS. PRONDE AN A601FICMIAL FOOT OF SEPARATION FpR EAP1 ADDITiONAI f0pi OF DEPM, 2. TNE t8-iNCH SEPARAi10N REWIREAtENT ppPI,IES NNEN 7HE STORM PIPE CROS5E5 ABOVE iNE OCU MA�N, 1W0 MNEN ?HE STORY P�E HA5 A UMME7iR EWK tp QR GREATER niAN 24 �NCHES. tliNERM'ISE, TME REW�RED SEAARATiON 15 ti INCHES� 3, THIS SEPARATtpN REOUIREMiNt COMPLaES iM�N MINMIM fDEV SEPARATION REOU�RENfNTS WTLNEO IN 62-SS5.314, FAC. VARIANCE$ FRON THE FAEP REW�REMENTS MUST C04PLY WTH 62-53.5.31i(SJ. FAC AND HUST BE AVPROVED INWNDUAU.Y 9Y Bp?N FpEP AND OCU. t. DISTANC£5 pVEN ARE FROM QJT40E 0� PtPE TO LElT51pE OF PIPE. 5. NO WATER PIPE SMAII PA55 MROUGh'I OR COME IN CaY7ACT fMTH AH1' RA12T O� $ANITlVi7 pR STQRM WA7ER MANMOIE OR STRUCTIIRE. C.r e µ�•�•�S ��y..eoi �.,. ^-,ur I�YV�. � O • . �...� a. � As�i. ...c_ 41'e""n�l'ua4t �....` 7 :: .� Urt' i`'Jnl:�r 1 If�:d�/JII aJ`l �..`� : U'. M6YY14 � V^�,'� o�.ie:t,�q f''�rtir w .u),u• O � i�;r .. livV W 1F�. 4 .`�. e� � _,:�: c,.,d . e 1 ^ I � , cto . Hecn ` �'� � �� ' u' C.I r�) ct- ✓. Crr� \`�` I-NN �_ NSfV NlJwM1YJt�R!' ��;'c' l. n VA� t MhM nn rt . (�rr 4,Ie . U 1 _ nG�{,�:i; �...:: Ka�+r�er C a r k-el'� v n yn ,..-� u xn ti r« _ „ �., 1•. �:FI tt !u 4 V t. '�nl 0 �-- ��p;' Jo�,rt; Ar.,fr G ?nrz, �q -1 tlt � .��c c�, ilo�n ii<. �r�.�i:n\ vavn AVM-ti,.ic��c ::'�?q W^'t• U.a n TYPICAL NYDRANT SETTING �s P�aN v�Ew CM �hOd M0. sp2: 7 p S M.i S. 0 RECORD DRAWINGS �� rwK.m R _-- __- ��« CITY 01' C1T�ARIATYR PLOIIIDA E.cw�m.� c. ioo�c oW�v+iNCS --- ��/w/�2 ''. . SNCUlBSRINC DEPAft'fYENT � -"'D�- 8:90lG OR�.YANGS RLM B/Sl/Ii ��.':.. 100 S Y�etle �n. � w.eKe n. A 807C DRAWING$ __ �. f RLY S�BI�� Ciwrwt.�r� R�76! s --�-- ecv�a, .. «. a I � � � EbOe �ron Naqaluq (`.yp.) C � �� C` \ �J CbDa I�en 1500 $vr�ea (Typ, MC iOl(.OWIryC. ,qtl�ig Y�r7 � NC$iqi,lry(p M}i1 AW'VCJ.II�IS�. i. e€r�o - uun .wo amn z. Tcr - ounn en.rcM .. ORi'SL7S - ir��C� uq W�LLT CJ�➢* S PIWS 0. OFM E1aD5 Mon�wr rrtmovn au:i nc xtsru,�cn �.s auo uras ON KL TCCS. � MINIMVY Oi !' 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Excnaeewxc t��m1�T .' � � RAW WATER TRANS1�ttISS10N MAIN EXPANSfON PR0IECT �'"`¢osos. °"•;•so ,2 �••"" rsw ,�.,. a r� emm �n aeam �w �m �s• N , • �. �o�ooe e 6� -�- e: 9ax �w�i+cs Ru� e/3V�� ` ci«rwa�.', n ime �' •. Q�p` �� lc�� WATER DETAILS ,,,,,,��.. c'�^� �" A: 80X ORAMfINGS RLM 5/E/1t '4t� ,�� wy� � on aom.or¢ e aws rc � am� wR G �-�tt--� R[y15pN n re ' 1• vi' ��rfi):1' " �lllll�s- � � � � � � � v � � �' b N z � � s 0 � � ):� Aap a Yb1L� 1'� S+ap� o. ilot�n Canw�euw -, vd [nvonu rro.w zv..i .. G f v v 4•I .�- r�- _� � CROSS SEC710N Pm�a �iVM � . � � tl .. Can�wolwn � . - S+b Cniranc� , ., . ��' . .. V • ..__.. .. . . . �.. '. . . ..._.__..1 —_... .� '�"..� '._:.::�..�. '��.�.1� TOP ISOMETRIC VIEW TEMPOr�ARY ERQSibN CONTROL GRAVEL INTERCEP�1�Ok BEftM GIiY WDE% N0. 601: 1 0( 1 � N.i.i j�j�� CI'M Of CIf�RMAT[II. RO�MOA [' i 1--� crawmna arurtrcwi e�caMy d«. �aia a' r�a.� TM*co� w.e Hwi.mfat RW at i7 1 (2' Gau 'IM i.,c.. Yd K..n. �-YO' �tm+�5a �'CM Mim �' St� Sp«e Pack '�.. 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OMCC�W�+ Of �WO�� YuiCM deK W1w 1 � � rodn �swr ic NOIp IMlO M1IC WM/YO Mq .. .... — --�� Rtltr RY �IL1[11 IIMK YAIAIK SOJRlY MP/ply/�R],Y 0 r�sarrn m+�c wcs a n�x� rosn a.e rcv� i.rnc r.tue.i VAD.� WSiL1f1[lO1M(6 111Wd MD K �waam .TM wi.�� [� WC1f11LL Y�TnlA: i�� ,``'1\��:.�� . ��;\;r `'r``�� @ , , . /.I�,�� —� C: tp07[ DiUWINGS -----�-- e: eox ow��ncs � eox oruw�r+cs '�� CIT'! M CllARw�T[II. �IObM CMWIHGM6 D[►MTYLM A ... �-- Wiwa.a cwn -� 4pYOM io� PesI1M Uoae Io CoNKtion N�a � � 1z� 4,� r i 9ao. � - � 1lolli I .. �ceo. >r am�w., w�a�... s.m.,, ---� .. q.._.) aoee. Qa sevw t u�an�n.a tm�n P_AN VIi W P' Cutn 44� Min Dtitw9w Lmir� C�p�TI C�anwa� Dlich�a, �E� i neeo va goo.. � � _. -` k und�erresa Eo�� J ~ �/ �, t 9tO� nour SECTION A-A ��T-E�MPpRARY ERa51C�N �QNTF2G�. DIVERSIpN BERM �/ Cin' wPClf MO l02; f Of 9 K ts. cm ar nr.mr�m, nrmw , LMOIMC[�IIq pVM1YLM 4e. Sopa �. � l7�an Out N�wi 4iGGN+�nt 11 b� BMM �MOtlI i' 6wo. n+root �m. M ool 4a� I tU' Yln. h---- --�„` i.v.+ ous eara rw,oaarpy. a..� n. Mm w.. sn.«� "�'� CROSS SECT�ON Ma u„�.+ rn�. �' � P�AN �nEw SP�LLWAY NO�ES: USE SANDBAGS, SiRAW BAlES � 10 OR OTHCR MPROVED MEIHODS TO ', ' 1. THE ENTRANCE SNALI BE MAINTAINEQ IN A CMANNEL RUNOF� TO BA51N A5 - ' CONOITION TNAT MiLI NREVENT TRACKINC OR �LO REONRED WHEN SIRAW 8ALE5 � 0�� SEDIMEMT ONTO PUBl1C RiGNT-DF-WAY. TINS MAY Yn+1B)!7 B�RInEn �, ARE USEO IN THI$ APPl1CAl10N A � � REQU�RE 7pP pRES51NG, REPAIR AND/OR CLEANIMC OF SI�T FENCE IS TO BE INCWDEO ANY NEASURES USED TO TRAP gpiMENT. A$ SHOWN ON THE UPSIREAM r��t F�y, SIOE 0{' TME SFAIYENT 6ARRIER. �f` 2. YMEN NeCESSAftv. MNEfLS StfA�L BE CtFANE� SEE INDE% N0. 607. SVPPLY WATER TO WASN aR10R i0 ENTRANCE ONTO PVBIAC R�QiT-OF WAY. WHEELS IF HECESSARY � I S YMEN WASTftNG i5 REQUlREO, �T SNAII 8E �OtrE ON AN AR[A STABIlt2ED M1T}� CRUSMED STONE f, I p� ' �� O� � ORASEDMFNS 9ASIhAN APPROVED SEDiMENT TAAP i 1 h0 -.� �_-_ � � I J �-- «oW ► � A 2'-�' COURSE s I AGCREGATE u 6" Mig( (MiNIMUM) � E 0 � I � CH+/ERSOM RIDGE � 50� A/M DIVERSION RiDCE REOUIREO �Ea� NRIERE GRADE E%CEE05 2x .x Q'� EXISTtNG PAV�D _" 2 RO�n ,pWAY � I , f1�7ER FABRIC � SKiIUN A - e s�cn ae wDN v05� 76� MIW M cr.,,ia Snue. r Na [ansia - vo.� 9�ow *o �� D�WnuT A�w MO T�reF. Obwrw le CA�N 1�aC N f.MW+<y Ma MeCfly M pKwwr To Inwn sa�.reoio.r n�.�c ro s.e„..x. fT' ux. ? MP RARY SEDIMENT TRAP AT S7QRM DRAIN IN T /c,"� cm wb[y no eos. i or � ' �% N.rs. dn w nf.uw�ru. npwn uwwa�c a►�urweMr 1, 'rf SIaMn 6. Mw 2. E�caM� a 4� .{' Trr l� uo.cd. umv tn. ��,. a s�a�« ...,._':.._.,�� _ �� f"'� � f � NaNI� � StiouiO M N�� ^ Ptlnt 8 � I I ]� MO� sn«t no. mua�a�u� (rrp�tuv� w.) � L».� ibw wsalbi�an n,,,) (rn.p1ctw. w.l 3. 5tpx f7u+ ra�wa io StWn i. 9mkN MA CeT6oe� n�� MC Cit�nd �t Mle 1M TmN ( wfad 4W Drab�op� in�kneUa (f�Mt iilMl�Mi � INSTALLING A � FI T R FAj�RIC SIL7 FENCE rj�� 6tt x�p(R NO. 60�`��"It � =—� �/ ,� CITY M d1111v�1G, rIMIW �� ' ' ' 0101MC[dMi Of1liRIYtMT .� crrr or ctrax��rat no�� b: • ENGINESRINC DEPARTI�NT � IW 8. �14ae Aw. — c�r..�., n a�rae � � �/1/fiiltfll f+bJDIN� Np[Ni �fkipF iANq�[ ARAQN y[p1R[�r ro uostMur SIDC OK WM� RUNO:T \\�'��\� I �// ,��/ t/�/ %� KiRNA1E OL1.Vl mcrfu MiX fp��Ei C%1Nn 51lI[nGM RifR iA9MC MLOCD M1MWT NtllE YCSH SV -.---- `---"'" I TEMPORARY EROSION CON7R0� e ONERSION BERM Orv na�M N�. {O7: 7 M 7 H i,5 0 '.��.iiiiiititiiii��/ . ...n��wuv- � . �a��' �� . ��.��' •..■r uv �,. CIIY OF CtEARW�TEq, RORiOA fNCINEERINC OEPAIfTYENi r - NOftS �. iNiVCC7 Np II[PApI RNft APTCR LAD� STORY CNNf AID p[Lpy[ ffLp1ExT YNCN >KRSSARY i. 14NOV[D S�Y[MT SM+41 EC OtT04hb INSTALLING A ro ur ux.� n��t ru rmi coH�u�r RUWENT p{T-41F NID tAN 0C FILTER f ABRIC $lLT F ENCE °,�;QT ��,y� �°��aa a� ao� an .�Y wa. ear: 3 a� cwraras ro�u�awixc ao+oNC vnccr.c.. � N.T.S CRT Of UU�MAT[R, /IA�IOA 01qNQR410 OL�ARTY[I�T WATER TREATMENT PI.ANT N0. 2- CONTRACT �3; RAK RATER TRANSMISSION �1AIN EXPANS[ON PROJECT EROSION CONTROL DETAILS REI88 ENCi1NEERIN4, INC. �wvwe - otsa - aMSiw¢na �a�� euo .a� n, wrta rws0. n mw �� an erm ra.n s auo� rc � u�n aa � V � � R ¢ ..__._.__. . s�onsN,.^ai.�a.�Nno�w w�n $pn ai Sv� \r� 4 �` \ � � � / � � w..AN v��w � � \ �� / h%� t /, NO1E5 . DRO�' INtLI gpWLNI @MSIIKlfS ML iL tl! u3to ron sw�u. Mc�a� �vn ors�n��a •REAS (LfS3 THAN SR} 2. VSC 2�v {' rqpp pp COtAVAtiNi YR�AI s,Nas n r,. uw�. �wcrr�, � J MSTAI.I. 7�h �� NOOp lOP iR�4ti TO iN$�IRC STMIt,IiT. {. T� tOP OP TC fRAMC (iOND�MC �7.IW�T1 MIJSi 9C 11[LL BCION T14 GROVNO QZYATION OOMNSLaMi R1 PRCK'NT INNO� fAQM B�ASSING ME NiLT � RMP9IARY drfC uAY IH 1KLCSSMY OM TtC OQMF„1.OP[ 90E OK . ..-..,y�. W iw .�w ❑ mp }tvm"� `vld+d Oe�n { I 7 / _... _._..___1 ... -.___._� �.�.__� �.��....OwrMv 4pe `...ea.� f vv 7 u�/ � Ca.tn B�nw a °, �. .->�� / _— ATIAW fki[A I+�'1e4 TOO fA/JIE ME(ZSSA4V ..__ yn �.. 9W� 90W / I CROSS SECTION ��r Tp z-, .• � /� iw sr.aurv 51oep:ruf 9*n• .' SWoM aw a/a S�ulwolbn iRAME. oKNIAR'1MC ��• +' MO00 IRAIIt �►ONNOING NOCN7 Rsou�w ii aiy. impli�� nlo 'ABP:'. 1C HLE' :'+�CL � 90CS 0� 01 a^��^e�.a�»��r r— —T � TEMPORARY SEDIMENT BARRIER rj`� TEME?C)i�ARY_EF2�`�IC)N_CLL(�NTRUL._S�nIMFNT �AiIN �c•w�x ,n•""` � AT DROP INLET � _ .- cm wacx ra eoa: i or , r — an wa. No. eoe. , or a w.is. •I �.r,s --- � [NCMICLM�cOC►MT6XT 'l• � SEC� ONMAr�A _,— _ ... L�. pW11HL71M0*DbM7M[Iff ��_- ' __ f n _ .._.... _ dA Of GiRRMARM, flOW6t UY Of CILMO'ATCR. (L0�I6A '/� M 1N ROVE.' 3J� H. PQTWI6nY1LMC N(!PF I V a_ -_ � �" �OlD5 fON � T ^�llOAiARqY f.AWACt S�ONMF f�. I ; /LGQ11pMt fA�IH'C5 RVN�ABt1 ��_ � uervrw Reawciwc ro H€m I �e ox .too �/�n s'+�r�o�ao fi� M'. CHMI 1 _ �� _ � ��- r+.,c*� »cwraar v�n' _�.�_. + y'-----. ALL YAMS M/ StKfD GA:VArnZCO n+ s��-* »oo� w�rr�x ra� �ow :,�c vve Y.ar-cor+�uc�w.*T-'� �z�_ `°�'"n {iO kCYQ"� �':/+e w+r cwtto umic u tPRC45UNC �'NOM �lOATS) �n (ae 12• oz. 1�� MNn w.iw:o Mnor1 � \ — - f�.srw-�a nr :�.�ac�t ttrlW'Gnbv) � � S�RCSS 8/�q � ''�O�T��ttX< � ' !06 I00• I� � vOL05 CYEpr B fiEi � SiMNAQ� tLNCTr� / �_'�.-.L r pEPM ACCp1pNC TO NEEG 1111(iS�UTL } / R/.LL1�Si ! lOM UME. i r i _` __._ja1' .� F�-QA7ING__ilJF281piTY �AftR;ERS TYPE I 8� i?, / q� am rapcc No 60Y: � a� 't � N15 L/ c t 0� ( rew tu �t�N . . .... ._ yGlxll .�+��!4 •. . . .. . a � ROA1niC tiM�101tr M%M , .... ,. ""' � eu�rocna ..,, ,., ,. - ..- �T.l Ii*L �� IYPG.11. ��2-� ; -sia.e svo. nor �SF� r.�c. 9 R.enott �Wt�� ` m, s.ax...�� „_,��.__ � � _„�. f�, � r � �1tw�0 /aM 8attfn __ t }� t . �� '� ---�- � --' i .ee.. � � -� ., �; ''`A o a A _ � � o p `, ('. � t -' 0 0 � S�C1�Q�V �i-F1 � \ " --� mC � p 0 � ��—� � 5111 Mq M 10 M FNQib . �- Q � � O�dInC �1raa tldw 5M IMfei HO 607 � ��;;'°�"�" PLAN VIEW -'"'°^e s,o�« t,,o.> � ln 4rtltr i�M �(�pp pf Nif� Wotnc116� N tlppkqbN yM1Ve tM PNt Bdn� o rsoil.py 11oi wo � (�yp�. ,p p..y� fnm S7I) .nw �.� a e..naw I�a.+ (not awOmp 0.5 eb) w�qrta ine mNnetl MaN no: app1Y to WA� .eWwq cMenlroilE fl»�i w�M n ��rN! w �Ipliwo� b( mMb�� w � TEMPOR�I2Y STRAW BAL.E SEDIMEtdT f3ARRIER � a � A_T S7�F�M__URAiN__ UROP INL.� T � brr �rmcx r+o e�i, � or + N)S RECORD DRAWINGS � uHxa w _--� ou..� n � �� _� C � M __� k n CtY Q! L�f N AftR, f:644f . � lwG�vl-!W C (1f�rwi�EMi . � '"�c ; tCUaonu�r sta�w eut . nem" t ... ,.� ,...... , �� • I ��1W#4plMM �o�� 51RC55 :. o: «r.or. wcm��rcco Hr�n '�vE in�_. � —�� i()(4M �CGOkOrvC iD hEFp L_.._.__. C -- �, �,d vu,�r, cwnHC c..wt n� wL�v «c t0 AfOtKY951RM1+) �i�^ e ORS�NTAtip4 N41Eti INSTAIyED �� non� srrunnora - ±rE w) f- � Nx. 7 >K Xoi - [ONM(CTW MI y + / �wm�unt rtw5wne: 5mL5.: PUr[°� (uP �� Wr (a+ /.' a19�- p�f At D�MN) +OP �� n�a u«cs usco w xr,vc�m.e f0 SNALKtC ._„_.,_..- ��15 a+iY \ � s�� 1 _sT�r�n�um com,uweN� SYSiCYS uGNT BUOY r�tt:R su�ts�a J �f{ j- �.� .. s'.-I e, �Ntxpt :.ac��s � (FS RCCPWENOCD Bt / -(,WSMN T� YI�M!l�CTWtCR) _.�'F na. f2'.� /�ravf.*B[D � � y. ,��• • ``�y` AS simvMXO`, Ro°PoNCimma � on. �RnUU �nrtas rna rr¢ ��A?I �TtJRBl01`Y BARRIER- 7YP� III �u',"��"} p� �,"'TM,� �" C�1'�' WMa N0. 60G. } d 3 GURNCMt 4�. � N.�.S 1 p}v p( CClMMARII IILM6A . . � EMGiMCf�IM6 a►YT11fMi 1. L.caro4 �M tr�ncn � �- � /.� � �r' � r''- �. z. nixs ma s�ar ��o. Bc�w �ny. h.� 5� 7orerd PnAwMy 10:9 8eM � w.aQ. wu.+ ss.o. \ �� Ml.� Boiw L �`�\ � � �. 9tlw Y�rl E1� RUy AWItFq WiM Mo > 9xwro one G.v.,paci tn. [,wwt�a Scs _ _ �' em� or cuueure¢ nown. t00X DRAMnMGS RL1A II/30/1i �`��`. � p((�,j}j$$pjpC DEPARTI[ENT 90t ORAYRNGS RLM 8/JI/f1 �e. �; 100 B. Y�rtL �ee. 60S DRAWINGS Rtl.r 5/6J17 � Cirswt�r. TI 9S�6E o�vieu.., ..._._—. ., az . . . ... . , .. �� . .. . .. . , . ��i1D1��II �:...,,... �� .�;/��IIN111Y%��J`/ �I��'�/ '��ii�i��i��i��i ��p�i�i�p�r�i �' �' �'t� �� '•:��:t'��.r1`.t�. �. 'V '!, � ��I � �� .�. TEMPQRARY STRAW BAI�E SEDIMENT BARR{ER �I/ �g ci�. e+ocK ko. e+�: + a+ .. .. N.T.S. I.�: �.• . r �,�` 1,: :: h::. �:��•�::�. \ •'l:{ti{�� ' ��r: �'�•ti \� t \ �� :�::•.:�:1�:�:•r �'i �� G�4�4,�/%�i��i � �\��\��\�f\��\,� .1 ��\pp !i /j�/�`�/�\�`�/�. � � /�// \/\>� � � �, V:.::: •:., ��. 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CENS�. . O.�' . 5824 i � : i � � � ��i�ii�� i..w .� � r , .. H�. r � . ..� . rN1� . � . ^.�y Df5lGN STANOAROS 2073 NATER TREATMENT PLANT N0. 2— CONTRACT /3: RAYI WATER TRANSI�LSSION !(AIN EXF'ANS[ON PROJFJCT MAlNTENANCE OF TRAFFIC �DISTANCE Ef'rWE£H 51GN5 '_ � - �r rn r 7 ". �._.� IC � ar i�� A JW� �3 m �fa !!0 ..�.�r .rr��.. N.:ab .ti. �....�� r� � � ob c Dev re Sp�c �p. . d o..�rn i ,Tn�i „n.,. ..... T � . "�"' . . 1 ieDle I! Taper lenptn Me�p� 1t1' tstsrU rren��r�on) r�. � — __ � ' �a ' � — ilo + M'.0 a �»n ..^ .v�� .".... MULTTLA:vE, WOR� NBAR 1�iTRRSBCTIOiV �,`,�' „`� MEUTAN OR OLT5IDE WNE 616 3 tt�ias eNa�N�wNa, erc. w�w+o - ona - mwnw+ena �o�� r+�e �aw rt. ��.riu r+d ti �am� � I �ert. ea��nwo+a on a.�o • aua..� � am ai �� , 1 � � � � � � � � � , � � � , Pinellas Countv ROW Permit , Appendix.doc 9/27/2010 � � � � � � � THIS PAGE LEFT INTENTIONALLY BLANK � � � �� , � � �J � BOARD OF COUNTY COMIWlSSIONERS Nancy Bostock Neil Brickfieid Susan Latvala john Morroni Norm Roche Karen Wil�iams Seei � Kenneth T. Welch � � Rab Fahey, PE City of Clearwater 100 South Myrtle Avenue #220 ' Clearwater, FL 33756 � � � L� , � � , �' P�n�l�as �ount� [3UILDMG & DEVELOPMENT REVlEW SERVICES Right-of-way Utilization Permit Number 12-Ofi13 January 16, 2413 Re: New Raw Water Piping fnr City of Clearwater's Water Treatment Plant Na. 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 �t�1 ancl Fiercuies �venue, interseciion of L�ruici �td anci �eicher Kd, �lruicl �tcl between 2"d St and Edenville Ave, and Drew St between Old Caachman Rd and US 19 This letter must be attached to and made part of the appraved Utilization Permit, making the follawing conditions binding to the Permit: 1. It is the responsibility of the engineer of record to procure all necessary permits that are required by ihe agencies ihai are �fifecfed by fhe proposeci cnnsiructinn. 2. Contact Pinellas County DEI Area Inspector Gene Crossan in #he event of any unforeseen circumstances (727-580-6516). 3. Locate all existing underground utifities, including storm and underdrain systems, prior to � beginning work. � � i PLEASE ADDRESS REPLY T0: 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 664 and ADA Standards. If the pathway lies along a designated school walking route, then the contractor must provide adequate supervision and/ar guidance to the school aged students as they traverse through the wark zone. � ' � � � 5. All right-of-way installations will be in accordance with practices referencec! in the State of Florida Utilities Accommodatians Manual. � 6. All design and construction must eonform to the minimum standards set down in Pinellas County Land Develapment, Zoning and/or related Ordinances, and Minimum Testing Frequency requirements, 7. Any sidewalk whieh becomes undermined must be removed and replaced. Sidewalks are to be re�onstructed within three (3) d3ys after removal. Whan existing sid�walk is removed, it is to be removed to the nearest joint. � � � Compaction for backfili shall comply with AASHTO T-99 {100%). Disturbed area within the right-of-way will be compacted to 100% of maximum density and sodded. No stockpiling of material in roadway or on sidewalk. AI! dirt and debris will be removed frvm job site daily. Raads 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, � �' v.. L�'�?�- "'� " �'�r-� � Lora Strong � BDRS Regulatory Services rup12-Ofi13 ula.docx Enclosure cc: Gene Crosson, Sr. Inspector, DEI � !.__l � � � � � � , [J ' � � � � 4 � Pine�ias County RIGHT OF WAY Building 8� Development Review Servicea UTIUZATION PERMIT ' � � � � PERMITNO: l�A d�Dl�lJl THE COUNTY OF PINEi.LAS, a political subdivision of the State of Florida, hereinafter pll� the Permitter, hereby grants to Rab Fahey, P. E. of Cifv of Cfearwater, 100 South Mvrtle Ave. #220. (',rJ�arwater. FL 33756 (Neme) (Street Rddress, City, State, ZiP) hereinafter cailed the Permittee, a Permit to construct Q, operate ❑, maintain o, renew o and/or remove r� new raw water piping for the Citv of Clearwater'� Water Treatrnent Plant #2 on attached plan abng, across, beneath, orover right of way and/or property of Permitter at the following location: County Road No. (see attached} Name: (see attached} Parcel fD No. ��A , situated at {see attached) , Florida, subject to the following provisions and conditians: (Address or Streef lnfersedion) 1. Construction, operation and maintenance of such u4ility shall not interfere with property and rights of prior occupant. 2. The construction, operation and maintenance of such utility shail not create obstruction or conditions which are or may beoome dangerous to the travefing public. � 3 Aii work must be done in keeping with standards of the Florida Department af Transportation Manual of Unfform Minimum Standards for Design, Constnretion and Maintenance for Streets and Highways, Roadway and Traffic Design Standards, Florida Department of Transportation Standard Specifications for Road and eridye 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 do� hereby agree to indemnify, pay the cost of defer�se, and save harmless the Permitter fr«n and against payment of all Gaims, suits, actions, c�sts, attorneys' fees, e�enses, damages, judgments, or decrees by reason of any person or persons or property being damaged or injured by the Permittee, his empbyees, agents or sub-cor�4ractors or in any wray attributable to the performanoe, � prosecution, construcdon, operation, or maintenance of wurk herein pertnitted by Permitter and resuking from negiigent acts or omissions of said Permittee in connedion with the wark 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 Pecmit, and shall repairthe same promptly, within seven (7) days of opening, restoring it to a condition at least equal to that which existed immediately prior to the inflicfion of such damage or injury. (Note: All portions of the right af way ather than paved areas disturbed by the construction of this utility will be compacted, grassed and mulched or sodded as required.) 7. All ovefiead installations shall conforrn to dearartce 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, re{�air or reconstructiort of said raad, the Permittee shall move or remove said utility installation at no cost to the �'Er�i~er. � � ' 9. This permit creates a pertnissive use only and the placing of faalities upon County property pursuant hereto shall not operate to creaie or to vest any property rights in said Permittee and is granted in perpetuity subject to terminati� by the Perm' upon the giving of 30-days notice in writing to the Permittee. �_ i. 10. The PeRnittee shall fumish the Permitter with a survey showing the e�cact locations af all facilities to be t to this permit, said survey to be suffic�ntly 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. S+� � Upon compfetion of installation, if field adjustments are made, an as-buiR drawing wrill have to be submitfed. �� 11. Section comer monuments subject to displacement shall first be referenced and later reset by a Florida Registered Lan��veYor. 12. All activities in accordance with this permit will require c�nformance to the "Manual on 7raffic Control and Safe Practices for Street and Highway Construction, Maintenance and Utility Operations.° (Chapter 396 Florida 5tatutes} � 13. The Permittee's attention is directed to the provisions of the Trench Safety Act (Fforida Siatutes, Section 553.60 et. seq.) and the Occupational Safety and Health Administration Excavation Safefiy Standarcis (29 C.F.R. Sec#ion 1926.650, Subpart P) which shall apply to construction, operation, and maintenance pursuant to this permit. � � , � 14. Compaction within right ef way :o meet Pinellas County Minimum Standards. 15. Public Works Operations is to be noti�ed a minimum of 48 haurs prior to beginning +nrork at 464-8900, othervuise the Permit will be voided. 18, If this permit +s for a monitor well, copies of all testing reports are to be forwarded to Pinellas County Regulatory Services. 17. The Pertnittee shall corrtmence construction utithin BO days from the date of this perrnit and it shall be completed within 540 days. Pe�mittee or Agent: Rob Fahev TYPE OR PRINT NAME _ Project Manager. Rev 8l4/2010 � Phone: l727) 562-4608 Date: 9J4/2092 Date: 9/4/2012 2. 3. - - �•. : =.,,�■ : '—� - '•'' Description and nature of the proposed installation shall be outlined in the twn blank lines on application. The bottom of Application Sheet 1 shall be signed by applicarrt or his ager�t. On the atEached plan, the fiollowing data shall be supplied: a. The plan shail show the right of way Iines and the widths of right of vNay. The offset distanoe from the oec�terline of the proposed instaAation shall be shown and the soope of the proposed project, with afl the distanaes and sizes dearty indicated. b. Typica! cross section shall be fumished showing width of pavemerrt, width of right of way on each side, offset distance from centeriine to propoaed installaflon and any pertinent data to sidewalks, curbs aod guriers, etc. c. Indicate type of insta!lation on both typical cross section and plan view. d. All pertinern drainage infortnation and qlculatiorts or jus 'td'ication for size of pipe and/or grading. 4. AI3 improvemertts within County maintained right of way shell coniorm to Florida Departrnent of Transportation requirements and/or PineUas County Subd'nrision rec;uiremerrts. 5. All applic�tions for weter and aewer lines must be separate applications and countersigned by the utility invoived prior to submittal. 6. This fiortn is to be made out in QUADRUPLICATE with four (4) drawings; one fuAy exec;uted copy will be retumed to you tsfter approval. 7. There is a variable prooessing fee that must be received prior to the issuance of the permit Please make chedc payable to 6oard of Courrty Commissioners. 8. Due to the extensive wodc being done in Pinellas County right of wey, please provide proof ihat you meet the following insuranoe requiremerrts: "Comprehensive General Liability lnsurance induding, but not lenited to, Independerst Cor�tractor, Contractual, Premisea/Operations, Produc4slCompleted Operation, Explosion, Collapse and Underground, and Persona� Injury covering the liability assumed under indemnifica�on provisior�s of thia perrnit, with limits of liabillty (or personal injury and/or bodily injury, including death, of not less than $300,000, each occurnence; and property damage of not less than $100,000, each oxurrence. {Combined Single Limits of not lesa than $300,OOQ, eac� occurnence, will be acceptable unless otherwise stated.) Coverage sha�l be ort an "oxurrerxe• ba,yis, and the policy shall inGude Broad Fonn Propertv Damaae coverage, and Fre Legal Liab+lfir of not lass than $50,000 per occurnenoe, unless a�herwise stated by exception herein.' THE UTILITY NOTIFICATION CENT'ER "CALL SUNSHINE" (1-800�L32�L770) MUST BE NOTIFIED A8 HOURS IN ADVANCE OF CONSTRUCTION. Pinellas CouMy BDRS Regulatory Senric� 340 Court 3treet,lst Floor Clearwater, FL 33768 (i27) 464�40r4 OR 464�394 (Name/TiBe} 1 i J � � ' � � , ' , � � � 1_� � TO BE FILLED OUT BY PINELLAS COUNTY REGULATORY SERVICES , Sod required Yes No Open cut Yes No .ladc and bore Yes No Directional bore Yes No PINELLAS U TY, FLORIDA, Actin y Authority f the Board of Cour�ty Commissioners Date: ��'� r� SEE ATTACHED LETTER FOR ADDITIOfVAI. . f egutatory Se ces Section CONDITIONS TO THIS UTILITY PERMIT. � � , � i� , � � � �� , � � ' � ' � �� I� � Pineilas County Road Right-of-Ways Impacted by WTP #2 Pipeline Project Co. Road Name Location Drawing No. No. 611 N. McMullen Booth Intersection of Drew St and Contract #3: Rd. (Clearwater) N. McMulEen Booth Rd. C74-C75 488 Lakeview Rd. 600 ft west of S. Highland Ave. to Contract #3: (Clearwater) S. Highland A�e. C22-23 S. Highland Ave. Lakeview Rd. to Belleair Rd. Contract #3: {Clearwater) C14-C22 Intersection of Missouri Ave. and 4fi4 Belleair Rd. Belleair Rd. Contract #3: (Clearwater) Intersection of Beverly Dr. and C13, C24 Belleair Rd. Beverly Dr Between Belleair Rd and Nursery Coniract #3: (Clearwater) Rd C24-C26 474 Nursery Rd Between Beverly Dr and Gateway Contract #3: (Clearwater} Dr C26-C28 4$$ Lakeview Rd. Intersection of S Hercules Ave and Contract #3: (Clearwater) Lakeview Rd C33, C38 509 Belcher Rd Intersection of Druid Rd and Contract #3: (Clearwater) Belcher Rd C47 Druid Rd getween 2"� St and Edenville Ave Corttra�# #3� (Clearwater) C50-052 52$ Drew St Between Old Coachman Rd and Contract #2: (Clearwafer) US19 C19-C12 i L_J ' � , LJ , r � THIS PAGE LEFT INTENTIONALLY BLANK � � �I �� i 1 i � , � � � � � � � �l � � , � � � � GEOTECHNICAL SOILS REPORT � Appendix.doc 9/27/2010 � ' � � � � THIS PAGE LEFT INTENTIONALLY BLANK i 1 � 1 � i � 1 1 i � REPORT OF THE GEOTECHNICAL INVESTIGATION CLEARWATER REVERSE OSMOSIS PLANT #2 PIPELINE BORINGS CLEARWATER, FLORIDA Driggers Engineering 5ervices Incorporated 1 i i � � � , Reiss Engineering, Inc. 1016 Spring Villas Point Suite 2000 Winter Springs, Florida 3270$ Attention: Ms. Janine M. Atexander, P.E. RE: Repari of the Geotechnical lnvestigation C1eArwater Reverse Osmosis PIant #2 Pipeline Borings CIearwater, FloridA Our File: DES 106673 ' Dear Janix�e: � i ' � � � ' ' � January I6, 2013 Pursuant tn your authorization, DRIGGERS ENGINEERING SERVICES, INC. has completed tk�e� geotechnical investigation at the requested and selected Iocations along the planned pipeline r�ute. Yreseni�d herein are the results of our field and laboratory studies together with a discussion af subsurfacr �oil and groundwater conditions encountered. - PLANNED CONSTRUCTION lnformation provided to us indicates that the subject project wiIl involve the construction of raw water pipeiines between remote well sites and the Brackisli R/O Water Treafi�ent Plant #2 located east of'U.S. 19, north of Gulf-to-Bay. The pians 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 combivation of direct burial, directional drilling and jack and bore methods. GEOTECHMCAL INVESTIGATION PROGRAM SOIL BORINGS - Forty-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-bare metl3ods are indicated. The SPT borings were advanced to naminal depths of 15 to 40 feet beneath present grades and were positioned in the field by our , Sarasota ' Phone:941.37t.3949 Fax: 941.371.8962 sa roNice � driggers-eng.com Cleamater P.O. Bax 17839 • Clearnater, Florida 33762 Phone: 727.571.1313 • Fax: 727.572.A090 clwoHice �driggers-eng.com '1'ampa Phone; 727.57t.13t3 � Pax: 727.572.4094 tpao Kic e� d rig gers-eng.com i 2 1 geotechnician at locations accessible to dri]ling equipment and free of surface obstructions and buried utility lines. Boring locations are indicated by approximate station and offset on each boring Iog. General locations of the borings are also illustrated on the appended Plates I-A through I-D. Thirty-two (32) hand auger borings were aIso conducted at nomina1500 foflt intervals along the alignments and between the SPT baring locations where the pipe profiles indicate relatively shallow embedment. These borings were advanced ta nominal depths of 8 to 10 feet. Ten (10) supplemental m�ck prohes were also conducted near baring 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 af each Standard Penetration Test boring was also sampled with hand auger equipment as a precantion against encountering unknown buried vtility Iines. Logs of the hand auger and SPT borings are presented in the report attachments. The logs contain visuai soil descriptions and estimated Unified and AASHTO Sail Classif cations correspvnding to each sample interval. The SPT Iogs also depict tabulated and plotted Standard Penetration resistance values conesponding to each sample interval. Aiso included is a brief description of the Standazd Penetration method oi sampling and tesfiing. LABORATORY CLASSIFICATIDN 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 tes#ing (pH, Resistivity, Sulfates and Chlorides) was also performed on selected samples from varying depths. Results of the tes#ing pzagram are presented an the Summary of Laboratory Test Results in the appendix. Grainsize anaIyses are also included in the reporE attachments reflecting the percent finer {by weight) versus the equivalent grain diameter or U.S. Standard Sieve size. GENER.ALIZED SUBSURFACE CUNDITI4NS 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 canten� These sails generally comprise the SP to SP-SM Unified and A.ASHTO A-3 Soil Classificatiens. Some of the upper sands contained gravel and limerock, evidence of the previous roadway and utility conshvction along the alignments. Driggers Engineering Services Incarporated � �! � � � � � ' ' � � I � � , , � � ' � , � � i 3 Silty to clayey s�nds and ciays were also identified at several locations. These soils comprise the SM, SC and CL to CH Unified and A.ASHTO A-2-4, A-2-6 and A-7-b classifications. Highly organic soils (peat - muck} were also encountered at several boring Iocations. Based upon results of corrosivity testing of selected samples, the soils would be expected ta 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 gerformed during November and December. A summary of the measured and estimated seasanal high groundwatez levels is presented an 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: Wooctlawn to Lakeview (Borings W-37, WB-3, W-35, W-84, SPT-3 and HA-1 through HA-2A) - Soiis consist principally af fine sands with variable silt, clay and oxganic fines content to the campletion 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 63 to 8.5 feet and between 5.8 and 9.0 feet, respectively. Clays were penetrated below about 14 feet in boring W-84. Groundwa#er was measured at depths ranging from about 3.6 ta 6.$ feet below grade. The Soil Survey of Pinellas Couniy suggests that soils in the vicinity are principally Tavares and Myakka soils. 2. Hi�hIand Ave: Bel[eair to Lakeview (Borings W-32 and HA-4 through HA-9) - Soils consist principat]y 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 A.ASHT4 A-3 classifications. Crroundwater was measured at depths ranging from about 4.4 to 6.2 feet below grade. The Soil Survey af Pinellas County suggests that soils in the vicinity are principally Tavazes soils. � , Driggers Engineering Services lncorp�rated � 4 � 3. Beverlv Drive: Belleair to Nursery (Borings HA-10 through FIA-13) - Soils consist principally of fine sands with variable silt, clay and arganic 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 abaut 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 Draid (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 campietion depths af 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 locatians W-20A, W-20B-A and W-20B-C where varying thicknesses ofpeat were penetrated within a depth range of abaut 2.5 to 12 feet. Offset borings HA-20AA, HA-20BA-A and HA-20BC-A also penetrated organic soils. The borings with organic sails were Iocated near a series of wetlands near Allen Creek. Clays were encountered below about 4.5 feet in boring HA-16. Graundwater 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: Hercales to FPC Easement (Borings WB-1, WB-�#, 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 a.nd SP-SM Unified and the AAST-iT0 A-3 classifications. Exceptions were noted at boring locations SPT-83-C and ofiset boring HA- 83-C-B and where organic soils were penetrated within a depth range of abaut 1.5 to 4 feet and 1 to 1.5 feet, respectively. 4ffset boring HA-$3-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 PineIlas County suggests that soils in the vicinity are principally Tavares and Myakka soils. Origgers Engineering Services Incarporated � ' u � , C I � � �J � � u lJ , ' � ' � _ , � , � � 5 b. FPC E�sement: 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 ofthe SPT boring. The soiis typically comprise the SP and SP-SM Unified and the A.ASHTO A-3 classifications. �rganic soils were encountered between about S.S and 13 feet at boring location SPT-31 and between ahout 4 and b.5 feet in affset 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 S.6 to 9.8 feet below grade The Soil Survey of Pinellas Caunty suggests that soils in the vicinity aze principally Tavares and Myakka soils. � 7. Drew Street: FPC Easement to R4 #2 (Borings SPT-3a througb SPT-37A) - The surficial soils cansist 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 , A.ASHTO A-3, A-2-4 and A-Z-6 classifications. Clays were penetrated below depths ranging from about 2.3 to 12 feet in the SPT borings. Limestone was first encauntered 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. Na 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 aze principally Tavares soils. � � � � � 8. Dre�v 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 sil#, 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 A.ASHTD A-3, A-2-4 and A-2-6 classifications. Clays were identified below depths ranging from about 2 and 12 feet at boring lflcations 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.S 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 S C Unified and the AASHTO A-3, A-2-4 and A-2-b classifications. Clays were identified below about , ' Driggers Engineering Services Incorporated _ _ __ __ _ _ _ i 6 � 14 feet at boring location W-11 and 8 feet in boring SPT-41. Limestone was first pene#rated at about 28 feet in boring SPT-41. Groundwater was measured at depths ranging from about I.7 #0 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 Alli ator Crcek (Borings W-82A, W-$2B, and SPT-45 ihrough SPT- 4'n - Soils consist principally of fine sands with variable sil#, 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 classificatians. 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 belaw gzade. The Soil Survey of Pinellas County suggests that soils in the vicini#.y are principa]ly Tavares and Matlacha soils. 11. Calais - Madeira (Borings W-1, W-2, SPT-53, SPT-54 and HA-55) - Sails cansist principally of fine sands with variable silt, clay and arganic fines content to the eo�npletion depths of the SPT boring. The soils typically comprise the SP, SP-SM, SM and SC Unified and the A.ASHTO A-3, A-2-4 and A-2-6 classif cations. Clays were identified below about 14 feet a# boring location W-1, 14 feet at boring location SPT-53 and between about l2 and 14 feet in boring SPT-54. Groundwater was rneasured at depths ranging from about 2.4 to S.2 feet below grade. The Soil Survey of Pinellas County suggests that soils in the vicinity aze principally Tavazes, Adamsville and Myakka soils. GEOTECHNICAL EVALUATION AND RECOMMENDATIONS DIRECTIONALX,Y DRILL�D CONSTRUCTION - Directionally drilleci constructian methods should generally conforrn to the Section S55 of the most current Florida Department of Transportation {FDOT� Standard Specifications for Road and Bridge Construc#ion. 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 patential caving of overlying soils that could cause unacceptable settlements to overlying or adjacent utilitzes, roadways or shvctures. Conversely, one must avoid over-pressuring the drilling slurry, particularly within the very loose sands or saft clays and organic soils at shallow depths, tha# could result in unacceptable dischazge of drilling slurry to the ground surface. Driggers Engineering Services Incorporated � ' � � � � � ' , � ' � � � � ' , ' ' L�� I � , � ' ' ' , 7 JACK-AND-BORE CUNSTRUCTION - Jack and Bore construction methods should generally canform to the Section 556 of the most current FDOT Standazd 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 j ack-and-bore casing must also consider proteciion 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 aze in very ioase to loose sands. Note that dewatering wil] be necessary not only for the pits, but along the entire length of the casing. UPEN CUT CONSTRUCTIQN - We understand that open-cutting and backfilling wili likely be utilized for most ofthe 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 assaciated 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 develapment of any significant vibrations associated with installation and withdrawal activities which could result in settlements of adj acent roadways, utilities and structures. For this reason, it would be imperative, ' in our opinion, that sheet piles be instailed utilizing techniques that do not impart unaccep#able vibrations. There are specialiy contractors with the capability for installing and removing sheeting � utilizing non-vibradan techniques. We would recoznrnend cantacting Giken American Corporation (phone: 407/380-3232} for details rela#ive to this methodology. , � Excavation Shoring - With respect to the design of an excavation bracing system, we recommend consideration ofthe following soil paraineters which would be applicable for the principally sandy soils generally evidenced within the anticipated excavation depths: ' Moist Soil Unit Weight: Saturated Soil Unit Weight: � Buoyant Soil Unit Weight: Coefficient of Active Earth Pressure: , L' � At Rest Earth Pressure Coefficient: Passive Earth Pressure Coefficient: 11 � pcf 120 pcf 60 pcf Ko = 033 I� = 0.5 KP = 3.0 ' Origgers Engineering Services Incarparated � 8 � � The at rest lateral ea.rth pressure coef#icient 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 surchazge loads during construction, such as stockpiled soil, must be superimposed. Naturally, #he design must include an appzopriate factor of safety with respect ta the design Ioads. 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 rninimum of 12 inches below the bottom ofthe planned pit elevation. We recommend careful geatechnical inspectian at the undercut elevation to identify any unexpected pockets or zones of increased compressibility that may warrant further undercutting. However, excessive undercutting should be avoided if possible. Where highly organic sails are excavated, they should be undercut to their fiill vertical depth and replaced with compacted backfili in order to provide proper pipe support. The boring locations at which highly organic soils were encountered aze discussed in the previaus sections. Most of these locations appear ta be in proximity to exisfiing wetlands. FolIowing removal of the undercut soils, the excavation should be backfilied ta the planned pit bottom elevation utilizing compacted granularbackfill, crushed concrete, crushed granite ar hard durable crushed limerock having a grading corresponding to an FDOT No. 57. The gravel should be uniformly compacted so as to produce a fum and unyielding subgrade for construction. The gravel Iayer will also aid in collecting seepage into the excava#ion. 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. Dewaterin� - Depending upon the depth of excavation and groundwater Ievels at the time of construction, dewatering may be needed to maintain groundwater levels belaw excavation depths as well as below any jack and bore casing elevation. As with all dewatering programs, it is important to maintain careful observations of the effec#iveness of the system prioz to initiating excavation and constructian activities. It would, therefore, be important to install piezometers at points aiong the alignment to canfuni the effectiveness of the Origgers Engineering Services Incorpa�ated � LJ J ' � � ' � � ' � ' � ' , ' , I� , f� ' � � ' , , ' 0 dewatering. The dewatering system must consider potential settlement effects in the vicinity of the roads, utilities or neighboring structures. Therefore, it is recommended #hat the contractor retain a competent dewatering consultant to assist in praperly designing the dewatering system. Suitabiliiy 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 j acking and receiving pits. T'hese fine sands comprising the SP to SP-SM Unified Soil Classifications or the AASHTO A-3 desigmation shouId respond effectively to conventional vibratory compaction. Sands with increased fines content, such as the silty #o clayey sands (SM to SC, or A-2-4 and A-2-5 sails) typically penetrated below the cleaner sands could be blended with the cleaner sands #o enhance their workabili#y. Clay soils {CH or A-7-� and highly organic soils (Pt) should be excluded from backfill. It is important to recognize that the soils may exist at lugh moisture cantents when excava#ed 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 ta within f2% of the ogtimum moisture as established by the appropriate Proctor moisture-density relationship as required by pzoject specifications. RECOMMENDATIONS FURINSPEC"TION AND'TESTING - Pipe backfill and backfill placed � in jacking and receiving pits should be placed and compacted according to City af Clearwater or project specifications. Backfill under all types of paving shauld be compacted in maximum 12 inch , lifts to no less than 98 percent of the Modified Proctor dry density {AASHTO T-180). Backfll outside of paved area should be compacted to no less than 95°/Q ofthe maximum T-180 dry density. We recommend testing of backfiil at a mixumum frequency of one test per fill lift at intervals not � exceeding 3QQ feet of pipe excavation. , � ' , � LINIITATIONS - The geo#echnical investigation program was undertaken to provide general information to assist in the design and construction af the planned casing at the azeas investigated. Our investigation may not have included aIl information that the prospective contractor may require in the preparation af his bid proposal. The contractor is certainly encauraged ta conduct such additional studies as he may deem necessary to quaIify his proposal. Studies relative to environmental issues or impacts, ather than the groundwater sampling and testing included herein, was not within our authorized scope af services. Origgers Engineering Services Incorporated _ _ _ _ _ _ . _ __ ' 2 , geotechnician at loca#ions accessible to driIling equipment and free of surface obstructions and buried uti3ity lines. Boring locations are indicated by approximate station and offset on each bori.ng log. General locations of the borings are also illustrated on the appended Plates I-A tluough I-D. Thirty-two (32) hand auger borings were also conducted at nomina1504 foot intervals along the aligaments and between the SPT boring locations where the pipe profiles indicate relatively shallow embedment. These borings were advanced to nominai depths of 8 to 10 feet. Ten (10) supplemental muck probes were also conducted near boring locations where highly arganic 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 fee# of each Standard Penetration Test boring was also samgled with hand auger equipment as � precaution against encountering unknown buried utiii#y 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 AASHT� Soil Classifications corresponding to each sample interval. The SPT logs also depict tabulated and piotted Standard Penetration resistance values corresponding to each sample interval. Also included is a brief description of the Standard Penetration methad 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 labaratory tests included grainsize analyses, Atterberg liquid limit and plastic limit deterininations and organic content tests. Corrosivity series testing (pH, Resistivity, Sulfates and Chlorides) was also performed on selected samgles 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 diarneter or U.S. Standard Sieve size. GENERALIZED SUBSURFACE CONDTTIONS SOIL, CONDITIONS - The exploratory borings have generally identified a subsurface profile typicalIy consisting of an upper unit of fine sands with some to minimal silt, clay and arganic fines content. These soils generally camprise the SP to SP-SM Unified and A.ASHTO A-3 Soil Classifications. Some of the upper sands contained gravel and limerack, evidence of the previous roadway and utility constructian aiong the alignments. Driggers Engineering Services Incorporated � , ' � � r ' � , � ' r ' ' � �� n ,� �I ' , '�J � , , � �� , ' � � ' I _I L_J � � , 10 It must be understood that while several muckprobes 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 af the organic soils. It is also possible tllat highly organic or otherwise unsuitable soils could be presen# at locations beiween 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 af Florida Department of Environmental Protection "Generic Permit far the Discharge of Produced Groundwater from any Non-Cantaminated Site Activity", dated February 14, 2000. If open cuks 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 ta serve you. Shouid you have any questions cancerning our findings, please do not hesitate to contact the undersigned at your convenience. Respectfully submitted, DRIGGERS ENGINEERING SERVICES,INC. �� '`�oaoa�t�@ O�,p'S T- �9°` � e s � � � • O �� icholas T. Korecki, P.E. ��' �. `,GE�S� ��i � ?: No. 45525 �• � � Senior Geotecbnical Engineer ; � ; �. ��,�� ,� ; . FL Registration No. 45529 ; � * ' i . • i -o : STATE OF : �- : - ��`�•• c� ORIOQ; ' �lr�� - 'B��SS��NALENG..-° F. riggers P.E. �"�c:- .• e ��9�R\R��' Pres' n# FL Registration No. 16989 NTK-REP\ l 05b73-Pipeline Copies submitted: (S) Driggers Engineering Services Incarparated '_.. _ _.. ___ ' . � APPENDIX � TABLE I- SUMMARY OF GROUNDWATER INFOItMt1TION ' CLEARWATER R/O PLANT #2 PIPELINE 1 PLATES I-A THROUGH I-D - TEST BORTNG LOCATIUN PLANS � STANDARD PENETRATION TEST BORING LOGS � HAND AUGER BORING LOGS , SUMMARY QF LABOR.ATORY TEST RESULTS ' GRA�NSIZE ANALYSES ' � METHOD OF TESTING � 1 . , r � r Origgers Engineering 5ervices Incorporated � , , ' � � , , r , TABLE I- SUMMARY OF GROUNDWATER INFORMATION ' CLEARWATER R/O PLANT #2 PIP�LWE r �� r � � �� ' Driggers Engineering Services Incorporated SUNIIVIARY QF GROUNAWATER DATA R.O. #2 PIPELINE BORING3 CLEARWATER, FLORIDA OUR FTLE: DES106673 BQRING MEASiTR�D EST. BORiNG MEASURED EST. GW DEPTH SHGW GW DEPTH SHGW (FT.)* DEPTH (FT.)* DEPTH (�'•) {I'T.) 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.Q W-20A 6.4 2.p HA-1 6.2 4.5 W-20B-A 3.6 2.4 HA-2 6.3 5.0 W-20B-B b.Q 3.5 HA-2A 6.6 5.o w-20B-C 3.7 1.5 SPT-3 5.4 4.Q SPT-17 4.3 3.5 W-84 3.8 2.5 SPT-I8 9.9 7.S HA-4 4.4 2.0 SPT-I9 5.8 4.0 HA-S 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 3.4 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-i 1 4.9 3.0 WB-4 5.6 4.0 HA-12 7.2 5.4 HA-27 4.5 3.0 HA-13 7.1 5.0 WB-1 S.5 3.5 HA-14 6.5 S.4 W-83-A 8.3 4.5 ' _ _ _ __ _ _ _ _ __ ___ _ _ _ __.... SIJMMARY OF GROUNDWATER DATA , R.O. #2 PIPELINE BORINGS CLEARWATER, FLORIDA � ' u , l� ' ' LJ � , , � � � ' , � OUR FILE: DES1Ub673 BORING MEASURED EST. BORING MEASURED EST. GW DEPTH SHGW GW DEPTH SHGW (FT-}* DEPTH (FT.)* DEPTH (�'•) (FT•) W-83-B 4.3 2.5 HA-39 4.8 2.5 W-83-C 3.Q 1.0 SPT-43 6.8 3.0 HA-28 6.3 3.4 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.� SPT-36 >10 2.0 SPT-51 4.5 1.5 SPT-37 >1Q 3.0 HA-52 4.5 4.0 SPT-37A 43 2.5 SPT-53 6.0 4.p W-11 1.7 1.0 W-2 2.4 1.4 HA-42 3.5 2.0 SPT-54 6.2 4.0 SPT-41 7.2 5.0 HA-55 4.4 2.0 HA-4U 5.1 3.0 W-1 4.7 3.0 SPT-38 5.8 3.0 .L I��Y 11� 1 � � �ur,r�gs per�vrmea in �ept�maer, luiL. Remaining borings performed in Novernber-December, 2012 PLATES I-A THROUGH �-D - T�ST BORING LOCATION PLANS Origgers Engineering Services Incorparated M I :; ��n�iin�c�r��t�u::' m A�1:�.�..Y�j i "�I' �' [ -''+tr�i��l _ � j��.�.''. �'.;��;�. "cl��. .. !.� .. �' i� �.� �� or,y� � J ��j � J �� ="��`��.LG��I r/� C.'7 --"�� s�s!��...'�y .��.�.�,` i _: {4 =�J�� I,'i::i .,,;.� I:.��.�j r.,=,�,,i',y;� �.�� _I.' 'i�". �ti;-��. ' :c_ .,ti. _ �=�w^ _1' if.;'I.i ;�-.�- ��'f:_�.i ;.� .. ....:I:•. _7jlri �. . ~'�`ri+��rr�� :'n1:t� : ..._- �� - ;:�i� � i� ., �� p�.i �,r �� f► � ��\ �Il�ir. •_., ,•.��rii�"`"'lwiL � �� b � �I J � � 0 � � �. � n � ' ' �.�_ • . . �� ;`�"..: r �.,.._ - � .. �� . � �t �r � � � � � � a■ � � � � � a� w� � � � � Y • . , � .I'� ' . , r'. _ .. . .(... . • ' . V. a - �iG',.. ,�e • ' '.�y��' ' ; ' �:,:i�.�`:i.�C �.�' �i �i.• . , . , rf�,' . ..5�,.!r s • � . . ': i :'.:;. � :;i�.' � . . . . . . .. ... .. . � . . . _. -i,..r:,. �. ..:i.�..�'�, � � C �� LJ � � � � � � � �J DRIGGERS EI\IGINEERING SERVICES INC�RP�RATED Project No. DES 106673 BORING NO. SPT-3 Project Raw Water Transrnission Main Expansion Project, Clearwater RO Plan# #2 Location See "Remarks" Foreman S.F. Completion DePth To Depth 21.5' Date 11l29i92 Water 5.4' Time Date 11/29/12 � Z W � STANDARD �- �� O n- � PENETRATION TEST � m � SOIL DESGRIPTION N�� BLOWSlFT. ON 2�� o.o. � g 's' � Q SAMPLER-140 �B. 0 � N �� HAMMER, 34" DROP mQ0 SURF. EL: �� 10 20 40 60 80 � °-=:�� Gray Fine SAND with trace of limestone fragments �'`' P SP A-3 Brown Fine SAND SP A-3 Brown and light brown Fine SAND {5P) (A-3) Light tan Fine SAND with orange veins 5 SP A-3 Li ht ra Fine SAND SP A-3 Loose to medium dense 2/3/4 _ light brown to brown Fine SAND (SP) (A-3) 5/7! 10 10 1!2!3 5/6/11 Medium dense io very dense dark brown 15 ta brown a�d dark brown Fine SANQ (SP) (A-3) 8/11/35 20 16/21/42 25 30 Remarks Location: Woodlawn St.; Sta. � 5+08; �ffset 16.5' Left of Survey Baseline Borehole Grouted Gasing Length �!� DRIGGERS ENGINEERING SERVICES � INCORPORATED � Project No. DES 106673 B�RING NO. SPT-17 Project Raw Water Transmission Main Expansion Proiect, 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 91/19/12 � z w � STANQARD u- � w O°- � PENETF2ATION TEST � m a SOIL DESCRIPTIDN v� W W BLQWS/FT. ON 2" o.o. � � � -� d SAMPLER-140 LB. 0 y N �� HAMMER, 30" DROP m�0 SURF. EL, �� 1D 20 4U 6o so 12" Asphalt Pavement 4" Shsll Base Brown Fine SAND SP A-3 Li ht brown Fine SAND SP A-3 :�F�.:� Brawn and li ht brown Fine SAND SP A-3 `�"" ' Brown Fine SAND with roots SP A-3 5 '.�"= �' i ) i ) �.._ . : :tiSN : Very loose brown and light brown 2�,�� ta light brown Fine SAND {SP) (A-3) - 1/1i2 �� s��<" Loose brown Fine SAND with roots (SP) (A-3} 3l2/4 '�" ',�; -a•�_.: : .cx� : �oose to very loose light brown ta gray silty, 5/4/3 slightly clayey Fine SAND (SM) (A-2-4} 15 2/1/3 Firm light green CLAY (CH) (A-7-6) 20 2J3/4 Stiff to hard light gray cemented CLAY (CL) (A-7-6) 25 ' 4/4/7 •w• •• 30 '. 719130 _ Remarks Location: S. Herculss Ave.; Sta. �192+87; Offset 13.0' Left of Survev Baseline Borehole Grouted Casing Length � � � � � � � � � � � � . - ' �� DRIGGERS ENGINEERING SERVICES INCORPC�RATE=D � � � � � �' � � � � P�oject No. DES 106673 BORING NO. SPT-17 Project Raw Water Transmission Main Expansion ProjectLGlearwater RO Ptant #2 . Location See "Remarks" Foreman S.F. Gompletion Depth To Depth 40.8' Date 11/19/12 Water 4.3' Time Date 11/19/12 � Z � � STANDARD � w p a N PENETRATIQN TEST = m� SOIL DESCRIPTION �n �� B�owsiFr. oH z° o.o. � � � � J p. SAMPLER-IAO LB. a � j y p g� HAMMER, 3Q" OROP mQO SURF. EL: N i° 10 20 40 60 8fl 35 5tifi to hard light gray cemented CLAY . . __....._.. _....... (CL) (A-7-6) 8I�2/15 .' .� �� 1'(/50* * 0.3' Penetration 45 50 55 60 65 Remarks Location: S. Hercules Ave.; Sfa. 112+87; Offset 13.0' Left of Survey Baseline Borehole Grouted Gasing Length DRIGGER� ENGINEERING SERVICES Project No. DES 406673 $ORIIiG NO. SPT-1$ Project Raw Water Transmission Main Expansion Project, Clearwater RO P1ant #2 Locatton See "Remarks" Foreman S.F. Completion Depth To Depth 26.5' Date 11/19/12 Water 8.9' Time Date 11/19/12 � � Z u�j F�— STANDARD u- J tu O d N PENE7RATION TEST _ � a SOIL DESCRIPTION cn W� BLOWS/F7. 4N 2�� o.�. ~ >- � O a � SAMPLER-140 LB. � �� m g O HAMMER, 30" DROP 4 SURF. EL: �� 14 20 40 BO 80 � Gra and brown Fine SAND SP A-3 Light brown Fine SAND {SP) {A-3) Tan Fine SAND (SP) (A-3) 5 Very loose brown and light brown Fine SAND 2�2�2 (SP} (A-3} !�� ' � Very (oose dark brown Fine SAND with trace ,�l�� af finely divided organic material (SP) {A-3} 'f 0 `"'�`� 1/1/1 :� riiu:�: Loase dark brown to brown slightly silty 4/313 '.r'-'�-'� Fine SAND (SP-SM} {A-3) rtiy;P t cia=�. !� F i J;i: �;g r ua;r. t •h� �i• t � ttii�s 2/2l3 I.c+a:!•. t'T17+c r c; :�-r. Medium dense brown Fine SANQ (SP} (A-3) 20 $/S/13 Very loose light grayish-brown silty Fine SAND (SM) (A-2-4) 25 3/1l2 30 Remarks Location: S. Hercules Ave.; Sta. 119+83• Offset 15.5' Ri h# of Survey Baseiine Borehole Grouted Casing Length t � � � �` � � �J � ,� � L__I � � � ' � `-�--�- DRIGGERS � � � � . -1 � u u � ENGINEERING SERVICES INCORPORAT�D Project No. DES 106673 BORING NO. SPT-19 Project Raw Water Transmission Main Expansion Project, Clearwaier RO Plant #2 Location See "Remarks" Foreman S.F. Gompletion Depth To Depth 16.5' Date 11/19/12 Water 5.8' Time Date 11119/12 W � STANDARD � J w O a N PENETRATION TEST = m a SOIL DESCRIPTI4N v� W Z BLOWS/FT. ON 2" o.�. ~ � � � -� a SAMPLER-140 LB. 0 � � � � � HAMMER, 30" DROP mQo SURF, EL: �!D 10 20 40 60 80 - Grayish-brown Fine SAND with some roots SP A-3 � Tan Fine SAND (SP) (A-3) Light tan Fine SAND (SP} {A 3} ' Light grayish-brown Fine SAND (SP) {A-3) Very toose brown and {ight brown Fine SAND 1/1/1 � (SP) (A-3) ":�: : Very loose to loose dark brown Fine SAND '" with trace of finely divided arganic maieria! 11212 :: = ;; 10 :. . {SP} (A-3) �::.:: 1l0/2 :::�: � :'': 2J3/6 � Medium dense brown Fine SANC3 (SP} (A-3) 15 5/5/8 2Q Z5 30 Remarks LocaEion; S. Hercules Ave.; Sta. 128+23; Ofiset 19.�' Riqht of Survey Baseline Borehote Grouted Casing Length t � � � � � DRIGGERS ENGINEERING SEF�VICES 1NCORPDRATED 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 11i19/12 Water 6.2' Time Date 111'19/12 � z � � STANDARD �- 0 W O a- � PENETRATION TEST � m a SOIL DESCRIPTI4N cn � W BLOWS/FT. oN r� o.o, � � � -� a SAMPLER-140 LB. 0 �� m� O HAMMER, 30" DROP a SURF. EL: N t° 10 24 40 60 80 � �,',,;� Light grayish-brown Fine SAND with roots Qr'-'•��` (SP) (A-3} :y.r.J. .;�Yr: Ta� Fine SAND (SP} (A-3) 5 Light brown Fine SAND (SP} (A-3) Very loose dark brown Fine SAND (SP) (A-3) ��.�� :k Very ioose dark brown Fine SAND 1/1/3 ,. ,. ,. ., f�:; � with finely divided organic material 10 = (SP} (A-3) ;;L::. 1/1/2 Very loose to loose brown 2�7�2 to light brown and brown Fine SAND (SP) (A-3) 95 - 2l4/5 20 25 30 Remarks Location. Druid Rd.; Sta. 151+$0; t)ffset 24.0' Riqht of Survey Baseline Bor�hole Grouted Casing Lsngth � �� 1 � ��- . DF�IGGERS ENGINEERING SERVICES INCORPt7RAT1=D �' � � �� Project No, DES 106673 BORING NO. SPT-23 Project Raw Water Transmission Main Expansion Project, Clearwater R� Piant #2 Location See "Remarks" Foreman S.F. Completion Depth To Depth 26.5' Date 11/20/12 Water 7.2" Time Date 11/20/92 � � Z W f�-. STANDAt2D � --� w p a y PENETRATION TEST = m a SOIL DESCRIPTION tA W�Z BLOWS/FT. ON 2" o.o. � � � � -� �p. SAMPLER-140 LB. 0 � � � � � HAMMER, 3Q" DROP 00 Q O SURF. EL: N� 7p 20 40 60 80 �:.�'�� Light brown Fine SAND �;.�a: with roots and rock fragments (SP) (A-3) '.�N„t: :�. : Light brown and brown Fine SAND (SP) (A-3) 5 Loose light brown Fine SAND (SP) (A-3) 1/3/3 Very loose dark brown Fine SAND (SP) (A-3) .��2 �� .�' �� Very loose fo ioose dark brown Fine SAND �':: �. 111/9 �:::� with trace of finely divided organic material �:i:i�:: (SP) (A-3) "� `� ' 2/3/5 1 �1 �. .,,,y, Medium dense dark brown weakly cemented �5 ��} � Fine SAND with finely divided organic materia! ---= (SP) (A-3} 618/1� r K t:� r�.... : Dense light brown silty Fine SAPID (SM) (A-2-4) 2� 16/15/18 ��:�:,: Medium dense ligfit brown slightly silty � a�.�:b_i: . , i,,:,: �ine SAND (SP-SM) (A-3) ?6 i taa.r �+�a �;: 7/10/10 30 Remarks Loca#ian: Druid Rd.; Sta. 165+68; Offset 40.0' Right af Survey Baseline Borehole Grouted Casing Length � � � � 1 � DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 106673 BORING NO. SPT-30 Project Raw Water Transmission Main Expansion Project, C(earwater RO Plant #2 Location See "Remarks" Foreman S.F. Completion Dep#h To Depth 16.5' Date 11l20/12 Water 9.8' Time Date 11/20/12 � Z � H S7ANDAi2D -i � p �- N PENETRATION TEST � � SOIL DESCRIPTION �n � z BLOWS/FT. ON 2H o.�, F m � � � � oW. SAMPLER-140 L8. � � � � � � HAMMER, 30" DROP m ,q O SURF. EL: ��° 10 20 40 60 80 Q 'p;;�;.a Brawn Fine SAND with roots and rock fragments :�a�>`.;.� SP A-3 n�'�•`� Light brown Fine SAND with rack fragments �b'�� SP A-3 Ligh# brown Fine SAND (SP) (A-3) 5 V�ry loose brown Fine SAA1D {SP) (A-3) ��2�2 „j.�. Very {oose dark brown Fine SAND with finely 1/O/1 = == =' divided organic material (SP) (A-3) �� Very loose dark brown Fine SAND with trace :�:�:: :�:::� of finely divided organic material (SP} (A-3) 1!1/0 _ Loose brown Fine SAND (SP) (A-3) ��5 + r, �}: Medfum danse light brown slightly silty �3 i �,a;; Fine SAND (SP-SM) (A-3) i r1 �,;; 5/6/7 20 25 30 Remarks Loeati�n: �reek �rthodox Church Entrance; Sta. 305+26.5; Offset 26.0' Riqht o# Survey Baseline Boret�ole Grouted Casing Length � � � � � � � � � �. � � �� ,� DRiGGERS ENGINEERING SERVICES INCORPORATE=D Project No. DES 1d6673 BORING NO. SPT-31 Project Raw Water Transmission Main Expansion Proieci Clearwater RO Piant #2 Location 5ee °Remarics" Foreman S.F. _ Campletion Depth To Depth 16.5' Date 11 /20/12 Water 6.4' Time Date 11/20/12 _ F STANDARD Z�� i� � W p a� PENETRA710N TEST � � SOIL DESCRIPTION cA �= Z BLOWSIF7. ON 2° o.�. 1=— � g � � a SAMPLER-140 LB. O �� m� O HAMMER, 30" DRQP SURF. EL: N�' 10 2U 40 6Q 80 � 7" As halt Pavement m;:o: '` �� Very darlc gray Fine SAND with rock fragments Vp:•:a -��•o SP A-3 '° Very dark gray Fine SAND with pieces of lar e raots and debris SP A-3 5 �ark brown and light brown Fine SAND SP A-3 Dark ra Fine SAND SP A-3 Very soft dark brown fibrous, 0J011 hi hl ar anic SILT Pt A-8 Very soft to soft dark brown WHlWHl1 �� fiighly organic SELT (Pt} (A-8) Medium dense gray Fine SAN� (SP) (A-3) 41715 Firm dark brown highly organic SILT (Pt) (A-8) 4/3/4 Loose gray to light brown Fine SAN� {SP) {A-3) 15 2/312 2a 25 30 Remarks Location: Bay Park Apartments Entrance- Sta. 313+11; Offset 44.5' Riqhf of Survey Baseline Borehale Grouted WH = Weight of Hammer Casing Length DRIGGERS ENGiNEERING SERVICES INCORP�RATED Project No. aES �oss73 B�RING NO. SPT-32 Project Raw Water Transmission Main Expansion Project, Clearwater RO P1ant #2 Location See "Remarks" Foreman S.F. Completion Depth To aepth 31.5' Date 11/21/12 Water 5.8" Time Date 11/21/12 � Q� Z W I�- STANDARD � O d y PENETRATIOiV TEST �x�' m Q SOIL DESCRIPTION rn � W BLOWS/FT. ON 2° o.�. w � d O a a SAMPLER-t40 LB. ?- p � tA m g O HAMMER, 30" DROP Q SURF. EL: �'� 10 20 40 64 80 0 �� ' Brown Fine SAND with roots and rock fragmenEs �""�'� SP A-3 6.:�;. �:::� �:�.•: Light brown Fine SAND with rock fragments U:�: �: SP A-3 ��''�'� Brov�rn Fine SAND with rock tragments (SP} (A-3) ;,�i :o: 5 ;��; :��;; a: - trace of rock fragments at depth 6.0' 2/3!3 Laose brown Fine SAN� (SP) (A-3) 1/3/6 10 M��m dense light brown to bfuish-green silty Fine SAND (SM) (A-2-4) 5�$��Q 5/7/6 Very loose gray silty, clayey Fine SAND 15 (SM-SC) (A-2-6) 2l1/1 Siiff bluish-green CLAY (CH} (A-7-6} Z0 4I416 Very stiff brown cemented, silty CLAY with trace of cream colared LIMESTONE (CL) (A-7-6) 25 7/1a/16 .: Very stiff bluish-green cemented CLAY .� (C�) (A-7-6) 30 �• 5/10/14 Remarks LQCafion: W, Senrice Rd. - U.S. 19` Sta. 330+78;5• Offset 22 0' Riqht of Survey Baseline Borehole 6routed Casing Length � � ri=� DI�IGGERS ENGINEERING SERVlCES !NC(�RP�RAT�D � � � � � Project No. DES 106673 Bl7RING NO. SPT-33 Project Raw Water Transmission Main Expansion Project, Clearwater RO Ptant #2 Location See "Remarks" Foreman S.F. Completion Depth To Depth 31.5' Date 11/21/12 Water 5.6' Time Date 1'l/21/12 � Z W � STANDARD —� W p o- � PENETRATION TEST � � SO1L DESCRIPTiQN �n � z BLOWS/FT. ot� r� o,�. � m � � � � a SAMPLER-140 LB. � y� m� O HAMMER, 3Q" DROP SURF. EL: `� � �0 2o ao sa s0 0 :� � Gray Fine SAND with shell (SP) (A-3) : Gray Fine SAND (SP) (A-3) ��.��: Dark brown siightly silty Fine SAND vvifh finely =`• �'� divided or anic material SP-SM A-3 Brown and light brown Fine SAND {SP) (A-3) 5 Brown silty Fine SAIVb (SM) (A-2-4) loose to medium dense light gray titi6 clayey Fine SAND (SC) (A-2-6) 4/716 �d � Loose light gray silty Fine SAND (SM) (A-2-�i) 3/2!4 Very soft light gray sandy CLAY (CH} (A-7-6j WH/WH/1 Firm to stiff light bluish-green 15 to light bluish-gray CLAY (GH) (A-7-6) 4!3/4 20 � - trace of limestone fragments at depth 20.0' � 4/6/fi Hard light gray CLAY (CL) {A-7-Gj Z5 6/16/26 Very stiff grayish-brown to bluish-green CLAY (CH) (A-7-6) 30 7/9/14 Remarks Location: Clearwater RfJ Ptant #2 Entcance; Sta. 334+33; Offset 66.0' Left of Survey Baseline Borehole Grauted WH = Weiqhf of Hammer Casing Length DRIGGE`RS ENGINEERII`JG SERVICES II`JCORPf�RATED Project No. DES 106673 BORING N4. SPT-34 Project Raw Water Transmissio� Main Expansion Project, Clearwater RO Plant #2 Location See "Remarics" Foreman S.F. Compfetion Depth To Depth 40.3' Date 11/27/92 Water > 10.0' 7ime Dats 11/27M2 � O � -� SOIL DESCRIPTION � °° °- � g � � � 0 SURF. EL: M � *-��r Dark grayish-brown Fine SA�f� with roots '�., and weakl cemented sand fra ments SF �"� Light brown Fine SAND with shell and rock � 10 � 20 25 30 Remarks Grayish-brown slightly siity Fine SAND SP-SM} {A-3) Grayish-6rown silty, slightly clayey Fine SAND I(5M) {A-2-4} Brownish-gray sandy GLAY with orange veins (f CH) (A-7-6) Green CIAY with seams of light gray Fine SAND �,and some roots (CH/SP) (A-7-6lA-�) Soft green CLAYwith trace of roots �CH) (A-7-6) - trace of orange veins at depth 8.0' iFicm to soft liqht green CLAY (CH} (A-7-6) Hard to very stiff lighf grayish-green to light tannish-green variably cemented CLAY (CL) (A-7-6) Hard light tannish-green cemented, sandy CLAY (CL) (A-7-6) Very loose light tanni5h-green siity Fine SAN with cemented ctay fragments (SM) �A-2-4) -10Q% lass of circulation at depth 25.0' Cream caloreti LIMESTON with seams of green CLAY colored brew St.; Sta. O�� J W a pJD ,� O �� 'I!Z/2 1/3l3 z��2 8f13/18 4/5/13 50'" 0.3' 1/Of1 50�' �* E3.5' Gasing STANDARD PENETRATION TEST BLOWSlFT. ON 2" O.b. SAMPLER-14Q LB. HAMMER, 30" DROP _ —_- � � � � �� DRIGGERS ENGINEERING SERVICES lNCC)RPORATE=D Project No. DES 106673 BORING NO. SPT-34 Project Raw Water Transmission Main Expansion Projec#, Ciearwater RO Piant #2 Location See "Remarks" Foreman S.F. Completion Depth To Depth 40.3' Date 11/27/12 Water > 1q.0` Time Date 11/27/12 W � STAN�ARD � � W p a� PENETRATION TEST � � SOIL DESCRIPTION �n � z BLOWSIFT. �N 2^ o.�. � m $ g � J d SAMPLER-'�40 LB. Q�� m� O HAMMER, 30" DROP Q SURF. EL: y t° 10 20 40 60 80 35 Cream colored LfMESTONE 50, ' 0.0' Penetratian 4Q �p* " 4.3' Penetration 45 50 55 60 65 Remarks Location: Drew St.; Sta. 406+44; Offset 80.0' Riqh# af Survey Baseline _ Borehols Grouted Casing Length 25.0' DRIGGER� ENGINEERING SERVICE� INCQRPORATED Project No. DES 106673 BORING NfJ. SPT-3a Project Raw Water 7ransmission Main Expansian Project, Clearwater RO Plant #2 Location See "Remarks" Forernan S.F. Completion Depth To Depth 40.3' Date 19/23/12 Water > 10.0' Time Date 11/23/12 F.. � Z u�,� i�- STAND14RD w- p tti O n- � PENETRATION TEST z m� SOIL aESCRIPTt4N v� W z e�ows��r. ar� r. o,o. w � Q � a a SAMPLER-14d LB. � rA N m g O HAMMER. 30" DROP Q SURF. EL: �'� 10 2U 40 60 80 "�'.°•.' Dark brown Fine SAND with rock fragments a:�: Sp A-3 �� Brown Fine SAND with trace of roots and rock fra ments SP A-3 Gra CLAY with oran e veins CH A-7-6 � i Firm green CLRY with #race of roots ;,, (CH) (A-7-6) , 21314 • - trace of roots at depth 8.0' 4/4!5 . 10 '. Firm to very stiff green weakly cemented CLAY . � (CH) (%'+-7-6} 2/3/5 . .� , • 3/6/23 . Hard green ClAY �5 with trace of limestone fragments (GL) (A-7-6} �78/�9 0 a 20 12/36/46 a '. Very soft green cemented CLAY (CH) {A-�-6) 25 '� 1/1/1 .. .� . Metlium dense green eemented, ciayey Fine SAND : (SC} {A 2-G) 30 :. 6RC8 Remarks Location; Drew St.; Sta. 413+07.5; Offset 80.0` Right of Survey Baseline Barehole Grouted Casing L�ngth 1�,0' � � ■ - ' � DRIG�ER� ENGINEERING SERVIGES INC�RPDRATED � � � � � � Project No. DES 106673 BORfNG NO. SPT-35 Project Raw V1later 7ransmission Main Expansion Proiect Cleanrvater RO Plant #2 _ Lacation See "Remarks" Foreman S.F. Gompletion Depth To Depth 40:3' Date 11/23l12 Water > 10.0' iime Date 11/23/12 _ � W � STANDARD � J W p 4 N PENETRATTON TEST � m a SOIL DESCRIPTIQN u� �� BLOWS/FT. ON Z" o.D, F- g� � J a SAMPLER-14{} LB. Q Uy � m� O HAMMER, 30" DROP Q SURF. EL• ��' 10 20 40 60 80 35 -100% loss ot circulation at depth 35.0' �p= * 0.4' Penetration Cream colored LIMESTONE 4Q �p; � 0.3' Penetration 45 5D 55 so ss Remarks Location: Drew St.; Sta. 413+07.5; Offset 80.0' Riqht af Survey Baseline Borehale Gro�ted Casing Length 10.0' DRIGGERS ENGINEERING SERVICES � � �-�w-� ■ Project No. DES 106673 B4RING NO. SPT-36 Project Raw Water Transmission Main Expansion Project, C{earwater RO Plant #2 Location See "Remarks" Foreman S.F. Completion Depth To Depth 25.5' Date 11/21/12 Water > 10.0' Time Date �1/21/�2 F. Z � � STANDAFtD i+- —� w O d� PENETRATION TEST ° � SOIL DESCRIPTION v� � z s�owsrFT. oN 2+� o.o. � � ,o, � � � � a SAMPLER-140 LB. � y� m g O NAMMER, 30" DROP Q SURF. EL: �� 10 20 40 60 80 a�,�;. 4" As helt Pavement �:a�t ' g�� Limerock Base .._ .......... .....� _ �;`�fi Dark gray sligh#ly sitiy Fine SAND with finely divided organic material and rock fragments SP-SM A-3 5 Dark brownish-gray CLAY wiih orange veins CH A-7-6 Li ht ra CLAY with oran e veins CH A-7-6 Firm bluish-green CLAY (CH) (A-7-6) 1�Zt3 `•, Firm light brown weakly cemented GLAY 2��5 � • (CH) (A-7-6} 10 • , . . 3/2/6 •. Soft brown v$ry sandy CLAY (CH) (A-7-6) y�12 Medium dense light brown clayey Fine SAND 1' : (SC) (A 2-6} 5/518 30 ' - pieces of chert at depth 20.0' 5p• 0.3' Penetration =100°fo toss of circulation at depth 22:0' Cream colored LlMESTONE 25 50' ' 0.5' Penetration 30 Remarks Location: Drew St.; Sta. 420+d8; Offse# 67.0' Riqht of Survev Baseline Bor�hole Grouted Casfing Length � � � � � � � ■ .. 1 �..�---� DRIGGERS ENGINEEl�ING �ERVIGES (I�lCDRPORAT�D � f � � � � �. � Project �vo. DES 106673 BORING NQ. SPT-37 Project Raw Water Transmission Main Expansian Project, Clearwater RO Plant #2 Lacation See "Remarks" Foreman S.F. Completiun De� pt�h To u Depth 21.5' Date 11/28/12 Water > 10.0" Time Date 11/28/12 z � � STANDARD i�i J W p n- � PENETRATION TEST ° a S41L DESCRIPTION �n �� B�ows��. orv �� o.o. � m � � � J p. SAMPLER-140 LB. 0 � � � � � HAMMER, 30" DROP mQ0 SURF. EL: N� 1D 20 40 60 60 � �� Brown slightiy silty Fine SAND with rock �"`� `� fra ments 5P A-3 � Dark gray siightly silty Fine SAND with cemented sand fra ments SP-SM A-3 Li ht ra �ine SAND SP A-3 5 Dark brown slightly silty Fine SAND SP-SM A-3 Li ht brown Fine SAND SP A-3 Brown siiry to clayey Fine SAND with trace df9/'14 o# roots SM to SC A-2-4 to A 2-6 Medium dense brown clayey Fine SAN� 2l4I5 _ SG A-2-6 �� Stiff li ht ra CLAY CH A-7-6 Firm li ht ra sand CLAY CH A-7-6 3/4/6 _ Stiffi li ht brown CLAY CH A-7-6 Stiff io hard brown and gray CLAY 215/6 with cream colored weathered LIMEST�NE 15 (CH) to (GL) (A-7-6) 4/514 20 10J16f19 25 30 Remarks Locafibn: Best Buy (EastSide o# Propertv); S#a. 447+80; On Survey Baseline Borehole Grouted Casing Length � �_ � � � � DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 106673 BORING N�. SPT-37A Project Raw Water Transmission Main Expansion Proiect, Clearwater R� Piant #2 Location See "Remarks" Foreman S.F. Completion Depth To Depth 21.5' Date 12l3/1 Z Water 4.3' Time Date 12/3/12 � y z �,�j,� � STANDARD 1t- � w O a� PEMETRA710N TEST = m a SOIL DESCRIPTION v� W� B�ows�Fr. aN 2�� o.�. ~ � � O a a SAMFLER-14D LB. � i!? � �; O HAMMER, 3Q" DROP Q SURF. EL: �� 10 20 40 60 80 � �;i''+� Gray Fine SAND with roots (SP) (A-3j i=�<: Li ht ra Fine SAND with roots SP A-3 ,�.,�.; � 9 9 Y { ) ( ) : �r�: i5�. ; ' Dark brown and light brown Fine SAND �nrith roots SP A-3 $ Brown Fine SAND SP A-3 Li ht brawn Fine SAND SP A-3 Medium dense light gray clayey Fine SAND 1/3/8 ; {SC) (A-2-6) 5/7!8 10 � Loose bluish-green clayey Fine SANQ � (5C) (A-2-6) 3/5/5 Firm bluish-green CLAY (CH) (A-7-6} 2�4�3 15 21314 '• Stiff bluish-green weakly cemented CLP,Y • � (CH) (A-7-6) 20 ' . ' 1/717 25 3D Remarks Location: Clsarwater RO P1ant #2 (East Side of Property}; Sta. 439+66� Offset 2.0' Riqh# of SurveY Borehole t;routed Casing Length � � � � � � � � � � ■ � 1 �.�--1 DRIGGERS EIVGINEERING SERVICES INCORPORAT�D � � � � u � � � Project No. DES 106673 BORING NO. SPT-3$ Project Raw Water Transmission Main Expansion Project, Cleatwater RO Plant #2 Location Ses "Remarks" Foreman S_F. Completion Depth To Depth 16.5' Date 12t3/�2 Water 5.8' 7ime Date 12/3/12 W � STANDARD w 0 W p a y PENETRATION TEST a S�IL DESCRIPTlON �n W w BLOWSIFL ON 2" o.p. � � � � J � SAMPLER-140 LB. Q N� �� lL HAMMEl2, 30" DROP m � � SURF. EL: y� 10 20 40 60 80 0 ��, � 3" As halt Pavement �t��; 8" Limerock Base '-�'��R� Brown slightly silty Fine SAND •;,: with rock fra ments SP-SM A-3 Brown slightty silty Fine SAIVD with roots 5 SP-SM A-3 Gray sandy CLAY (CH) (A-7-6) Loose to medium dense light gray 2�4�5 ciayey Fine SAND (SC) (A-2-6} - trace of phosphate at depth 8.0' 5/7l4 �a Soft to firm bluish-green toligh# gray CLAY (CH} (A-7-6) 2/2!3 2l212 15 2/3/3 20 ?5 30 Remarks Location: Drew St.; Sta. 706+45.5; Offset 38.0' Riqht of Survey Baseline _ Borehole Grouted Casing Length � DRIGGERS ENGINEERING SERVIGES INCORPORATED Project No. DES 106673 BORING NO. SPT-41 Project Raw Water Trensmission 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' 7ime Date 14/28/12 � � Z � � STANDARO -� tu O a� PENETRATION TEST = g a SC?IL DESCRtPT10N �n W Z BLOWS/FT. ON 2° o.�. W�„ a �� SAMPLER-140 LB. 0 M y � g� HAMMER, 30" DROP Q SURF. EL: ��D 10 2U 40 60 80 �= =� Dark brown and, gray Fine SAND with raots ;'` j<' SP A-3 74� ? � " :?< �: Light gray Fine SAND with roots (SP) (A-3} Darkbrawn Fine SAND (SP) (A-3} Brown Fine SAND {SP) tA-3) 5 Light brown slightly si{ty Fine SAND �!$n SP-SM A-3 Medium dense light grayish-brown cta e Fine SAND SC A-2-6 5�� ,�� Stiff to firm light gray to gray sandy GLAY � {CH) {A-7-6) 2/3/2 Ficm to very soft light gray CLAY {CHj (A-7-6) � - trace of limes#one fragments below depth 12.0' 31213 15 ° 1/1/1 0 Very stiff bluish-green sandy SILT with limestone fragments (MH) (A-4) 20 5/9 0/11 Very stiff light gray sandy SILT {MH) (A-4) 25 8/10J11 Cream cofored LIMESTONE 30 'i2122/50` * 0.5' Penetratio Remarks Location: lsland In The Sun MHP (S. Side of Prope }� Sta. 793+6T Offset 3:Q' Left of Survey B/L Borehole Grouted Casing Length � � � � DRIGGERS ENGIRIEEI�ING �EI�VICES INCORPORATED � � � �� Project No. DES 106673 BORING N(J. SPT-43 Project Raw Water Transrnission Main Expansion Project, Clearwater RO P1ani #2 , Location See "Remarks" Foreman S.F. Completion Depth To Depth 31.5 Date 12/3/12 Water 6.8' Time Date 12f3/12 Z W �.�. STANdARD t~i. -� � p �- � PENETRAilON TEST � � SOIL DESCRIPTI�N �n � z BL01NS/FT. ON 2° o.�. � � � � J � SAMPLER-740 lB. 0 � y m` O HAMMER, 30" DROP Q SURF. EL: � t° 10 20 40 fib 80 � � 4" As hait Pavement oap. � 8" Limerock Base Brown Fine SAND with rock fra ments SP A-3 Li ht brown Fine SAND SP A-3 r�`:�:•,: Gra Fine SAND SP A-3 5 Dark brown slightly sifty Fine SAND SP-SM A-3 � Loose light brown Fine SAND (SP) (A-3) ��5 :e:: ��.� Very Eoose light brawn Fine SAND 3��1 ' ' � ��` with trace af roots (SP) (A-3) 10 ''�' ::'-:`: 1/2/2 =r:::-�: � i��:�: Loose light brown slightly silty Fine SAND i;a ;'. with trace of dark brown Fine SAND �/2�3 SP-SM A-3 �� Loose light brown silty Fine SAND (SM) {A-2-0) 1/3/7 Very loose bluish-green silty �ine SAlUD with trace of phc�sphate and trace of CLAY 2d (SM) {A-2-4) 1/U1 •, Very stiff to hard light gray • weakly cemented C�AY (CH) to (CL) (A-7-6} 25 ' . ` 3/9/14 . . ,� . �• , 30 • ' • 1 iJ/15119 . Remarks Location: Drew St� Sta. 723+p� � Offset 31.0' Right of Survev Baseline Borehole Groated Casing Length DRfGGERS ENGINEERING SERVIGES � INCORPORATED � Project No. DES 106673 BORING NO. SPT-44 Project Raw Water Transmission Main Expansion Proiect, Clearwater RO Plant #2 Location See"Remarks" Foreman S.F. Completion Depth To Depth 16.5' Date 11128/12 Water 6.0' Time Date 11/28l12 F y Z W Ia— STANDARD � � w O�� PENE7RATION TEST � �a SaIL DESCRIPTIC?N v, W W B�owsi�. or� a�� a�. � � � n. SAMPLER-140 LB. � v� N m� O HAMMER, 30" DROP Q SURF. EL: '� � 10 20 40 60 80 �""" Brown Fine SAND wifh roots (SP} {A-3} a;t +. ':� �� Brown Fine SAND with trac� oficemented sand ..` fra ments SP A-3 Brown Fine SAND SP A-3 Light gray Fine SAND (SP} (A-3) 5 Medium dense to loose ��/6 )ight brown to brown Fine SAND (SPj (A-3) 3/4/4 �� ' i.$y��: Laose brown to light brown slightly silty ��'"• Fine SAND with raots {SP-SM) (A-3} �3/3 � �: c �.i: �.�ta��• �a:� �: 2l313 �� Stiff bluish-green CLAY {CH) (A-7-6} 1S 3/5/5 20 25 30 Remarks Lc�cation: Drew St. {Wetland Crossinq #1)• St�. 822+95� O#fset 3.5' Riqht of Sutvev Baseline Borehote Grouted Casing l.ength � � �� 1 �M�� DRIGGERS ENGINEERING SERVICES INCt�RP�RATED � � � � � � � � � � � � Project No. DES 106673 BORIMG NO. SPT-45 Prc�ject Raw Water Transmission Main Expansion Project, Clearwater RO Ptant #2 Locatian See "Remarks" Foreman S.F. Cornpletion Depth To Depth 16.5` Date 11/28J92 Water 5.8' Time Date 11/28/12. W H STANDARD t~i -� W p�- � PENETRATf4N TE5T = m a SOI� DESCRIPTION �n � W B�owst�r. oN z�� o.�. a g� �, a SAMPLER-940 LB. W� � N m� O HAMMER, 30" DROP SURF. EL: N� 1Q 20 40 60 80 f`�''�� Dark ra Fine SAND with roots SP A-3 s� .. 9 Y ( ) t } y��"�; Grayish-brown Fine SAND with roots (SP) {A-3) '`' '' Brown Fine SAND with roots SP A-3 ' s� �`- Light brown Fine SAND with roots (SP) (A-3} ; �.:��; . o,'�r�: .,.. r;,i 5 :'�;-": �,t� : Loose light brown Fine SAND (SP} (A-3) 2!4/5 4/6/6 ��:;:a�` Medium dense to loose dark brown to brown �p ' ��i�': slightly siliy Fi�te SAND (SP-SM} (A-3} r `a?-'; 2/3/3 i'r; � ;; rcia.7. 19�1�P1� rti�t�. t caa��s 3/5/$ t�tjy3: Medium dense light brown Fine SAND (SP} (A-3) 15 8/16/14 20 25 30 Remarks Loc�tion: Kapal� Park; Sta. 824+24• Offset 2.0' Riqht of Survev Baseiine _ Borehote Grouted Casing Length DRIGGERS ENGII`�IEERlNG �ERVICE� INCORPORATED Project No. DES 106673 BORING ND. 5PT-46 Project Raw V1Jater Transmission Main Expansion Proiect, Clearwater RO Plant #2 Location See "Remarks" Foreman S.F. Comptetion Depth Ta Depth 'l6.5' Date 19/30/12 Water 5.7' Time Date 11/30/12 � � Z W r STANDARD � Q W O�� PENETRATtON TEST = m� SOIL DESCRIPTION cn W z BLOWS/FT. ON 2�� o.a. p~, � � � ,� a SAMPLER-140 LB. 0 tA y m� O HAMMER, 30" [iROP a SURF. EL: �'� 10 20 40 s0 80 Q :,•� ir;' Gray Fine SAND with roots (SP) (fl3) Y�� „�,,, ,. .C� Light brown Fine SAND (SPj {A-3) Brown Fine SAND (SP) (A-3) Tan and brown e1a e Fine SAND SC A-2-6 5 Brown and tan weakly cemented, clayey Fine SAND SC A-2-6 Loose brown sitty, slightly clayey Fine SAN� ��4� SM A-2-4 , Stiff li ht reen and ra CLAY CH A-7-6 r StifF gray and green weakly cemented CLAY 5/6/7 '10 ' • (CH) (A-7-6) . "•. 2/4/6 Firm green CLAY (CH} (A-7-6) 2/414 . �5 21315 20 xs 30 Remarks Locakian: Kapok Park; Sta. 832+62� pfifset 55.4' I�iqht of Survey Baseline Borehoie Grouted Casing Length � _. � � � DRIGGE ENGINEERlNG SERV RPORATFD RS 10ES INCO � � � �V � � Project No. DES 106673 B�RING NO. SPT-47 Project Raw Water Transmission Main Expansion Praject, Clearwater RO Plant #2 Location Ses "Remarlcs" Foreman S.F. Gompletion Depth To Dep#h 41.5' Date 11l30/12 Water 9.6' Time Date 11i30/12 W � STANDARD � -� W p a y PENETRATION TE57 � � S�IL DESCRiPTION r� � z eLOws��7. oN 2° o.o. � m � � � J p�. SAMPLER-140 LB. 0 rj � � g� HAMMER, 30" DROP mQ0 SURF. EL: Nt° 90 20 40 60 80 � Dark gray Fine SAND with roots and rock fra ments SP A-3 - Brown silty, slightly ctayey Fine SAND (SM) (A-2-4) 5 Brown and tan Fine SAND SP A-3 Brown Fine SAND SP A-3 1/2/4 Loose brown Fine SAND with seams of brown CtAY '': .� SP/CH A-3/A-7-6 �� Very loose dark brown siightly silty Fine SAND 1/2t1 �� with roots and finely divided organic maferial i.�aeei� SP-SM A-3 rc��a. 1l1/2 ,�,:�;�: Very loose dark brown slightly silty Fine SAND ,z,:rr. (Sp_SM} (A-3) Fy}a:�: �,.,,:,: 110I2 Mi]]1 �� ioose dark grayish-brown Fine SAND (SP) (A-3) , 2/3/6 Medium dense light gray Fine SAND (SP) (a-3) 20 3/616 Medium dense dark bruwn Fine SAND (SP) (A 3} 2'S 519/10 ,�,��:�; Loose #o medium dense dark brown s[ightly silty ��a� Fine SAND with finety divided organic matenal 30 �� (SP-SM} �A-3) c� r.r 2/3/3 r� sr: 'r.r�xr �� x CL'7`1�� s�. it',!� Remarks Locatian: Wetlarr� Crossing.; Sta. 907+10; Offset 59 A' Left af Survey 8aseline Borehole Grouted Gasi�g Lsngth � � �� DRIGGERS ENGlNEERING SERVICES INCORPORATED Project No. DES 106673 BORING ND, SPT-47 Project Raw Water Transmission Main Expansion Project Cl�arwater RO Plant #2 Location See "Remarks" Foreman S.F. Cc�mpletion �epth To Depth 41.5' Date 19130/92 Water 9.6' Time Date 11130/12 F- � z w t�- STANDARD "- � w O a� PENETRATION TEST i m Q SOIL DESCR1PT14N m w z BLOWSlFT. oN 2° o.�. a � � � -� a SAMPLER-140 �B. � u}i � �� O HAMMER, 34" DRQP Q SURF. EL: �� 10 20 40 60 80 35 �!:3:' Loose to medium dense dark brown slightfy sitty _.. _ �... ... .. .,......... . ��7�:� Fine SAND wifh finely divided ocganic material c��•�: 2/5/6 cr3s� (SP-SM) (A-3) Ct� Y•L �,� x� rc�;_: t�� St C��d t C�ai �� iGO.fi ='�; = =' 7/14l16 45 54 55 SO f,5 Remarks Locabon: Wetland Crossinq_`• Sta. 907-�10; Offset 59.tY Left of Survey 8aseline Borehole G�outed Casing Length � � — � DRIGGERS ENGINEERfNG SERVICES If�JCORPDRAT�D � � � � � � � � � � � � � � � � � Project No. DES 106673 Bt�RING NO. SPT-51 Project Raw Water Transrr�ission Main Expansion Project, Clearwater RO Piant #2 Location See "Remarks" Foreman S.F. Campletian DeptM To Depth 16.5 Date 11l29/12 Water 4.5' Time Date 11/29/12 W � STANLIARD t~ � W p o- � RENETRATIDN TEST a SOIL DESCRIPTION tn �� BLOWSlFT. oN 2�• a.o. �— � g `'-� —� a SAMPLER-140 LB. ny N m g O HAMMER, 30"' DROP SURF. EL; �� 1Q 20 40 80 80 °'=''� Dark gray Fine SAND with trace of roats :.:: :�: and limestone fra ments SP A-3 -- � ►� ;�� Gra Fine SRNp SP A-3 Dark brawn Fine SAND wi#h roots and finely divided or anic material SP A-3 � Dark ra Fine SAND SP A-3 Brawn Fine SAND SP A-3 �� Li ht brown Fine SAND SP A-3 .,ti,";'; Loose tight tan Fine SAND wi#h trace of roots '�/'�14 SP R-3 Medium dense dark brown silty Fine SAND 61817 � fl : ; {SM) {/4-2-�4) s�sn Firm light gray sandy CLAY (CH) (A-7-6) 2/2!3 Very laose gray silty to clayey Fine SAND 15 (SM} to (SC) {A-2-4) to (A-2-6} 1/1t2 i 20 I itrJ 30 Remarks Location: Drew St.; Sta. 757+69; Offset 37.0' Ric�ht o# Sr�rvev �aseline Borehole Grouted' Casing Length � �� DRIGGERS ENGINEERING SERVICE� INCC.iF3PC�R�4TED Project No. DES 106673 BORING NO. SPT-53 Project Raw Water Transmission Main Expansion Project Clearwater RO Piant #2 Location See "Remarks" Foreman S.F, Completion Depth To Depth 16.5' Date 1'l/29/12 Water 6.0' Time Date 11/29/12 F- y Z w►�- STANflARD u- J W O�� PENETRAT1f?N TEST � m a SOIL DESCRIPTION v� W W BLOWS/FT. ot� 2° o,�. a � � � -� a SAMPLER-140 LB. � cn y m� O HAMMER, 30" DROP a SURF. EL: N tO 10 20 40 60 80 0 :�i:�: i Gray Fine SAND with roots (SP) (A-3) ; -`= �� •;� = -: y_ri. y:! j�i: ��F Brown Fine SAND SP A-3 $ Dark brown Fine SAND SP A-3 Brown sli htl sil Fine SAND SP-SM A-3 r E�:�:�': Tan and browrn weakly cemented, silty, t.�,xr 3/2/1 �; a; a, sli htl cla e Fine SAND SM A-2-4 Very loose light brown slightly silty Fine SAND SP-SM A-3 3/5/6 10 � Medium dense light gray clayey Fine SANQ SC A-2-6 4/5/3 Firm light gray CLAY (CH} (A-7-6) Medium dense light gray very c{ayey Fine SAND 315l8 (SC} (A-2-6) Stiff light gray CLAY (CH) (A-7-6) 15 3/5!5 20 25 30 Remarks Locatian: Galais Ln.; Sta. 846+71; Offset 38.0' Left of Survev Baseline Borehole Grouted Casing Length � � � t � � � � � � � � � � � � � � � . �� ,. ENGINEERING S'ERVIGES INC(�RPORATED Project No. DES 1Q6673 BORING NO. SPT-54 Project Raw Water Traosmission Main Expansion Project, Gleanrvater RO Plant #2 Location See "Remarks" Foreman S.F. Gompletion Depth To Depth 16.5' Date 11/30/12 Water 6.2' Time Date 1'1/30/12 W � STANDARD t~i. 0 W Q�- � PENETRATtON TEST a SOIL DESCRIPTION � W� B�owst�r. oN 2�� o.D. � � � � J p. SAMPLER-140 LB. � y� �� O HAMMER, 3Q" aROP 4 SURF. EL: �� 0 2o ao so so � Dark grayish-brown Fine SAND with roots SP A-3 "° � Dark brown Fine SAND SP A-3 '��'��" Li ht brown Fine SAND SP A-3 r,[��a- ��f'a='-` Tan Fine SANQ with roots SP A-3 cr1�.+: 5 ,�_ . Tan sli htl si! Fine SANQ SP-SM A-3 '�'r.': Tan ar�d light brown slightly silty Fine SANQ SP-SM A-3 Very foose to medium dense light brown ��2 to brown Fine SAND {SP) (A-3) 3/3/5 10 zian Stiff grayish-green sandy CLAY (CH) (A-7-6) 41417 �� Medium dense gray silty, slighUy clayey Fine SAND {SM) (A-2-4) 6fT110 20 25 30 Remarks �ocadon: Madera Ave.; Sta. 854+92; Of#set 10.Q' Riqht of Survey Baseline Borehote Grouted Casing Length DRIGGERS ENGINEERING SERViCES INCORPORATED Project No. DES 106673 BORlNG NO. W-1 Projec# Remote Weil Sites & Raw Water Pipelines Clearwaker RO Plant #2 Location See Plate i-A Ft�reman J.R. Campletion De pth To Depth 16.5' Date 9/12l12 Water 4.7' Time �ate 9l12112 � � cn z a� STAtdDARD O w � PENETRATION TEST � �� SOIL DESCRIPTION �� Q B�OWSIFT. ON 2" o.o. �, � a o � � SAMPLER-14D !B. o � m a p HAMMER, 30" t7ROP SURF. EL: �� 1Q 20 40 60 80 0 :,� >: Dark grayish-brown slightty organic Fine SAND -s ' with roots SP Gra ish-brown Fine SRND SP Tan Fine SAND (SP) 5 Vsry loose light brown Fine SAND (SP) 2/2�2 �::'.;�: Very loose dark brown Fine SAND "' " with trace of raots (SP) 2�2�� h: 40 ��. Medium dense dark brown Fine SAND } }''::: 7/12/18 -:z� with finely divided organic material {SP) Medium dense dark reddish-brown Fine SAND {SP) 13/1115 Firm greenish-gray sandy CLAY �' and ligh# tannish-gray Fine SAND (CH/SP} 4l414 20 25 30 Remarks Barehole Grouted Casing Length � � • - ' - � DR1GGERS ENGINEERING SERVICES INCORPORAT�D � � � � � � � � � V� � � L_I � Project No. DES 106673 BORtNG NQ. W-2 Project Remote Well 5ites 8 Raw Water Pipelines, Clearwater RO Plant #2 Lacation See Plate I-A Foreman J.R. Comptetion Depth 70 Depth 16.5' Date 9/12/12 Water 2.4' Time Date 9112/12 ^ w +�- STAMDARD ��'- p w � a� P�NETRATION TEST � �� SOIL DESCRIPTION � w w BLOWSIFT, aN 2" o.�. � � O a °' SAMPLER-14D LB. � �� m Q O HAMMER, 30" dRQP SURF. EL: �� 10 20 40 6b 80 0 �` Dark brownish-gray slightly organic Fine SAND with roots SP Gra ish-brown Fine SAND SP Light brown Fine SAND {SP) � � ta:�:�: Very loose tan slightly silty Fine SAND (SP-SM} t�t� �;; � � rt7:l.7: i i:i:> �. ri�yi: l.00se brown Fine SAND (SP) 1/1/5 3/3/3 �� Loose lighi brown Fine SAND (SP} i 2/3!4 � � � � Medium dense light greenish-gray c ..•: 4/6/6 z K%- slightly cfayey Fine SAND (SP-SM) �r.�. Loose ligh# greenish-gray elayey Fine SAND (SC) 15 51515 i 20 i I i 25 30 Remarks 8orehole Grouted Casing Length �i ►�J _ � � i � DRIGGERS ENGINEERING SERVICES INCC�RPORATED Project No. DES 106673 BORING NO. W-11 Project Remote Well Sites & Raw Wa#er Pipelines, Clearwater RD Plant #2 Location See Plate 1-A Foreman J.R. Compietion Depth To Depth 16.5' Date 9/12/12 Wa#er 1.7' Time Date 9/12i12 � J Z a N STANDARD � � SOIL DESGRIPTION �� Z PENETRATION TEST a w w BLOWSlFT. ON 2" O.D. am � � O a °" SAMPLER-140 LB. o �� m a p HAMMER, 30" DROP SURF. EL: �� 90 20 40 60 80 Q Dark grayish-brown Fine SAND with some roots �' �'�` and metal debris SS� �'•'=' Light grayish-brawn Fine SAND ��: _'? with trace of roots (SP) 5 ; �f: Medium dense brown Fine SAND �SP) 4/6/7 �'�'- :�- - trace of roots at depth 8.0' �:::: F' 2/7/12 10 • Medium dense light brown to light grayish-brown Fine SAND {SP) 12/15/14 Medium dense grayish-brown silty Fine SAND (SM) 13193/13 Stiff greenish-gray sandy CIAY (CH} 1b �nn Zo 25 30 Remarks 'Borehole Grou#ed Gasing Length � � � � � � � � � � � � � � �� i DRIGGERS ENGINEERING SEF�VICES INC�RPORAT�D Projeet No. DES 106673 BORING NO. W-20A Project Remote Well Si#es & Raw Water Pipelines Clearwater RO Plant #2 ._ Location Sea Plate I-A Foreman J.R. _ Completion Depth To Depth 16.5' Date 9/17/12 Water 6.4' Time Date 9/17/12 _ z u�i � STANDARD � J w 0°' � PENETRATION TEST = m 0. SOIL DESCRIPTION � w W BLOWSlF7. oN 2�� o.o. � �� O a n' SAMPLER-144 LB. o � ai m Q p HAMMER, 30" DROP SURF. EL: � t° 10 20 4� 60 80 �T"'�� Dark grayish-brown Fine SAND witF► some roots and trace of ravel 5P Light brown Fine SAND with smai! pockeis - of cla e Fine SAND SP/SC Li ht brown da e Fine SAND SP-SC 5 ':��;:�; Light brown Fine SAND with trace of clayey Fine SAND (SP) Very laose dark gray highly organic, 1/0/1 slightly sitty Fine SAND with pieces of deca ed wood Muck Pt Very soft dark brflwn fibrous, �� 10 hi hl or anic sil Fine SANQ Peat Pt Very soft dark brown highly organic SILT .�� with pieces of decayed waod (Muck) (Pt) Medium dense dark brown highly organic, 111/12 silty Fine SAND {Muck) (Pt) �� Medium dense grayish-brown slightly silty �$ ; �,a;� Fine SAND (SP-SM} � �t, �,. 911119 20 25 3U Remarks Borehole Grauted _ Casing Length DRIGGERS ENGII`JEERING SERVICES INCORPORATED Project No. DES 106673 BORING NO. W-20B-A Project Remote Weli Sites & Raw Water Pipelines Clearwater RO Plant #2 Location See Plate I-A Fareman J.R. Comple#Fon Dept�h To Depth 16.5' Date 9/17112 Water 3.6' Time Date 9117/12 � J �y z a � STANDARD O W 0 PENETRATION TEST a�� SOIL DESCRIPTION � W a B�.OWStFT. ON Z" O.D. � � � O � � SAMFLER-140 LB. m Q O HAMMER, 30" DROP SURF. EL: �� 10 20 40 60 80 � �;;� Dark grayish-br�wn slightly organic Fine SAND q.�. with trace af roots SP - �?�� Brown Fine SAND with abundant shell and rock fra ments SP r�,,:,; Dark brown highly organic, slightly silty � Fine SAND v�ith same shell fra ments Muck Pt Brown and ligh# brown slightly silty Fine SAND SP-SM ' Dark brown organic, silty Fine SAND 1/019 with ' ieces of lar e roots SM/Pt Very loose dark brown highly organic, ��p�� 5il#y Fine SAND with s�me pieces of large roots � � Muck Pt Very soft tosoft dark brown WH/9t2 hi hl or anic SlLT Muck Pt Medium dense grayish-brawn Fine SAND {SP) g/g/g Very loose light brown Fine SAND ($P) 15 3/2/1 20 25 30 Remarks Borehale Grouted WH = Weight of Hammer Casing Length � � � � � � � , � � � � � � � � � � � � ' �� DRIGGERS ENGINEERING SERVICES 1NCORPORAT�C1 Project No. �ES 106673 BORING NO. W-20B-B Project Remote Well Sites & Raw Water Pipelines, Clearwater RO Plant #2 Locaiion See Piate I-A Foreman J.R. Completion Depth To Depth 16.5' Date 9/17/12 Water 6.0' Time Date 9/17/12 w � STANDARD � � w 0 a� PENETRATION TEST � � a SUIL DESCRtPTION � W a B�OWS/Ff. ON 2" O.D. a- �. � O a SAMPLER-140 LB. o �� m Q O HAMMER, 30" DROP SURF. EL: N'� 10 20 40 60 8Q �"'�' Brown Fine SAND with some roots (SP) 4 tr :'��•'•� Brown Fine SAND with trace of roots (SP) .� �.f :: ��:: ��,�` Dark brown slightly silty Fine SAND ,��' ;= with some roots SP-SM � �4 �:` ( > �:�,{, i 4��:r: Very loose light brown and brown 1/1/1 ,:., :rr. t:,�.,a_ SllghtEy Sllty Flne SAND (SP-SM) i�i�� - trace of roa#s at depth 8.0' 1/0/1 rc??t' (�t i J:I; 10 ?•'�?J:�: Very loose dark brown slightly silty Fine SAND ;�i'3�`. with trace of eemented sand fragments (SP-SM) WH/WH/ �nj:,a,. WH i Fe��; Loose to very loose brown and dark brown 1lOt4 '"J'� to brown slightly silty Fine SAND (SP-SM} E�a��: ,J».�: r�r�� :��.,: 95 ; ii;3:,: '.�„1� 1l212 � Y t 1 ��_�: �� 5 30 Rema�ks Borshofe Grouted ._ WH = Weight of Hamrner Gasing Length Project No. DES 106673 B4RING NO. W-20B-C Project Remote Wel! Sites & Raw Wat�r Pipelines, Clearwater RO Plan# #2 Lacation See Plate 1-A Fareman J.R. Completion Depth To Depth 26.5' Date 9/17/12 Water 3.7' Time Date 9/17/12 � J � a y STANDARD p � � PENETRATiON TEST � � a S41L C?ESCRIPTI�N �' w w BI.OWSIFT. ON 2" O.D, W g q O a°' SAMPLER-140 LB. o y� m Q� HAMMER, 30" DROP SURF, EL. �� 10 20 40 60 80 0 M�: Dark grayish-brown slightty organic Fine SAND : '� wi#h roots (SP) — — ,.�,;r,• Dark grayish-brown slightly silty Fine SAND ,� ,�� wifh trace of roots and trace of limesfone fra rttents SP-SM 5 Dark grayish-brown Fine SAND wifh roek fra ments SP �7ark gray highly organic, sil#y Fine SAND �/a!1 Muck Pt Dark brown highly organic, silty Fine SAN� WHlINH/ with roots and pieces of decayed woad {Muck) WH Pi 10 Very saft dark brown highly arganic SCLT (Muck) (F't) O/1/1 re� �� Loose to very loose dark grayish-brown �.�, �,: 4I3/3 ��, ,:;: to grayish-brown slightly silty Fine SAND r �a,:�: (SP-SM) tt� ia; �� <<� ��. ,��>- c i i:+a: 3/1 /3 � c��: iir j i.yi K[lii:i> +�ra•�;= Very loose light brown slightly`sil#y Fine SAND `�"�'� (SP-SM} r c�.��: 20 i��r;:�:+: � `'''`�' 1 /1!3 . �1�.�:.�.�. �.. �� C�IO:I;P .. . i Fi��t' i•�r i y:;: Loose grayish-brown Fine SAND (SP) 25 3/3/4 3t? R�marks Borehote Grauted WF! = Weight of Hammer Casing L.ength �� i ��_ �� DRI�GEF�� ENGINEEI�I�,IG SERVICES II'�ICC)RPORAT�D � � LJ � ` � I� ' � � � � � � � L.r �� Proje�t Ns�. DES 106673 BORING NO. UtiT-32 Project Remote Well Sites & Raw Water Pipelines, Clean+vater RO Plant #2 �ocation See Plate I-A Foreman J.R. Completicsn De�pth Tu Depth 16.5' Date 9/20/12 Water 5.4' Time Date 9J20/12 w � STANDARD � J w 0�� PENETRATION TEST F� � SOIL DESCRtPTJON �n � z ., in a, w W BLOWSIFT. ON 2 O.D. W � Q O a� SAMPLER-140 LB. p ��n � a p HAMMER, 30" DROP SURF. EL: �� 10 20 40 60 80 0 °�� Gra ish-brown Fine SAND with some roots ;�tii�r� Y and limestone fra ments SP Light brown Fine SAND (SP) Tan Fine SAND (SP) 5 Light grayish-tan Fine SAND (SP} Loose light brown and light grayish-tan 2�2/3 Fine SAND (SP) Very loase brown Fine SAND with thin seams 3t112 of light brown silty Fine SAND (SP1SM) �� t+� ,�: Very loose dark brown slightfy silty Fine SAND , ,,.� j: 2l1/3 p; �_,;� with trace of finely divided organic material " SP-SM ��.=� Loose dark brown Fine SAND 2i3/6 ,._ with finel divided or anic material SP #:ta:�}: Medium dense dark reddish-brown 15 ��aa��; slightly si{ty Fine SAND (SP-SM} � �,�,;. 12/11/11 1 2U 25 30 Remarks Borehole Grouted _ Casing Length � � � � � � � DRIGGERS ENGII�,IEERING SERVICE� INCt�RPDRATED Project No. oES �OS673 BORING NO. W-35 Project Remote Well Sites & Raw Water Pipelines, Cfearwater RO Plant #2 Loca#ion See Plate 1-A Fr�reman J.R. Completion Depth To Depth 16.5' Date 9/20/12 Water 15.8' Time Date 9/20l92 r � � a � STANDARD �- W Q PENETRATiON TEST � m a SOIL DESCRIPTI4N � W� eLOWSiFT. oN 2" Q.D. d �� O a°' SAMPLER-140 LB. o N+� m Q p HAMMER, 30" bROP SURF, EL: �� 10 20 4Q 60 80 � y��"=� Brown Fine SAND with roofis (SP) .....__... ._ Light brown Fine SAND {SP) Light orangish-tan Fine SAND {SP) 5 Tan Fine SAND (SP) Very loose tan and iigh# brown Fine SAND (SP) ��2�2 - Medium dense light brown Fine SAND 3�� with some orange veins (5P} �� Medium dense dark brown Fine SAND with seams of light brown silty Fine SANQ (SP/SM) ��18 ,�� K Loose dark brown Fine SAND 2/3/6 w7he. '�; = with finely divided organic material (SP) �� Mediurn dense grayish-brown Fine SAND {SP} 417111 20 25 30 Remarks Borehole Grouted Casing Length � � � 1 :•1•�-1 DRIGGERS EI'�IG1f�lEERING SERVICES INCORPORATED LJ � � � �J � � � � � � � `_J �' � Project No. DES '106673 BORING NO. W-37 Project Remo#e Well Sites & Raw Water Pipelines, Clearwater RO Plant #2 Location See Plate 1-A Foreman J.R. Completion Depth To Depth 16,5' Date 9/19112 Wa#er 3.6' Time Date 9/19l12 ` � J Z a � STANDARD � w O PENETRATI�N TEST � �� SOIL DESCRIPTfaN � W a BLOWStfT. ON 2" O.D. � O a SAMPLER-140 LB. d �� Q p HAMMER, 30" DROP SURF. EL: � tD 10 20 40 60 80 � `��'z Dark ra Fine SAND with trace of roots SP P o Brown Fine �AND with Limerock Base SP Gra ish-brown and li ht ra Fina SAND SP Brown Fine SAND (SP) Light brown Fine SAND (SP) 5 z� �� .� Loose kan Fine SAND with,sbme roots (SP) 2/2/3 ,, _ . 34r� • Medium dense fo dense brown Fine SANQ (SP) �Ja� �� ." �� - trace of li ht brown sil Fine SAND ' ��:•' � 9 ty 4l12/19 at dep#h 1OA' .� z Dense darlc brown variably cemented, 12)17/24 r� •_;� slightly organic, slightly silty Fine SAND if M:K SP-SM� � �ii 15 - Dense dark brown Fine SAND y� �� with fineiy diuided organic material (SP) �4/�p/�p ,�r; 20 25 30 Remarks Borehole Grauied Casing Length � DRIGGERS ENGiNEERING SERVI�ES INCDRPDRATED . . . �.. : • • : � . - . - - - .- -• . . -- - � . s e : • � : � � !-� • i. • f. • t � � � � � � � �� • � Y • � • �1 � � �� , • " ' i •'�' ' 1 ! � I . 1 : 1 ��i � • • - ' � • • ' __.■.,�1�� - � �+ � •• • _ s , � , s �� ' ' � ' __.■.,,1'' _ - • • - • . � • ' ' � � __.■.,,''� � -_.■.,"�� _�.■.,"" � � !l��1111 � . ��tllli � � !l��1111 � ' - .. - . _ . . - . . - ! ��■i�1111 � � -��1111 � J -, . - - , . - � . - . : ��'l��1111 � � . - - . . . . � � ��IIII �� !!�■��1111 � �� I�.��111! � ��IIII � ��.��t1111 � ��111! ��,1111 � _��III! � ��.�III! � ��Ill! � ��1111 � ��1111 � ��1111 � ��Itll � ��1111 � ��i��1111 � _��■■,1111 � ��■■�1111 :. - . - . -. ---------- � . � � � r_ J � � � � � 0 � � ,� � 1 � � � �� DRIGGERS ENGINEERI(�IG �ERVICES lNCORPORATIED � � � � � � , � � , � �� C Project No. DES 106673 BORING NO. W-82$ ProJect Remo#e Well Sites & Raw Water Pipelinas, Glearwater R!0 Plant #2 Location See Plate 1-A Foreman J.R. Completion Depth To Depth 16.5' Date 9/21/12 Water 3.S' Time Date 9/21/12 � � Z a � STANDARD p W � PENETRATION TEST �x�' � a SOIL DESCRIPTION N w W BLOWS/FT. ON 2" O.D.. � � O a � SAMPLER-140 LB. � N N p"'�p Q p HAMMER, 30" DROP SURF. El.- �� 10 20 40 80 $0 � �:�,��'� Rark grayish-brown slightly organic, �� slightly silty Fine SAND with roots (SP-SMj Green CLAY wi#h gtayish-broH+n Fine SAND (CH/SP) '� Light brown Fine SAND with some cemented sand ''' �'' ` fra ments SP � Green CLAY with seams of ra ish-brown Fine SAND CH/SP Firm green CLAY (CH) 21274 213/4 10 3/3!4 3/3!3 Firm green silty GLAY (�H) 1S 3I216 20 25 30 Remarks 8orehole Grouted � Casing Length � DRIGGER� ENGIIrJEERING SEF3VICES INCORPORATED Project No. DES 706673 BORING NO. W-83A Pro�ect Remote Well Sites & Raw Water Pipelines, Clearwater RO Plant #2 Lacation See Plate i-A Foreman J.R. Completion Depth To Depth 16.5' Date 9113/12 Water 8.3' Time Date 9/13l12 � J � a � STANDARD �- w o PENETRA710N TEST � m a SOIL DESCRIPTION � w w BI.OWS/F7. ON 2" O.D. � � p a °' SAMPLER-140 LB. o � y m Q O HAMMER, 30" DROP SURF. EL: �� 1p ZO 40 60 80 :1�� ` Grayish-brown Fine SAND with roots (SP) >� �'' � � ' Y;y ' : . 4l : Dark brownish-gray Fine SAND (SP) Reddish-brown Fine SAND SP 5 ioose tan Fine SAND (SP) 4/515 Very loose light grayish-brown Fine SAND {SP) ti�� Very loose Eight brown silty Fine SAfVD (SM) 2/1!1 ��?�.j. Loose light grayish-brown slightly silty 2/3!5 rf,.,a: Fine SAND {SP-SM) Medium dense tan and tight brown Fine SAND (SP) '15 '10110/1Q 20 2� 30 Remarks Borehole Grauted Casing Length � � � � � � � � , � � � L_J � � � � � � � ■ �) � �' DRIGGERS ENGINEERtNG SERVICES INC�RPC�RAT�D � � �� , � � � � � � � � � � , Project No. DES 106673 BORING NO. W-83B Project Remote Wefi Sites & Raw Water Pipelines, Clearwater RO Piant #2 . Locatiun See Plate i-A Foreman J.R. Completion Depth To Depth 16.5' Da#e 9113l12 Water 4.3' Time Date 9/13/12 � Z w � STANDARD -' N 0 °' � PENETRATION TEST � � S�IL DESCRIPTIC?N u� � z ,. � � a � J w BLOWS/FT. O�N 2�.D, �. � p o. °' SAMPLER�140 LB. � �� m Q O HAMMER, 3U" DROP SURf. E�; �� 10 20 40 6fl $0 � 4f�''=' Dark grayish-brown Fine SAND with some roots ' : :::;: SP �::: : Brown Fine SAND with trace of roots (SP) � :�::�;:': :�::i.:: 5 Light brown Fine SAND (SP} Loose tan Fine SAND (SP) 6/614 413/3 10 � Medium dense tan and iight brown ; to light brown Fine SAND (SP) 4RI1Q f /q I �/�/ 1 � �5 9/9/11 zo i , 25 30 i Remarks Borehole Grouted Gasin� Length ! DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 1Q6673 BORING NO. W-83C Project Remote Well Sites & Raw Water Pipelines, Clearwater R� Plan# #2 Location See Piate !-A Fareman J:R. Completion Depth To Depth 16.5' Date 9/13112 Water 3.0' Time Da#e 9/13/12 � � � Z a � STANDARD w � PENETRATION TEST � m a SOIL DESCRIPTION � W� BLOWSlFT. ON 2" o.�. � � O a °' SAMPLER-14d LB. o �� p'�p a p HAMMER, 30" DROP SURF. EL; �� 10 2Q 40 60 80 *:::_ : Dark grayish-brown slightly organic Fine SAND with roots SP --- Gra ish-brown Fine SAN[? SP Dark brown highly organic, slightly silty Fine SAND with pieces of large roots (Muck) r�� ir pt � �F.��: ��, �,� Very laose brown slightly silty Fine SAND c caa:�. �SP-SM) r.ii �i: 1f0/1 ;+;:.:,• r,i�a�t ii� t;i; CtJ:kJ: 2�2�2 �• c y a:,, �� Loose dark brown ta brown Fine SAND {SP) 2/2/4 3/316 Loose grayish-brown silty Fine SAND (SM} 15 5/413 20 25 30 Remarks Borehole Grouted Casing Length [J � , � � � ' r � � � ' � � � � � � �J 0 DRIGGERS ENGINEERING SERVICES INCORPOf�ATL�D Project No. DES 1Q6673 BORING NU. W-$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 9/19/12 Water 3.8' Time Date 9/19/12 w � STANDARD LL -� � � °" � PENETRATION TEST � a SO1L DESCRIPTION �' w W B�OWS/FT. ON 2" Q.D. � � � � O a a SAMPLER-140 LB. � ��n m a o HAMMER, 30"� DROP SURF. EL: �� 10 28 40 6� 80 Dark ra ish-brown Fine SAND SP Gra ish-brown Fine SAND SP I Dark brown Fine SA1UD SP Brown Fine SAND SP ' i Tannish-brown Fine SAND {SP) ' 5 Very loose light brown to brown Fine SAND {SP) ,��,� U1 /3 �� Medium dense to dense brown and dark brown ! to brown Fine SAND (SP) 311��4 ''� 27/25/22 Hard grayish-green CLAY and tan Fine SANQ �� (GUSP) 19/18/16 20 25 30 Remarks Borehole Grouted Casing Leng#h i � � � � � DRIGGERS ENGII�JEERING SERVlCES INCORPDRATED Project No. DES 106673 BORING NO. WB-1 Project Remote Well Sites & Raw Water Pipelines, Ciearwater R� Plani #2 Location See Piate I-A Foreman J.R. Completion Depth To Depth 76:5' Date 9/24/12 Water 5.5' Time Date 9/24/12 � � Z a � STANDARD � S+C�IL DESCRiPT14N �� Z PENETRATfON TEST O � � a � J w BLOWS/FT. ON 2" D.D. >- � O n. °t SAMPLER-140 LB. � �� m Q O HAMMER, 30" DRflP SURF, EL; �� 10 20 40 60 80 0 '::;�; Brown and tan Fine SAND with trace of roots SP Light brown Fine SAN� (SP) Tan Fine SAND SF ��"�= Brown Fine SAND with trace of roots SP 5 .;� � � ) ::� : Very loose dark brown Fine SAND {SP} ,��,�� 2!1/3 10 Loose to medium dense t�rown ta light grayish-brown Fine SAND (SP) 2/2!4 4/5I7 Loose light grayish-tan Fine SANQ (SP) 15 4!4/2 20' 25 30 _ Remarks Borehole Grou#ed Casing Leng#h � � � � � � � � � li � � � � J� � � i 1 ■ � ' =-�--� DRIGGERS ENGINEERING SERVICES I('�IC�RPQRATE=D � L�' � L__J , � � � � � � � � � � � �� '� Pro}ect No. DES 106673 BORING N0. WB-2 Project Remote Well Sites & Raw Water Pipelines, Clearwater RO Plant #2 Loca#ion See Plate I-A F4reman J.R. Gompletion Depth To Depth 16.5' Date 9/21112 Water 7.2' Time Date 9/21/12 � � Z a � STANDARD � 0 PENETRATION TEST � �' a SOIL DESCRIPTION � w W BLQWSlFT. ON 2" O.D. � g Q O a� SAMPLER-140 LB. n �� m a p HAMMER, 30" DROP SURF. EL: N� 10 20 40 60 80 �.; _ Brown Fine SAND with roots and trace of gravel S,":cc ,' SP :'•: :, � �,�� . Dark ra ish-brown Fine SAND with roots SP �:.:; . Grayish-brown Fine SAND with limestone fra rnents SP � .:c: ;�c Grayish-brown Fine SAND with trace of raots �;-'�� SP r� :::�,,.-: Li ht brown Fine SAND SP '�`� �'= � Gra ish-brown Fine SAND with roo#s SP 1/2!2 "� � Very loose ligh# grayish-brawn Fine SAND �� with trace of roots SP 3/2/3 �O _ c;�� Loose dark brown slightly silty Fine SAND with finel divided or anic material SP-SM 2/3/5 �oose to medium dense brown Fine SAND (SP) 3I5/7 Dense reddish-brown Fine SAND (SP) 15 . 15/18120 20 26 3Q Remarks Borehole Gr�uted Casiag Length DRIGGERS EN�INEERINC SEI�VICES II'�ICORPORATED Project No. DES 106673 BORING NO. WB-3 Praject Remo#e Well Sites & I�aw Water Pipe6nes, Clearwater RO Plant #2 Location See Plate I-A Foreman J.R. Completion Depth To Depth 16.5' Date 9t24/12 Water 6.3' Time Date 9/24i12 w t�- STANDARD � "'� � 0 °" � PENETRATION TEST � g� S41L DESCRIPTI�N � W� BLOWS/FT. oN 2" O.D. r p a SAMPLER-140 LB. a N� m a p HAMMER, 30" DROP SURF. EL: �� 90 20 40 60 80 :-:: ti. Grayish-brown Fine SAND with trace of raots �:=; � and trace of sheil fra ments SP '��' �°•' Ligh# brown Fine SAND with trace � �" ` af limestone #ra menfs SP Tan and li ht brown Fine SAND SP � Tan Fine S,�ND (SP} Very loose tan Fine SAND 2/2�2 with some orange veins (SP) Medium dense brown Fine SAND (SP} ��5�� ...�. Medium dense darlc brown slightly organic '" ` ~ 4/5J10 r�,.�: = {� = Fine SAND (SP) �} },_ Medium dense dark brown Fine SAND 3�� „` � r. with finely divided organic material (SP} Medium dense brown Fine SAt�D (SP} 15 3l5/7 20 25 30 Remarks Borehole Grouted Cas'rng Length � 1 � �' 1 - --� DRlGGERS ENGINEERING SERVICES INCORPDRATFD �e �I l � , ' � � � � � , � � � � � , Project No. DES 106673 BORlNG NO. WB-4 Froject Remote Well Sites & Raw Water Pipelines, Clearwater RO Plant #2 Location See Pla#e I-A Foreman J.R. Compie#ion De pth To Depth 16.5' Date 9/21J12 Water 5.6' Time Date 9/21/12 � Z w � STANDARD '� p tNU 0 a N PENETRATION TEST � �� SOIL DE$CRIPTION � W a BLOWS/FT. ON 2" O.D. y. p a, SAMPLER-140 LB. O y� m Q p HAMMER, 30" DROP SURF. EL: �� 10 20 40 60 80 � �`' ��: Dark grayish-brown Fine SAND with trace ��'` of roots (SP) � :�: � Very loose light brown Fine SAND (SP) ; � I ar�z Loase to dense orangish-browr� Fine SAND (SP) ��2�4 ! 10 - 6J16/25 8112/16 Ve�p dense light grayish-tan Fine SAND {SP} 15 10I26l39 � 2Q 25 � 30 Remarks Borehofe Grouted Casing Length � DRIGGERS ERIGINEERING SERVlCES iNCOR'Pt�RATED HANDAUGEIt BORING LOG PROJECT:Raw WaterTransmission Main Expansion Praject CUENT: Clearvvater RO Plant #2 Reiss E ineerin I Glearwater, Fiorida WATER TASLE: DAT�: Pro'e No.: DES 106673 6 2' 1 13/12 TECHNICIAN: DATE: GOMPLETfQN DEPTH: J. . 11/33112 8.7' ` LOCATION: TES7 NUMB�R: See "Remarks" -1 J EL:EV. DEPTH m {FT) dESCR1�T��N (F�� REMARKS � � Grayish-brown Flne SAND with some roots Q d�,;'= Location: and trace of rock fragments (SP) (A-3) ��' " South Martin Luther King, Jr. Avenue; 'r3' � Sta_ XX+XX; OffsetXX' Right , ��:' ;- of Survey Baseline .�; . . : �.t� . Light brown Fine SAND (SP) (A-3) � Grayish-brown Fine SAND (SP) (A-3) � Brown slightly silty Fine SAND :� �` t � (SP-SM) (A-3) a:i: t--r 6 i�'��s � f r5:ci: a :i- E `� ' '�:�: C �, :i :l; L i :I;Y,p� (i:Ll: � a j;r}i ��:a: ra. .j :!: F 1 1 "' Could not penetrate below depth 8.7' due to V1later Table. 10 12 "14 , ' , � � � , � � � �� , ' ' DRtGGERS EN�INEERING �ERVICES INCORPOI�ATE=D IIAND A�UGER BORWG LOG PROJECT:Raw Water Transmissian Main Ekpansion Project CLIENT: Ciearwater RO Plant #2 Reiss En ineerin fnc. Clearvvater,, Florida YVATER TABLE: DATE: Pro'e No.: DES 106673 6.3' 11/ 3/12 TEGHNIGIAN: DATE: COMPLETtON DEPTH: J.S. 11113l12 9.3" . LOGATiON: TEST NUMBER: Se "R rk " HA-2 ELEV. DEPTH p�p tF.�.) D�SGRIPTiC1N �Fn � REMARKS � � Grayish-brown Fine SAND with roots 0 .=%:":' Locafion: i.i..3r '.. (SR) (A-3} �;� :`. South Martin l.uther King, Jr. Avenue; :�Y i�a.` Sta. XX+XX; Offiset XX' Right : :r„� : of Survey Baseline Light brawnish-gray Fine SAND (SP) (A-3} 2 Brownish-gray Fine SAND (SP) (A-3} 4 6 Dark gray highly organic, slightly silty Fine SRND with trace of roots Pt A-8 $ Brown Fine SAND {SP) (A-3) � ' Could not penetrate below depth 9.ti' due to Water 7�ble. 10 12 14 DRIGGERS ENGINEERING SERVlGES I ♦ � HAND AUGER BORING LOG PROJECT:Raw Water Transmission Main Expansion Project CLIENT: Clearwater RO Plant #2 Reis En ineeri nc: Ciearwaier, Florida WATEf� TABLE: DATE: Pro'ect No.: DES 10b673 6.6' 11/13/12 TECHNiCIANt DATE: C�MPLETIDN DEPTN: J.S. 11113i12 8.0' LOCATIQN: 7E5T NUAABER: "R marks" -� � E�'�v' UESGRIPTION DEPTH � REMARKS (FT1 iFT} y- N Grayish-brown Fine SAND with some � ��:' tocation: roots, rock and shell fragments �� South Martin Luther tGng, Jr. Avenus; (SP) (A-3j •'°"�¢ • Sta. XX+XX; Qffset XX' Right ��; � • of Survey Baseiine o. i��. Tan Fine SAND (SP) (A-3) 2 4 Light tan Fine SAND (SP} (A-3) 6 Tannish-brown Fine SAND :�,. with trace of roots {SPj �A-3} �c : ; :;�. 8 10 12 14 LJ � � � � L__J L_I � �� 1 u � � � � � �1 � , 0 DRIGGERS ENGINEERII\!G �ERVI�ES INC(�I�PQRAT�D HAND AUGER BORING LOG PROJECT:Raw Water7ransmission Main Expansion Project CUEN7: Cleanraater RO Plant #2 Reiss En ineerin Inc. Clearwater, Florida WATER 7ABLE: DAT£: Aro"ect No.: DES 106673 4.4' 11/13 12 TECHNICIAN: DATE: COMPLETION DEPTH: J.S. 11/13/12 6.8" tOCATION: TEST NUMBER: See"Re MA-4 ELEV. DEPTH � {F� DE5GRIPTION iFT) g REMARKS r � Dark brown Fine SAND � Loeation: South Highland Avenue; with su�cial roai mat (SP) (A-3} Sta. XX+X)C; Offset XX' Right of 5urvey Baseline Dark brown Fine SAND SP A-3 Dark brown Fine SAND with trace �* �;:� of finely divided organic material Z ;::�,; (SP) (A-3) :�;; : Dark brown Fine SAND (SP} {A-3} 4 6 " Could not penetrate below depth 6.8' due to Water Table. 8 '10 '12 14 . - � �� DRIGGERS ENGINEERING SERVtCES INCQRPt�RATED HAND AUGER BORING LOG PROJECT:Raw Water Transmission Main Expansidn Project GLIENT; Clearwater RO Plant #2 Reiss En ineerin Inc. Clearvvater, Florida WATER TABLE: DATE: Pro'ect No.: D S 106673 6:2' 11/131i2 TECHNICIAN: DATE: COMPLETIQN DEPTNt J.S. 11/13/92 8.0' LOGATION: TEST NUMBER: e "Remarks" A- J ELEV. DEPTH m (�� DESCRIPI'1dN tF� � REMARKS � Br�wnish-gray Fine SAND � N- Location: South Highl�nd Avenue; with shell fragments and some roots ��'�. Sta. XX+XX; �ffset XX' Right (SP) {A-3} bs� of Survey Baseline Light grayish-brown Fine SAND � �c � � ' with trace of roo#s (SP) {A-3) : : � �i: 2 .-:: : :;: Light tan Fine SAND {SP) (A-3) 4 Light brown Fine SAND {SP} (A-3) 6 8 10 12 14 ' u � ' � � � � � � � l_� � � � � � � � , ' l Jl� ' � ' ' � , ' i , ' � � � � r ' ■�1- -1 DRIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BOWNG LOG PROJECT:Raw WaterTransmission Main Expansion Project GLIENT: Clearwater RO Plant #2 Reiss En ineerin inc. Clearwater, Florida WATER TABLE: DATE> Pr 'ect N.: DES 106673 6.0` 11113/12 TECHNICIAN: DATE: GOMPLETION DEP7H: J.S. 11/13/12 8. ' LOCATION: TEST NUMBER: See "Rem t " HA- J ElEV. DEPTH m (FTj DESCRIPTtON tF� g REMAf�KS N Dark grayish-brown Fine SAND � �:�;,:" Location: South Highland Avenue; with roots (SP} (A-3) :�;�:-,'} Sta. XX+XX; Offset XX' Right � � Y� ' of Sunrey Baseline Tan Fine SAND with trace of roots ::�: :: � (SP) (A-3) ::� 2 '�`, : y: :4. Light tan Fine SAND (SP} (A-3) . 4 Light brown Fine SAND (SP) (A-3} 6 8 10 12 14 � . �� ENGINEERING SERVICES INCORPDRATED HANDAUGER BORING LOG PROJEG7:Raw WaierTransmission Main Expansion Project CLIENT: Clearvvater RQ Plant #2 Reiss En ineerin Inc. Ctearwater. Florida WATER TABLE: DATE: Pro No.: OES 106673 5.0' 11/1 12 TECHNIGIAN: DATE: COMPLETION DEPTH: J.S. 11l13/12 8.0' LOGATION: TEST NUMBER: m rk " HA-7 ELEV. DESGRIPTION DEP7H � REMARKS (FT) jF� �, Grayish-brown Fine SAND p� :°�' Location: South Highland Avenue; with rock fragments and some roots �:,.�r�, Sta. XX+XX; Offset XX' Right (SP} (A-3) -�,:`-'�'�, of Survey Basefine �- �. �� Light brawn and brown Fine SAND {SP) (A-3) 2 Light tat� Fine SAND {SPj (A-3) 4 Light tannish-brown �ine SAND � (SP) (A-3) 8 10 12 14 LJ I��_ � L__1 � � ' � � � ' ' , � � �� l-1 � � , , , , , ' , ' ' ' � , ' ' � � � ' , DRiGGERS ENGIP�IEERING SERVICES INCORPOF�ATE_D HA.ND AUGER BORTNG LOG PROJECT:Raw Wafer Transmission Main Expansion Project CLIENT: � Clearwater RO Piant #2 Reiss En ineerin Inc. Cieanvater, Fiorida WATER TABLE: DATE: Pro c No.: DE 106873 5.1' 11l13/12 TEGHNICIAN: DATE: C�MPIETION DEPTH: J.S. 11/131t 2 $.0' LdGAT10N: TEST NUMBER: See "Remarks" A- ELEV. DEPTH m (Fn DESCRiPT10N �FT� � REMARKS Y N Grayish-brown Fine SAND � °� �'=- Loca#io�: South Highland Avenue; with rock fragments and some roots �`�,-.+°;�; Sta. XX+XX; Offset XX' Right (SP} (A-3) .�bc:', of Survey Baseline : s,:`� Brownish-gray Fine SANQ (SP) (A-3) 2 Light tan and gray Fine SAND � (SP} (A-3) - 4 . 6 Light tannish-brown Fine SANC; (SP} (A-3) 8 �Q 12 14 u��■ ■_ - - - .--■-. ■ HAND AUGER BORING LOG PROJECT:Raw Water Transmissivn Main Expa�sion Project CLIENi: Clearwater RO Piant #2 Reiss En ineerin lnc. Ciearvrater, Fiorida WATER TABLE: DATE: Pro"ect No.: QES 106673 4.8' 1i/13/12 TECHNICIAN: DATEt COMPLETION DEPTH: J.S. 11/13/12 8.0' LOGATI4N: TE5T NUMBER: e ^ HA-9 J ELEV. DESG}21PTION DEPTN � REMARiCS (FT) (FT) � � Grayish-brown Fine SAND a :o;; ;:Q• Location: South Highland Avenue; with rock fragments and trace of roots •`� Sta. XX+XX; Offset XX' Right {SF) (A-3} �;'= `�' of Survey Baseiine .a:a� Gray and light brown Fine SAND (SP) (A-3) Light tan Fine SAND (SR) {A-3) � 4 � Light tannish-brown Fi�e SAND (SP) iA-3) g 8 10 12 14 ' ' ' , LJ � , ' ' ' ' ' �_I ' ' ' ' ' � DRIGGERS ENGINEERIf�JG SERVICES INC(�RPORATED HAND AUGER BORWG LOG PROJECT:Raw Water Transrttission Main Expansion Project CLIENT: Clearwater RO Piant #2 Reiss En ineerin Inc. . Clearvvater, F►orida WATER T�161E: DATE: Pro ect No.: RES 106673 4.8' 11/14N2 . TECHNICIAN: DATE: COMPLETION DEPTH: �_$, 11/i4/12 8.0' . LOCATION: TEST NUMBER: See "Re �rk " A-1U J ELEV. DEPTH m {F.�� DESCRIPTiON t�� g REMARKS } � Dark grayish-brown Fine SAND � ��" ' Location: Beverly Drive; with roots SP A-3 Sfa. XX+XX; Offset XX' Right Tan and brown �ine SAND (SP) (A-3) • of Survey Baseline 4" Limestone Grave! �' �ight brown and brown Fine SAND 2 {SP} (A-3) Tan Fine SAND (SP} (A-3} 4 6 8 10 12 14 DRIGGERS E1'�IGINEERING SERVICES INCOR�ORATED HAND AUGER BORING LOG PROJECi:Raw Water 7ransmission Main Expansion Projeci CL1ENTc Ciearwater RO Plant #2 Reiss E ineenn Ine. Ctearwater, Ftorida WaTER`TABLE: DATE: Pro ec No.: DES 106673 d.9' 11114/12 TECHNICIAN: DATE: GOMPLETION DEPTH: J. . 11/14l92 8.0' LOCA7'ION: TEST NUMBER: See "R - � fl E ��' DESGR[PTION D�F� � REMARKS � � Grayish-brown Fine SAND with roots � ,';: � Location: Beverly Drive; (SP) (A-3} N=`•'� Sta. XX+XX; Qffset XX' Right Y"�+ ' of Survey Base{ine Grayish-brown Fine SAND `� � � ' with trace of roots {SP) (A-3) '�� f ; a; 4" Limestone Gravel 2 " o• Tan Fine SAND (SP) {A 3) 4 Light grayish-brown Fin� SAND (SP) (A-3) 6 8 9fl 1Z 14 ' '^1 J ' ' , u I ' ' ' , � , l_.J , ' , �l ' � ' , � , � � , � � � , ' ' ' ' LJ ' ' ' QRIGGERS ENGINEER1hJG SERVICES INCC�RPORATE=D HAND AUGER BORING LOG PROJECT:Raw Water Transmission Main Expansion Projeci CLIENT: Ciearwater RO Piant #2 Reiss En ineerin 1nc. Clearvvater, florida WATER TABLE: DATE: Pro'ect No.: DES 106673 7.2' 17J1M12 , TECHNfGIAN: DATE: GOMPLETION DEPTH: ,�.S. 11/14/12 10.0' lOCATl�N: TEST NUMBER: See "R a s" A-12 ELEV. DEPTH � t� DESCRiPTION �F� � REMARKS r � Grayish-brown Fine SAND � ` f�* Location: Nursery Roed; � �.. with suficial roots (SP} (A-3) Sta. XX+XX; Offset XX' Right � of 5urvey Baseline Light grayish-brown Fine SAND , (SP} (A-3) 2 . Tan Fine SAND (SP) (A-3} 4 6 Lighi grayish-brown Fine SAND {SP) (A-3) 8 . 10 12 14 DRIGGERS EI�IGINEERIf'�IG SERVICES If\lCDRPaRATED IIAND AUGER SORING LOG PROJECT:Raw WaterTransmission Main Expansian Project CI.IENTc Clearwater RO Plant #2 Reiss En in e n inc. Glearvvater, Fiorida WATER TABLE: DATE; Pro" No.: QES 106673 7.1' 11l14112 TECHNIGIAN: DATE: COMPLETIQN DEPTH: J:S. 11/14l12 8.0' LOCATION: TEST NUMBER: ee ° e rks" -'� J d E�F�' DESCRIPTION d�� REMARKS � N Dark brownish-gray Fine SAND � ,j,'_ �� Location: Ga#eway Drive; with trace of roofs SP A-3 Sta. XX+XX; Offset XX' Right Grayish-brown Fine SAND (SP} {A-3) of Survey BaseGne light brown Fine SAND (SP) (A-3) 2 Tan Fine SAND (SP) (A-3) 4 6 Light tannish-brown Fine SAND {SP) (A-3) 8 10 '! 2 14 ' � � LI � � � � � ' ' ' �J , ' ' L�' L_J ' , ' ' � ' , � , � , � ' , � Ll � � r � DRIGGERS ENGINEER1f'�JG �ERVICES II'�ICORPORATED HAND AUGER BORING LOG PROJECT:Raw Water Transmission Main �pansion Project CLIENT: Clearwater RO PIanF#2 Reiss En ineerin fnc. Giearvuater, Ftorida WATER TABLE: DATE: Pro'ect No.: DES i 6.5' 11l14/12 TECHNIGIAN: QATE: COMPLE710N DEPTH: J.S. 11/14/12 9:2" . LOCA710N: TEST NUMBER: "Ftemarks" � 0 tFT�' DESGR1PTi�iJ � F� � REMAf2K3 � Dark grayish-brown Fine SAND � h;;_ Location: South Hercules Avenue; with some roots (SP) (A-3) ��•'"ti' Sta. XX+XX; OffsetXX' Right .rJti=' �._.:• ofSurveyBaseline "r:;:�. . 1�=! . .� : �.��* . 8rownish-gray Fine SAND (SP) (A-3) � Light brown Fine SAND (SP) (A-3) 4 Tan Fine SAND (SF') (A-3) 6 • Light tannish-brown Fine SAND (SP) (A-3) $ ' Could not penetrate below depth 9.1' due to Water Table. 10 12 14 DRIGGERS EI\IGIRIEERI('�1G SEF�VICES II`JCORPORATED HAND AUGER BORING LQG PRQJECT:Raw WaterTransmissio� Main Expansion Project CLIENT: Ciearwater RO Plant #2 Reiss E ineerin Inc. Clearwater, Florida WATER TABLE: DATE; Pro'ect No.: DES 106673 4_9' 11l14f72 TE�HNICIAN: QATE: COMFLETION DEPTH: J.S. 11/14/12 7.&" LOCATI�N: TEST NUMBERt S e" e a HA-1 ELEV. DEP7H p�p (F.�.) DESCRIPTION (�) � REMARKS >- N Grayish-brown Fine SAN� with roats � ;,�" Location: South Hercules Avenue; and one iece of concrete SP A-3 '�� t• Sta. XX�-XX; Offset XX Rigb1 Light brown Fine SAND of Survey Baseline with lar er roots SP A-3 Tan Fine SAND (SP} �A-3) Light tan Fine SAND (SP) (A-3) 2 Light grayish-brown Fine SAND (SP) (A-3) 4 6 ' Could not penetrate below depth 7:6' 8 due to Water Tabie. 10 12 14 ' � � � ' � � ' � �� ' ' � ' � � ' � ' � � � ' � � �' ' � � � ' � DRIGGERS ENGINEERING SERViCES INCt�1�PDRAT�D HAND AUGER BORING LOG PROJECT:Raw WaterTransmission Main ExpansionProject CUENT: Clearwaier RO Plant #2 Reiss En ineerin Inc. Cleanxater, Florida WATER TABLE: DATE: Pro"e o: DES 106673 d.6' 11/1d/12 TECHNICIAN: DATE: COMPLETION dEFTHs J.S. T1/14li 2 6.T ' LOCATION: TEST NUMBER: Se " e s" � O ��' DESCRIPTION �� REMARKS } N Dark brown Fine SAND '(SP) (A-3} � Location: South Nercules Avenue; Sta. XX+XX; �ffset XX' Right Tannish-brown Fine SAND /•' oi Survey Baseline wifh trace of roots (SP} (A-3) � �` ':.�: 2 : /: �t. Grayish-brown slightly silty Fine SAND •�� (SP-SM) (A-3) ra:c�: a,G�► t ��a: r�. .t : t: t i � :i;�:r�.` t:i:�t 1: :�:E'{ Grayish-brown Fine SAND with trace �' �"�" ' of li ht reen CLAY SP A-3 Brown Fine SAND with thin searns of light green CLAY (SP/CH) (A-3/A-7-6) 6 ' Coutd not penetra#e betow depth 6.7' due to Water Table. 8 10 12 14 DRIGGERS ENGINEERING SERVICES INCDRPDRATED HAND AUGER BORING LOG PROJECT:Raw WaterTransmission Main Expansion Projeci CLIENT: Ciearwater RO Plant #2 Reiss E+ eerin Inc. Gl�arwater, Florida WATER TABLE: DATE: Rro'e No.: DES 1066?3 6.3` 11/14112 TECHNICIAN: DATE: COMPLETION DEPTH; J_S_ 11/14/12 9.0" LOCATION: TEST NUMBER: See "Remarks" HA-20 J O Ei �' DESCRIPTION �{F� g REMARKS � N Gray Fine SAND with roots {SP) (A-3) �� "�� Location: Druid Road; • • s,: %¢::t-, Sta. XX+XX; Offset XX' Right � �`��1 • of Survey Baseline Grayish-brown Fine SAND {5Pj (A-3} 2 . Tan Fine SAND (5P) (A-3) 4 Light tan Fine SAND (SP} {A-3) 6 Light grayish-brown Fine SAN� (SP) (A-3) 8 * Could not peneVate below depth 9.0' due to WaterTabls. 10 12 14 � � � � ' � � � � � � DRIGGERS ENGINEERING �ERVICES 1NCC�RPC7RAT�D HAND AUGER BORING LOG PROJECT:Raw Water Transmission Main Expansio� Project CLIENT: Clearwater RO Plant #2 Reiss En ineerin Inc. Clearvvater, Florida WATEt� TASLE: DATE: Pro'ect No.: dES 106673 6.3' 1id74/i2 TECHNICIAN: DATE: CQMPLETION DEPiH; J.S. 11/1d/12 $.8" LOCATION: TEST NUMBER: ^Re HA-22 J ELEV. DEPTN m (� DESCR�PTION �FT� � REMARKS � Grayish-brown Fine SANQ � �'' Location: Druid Road; 2-. : with some roots (SP} (A-3) "` T'�.• Sta. XX}XX; Offset XX' Right ; �`r-. ' of Survey Baseline � r.�: � f : ��:'I. ,� . Tan Fine SAND (SP) (A-3) 2 Light tan Fine SAND (SP) {A-3) 4 Light tannish-brawn Fine SAND 6 � (SP} (A-3) 8 * Gould not penetrate below dep#h 8.�'�' due to Water Tabie. 10 12 14 DRI�GERS ENGII\IEERING SERVICES IN�ORPORATED HA1YD AUGER BORING LOG PROJECT:Raw Water Transmissian Main Expansion Project CIiENT: Clearwater RO Plant #2 Reiss ine rin Inc. Clearwater. Florida WATER TABLE: DATE: Pr ' DE 1 73 6.7' 11l14/12 TECHNIGIAN: DATE: COMPLETION DEPTH: J.S. 11/14l12 8:0' L�DGATIQN: 7PST NUMBER: See "Remarks" HA-2 ELEU. DEPTH m ��.�.� DESGRIPTION �FT! � REMARKS >- � Grayish-brown Fine SAND � �°� =�• Locatian; Druid Road; with #race of roots (SP) (A-3j =� �� Sta. XX+)CX; Offset XX' Right • �'� � of Survey Baseline Tan Fine SAND (SP) {A-3) 2 Reddish-brawn Fine SAND ; •,; .; - with cemented sand fragments +::�. �f (SP) (A-3) ,� ' �' :'' ' :: a.: :. : :: ::. :: ;. �: Light grayish-brown Fine SARID (SP) (A-3) 6 8 10 12 14 t � � � �� ' ' � DRtGGERS ENGINEERING SERVICES INCORPQRAT�D �IAND AUCER BORING LOG PROJECT:Raw Water Transmission Main Expansion Project CLIENT: Clearvvater RO Plant #2 ei s En in erin Inc. Clearwater, FlorrcJa WATER TABLE: DATE: Pco'ect No.: DES 106673 4.7' 11/14112 _ TECHNICIAN: DA7E: COMPLETION �EPTHc J.S_ 11/14/12 7 ' ' IOCAT70N: 7EST NUMBER: s" HA-25 ..1 4 �� " DESCRIPTION ��F�H � REMARKS } N Grayish-brown Fine SAND with roots a •�r ��- Location: Druid Road; SP A-3 �� .:: - Sta_ XX+XX; Offset XX' Right Dark grayish-brown Fine SAND ":�: of Survey Baseline with trace of roots SP A-3 'r' ' Brown Fine SAND (SP} (A-3) • Tan FineSAND (SP) (A-3j 2 . . Light tan Fine SAND {SP) (A-3) . 4 . 6 * Cauld not penetrate below depth 7.?.;' due to Water Table. a 10 12 14 DRIGGERS EI�JGI�IEEF�ING SERVICES INC(�RPORATED HAND AUGER BORING LOG PROJECT:Raw Water?ransmi5sioo GAain Expansion Projeci CLIEN7: Ciearvvater RO Plank #2 Reiss En ineerirt inc. Gleanvater, Fiorida WA7ER TABLE: DATE: Pro'ect No.: DES 106673 5.i' 11l15f12 TECHNICIAN: DATE: COMPLETION QEPTH: J:S. 11/15l92 8:0' LOCATION: TEST NUMBEI2: S "R marks" 26 � ELEV. DEPTH m (F� DESGRIPTION tF� � REMARK$ � Grayish-brown Fine SAND with some roots �^ '�- Location: Druid Road; and trace af limestone fragments ;'�t G��. Sta. XX+XX; Offset XX' Right SP A-3' •..� :,; of Survey 8aseline Brown Fine SANp with some '�' �° timestone fra ments SP A-3 Tan Fine SAEdD {SP) (A-3) � Light tan Fine SAND {SP} (A-3) ' 4 Tannish-brown Fine SAND with som� dark brown veins (SP) (A-3) 6 8 10 12 14 , � � � � � � � � � � � � � � ■ - � w� � DRIGGERS ENGINEERING SERVICES INCORPORAT�D HANDAUGER BORING LOG PROJECT:Raw Water Transmission Main Expansion Project CLIENT: Glearwa#er RO Piant #2 Reiss En ineerin tnc. Clearwater, Ftor'�da WATER iABLE: DATE: Pro'ect No.: DES 906673 4.6' 11/15112 TEGHNlCIAN; DATE: COMPLETION QEPTH: J.S. 11/15/12 7.3' " LOCATION: TEST NUMBER: "Re ark " NR-27 J � �� ' DESCRIPTION �i�H � REMARKS } N �rown Fine SAND with trace of roots � =o: :f � Location: Druid Road; and trace of limestone fragments ��. 5ta. XX+XX; Offset XX' Right (SPj {A-3} : � ; of Survey Baseline .i: :.� : Brown Fine SAND with trace of shell `� �:�� SP A-3 2 . � Brown Fine SAND (SP) {A-3} Light #an Fine SAND (SP) {A-3) 4 . Light brown and tan Fine SAND (SP} (A-3) 6 ; Could not penefrate below depth 7.,3' due to Water Table. 8 1Q 12 14 EI�IGII�IEERING HAIYD AUGER BORING LUG PROJEGT.Raw Water Transmission Main Expansion Project CLIENT: Clearwater RO PIaM #2 Reiss Ert ir�eerin Inc. Clearwater, Florida WATER TABLE: DATE: Pro'ect No.: DES 146673 6.3' 11115l12 TECHNiC1AN; DATE: COMPLETION DEPTIi: J.S. 1 i115172 9.1' " LOCATION: TE3T NUMBER: See "Remark " HA- 8 .. ... . . .. .J ... .... . . . ELEV. DEPTH m �FT� DESGRIPTION �FT} � REMAf2KS � � Grayish-brown Fine SANQ d '� ;:_ Location: Edsnville Auenue; with some roats (SP) (A-3) �`�, •'� Sta. XX+XX; Dffset XX' Right ,� � :: ,� � af Survey Baseline �., �-,,_ � �.,�` . Dark gray Fine SANfl {SPj (A-3) 2 Pieces of i'ree Roots '�,�� ,r Dark gray Fine SAND with roots 4 SP A-3 uynx tan Fine sat�Q �s�� -aa s Light grayish-brown ,.,; � a ' slightty silty Fine SAND (SP-SM) (A�) a'i_ F�: .�:Ctr ,► �� :t a . j;is C [ �i;�;+i 8 �j � j� f ��e, .1:I: L � 'r:�; t i,; 1:�:CI1 " Could nat penetrate befow depth 9.1° due to Water Tabie. 10 12 14 � � � � � � � � �J � � � � � � � L� � � � � � � � � � � �I � � �� DRIGGEFiS EI�JGINEERING SERVICES INCORPt�RATED HAND AUGER BORING LOG FROJECT:Raw Water Transmission Main Expansion Project CLIENT: Clearwater RO Plant #2 Reiss En ineerin Inc. . Glearwater, Ftorida WATER TABLE: DATE: Pro"e t No:: DES 106673 &.1' 11/15/12 7'ECiiNI�IAN: DATE: COMPLETfON QEPTfi: J.$. 11/1b/12 8.3' " LQGATI4N: TEST NUMBER: See "Remarks" HA-2 J ELEV. DEPTH m (FT) DESCRIPTION �FT� � REMARK3 � N Grayish-brown Fine SAND with roots � •�T � Location: Home Depot Parking Lat; ,.,.. _ . and trace of limestone fragmenfs ''''�� Sfa. XX+XX; Offset XX' Right (SP} (A-3) =�; :", of Survsy Baseline :ry_. •�ao: Brown Fine SAND with trace of roots ��;� :: � (SP) (A-3} 2 •�l :.f: : =: Brown Fine SAND (SP) (A-3} _ Brown Fine SAND witi� pockets of dark gray weakly cemented, 4 ;;i ::.� cla e Fine SAND SP/SC A-3lA-2-6 Dark grayish-brown Fine SAND � with trace of roots SP A-3 Tan Fine SAN� (SF') (A-3) 6 ' 8 * Couid not penetrate belaw depth 8.3' due to Water Table. 10 12 14 ENGIN�ERII`�iG HAA�D AUGER BORING LOG PROJECT:Raw WaterTransmission Main Expansion Project CUENT: Clearwater RO Plant #2 Reiss En Ineerin Inc. Ciearwater, Fiorida WATER TABLE: DA7'E: Pro' ct No.: DES 106673 4.8' 11t15112 TECHNICIAN: DA'fE: COMPLETION DEP7H: J.S. i i/15/12 8' * LUCATION: TBST NUMBER: S "R rk " HA- 9 � O EFT�' DESGRIPTION �{ � � REMARKS � � Dark grayish-brown Fine SAND ��;,� Location' [)�ew Stree#; with trace of roots (SP) (A-3) ; j; :;; $ka_ XX+XX, Offset XX' Right Gray Fine SAND (SPj (A-3} of Survey Basefine 2 Brown Fine SAND (SP) (A-3) 4 Tan Fine SAN� {SP) (A-3) 6 8 .... .. "� Could not penetrate below depth 8.8' due #o UNater Table. 10 12 14 � � � � � � � � � � �_� � � � � � DRIGGERS EI\IGINEERING SERVICES INCORPORAT�D HAND AUGER B4RING LOG PROJEGT:RawWater7ransmission Main Expansion Project ' CLIENT: Clearwater RO Planf #2 Reiss En ineerin Inc. , Ctearwater, Florida WATER TABLE: DATE: Fro'ect No.t DES 106673 5.1' 11/15l12 . TECHNICfAN: DATE: COMPLETION DEP7H: J.S. t1l15/12 8.0' LOCATtON: TEST NUMBER: See "Remarks" HA-40 O E F�' DESCRIPTI�N ��Fn � REMARKS >- N Grayish-brown Fine SAND with rock � P`� :� Location; Hampton Road; fragments and trace of gravel �"•; � Sta. XX+XX; Offset XX' Right (SP) (A-3) ---- �:;�' of Survey Baseline Brownish-gray Fine SAND (SP) (A-3) 2 Tan Fine SAND (SP) (A-3) 4 Light tan Fine SAND (SP) (A-3) 6 8 10 12 14 __.__ DRIGGERS ENGI(\IEERING SERVICES 1NCORPt�I�ATED HAND AUGER BORING LOG PROJECT:Raw Water Transmission Main Expansion Project CtIENT: Clearwater R0 PIan1 #2 Reiss En ineerin Inc. Clearvvater, Fiorida WATER TABLE: DATE: Pro"ect No.: DES 106673 3.5' 11l15/12 TEGHNICIAN: DATE: COMPL�TIflN DEPTH: J.S. 11/t5/12 6.8'' LOGATION: TEST NUMBER: es "Remarks" NA-42 J 0 EF�' DESGi21PTiON �iFT�H � REMARKS � N Dark brown Fine SAND with some roots � .;: �-T- Locafion; David Avenue; SP A-3 Sta: XX+XX; Offset XX' Right Light brown Fine SRND (SP) (A-3) , of Survey Baseline 2 Tan Fine SAND �(SP) (A-3) � : 4 6 ' Couid not penetrate below depih 6.8' due to Wa#er Table. $ 10 12 14 � � � � � � � � � � � , � � DRIGGERS ENGiNEERING SERViCES II\ICORPORAT�D HAND AUGER BORING LOG PROJECT:Raw Wateriransmission Main Expansion Project CUENT: Clearvvater RO Plant #2 Reiss En in rin Inc. , Clea►water, Fiorida WATER TABLE; DA7E: Pro'ect No.: DES 106&73 9:3' 1214l12 TECHNICIANt DATE: GOMPLE7tON DEPTH: K.A. 12/4/12 10.0' LOCATION: TEST NUMBER: ••R HA-46A J � E FEV. DESCRIPTION fl FT)H � i3EMACtKS � Light gray Fine SAND � �� ' j Locaiion_ Kapok Park; with abundant roots (SP) {A-3) .'� ;. Sia. XX+XX; Offset XX' Right Light gray Fine SAND (SP) {A-3) of Survey Baseline Very light gray Fine SAND (SP) (A-3} 2 Light brown Fine SAND (SP) (A-3) 4 Light brown clayey Fine SAND SC A-2-6 Light gray CLAY with trace of orange veins {Cti} (A-7-6) 6 Light brown silty Fine SAND � with trace of CLAY {SM) (A-2-4) 8 Light green cemented CLAY (CL) {A-7-6) . . 10 12 14 DRICGERS ENGINEERING SEF�VICES ING:ORPORATED II:AND AUGER BORING LOG PROJECT:Raw Water Transmission Main Expansion Project CLI�NT: Clearwater Rd Plant #2 Reiss En i in inc. Clearvvater, Fiorida iNATER TABLE: DATE_ Pro'ect No.: DE 106673 4.8' 11/15✓12 TECHNIGIAN: DATE: COMPLETiON DEPTH: J.S. 11/15l12 8:0' LOCATION: TES7 NUMBERt S " e arks" MA-48 J � t�' DESCRIFTtON �� REMARKS � N Grayish-brown Fine SAND with some roots � ;;�'� _- Location: Drew Street; SP A-3 '��' Sta XX+)C)(; Offset XX' Right Light tan Fine SANQ '�; ;� of Survey Baseline with traee af roots (SP} (A-3) �,�. Gray and tan Fine SAhID 2 . with one piece of glass (SP) (A-3) .�' Light brown and tan Fine SAND 4 SP- A-3 ::::',- Light grayish-brown ' �'� • j sli htl sil Fine SAND SP-SM A-3 jry'�'" 9 Y h' i )( ) '�:r. c[ "l'J: CJ. .1:1: C 4' 6 :r'�: f i ' r.r.ci: a:�_ita 'cj: r]. �I:GC �'t :I;I:ti � i:i: G "i: 8 d•rt + 10 12 1:4 J � r � � � � � � � � � � � � � � � , � � � � � � � � � , � ' DRIGGERS ENGINEERING SERVICES INCORPDRATED HAND AUGER BORING LOG PROJECTsRaw Water Transmission Main Facpansion Project CLIENT: Clearw+ater RO Plant #2 's n' eeri In . Clearwater, Florida WATER TABLE DATE: Pro'ect No.: DES 106673 5.3' 11/15/12 TECHNICIAN: DATE: GOMPLETION D£PTN: J.S_ 11/15/12 8:3" LOCATION: TEST NUMBER: See "Rema�ks" HA-4 J � ��" DESCRIPTION ��F� g REMARKS � N Dark grayish-brown Fine SAND � �:�: = Location: Drew Street; with trace of roots (SP) {A-3) "` Sta. XX+XX; Offset XX' RighC =.�; : of Survey Baseline Gray and �Jark brown Fine SAND SP A-3 2 Dark gray highly organic Fine SAND with ieces of lar e root Pt A-8 Tannish-brown Fine SAND (SP) (A-3) 4 .. Dark brown Fine SAND (SP) (A-3) 6 8 �' Could not penetrate beCow depth 8.3' due ta Water Table. 10 12 14 HAND AUGER BORIIYG LOG PROJEGT:Raw Water Transmission Main Expansion Project CUENT: Clearwater R4 Plant #2 R iss En ineeri fnc. Clearwater, Fiorida WATER TABLE: DATE: Pro'ect No.: ES 106673 3.9' 11/15/12 TECHNICIANc DATE: GOMPLETION DEPTH: � � J.S. 1�115/12 6.9•* LOCATIQN: TEST NUMBER: Se "Remarks" -50 O ELEV. DESCRIPTION DEPTH � REMARKS �FT) (FT) �� Grayish-brown Fine SAND �'�� Location: Drew Street; with trace of roots {SP) (A-3) ''�� Sta. XX+XX; OfFset XX' Righ# Dark grayish-brown Fine SAN[3 .o.; ;;�' of Survey Baseline with trace of Crushed Limestune Base •�'�� :� 5P A-3 b::" Dark brown Fine SAND {SP) (A-3) 2 Tannish-brown Fine SAND {SPj (A-3} � 4 6 * Could not penetrate below depth 6.9` due to Water Table. 8 10 12 '14 � � � � � � � � � � � � ' i � � DRIGGERS ENGINEERING SERVICES INCt�RPORATED HAND AUGER B4RING LOG PROJECT:Raw Water Transmission Main Expansion Project CLIENT: C�arwater RO Plant #2 Reiss En ineerin Inc. Glearwater, Florida WATER TABLE: DATE: Pro ect No • DES 106673 4.6' 11M 12 TECHNIGIAN: DATE: COMPLETION DEPTH: J.S. 11/95/12 7.1" , L�CATION: TEST NUMBER: Se "Remark " J 0 iF�' DESCRIRTION ��FnH g REMARKS y Grayish-brown Fine SAND with trace 0 '°:`.:f. Location: Drew Stree#; of roofs and' trace of limestone -~ :��• Sta. XX+XX; Offset XX' Right fra ments SP A-3 af SuNey Baseline Brown Fine SAND (SP) (A-3) • Dark brown Fine SAND 2 :-�; :;' with trace of raots (SP) (A-3) ': : :�. '.i::. :.�: : i' 4 Light brown and tan Fine SAN� -`�� with trace of roots (SP) (A-3) �`r- � � � : :'� . : :=:,:': � '� .;t:' " Could not penetrate below depfh 7.�' due ta Water Table. 8 10 '12 ,a DRI�GERS ENGlNEER1NG S`ERVICES INCORPORATED HAND AUGER BORING LOG PROJECT:Raw WaterTransmission Main Expansion Rroject CLIENfi Gteanvate� RO Plant #? Reiss En ineerin Inc. Glearwater, Florida WATER TABLE: DATE: Pro eCE No.: DES 106673 49' 11/15/12 TECHNICIAN: DATE: GOMPLETION DEPTH: J:S: 11/15/12 6.T ' LOCA"flOid: TEST NUMBER: e " e ark " HA-5 J ELEV. DEPTH � tF.� DESCRIPTiON �F.� � REMARKS � � Brown Fine SAP1D wi#h rot�ts and one � ;;,w ," Location: Madera Avenue; iece of lar er root SP ` A-3 ''• S#a. XX+XX; Offset XX' Right Light tannish�rown Fine 5AND '�': =�- of Survey Basetine with trace of roots (SP} {A-3} : � : : � :�:: • fi. Tan sfightly silty Fine SAND 2 :,:r ;. (SP-SM) (A-3) .�:r: t ��• '} ••i: L 3 �t7:Ci: �:r�rt� �t�`ci. a:�: c � 4 :'i�i:ri' ri:Gi: a;i�F }i '�a:r]. :i;i:Cia :t:rri � i ;i: t.`i� 6 i;i`it` � �4:��:i�.J. .l:f: F f i " Could not pe�etrate beiow depth 6.T due ta Water Table. 8 10 12 14 n �� _. � � L._.1 � � � �I � � r � � � � LJ ' � � � � � � � � � , � u � ' � ' DRIGGERS ENGINEERIf`�JG SERVICES lNCC�RP[.�RATED �vn �►ucE� Bo�nvcix�vD cor� sovrmmc Loc PROJECT: Remote Well Sites 8� Raw Water Pipeiines CLIENT: Clearvrater RO Piant #2 Reiss En ineerin Inc. , Clearwater, Florida WATER TABLE. DATE; Pro'ect No.: DES 106673 Se "Note" 9l17/12 . TEGHN4GIAN: DATE: COMPLETION DEPTH: J.R. 9/17l12 6.Q' LOGATION: TEST NUMBER: PI a i-A W-2UA ,� HAND CONE T1P ELEV. DESCRIPTfON DEPTH m RESI5TANCE (TSF) f�.� tFn � � � 0 1D 30 30 40 50 60 70 � °r:�•- Dark grayish-brown Fine SAND �.: � with sorne roofs and trace of gravel ��LL�= • �• =': �Sf') �rr'',�s '�;, �- 7' . �i-'��. ,� •�:7.: _ Light brawn Fine SAND with small pockets of clayey Fine SAND (SP/SC) ,� :•:: . �, Light brown clayey Fine SAND (SC) 2 � - - Light brown Fine SAND d ." � i.'�: with #race of clayey Fine SAND (SP} :',f� 5 ' �f �; 6 ::c"�. Note: Water Table not encountered within depth of 6.0'. IEGEND: f-(- Denates Penetration Res9stance 1n exeess of 50 7SF 7 Il'JCC7I�PDRA HAND AUGER BURING/HAND CONE SOUNDING LOG PRDJECT: Remote Well Sites & Raw Water Pipelines CL1ENfi Clearvvater RO Piant #2 ReiSS En ineerin Inc. Cleanuater, Fiorida WA'I'FR TABLEc DATE: Prp'ect No.: DES 1D6673 9l17/12 TECHNICIAN: DATE: C4MPLETION DEPTH: J.R. 9l17/12 6.0' LOCATIDN: TES7 NUMBERt See P a -20B-A 1 HAND CONE TiP � RESISTANCE (TSF) ��' dESCRIPTtON DEP7H � t� {F� � � �' 10 20 30 40 50 60 70 Dark grayish-brown sligh#ly organic � =x - . Fine SAND wi#h tracs of roots (SP} T;, :3 � �,� •i r�•}� � R �M�' +.� r .� Brown Fine SAND with abundant shell � �$.� and rock fragments (SP} .•.�z: � ��, . . x�. � -�' o• 'v.va. .:��_� 2 '�:�� :,� �� - ser-rl: �d• Dark brown highiy organic, sligh#ly silty Fine SAND with some shell fragments (Muck} (Pt} 3 Brown and light brawn �' �'� F� sli htl sil Fine SAND SP-SM r�' 4�' 9 Y�Y f ) �:,� c t' 4 °`�i` C�. -1:�'Y i — :I;i;#1 l3�:E1: �;r i Dark brown organic, slightiy silty -�,� : Fine SAND with trace of large �oats ��,,- (SP-SM/Pt} � 3;L cr �.x -� �:,*: ;� y �.. 7:Lrl �. �'.� �?. 6 � LEGEND: •�!- Denotes Penetration Resistance in excess of 50 TSf 7 � 1 � L�J � � �� , , � �! � � � ' � � lJ � � � L� � � � � ' , DRfG�ERS ENGINEERING SERVICES II`JGOF3PORATFD HAND AUGER BORING/HAND CONE SOUNDING LOG PROJEGT: Remote Well'Sites & Raw Water Pipelines CLfENT: Gteanvater RO Plant #2 Reiss E ineerin Inc. . Clearvvater, Florida WATER TABLE: DATE: Pro ect No_� DES 106fi73 6.0' 911 /12 . TEGHMICIAN: DATE. COMPLETiQN DEPTH: J.R. 9/17/12 6:0' LOCATION: TEST NUMBER: ia - W-20B-8 ,r HAND GON� 7tP ELEV. DfPTH � RESISTANCE (T$F) {� DESCRIPTIDN 4�.�.� >- � 0 10 20 30 40 50 60 7Q Brown Fine SAND with some roots {SP} 0 �. �-�: _ � r•�,� . �:. .�: ,r _ f. .�i;. �� '� :�: grown Fine SAND with trace of roots � :•�; ::- (SP} • : : �' :�s::: 2 ��= - :--;.: ' � • •� - ' �c Dark brawn siightly sitty Fine SAND :7:pG` with some roots (SP-SM} r�-r,; ` !9 �t�E 4 ��,y?�r�i , . ta:� E: 'i i ��1' :r • t�tCt' :a.+{-$ .,� � t ' k td` 5 �� C'` q , �� . .r.y` f :� :� �� j,:r: k"�.; 6 +�:��e� 7 DRIGGERS ENGINEERI(�IG SER�,/ICES INCORPORATED HAND AUGER BOR�1'+TG/HAND CQNE SOUNDING LUG PROJEGT: Remoie Well Sites & Raw WaterPipelines CLIENT: Cieanvater RO Plant #2 Reiss En ineeri inc. Cleanvater, Fiorida WATER TABLE: DATE: Pro'ect No.: DES 106&73 3.7' 9/171i2 TECHNICIAN: DATE: COMPLETION DfPTH: J.R. 9/17l12 6.0' tOGATiON: TEST NUMBER: ! e I- � HANd CONE TtF ELEV. DEPTW m RESISTANCE (TSF) (FT) DESCRIPTtON �� 0 10 20 30 40 50 60 70 Dark grayish-brown slightiy organic '�� '" Fine SAND with roots (SP) ��'' ��:;. . i �,M� = r��h. 1 `1"'.:v �:i:�.�,ti ai:r 1��1� +. ,s l' :+ w,'.�t'4 ��.. Dark grayish-brown slightly siity �,�? h�. Fine SAND with trace of roats and trace 2 j 3: � i_ of limestone fragments (SF-SM) a:r� t' '9t:1. C J . ,l..�:t � C�I �t, h 1 f:i:C"i' ; I ;I; t'„# 3 L ' C.1. Dark grayish-brown Fine SAN� .,-_��: with rock fragments (SP} .�,• . �, Q... . Dark gray highly organic, � � silty Fine SAND (Muckj (Pt} 4 Dark brawn highly organic, 5 silty Fine SAND with roots and pieces of decayed wood (Muck) (Pt) 6 7 f� � � � r � � � � � � �J � � � � i 1 � �i J ' � r � � � � � � � � ' � l_ J � , ' ' DRlGGERS ENGINEERfNG SERVICES INCORPDRAT�D HAND AUGER BORWG/HA,NU CONE SOUNDING LOG PROJECT: Remote Well SRes & Raw Water Pipelines CUENT; Cleannrdter RO Plant #2 Reiss En ineerin Inc. . Cleanvater, Florida WATER TABLE; DATE: Pro'ect No.: QES 106673 5.5' 9/2Q/12 TECHNICIAN: QATE: GOMPLETION DEPTH: J.R. 9l2D/12 6;0' . IOCATION: TEST NUMBER: See Plate 1-A -3 � HAND CONE TIP ELEV. DEPTH m RE5ISTANCE (T3F) �F.� DESCRIPT101J (F� � Y y o �o ao so ao so so 70 Gr�yish-brown Fine SAND with some roots ''� b and limestone fragments (SP} `��"- ��.�! . Y� �'rr' f: '-�; � �• 3� � '•�'�� . •y� : .�. .�1� Light brown Fine SAND �SP) 2 � 3 - Tan Fine SAND {SP) 4 - Light grayish-tan Fine SAND (SP) 5 - 6 _ 7 HAND AUGER BORING/HA:ND CONE SOUNDING LOG PROJECT: Remote Well Sites & Raw Water Pipelines CLIENY: Clearwater Rfl Plani #2 R i�s En ineeri InC. Glearwater, Florida WAtER TABLE: QATE: Pro ect No.: DES 106673 5ee "NOte" 9l2 ! 2 TECWNIGIAN: DATE: GOMPLETIdN DEPTH: J.R. 9126/12 6:0' LOCA710N: TEST NUMBER: See PI t - W-35 Q WAMQ CON� TIP ELEV. DESCRIPTiON DEPTH op RESISTANCE (TSF) (FTj (FT) � y 0 10 20 30 40 50 60 70 . a..,, Brown Fine SAND with roots (SP) ..�-:: � i:::r� i��lr : �.j ` �� y�. Light brown Fine SAND {SP) � -t- 2 Light ora�gish-tan Fine SAND (SP} 3 4 Tan Fine SAND (SP) 5 6 Note; Water Tabfe not encountered within depth af 6.0'. LEGEND': �-}� Oenotes Penetration Resistance fn excess of 50 TSF � , �1 � � L� ' � � LJ LJ , LJ ' , � II � � � ' DRIGGER� ENGINEERING SERVICE� INCORPQRATED HAND AUGER BORII�iGLHAND CONE SOUNDING LOG PROJECT: Remote Weil Sites 8 Raw Water Pipelines CLIENT: Clearwaier RO Plant #2 Reiss En ineerin Inc. Cleanvater, Florida WATER TABLE: DATE: Pro'ect No.: DES 106fi73 3:6' 9l19112 TEGNNiCIAN: DATE: COMPLETION DEpTliz J.R. 9/19/12 6. ' LOCATION: TEST NUMBER: See Plate i- W-37 � HAND CONE TIP Ei.EV. DEPTH m RESISTANGE (TSF) �Fn DEBCRIPTION iFn � � 0 1D 20 30 40 50 60 7Q Dark gray Fine SAND p ' with trace of roots (SP} '�' � "`?' ::�:: ; Brown Fine SAND with Limerock Base �;� ;;� {SP) .� ��;�:a � • �' .� - Grayish-brown and light gray Fine SAND (5P} " Brown Fine SAND (SPj � 2 •— 3 . � Lightbrown Fine SAND (SP) 4 - � . 6 LE6END: •-} Denotes Penetration Resistance in exces5 af 50 TSF 7 - ■ � 1 ��'-1 DRIGGERS ENGINEERING SERVICES INCORPORATED HAIVD AUGER BORING/HAND GONE SOUNDII�TG I.OG PROJEG7: Remote Well Sites & Raw Water Pipe4ines CLIENT: Clearwater RO Plant#2 Reiss En ineerin Inc. Clearwater, Flarida WATER TABLE: DATE: Pro'ec No.: DES 10 73 3.5' 9121112 TECHNICiAN; DATE: COMPLETION DEPTN: J.R.lJ.S. 9J21112 6-0' LOCATION: TEST NUMBER: See Ptate I A W-826 � HAND GONE TIP ELEV. DEPTH m RESISTANCE (TSF) �FT� DESGRIPTION (F.T) � } �+ 0 10 2D 30 40 50 60 70 parK grayish-brown slightly organic, � " sli�htiy siity Fine SAND with raots ��- (SP-SM) ��t,�'��, ��4 • '* �r. S ��i � ��a .�+�: � � �. � A Green CLAY with grayish-brown Fine SAND 2 (CH/SPj Light brown Fine SANQ with some 3 ;:;` cemsnted sand fragments {SP) _•_ =� . �. .,. . ;:;;.� :: .'►::�' �::.� :•: �: :: :: .. •: 4 . :; :.: : �.: :. • !. O. •. �► �. Green CLAY with seams of grayish-brown Fine SAND (CH/SP) 5 6 7 , � � �J ' � ' � � I ' � L_J ' ' II � , � ' ��1"" _i DRIGGERS ENGINEERING SERVlCES INCORP(�RAT�D �IAND AUGER BORING/�iAND CONE SOUNDING LQG PROJECT: Remote Well Sites 8 Raw Water Pipelines CLIENT: Clsaiwaler RO Rlant #2 Reiss En ineerin Inc. Cfearwater, Florida WATER TABLE: DATE: Pro ect No.: DES 1Q6673 3.8' 9/1 i 2 TEGHNICIAN: DATE: COMPLETION DEPTH: J.R. 9/19/12 6.0' LOCATION: TEST NUMBER: � See P1ate 1-A W- � HAND CONE TIP ELEV_ DEPTH m RESiSTAN�E (T5F) (� DESCRIPTION �F.� � r � 0 10 20 3Q 40 50 60 70 Dark grayisfi-brown Fine SAND (SP) � Grayish-brown Fine SAND (SP) Dark brown Fine SAND (SP) � Brown Fine SAND (SP) 2 - Tannish-brown Fine SAND (SP) 3 4 t 5 - 6 - LE6END: ��. Denotes Penetrat#orr Resistance in excess of 50 TSF 7 DRIGGERS ENGII\IEERING SERVICES INCORPORATED HAND AUGER BORING/HAND CONE SOUNDING LOG PROJECT: Remote Well Sites 8 Raw Water Pipelines CUENT: Clearvvater RO Piant #2 Reiss €n ineeri Inc. Clearvvater, Ftorida WATER 7ABLE: DATE: Proect No.: DES 106&73 5.5' 9t24/12 TEGHNICIAN: DATE: GbMPLETtON DEPTH: R. 9/2411 6.0` LOGA7iON: TEST NUMBEi2: e I te I-A � HAMD CUNE TIP ELEV. DEPTH � RE5ISTANCE (TSF) �F� DESGRIPTION {FT) � r � 0 iD 20 30 4Q 50 60 70 Brawn and tan Fine SAND � ��=� with trace of roots (SP} ;,,� ; ; � �.: . .:� Lighi brown Fine SAND (SP} � 2 Tan Fine SANp (SP) 3 Brown Fine SAND with trace of roofs :�� ;;:� � (5P) : � 4 .; : c �'. :..;;;: 5 ::� :�: :t•. 6 7 ' � � L__I , , � � ' i , � ' , , � � �I I ' DRIGGERS ENGINEERING SERVICES INCORPC�RAT�D I�AND AUGER BORING/HAND CONE SOUNDING LOG PROJEGT: Remote Well Sites 8 Raw Water Pipelines CLtENT: Clearwater RO Plant #2 Reiss En ineerin fnc. , Clearwater, Fforida WATER TABLE; DATE: Pro"eci No.: DES 106673 See "Note" 9l21/12 , TEENNICIAN: DATE: COMPLETION DEPTH: J.ft.lJ,S. 9/21/12 6.0' . LOCATION: TEST NUMBER: See ate -A � HAND CONE TIP EL�V. DEPTH � RESISTANCE (TSF) i� DESCRIPTI�N t�� r � d 10 20 30 40 54 60 70 8rown Fine SAND with roots 0 �;;= and trace of gravel (SP) ��`�`• T : ``^�' Daric grayish-brown Fine SAND • "•�= with roots (SP} •'•�= � _ ; ��,: . ,,, � ,�� ,t,• - •,� .��.� . •x: : �; + . �,. •. : :; �:�"- � �cft Grayish-brown fine SAND 2 �� =� witti limestone iragments {SP} � �`�� -'�4;a � :�i . 'a::a �; :�': 3 ..e: a , Grayish-brown Fine SAND �' : : � with trace of roots (SP) ��'- :s,.' Light brown Fine SAND (SP} + 4 � Grayish-brown Fine SANQ with roots 5 J-.•": � �Sp� rr:�,; '.y'-'.'ti �. .�,;_� '! :• . `,'�- 6 � Note: Water Table nat encountered within depth of 6.�'. LEG£ND: w►-E Denoies Penetrat9ort Resistance tn excess of 50 TSF 7 . HANDi AUGER BORINC/HAND GOIVE SOUiVDING LOG PROJECT: Remote Well Sites & Raw Water Pipelines CL1ENi: Clearvvater RO Plant #2 Reiss E ineerin Inc. Clearwater, Fkorida WATER TAB�E: DATE: Pro ect No.: QES 1t?6673 See''Nofe" 9/24/12 TEGHNICIAN: DATE: COMPLETION dEPTH: . 9J24J12 6.0' LOCATI!ON: TEST NUMBER: S pl -A W � HAND CONE TIP ELEV. DEPTH m RESI�TANCE (7SF} �F� CIESCRIPTION {�T) � r y 0 10 20 30 40 50 60 70 Grayish-brown Fine SAND uvith trace � �� :i�. of roo#s and trace of shelf fragmen#s -::. (SP) �::°' Light brown Fine SAND ��:::: . with trace of lim�stone #ragments {SP} 1 ,.�. t � ac 2 ;�,: ��,: �: Tan and light btown Fine SAND fSP) 3 ; Tan Fine SANQ {SPj � 5 6 Note: Water Tabte not encountered within depth of 6.0'. CEGEND: • � Denotes Penetration Resist�nce in excess of 50 TSF 7 LJ � � u ' ' � � , �J C_l r � , � � LJ Y _.I ' L_ J � � � , ' � , LJ ' ' r � � lJ � I� ' �J DRIGGERS ENGINEERING SERVICES INCORPORAT�D HAND AUGER BORINGIHAND CONE SOUNDING LOG PROJECT: Remote Weil Sites 8 Raw Water Pipelines CLIENT: Cieatwater RO Plant #2 Reiss En i eerin Inc. Clearvvater, Fiorida WATER TASLE: DA7E: Pro'ect No:: DES 106673 5:6' 9/21/12 TEGHNIGiAN; DATE: COMPLETION DEPTH: J:R./J.S. 9l21112 6:0' - LOCAT10Nt TEST NUMBER: I I- WB-4 o HAND CONE 7IP RESISTANCE {TSFj E FT� " DESCRIPTION d�Fn � � � 0 10 20 30 40 50 60 7D Dark grayish-brown Fine SANQ � _� ��: with trace of roots (SP) ': = : - :i:. .`. � :�_ . .;�. �4 : ;% 2 - :.� . �.ti Light brown Fine SAND {SP) 3 . .� � - 5 ' ..... ..., . � . LeseNO: • # Denotes Penetrat',orr Reslstance in excess of 50 TSF' 7 � is r� ir � �s � � r � r � � r �r _ r � � SUIVIlVIAR'Y QF LABORATORY TEST RESULT5 BORING !?EPTH DESCRIP'f]ON tr�, � y ATTERBERG N�, a G, LIMTTS P.P. U.G. CON. G.S. ORC. pH GL 50 4 RES. (f6) �P�� (tsP7 (�) �PPm) 1VPm) (a6m-cm) 4L PL SL SPT-1$ 15.0.t6.5 BrownslighdysiltyFineSAND • SPT-21 $.0.9.5 Dazk 6cown Finc SAND 1.8 with finely divided or�anicmaterial. SP1=23 I5.0-16.5 Dark brown weakfy cmnente8 Fine SAND 1,7 with finely divided organio material SPT•3U 8.�-4.5 Dark browa Fin� SANll C,7 with finely dividod arganic meteriei SPT-31 8AA.S Dark browa 6iglily organic SILT � Z;p SPT•32A 20:0.21.5 Bluislrgreen CLAY 37.4 53 20 •+ 55.2 SPT-33 12;0-13.5 Gight gray s8ndy CLAY 30:5 3G 18 �"' S6.G SPT•35 12.0-13.5 Green weakiy comcntctl CLAY with lraca ofroats 58.0 43 47 •• 95.0 SFT-3b 15.0-16.5 Lightbrowa clayey Fina,SAND 24b d0 18 ++ 17.8 FTA Z 7.0-7;7 Dazk gray highly aganic. s1igl�Uy silry.Fine SAND 13.0 witL Uaca of roats HA-4 2:8-6,8 Dazk browa Fine SAND • HA-Cs 0.9-3.3 Tan Fiuc SAND with tracc of roots * HA-8 3.0-4.2 I.ight tan aad gray Fine SAND + HA-]0 3,0=8.0 Tan Fine SAND * HA•12 2,5-5.3 Tati Fine SAND ' HA-14 4.8-7.3 Taa Flna SANU • W% _ Ya�P�� = Gg = LI, � PL a 5L = P.P. {tsfl = I1,�, _ Water' Gontent Dry Densiry Specifsc Gravity Liquid Limit Plastic Limit Shrinkage Zimit Pocket Penewmeter Unconfined Compressian Con. G.S.(+ij ORG. (%o) Ci. fPPm) SO� (ppm) 12�5, (ohm=ana} r ww Y Consolidatian Test Grainsize Malysis (Hydrometer} Organic Content Total Chloridc Total Sulfate Lab Resistivity See TestiCurves Percent Passing No. 200 Sieve CLTENT: Reiss Engineering, Inc. PROJECT: Raw Water Transmission Main Expansion Praject, Ciearwater RC7 Plant N2, Glearwatcr, Ftorida FILE: DES I06673 SUMMARY OF LABOR.ATORY TEST RESULTS BORiNG ATTERBERG DEPTH DESCRIPTId1Y �'% Yd G, LIAIITS P.P. U.C. CON. C.S. OIiC. pH CI. SOq RES. NO. �;t� iP�f7 (ts1} (°le) {Dpu=) iPP�) Iohm-cm) LL PL SL HA-16 4.8-6.7 Browa Fine SAND � with thin seams of light green C[,AY HA•Zi 3.1-7:2 [.ight tan Pine SAND + HA-49 1.8-2.5 Dark gray 4ighly or�anie Fine SA1Ji) 21,3 witL piece of laxge mot FL1-55 1.9-6:T TemsGgl�dysiltyPivaSAN]� � W% — YafP�� G8 = LI. � P,L � SL = F.P, (tst� _ �,e: _ Water Cantent Dry Density Spoeif c Gravity Liquid Limit Pl�stic Lirnit Shrinkaga Limit Pocket Penetiorneter Unconfined Comptession Con. G,S. (+I) ORG. (90) Cl. (PPm) SOo tPPm) RES. (ohm-cm) � r+r �onsolidation Test Carainsizs Anatysis (Hydrometcr) Ocganic Gontent Total Cfiloride Total Sulfatc Lab Resistivity See Test Cuives Percent Passing No. 200 Sieve CLIENT: Reiss Engineering, tnc. PRO.XECT: Raw Water Transmission Niain Expansion Pioject, Clearsvater R0 Plani #2, Cleanvater, Florida P+'Ti..E: DES 106673 � � a� � � � � � r � � � � � +� � � � � � � � � � � � � � � � � � � � � r ■� � SUMMARY OF LABORATORY TEST RESULTS ATTERSCRG B��N� DEPTI� DESCRIPTION �'F' a� Y a G, [.IMITS P.P. U.C. CON. C.5. QRG. pH Ci. 50 a REStSTIV11'Y NO. (ft) �P��1 {tsq ( � ) (pPn+) (PPm) (ohm-cm) LL FL SL W-1 2:5-6,0 Tan �nc SAi�TD * 6.3 2Z.5 0 13,000 W-1 12:0•13;5 Dark re8distl:brown Fine SANU " W-1 13.0-16:5 C3reenish-gray �andy CLAY 24,$ aa ta •* and fight tannisl�-gray Fine SAND 61.3 W-2 3,5-6.0 Taa slighUy silty Fiae SAND • W-2 B.D-9.5 Brown Fiae SAND • W-2 IS.OJb.S T,ight geenish-gray clayey Fine SAND 25.I 3z 2a ++ 2f1.4 W-11 6.Q=7.5 Brown FinaSAND s W-11 12.0-13:5 Csrayisd-brown silty Fine S.4ND + W-11 15:0-1b.5 Greenish-graysaadyGLAY 34.� 4s t5 +�' ss.z W-20A 1,0.2.0 Lig6t brown Fina SAND 8.1 �' �' •• with smaii pockeis of ctayey Fine SANB 10.0 W-2QA 3.0.4.p Light brown claycy Fine SAND 24.7 30 � 5 +• 39.7 W2UB.A 3.5-4.3 Brown end light brovra slighdy aihy Fine.SAND • W-20g-A 8.0-9.5 Dazk brown:lrigfity organic SILT (Muck) 47.1 W 20B-A 15A-16.5 Light brown Finc SAND • W208-$ 6.b-7.5 Lighhtlxown and brown s[ighUy silty Fine SAtJD ' W20$-B 10.0.11 r5 Dark brown slight3y silry Fiae SAND • witli trace-of cemented sand &a�merits W-2AB-C 5.6-6.0 Dark b�own highty organic, si{ty Fine SAND •• 6.3 375.0 69 1,155 with roots and piecc.s of decayed wond (Muck) 9.8 W %o. a Ya�� 9 � LL � PL � Si = P.P. (tsil = U.0 = WaYer Content Dry Deosity Specific GrauEty Liquid LimiC Plastic Liinit Shrinkage Limit PocketPeneuometer Uncanfined Comp�ession Con. G,S. (+3} ORG. (%) Cl, ipPm) SO. (PPm) RESISTTVITY + •+ Gonsolidation Test Grainsize Analysis (Hydrometer} Organic Content Total Chloride Total Sulfate l;ab Resistivity Sce Test Curves Percent Passing No:200 Sieve CLIENT: pxo.r�cr: FILE: Reiss Engineering, inc. Remote Well Sites & Rsw Water Pipelines, Clearwater RO Plant #2, Clearwater, Florida DES 106473 SUMMARY 4F LABORATORY TEST RESULTS BORI}VG DEPTH bESCRIPTIqN �y �, y ATTERBERG ��• ft} �P� G, LfMITS P.P. U.C. CON. G.S. ORG. pH CL SO a RESiSTIVITY � f�� ( � )` �PPmi �PP�) (ohm-cm) tL PL SL W2(1B-C ID.d-t1.i Dark'tirowu hi�ly aganic SII.T (Mack) 54.1 W20B-C 12.0•13:5 Duk:grayisil•bxown slightly siity Fine SAND + W-20B�G 20.0•27_5 [.igfU brown ali�tiaty silty Fime SANU • W-32 8.0-9,5 Browa Fiae SAND • rvitL thin seama of light brown silty Fine $AND W-32 10.0•it.S Darkbrowa sligFrUy silty Fina SAND 0.9 with �ace of finely divided ocgeaic material W-32 13:0.16.5 Dazk reddish-brown slightly silty Fiae SAAID • W-35 3:0-SA' Lighroean$ish-tan Fine SAND + W-35 6.0-7.5 Ten and tight brown Fine SAND » W-3? 1.5-3,8 Brown Fine SAND + W37 6.0-7.5 Tan Fino SAND with aom� roots • W3T 12;0•13.5 Dark braum variabty cemented, organic, 5.4 slighttysilty Fina SAND W-$2A 2.8-6.0 Liglit t�nish-brown Fine SAND s W=82A ! 0.0-I1.3 Dark brown Fina SAND • W-82A 15.0-16.3 Gnenish-gray sattdy CLAY 23.6 47 �4 •+ Qi.7 W-82B 4.5-@.0 Cmen CLAY witl� seams of grayish-brown F'rnc SAND •• 5.4 75.0 I Sb 1,150 68.5 W-82B &.0.9:5 Grean GLAY 37.0 a� i� +* 52.5 W-82B 15,0.t6.5 GreansifryGZ,4Y 77.1 �aa 3z •• 86:5 W %o = Y a (pcfl = G$ _ I t, � PL � SL � P.P. (tsfj e U:�. _ Water Content Dry Density Specific Grevity Liquid Limif Plastia Limit Sbrinkage Limit Pocket Penetrometer Uneonfined Gainpression Con. G.S. (+I) ORG. (°/a} CL (PP�) SO� (APm) RESISTIVITX s as Consoiidation 7est Grainsiu Anaiysis (Hydrometer) Organic Gontent Totai Chtoridc Totai 5atfate Lab Resistivity Sec Test Gurves Percent Passing No. 2U0 Sieve CiIENT: PROJECT: FILE: Reiss Engiaeering, Inc. Remofe Well Sites & Raw 1Nater Pipeliues, CEaarwatier RO Plant #2, Cleanvater, Florida DES 106ls73 � � � � � � � i � � � � � � � i � � � � i■�r � � � � ■� ■� - � � r � � � � � � � SUMMARY OF LABORATORY TEST RESULTS ATTBRAF.RG BO�� bEPTH AESCI2TPTION �' °� �' d G y LIMITS P.P. U.G GON. G.S. ORG. pFi Ct. SO a RESISTNI'1"Y NO. (�� (Pc� (ts� ( � ) (pAm) iPPml (ohm-cm} LL PL SL WS3A 1.8.3.8, Dazk brownish-grayFine SAND ' W-83A 10.0-11.5 Light brown FiatSAND ` W-$3$ 8,0.9:5 Tan Fine SAND ' W-83C 1.8-4.0 Darkbrown hig6ly organic, slighdy silty Finc SANP i �.b witls pieces of larga roots W83C 6A•7.5 Brown atigiiHy silry Fine SAND • R+-83C 15;4-16.5 Greyis6-browu sitty Piae 5AND ' W-84 6.0.7:5 Light 6rown Fine SATd13 ' W-Sd 15:0•l6.S Grayish-geen CLAX and qu Fine SAND 2d.8 36 �e '• 36.5 WB-1 3_5-6,4 &rown Fiae SAND with tracc of roats ' 6.0 22,5 54 27,250 WB-1 G:4-1.5 Dark 6rown Fine SAND ' WB-1 13.0-1 fi5 Light gtayishaaa �iue SAND ' WB-2 6.0-7.5 Light gayish-brown Fine 5hND with trace of roats ' WB-2 8.D-9.5 Dark brown slightly silty Fine SAND 1.6 wit6 finely dividad orgsnic material WB4 I5.0-16:5 Reddish-brown Fine SAND ` WB-3 4.U-b.6 Taa Fina SAND ' W8-3 10,0-11.5 Dazk brown sligltNy orgenic Fine SAND " 5.6 22.5 54 12,000 VJB-3 t2.U-13.5 Dark browo Fins SAND t.6 witti facly di rided organic material VI+H-3 15_0-1b.5 Brown FSnm SA1�ID " VJB-4 2.8-6A Li�ht 6rown Fine SANI3 " W% � �eiP��i � Gg = LL PL = SG = P.P. (ts� _ U.C. _ Water Content Dry Densiky Specific Cttavity Liquid Limit Plastic Limi2 Shrinkage Limit PocketPenetrometer Unconfincd Comprossian Con. �.s, �+1� ORG: (%) CL fPPm) SOa {PPm) RES[STTVTfY � +es Consolidation Test Grainsize Arialysis (Hydrometer) Organic Gonient Total Chloride Total Sulfate Lab Resistiviry See Te5t G�arves Fercenc Passing No. 200 Sieve cr,r�NT; PROJECT: ��' ��..�' ; Reiss Engirteering, Ino. Remote We1G Sites & Ruw Water Pipelines, Clcarwater RO Plant It2, Clcarwater, Florida LCJ IUOb�l� SUMMARY QF LAB�RATORY TEST RESULTS BQRWG ATfERBERG 1�EPTH DE5CRIPTION �'+� Yd G, L[MTfS P.P. U.C. GON. G.S. ORG pH CI. SOy RESiSTIViTY NO. (�� (P�fl (ts� (%} (PPm? tPP�) (ohm-cm) LL PL SL V✓$-4 12:0-13.5 draztgish-browa Fino SAND * W% _ YaiPGfl � GS = LL = PL = SL � �.p: (tsr} a IT.C. _ Water Gontent Dry Density 5pecific Gravity Liquid Litnii Plastic Limit Shrinkage Limit Pocket Pen�rometer Unconfined Compression GOA. G.S. (+1) ORG. (%o) CI. iPPm) SQr iPP�) RESISTIVTTY t s* Consolidation Tcst Grainsize Analysis (Fiydrometer) Organic Contenf Totsl Chloride 'Z'otal Sulfate L.ab Resistivity S�e Test Curves Peroent Passing No. 200 Sievc CLIENT: PROJECT: FILE c Reiss Engineering, Inc. Remote WeIlSites & Raw Water Pipeli:nes, Ciearwater RO Piant #2, Clearwatcr, Flarida DES t06673 � � � � � � � i � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � DiiFGGERS ENGINEERING SERYICES, INC. 0 DRIGGER& ENGINEERING SERYtCES, IMC. C�ain Site in Milltmeters GRAVEL SAND SILT or CLAY Coarse Medium Fine �urnber Dtpi� �� LL. P:t P.1. Gassif�catiom ��IENT: Reiss Eng4neering, Inc. Masturc � PROJECT: Raw Water Transmission Main HA-4 2,$� _5,g� Dark brawn F:ne SANO ExpansSon Project, Glearwat�r RO Plant #2, Clearwater, Flor�da FILE: DES 1Ofi673 � 3 � � � � a u d � � �■ � � � � � � � r � � � � r � � � � � � � � ! !i � _ � ! � � � � � � � � DRIGGERS ENGINEERING SERYICES, lNC. r f i DRIGGERS ENC+INE�RING SERVlCE5,1NC. � Q. 0 0 r r o� A a ax S c� � � 4 � O � � � Grai� Size in Mdiimeters GRAVEL �A�� $IlT or CLAY Goarse Medium Flne lumber jj�pxh Natur�l � L. P. � P.1. Gsssificat;on • e 1 s s n g i n e e r� n g, n c. Masture HA-8 3.0' -b.2' light ian and gray Fine SAND PROJECT: Raw Water Transm;ss9an Main Expansion Project, Clearwater RD Ptant #2, Clearwater, Florids FILE: DE5 1Ob673 � � � � � i � i � � i i � i � � � � � � � � � � � � � � � � � � � � � � � � �t � � .�' Y � � � � , � C?R(GGERS ENGINEERING SERYICES, lNC. D tl 7 0 IO � .� $ �o i � � � u d �0 r 90 00 Groin Size in Milllmeters GRAVE� SANO SItT or CI.AY Coarse Medium Fine Number OeptA Naturst L L. P. L P. I. Glassiiication CLIENT: Reiss Eng4neer�ng, Inc. � Mbistare � HA-10 3.0' -8.0' Tan fine SAND PROJECT: Raw Water Transmission Main Expans;on Pro,ject, CTearwater RO P1ant �2, Clearwater, Ftorida FIIE: OES 106673 � DRtGGERS ENGINEERING SERVICES, INC. Grai� Size irt Miliimefers GRAVEL SAND SfLT or GL.AY Goarse Medium Pine Natur�l CLIENT: Reiss Engineer�ng, Inc. nDef D�P�h Moistu►e i" �" P' �' � I. G�assititatian -12 2.5' -5.3' Tan E;ne SAND PROJECT: Raw Water Transmissian Ma;a Expans;on Project, CJearwater RO P1ant #2, Glearwater, Florida FILE: DES 106673 � D I c ,3• d � a: G � C a � � o� a� 0 u � r �r � r �r � � � � ■7■r r� ■� � � � � �r �■ � � � � � � � � � � � � � � � � � � � Ot�IG�ERS €MGINEERING SERVICES, INC. e 1 DRIGGERS ENGINEERING SERVICES, INC. 0 io ro 3a � 40 � � � � � c 60 � A 76 90 � IOD 31 Grsin Size in M�tlimeters GRAVEL SAND SILT or CLAY Goarse Medium Fine pepfh K'�� LG P:L P.I. G�assrficatian GLIENTs Reiss Engineering, Inc. Masture row � PROJECT: Raw Water Transmission Ma9n 4.8' -6.7' with thfn seams of ti ht reen CLAY Expansion Project, Clearwater R0 P7ant #2. Clearwater, Flor7da FILE: DES 106573 � � � � � � � � � � � � � � � � � � � � � � � ' � � � � � � � � � � � � � � t DRIGGERS ENGINEERING SERVICES, INC. D 0 !0 b to � $' i0 �' � c � V L. a �Q �0 ?Il DO Groin Sizs in Miliimeters GRAVEL SAND SILT or GLAY Goarse Medium Fine nber Depfh Naturat L L P. L P. L Glassification CLI . e�ss ng7neer ;ng, roc. Mastu►e -25 3.1' -7.2' light tan F'ne SAND PRdJECT� Raw Water Transm;ssion Main Expansion Project, Clearwater Rb Plant H2, Clearwater, F7or�da FIt.E: DES 1D66T3 DRIGGERS ENGINEERING SERVICES, INC. � � � � � � � � � � � � � � � � � � � � � � � � � �� ►a E E � r �a .'a' C5 � � 06 { 3 E 0 W-1 DRIGCEFiS ENGINEERINC"a SERVICES, INC. 0 �o 20 ao •o � $ � � N? V C � v a 70 •L� 90 IUO Dl Grain S�zt rn Millimeters GRAVEI SANO SILT orCLAY Coarsa Msdium fine ��t� NaEunl L L. P.L P. 1. Glassiiicatinn CIIENT: Re ss Eng neer ng, nc. Moisture 2.5` - 6.0' Tan Fine SAND PROJECT: Remoie Well Sstes & Raw Water Pfpelines, Clearwater RO Plant #2, Glearwater, Flor1da FILE: DES 706673 ORtGGERS ENGIMEERINIG SERYlCES, INC. 0 r� ro w c 10 � 1�' i0 �' a U C '� u ei '0 � � 70 Gtain Size i� MiGimeters GRAVEL SAND SILT or CLAY Coarse Medium Fine umber Depth Naturaf L l. P. L P. 1. Ctassi6cation GIIENT; Re � ss ng neer ng, nc. Masturo PROJECT; Remote Well Sites & Raw Water W-1 12.0' - 13.5` Dark reddish-brown Fine SAND pipelines, Clearwater RO Ptant �2, Clearwater, Ftarida FILE: dES 106673 � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �0 e 3 � a � e � � �< t� € 2 0 W-Z DRlGGERS ENGINEERING 3ERVICES, INC. 0 �o 30 30 €r aa � � 0 Y � N a � � � u a �0 80 E:�] i� ! Gtain Size in Milfim¢ters GRAVEL SAND SILT or GLAY Goarse Medium Fine �p+h Natural ��, p_ L P. 1, C�assrficatio� CLIENT: Reiss Engineering, Inc. Moistua PROJECT: Remote We11 Sites � Raw Water 3.5' -6.0' Tan slightTy s11ty Fine SAND P#pel9nes, Clearwater RO Plant �2, Clearwater, Florfda FILE: DES 10b673 � DRIGGERS ENGINEERIMG SERYICES, INC. � 0 n 0 r m a� � :� �� y a� �a � �o � Grain Sizt in Miliimeters GRAVEL SAND SILT pr CLAY Coarse Medium Fine Hatursi GLIENT: Reiss Engineer!ng, Inc. lumber 6spth µastu.c �� P. L. P. I. Classification PROJECT: Remote Well Sites & Raw 4later W-2° 8.0' -9.5' 8rown Fine SAND Pfpellnes, G)earwater RO Plarrt #2, Ctearwater, F1or#da �ILE: DES 106673 r � � �r r r� �r r�c- r � � �rr r � r� �r � �r r�r � � � r�ri r �r r �w �r �■ � � r� rr � � � r � io 9 8 7 "o E 3 � C R tt Y � , 3 's � W-11 DRItaGERS ENG;INEERING 3HRYICEB. 1NC. 0 10 20 3f! m �0 �' a A Z (� Ny V C � V a 74 86 �i0 I00 Q1 6rain Si2e in Millimettrs GRAVEL SAtJD SILT or CLAY Coarse Medium Fine �tRt� Natural �� p L P. I. Ciass+lication CLIENT: Re1ss Eng'neering, Inc. MO�SYUr! 6 Q, _ �.5, Brown Fine SAND PROJECT: Remote We1T Sites &,Raw Water P'pe7lnes, Glearwater RO Plant #2, Clearwater, Florida �TLE: DES 106673 DRIGGfRS E'MC:INEERING SERYICES, INC. � � �r � � r � r � � � �r � � � �r r � ,� � � � � � � � � � � � �' � � � � � � � ea � � DF�ltaGERS ENGINEERING SEiiVICE�, INC. 0 to ao �o - - - ao �. ° '�L fA �- 40 �. s. �+ � n LS�p _.. sA °� � a .._. __ � � � �� a : ao �o � _.._ _._ ,� ao — ----_.._.- t ' __ ...- 90 i ___._ ,. _ i _ � e � ` �ao 100 50 10 5 t' 0.5 0 1 0 05 0.0! 0.005 8.001 Groin Size in Miilimeters GRAVEL SAND SILT or CLAY Coarse Medium F(ne �pih ' Natural L� p L P. i. Glsssrficat+an CLIENT: Reiss Eng�neer;ng, Inc. - Masture � �_ � rown an g rown PROJECI: Remote We11 Sites & Raw Water 3.5 4.5 sl{ htl s?Tt Fine SAND Pfpel�nes, Clearwater RO Pla�t #2, Glearwater, Florida FIlE: DES 106673 -A , � 3� �' �; � �y U � � � � �f#IGGiERS ENGINEERING SERVICES, tNC. a 0 � 0 '� ,o � b' �� c� G °a u 0. 0 �' � 7f1 Grai� S�ze in Mdlimeters GRAVEL SAND S1LT or CLAY Coarse Medium Fine imDer p�p�h Natural L t. R l. P, L Ciassification CLIENTs Re ss Eng neel' ng, nc. Masture PROJECT: Remote We11 Sites & Raw Water =A 15.0' - 16.5' light brown Fine SAND p!pel9nes, Clearwater RO Plant #2. Clearwater, Florlda FI�LE: DES 106873 � � � � ' � � � � �� ' � � � � � � � � � �r r � r r � s � r � � ■�r �r ,r� � � � Q � � �` < 3 b'' c � (i. � �� F 0 DAIGGERS ENGINEERIhIG SERVICES, INC. 0 a ro 0 £ �o g r a L i0 N U C � V a '0 �o ao so Groin $�ze in Mi111meters GRAVEI SAND SILT or CLAY Coarse Medium Fine umbtr Dtpth Naturat L L. P. L P. I. Ciassificatiun CL N s e 55 ng neer ,ng, n. Moi3tute rown an rown PROdEGT: Remote Well Sites & Raw Water _B 6.0' - 7,5' sli htl s37t F1�e SAND Pipeltnes, Clearwater RO Plent #2, Clearwater, Florida FILE: DES 106673 � -6 DRIGGEFiS ENGINEERING SERYICES, INC. 0 10 F� � � so ; $ v � .Nq O Cd c � u ir a 70 � 48 t00 )1 Gtai� Site in kliliimeters GRAVEL SAND SILT orGLAY Goarse Medium Fine ��h Natunl � � p, L P: I. Giassetication CLIENT: RejsS Errgineering, Inc. Masture �Q`�, ! �� , n y 5 y ne FRQJECT: Remote We11 5#tes & Raw Water with trace of cemented sand P1pelines, Glearwater R0 Plant #2, fragmer(ts Ctearwater, Florida FI4E: DES 106673 � �r � r � � � �r �r � �■r r� � �r �r � � r a� ,� � � � a� r rr �r a� � � r � � � � �r � ,� n � � :3 0 �i c ii c Y4 ii. DRIGGERS ENGINEERING SERVICES, INC. a 0 �a 0 s r �a � $ 4 A L" � G � V Y a �o �t �o 00 Groin Stse in M�liimeters GRAVE� SAND SIL7 ar CLAY Goarse Medium Fine �m�� Naturol L � P. � p � G�ass�ticahon CLIENT: Re ss ng neer ng, nc. Moisturc �_ � own PRpJEC7: Remote Weli Sites & Raw Water W� 12.0 13.5 sli htly silty Fine SANO Pjpellnes, Clearwater RO Plant #2, Clearwater, Florida FILE: DES 706673 � � 3 � �1 C W � � CfRIGGERS ENGINEERING SERYICES, ING. 0 0 i �o � �a � � 4 � N9 O C1 N '4 u 0 a �� o Grain Sizc in Millimeters GRAVEL SAND SILT orCLAY Goarse Medium Fine umber ptpf6 Matunt � L P. L P. L C�sas+fication CLI€NT: Rejss Enginee�^fing, Inc. Masture _ g PROJECT: Remote Wetl Sites & Raw Water 20.0' - 27.5' Light brown slightiy silty Fine SAND a -C Pipe7,nes, Glearwater RO Plant #2. Clearwater� fiorfda. FI`lE: QES 106673 r �r �r � � �r �r �r � � � � � � � � s � tr � � � r � ,r � �rr �r � r r � � r _ � rr a� � s E 3 2 � QRIGGERS ENGINEEAiNG SERVIGES, INC. 0 eo � 30 40 �' a. c 50 � a � � � W � 70 � 90 p.�j�f I� I I 7 I 1 1 1 1 � � � � I ! I 1 � � � � � � !:rl ; t 1 I I 1 I l l I 1 1 I 1 'tU0 !00 50 70 5 t 0.5 01 OAS 001 0.0p5 0:001 Grain S�ze in Mdlimeters GRAVEI. 5AN0 S1LT or CIAY Coarse Medium Fine lumber (y�pt#� Naturat 4� P. L P. L Ctassificatioa � • e ss ng nee ng, nc. Moisture W-32 8.0' - 9.5' rown ne w n seams PROJECT: Remote Well Sites & Raw Water �f light brown s',lty Pine SAND Pipeiines, Clearwater RO Plant #2, Clearwater, Florida FILE: DES 1066J3 ia 9 8 7 �6 � a e S � � L� +� � 2{ DRIGGERS ENGiNEERIMG SERYICES, tNC. 0 10 20 3fi t a d0 � r G � � a U c � u a �o � 10 ---- — - - � -�-} 90 i • . � - -.._,. _ �..�.� �. �.. 100 0 7pq 50 ?0 8 1 0.5 01 0.65 0.01 0.6f)5 0.001 Grain Size in Mil6meters GRAVEL SANR SILT or GLAY Coarse Medium Fine lumher �p�h Matural � � p. L P: L Classificatipn CtIENT: Refiss Eng neerrng, Inc. Masture - wn PROJECTs Remote Weil Sites & Raw Water W-32 T5.0' - 16.5` s11 htly sfTt f3ne SAND Pipelines, Clearwater RO Plant #2. Clearwater, FTorjda FILE; DES 106673 �■r � � � � � �r r r� � � � r � �r �r r �s a� � � � � � � � � � � � � � DRIGGERS ENGlNE�RiMG SERYlCfS, lNG. � � � � � � n C1RI�GG�ERS EPIGINEERING SERViCEB, INC. r 0 0 0 � o; � a ox a U f 'a u y a 0 � � � � G'tb�n SiXt in Millfineters GRAVEL SAND S1LT or CIAY Goarse Mediam Fine �� t� Waiursl L L P.l. P. L Cbss�ficatioa CIIENT: Reiss Eng9neer9ng. Inc. Moisture W-35 6.0' - 7.5' Tan and light brown Fine SAND PROJEC7: Remote We11 S'.tes & Raw Water Pfpelines, Clearwater RO Plant �2, C7earwater, Florida FILE: DES lOfib73 � � � � � � rr r �r � � s r � � �r r �r r s � � � � � � � �■r r� � � r r r r � � � [?RIGGEFiS ENGINEERING SERYICES, INC. � 1 DRIGG'ERS ENGINEERING SERVICEB, INC. a a ro � s :� �a � T D � � � a v � �� a '0 !0 � � Grain Size in Millimeters GAAVEI SANO SiIT or CIAY Coarse Medium Fine iumber Qtpth Naturst �� p, L P. L Classificatio� GLIENTs e>ss Emg ,neer ng, nc. Moisture PRO'3ECT: Remote Well 5ites & Raw Water W-3T 5.0' - 7.5' Tan Fine SAND with some roots p�PQ��nes, Clearwater RO Plant #2, Clearwatar, Florida FILE: DES 106673 r � � �■ r � r� r � a� � � � � w � �■■i r � � � � � � r w� � � s � � � r r � � � �r ec s r: � � ';u' E �, a �+ R L W � d 4 3 2 0 W-82 O�ttGGERS ENGfMEERIWG SERVICES, tNC. 0 to � x� � . ,o ; � 50 �@' V � � v � 70 0 90 l00 1 Grain 5�ze in Mii�imeters GRAVEL SAND SiLT or CLAY Coarse Medium Fine ptRth Natural � � p L P. L C�assification CLIENT! Reiss Engineering, Inc. Moisturt PROJEGT: Remote Well Sftes & Raw Water 2.8' -6.0' L1ght tannish-brown Fine SAND Pipel9nes, Clearwater R0 Plant #2, Clearwater, Flor',da PILE: DE5 106673 �c < � ; t 3 ! a'' C � 1L � � � 6 e 0 DRIIaGERS ENGfNE£FIING SERYIC:ES, INC. 0 io zo 3tt � 40 � a W �JQ ��p Q � 4 � U a 70 8�f 9tl o{„J I I I I 1 ( 1 I I 1 I I I 1 1 l � �� i t � i i i �' i � � i i � � � i i i i i i i � ��ao ioa so in s � o.s o� oos oo� a.aos a.00i Grain Saze in MillimetCrs GRAVEL _ SAND SIL7 or CIAY Goarse Medium Fine �tnpc� fkptfi NaturaF L L. P. � P. k. Ciassification CLIENT: Reiss Eng±neering, Tnc. Moisturc PROJECT: Remote Well S�tes & Raw Water -82A 1D.0' - 11.5' Dark brown F`ne SAND pzpelines, Clearwater R0 Plant �2, Clearwater, Flor�da FILE: DES tttb6�3 � � � � � � � � � � � � � � � � � � � � � � � � � �r � �r � � � r � � � � � � ia 9 C 7 z � E �' C s ti �, � 3 E DRIGGERS ENGINEERtNG SERYICES, INC. 0 14 3'0 3EI � iU � �' � �a U v � u a 10 &! 10 _ � -�- 90 _ .. ..._. _. � I i ; a � � � 1 ,�� ipp 5Q 10 5 1 0.5 Oi OA5 00! 0:005 O.ODt Groin Size in Millimeters GRAVEL �A�� S1LT ar�GLAY Coarse Medium Fine umAer Depih Naturat �� P L p � Gassification CLIENTi Reiss Engfneering, Inc. Mniiturt -83A �,g� _ 3,g� Dark brawn9sh-gray Frne SAND PROJECT: Remote Weil 5ites $ Raw Water Pipelines, C'learwater RO P1ant #2. CTearwater, Florida FILE: DES 1Q6673 ia s [ 7 .y E '� � e 5 � C p�� 4 4. 3 2 Q ORIGt3ERS EhiGJNIEERING SERYiCES, INC. 0 to F�� 36 � 40 � C � � a V C � V � l0 � 90 oL1��ki i i i i itil�l i i i �itii i i�i i ;��.i�� i i i i �{iii� i 1„ i ��oo id8 50 14 5 T 0.5 0 1 A OS D.07 0.005 O.00t Grain Size in M�ilimeters GRAVEL SAND SIl.7 or CLAY Goarse Medium Fine umber Depth Natural �L. P.L P.I. C�assit�cation GLIENT: Re7ss ng7neer3ng, nc. Mo+sture PROJECT: Remote Well S�tes & Raw Water -83A 10.0' - 11.5' Light brown F9ne SpNU pipelines, Ciearwater RO Plant #2, Glearwater, Ftorida FILE: DE5 106673 � � � � � � � � � � � - � � � � � _ � � � � � � r �u ■� � � _ � � � � � � � � ta 9� � r� �� 3 a, a c � ii. b � 41 a � � u �RIGGEIRS ENGINEERiNG SEFiYICES, INC. Y a 0 0 t �. 0 3 s�; o � � t3 C A v a 0 a a �o Groi� Size in Miltimete�s GRAVEL SAND SIIT or GLAY '� Gaarse Medium Fine I Natursl CLIENT: Reiss Eng?neering, Inc. �mDer Otpf1� Moistu�e �- L. R L P, L Glsssiiicafiprr -836 $,0' - 9.5' Tan Fine SAND PaOJECT: Remote Well 55tes & Raw Water Pipelines, Clearwater RO Plant �2, C7earwater, Flor�da FIlE: DE5 106673 DFtf+GC3ERS ENG#NEERING SERVICES, ING. � � i � � � �n � � r � � � � � � � � � � � � � s � � � � � � � � � � � � � � � [lRIGGERS ENGtNEERING 3ERVICES, INC. � 0 b 0 L ti o � � !O � C A ti 0. '0 � i(7 )0 Grain Size m Mdfimeters GRAVEI SAND SI�T or CLAY Goarse Medium Fine obec (kpth Natu�a� �� p L P. L Classificat�on CLIENT: Re9ss Engineer�ng, Inc. Moist�rt PROJECT: Remote Nell Sites & Raw Water 83C 15.Q' - 16.5' Gray7sh-brown silty Fine SAND piPel�nes, Glearwater RO Plant #2, Clearwater, Ftorfda FILE: DES 106673 nAt��Eas ENG�wEE��Na s+��v�cES, iMC. 0 �a � � _ .. BO � �' `a SU � c 50 � d tq 96 30 � Grain Size i» Milllmeten GRAVEL 5a�1d SILT or CLAY Coarse Medium Fine lumbsr pEpfh Natursl �� p L P.� C�assification �LIENT: Reiss EngSneer:ng, Inc. Masturc W-84 fi.0' -7,5' Light brown Fine SAND PROJEG7: Remate Well Sites & Raw Water P�pelines, Glearwater R0 Plant #2, Clearwater, Florida FILE: DES 706673 � � i � � � � � � � i � � � � � i � � � � � � � � � i � � � � ! � � � � � � �a � P � t �� 3 � c � � � d'. { 3 2 0 QRIGGERS ENGIN£ERING SER1fICES, lNC. � 0 :a 0 � o$ �' �o � � v � � � a ,Q � i0 00 Grein Sae +n Mdfimeters GRRVEL SAND SILT or CLAY Coarse Medium Fine IumGsr pspih Naiural �� p, L P. L Gtassiticatian CIIENT: Reiss Engineer ing, Inc. Masturt WB-1 3,5'- 6.0' Brown Fine SAND with trace of roots PROJECT: Remote Well Sites & Raw Water Pipelines, Clearwater RO P1ant #2, Glearwater, Florida FILE: DES 106673 � WB-t DRiGGER$ ENGINEERING SERVICES, tNC. 0 10 � 30 sa ; .�i' 4 � �q O U C � u � 70 0 90 10� 01 Grasn Srze +n MiHimeters GRAVEi SAND SILT or GLAY Coarse Medium Fine �rP�h Natuni �L. P.L P.I. Ciassitication CLIENt: Reiss Engineering, Inc. Masturt 6.0' - 7.5' Dark brown Fine SAND PROJECT: Remote Well Sates & Raw Water P9pelines, Clearwater RO Plant #2, Clearwater, Florida FIIE: DES 106673 � � � � � � � � � � � � i i � i i � � � � � � � � � � � � � � � � DFiIGGERS ENGtNEEF�ING SERVICES, INC. � � � � � s DRFGGERS ENGIWEERINGi SERVI+CES, fNC. a 0 ro a �o � �' ;� x � � � iQ � 4 '0 � ''�` 00 G�ai� Size in Millimeters GRAVEL SAND SILT orGIAY Coarss Medium Fine yumber Deafh Natursl L� R L R.1. Gisssificatiun GLIENT: Reiss ng'�neer7ng, nc. � Maiatur+e W6-2 6.0' - 7.5' 1g grayis - rown �ne PR-0JECT: Remote Well S�tes & Raw Water with trac'e of roots Pipe7ines, Ciearwater R0 Plant #2. Ctearwater, Florida FILE: DES 106613 � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � 0 [�RIGGERS ENCaINEERING SEFtViCES, INC. d 0 a � � o; r a � 4 � � U c A V O O. 0 b � � Grain Sfzc in Millimelers GRAVEL SAND SI�T pr CLAY Coarse Medium Fine iymber peplh Natursl �� P� p � Claxsificatwn GLIENT: Reiss Engineering, Inc. Moisture � � Redd,sh-brown F4ne SAN� PROJECTs Remote Well Sites & Raw Water W9-2 75.0 - 16.5 Pipe7ines, Glearwater RO Plant #2, Clearwater� Flor�ida FI1.E: DES 106673 [iRIGGERS ENGINEERING SERYiCES, ING. � � � � � � � � � �' � � � � � � � � � � � � � � � � � � �' � � �� E� DRIGCERS ENGINEERBNG SERYICES, INC: D 0 !p A c m t4 3 b' u i0 : � U e � u 13� r� iC7 30 f70 Groi� Size in M�ilimeters GRAVEL SAND SILT or CLAY CoarSe Medium Fi�e iumber [�p¢h Naturai Ll. P.L P.1. Classiticatian CLIENT: Reiss Engineer�ng, `nc. Masture WB-3 10.0' -71.5' PROJECT: Remote Well Sites & Raw Water Fine SAND Pipelines, Clearwater RO Plant #2, Clearwater, Flarida FILE: DES 1Ob673 i DAIGGERS ENGINEERING SERVICES, INC. Gtein Size in Mill�met�rs lumbtt L}rpfh ^a�Y,i, L l. P; L P.1. Crass�ficatian Moisture WB-3 15.0' - 16.5' Brown F�ne SAND � 0 b a � � 03 .fi V � N � C i0 W C� 'O ii' iti � tL1tNl: RE75S tng-�neerTrtg, lriC. pROJECT: Remote Well Sites & Raw Water Pipel;nes, Clearwater RO Plant #2, Clearwater, Florida FILE: DES 106673 � � � � � � � � � � A � �� . �� oo go eo io � 60 � $ C � li. Y � 4�1 30 � io WB-4 ORIGGERS ENGINEERtNG SERVICES, INC. 0 0 � 0 � Go � �' i4 � � G �0 4 C r0 � �a Gtain S�ze in Miliim�ters GRAVEL SAND SIL7 or GLAY I Coarse Medium Fine _ Depth Naturel �� p � p,t. Ciassiiication CLIEN7: Reiss Eng9neer-ng, Tnc, Masture PROJECT: Remote We11 Sites & Raw Water 2,g� _�,p� Light brown Fine SAND p9pelines, Clearwater RO Plant #2, Clearwater, Florida FILE: DES 106673 �c s [ 3 2 n DRIGGfRS ENGINEERIMG SEFIYICES, INC. � 0 0 0 c w 4 � a, O � A N � C � u lYY. O � � � Grain S+ze in MiPt�mete�s �RAVEL SAND SiLT o� CLAY Coarss Medium Fina iurn6er ptP}h Natural L L: P. L P. 1, Classification CLIENT: Reiss Eng�neer:ng, nc. Moistwc WB-# 12.0' - 13.5' Orangish-brown Fine SAND pROJECT: Remote Well Sites & Raw Water Pipelines, Ciearwater R0 Plant #2, CTearwater, Ftorida FTLE: DES 1`Q5673 _ � � � � � � � � � � �� " � � � � � � �� ;� � � � � � � � � r � SECTION V CONTRACT DOCUMENTS Table of Contents: CONTRACTBOND ..................................................................................................................... 1 CONTRACT.................................................................................................................................. 3 CONTRACTOR'S AFFIDAVIT FOR FINAL PAYMENT ..................................................... 6 PROPOSALBOND ...................................................................................................................... 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. ' � 1 � i STATE OF FLORIDA COUNTY OF BREVARD CONTRACT BOND BOND NUMBER: FLC7271'.5 ' KNOW ALL i�IEN BY THESE PRESENTS: That we YOUNG'S COMMUNICATIONS CO., INC. as Contractor and MERCHANTS BONDING COMPANY, (Surety) whose home address is 2100 FLEUR DRIVE. DES MOINES. IOWA 50321-1158 ' ' ' 1 ' ' ' ' , 1 ' ' ' ' HEREINAFTER CALLED THE "Surety", are held and firmly bound into the City of Clearwater, Florida (hereinafter called the "Owner") in the penal sum of: NINE HUNDRED THIRTY FOUR THOUSAND SIX HUNDRED ELEVEN DOLLARS AND SEVENTY CENTS ($934,611.7i1 for the payrnent of which we bind ourselves, our heirs, executors, administrators, successors, arid assigns for the faithful performance of a certain written contract, dated the day �af , 2013, entered into between the Contractor and the City of Clearwater for: WATER TREATMENT PLANT NO. 2— CONTRACT 2— RAW WATER TRANSMISSION MAIN US 19 CROSSING 10-0039-UT (B) a copy of which said contract is incorporated herein by reference and is rnade a part hereof as if fully copied herein. NOW THEREFORE, THE CONDITIONS OF THIS OBLIGATION ARE SUCH, that if tl�e Contractor shall in all respects comply with the terms and conditions of said contract, including ttxe one-year guarantee of material and labor, and his obligations thereunder, including the contraat documents (which include the Advertisement for Bids, Form of Proposal, Form of Contract, Form <�f Surety Bond, Instructions to Bidders, General Conditions and Technical Specifications) and tlxe Plans and Specifications therein referred to and made a part thereof, and such alterations as may l�e 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 u�r skill, negligence or default, including patent infringements on the part of the said Contractor agen�s 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 mak:e payments to all persons supplying him, them or it, labor, material, and supplies used directly ��r indirectly by said Contractor, Contractors, Sub-Contractor, or Sub-Contractors, in the prosecution a�f the work provided for in said Contract, this obligation shall be void, otherwise, the Contractor aukd Surety jointly and severally agree to pay to the Owner any difference between the sum to which t17e said Contractor would be entitled on the cornpletion of the Contract, and that which the Owner m�y be obliged to pay for the completion of said work by contract or otherwise, & any damages, direct c�r indirect, or consequential, which said Owner may sustain on account of such work, or on account �yf the failure of the said Contractor to properly and in all things, keep and execute all the provisions a�f said contract. Contract for Signature.docx Page 1 of 14 7(26/2a12 _ __ ' ' � ' � � ' � ' � '� � ' � ' � ' � ' � ' � � ' � ' � ' � ' � '� � � ' � ' corr�c�r ao (2) And ttje said Contractor and Surery hereby further bind themselves, their successors, executors, adminisvators, and assigns, jointly and severally, that they will amply and fully protect the said Owner against, and wi11 pay any and all amounts, damages, costs and judgments which may be rocovered against or which the Own�r may be called upon to pay to any person or corporation by reason of any damages arlsing frorn the performence of said work, or of the repair or maintenaace 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 infiringements of any patent rights by rtason 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, administrawrs, and ass'sgns, jointly and severaliy, to repay the owner any sum which the Owner may be compelled to pay because of any lien for labor matorial furnished for the work, embrace� by said Contract. And the said Surety, for the value received, hereby stipulates and agrees t3�at no change, extensian of time, alteration or additton to the terms of the contract or to the work to be performed thereundar or the specifications accompanying the sarne shall in any way affect its obligations on this bond, and it dces hereby waiv� nodce of any such chenge, exttnsion of time, alteration or addition to the t�rms of the condact or to the work or to the specifications. IN TE3TIMONIY WHEItEOF, witness the handa and seals of the parties hereto day of�n= .+ . 20 t 3. ��-----�- ^--------- ATTEST: � �� Sd/►��-- - WITIVE3S • ��.-= / - r��-�____- COU IGNED: r �,�.�u.-�`� ,�' 2/,�.� — . j ��--'�--'�------,. ScctionV.doc Pe�e 2 ot 16 By: Steve Y� � n,� ' f.,,,.- ��: � :... .. J� J - gy: �C-1� pRNEY-IN-FACT James N. Congf:lio 7Rb12012 � � MERCHANTS � BONDING COMPANYa ' POWER OF ATTORNEY Know All Persona By These Presents, that MERCHANTS BONDING COMPANY (MUNAL) and MERCHANTS NATIONAL BONDING, INC., both being corporatlons duly organfzed urxfer the laws of the State oi lowa (herain coilectively called the 'Compenies"), and that tha CompaMes do hereby make, conadtute and appoint, indivfdualy, ' LJ I'� � _J � ' � Gail S. Barr, Margaret A. $roughton, Mary Butcher, James N. Caagelio, Gerard Fiacco, Lenita W. Wright of Maitland and Stata of Florida their Uue and lawfuf Attomey-in-Fact, with tuli power and autharity here6y coMeRed in fhsir name, piace end staed, to aign, execute, acknowledge and delivar in their bshalf as awety any and elt bonda, undertekinps, recopnizanoss or other w►iC� obligatlons in tfie naturo the►sof, subJect to the itmitadon that any such instrumertt shall not exceed the emount of: FIVE MILLION (SS,000,000.00) DOLLARS and to bind tha Compenles thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authwized offic;e►s of the Companiea, end all the acts of sa(d Attomey-in-Fad, pursuant to the authority herein given, are hereby ratiffed and conflrmed. This Powar-of-Attomsy is made and executed purauant to and by autta►ity of the fdbwing By-Lewa adopted by fhe B�rd of Direetora of the Merd�a�ts Bonding Company (M�tusl) on qpri� 2g� yp� � and adopted by the Board of Directors of MercJ�ards Natla�ai Bonding, Inc., on October 24. 2011. � "The President, Secretary, Troasuror, or eny Assistent Treasurer a eny Assistant Secxetary or any Vice President shall have power and authority to eppoint Attomeys-in-Fad, and to authorize them to exacute on bsh�t of tfie Compeny, and attach the seal ot the Company thareto, bonds and undsrtakings, r000gnizances, conVacta of indemnity and other w� obligatory in tha nature thereof. Tha signaturo ot any authorized officer �d qie seal of the Compmry may be aftfxed by fecsimila w ebdronic trensmissbn to any Power oi Attomay or CartilfcaGon thereot authorizing the execuUon and delivery ot any bond, undertaking, recognizance, or �her suretyship obli�dons of the Company, and such signature and s�l when so used shall have the asme face and effect as thouph menualy tixed' In Witneas Whereot, the Companies have caused this instrument to be stgned and sealed this 29th day of October , 2012 . ' STATE OF IOWA COUNTY OF POLK ss. � ' , �J ' ' �a*� 101��1� "�ti I'e�� ..�g► oR '•.O�` � �.°?. ��'�.O �? � -0^ �� C ��j ; 2003 :',� `�,��► ..�;��,,r'� to.�•••tIF _. `•^�•. • •_ .►R n., � p�.�Ci �J� :�,L' .ti:: -o- �': • . :3 : y 1833 �• e: • v •�ti. • 6 •;� . • �i�. . �`,� . • •�• . •, . ••...... . MERCMANTB BONDING COMPANY (MUTUAL) MERCHANTS NATIONAL BONOINO, INC. � �� ProsMent On tMs 29th day ot Odober 2012 be%re rne appeared Larry Taylor to me peraonelly knrn�m. who being by ma duly swom �d{d sey thet he is President of the MERCHANTS BONDINCi COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDINf3, INC.; and that the aeals aRixed to the toregartg inatrument is ths Co�porate Seals of d�e Ccxnpaniea: and a,ac cna �b r�scn,r„e�c wes s�r►ed �a sealed in behalf ot fhe Compenies by aufhority of thek reepxth,e goards of Diroctors. In TesUmony Whereo{, � have hereunto set my hand �d attixed my Offlciel Seai at the Cky ot Dea Moines, bwa, the day and yaer flrst above wriQen. � MARANDA GREENWALT �,� � � �' � commisdon awnb.. no312 �Oetobu 2f �2011x�� Notary Publle, Po/k Cou►#j, lowa STATE OF IOWA COUNTY OF POIK ss. I, Wiiliem Wamer, Jr., Secretary of tM MERCHANTS BONDING COMPANY (MUTUAL) end MERCHANTS NATIONAL BOND�NG, INC., do hereby certlfy that the above and foropdng ts a true and oorrect copy o� the POWER-OF-ATTORNEY executed by said Companies, which is sUll m fu11 force and effect end has not been amen0ed a revoked. In Witness Whereof, I bave hereuMo set my hand and afixed the seal ot the Compenies on this day of , , ' POA 0014 (11J11) ' -e- zoo3 � •��........ m : �4��`RPOq�'O�!'. ', p . :v0 '��:y,c: • � it�� .�;�?r -c- "'' . •z. �:�. : s • 1833 : e: :.� = .y, .�1►. $$� �b � •��i�. . � . • •�.��i� ••...... . �.�G'��lars.�..t� 6s'� � Secmtary ` _ � , �II � ' ' �-� �� ' ' ' l. 1 , ' ' , , � L ' � � � CONTRACT This CONTRACT made and entered into this � day of 4�?. , 2013 by and between tl�e City of Clearwater, Florida, a municipal corporation, hereinafter designated as the "City", an.d YOUNG'S COMMUNICATIONS CO.. INC., of the City of MELBOURNE County c��f BREVARD ar.d 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 tlxe sums of money as herein after set forth to be paid by the City and to the Contractor, shall and will ��t their own cost and expense perform all labor, furnish all materials, tools and equipment for tlne following: WATER TREATMENT PLANT NO. 2- CONTRACT 2- RAW WATER TRANSMISSION MAIN US 19 CROSSING 10-0039-UT (B) IN THE AMOUNT OF NINE HUNDRED THIRT!�' FOUR THOUSAND SIX HUNDRED ELEVEN DOLLARS AND SEVENTY CENTS ($934,611.70) In accordance with such proposal and technical supplemental specifications and such other speci��l provisions and drawings, if any, which will be submitted by the City, together with an;y advertisement, instructions to bidders, general conditions, proposal and bond, which may be heret� attached, and any drawings if any, which may be herein refened to, are hereby made a part of thiis contract, and all of said work to be performed and completed by the contractor and its successors and assigns sha11 be fully completed in a good and workmanlike manner to the satisfaction of th�e 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 im accordance with the provisions as contained herein. THE CONTRACTOR AND HIS OR ITS SUCCESSORS AND ASSIGNS DOES HEREBY AGRE.E TO ASSUME THE DEFENSE OF ANY LEGAL ACTION WHICH MAY BE BROUGHT AGAINS"f THE CITY AS A RESULT OF THE CONTRACTOR'S ACTIVITIES ARISING OUT OF TH1S CONTRACT AND FURTHERMORE, IN CONSIDERATION OF THE TERMS, STIPULATIONS AND CONDITIONS AS CONTAINED HEREIN, AGREES TO HOLD THE CITY FREE ANl) HARMLESS FROM ANY AND ALL CLAIMS FOR DAMAGES, COSTS OF SUITS, NDGMENTS OR DECREES RESULTING FROM ANY CLAIMS MADE UNDER THIS CONTRACT AGAIN�'f THE CITY OR THE CONTRACTOR OR THE CONTRACTOR'S SUB-CONTRACTORS, AGENTw, SERVANTS OR ENIPLOYEES RESULTING FROM ACTIVITIES BY THE AFOREMENTIONEI) CONTRACTOR, SUB-CONTRACTOR, AGENT SERVANTS OR EMPLOYEES. Contract for Signature.docx Page 3 of 14 7/26/2012 ' ' � ' ' r-, I� ' , , , ' � , '� ' � L _J ' �J CONTRACT (2) In addition to the foregoing provisions, the Contractor agrees to conform to the follow�ng reyuirements: In connection with the performance of work under this contract, the Contractor agrees not to discriminate a�ainst any employee or applicant for employment because of race, sex, religion, color, �r 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, includuig 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, includi�ig contracts or agreements with labor unions and/or worker's representatives, except sub-contractors i��r 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 stipulat��d 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 r�er dav for each day that the work to be performed by the Contractor remains incomplete beyond the time limit specified herein, which sum of S1.00O.QO rner d� 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 rime 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 �nd 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 Contractar shall, at his or its ouvn 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 �id provisions of this contract unril 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 for.m satisfactory to it. Contract for Signature.docx Page 4 of 14 7/26/2Ci12 � ' ' ' ' � ' ' ' , , t ' , ' � ' ' � eo •cr t�) IH Wl'i7�SS �V�EpF, the p�as m the agree�nr,nt have he+otasto acx their ha�s and a� m� have aaceeu�ed thls Agnoa�aot, ia du�lieffic► t�e c�ry amd yrar Rrst abo�ve v�ritten. CITY OF t�.EARWATER IN Pi1VELI.AS COUNTY, FiARIDA �� ,�_ .�i_� . � �� P,., , „. i -" - .! �� _, •„. ��W��n��Ql� "�� a,• � ��O!' � �C W�' �....I+.�w0�0f �Ps � Q[' �V�W�i.� (7be D��t�on aignin� s�a11, in lua ov�m b�& �8� tho P�Cs nemae, his o�tn n�ae, aad his title; whae t6e peraon ia s�gning fac a C'o3poratioa, he muet, bY Affidavit, �hpv►► hia autho�ity to bind tire C'acpor,�a�. co� �r 8�n�s.doc�C PYre 3 at 14 _. . _ ,.,,�� ., _ `' ' �� : + � �� ; .w: � : i ll�� .��, 4 �S-� . < � �; w, � ,. ♦ �r�� r �� l��M� �� ' • �'� � ��, .: �: � - i��rL�i� .�i i� �. n `\��v ��" ' ��7 � Hy: �%eve., V�.x _ :,�. � .); �ce.s,c��.� 1 �� . � ; : ' �'�s'�' k�r ' � . � ,: ; ,l„' , ` ,,,• � ,,, .. :.. ; ,. .,,,. �. � � � ,��; . , .,, ?/i6liY1Z ' ' ' LJ CONTRACTOR'S AFFIDAVIT FOR FINAL PAYMENT (CORPORATION FORMI 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 swo��, deposes and says: ' ' ' ' ' ' , � � That he is the (TITLE) of YOUNG'S COMMiJNICATIONS CO.. INC., a Florida Corporation, with its principal place c►f business located at 424 WEST DRIVE. MELBOURNE FLORIDA 32934 (herein, th.e "Contractor"). That the Contractor was the general contractor under a contract executed on the day c�f , 20 with the CITY OF CLEARWATER, FLORIDA, a municipal corporation, :�s Owner, and that the Contractor was to perform the construction of WATER TREATMENT PLANT NO. 2— CONTRACT 2— RAW WATER TRANSMISSION MAIN US 19 CROSSING 10-0039-UT (B) That said work has now been completed and the Contractor has paid and discharged all sub-contractor�, 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 Statute�, and upon consideration of the payment of (Final Full Amount of Contract) :in full sarisfaction and discharge of said contract. That the Owner is hereby released from any claim which might arise out of said Contrac� The word "liens" as used in this affidavit shall mean any and all arising under the operation w►f the Florida Mechanic's Lien Law as set forth in Chapter 713, Florida Statutes. Sworn and subscribed to before me ' This day of , 20 I� ' , , NOTARY PUBLIC My Commission Expires: Contract for Signature.docx Page 6 of 14 I: AFFIANT PRESIDENT 7/26/2012 , ' � �i , � , � ' ' � , � ' � � ' � � � ' � � � ' ' ' ' ' 1 ' PROPQSAL BQNI� (Not to be filled out if a certified check is submittod} KNOWN 4LL MEN BY THE3E PRESENTS: That we, t6e undersigned, Young's Communications Co., Inc, ag�pjpgj�� Merchants Bonding Company ag spl�,� Whp+g 8�f]regg jg 2100 Fleur Drive Des Moines, iA 50321-1158 are held and fnmly bound unto the City of Clearwater, Florida, in the su�rt of Dollars ($ )(being a minimum of 10% of Contractor's botal bid amount) for the payment of which, well and ttuly to be made, we hereby jointly and severally bind ourselves, our heirs, executors, administrators, successors and assigns. The wndition ofthe above obligation is such that ifthe attachod Proposal ofYounq � s coRnnunicationa co.. , inc . aS PtinCipel, 8t�d Merchants Bondina Comnanv eS SUtCt)+, fOf Wbl'kSpeClflEd 8S' Water Treatment Plant No.2-Contract 2: Raw Water Tranmissican Main US-19 Crosaing Project - 10-0039-UT-(B) al1 as stipulated in said Proposal, by doing sil work incidental the�to, in accordance with the plans and spocifications provided herefor, all within Piaellas County, is accepted snd the contract awarded to tl�e above named bl�er, end the said bidder shall within ten days afkr notice of said award enter into a conteact, in wridng, and fumish the reyuired Perfortnance Bond with surety or sureties to be approved by the City Manager, this obtigation sball be void, othexwise the same shall be in full for�e and viriue by law and the full emount of t�his Proposal Bond will be peid to the City as stipulated or liyuidated damages. . Signed this 28th dgy of February , 20 13 . (Principal must indicate whether �� P�� P�Y or individual) � The per�n signing shall, in his own � hendwriting, sign tfie Principal's name, bis own name and his title; the person signing for a corporation � must, by affidavit, show his autbority to bind the corporation. � � � � $ectianV.doc Page 7 of !6 Corporation Young's Communications Co., Iric. PfiI1Cl]� ' BY�� Steve Young - PresidenC Merchants Bonding Company ,,_,_._.-,- S James N. Congelio Attorney-in-Fact 7126JZ012 , � � � � ' , , ' � ' , , ' �J � ' ' I� MERC�[ANT�S�►� BONDING COMPANY�� POWER OF ATTORNEY Know Ait Persons By These Preaenta, that MERCHANTS BONDINf3 COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both baing corporations duly organlzed under the laws of the State ot lowa (herein coqectively called the 'Compenies"), and that the Canpanies do hereby make, constltute and appoint, individually, Gail S. Barr, Margaret A. Broughton, Mary Butcher, James N. Congelio, Gerard Fiacco, Lenita W. Wrig6t of Maitland and State of Florida thNr true end lawful Attomeydn-Fact, with fuli power and authority hereby conferred in their name, plaoe and stead, to sign, exewte, adcnowledye and deliver in their behaN as surety eny and all bonds, undertakings, recognizances or other written oMigatlons in the nature thereof, subject to the Iimftetion that any such insWment shall not exceed the amount of: FIVE MILLION (SS,000,000.00) DOLLARS and to bfnd the Compenies thereby as fuily and W the same extent as if sud� bond or undertaking was signed by the duly euthorized officers of the Companies, and all tha ects ot said Attomey-in-Fact, pursuant to the suthority herein given, are hereby radfled and oonfirtned. Triis Power-of-Attomey is made and executed purauant to and by authw(ty of the Tdbwing By-Laws adopted by the Board of dradora of the Merchants Bonding Company (Mutual) on April 23, 2011 and adopted by the Boerd of Directors of Merchants NaGonal Bonding, inc.. on October 24, 2011. `Tha Presldent, Secxetary, Treesurer, or any Assistant Treaaurer or any Assfatent Secrotary or any Vfce President shall have power �d authority to appdnt Attome►ys-in-Fad, and to autl�ortze them to execute on behalf of the Company, and attach the aeal ot the Company thereto, bonds and undertakings, reoognizances, oontrects of indamnity and other wrcitlngs obligatory in the nature tliaroof. Tha siynature of ar►y authorizad otficer and Me seal ot tha Comparry may be afflxed by facsimtle or electronic trensrr�ssion to any Power of Attomey or Certficatian thereof authorizing the execudon and delivery d any bond, undertaking, raoognizance, or other auretyship obBgatb� of U�e Company, and such signaWre artd seal when so used shaN have Mie aama face and eflect as though manually flxed." in Witnass YVhxeoi, the Companies hsve caused this Instrument to be siqned and sealed this 29th day of October , 2012 . STATE OF IOWA COUNTY OF POIK ss. �a�*'� �or�,��'�,� � R" • `dj�� _p0 .q �OG, J=, 2uv3 �,� %b� ��,.�;,��i '•�.•��1r --.. •••.••. .•o��,a, co�y., ;�O�:o�PUq :°�!•. • , �t '�'yiG i : ti: � -o- �^'. ; •�;` O:^3.� : � � 1933 : r: ;yJ� •�,►. � � . •� �,' • � •''`1�.' . . '••..... MERCHANTS 80NDIN(i t�NIPANY (MUTUAL) MERCHANTS NATIONAL BONOIN(3, INC. ey �� P►esfdent On thia 28th day o( October 2012 befora me appeared Larty Taylw, to me personally known, who being by me duly swom d(d say that he is President ot the MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that tha seals aftlxed ta the foregoing instrument is tha Cor�wrate Ssela of the Compa�es; and that the said instrument was signed �d sealed in behaH of the Companies by authafty of their reapective Boerds ot Directors. In Testlmony Whereof, I have hareunto set my hand and aflfxed my OMdal Seal at the City of Des Molnes, lowe, iha day and yeer Brst above written. � MARANDA GREENWALT ,��a �7 Gu�' � Commissbn Numbn 770514 �Y� � � ��P� Abtary Publk, Polk County, lowe 3TATE OF IOWA COUNTY OF POLK ss. I, 1Mlliam Wamx, Jr., Sacrotary of tha MERCH/1NT3 BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do hareby cerdty that tha above and foregdng is a Uue and carect copy of the POWER-0E-ATTORNEY executed by said Compa�iea, whlch ia still in tuli force and aNect and has not been amended or revoked. In Witness Wt�reot, i have hereunto set my hand and afixed the aeal of the Companies on this�ry;�ayoi�j. /� , �o �� . a �1 tiC��m�Ne.irrM POA 0014 (11/11) aN� �� 10l�,��''•�, •�y`�=•_*j pR, j�. �0*� t � . ; � .p. �e� �t xVt, ZQ�� .� `� � •••••�� ••'* ...� � ,...... •�O�N� C�4yA. ;�o.0�►POq' .;�•. • '4 '�r►::,c; :�:'� -o- a: : : y 1l33 r'c' • � •Cili • •l:J�••�.-\�+• � V .� �. •••..... �.G�%�..s� �.�-t�� Secretery _ ' , � ' � � � � � ' ' , , � � � � � , ' I ' � AFFIDAVIT (To be filled in and executed if the l�dder is a corporation) STATE OF FLORIDA ) COUNTY OF � C �� ) � Melodie Young . being duly swvm, deposes and says that he/she is Secretary of Young's Communications Co., Inc. a co�tion organized and existing under and by virtue of the laws of the State of Florida, end having � its principal office at: 424 West Dr. Melbourne Brevard Florida Stroet 8t Number City County State � � � � � � � � M � � � � Affiant further says that he is familiar with the reoor�s, minu� books and by-laws of Young's Communications Co., Inc. . (Namc of Carparatio») Affiant further says thet Steve Young is P�esident (Office�'s Name) (Title) of the corporation, is duly autho�ized to sign the Proposal fa� Projed -10-0039-UT{e) far said corpa ation by virtue of by Iaws (stete v�er e provision of by laws � s Resohrtian of the Board of Dira�as. If by R lution give date of ado�ion). �( �' ?t �'� }"�}?�' A Swarn to before me this �� day of f��n ��r w•�, 20 1 3.`_ `� SeaionV.doc T.►a�� M� �` n,or�v pua��c BTATE OF RLOR�DA . CommN EE113743 �q�s gI8I2015 Page 8 of 17 - � ��,,,�. i'�'` ,,..,,.,. �� Notan+ Public ..`[ � J r ; �,� N�`, ; , � ;� � :.� Type/printlstamp nsme of Notary Tide or rat�k, and Serial No., if any 9/2bJ2012 , , � ' � � �TON-COLLUSION AFFI�AV�T , STATE OF FLORIDA ) � , � ' � , � � � � � r r� �� ' � ' � , � , � , � ' COUNTY OF �'S � e.� :� i �� ) Steve Young being, first duly sworn, deposes mtd says that he is President of Young's Communications Co., Inc. � the party making tFre foregoing Proposal or Bid; that such Bid is genuine and not collusive or slu+m: that said biddar is not financialty interested in or otherwise affiliated in a business way with any other bidder on the same contract; that said bidder has not oolluded, conspired, connived, or agreed, directly or indirectly, with any bic�ers or person, to put in a sham bid or that such other person shall refrain from bidding, and has not in any mennar, dira;tly or indire�tly, sought by agreement or collusion, or comrnunication or confe�x, with any person, to fix the bid price or affiant or any other bidder, or to fix �y overhead, profit ar oost elemerrt of said bid prioe, or that of �y other bidder, or to secure any advantag� against the City of Clearwata�, Florida, or any person or persons interested in the proposeci contract; and th� ail 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 diwlged information or data relative thereto to any association or to any member or agent thereof. Sworn to and subscribed befare me this •�� dey of �`t'_�ri i,; .:_� , 20 � 3 = --� Tero�s �s �o�c `S�t�i � � (lnr,v,;, � � �� C Notary Public 8TATE OF FLARIOA . . CornmNEE11�743 Expire� 81�I�D'10 s�,v.aoc Page 9 of l7 ?/26I2012 _ r �� ' � � � � ' , ' � � � , ' ' , , � � � � � � � � PROPOSAL ��) TO THE CITY OF CI.EARWATER, FLORiDA, for Water Treatment Plast No. 2— Contract 2: Raw Water Transmission Main USI9 Croaaing Project - �0-0039-UT-(B) and doing such other ww�k incidental thereto, all in accordance with the contract docurnents, marked Water Treatment Plant No. 2— Contr�ct 2: Raw Water Transmisaion Main USl9 Croesing Project -10-0039-UT-(B) Every bidder must take notice of the fact that even though his proposal be accxpted and the documents signed by the biclder to whom an award is made and by tho�e officials aurthorized to do so on behalf of the City of Ciearwater, Florida, that no such award or signing shall be considcred a binding oontract without a certificate from the Finance Dir+ector d�at funds are available to cover the �st of the wa�k to be done, or without the approval of the City Attomey as to du farm and legaliry of the cont�ac;t and all the patinent documents relating thereto having baen approved by said City Attorney; and such bidder is hereby charged with this notice. The signer of the Proposal, as bidder, also declanes that the only person, persons, company or parties � int�ested in this Proposal, are named in this Proposal, that he has carefuily eacamined the Advertisement, Instructions to Bidders, Cantract Specifications, Plans, Suppkmental Specifica�ions, General Conditions, Special Provisions, and Contract B�d, that he or his representative has made such � inveshgation as is necessary to determine the character and extent of the work and he proposes and agrees that ifthe Proposal be aceepted, he will contract with the City of Clearwater, Florida, in the form of oontract; hd+eto annexed, to provide the necessary labor, materials, rnachinery, equipment, tools or � apparatus, do all the work required to complete the contract within the 6me mentioned in the General Conditions and acoording to the requiraments of the City of Clearvvarter, Ftorida, as herein and hereinaRer set ford�, and furnish the required surery bonds for d�e following prioes to wit: � � � � � � � SdxioaV.doc Page 10 of 17 7!l612012 , ' � � r � ' � ' � ' � � � � � ' � , � , , , ' , ' ' ' ' � � � � � � � � � PROPOSAI. �2) If the foregoing Prop�al shall be acc,epted by the City of Ciearwater, Flarida, and the undetsigned shall fail to execute a satisfactory ca�tract as stated in the Advertisement berein auached, then the City may, at its option detetmine that the un�si� has abandoned the contr-act, and thereupon this Proposal shail be null and void, and the certifiad check or bond accomp�nying this Prop�al, shall be forfeited W bacome the prope�ty of the Ciry of Cieanvater, Florida, and the fu11 amount of said check shall be rc,tained 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 liquidat�d damages; othervvise, the bond or certified check accompanying this Proposal, or the amount of said check, shall be retumed to the undersigned as specified herein. Attached hereto is a bond or certified check on Merchants Bonding Company Bank, for the sum of 10% of Bid Amount �� (being a minimum of 10% of Contractor's total bid aanount). The full names and residences of all persons and p�rties irnerestod in the foregoing liid are as follows: (If corporetion, give the nalr�es and addres�as of the Presid�t and Secretaty. If firm or partnership, the names and addresses of the members or p�rd�ers. The Bidd�r shall list not oniy his �mme but also the name of any person witt� whom bidder has any type of agreement whereby such person's improvements, e.r�3chment, eraploymeat or possible ba�efit, whether sub-contractor, materialman, agent, supplier, or empbyer is coTrtingent upon the award of the co�mract to the bidder). NAMES: ADDRESSFS: Steve Young, President 3315 Westland, Melboume, FL 32934 Melodie Young, Secretary 3315 Westland, Melboume, FL 32934 Signature of Bidder: (The bidder must indicate whether Cmporation, Partr�ership, Company or Secti�V.doc Pege i 1 of 16 � �n6no�2 r � � ' , � , , ' ' , , � � , � ' ' , PROPOSAY. (3) The person signing shall, in his wn handvu�itirig, sign the Principal's name, his own name and his title. Where the persor� signing for corp ration is other then the Pr+esid�t or Vica-President, he must, by affidavit, show his authority bin corporetion, Principal: � `— B "1"P.UL'.. tv.� t y: ____ �� ____ Title• rc �� o� e n�" Business AddrGSS of Bidder: 424 West Dr. Ciry and State: Melboume, FL Zip Code 32904 Datod at Brevatd CouMy . th� 27th day of February , A.D., 2013 . Se�iamV.doc Pasc 12 of 16 7/26/2012 � � �� , � � C�TY OF CLEARWATER , �1DDENDUM SHEET � PROJECT: Water Treatment Plaat No. 2— Contract 2: Raw W�ter Traesmiaaion Niain US19 , Crossing project -10-0039-UT-(B) � Acknowledgmerit is hexeby made of du following addenda received since issuance of Plans and Specifications. ' Addendum No. 1 Date: 2/12/2013 � Addendum No. 2 ��: 2J252013 � � Addendum No. 3 �u; 2/26/2013 ' Addendum No. Date: � Adtkndum No. Date: ' Addcndwn No. I�te: � ' Addendum No. Date: � Addendum No. llate: ' � Addendum No. Date• Addendum No. Date: � � Addendum No. I�te: �� Young's Communicatio Co., I 6. � (Namc of B' ) ' ,� (Sign re of cer�� ,� President ' (Title of Officer) '� 2/27/2013 (Date) � ' � �SectionV.doc Page 13 of 17 7/26/2012 � , , ' r , � ' ' ' ' , , ' , ' ' ' r ' , , BIDDER'S PROPOSAL PROJECT: Water Treahnent Plant No. 2— Contract 2: Raw Water Tranamiasion Main IJSl� Cro:sina Proiect -10-0039-UT-(B) CONTRACZ'UR: Young's Communications Co., Inc. BIDDER'S GRAND T4TAL $ 934,611.70 (Numbas) BIDDER'S GRAND TOTAL Nine Hundred Thirty Four Thousand Six Hundred Eleven and Sevenry Cents (words) 1 Mobilization 3.5% Maximum 1 LS $ 2s.000.00 S 2s,000.00 2 Maintenaace ofTrai�c 1.5% Maximum 1 LS $ �o,000.00 S �o,000.00 � F&I 3" Communication Conduit HDPE DRl t 1,150 LF $ �z.00 $ �s,aoo.�oo Pi e b Horizontal Directional Drill F&,I 6" Sanitary Scwer Force Main HDPE 4 DRl 1 Pi e b Horizontal Directional Dritl � � $ 32.� $ 28,8°°..�°° S FBcI 6" Backwash Water HDPE DRl l Pipe by 1,2Q0 LF � so.00 $ ss.000.�oo Horizontal Directional Drill F&,I 8" Raw Water HDPE DR9 Pipe by 6 Horizoatal Dirxtional Drill 420 LE � sa.00 $ zs.s�o.�o � F&I 8" Raw Water HDPE DR11 Pipe by 1,300 LF $ sa.00 $ �0.2oo.tw Horizontal Directional Drill , F&I 8" Potable Water HDPE DRl l Pipe by g Horizontal Dire�tional Drill 3� LF $ �as.00 S ta,aoo:c�o 9 F&I 8" Ca�cantrate Watea� HDPB DRl l Pipe by 1s8� � � ,�.� � ��,400.ca Horizontal Dircctional Drill 10 �� 12" Raw Water HDPE DRl 1 Pipe by 1,250 LF S s�.00 $ a3,�so.r.a Horizontal Directional Drill FBtI 22" Horizontal Directio�al DriU with 8" �a.so ��.2�s.00 I 1 Cot�e.ntrate Water HDPE DR9 Pipe, 6" 2,p70 LF $ �$ Backwash Water HDPE DR9 Pipe and 3" Cacnmunication Conduit HDPE DR9 Pi e ' 12 F&I 3C� mmunication Conduit HDPE Pipe by 200 LF $ �.so $ �,soo.a 13 F&I b" Sanitary Sewer Force Main �IDPE Pipe 20 LF $ 53.00 S �,oso.uo b en C�xt 14 C� 6" Backwash Water HDPE Pipe by Open 130 LF $ 20.00 $ 2.soo.�o 15 �&I 6'� 'tary Sewer Force Main DI Pipe by 20 � $ �as.00 $ 2.sso.uo 16 F&I 6" Backwash Water DI Pi b Cut 110 LF $ 50.00 $ 5,�oo.a SactionV.doc Page 14 of 16 ReA�ised 2/12I20t3 , , ' , , ' ' , , , ' , , � ' ' ' , , n 17 F&I 8" Potable Wakr HDPE Pi e b en Cut I 5 LF $ ss.00 $ 5ao.00 18 F&I 8" Raw Water HDPE Pi e b en Cut 170 LF $ 22.00 $ s,�ao.00 1 g �t 8" Concenhate Wate� HDPE Pipe by Open 120 LF � 22-00 $ Z.sao.00 20 F&I 8" Concentrate Wab�r DI ' e Cut 150 LF $ �05.00 $ �s.�5o.00 21 F&I 12" Raw Waber HDPE Pi e b ea Cttt 20 LF $ �•� $ �•� 22 F&I 12" Raw Water DI Pi e b en Cut 50 LF $ �•� $ 4.�•� 23 F&I 6" Restrained Joints for HDPE Pi e 8 $A $ ��•� $ �� 24 F&I 6" Restrained Joints for DI Pi e 34 EA $ �•� $ �.a�o•� 25 F&I 8" Restrsin�Joints for HDPE Pi e 54 EA $ 133.00 $. �,�a2.rao 26 FBrI 8" Res6rained Joints for DI Pi e 20 EA $ �.00 � �,oso.ao 27 F&I 12" Restrained Joints for HDPE Pi e 2 EA $ �•� S �•� 28 F&I 12" Restrained Joints for DI P' e 6 EA $ g2•oo $ 552.d10 29 F&I 16" Restrained Joints for DI Pi e 10 EA $ s�z.00 $ s,�so.ca 30 F&I Com act DI Fittin s 500 LB � a•2o $ 2o.soo.ao 31 Bo� �' R�lient Wodge Gate Valve & Valve S � � ae3.00 � a,8�5.r,b 32 Bo� 8" Resilient Wedge Gate Valve & Valve 9 EA $ �,sas.00 $ � �.sa�.u� 33 Box 12" Resilient Wedge Gate Valve & Valve 2 EA $ 2 ��s oo $ 4 2�6 ��o 34 �� 1 Boxes far Couimunication 10 EA $ eao.00 $ e,eoo.�o 34A F�I 30"x48" Pull Boxes for Communication Z EA 2.00�.0o a,00a.u� Conduits 35 FBtI Combination Air Valve - T I 7 EA $ z.�.� $ ».��.00 36 F&I Combination Air Valve - II 5 EA $ 2,aos.00 $ �2.o2s.no 37 F&1 Combination Air Valve - T e III 5 EA $ �•�7�� $ 9,a�.00 • 38 F&I Combination Air Valve - T IV 1 EA � a.es2.00 $ a,es2.+� 39 F&I Combination Air Valve - T e V 1 EA � 9.500A0 $ 9,soo.a� 40 ' Root Prunin 1000 LF S s.00 $ s,000.ao 41 Tree Barricades 1 LS $ �,ozs.00 $ �,oss.n� 42 Remove T�es 7 EA $ �se•oo $ s,�3s.ao 43 Disconnect Existing 8" WM from Exisiiag 16" 1 � $ �.� $ 5oo.w WM at North 3ide of S.R 60 (Sheet CO2) Tapping of Existing 8" WM with 8"x8" Tapping a,�zs.00 a,�2s.po 44 Sleeve and Valve at North Side of S.R. 60 1 LS � $ � Sheet CO2 Reconnections to Euisting 16" RWM and 3�.��.°° 3�,»a.t�° 45 �cisting 16" WM North of Well #53 (Sheet 1 LS $ $ COZ , ScctionV.doc Page !S of l6 Rcvisad 2/12R013 , , , ' ' ' ' ' , , , , � , ' ' ' , � Reconnoct Existing 16" Fresh RWM from 46 Exisring 16" Bra�ckish RWM to Proposed 8" 1 LS $ 5,�00.00 � 5.3oo.on Fresh RWM Sheet C04 Video Insp�tion, Pigging, Flushing, �o.so s�,soo.ca 47 Hydrostatic Testing and Disinfection of Existing 3,000 LF $ $ 16-inch Pi in 48 Sod Reatoration as Directed by the Owner or the 500 SY $ a.� $ s,s�o.a� Owaer's Authorized Pro'xt R tative Concrete Drlveway Restoration as Directcd by 42•�z $.�.cp 49 the Owaer or the Owne�'s Authorized Project 200 SY $ $ resentative Coacnte Sidewallc Resto�ation as Dirccted by 42-� S.as�.cb SO the Ownet or the Owne�'s Authorized Project 200 SY $ $ eseutative Concrete Curb R�t�tion as Directed by the �•� 5��-'� 51 Ownet or the Owner's Authorized Project 200 LF $ $ esentative Underdrain Restat�tion as Directed by th� � s.�o 3.300. � 52 Owacr or the Owner's Authorized Project 200 LF $ S sentative Asphatt Paving Restoration as Directed by the �.� �i,000.tlo 53 Owner or the Ownet's Authorizod Project 500 SY S $ reser►tative linsuitable Material Excavation Below Cin►de as 12•� 6��•p0 54 Directcd by the Owner or the Ownet's S00 CY $ $ Authorized Pro'ect Re resentative , Select Backfill Bclow Orade as Directed by the z5•oo �z,5oo.a� SS Owner or the Owne�'s Authoriud Project 500 CY $ S R asentative Asphalt Overtay as Directed by the Owner or 56 �e Owner's Authorized Project Representative ; 500 SY $ ».00 S s,soo.ao Subtotsl Construction Costs (Bid Items Nos. 1- 56) _$ 8+9.aa�•a� 57 Owner's 10% Co ' ency 1 LS $ $ e4.sea.?o Bidder's Grand Total (BW Items Nos. 1- 57) _;$ s�.e».ln T��E BIDDER'S GRAND TOTAL ABOVE LS HIS TOTAL BID BASED ON HLS UNTT PRICES AND LUMP SUM PRICES AND TSE ESTII�IATED QUANTITIES REQiJIItED FOR EACH SF.CrION. THIS FIGURE IS FOR INFORMATION ONLY AT THE 'I�VIE OF OPEMNG BIDS. THE CITY WII.L MAKE TH�: TABULATION FROM THE UMT PRICFS AND LUMP SUM PRICE BID. IF Ti�RE LS AN ERROR IN THE TOTAL BY T`HE BIDDER, IT SAALL BE CHANGED AS ONLY THE U1�TIT PRICES AND LUMP SUM PRICE SHALL GOVERN. SectionV.doc Page 16 of 16 Revised 2/12/2013 , � ' ' Section IU —Genaal Conditiw�s SCRUTINIZED COMPArTIES �Nn Rir�NgMSS OPERATIONS WITH CUBA AND $YR1A CERTIFICATION FORM THIS FORM MUST BE C0INPLETED AND SUBMITTED WITH TH,� BID PRO,�OSAL. FAILURE T1D SUBMIT THIS FORM AS REQUIRED, MAY DEEM YDUR SUBMIT'TAL NONRESFONSIV� � The affiant, by virtue of the signature below, certifies that: ' 1. The vendor, company, individual, principxi, subsidiary, atiiliate, or owner is aware of the requirements of section 287.135, Florida Statutes, regarding companies on the Scrutinized Companies with Activities in Sudan List, the Scrutinized Companies with , Activities in the Iran Petroleum Energy Sector List, or engaging in business operations in Cuba �d Syria; and 2. 7'he vendor, company, individual, principal, subsidiary, affiliate, or owner is eligible to ' participate in this solicitation and is not listed on either the Scrutiniud Companies with Activities in Sudan List, the Scrutinized Companies with Activities in the Iran Petroleum Sector List, or engaged in business operations in Cuba and Syria; and ` ' ' � , � i ' LJ , 11 ' � 3. Business Operations meat�s, for purposes specifically related to Cuba or Syria, engaging in commerce in any form in Cuba or Syria, including, but noi limited to, acquiring, developing, maintaining, owning, selling, possessing, leasing or operating equipment, facilities, personnel, products, services, personal property, real property, military equipment, or any other apparatus of business ar commerce; and 4. lf awarded the Contract (or Agreernent), the vendor, company, individual, principal, subsidiary, affiliate, or owner will immediately notify the City of Clearwater in writing, no later than five (5) calendsr days after any of its principals are placed on the Scrutinized Companies with Activities in Sudan List, the Scrutini Companies with Adivrt'�es in the lran Petroleum Sector List, or engages in busine operajAons in Cuba and Syria. � / s�a;a,ru.a� �. %� Authoriud steve Young Printed Name President Tkle Young's Communications Co., Inc. Name of Entity/Corporation Page 4$ of 49 � � �� M � � �r�iao�2 � � , ' ' ' ' ' ' � ' ' t ' ' ' ' � ' ' ' � a � � r � � � � ' � � � M � � � ,5ection ill — General Conditions STATE OF C �� . �1 � COUNTY OF � > L � �� The foregoing instrument was acknowledged before me on this �:,� `��h day of C� �-h! ��__ ��, 20I 3, by r��?� 'y.c��_ (name of person whose signature is being notarized) as the �' � e,�. �e h-t (title) of `� U� ��- �� 1�..��n.,M.� r��- c�-rt� �r•; (name of corporation/entity), personall� known to me as described herein _, or produced a (type of iden ification) as identification, and who did/did not take an oath. Teroa� I�M� � NOTARY PUB4� 8TA?E OF FtAR1DA � �nN ¢•E113743 ' � g�016 NOTARYSEAL ABOVE SaxwaAl.doc \�.N-�� :.,� ��-.J� Notary Public °',e � � c �. �; � � t`� ,�:�rc Printed Name My Commission Eapirea: U ��'�' � `� `� �`-� Psbe 49 of 49 7/31/2012