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WATER TREATMENT PLANTS 1 AND 3 WELLFIELD EXPANSION PHASE 2 - RAW WATER MAINS - PROJECT NO. 07-0037-UTWATER TREATMENT PLANTS 1 AND 3 WELLFIELD EXPANSION PHASE 2 -- RAW WATER MAINS (Project No.: 07-0037-UT) CONTRACT DOCUMENTS TECHNICAL SPECIFICATIONS Prepared for Clearwater ISSUED FOR BID JULY 2009 Prepared By: V 1 q<]M 1365 Hamlet Avenue Clearwater, Fl 33756 (727) 442-7196 Date '.lr? Professional Eftgineer No. 5201.7 EMERGENCY CALL LIST F TO: Engineering; Police Communications; Traffic; Fire Department; Utilities Dispatch/Gas; Public Service/ Road & Drainage; Assistant Director Public Utilities; Public Utilities/Water.- Public Utilities/Wastewater; Construction Project Coordinator; Construction Inspector, Public Utilities/WPC FROM: Engineering PROJECT: WATER TREATMENT PLANTS 1 & 3 - PHASE II (07-0037-UT) LOCATION: Clearwater, Florida The following Contractor has been awarded the above project by the City Commission action dated: October 22, 2009 PROJECT IS TO BEGIN: CONTRACTOR'S NAME AND ADDRESS: NAME: Suncoast Development of Pinellas County, Inc. ADDRESS: 2340 Destiny Way Odessa, Florida 33556 PHONE NO: .727-372-9033 FAX NO: 727-375-0287 IN CASE OF EMERGENCY - PLEASE NOTIFY: (Please List 3) NAME : L u 0 '5 45 uO+y p PHONE NO.: (72 7) 6 39--3739 NAME : C H OWleN Cer4c L A-o PHONE NO.: (727) 63 e- 3 *73 (w NAME : Jesus- 00"J'Wno PHONE NO.: (72 7) 6 3 8- -3 7 3 Sl- EMERGENCY TRAFFIC MAINTENANCE PERSON NAME : t4?n gq 0^ r & W-. s f 0 PHONE NO. : (72- 7 ) ¢23- 6 / 30 TITLE: pl-ale-cl /77.3%ayG2 TITLE: n/GG TITLE: - ? Of4Lr7 NOTE: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE TRAFFIC ENGINEERING DEPARTMENT & THE CLEARWATER POLICE DEPARTMENT WHEN WORK COMMENCES AND WHEN STREETS ARE TO BE CLOSED TO TRAFFIC. r TO: City of Clearwater ATTN: Public Works Construction P.O. Box 4748 Clearwater, Florida 33758-4748 The following personnel are authorized by me to sign submittals for Water Treatment Plants 1 & 3 - Phase II -- 07-0037-UT NAMES: _ (f Igr/ed _tr uL Lo bd I's 5 le !! y 0 COMPANY NAME: Suncoast Development of PinellgA County., Inc. BY: / DATE: O? TITLE: Pre-r / ??? 0992-0190 ' ADDENDUM NO. 1 _ FOR WATER TREATMENT PLANTS 1 & 3 WELLFIELD EXPANSION PHASE II RAW WATER MAINS CITY OF CLEARWATER, FLORIDA City Project No. 07-0037-UT DATE: September 3, 2009 1 SUBJECT: Addendum No. 1 to Plans and Specifications for Water Treatment Plants 1 & 3 Wellfield Expansion Phase II -- Raw Water Mains, City Project No. 07-0037-UT, Clearwater, Florida ' TO: Prospective Bidders and Others Concerned ' The Plans and Specifications for the subject project shall be supplemented and/or amended as follows: ' General: 1. The Florida Department of Environmental Protection Specific Permit to Construct PWS ' Components is attached for the Contractors information and reference. 2. The CSX Transportation Application for Pipeline Crossing/Parallelism and Facility ' Encroachment Agreement is attached for the Contractor's information and reference. SPECIFICATIONS: ' None. DRAWINGS: 1. Drawing C21, Replace with the attached drawing to the project documents. New drawing relocates ARV at Station 2700+88, 28' RT to Station 2700+ 88, 24' LT and adds additional isolation valve per FDEP Permit. 1 1 i CLARIFICATIONS: 1. Engineer's Estimate of Probable Construction Cost is $2,057,850. 2. All water purchased from the City of Clearwater by the Contractor for construction and testing activities shall be done through a metered hydrant assembly at the sole expense of the Contractor. 3. As stated at the mandatory pre-bid meeting, all horizontal directional drills shall be completed as shown on the contract drawings. 1 WTP 1& 3 Wellfield Expansion Phase Il - Raw Water Mains City of Clearwater Project #: 07-0037-UT McKim & Creed Project #: 0992-0190 Addendum #1 1 1 1 1 1 1 1 MMSPORTMON FORM CSXT 7455 -Rev. 07/02/2007 (Page 1 of 4) APPLICATION FOR PIPELINE CROSSINGIPARALLELISM All applications are to be submitted in accordance with CSXT's Pipeline Specification Package. Failure to strictly adhere to these specifications will result in delays, additional costs and possible return of your application. Drawings should either be 8%" x 11 ", 8%s" x 14" or 11" x 17" size (refer to Drawing requirement checklist). CSXT reserves the right to approve or decline any application. One original and one copy of this application form, together with plan and profile drawings, and a $750.00 nonrefundable Review Fee are to be submitted to: CSX Transportation, Inc., Property Services Department, J180, 500 Water Street, Jacksonville, FL 32202. DATE RECEIVED • No work may proceed on CSXT's right of way until the Licensee has received a fully executed agreement and obtained notice to proceed from CSXT's local Roadmaster or its designee. • Due to future maintenance responsibilities CSXT will not enter into an agreement with a Developer. It is the Developer's responsibility to coordinate the application with the local governing municipal authority. • No verbal approvals will be granted. No Blasting on/under/near CSXT right of way. No Directional Boring. Application Date: Pfav-c k Owner's Complete Legal Company Name: )3.,2-o,05 CSXT File/Agreement Number: r ir;t 0-4 C_ICLVLrwcL+--r ContactName/Title: Tr-, H e,-c?r P b)<< Ufi 'z 5 Legal Address: )[050 nl. Arc-tvrA ?e_ Ci /State/Zi : Gj,actrwa?-4 f=I I- tlw 3 3 G S Street Address for Overnight Mail (check if same as legal address Ci /State/Zi : Email Address: 11-rat- e f t- M c. ? a ar wa ter. c,?, m OfficeJAlternatePhone: 1 142-1) 542.- 4-60 *Emergency No./Fax: (zfZ7-) 17-4- .10-4q *Z 5( , Z- k 9lv F * The emergency number is needed in the event of derailment, pipe failure, etc... Type of Business: (a) Corporation (b) Partnership (c) Other State of Inc.: Type: State: Describe: (d) Dd Munici ali a Individual Engineer/ConsuItant Com an Name: MGk ? m f- Cre.&ek Contact Name/Title: i c.J44.c. L e, k 7ro ' ?-+ 4v,, ; , Q e ;- Street Address for Overnight Mail: 13. T Aao e-+ Ave Ci /State/Zi : CleAe-wkfr-r- Fldn-i.Lw 33 5 Email Address: a e. a k c-k' c.r e , C e?4 Office/Fax: 1 z4) 442 - *I q& 4 z 40 d Z FA K Cell/Alternate Phone: UT Z - too Continued on Page 2... 1 FORM CSXT 7455 - Rev. 07/02/2007 (Page 2 of 4) Application Date: Hare. 13 0 Zaag CSXT File/Agreement Number: Your Pro'ect Reference No.: 6*- va 3' - v -r Covered by a Master/General Agreement: A eement No: A reement Date: Work to be performed b a ? Owner's em to ees b Owner's contractor Type of Installation: New I [j *Revision to Existing *Attachment to Existing *Upgrade to a * I fa revision, attachment or u ade, you must provide detailed scope of projecL b * For existin crossin s/ arallelisms, nish co o existing RR A eement or Agreement No.: Will pipeline connect to an existing facility within Railroad corridor? Yes No a) If es, name of facility owner: b If es, describe and show details on drawing. Ci /Town/Villa e: Giw?rwa ?r• Coun : P .-1 a5 State/Province: FL Occupancy Type: Crossing Only (Complete Section A or B Crossing & Parallelism (Complete Sections A or B & C) Parallel Only (Complete Section C) A. RR Milepost Location for Crossing (non-spur track *Do not measure from a DOT sign. Crossing location: Z03 ft. / S / E / direction from RR Milepost: 8-13 Latitude: N Z4- 5 1 Longitude, W 8Z !a 4 . c0 If Known: Valuation Station: Valuation M No.: B. RR Mile ost Location for Crossing (spur track N *Do not measure from a DOT sign. Spur Track Crossing Location: ft. (N / S / E / W) (direction) from RR Milepost: to point-of- switch, then: ft. alon spur track to crossing location. Latitude: N Longitude: W If Known: Valuation Station: Valuation Ma No.: C. RR Milepost Location for Parallelism N *Do not measure from a DOT sign. Parallelism location Enters CSXT R/W: CSXT R/W: ft. / S / E / ft. (N / S / E / W) (direction) from RR Milepost: direction from RR Mile post: and Exits Latitude: N Longitude: W Entrance If Known: Val. Station: Val. Ma No.: = Entrance Latitude: N Longitude: W = Exit If Known: . Val. Station: Val. Ma No.: = Exit Crossing Length/Segment Parallel Length/Segment on RR R/W: 6(0 ft. on RR R/W: Ft. Will pipeline be located entirely within public road R/W" Yes DOT Crossin No.: No NOTE: Road name, number, and width of R/W are required on drawing. Continued on Page 3... 1 I Application Date: - 13 Z Cli FORM CSXT 7455 -Rev, 07/02/2007 (Page 3 of 4) CSXT File/Agreement Number: PIPE SPECIFICATIONS: CARRIER PIPE: M- 2Z 09a M H_ CASING PIPE: Substance to be conveyed: Flammable / Non-Flammable tj Wa N/A Temperature: 44, N/A Maximum Working Pressure: pa P.51 N/A Pipe Material: __T=r, 51t.e- Material Specifications & Grade: w C-150 A 4 Grade_ 6 1M Specified Minimum Yield Strength: .¢Z g= r ;5 X5 Nominal Size: Wall Thickness: 25 - ii" . ; Type of Seam: ea e.s e? Type of Joints: Mec.lnani c- I Jai It ;art e u We.ldl Total Length Within CSXT R/W: $G f$ If Tunnel Liner Plates: Attach manufacturer's shop detail and computations that include late thickness and gauge. Location of Shut-Off Valves: o f Wcsf cT GSXT ROW /v t Fas+ G5X, w Number of Manholes: Number of Other: Describe: Manholes sball be flush with to of ound and dimensions of ancillary structures are required on drawing. Method of Installation: (a) Bore & Jack ? Other: Protective Coating: Yes No T ype: Cathodic Protection: ? Yes Z No Temporary track support or ripral? required? El Yes No If es describe and show details on drawing. HUM Division: Subdivision: No. of Crossin s: Val. Section/Ma No.: Absolute Ma No.: PIN No.: Roadmaster Code: Parcel No.: Contract Type: Fiber:. Val. Station Crossin : Milepost No. Crossin : Val. Station Parallelism : From: To: Milepost No. Parallelism : From: To: Milepost No. (Spur Track : then ft. al on spur tracks to crossing location. Shortline Lease Corridor: Yes No Shortline Lease A mt. No.: Track. Sold to Shortline: Yes No Inspector Required: Yes No En g. Approval Letter: ? Yes ? No FDOT En g. Approval Ltr.: Yes No Project Mann er: Title: Approved b : Title: Comments: Continued on Page 4... 1 1 1 FORM CSXT 7455 - Rev. 07/02/2007 (Page 4 of 4) CSXT DRAWING REQUIREMENTS FOR PIPELINE CROSSING/PARALLELISM Application Date: ar&k 13 ton t Agreement Number: All information and measurements are to be clearlylabeled and shown on a# drawings. All drawings are to be submitted with CSXT's pipeline occupancy application form No. 7455. Failure to strictly adhere to these requirements may result in delays, additional costs and possible return of your application. Drawings should either be 8%" x J 1'; 8'/° x 14° or f 1"x 17" size. CSXT reserves the right to approve or decline any application. Gray or monochrome scale required. Aerial photos must be separate from the drawing. All a livable boxes must be checked (Note: Metric information will NOT be accepted.) Legible Drawing(s) size 8:4 x11, 836x14 or 11x17. JZ Overall plan view for parallelisms jZ North Arrow Title block with owner's legal name, drawing number and date. [.? New pipeline in bold lines. Distance and direction from CSXT actual milepost monument/marker (not the DOT sign at the road crossing). Distance and direction from nearest track and public road intersection. g Public road right-of-way lines (if within the confines of a public road crossing). g CSXT right-of-way lines relative to centerline of adjacent track(s). 13' Width of CSXT right of way. j? Angle of crossing at track(s), and number of tracks crossed. j" Plan view, cross-section and profile of casing and carrier pipes. Points where pipeline enters and leaves CSXTs right-of-way. j Total length of carrier and casing pipe within CSXT right of way. Cross-section oftrack at encroachment, including relevant dimensions. Depth/minimum cover of casing pipe measured from. e Top of pipe to bottom of rail d Within the right-of-way but not beneath the track(s) L1 Below any ditches Description of Casing Pipe End Seals II Measurement to any manhole(s)/other(s) from nearestiadjacent track(s) and milepost. II Size and location of Vent pipes on cross section/profile drawing (for flammable substance with sealed casing pipe). Location of shut off valves: II' (a) crossings: No further than 2,000 feet from cenledine of nearest track; (b) Parallelisms: Within 2,000 feet of entrance and exit point of CSXT right-of-way Location of any CSXT signals, signal equipment, road crossing warning devices, poles, pole lines, bridges, and any other facilities relevant to the LEI pipeline and the location of the pipeline. Location of all proposed/performed geotechnical borings -This is required for all casings with an O.D. of 48 inches or greater. ? Facilities, structures, obstructions, etc... to be relocated. 2e Distance of fats of Launching & Receiving Pits located from centerline of adjacent track @ 90°. Re Launching Pit and Receiving Pit Dimensions: Width, Length and Depth. ):,i 4;M r-fe J I affirm that I have reviewed CSXT's Pipeline Specifications and the foregoing information complies with the current CSX Pipeline Specifications, governing laws or regulations, and accurately reflects the propo d pipeline crossing/parallelism of CSX17s right of way. Applicant's Signature: ?a. 11 . PS - FORM 1001 REVISED APRIL 29, 2008 AGREEMENT NO. CSX632023 FACILITY ENCROACHMENT AGREEMENT THIS AGREEMENT, Made and effective as of July 1, 2009, by and between CSX TRANSPORTATION INC, a Virginia corporation, whose mailing address is 500 Water Street, Jacksonville, Florida 32202, hereinafter called "Licensor," and CITY OF CLEARWATER, a municipal corporation, political subdivision or state agency, under the laws of the State of Florida, whose mailing address is 100 South Myrtle Avenue, Clearwater, Florida 33756, hereinafter called "Licensee," WITNESSETH: WHEREAS, Licensee desires to construct (unless previously constructed and designated as existing herein), use and maintain the below described facility(ies), hereinafter called "Facilities," over, under or across property owned or controlled by Licensor, at the below described location(s)- 1. One (1) eight inch (8") diameter sub-grade pipeline crossing, solely for the conveyance of raw water, located at or near Clearwater, Pinellas County, Florida, Jacksonville Division, Clearwater Subdivision, Milepost SY-872.96, hereinafter, collectively, called the "Encroachment," as shown on print(s) labeled Exhibit "B," ' attached hereto and made a part hereof; other details and data pertaining to said Facilities being as indicated on Exhibit "A," also attached hereto and made a part hereof; NOW, THEREFORE, in consideration of the mutual covenants, conditions, terms and agreements herein contained, the parties hereto agree and covenant as follows: ' 1. LICENSE: 1.1 Subject to Article 17, Licensor, insofar as it has the legal right, power and authority to do so, and its present title permits, and subject to: (A) Licensor's present and future right to occupy, possess and use its ' property within the area of the Encroachment for any and all purposes; (B) All encumbrances, conditions, covenants, easements, and limitations ' applicable to Licensor's title to or rights in the subject property; and (C) Compliance by Licensee with the terms and conditions herein ' contained; does hereby license and permit Licensee to construct, maintain, repair, renew, operate, use, alter or change the Facilities at the Encroachment above for the term herein stated, and to remove ' same upon termination. 1.2 The term Facilities, as used herein, shall include only those structures and ' ancillary facilities devoted exclusively to the transmission usage above within the Encroachment, and as shown,on attached Facility Application Form and plan(s). 1 Page I of 13 I 1 PS - FORM 1001 REVISED APRIL 29, 2008 AGREEMENT NO. CSX632023 3.4 In the installation, maintenance, repair and/or removal of said Facilities, Licensee shall not use explosives of any type or perform or cause any blasting without the separate express written consent of Licensor. As a condition to such consent, a representative will be assigned by Licensor to monitor blasting, and Licensee shall reimburse Licensor for the entire cost and/or expense of furnishing said monitor. 3.5 Any repairs or maintenance to the Facilities, whether resulting from acts of Licensee, or natural or weather events, which are necessary to protect or facilitate Licensor's use of its property, shall be made by Licensee promptly, but in no event later than thirty (30) days after Licensee has notice as to the need for such repairs or maintenance. 3.6 Licensor, in order to protect or safeguard its property, rail operations, ' equipment and/or employees from damage or injury, may request immediate repair or renewal of the Facilities, and if the same is not performed, may make or contract to make such repairs or renewals, at the sole risk, cost and expense of Licensee. 3.7 Neither the failure of Licensor to object to any work done, material used, or method of construction or maintenance of said Encroachment, nor any approval given or supervision exercised by Licensor, shall be construed as an admission of liability or responsibility by Licensor, or as a waiver by Licensor of any of the obligations, liability and/or responsibility of Licensee under this Agreement. 3.8 All work on the Encroachment shall be conducted in accordance with Licensor's safety rules and regulations. 3.9 Licensee hereby agrees to reimburse Licensor any loss, cost or expense (including losses resulting from train delays and/or inability to meet train schedules) arising from any failure of Licensee to make repairs or conduct maintenance as required by Section 3.5 above or from improper or incomplete repairs or maintenance to the Facilities or Encroachment. 4. PERMITS, LICENSES: 4.1 Before any work hereunder is performed, or before use of the Encroachment for the contracted purpose, Licensee, at its sole cost and expense, shall obtain all necessary permit(s) (including but not limited to zoning, building, construction, health, safety or environmental matters), letter(s) or certificate(s) of approval. Licensee expressly agrees and warrants that it shall conform and limit its activities to the terms of such permit(s), approval(s) and authorization(s), and shall comply with all applicable ordinances, rules, regulations, requirements and laws of any governmental authority (State, Federal or Local) having jurisdiction over Licensee's activities, including the location, contact, excavation and protection regulations of the Occupational Safety and Health Act (OSHA) (29 CFR 1926.65 1 (b)), et al., and State "One Call" - "Call Before You Dig" requirements. 4.2 Licensee assumes sole responsibility for failure to obtain such permit(s) or approval(s), for any violations thereof, or for costs or expenses of compliance or remedy. Page 3 of 13 1 1 PS - FORM 1001 REVISED APRIL 29, 2008 AGREEMENT NO. CSX632023 ' 7.2 If Licensee undertakes to revise, renew, relocate or change in any manner whatsoever all or any part of the Facilities (including any change in voltage or gauge of wire or any change in circumference, diameter or radius of pipe or change in materials transmitted in and through said pipe), or is required by any public agency or court order to do so, plans therefor shall be submitted to Licensor for approval before such change. After approval, the terms and conditions of this Agreement shall apply thereto. ' 8. INTERFERENCE WITH RAIL FACILITIES: 8.1 Although the Facilities/Encroachment herein permitted may not presently interfere with Licensor's railroad or facilities, in the event that the operation, existence or maintenance of said Facilities, in the sole judgment of Licensor, causes: (a) interference (including, but not limited to, physical or interference from an electromagnetic induction, or interference from stray or other currents) with Licensor's power lines, communication, signal or other wires, train control system, or electrical or electronic apparatus; or (b) interference in any ' manner, with the operation, maintenance or use of the rail corridor, track(s), structures, pole line(s), devices, other property, or any appurtenances thereto; then and in either event, Licensee, upon receipt of written notice from Licensor of any such interference, and at Licensee's sole risk, cost and expense, shall promptly make such changes in its Facilities or installation, as may be required in the reasonable judgment of the Licensor to eliminate all such interference. Upon Licensee's failure to remedy or change, Licensor may do so or contract to do so at Licensee's sole cos" ' 8.2 Without assuming any duty hereunder to inspect the Facilities, Licensor hereby reserves the right to inspect same and to require Licensee to undertake repairs, maintenance or adjustments to the Facilities, which Licensee hereby agrees to make promptly, at Licensee's sole cost and expense. 9. RISK, LIABILITY, INDEMNITY: With respect to the relative risk and liabilities of the parties, it is hereby agreed that: ' 9.1 Licensee hereby agrees to, defend, indemnify, and hold Licensor harmless from and against any and all liability, loss, claim, suit, damage, charge or expense which ' Licensor may suffer, sustain, incur or in any way be subjected to, on account of death of or injury to any person whomsoever (including officers, agents, employees or invitees of Licensor), and for damage to or loss of or destruction of any property whatsoever, arising out of, resulting ' from, or in any way connected with the construction, repair, maintenance, replacement, presence, existence, operations, use or removal of the Facilities or any structure in connection therewith, or restoration of premises of Licensor to good order or condition after removal, EXCEPT when ' proven to have been caused solely by the willful misconduct or gross negligence of Licensor. HOWEVER, during any period of actual construction, repair, maintenance, replacement or removal of the Facilities, wherein agents, equipment or personnel of Licensee are on the railroad ' rail corridor, Licensee's liability hereunder shall be absolute, irrespective of any joint, sole or contributory fault or negligence of Licensor. ' Page 5of13 1 PS - FORM 1001 REVISED APRIL 29, 2008 AGREEMENT NO. CSX632023 ' prior to cancellation or modification of any policy. Mail CGL certificate, along with agreement, to CSX Transportation, Inc., Speed Code J180, 500 Water Street, Jacksonville, FL 32202. On each successive year, send certificate to Speed Code 0907 at the address listed above. 10.2 If Licensee's existing CGL policy(ies) do(es) not automatically cover Licensee's contractual liability during periods of survey, installation, maintenance and continued ' occupation, a specific endorsement adding such coverage shall be purchased by Licensee. If said CGL policy is written on a "claims made" basis instead of a "per occurrence" basis, Licensee shall arrange for adequate time for reporting losses. Failure to do so shall be at Licensee's sole risk. 10.3 Licensor, or its designee, may at any time request evidence of insurance ' purchased by Licensee to comply with this Agreement. Failure of Licensee to comply with Licensor's request shall be considered a default by Licensee. ' 10.4 Securing such insurance shall not limit Licensee's liability under this Agreement, but shall be security therefor. 10.5 (A) In the event Licensee finds it necessary to perform construction or demolition operations within fifty feet (50') of any operated railroad track(s) or affecting any railroad bridge, trestle, tunnel, track(s), roadbed, overpass or underpass, Licensee shall: (a) notify Licensor; and (b) require its contractor(s) performing such operations to procure and maintain ' during the period of construction or demolition operations, at no cost to Licensor, Railroad Protective Liability (RPL) Insurance, naming Licensor, and/or its designee, as Named Insured, written on the current ISO/RIMA Form (ISO Form No. CO 00 35 0196) with limits of FIVE ' MILLION AND 00/100 U.S. DOLLARS ($5,000,000.00) per occurrence for bodily injury and property damage, with at least TEN MILLION AND 00/100 U.S. DOLLARS ($10,000,000.00) aggregate limit per annual policy period, with Pollution Exclusion Amendment (ISO CG 28 31 ' 11 85) if an older ISO Form CG 00 35 is used. The original of such RPL policy shall be sent to and approved by Licensor prior to commencement of such construction or demolition. Licensor reserves the right to demand higher limits. ' (B) At Licensor's option, in lieu of purchasing RPL insurance from an insurance company (but not CGL insurance), Licensee may pay Licensor, at Licensor's current rate at time of request, the cost of adding.this Encroachment, or additional construction and/or demolition activities, to Licensor's Railroad Protective Liabili L P li for the period of actual construction. This coverage is offered at Licensor's discretion and may not be available under all circumstances. 11. GRADE CROSSINGS; FLAGGING: ' 11.1 Nothing herein contained shall be construed to permit Licensee or Licensee's contractor to move any vehicles or equipment over the track(s), except at public road crossing(s), ' without separate prior written approval of Licensor (CSXT Form 7422). ' Page 7 of 13 1 1 PS - FORM 1001 REVISED APRIL 29, 2008 AGREEMENT NO. CSX632023 ' 13.3 Neither the failure of Licensor to object to any work done, material used, or method of construction or maintenance of said Encroachment, nor any approval given or supervision exercised by Licensor, shall be construed as an admission of liability or responsibility by Licensor, or as a waiver by Licensor of any of the obligations, liability and/or responsibility of Licensee under this Agreement. ' 14. TERMINATION, REMOVAL: 14.1 All rights which Licensee may have hereunder shall cease upon the date of (a) termination, (b) revocation, or (c) subsequent agreement, or (d) Licensee's removal of the Facility from the Encroachment. However, neither termination nor revocation of this Agreement shall affect any claims and liabilities which have arisen or accrued hereunder, and which at the time of termination or revocation have not been satisfied; neither party, however, waiving any third party defenses or actions. 14.2 Within thirty (30) days after revocation or termination, Licensee, at its sole risk and expense, shall (a) remove the Facilities from the rail corridor of Licensor, unless the parties hereto agree otherwise, (b) restore the. rail corridor of Licensor in a manner satisfactory to Licensor, and (c) reimburse Licensor any loss, cost or expense of Licensor resulting from such ' removal. 15. NOTICE: 15.1 Licensee shall give Licensor at least thirty (30) days written notice before doing M work on Licensor's rail corridor, except that in cases of emergency shorter notice may be given. Licensee shall provide proper notification as follows: a. For non-emergencies, Licensee shall complete and submit Licensor's Outside Party Number Request Form (Form # OP) by facsimile, to facsimile numbers: (904) 245-3692 and (904) 633-3450. Licensee may also scan and email a completed form to email address: OP_Request@csx.com. A blank form, as well as additional instructions and ' information, can be obtained from Licensor's web site, via web link: http://www.csx.corhJ?fuseaction=general.csxp_flag. b. For emergencies, Licensee shall complete all of the steps outlined in Section 15.1 a. above, and shall also include detailed information of the emergency. Licensee shall also call and report details of the emergency to Licensor's Rail Operations Emergency Telephone Number: 1-800-232-0144. In the event Licensor needs to contact Licensee concerning an emergency involving Licensee's Facility(ies), the emergency phone number for Licensee is: 727-224-7049. 15.2 All other notices and communications concerning this Agreement shall be addressed to Licensee at the address above, and to Licensor at the address shown on Page 1, c/o CSXT Contract Management, J180; or at such other address as either party may designate in ' writing to the other. Page 9 of 13 t PS - FORM 1001 REVISED APRIL 29, 2008 AGREEMENT NO. CSX632023 ' possess being otherwise granted to Licensee. With regard to any other portion of Rail Corridor occupied, used or controlled by Licensor under any other facts or rights, Licensor merely waives its exclusive right to occupy the Rail Corridor and grants no other rights whatsoever under this ' Agreement, such waiver continuing only so long as Licensor continues its own occupation, use or control. Licensor does not warrant or guarantee that the license granted hereunder provides Licensee with all of the rights necessary to occupy any portion of the Rail Corridor. Licensee ' further acknowledges that it does not have the right to occupy any portion of the Rail Corridor held by Licensor in less than fee simple absolute without also receiving the consent of the owner(s) of the fee simple absolute estate. Further, Licensee shall not obtain, exercise or claim any interest in the Rail Corridor that would impair Licensoe's existing rights therein. 17.3 Licensee agrees it shall not have nor shall it make, and hereby completely and ' absolutely waives its right to, any claim against Licensor for damages on account of any deficiencies in title to the Rail Corridor in the event of failure or insufficiency of Licensor's title to any portion thereof arising from Licensee's use or occupancy thereof. ' 17.4 Licensee agrees to fully and completely indemnify and defend all claims or litigation for slander of title, overburden of easement, or similar claims arising out of or based upon the Facilities placement, or the presence of the Facilities in, on or along any Encroachment(s), including claims for punitive or special damages. 17.5 Licensee shall not at any time own or claim any right, title or interest in or to ' Licensor's property occupied by the Encroachments, nor shall the exercise of this Agreement for any length of time give rise to any right, title or interest in Licensee to said property other than the license herein created. ' 17.6 Nothing in this Agreement shall be deemed to give, and Licensor hereby expressly waives, any claim of ownership in and to any part of the Facilities. ' 17.7 Licensee shall not create or permit any mortgage, pledge, security, interest, lien or encumbrances, including without limitation, tax liens and liens or encumbrances with ' respect to work performed or equipment furnished in connection with the construction, installation, repair, maintenance or operation of the Facilities in or on any portion of the Encroachment (collectively, "Liens or Encumbrances"), to be established or remain against the ' Encroachment or any portion thereof or any other Licensor property. 17.8 In the event that any property of Licensor becomes subject to such Liens or Encumbrances, Licensee agrees to pay, discharge or remove the same promptly upon Licensee's receipt of notice that such Liens or Encumbrances have been filed or docketed against the Encroachment or any other property of Licensor; however, Licensee reserves the right to ' challenge, at its sole expense, the validity and/or enforceability of any such Liens or Encumbrances. Page 11 of 13 J PS - FORM 1001 REVISED APRIL 29, 2008 AGREEMENT NO. CSX632023 IN WITNESS WHEREOF, the parties hereto have executed this Agreement in duplicate (each of which shall constitute an original) as of the effective date of this Agreement. Witness for Licensor: Witness for Licensee: Coun ersigned: r Frank V. Hibbard Mayor 4>>/? ATTEST: (-I n -C' 1? C proved as//t,{ form: Ca o-A. S Assistant City Manager CSX TRANSPORTATION INC By: Print/Type Name: Print/Type Title: CITY OF CLEARWATER By: ak? Who, by the execution hereof, affirms that he/she has the authority to do so and to bind the Licensee to the terms and conditions of this Agreement. 1P+ypeName. William B. Horne II Title: City Manager ID No.: Authority under Ordinance or Resolution No.. 0 9 -- 3 Dated Page 13 of 13 1 PERMITTEE City of Clearwater P.O. Box 4748 Clearwater, FL 33755 Florida Department of Environmental Protection Southwest District 13051 N. Telecom Parkway Temple Terrace, Florida 33637-0926 Mr. Robert Fahey, P.E. Engineering Manager robert.fahey@Myclearwater.com Charlie Crist Governor Jeff Kottkamp Lt. Governor Michael W. Sole Secretary PERMIT/CERTIFICATION PWS ID Number: 652-0336 Permit Number: 0125966-308 DS/C Date of Issue: August 21, 2009 Expiration Date: August 20, 2014 County: Pinellas Lat/Long: NA Sect/Town/Range: Project: WTPs Nos. 1 & 3 Well Field Expansion Phase 11 DRY LINE PERMIT This permit is issued under the provisions of Chapter 403, Florida Statutes (F.S.) and Florida Administrative Code (F.A.C.) Rules 62-555 and 62-4. The above named permittee is hereby authorized to perform the work or operate the facility shown on the application and approved drawing(s), plans, and other documents, attached hereto or on file with the department and made a part hereof and specifically described as follows: Construction of raw water mains ranging from six, eight and twelve-inches in diameter located in the City of Clearwater. The water distribution system shall be constructed in accordance with the plans and specifications prepared by Mr. Jeffrey S. Lowe, P.E., [McKim & Creed, P.A.]. ' This is a dry line approval and requires separate approval prior to being placed in service. The Department's acknowledgement of document(s) required by Specific Conditions No. 5 and No. 6 shall constitute such approval for service. ' Location: City of Clearwater, in Pinellas County, Florida. Specific Conditions: 1. The permittee has acknowledged he understands the construction of the water lines covered by this permit prior to the clearance of an approved source, is at the permittee's own risk. 2. All construction must be in accordance with this permit. Before commencing work on project changes for which a construction permit modification is required per 62-555.536(1), the permittee shall submit to the Department a written request for a permit modification. Each such request shall be accompanied by one copy of a revised construction permit More Protection, Less Process " www. dep. staleft us 1 PERMITTEE: City of Clearwater PERMIT No. 0125966-308 DS/C PROJECT: WTPs Nos. 1 & 3 Well Field Expansion Phase 11 ' application, the proper processing fee and one copy of either a revised preliminary design report or revised drawings, specifications and design data. [F.A.C. Rule 62-555.536] 3. Permitted construction or alteration of a public water system may not be placed into service until a letter of clearance has been issued by this Department. [F.A.C. Rule 62-555.345] ' 4. Permitted construction or alteration of public water supply systems must be supervised during construction by a professional engineer registered in the State of Florida if the project was designed under the responsible charge of a professional engineer licensed in the State of ' Florida. The permittee must retain the service of a professional engineer registered in the State of Florida to observe that construction of the project is in accordance with the engineering plans and specifications as submitted in support of the application for this permit. ' [F.A.C. Rule 62-555.520(3)] 5. Approval to place the system into service shall not be granted until the public water system ' components permitted under Water Treatment Plant No. 1 Well Field Expansion Phase I - Well Installation [0125966-299-WC/20] and WTP I & 3 Wellfield Expansion [01.25966-302 WC/Ml] have been constructed and the Department has cleared said components for ' placement into service.. 6. A letter of clearance may be issued by the Department following the construction and ' clearance of the permit for the approved source components and the following items have been submitted: a. Complete and fully executed form "Certification of Construction Completion and Request for Clearance to Place Permitted PWS Components into Operation", DEP Form 62-555.900(9) effective August 28, 2003 [F.A.C. Rule 62-555.345(1)]; ' b. The portion of record drawings showing deviations from DEP construction permit, including the approved preliminary design report or drawings and specifications, if ' there are any deviations from said permit. (Note that it is necessary to submit a copy of only the portion of record drawings showing deviations and not a complete set of record drawings) [F.A.C. Rule 62-555.345(1)(a)]; ' c. Copies of satisfactory bacteriological analyses verifying that proper disinfection of the water mains was conducted in accordance with 62-555.340(2)(a) through (c) and the American Water Works Association (AWWA) Standard C651-99; d. Copy of a satisfactory pressure test of the distribution system performed in ' accordance with AWWA Standards. [F.A.C. Rule 62-555.320(21)(b)(1)] 7. The permittee must instruct the engineer of record to request system clearance from the Department within sixty (60) days of completion of construction, testing and disinfecting the system. Bacteriological test results shall be considered unacceptable if the test were I Page 2of3 ' PERMITTEE: City of Clearwater PERMIT No. 0125966-308 DS/C PROJECT: WTPs Nos. 1 & 3 Well Field Expansion Phase II ' completed more than 60 days before the Department received the results. [F.A.C. Rule 62- 555.340(2)(c)] ' 8. If historical or archaeological artifacts, such as Indian canoes, are discovered at any time within the project site the permittee shall immediately notify the district office and the Bureau of Historic Preservation, Division of Archives, History and Records Management, R.A. Gray ' Building, Tallahassee, Florida 32301, telephone number (850) 487-2073. 9. The supplier of water must operate and maintain this facility in accordance with the requirements of F.A.C. Rule 62-555.350 and the applicable standards in 62-550. 10. The permittee shall be aware of and operate under the attached "General Conditions". ' General conditions are binding upon the permittee and enforceable pursuant to Chapter 403, F.S. [F.A.C. Rule 62-555.533(1)] ' 11. If unanticipated delays will cause project completion to extend beyond the expiration date of this permit, the permittee shall submit to the Department a request to extend the expiration date of this permit including the appropriate processing fee. This request shall specify the ' reasons for the delay and shall be submitted to the Department for approval prior to the expiration date of this permit. Note that no specific construction permit shall be extended so as to remain in effect longer than five years. [F.A.C. Rule 62-555.536(4)] ' 12. All water main pipe, including fittings shall be color coded and labeled in accordance with F.A.C. Rule 62-555.320(10). 13. Persons proposing to transfer this permit prior to the project being approved or cleared by the Department for placement into permanent operation shall complete DEP Form 62-555.900(8) ' effective August 28, 2003 and submit to the Department along with the proper processing fee. [F.A.C. Rule 62-555.5361 ' STATE OF FLORIDA DEPARTMENT ' OF ENVIRONMENTAL PROTECTION DRINKING WATER PROGRAM S ' Jeffry S. Greenwell, .E. ' Water Facilities Administrator Southwest District ' JSG/nsi ' Page 3 of 3 - - - - - - - - - - - - - - - - - - - 1 I l<l (.l .... i:j :l: '" i:j '" w z ::l :l: (.l !;; ,. li .L ~ ., N N (.l .... i:j '" '" W W '" W Z ::l '" ~ " ,. It' ,'1. 87 ...- ~~ ~. y. <~ I I , ! I ~~ t 10 1HF catTRACTOIf at. IIC /IESP'OIiSJIIIU FOR AiJHDfINC 1rJ ALL TREE 1'If()7n:11CItI ~ ~ II)" 1HC QTY (T I aEAoftM1Elr~ ~ ~ AND STANDAIlO Sl"ECl'JQ41lO\1S. TMS -.to .:woe AU. TREE ~ /fOOT ~ All) TREE 1JiIllMWl MSC 1tJEtJU/IfDItEN1S ARr M'4:UlC Ill"" 1HF.5lI"t'ar.m 'tM1S' OF'.IOt(. AND -.t AUlJ NaJ.JDC AU. 44f"AS tIHDtE 1HF CO/II11tACTOR NCl,ICW HIS .s:r.e::ov""AC~ STAGZ;' STORE (1f ~AIIK CQtMI'WNT, MA~ DDIIIJS AM) lfHl:Za ~ Z AU. 11iLE JlIilllMlG AND /lOOT ~ DONe ASSOa..41ll;J IItfTN THIS PRO.EC:T /flU liC DONe II.,. 0If UNODt THE DIIlCCT L .sLf"9WS1l:W CT AN N1E1INA1JtW4t StJQCT1' OF' Ml5lQIIIa,(7UfC (tSA) CDl'11F1t1J N'll!JQtIIST. f RECORD DRAWINGS t ......-.. i-- .:c 1HCCO/II11lACTDIt IIU fI.AC MPAlNT ALL I'tfOPOSEZ) AOOrl"f'MiNC. PDt 1NE AA"JIft?IG) Pt.ANS OR AS M'aAfll!Z) IIY 1JE aTY CT aEM*mn- ~ ~ AND ST...u.oMO SPC01'1CA11CWS. THCiC JJN/ES IIIVST 8C #IS1'CaEZ) AND AI'PROtED IIY 1HC QTY ItSFCCTOR 1WIQf 1HC tX/MIIIDICDIIENT OF' ANY /lOOT I'RU1IWG. 4, I'IlIal 10 FUD (NANt%S TADiC A:Aa.: IT ICL lIE 1HE CON11lAC1OII'$ RES1"C/NSIBIITY 10 ~ THE P01ENRM MlACTS 10 DIJS1N(1 TRaS tilTH HJ:S COIlFG ARBOIiISr. AND INCl.UJC MY AND ALL re:tJIMDal) tREE PR01CC11CW .fCA.suw:3' It HJ:S RiQI'QS4L 10 iIOOtFY 11E AP/WOIIQ) 0CSKiN. INC PI1O.ECT "-W4CDP MIST ~~ ANY ~ m 1HC ~ Da1QIII'RJOIf TO I#'IDICNTATKN OF S4C) ~ ISSUED FOR BID REVISION CITY Qio' CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 100 S. Myrtle Ave. Clearwater. Fl 33756 ~J.;,~ l.O'I€, P.[. .$~&CREED _(127)0411_......._(1J>>-_~, WTPs 1 AND 3 WELL FIELD EXPANSION PROJECT PHASE II - RAW WATER MAINS PLAN VIEWS - LAGOON CIRCLE (1) Bf'NJZM WACJS!.. 01-0031-UT -, . .JJl.Y2OOll C"'~. C21 0" __f._PI. ...... ...----- 1 General Permit Conditions. (1) The terms, conditions, requirements, limitations and restrictions set forth in this permit, are "permit conditions" and are binding and enforceable pursuant to Sections 403.141, 403.727, or 403.859 through 403.861, F.S. The permittee is placed on notice that the Department will review this permit periodically and may initiate enforcement action for any violation of these conditions. (2) This permit is valid only for the specific processes and operations applied for and indicated in the approved drawings or exhibits. Any unauthorized deviation from the approved drawings, exhibits, specifications, or conditions of this permit may constitute grounds for revocation and enforcement action by the Department. (3) As provided in Subsections 403.087(6) and 403.722(5), F.S., the issuance of this permit does not convey any vested rights or any exclusive privileges. Neither does it authorize any injury to public or private property or any invasion of personal rights, nor any infi-ingemect of federal, state, or local laws or regulations. This permit is not a waiver of or approval of any other department permit that may be required for other aspects of the total project which are not addressed in this permit. (4) This permit conveys no title to land or water, does not constitute State recognition or acknowledgment of title, and not constitute authority for the use of submerged lands unless herein provided and the necessary title or leasehold interests have been obtained from the State. Only the Trustees of the Internal Improvement Trust Fund may express State opinion as to title. (5) This permit does not relieve the permittee from liability for harm or injury to human health or welfare, animal, or plant life, or property caused by the construction or operation of this permitted source, or from penalties therefore, nor does it allow the permittee to cause pollution in contravention of Florida Statutes and Department rules, unless specifically authorized by an order from the Department. (6) The permittee shall properly operate and maintain the facility and systems of treatment and control (and related appurtenances) that are installed and used by the permittee to achieve compliance with the conditions of this permit, as required by Department rules. This provision includes the operation of ' backup or auxiliary facilities or similar systems when necessary to achieve compliance with the conditions of the permit and when required by Department rules. (7) The permittee, by accepting this permit, specifically agrees to allow authorized Department personnel, upon presentation of credentials or other documents as may be required by law and at reasonable times, access to the premises where the permitted activity is looted or conducted to: (a) Have access to and copy any records that must be kept under conditions of the permit; (b) Inspect the facility, equipment, practices, or operations regulated or required under this permit; ' and (c) Sample or monitor any substances or parameters at any location reasonably necessary to assure compliance with this permit or Department rules. Reasonable time may depend on the nature of the concern being investigated. (8) If, for any reason, the permittee does not comply with or will be unable to comply with any ' condition or limitation specified in this permit, the permittee shall immediately provide the Department with the following information: (a) A description of and cause of noncompliance; and (b) The period of noncompliance, including dates and times; or, if not corrected, the anticipated time the noncompliance is expected to continue, and steps being taken to reduce, eliminate, and prevent ' 1 recurrence of the noncompliance. The permittee shall be responsible for any and all damages which may result and may be subject to enforcement action by the Department for penalties or for revocation of this permit- (9) In accepting this permit, the permittee understands and agrees that all records, notes, monitoring data and other information relating to the construction or operation of this permitted source which are submitted to the Department may be used by the Department as evidence in any enforcement case involving the permitted source arising under the Florida Statutes or Department rules, except where such use is prescribed by Sections 403.111 and 403.73, F.S. Such evidence shall only be used to the extent it is consistent with the Florida Rules of Civil Procedure and appropriate evidentiary rules. (10) The permittee agrees to comply with changes in Department rules and Florida Statutes after a reasonable time for compliance; provided, however, the permttee does not waive any other rights granted by Florida Statutes or Department rules. A reasonable time for compliance with a new or amended surface water quality standard, other than those standards addressed in Rule 62-302.500, shall include a reasonable time to obtain or be denied a mixing zone for the new or amended standard. (11) This permit is transferable only upon Department approval in accordance with Rule 62-4.120 and 62-730.300, F.AC_, as applicable. The permittee shall be liable for any non-compliance of the permitted activity until the transfer is approved by the Department. (12) This permit or a copy thereof shall be kept at the work site of the permitted activity. (13) This permit also constitutes: (a) Determination of Best Available Control Technology (BACT) (b) Determination of Prevention of Significant Deterioration (PSD) (c) Certification of compliance with State Water Quality Standards (Section 401, PL 92-500) (d) Compliance with New Source Performance Standards (14) The permittee shall comply with the following: (a) Upon request, the permittee shall furnish all records and plans required under Department rules. During enforcement actions, the retention period for all records will be extended automatically unless otherwise stipulated by the Department. (b) The permittee shall hold at the facility or other location designated by this permit records of all monitoring information (including all calibration and maintenance records and all original strip chart recordings for continuous monitoring instrumentation) required by the permit, copies of all reports required by this permit, and records of all data used to complete the application for this permit. These materials shall be retained at least three years from the date of the sample, measurement, report, or application unless otherwise specified by Department rule. (c) Records of monitoring information shall include: 1. the date, exact place, and time of sampling or measurements; 2. the person responsible for performing the sampling or measurements; 3. the dates analyses were performed; 4. the person responsible for performing the analyses; 5. the analytical techniques or methods used; 6. the results of such analyses. (15) When requested by the Department, the permittee shall within a reasonable time furnish any information required by law which is needed to determine compliance with the permit. If the permittee becomes aware the relevant facts were not submitted or were incorrect in the permit application or in any report to the Department, such facts or information shall be corrected promptly. 2 u GENERAL PERMIT INSTRUCTIONS FOR CLEARANCE Requirements for clearance upon completion of projects are as follows: 1. Submission of a fully completed Department of Environmental Protection (DEP) Form 62-555.900(9) "Certification of Construction Completion and Request for Clearance to Place Permitted PWS Components into Operation". 2. The portion of record drawings showing deviations from the DEP construction permit, including preliminary design report or drawings and specifications, if there are any deviations from said permit. (Note that it is necessary to submit a copy of only the portion of record drawings showing deviations and not a complete set of record drawings.) 3. Copies of satisfactory bacteriological analysis (a.k.a. Main Clearance), taken within sixty (60) days of completion of construction, from locations within the distribution system or water main extension to be cleared, and in accordance with American Water Works Association (AWWA) Standard C 651-92, as follows: • Connection point to an existing system and at the end point of the proposed addition; • Any water lines branching off a main extension; and • Every 1,200 feet on straight run of pipes. Each location shall be sampled on two consecutive days, with sample points and chlorine residual readings clearly indicated on the report. A sketch or description of all bacteriological sampling locations must also be provided. 4. Copy of satisfactory pressure test results demonstrating compliance with AWWA Standard requirements. For further clarification contact: Gwen Shofner, P.E., Program Manager DEP - Southwest District Drinking Water Section 13051 N. Telecom Parkway Temple Terrace, FL 33637-0926 Phone: (813) 632-7600, extension 306 FAX: (813) 632-7671 i 1 1 1 i t City of Clearwater, Florida WATER TREATMENT PLANTS 1 AND 3 WELLFIELD EXPANSION PHASE 2 -y RAW WATER MAINS (Project No.: 07-0037- U7) TABLE OF CONTENTS SECTTON I ADVERTISEMENT OF BIDS & NOTICE TO CONTRACTORS SECTION II INSTRUCTIONS TO BIDDERS SECTION III GENERAL, CONDITIONS SECTION IIIa SUPPLEMENTAL GENERAL CONDITIONS SECTION IV TECHNTC.AL SPECIFICATIONS SECTION IVa SUPPLEMENTAL TECHNICAL SPECIFICATIONS APPENDIX ODP DOCUMENTS AND OTHER PROJECT RELATED DOCUMENTATION SECTION V CONTRACT DOCUI\,IENTS WTP 1 & 3 Welifield Expansion Phase H City of Clearwater Project #: 07-0037-UT McKim &Creed Project #: 0992-0190 Table of Contents TOC-1 t L? ILI t 1 SECTION I ADVERTISEMENT OF BIDS & NOTICE TO CONTRACTORS WATER TREATMENT PLANTS 1 AND 3 WELLFIELD EXPANSION PHASE H - RAW WATER MAINS PROJECT # 07-0037-UT CLEARWATER, FLORIDA Copies of the Contract Documents and Plans for this Project are available for inspection and/or purchase by prospective bidders at the City of Clearwater's Plan Room - website address: wuw.myClearwater.com/cityprojects, ON Monda3:. Ausust 3"a, 2009, until no later than close of business three (3) days preceding the bid opening. Price of Contract Documents and Plans, as indicated on the website, rellects reproduction cost only. The work for which proposals are invited consists of providing and installing raw water transmission mains by directional drilling, bore and jack, and open cut; including 5,000 linear feet of 12-inch PVC pipe, 10,000 linear feet of 8-inch PVC pipe, 17,200 linear feet of 6-inch PVC pipe, gate valves and associated appurtenances. The raw water mains shall be connected to the new wells and be pressured tested, disinfected, flushed and placed into service for a complete and operable system. The new wells are being installed by others as part of the Water Treatment Plans 1 and 3 Wellfield Expansion Phase I- Well Installation Project. The Contractor will be required to coordinate his work with this project's progress and Contractor. MANDATORY Pre-Bid Conference for all prospective bidders will be held on Wednesday, Au st 19, 2009 at 1:30 .m. at MSB Conference Room 130, 100 S. Myrtle Ave. Clearwater Florida. Representatives of the Owner and Consulting Engineer will be present to discuss this Project. Sealed proposals will be received by the Purchasing Manager, at the Purchasing Office, located at the Municipal Services Bldg., 100 So. Myrtle Ave., 3 Floor, Clearwater, Florida 33756- 5520, until 1:30 P.M. on THURSDAY, SEPTEMBER 10, 2009, and publicly opened and read at that hour and place for WATER TREATMENT PLANTS 1 AND 3 WELLFIELD EXPANSION PHASE I1- RAW WATER MAINS CONTRACT # 07-0037-UT). A complete bidders package containing plans, specifications, bond forms, contract form, affidavits and proposal form is available to the general public (Contractors, Sub-contractors, suppliers, vendors, etc.) for review and purchase. However, sealed proposals will only be accepted from those Contractors that are currently City pre-qualified Contractors in the construction category of Water and Force Mains, with a minimum pre-qualification amount of 2,000,000. Contractors wanting to pre-qualify to bid this project must do so two (2) weeks/ten (10) workdays prior to the bid opening date. A 10% bid bond is required for all City of Clearwater projects. WTP 1 & 3 Wellfield Expansion Phase H Section I City of Clearwater Project #. 07-0037-UT Advertisement of Bids & Notice to Contractors McKim & Creed Project #: 0992-0190 1-1 u 1 The right is reserved by the City Manager of the City of Clearwater, Florida to reject any or all bids. The City of Clearwater, Florida George McKibben, Purchasing Manager (727) 562-4634 WTP 1 & 3 Wel/field Expansion Phase Il Section I City of Clearwater Project #: 07-0037-UT Advertisement of Bids & Notice to Contractors McKim & Creed Project #: 0992-0190 1-2 t i n SECTION II INSTRUCTIONS TO BIDDERS Table of Contents: SECTION II ...................................................................................••---•---•........-•-----•-•---•-----••••••••••..............1 1 2 COPIES OF BIDDING DOCUMENTS ............................................................. QUALIFICATION OF BIDDERS ....-•---•--•• .................................................................................2 3 EXAMINATION OF CONTRACT DOCUMENTS AND SITE ............................................... 2 4 INTERPRETATIONS AND ADDENDA .............................•-----•-------.....--•-----._....................••....3 5 BID SECURITY OR BID BOND .............................................................................•-----•............. 4 6 CONTRACT TIME ....................................................................................................................... 4 7 LIQUIDATED DAMAGES .......................................................................................................... 4 S 9 SUBSTITUTE MATERIAL AND EQUIPMENT ............................................................ SUBCONTRACTORS. . ...........-• ..............•-...................................--... 4 4 10 11 BID/PROPOSAL FORM SUBMISSION OF BIDS . . ..............................•--.........---•-......--------••-----------•-••••--•.................-•-------- 5 5 12 MODIFICATION AND WITHDRAWAL OF BIDS ................................................................. 5 13 REJECTION OF BIDS .............................•---..............---...-----•----••-•-•-•••....................................•.•. 6 14 DISQUALIFICATION OF BIDDER ........................................................................................... 6 15 OPENING OF BIDS ...............•-----•---........................------...........................---................................. 6 16 LICENSES, PERMITS, ROYALTY FEES AND TAXES ......................................................... 6 17 18 IDENTICAL TIE BIDSNENDOR DRUG FRET, WORKPLACE .......................................... AWARD OF CONTRACT .......................................................................................................•--.. 7 7 19 20 BID PROTEST ........................................................................................................................•...... TRENCH SAFETY ACT ........................••••......_.-----------••------•----••••....----•------..........................•---. S 9 t C WTP 1 & 3 Wellfield Expansion Phase Il Section 11 City of Clearwater Project &. 07-0037-UT Instructions to Bidders McKim & Creed Project &. 0992-0190 11_1 w 3 COPIES OF BIDDING DOCUMENTS 1.1 Complete sets of the Bidding Documents are available for the sum stated in the Advertisement for Bid from the Office of the Purchasing Manager. This amount represents reproduction costs and is non-refundable. A complete bidders package containing plans, specifications, bond fornns, contract form, affidavits and bid/proposal form is available only to pre-qualified bidders. Contractors, suppliers, or others who are not pre-qualified but who may be a possible subcontractor, supplier, or other interested person may purchase a "Subcontractor" package consisting of plans, specifications, and list of pay items. 12 Complete sets of Bidding Documents must be used in preparing bids- Neither the City nor the Engineer shall be liable for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents, by Bidders, sub-bidders or others. 1.3 The City, in making copies of Bidding Documents available oil 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- qualification may be obtained by contacting the City of Clearwater, Engineering Department, Engineering Services Division at P.O. Box 4748, Clearwater, Florida 33758- 4748 (mailing address); 100 South Myrtle Avenue, Clearwater, Florida 33756-5520 (street address only) or by phone at (727) 562-4750. All qualification data must be completed and delivered to the Director of Engineering at the above address not later than fourteen (14) days prior to the time set for the receipt of bids. Bidders currently pre-qualified by the City do not have to make reapplication. 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 conditions of existing surface and subsurface conditions (except Undergrouund 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. WTP 1 & 3 Wellfield Expansion Phase 11 City of Clearwater Project #: 07-0037-UT McKim & Creed Project #: 0992-0190 Section 9 Instructions to Bidders 11-2 i I t 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 ==racy or completeness thereof unless expressly provided in the Contract Documents. 3.4 Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders on subsurface conditions, Underground Facilities, other physical conditions, possible conditions, and possible changes in the Contract Documents due to differing conditions appear in the General Conditions. 3.5 Before submitting a Bid., each Bidder shall, at Bidder's own expense, make or obtain any additional examinations, investigations, explorations, tests and studies and obtain any additional information and data which pertain to the physical conditions (surface. subsurface and Underground Facilities) at or contiguous to the site or otherwise which may affect cost, progress, performance or furnishing the work in accordance with the (ime, price and other terms and conditions of the Contract Documents. 3.6 On request in advance, City will provide each Bidder access to the site to conduct such explorations and tests at Bidder's own expense as each Bidder deems necessary for submission of a ,Bid. Bidder shall fill all holes and clean tip and restore the site to its former condition upon completion of such explorations and tests. 3.7 The lands upon which the Work is to be performed, rights-of-way and easements for access thereto and other lands designated for use by the Contractor in performing the Work are identified in the Contract Documents. All additional lands and access thereto required for temporary construction facilities or storage of materials and equipment are to be provided by the Contractor. Easements for permanent structures or permanent changes in existing structures are to be obtained and paid for by the City unless otherwise provided in the Contract Documents. 3.8 The submission of a Bid will constitute an unequivocal representation by the Bidder that the Bidder has complied with every requirement of these Instructions to Bidders and that, without exception, the Bid is premised upon perfor-rning and furnnisbing the Work required by the Contract Docuuments by such means, methods, techniques, sequences or procedures of constriction as may be indicated in or required by the Contract Documents, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions of performance and furnishing of the work- 4 INTERPRETATIONS AND ADDENDA 4.1 All questions as to the meaning or intent of the Contract Documents are to be directed to the Engineer. Interpretations or clarifications considered necessary by the Engineer in response to such questions will. be issued by Addenda, either- by mail or facsimile transmission, to all parties recorded by the Purchasing Manager as having received the Bidding Documents. Questions received less than ten (10) days prior to the date for opening of 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. 42 Addenda may also be issued to modify the Bidding Documents as deemed advisable by the City or Engineer. WTP 1 & 3 Welitield Expansion Phase II City of Clearwater Project #. 07-0037-UT McKim & Creed Project #= 0992-0190 Section 9 Instructions to Bidders Il-3 5 BID SECURITY OR BID BOND 5.1 Each Bid trust be accompanied by Bid Security made payable to the City of Clearwater in an amount equal to ten percent (10%) of the. Bidder's rnaximuni Bid price and in the form of a certified or cashiers check or a Bid Bond (on form attached) issued by a surety meeting the requirements of the General Conditions. A cash bid bond will not be accepted. 5.2 The Bid Security of the Successful Bidder will be retained until such Bidder has executed the Agreement and furnished the required Payment and Performance bonds, whereupon the Bid Security will be returned. If the Successful Bidder fails to execute, deliver the Agreement and furnish the required Bonds within ten (10) days after the award. of contract by the City Commission, the City may annul the bid and the Bid Security of the Bidder will be forfeited. The Bid Security of any Bidder whom the City believes to have a reasonable chance of receiving the award may be retained by the City until the successful execution of the agreement with the successful Bidder or for a period up to ninety (90) days following bid opening. Security of other Bidders will be returned approximately fourteen (14) days after the Bid opening. 5.3 The Bid Bond shall be issued in the favor of the City of Clearwater by a surety company qualified to do business in, and having a registered agent in the State of Florida. 6 CONTRACT TIME 6.1 The number of consecutive calendar days within which the work is to be completed is set forth in the Technical Specifications. 7 LIQUIDATED DAMAGES 7.1. Provisions for liquidated damages are set forth in the Contract Agreement. 8 SUBSTITUTE MATERIAL AND EQUIPMENT 8.1 The contract, if awarded. will be on the basis of material and equipment described in the Drawings or specified in the Specifications without consideration of possible substitute or "or equal" items. Whenever it is indicated in the Drawings or specified in the Specifications that a substitute or "or equal" item may be furnished or used, application for its acceptance will not be considered by the Engineer until after the effective date of the Contract Agreement. The procedure for submittal of any such application is described in the General Conditions and as supplemented in the Technical Specifications. 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 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. Agreement to the City Cornrnission, request the Successful Bidder to submit an acceptable substitute without an increase in Contract Price or Contract Time. If the Successful Bidder declines to make any such substitution, the City may award the contract to the next lowest WTP 1 & 3 Wellfield Expansion Phase U City of Clearwater Project #."07-0037-UT McKim & Creed Project #- 0992-0190 Section II Instructions to Bidders II-4 r-i s 1 and most responsive Bidder that proposes to use acceptable Subcontractors, Suppliers, and other persons and organizations. Declining to make requested substitutions will not constitute grounds for sacrificing the Bid security to the City of any Bidder_ Any Subcontractor, supplier, other person or organization listed by the Contractor and to whom the Engineer does not snake written objection prior to the recornrnendation of award to the City Commission will be deemed acceptable to the City subject to revocation of such acceptance after the Effective Date of the Contract Agreement as provided in the General Conditions- 9.2 No Contractor shall be required to employ any Subcontractor, supplier, person or organization against whom he has reasonable objection. 10 BID/PROPOSAL FORM 10.1 The Bid/Proposal Fonn 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. The Bidder must state in the Bid/Proposal Fonn in words and numerals without delineation's, alterations or erasures, the price for which he will perform the work as required by the Contract Documents. Bidders are required to bid on all items in the Bid/Proposal form. The lump sutra for each section or item shall be for furnishing all equipment, materials, and labor for completing the section or item as per the plans and contract specifications. Should it be found that quantities or amounts shown on the plans or in the proposal, for any part of the work, are exceeded or should they be found to be less after the actual construction of the work, the amount bid for each section or item will be increased or decreased in direct proportion to the unit prices bid for the listed individual items. 10.2 Bids by corporations shall be executed in the corporate name by the president or a vice- president (or other corporate officer accompanied by evidence of authority to sign) and the corporate seal shall be affixed. The corporate address and state of incorporation shall be shown below the Signature. If requested, the person signing a Bid for a corporation or partnership shall produce evidence satisfactory to the City of the person's authority to biuid the corporation or partnership. 10.3 Bids by partnerships shall be executed in the partnership name and. signed by a general partner, whose title shall appear under the signature and the official address of the partnership shall be shown below the signature. 10.4 All. names shall be typed or printed below the signature. 11 SUBMISSION OF BIDS 11.1 Sealed Bids shall be submitted at or before the time and at the place indicated in the Advertisement for Bids and shall be submitted in the bid envelope provided with the bid documents. If forwarded by mail, the Bid shall be enclosed in another envelope with the notation "Bid Enclosed" on the face thereof and addressed to the City of Clearwater, attention Purchasing Manager. Bids will be received at the office indicated in the Advertisement until the time and date specified- Telegraphic or facsimile bids received by the Purchasing Manager will not be accepted. 12 MODIFICATION AND WITHDRAWAL OF BIDS 12.1 Bids may be modified or withdrawn by an appropriate document duly executed (in the manner that a Bid must be executed) and delivered as described in the Advertisement of Bids. A request for withdrawal or a modification shall be in writing and signed by a person drily authorized to do so. Withdrawal of a Bid will not prejudice the rights of a Bidder- to WTP 1 & 3 Wellfield Expansion Phase 11 City of Clearwater Project A 07-0037-UT McKim & Creed Project #_ 0992-0190 Section Il Instructions to Bidders 11-5 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 hmited to a material ornission, 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 night 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 arnong the bidders, the participants in such collusion will not be considered in future proposals for the same work. Each bidder shall execute the Non-Collusion Affidavit contained in the Contract Documents. 15 OPENING OF BIDS 15.1 Bids will be opened and read publicly at the location and time stated in the Advertisement for Bids. Bidders are invited to be present at the opening of bids. 16 LICENSES, PERMITS, ROYALTY FEES AND TAXES 16.1 The Contractor shall secure all licenses and permits (and shall pay all permit fees) except as specifically stated otherwise in the Technical Specifications. The Contractor shall comply with all Federal and State Laws, County and Municipal Ordinalices and regulations, which in any manner effect the prosecution of the work. City of Clearwater building permit fees and impact fees will be waived except as specifically stated otherwise in the Technical Specifications. 162 The Contractor shall assume all liability for the payment of royalty fees due to the use of any construction. or operation process, which is protected by patent rights except as specifically stated otherwise in the Ted-mical Specifications. The amount of royalty fee, if any, shall be stated by the Contractor. 16.3 The Contractor shall pay all applicable sales, consumer, use and other taxes required by law. The Contractor is responsible for reviewing the pertinent State Statutes involving the sales tax and sales tax exemptions and complying with al:l requirements. [J r u WTP 1 & 3 Wellfield Expansion Phase H section ll City of Clearwater Project #: 07-0037-UT Instructions to Bidders McKim & Creed Project #. 0992-0190 11-6 1 17 IDENTICAL TIE BIDSIVENDOR DRUG FREE WORKPLACE 17.1. hi accordance with the requirements of Section 287.087 Florida Statutes regarding a Vendor Drug Free Workplace, im 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 fi-om 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-h.-ee workplace program.. a contractor shall supply the City with a certificate containing the following six statements and the accompanying certification statement: (1) Publish a statement notifying employees that the unlawful manufacture, distribution, dispensing, possession, or use of a controlled substance is prohibited. in the workplace and specifying the actions that will be taken against employees for violations of such prohibition. (2) Infoinn employees as to the dangers of drug abuse in the workplace, the business's policy of maintaining a du-ug-free workplace, any available drug counseling, rehabilitation, and employee assistance programs, and the penalties that may be imposed upon employees for drug abuse violations. (3) Give each employee engaged in providing the commodities or contractual services that are under bid a copy of the statement specified in subsection (1). (4) In the statement specified in subsection (1), notify the employees that, as a condition of working on the conunodities 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 bolo 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 worlq)lace no later than five (5) days after such conviction- (5) Impose a sanction on, or require the satisfactory participation in a drug abuse assistance or rehabilitation program if such is available in the employee's community, by any employee who is so convicted. (6) Make a good faith effort to continue to maintain a drug-free workplace through implementation of this section. I certify that this firm does/does not (select only one) fully comply with the above requirements. 18 AWARD OF CONTRACT 18.1 Discrepancies between words and figures will be resolved in favor of words. Discrepancies in the multiplication of units of work and unit prices will be resolved in favor of the unit prices. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favour of the correct sum. 18.2 In evaluating the Bids, the City will consider the qualifications of the Bidders, whether or not the Bids comply with the prescribed requirements, unit prices, and other data as may be requested in the Bid/Proposal form. The City may consider the qualifications and experience of Subcontractors, suppliers and other persons and organizations proposed by the Contractor for the Work_ The City may conduct such investigations as the City deems necessary to assist in the evaluation of any .Bid and to establish the responsibility, qualifications and financial ability of Bidders, proposed Subcontractors, Suppliers and WTP 1 & 3 Welifield Expansion Phase 11 Section II City of Clearwater Project #-- 07-0037-UT Instructions to Bidders McKim & Creed Project #. 0992-0190 11-7 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. 1.8.3 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. 184 Award of contract will be made for that combination of base bid and alternate bid items in the bestinterest of the City, however, unless otherwise specified all work awarded will be awarded to only one Contractor- 19 BID PROTEST 19.1 RIGHT TO PROTEST: Any actual bidder who is aggrieved in connection with the solicitation or award of a contract may seek resolution of his/her complaints initially with the Purchasing Manager, and if not satisfied, with the City Manager, in accordance with protest procedures set forth in this section. 19.2 PROTEST PROCEDURE: A. A protest with respect to the specifications of an invitation for bid or request for proposal shall be submitted in writing a minimum of five (5) work days prior to the opening of the bid or due date of the request for proposal. Opening dates for bids or due dates for requests for proposal will be printed on die bid/request document itself. B. Protests in respect to award of contract shall be submitted in writing a maximum of five (5) work days after notice of intent to award is posted, or is mailed to each bidder, which ever is earlier. Notice of intent to award will be forwarded to bidders upon telephonic or written request. Protests of recommended award should cite 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 dine date for requests for proposals. Request for exceptions should be made in wilting, stating reasons for the exception. D. The Purchasing Manager shall respond to the formal written protest within five business 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 business 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 Managcr 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 work days of receipt of the appeal. 1.9.3 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. WTP 1 & 3 Wellfield Expansion Phase 11 City of Clearwater Project #_ 07-0037-UT McKim & Creed Project #.' 0992-0190 Section ll Instructions to Bidders 11-8 11 20 TRENCH SAFETY ACT 20.1 The Bidder shall comply with the provisions of the Florida Trench Safety Act (Sections 553.60-553.64, Florida Statutes) and the provisions of the Occupational Safety and Health Administration's (OSHA) excavation safety standards, 29 C.F.R.s 1926.650 Subparagraph P, or current revisions of these laws. 7 1 1 WTP 1 & 3 Wellfield Expansion Phase H Section II City of Clearwater Project A 07-0037-UT Instructions to Bidders McKim & Creed Project A 0992-0190 11-9 SECTION III GENERAL CONDITIONS Table of Contents: 1. DEFINITIONS ..................................................................................................................1 2 PRELILMINARY MATTERS ......................................................................................... .. 5 2.1 DELIVERY OF BONDS AND CERTIFICATES OF INSURANCE .......................... .. 5 2.2 COPIES OF DOCUMENTS .................................................... ____ .......................... .. 5 2.3 COMMENCEMENT OF CONTRACT TIME/NOTICE TO PROCEED; STARTING THE PROJECT --------------------------- ---------------------------------------------------------------------------------- -- 6 14 BEFORE STARTING CONSTRUCTION ------------------------------------------------------------------- -- 6 2.5 PRECONSTRUCTION CONFERENCE ...................................................................... .. 6 2.6 PROGRESS MEETINGS ---------------------------------------------------------------------------------------------- -- 7 3 CONTRACT DOCUMENTS, INTENT ....................................................................... .. 7 3.1 INTENT . -----•------------------------------------------------------------------------------------------------- -- 7 3.2 REPORTING AND RESOLVING DISCREPANCIES ................................................ .. 7 4 AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POINTS .........................................•-......................................................... 8 4.1 AVAILABILITY OF LANDS ---------------------......... ............................. .. 8 4.2 4.3 INVESTIGATIONS AND REPORTS --------------------------------- ---____ ------ ....... ............. PHYSICAL CONDITIONS, UNDERGROUND FACILITIES .................................... .. 8 .. 8 4.4 REFERENCE POINTS ------•---------------- ---------------------------------------------------------------- •--•------ -- 9 5 BONDS AND INSURANCE .......................................................................................... .. 9 5.1 PERFORMANCE AND PAYMENT BOND/CONTRACT BOND ............................. .. 9 2 5. 2.1 INSURANCE WOR . ....................................... ------------------------------- ............................................. ------------ 10 11 5. 2.2 PUBLIC LIABILITY AND ROPERTYDMAGECOVERAGE ............................ 11 5. 5.3 2.3 COMPREHENSIVE, AUTOMOBILE LIABILITY .................................................... WAIVER OF RIGHTS ......................................... ........ .................................... 11 12 6 CONTRACTORS RESPONSIBILITIES ...................................................................... 12 6.1 SUPERVISION AND SUPERINTENDENCE ............................................................. 12 6.2 LABOR, MATER-ALS AND EQUIPMENT ............................................................... 13 6.3 SUBSTITUTES AND "OR EQUAL" ITEMS .............................................................. 14 6.4 RESPONSIBILITY FOR SUBCONTRACTORS, SUPPLIERS AND OTHERS ....... - 14 6.5 USE OF PREMISES ---------------------------------------------------------------------•--- ............................ 15 6. 5.1 STA.GINGAREAS .................................................................................................... 16 6. 5.2 RESTORATION TIME LIMITS----------------------------................................... 16 6.6 LICENSE AND PATENT FEES, ROYALTIES AND TAXES.....,......... .................... 16 6.7 LAWS AND REGULATIONS---- -------------------------------------------- 17 6.8 PERMITS..-.-............ --------- ---------------------------- ---------------------------------------------- ---------------- 17 6.9 SAFETY AND PROTECTION ................................. ............................ 1.7 WTP 1 & 3 Wellfield Expansion Phase 11 Section 111 City of Clearwater Project #: 07-0037-UT General Conditio ns McKim & Creed Project #_ 0992-0190 Ilhi 6.10 EMERGENCIES--------------------------------------------------------------------------------------- ------- ------------- 18 6.11 DRAWINGS -------------- ------------- ------ ---------------------------- ------------------------------------------------- 18 6. 11.1 SHOP DRAWINGS, SAMPLES, RFIs, and SUBMITTAL REVIEW ........... ............. 18 6. 11.2 AS-BUILT DRAWINGS------------------------------------------------------------------------------- ------------- 19 6. 11.3 CAD STANDARDS ..................................................................................... ....... -- 21 6. 11.4 DELIVERABLES : ................................................ .......... ............. 23 6.1.2 CONTRACTOR'S GENERAL WARRANTY AND GUARANTEE ........................... 23 6.13 CONTINUING THE WORK --------------------------------------------------------------------------- ------------- 24 6.14 INDEMNIFICATION-------------------- --------- ------ -------- --------............... - ---------- ----- ....... 24 7 OTHER WORK .............................................................................................................. 2S 7.1 RELATED WORK AT SITE --------------------------------------------------------------------------- ------------- 25 7.2 COORDINATION ............... ................................................................. .......... ....... ..... 25 8 OWNERS RESPONSIBILITY ................................•..................................................... 25 9 OWNER REPRESENTATIVE'S STATUS DURING CONSTRUCTION . ............. 26 9.1 OWNERS REPRESENTATIVE ---------------------------------------------------------------------- ------------- 26 9.2 CLARIFICATIONS AND INTERPRETATIONS ........................................... ............. 26 9.3 REJECTING OF DEFECTIVE WORK ........................................................... ............. 26 9.4 SHOP DRAWINGS, CHANGE ORDERS, AND PAYMENTS ..................... ............. 26 9.5 DECISIONS ON DISPUTES --------------------------------------------------------------------------- ------------- 26 9.6 LIMITATIONS ON OWNER REPRESENTATIVE'S RESPONSIBILITIES ............. 27 10 CHANGES IN THE WORK ............................................................................. ............. 28 11 CHANGES IN THE CONTRACT PRICE ...................................................... ............. 29 11.1 CHANGES IN THE CONTRACT PRICE......... ...... - .............. .................. ............. 29 11.2 ALLOWANCES AND FINAL CONTRACT PRICE ADJUSTMENT .......... ............. 30 11.3 UNIT PRICE WORK ............ ................................... ........ ............... ..-.---......... ............. 30 12 CHANGES IN THE CONTRACT TIME ....................................................... ............. 31 13 TESTS AND INSPECTIONS, CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK .................................................................................. ............. 32 13.1 TESTS AND INSPECTION----------------------------------------------------------------------------- ------------- 32 13.2 UNCOVERING THE WORK -------------------------------------------------------------------------- -....-. 32 13.3 OWNER'S REPRESENTATIVE MAY STOP THE WORK. ....... ............... - --- ...... 33 13.4 CORRECTION OR REMOVAL OF DEFECTIVE WORK ........................... --- 33 13.5 WARRANTY/CORRECTION PERIOD ......................................................... ............. 33 1.3.6 ACCEPTANCE OF DEFECTIVE WORK ...................................................... ............. 34 13.7 OWNER MAY CORRECT DEFECTIVE WORK ------------------------------------------ ------------- 34 14 PAYMENTS TO CONTRACTOR AND COMPLETION ............................ ............. 35 14.1 APPLICATION FOR PROGRESS PAYMENT .............................................. ............. 35 14.2 CONTRACTOR'S WARRANTY OF TITLE .................................................. ............. 35 14.3 REVIEW OF APPLICATIONS FOR PROGRESS PAYMENTS....... ... .... ............. 36 1.4.4 PARTIAL UTILIZATION . .............................................................................. ............. 37 14.5 FINAL INSPECTION ----------------------------------- ........... . ............. 37 WTP I & 3 Wellfield Expansion Phase 11 Section ll1 City of Clearwater Project #. 07-0037-UT General Conditions McKim & Creed Project #. 0992-0190 Ill-ii 1 14.6 FINAL APPLICATION FOR PAYMENT ................................................................... 37 14.7 FINAL PAYMENT AND ACCEPTANCE ............................................................... .... 38 14.8 WAIVER OF CLAIMS .... ............... .....---------...----- ---------------- 38 15 SUSPENSION OF WORK AND TERMINATION ................................................ .... 39 15.1 15.2 OWNER MAY SUSPEND TILE WORK.----•----....................... --------................... -•--.. OWNER MAY TERMINATE ------------------------------------•-•--•------------------------...----.....---- .... 39 -.-- 39 15.3 CONTRACTOR MAY STOP WORK OR TERMINATE ....................................... .... 40 16 DISPUTE RESOLUTION .......................................................•.................................. .... 41 17 MISCELLANEOUS --------------------------------•---------........----•---•--...................................... .... 41 17.1 SUBMITTAL AND DOCUMENT FORMS.... ....................... --- ..................... - - . -.. 41 17.2 GIVING NOTICE..... --------------------------------------------------- ---- 41 17.3 NOTICE OF CLAIM ------------------------------------------------------------------------------------------------- ---- 41 17.4 PROFESSIONAL FEES AND COURT COSTS INCLUDED ................................. .... 41 17.5 ASSIGNMENT OF CONTRACT ----------------------------------------------- ----------------------------- ---- 41 17.6 RENEWAL OPTION --------------- ..................... ---------......................... -----------............ .... 42 18 ORDER AND LOCATION OF THE WORK .......................................................... .... 42 19 MATERIAL USED ................................................................•--.................................. .... 42 20 CONFLICT BETWEEN PLANS AND SPECIFICATIONS ................................. .... 42 21 OWNER DIRECT PURCHASE (ODP) OPTION ....................................................... 42 22 22.1 RESIDENT NOTIFICATION OF START OF CONSTRUCTION .......................... 42 GENERAL...... ------------------------------------------------------- 42 22.2 EXAMPLE ----------------------------------------------------------------------- ----------------------------------------- ---- 43 23 PROJECT INFORMATION SIGNS ............................................................................ 44 23.1 SCOPE AND PURPOSE .......................................... ----.................................. .......... 44 23.2 TYPE OF PROJECT SIGN, FIXED OR PORTABLE ........... ...................... ... 44 23.3 FIXED SIGN -------------------------------------------------------••----•------ .............................. .......... ... 44 23.4 PORTABLE SIGNS -------------------------- --------------------------------------------- -------------------------- --- 44 23.5 SIGN COLORING ................................. ......... -----•-................................ --•-............... ... 45 23.6 SIGN PLACEMENT .............................................. ---...................................... --......... ... 45 23.7 SIGN MAINTENANCE ............................................................................................. ... 45 23.8 TYPICAL PROJECT SIGN ---- -------- ------- .-......... .................................. .------................ 45 24 AWARD OF CONTRACT, WORK SCHEDULE AND GUARANTEE .................. 46 WTP 1 & 3 Wellfield Expansion Phase H Section lit City of Clearwater Project #: 07-0037-UT General Conditions McKim & Creed Project A 0992-0190 111-iii 1 t 1 DEFINITIONS Addenda Written or graphic instruments issued prior to the operung of Bids which clarify, correct or change the Bidding Requirements or the contract documents. Agreement The written contract between Owner and Contractor covering the Work to be perforrmed; other Contract Documents are attached to the Agreement and made a part thereof as provided therein. Application for Payment The form accepted by Engineer which is to be used by Contractor in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. Approve The word approve is defined to mean satisfactory review of the material, equipment or methods for general compliance with the design concepts and with the ,information given in the Contract Documents. It does not imply a responsibility on the part of the Engineer to verify in every detail. conformance with the Drawings and Specifications. Bid The offer or proposal of the bidder submitted on the prescribed form setting forth the prices for the work to be performed. Bidding Documents The advertisement or invitation to Bid, instructions to bidders, the Bid form, and the proposed Contact Documents (including all Addenda issued prior to receipt of Bids). Bonds Performance and payment bonds and other instruments of security. Change Order A written order to Contractor signed by Owner- and Contractor authorizing an addition, deletion or revision in the Work, or an adjustment in the Contract Price or the Contract Time issued on or after the effective date of the Agreement. Cite 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 Preconstructiou Conference. The Construction Manager chairs the Preconstrrction Conference and is the authority on any disputes or decisions regarding WTP 1 & 3 Wellfield Expansion Phase H Section 111 City of Clearwater Project #. 07-0037-UT General Conditions McKim & Creed Project #: 0992-0190 111-1 I contract administration and performance. The Constriction Manager typically acts as the Owner's Representative during construction. Construction Coordinator A person who is the authorized representative of the Construction Manager and is responsible for the administration of construction documents. 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, ally 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 tbis contract, the person, firm or corporation with whom this contract or agreement has been made by the City of Clearwater or its duly authorized representative. Critical Path Method Construction Schedule-CPM A graphic format construction schedule that displays construction activities as they relate to one another for the purpose of identifying the most efficient way to perform the work in a timely manner. The critical path identifies which activity is critical to the execution of the schedule. Day A calendar day of twenty-four (24) hours measured from midnight to the next midnight. Defective An adjective which when modifying the word Work refers to Work that is unsatisfactory, faulty or deficient, or does not conform to the Contract Documents or does not rneet the requirements of any inspection, reference standard, test or approval referred to in the Contract Documents, or has been damaged prior to Engineers recommendation of final payment. Drawings The drawings, which will be identified in Technical Specifications or the Agreement, which show the character and scope of the Work to be performed and which have been prepared or approved by Engineer and are referred to in the contract documents. Shop drawings are not Drawings as so defined. Engineer The duly appointed representative of the City Manager of the City of Clearwater. For the WTP 1 & 3 Wellfield Expansion Phase 11 Section III City of Clearwater Project #. 070037-UT General Conditions McKim & Creed Project #. 0992-0190 111-2 I purposes of this contract, the City Engineer of the City of Clearwater, Pinellas County, Florida, or his authorized representative. For- certain projects, the Engineer may serve as the Owner's Representative during construction. Engineer's Consultant A Person having a contract with Engineer to furnish services as Engineer's independent professional associate or consultant with respect to the Project and who is identified as such in the Supplementary Conditions. F.D.0.T Specifications The Standard Specifications for Road and Bridge Construction as issued by the Florida Department of Transportation (latest English edition). Furnish The words "furnish", "furnish and install", "install.", and "provide" or words of similar meaning shall be interpreted, unless otherwise specifically stated, to mean "furnish and install complete in place and ready for service". Inspection The term "inspection" and the act of inspecting means examination of construction to ensure that it conforms to the design concept expressed in the Drawings and Specifications. These terms shall not be construed to mean supervision, superintending or overseeing. Laivs and Regulations Any and all applicable laws, rules, regulations, ordinances, codes and orders of any kind of governmental bodies, agencies, authorities and courts having jurisdiction. Liens Liens, charges, security interests or encumbrances upon real property or personal property. Milestone A principal event specified in the contract Documents relating to an intermediate completion date or time prior to the final completion date. Notice to Proceed (NTP) A written notice given by the Owner to the Contractor fixing the date on which the Contract Time will commence to run and on which Contractor shall start to perform his obligations under the Contract Documents. Owner The City of Clearwater, Florida. For the purposes of this contract, the person who is the City's authorized representative from the City's Department with whom will. be responsible for the rnainter.?ance and operation of the Work once tl.?e Work is completed. For certain projects, a designee of the Owner may serve as the Owner's Representative during construction. Pei-son A natural person or a corporation, partnership, firm, organization, or other artificial entity. WTP 1 & 3 Wellfield Expansion Phase H Section 111 City of Clearwater Project #. 07-0037-UT General Conditions McKim & Creed Project #: 0992-0190 111-3 Project The total construction of which the Work to be provided under the Contract Documents m.ay be the whole or a part as indicated elsewhere in the Contract Documents. 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 sublxri.tted by Contractor to illustrate material or equipment for some portion of the Work. Specifications Those portions of the Contract Documents consisting of written technical descriptions of materials, equipment, construction systems, standards and workmanship as applied to the Work and certain administrative details applicable thereto. Subcontractor A person having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the site. Substantial Completion The Work (or a specified part thereof) which has progressed to the point where, in the opinion of Engineer, as evidenced by Engineer's definitive certificate of Substantial. Completion, it is sufficiently complete, in accordance with the Contract documents, so that the Work (or specified part) can be utilized for the purposes for which it is intended; or if no such certificate is issued, when the Work is complete and ready for final payment as evidenced by the Engineer's recommendation of final payment. The terms "substantially complete" and "substantially completed" as applied to all or part of the Work refer to Substantial Completion thereof. Supplementary Conditions The part of the Contract which amends or supplements these General Conditions. Supplier A manufacturer, fabricator, supplier, distributor, material man or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by the Contractor. WTP 1 & 3 Wellfield Expansion Phase 11 Section 111 City of Clearwater Project #. 07-0037-UT General Conditions McKim & Creed Project #. 0992-0190 111-4 Surety Any person, firm or corporation which is bound with Contractor and which engages to be responsible for Contractor and his acceptable performance of the Work by a Bid, Per-fon-nance or Payment Bond. Underground Facilities All pipelines, conduits, ducts, cables, wires rnanholes, 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 coni.pleted construction or the various separately identifiable parts thereof required to be furnished under the Contract Documents. Work includes and is the result of performing or furnishing labor and incorporating materials and equipment into the construction, and performing or furnishing services and furnishing documents, all as required by the Contract Documents. 1 Work- Change Directive A written directive to Contractor, issued on or after the Effective Date of the Agreement and signed by the Engineer, ordering an addition, deletion, or revision in the Work, or responding to differing or unforeseen physical conditions under which the Work is to be performed or emergencies. Work Change Directive will not change the Contract Price or Contract Time, but is evidence that the parties expect that the change directed or documented by a Work Change Directive will be incorporated in a subsequently issued Change Order following negotiations by the parties as to its effect, if any, on the Contract Price or Contract Times. 2 PRELIMINARY MATTERS 2.1 DELIVERY OF BONDS AND CERTIFICATES OF INSURANCE When Contractor delivers the executed Agreements to the Owner, Contractor shall also deliver to the Owner such Bonds and Certificates of Insurance as Contractor may be required to furnish by this contract. 2.2 COPIES OF DOCUMENTS Engineer shall furnish to Contractor two (2) copies of Contract Documents for execution. Additional copies will be furnished, upon request, at the cost of reproduction. WTP 1 & 3 Wellfield Expansion Phase 11 Section 111 City of Clearwater Project #: 07-0037-UT General Conditions McKim & Creed Project #: 0992-0190 111-5 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 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 cornrn.ence 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 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 at the preconstruction conference a completed Emergency Call List and a completed Authorised Signature List. The Owner or the Engineer's Consultant 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 constriction stakeout and as-built survey. WTP 1 & 3 Wellfield Expansion Phase ll Section 111 City of Clearwater Project #. 070037-UT General Conditions McKim & Creed Project A 0992-0190 111-6 1 t The Owner or the Engineer's Consultant shall deliver to the Contractor at the preconstruction conference a Contractor evaluation package. This is for the purpose of rating the Contractor's performance for reference when considering future contracts and bid prequalification. 2.6 PROGRESS MEETINGS The Contractor is required to attend Progress Meetings. These meetings will. be scheduled on a weekly, bi-weekly, or monthly basis depending on the needs of the project. The Contractor shall bring to each meeting an updated submittal log, an updated request for information (RFI) log, a look-ahead schedule to cover the project activity from the current meeting try the next meeting, and all material test reports generated in the sate time period. The City's Construction Coordinator typically chairs these meetings. 3 CONTRACT DOCUMENTS, INTENT 3.1 INTENT The Contract Documents comprise the entire Agreement between Owner and the Contractor concerning the Work. They may be altered only by written agreement. The Contract Documents are complementary; what is called for by one is as binding as if called for by all. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any Work, materials or equipment which may reasonably be inferred from the Contract Documents or from prevailing custom or from trade usage as being required to produce the intended result will be furnished and performed whether or not specifically called for. When words or phrases, which have a well- known technical or constriction 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 WTP 1 & 3 Wellfield Expansion Phase ll Section 111 City of Clearwater Project #. 07-0037-UT General Conditions McKim & Creed Project A 09920190 111-7 provision of any such Law or Regulation applicable to the performance of the Work or of ally 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. 4 AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POINTS 4.1 AVAILABILITY OF LANDS The Owner shall furnish, as indicated in the Contract Documents, the lands upon which the Work is to be Perforined, rights-of-way, easements for access thereto, and such other lands which are designated for the use of contractor. The Owner shall identify any encumbrances or restrictions not of general application but specifically related to use of lands so furnished with which contractor will have to comply in performing the Work. Easements 'for permanent structures or permanent changes in existing facilities will be obtained and paid for by the Owner, unless otherwise provided in the Contract Documents. 4.2 INVESTIGATIONS AND REPORTS Reference is made to the Supplementary Conditions and Technical Specifications for identification of those reports of investigations and tests of subsurface and latent physical conditions at the site or otherwise affecting cost, progress or performance of the Work which have been relied upon by Engineer in preparation of the Drawings and Specifications. Such reports are not guaranteed as to accuracy or completeness and. are not part of the Contract Documents, Contractor shall promptly notify the Owner's Representative in writing of any subsurface or latent physical conditions at the site, or in an existing structure, differing materially from those indicated or referred to in the Contract Documents, Engineer will promptly review those conditions and advise if further investigation or tests are necessary. Owner or Engineer shall obtain the necessary additional investigations and tests and furnish copies to the Engineer and Contractor. If Engineer finds that the results of such investigations or tests indicate that there are subsurface or latent physical conditions, which differ materially from those, indicated in the contract Documents, and which could not reasonably have been anticipated by Contractor, a work change or Change Order will, be issued incorporating the necessary revisions. 4.3 PHYSICAL CONDITIONS, UNDERGROUND FACILITIES The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the site is based on information and data furnished to Owner or Engineer by the owners of such Underground Facilities or by others. Unless otherwise expressly provided in the Contract Documents, Owner and Engineer shall not be responsible for the accuracy or completeness of any such information or data; and the cost of all the following will be included in the Contract Price and contractor shall have full responsibility for: (i) reviewing and checking all such information and data, (ii) locating all Underground Facilities WTP 1 & 3 Wellfield Expansion Phase 1l Section 111 City of Clearwater Project #. 07-0037-UT General Conditions McKim & Creed Project A 0992-0190 111-8 obligation to perform the Work in accordance with the Contract Documents: (i) observations by Owner's Representative, (ii) recommendation of any progress or final payment by Owner's Representative, (Iii) the issuance of a certificate of Substantial Cornpleti,on or any payment by the Owner to contractor under the Contract Documents, (iv) use or occupancy of the Work or any part thereof by Owner, (v) any acceptance by Owner or any failure to do so, (vi) any review and approval of a Shop Drawing or Sample submittal or the issu?u7ce of a notice of Acceptance by the Engineer. 6.13 CONTINUING THE WORK Contractor shall carry on the work and adhere to the progress schedule during all disputes or disagreements with the Owner. No work shall be delayed or postponed pending resolution of any disputes or disagreements, except as the Owner- or Contractor may otherwise agree in writing. 6.14 INDEMNIFICATION Contractor shall indemnify and hold harmless Owner, Engineer, Engineer's Consultants and the officers, directors, employees, agents and other consultants of each and any of them from and against all claims, costs, losses and, damages (including but not limited to all fees and charges of engineers, architects, attorneys and other professionals and all court or arbitration or other dispute resolution costs) caused by, arising out of or resulting :from the performance of the Work, provided that any such claim, cost, loss or damage: (i) is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property (other than the work itself), including the loss of use resulting therefrom, and (ii) is caused in whole or in part by any negligent act or omission of Contractor, any Subcontractor, any Supplier, any person directly or indirectly employed by any of them to perform or furnish any of the Work, or anyone for whose acts any of them may be liable, regardless of whether or not caused in part by any negligence or omission of a person or entity indemnified hereunder or whether liability is imposed upon such indemnified party by Laws and Regulations regardless of the negligence of any such person. If, through acts o:f neglect on the part of Contractor, any other Contractor or any Subcontractor shall suffer loss or :damage on the work, Contractor- shall settle with such other Contractor or Subcontractor by agreement or arbitration if such other Contractor or Subcontractor will so settle. If such other Contractor or Subcontractor shall assert any claim against the Owner on such account of any damage alleged to have been sustained, the Owner shall notify Contractor, who shall indemnify and save harmless the Owner against any such claim. In any and all claims against Owner or Engineer or any of their respective consultants, agents, officers, directors, or employees by any employee (or the survivor or personal representative of such employee) of Contractor, any Subcontractor, ar7y Supplier, any person directly or indirectly employed by any of them to perfoira 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 Subcontractor. Supplier or other person or organization under workers' compensation acts, disability benefit acts or other employee benefit acts. The indemnification obligations of Contractor under this paragraph shall not extend to the liability of Engineer and Engineer's Consultants, officers, directors, employees, or agents caused by the professional negligence. errors or omissions of any them. of WTP 1 & 3 Wellfield Expansion Phase 11 Section 11l City of Clearwater Project #. 07-0037-UT General Conditions McKim & Creed Project #. 0992-0190 111-24 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. 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 vellum or bond material, 24" x 36" at a scale of 1 "=20' unless approved otherwise. The consultant shall deliver all drawing files in digital forin.at. Acceptable file formats include:.DWG, DXF of a shape file. Please address any questions regarding format to Mr. Tom Mahony, at (727) 562-4762 or e-mail address Thomas.MalionyC myclea-water.corn. 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 darnage to any part thereof by action of the elements, or from any other cause whatsoever, arising from the execution or raon--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 WTP 1 & 3 Wellfield Expansion Phase 11 Section Ill City of Clearwater Project #: 07-0037-UT General Conditions McKim & Creed Project #. 0992-0190 ill-23 7 I 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 6.11.3.1.2 Laver Naminp Definitions: GAS eras 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 storin 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 ba_-ik TOESLOPE toe of slope TOPBERM top of berm TOEBERM toe of berm SEAWALL seawall CONCSLAB concrete slabs WALL walls, except seawall SHORE shoreline, water elevation CL centerline of road CLD centerline of ditch CLS centerline of swale WTP 1 & 3 Wellfield Expansion Phase 11 City of Clearwater Project #: 07-0037-UT McKim & Creed Project A 0992-0190 Section Ill General Conditions 111-22 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 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 voluininous to be contained on the bhtel.ine prints, the Contractor shall prepare supplemental drawings, on same size sheets as the blueline prints, showing the additional conduit runs, l-line diagrams, ladder diagrams, and other information. The wiring schematic diagrams shall show termination location and wiring identification at each point on the ladder diagram. 6.11.2.5 Horizontal and Vertical Control The As-Built survey shall be based on the original datum used for the construction design plans or if required by the Owner the datum shall be referenced. to the North American Datum of 1983/90 (horizontal) and the North American Vertical Datum of 1988. The unit of measurement shall be the United States Foot. Any deviation or use of any other datum, (horizontal and or vertical), must be approved by the Owner of Clearwater Engineering Department. 6.11.2.6 Standards The As-Built survey shall meet the Minimum Technical Standards per Chapter 61 G 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 1.] WTP 1 & 3 Wellfield Expansion Phase 11 Section ll1 City of Clearwater Project A 07-0037-UT General Conditions McKim & Creed Project A 0992-0190 111-21 r I 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 indicated on the Contract Plans and buried (or concealed), construction and utility features which are revealed during the construction period. The As-Built Drawings shall be available for inspection by the Engineer, Engineer's Consultant, and the Owner's Representative at all times during the progress of the Project. The As-Built Drawings shall be reviewed by the Owner's Representative, or his designee, for accuracy and compliance with the requirements of "As-Built Drawings" prior to submittal of the monthly pay requests. The pay requests shall be rejected if the marked-up blueline prints do not conform to the "As-Built Drawings" requirements. As-Built Drawings shall be submitted to the Owner Inspector for approval upon completion of the project and prior to acceptance of final pay request. Final pay request shall not be processed until As-Built Drawings have been reviewed by the Engineer or the Engineer's Consultant for accuracy and completeness. Prior to placing new potable water mains in service, the Contractor shall provide the Engineer intersection drawings, as specified for the water mains. The Owner's acceptance of the "As--Built Drawings" does not relieve the Contractor of the sole responsibility for the accuracy and. completeness of the As-Built Drawings. 6.11.2.1 General The Contractor shall prepare an "AS-BUlLT SURVEY" per chapter 61G17--6, 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. 61G17-6.002 Definition: (10)(a) As-B?.cilt Survey: a survey performed to obtain horizontal and/or vertical dimensional data so that constructed irrrprovernerzts nay be located and delineated: also know as Record Survey. This survey shall be clearly titled "As-Built Survey" and shall. be signed and sealed by a Florida registered land surveyor. The survey must be delivered to the Owner of Clearwater Construction Division upon substantial completion of the project. If this condition is not met, the Owner will procure the services of a Professional Surveyor and Mapper registered in the State of Florida and will back charge the contractor a fee of $1,800 per day or any portion thereof to provide the Owner with the required As-Built Survey. 6.11.2.2 Sanitary and Storm Sewer Piping Systems I. 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 ma tholes, 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. WTP 1 & 3 Wellfield Expansion Phase 1l City of Clearwater Project #: 07-0037-UT McKim & Creed Project #: 0992-0190 Section 111 General Conditions 111-20 1 and (iii) all information relative to Contractor's sole responsibilities in respect to means, methods, techniques, sequences and procedures of construction and safety precautions and programs incident thereto. Contractor shall also have reviewed and coordinated each Shop Drawing or Sample with other Shop Drawings and Samples with the requirements of the Work and the Contract Documents. Each submittal will bear a stamp or specific written indication that Contractor has satisfied Contractor's obligations under the Contract Documents with respect to Contractor's review and approval of that submittal. At the time of submission, Contractor shall give Engineer specific written notice of such variations, if any, that the Shop Drawing or Sample submitted may have from the requirements of the Contract Documents, such notice to be in a written communication separate from the submittal; and, in addition, shall cause a specific notation to be made on each Shop Drawing and Sample submitted to Engineer for review and. approval of each such variation. The Contractor shall maintain a submittal log as mentioned in Article 2.5. The Engineer and Construction Services Department shall receive updated copies at each progress meeting, and the Engineer shall respond to each submittal within twenty-one (21.) consecutive calendar days. The 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 itern as such will not indicate approval of the assembly in which the item functions. Contractor shall make corrections required by Engineer, and shall return the required number of corrected copies of Shop Drawings and submit as required new Samples for review and approval. Contractor shall direct specific attention in writing to revisions other than the corrections called for by Engineer on previous submittals. Engineer's review and approval of Shop Drawings or Samples shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has in writing called Engineer's attention to each such variation at the time of submission and Engineer has given written approval of each such variation by specific written notation thereof incorporated in or accompanying the Shop Drawing or Sample approval; nor will any approval by the Engineer relieve the Contractor from responsibility for complying with the requirements of paragraph above discussing field measurements by the Contractor. 6.11.2 AS-BUILT DRAWINGS f] 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 WTP 1 & 3 Wellfield Expansion Phase 11 Section ll1 City of Clearwater Project #: 07-0037-UT General Conditions McKim & Creed Project #: 09920190 111-19 H is exposure to hazardous conditions. The Engineer may order that the work stop if a condition of immediate danger to the Owner's employees, equipment or if property damage exists. This provision shall not shift responsibility or risk of loss for injuries of damage sustained from the Contractor to Owner, and the Contractor shall remain solely responsible for compliance with all safety requirements and for the safety of all persons and property at the site of Contract performance. The Contractor- shall instruct his employees required to handle or use toxic materials or other harmful substances regarding their safe handling and use. The Contractor shall take the necessary precautions to protect pedestrians and motorists frorn 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 theirs from damage, injury or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and utility owners when 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 there to perform or furnish any of the work or anyone for whose acts any of them may be liable, shall be remedied by Contractor. Contractor's duties and. responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and Engineer has issued a notice to Owner and Contractor that the Work is acceptable. 6.10 EMERGENCIES In emergencies affecting the safety or protection of persons or the Work or property at the site or adjacent thereto, Contractor, with or without special instruction or authorization from Owner or the Owner's Representative, is obligated to act to prevent damage, injury or loss. Contractor shall give Engineer prompt written notice if Contractor believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby. If the Owner's Representative determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Work Change Directive or Change Order will be issued to document the consequences of such action. 6.11 DRAWINGS 6.11.1 SHOP DRAWINGS, SAMPLES, RFIs, and SUBMITTAL REVIEW Contractor shall submit Shop Drawings to Engineer for review and approval as called for in the Technical Specifications or required by the Engineer. The data shown on the Shop Drawings will be complete with respect to quantities, dimensions, specified performance and design criteria, materials and similar data to show Engineer the materials and equipment Contractor proposes to provide and to enable Engineer to review the information. Contractor shall also submit Samples to Engineer for review and approval. Before submitting each Shop Drawing or Sample. Contractor shall have detennined and verified: (i) all field measurements, quantities, dimensions, specified performance criteria, installation requirements, materials, catalog numbers and similar information with respect thereto, (ii) all materials with respect to intended use, fabrication. shipping, handling, storage, assembly and installation pertaining to the performance of the Work, WTP 1 & 3 Wellfreld Expansion Phase 11 Section Ill City of Clearwater Project #_ 07-0037-UT General Conditions McKim & Creed Project A 0992-0190 111-18 11 6.7 LAWS AND REGULATIONS Contractor shall give all notices and comply with all Laws and Regulations applicable to furnishing and performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, neither Owner nor Owner's Representative shall be responsible for monitoring Contractor's compliance with any Laws or Regulations. If Contractor performs ally 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. 6.8 PERMITS Unless otherwise provided in the Supplementary Conditions, Contractor shall obtain and pay for all construction permits and licenses. The Owner shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work, which are applicable at the time of opening of Bids. Contractor shall pay all charges of utility owners for connections to the work, and the Owner shall pay all charges of such utility owners for capital costs related thereto such as plant investment fees. Unless otherwise stated in the Contract Documents, Owner of Clearwater Building Permit Fees will be waived. 6.9 SAFETY AND PROTECTION Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs i,n connection with the Work. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: (i) all persons on the work site or who may be affected by the work, (ii) all the Work and materials and equipment to be incorporated therein, whether in storage on or off the site; and (iii) other property at the site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities and Underground Facilities not designated for removal., relocation or replacement in the course of construction_ In the event of temporary suspension of the work, or during inclement weather, or whenever Owner's Representative may direct; Contractor shall, and shall cause Subcontractors, to protect carefully the Work and materials against damage or injury from the weather. If, in the opinion of the Owner's Representative, any portion of Work or materials shall have been damaged or injured by reason of failure on the part of the Contractor or any Subcontractors to so protect the Work, such Work and materials shall be removed. and replaced at the expense of Contractor. The Contractor shall initiate and maintain an accident prevention program which shall include, but shall not be limited to the establishment and supervision of programs for the education and training of employees in the recognition, avoidance and prevention of unsafe conditions and acts. Contractor shall provide first aid ' services and medical care to his employees. The Contractor- shall develop and maintain an effective fire protection and prevention program and good housekeeping practices at the site of contract performance throughout all phases of construction, repair, alteration or demolition. Contractor shall require appropriate personal protective equipment in all operations where there WTP 1 & 3 Wellfield Expansion Phase ll Section Ill City of Clearwater Project #. 07-0037-UT General Conditions McKim & Creed Project #: 09920190 111-17 I Li L.. equipment and machinery and surplus materials. Contractor shall restore to original condition all property not designated for alteration by the Contract Documents. 6.5.1 STAGING AREAS The Contactor shall obtain and deliver to the City written permission for the use of all staging and storage areas outside of the Limits of Construction. 6.5.2 RESTORATION TIME LIMITS The timely restoration of all impacted areas, especially right-of-ways, is very important to the Citizens of Clearwater; therefore these time limits are imposed: • Debris piles shall be removed within five (5) consecutive calendar days. • Concrete driveways and sidewalks shall be replaced within ten (10) consecutive calendar days of rennoval. Resident access shall be maintained at all times. • All arterial and collector roadways shall be restored ASAP. • Local streets and asphalt driveways shall be restored as soon as a sufficient quantity is generated, however, this is never to exceed fifteen (15) consecutive calendar days. Local and resident access shall be maintained at all turves. • Sod must be restored with ten (10) consecutive calendar days of a successful pipe pressure test. 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 there from and against all claims., costs, losses and damages arising out of or resulting from any infr,-ingenn.ent of patent rights or copyrights incident to the use in the performance of the Work or resulting fiom 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 infiingement of such rights. Contractor shall pay all sales, consumer, use and other taxes required to be paid by Contractor in accordance with the Laws and Regulations of the State of Florida and other governmental agencies, which are applicable during the performance of the work. WTP 1 & 3 Wel/field Expansion Phase 1l Section ll/ City of Clearwater Project #: 07-0037-UT General Conditions McKim & Creed Project #. 0992-0190 111-16 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. All work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of Owner and Engineer. Contractor shall not pay or employ any Subcontractor, Supplier or other person or organization whether initially or as a substitute, against whom Owner or Engineer may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier or other person or organization to furnish or perform. any of the work against whom Contractor has reasonable objection. Owner or Engineer will not undertake to settle any differences between Contractor and his Subcontractors or between Subcontractors. 6.5 USE OF PREMISES Contractor shall confine construction equipment, the storage of materials and equipment and the operations of works to the site and land areas identified in and permitted by the Contract Documents on other land areas permitted by Laws and Regulations, right-of-way, permits and easements, and shall not unreasonably encumber the premises with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof or of ally 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 hanndess 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, constriction WTP 1 & 3 Wellfield Expansion Phase H Section 111 City of Clearwater Project #. 07-0037-UT General Conditions McKim & Creed Project #. 0992-0190 111-15 i temporary facilities, and all other facilities and incidentals necessary for the furnishing, performance, testing, start-up and completion of the Work. All materials and equipment installed in the Work shall be of good quality and new, except as otherwise provided in the Contract Documents. If required by Engineer, Contractors shall furnish satisfactory evidence (including reports of required tests) as to the quality of materials and equipment. The Contractor shall provide suitable and secure storage for all materials to be used in the Work so that their quality shall not be impaired or injured. Materials that are improperly stored, may be rejected by the Engineer without testing. All materials and equipment shall be applied, installed, connected, erected, used, cleaned, and conditioned in accordance with the instructions of the applicable manufacturer, fabricator, supplier, or distributor, except as otherwise provided in the Contract Documents. The City of Clearwater, at its sole discretion, reserves the right to purchase major equipment to be incorporated into the WORK under the Owner Direct Purchase (ODP) Option, if indicated in the Contract Documents. In such event, the Contractor shall cooperate and assist the Owner of Clearwater, at no additional cost, to implement the ODP documents and procedures. 6.3 SUBSTITUTES AND "OR EQUAL" ITEMS Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent or "or equal" item or no substitution is permitted, other items of material or equipment or material or equipment of other Suppliers may be accepted by Engineer. If in Engineer's sole discretion an item of material or equipment proposed by Contractor.- is functionally equal. to that named and sufficiently similar so that no change in related Work will be required, it may be considered by Engineer- for approval. If in the Engineer's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or equal" item, A may be considered as a proposed substitute item. Contractor shall submit sufficient information as required by the Engineer to allow the Engineer to determine that the item of material or equipment proposed is essentially equivalent to that named and is an acceptable substitute therefore. Request for review of proposed substitute and "or equal" will be not be accepted by Engineer from anyone other than Contractor. Request for substitute and "or equal" items by Contractor must be submitted in writing to Owner's Representative and will contain all information as Engineer deerns necessary to make a determination. All data provided by Contractor in support of any proposed substitute or "or equal" item will be at Contractor's expense. Engineer will be allowed a reasonable time to evaluate each proposal or submittal made per this paragraph. Engineer will be sole judge of acceptability. 6.4 RESPONSIBILITY FOR SUBCONTRACTORS, SUPPLIERS AND OTHERS 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 )List as Contractor is responsible for Contractor's own WTP 1 & 3 Wellfield Expansion Phase H Section 111 City of Clearwater Project #: 07-0037-UT General Conditions McKim & Creed Project#: 0992-0190 111-14 Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences and procedures of construction. Contractor shall not be responsible for the negligence of others in the design or specification of a specific means, method, technique, sequence or procedure of construction which is shown or indicated in and expressly required by the Contract Documents. Contractor shall be responsible to see that the completed work complies accurately with the Contract Documents. Contractor shall keep on the work at all times during its progress a competent resident superintendent, who shall not be replaced without notice to the Owner's Representative except under extraordinary circumstances. The superintendent will be Contractor's representative at the site and shall have authority to act on behalf of Contractor. All communications to the superintendent shall be as binding as if given to Contractor. The Contractor's superintendent shall keep a mobile cell phone on his person so he can be contacted whenever necessary. Contractor shall employ only competent persons to do the work and whenever the Owner's Representative shall notify Contractor, in writing, that any person on the work appears to be incompetent, unfaithful, disorderly, or otherwise unsatisfactory, such person shall be removed from the project and shall not again be employed on it except with the written consent of the Owner's Representative. Contractor shall reimburse Owner for additional engineering and inspection costs incurred as a result of overtime work in. excess of the regular working horns 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 fullI 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, WTP 1 & 3 Wellfield Expansion Phase 11 Section Ill City of Clearwater Project #. 07-0037-UT General Conditions McKim & Creed Project A 0992-0190 111-13 I J 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. Lon shore 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. 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 :nights 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 inteixuption, 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; (i.i) loss or damage to the completed Project or part thereof caused by, arising out of or resulting from fire or other insured peril covered by any property insurance maintained on the completed Project or part thereof by the Owner during partial utilization, after- substantial. completion or after final payment. 6 CONTRACTORS RESPONSIBILITIES 6.1 SUPERVISION AND SUPERINTENDENCE Contractor shall supervise, inspect and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform. the WTP 1 & 3 Wellfield Expansion Phase 11 Section /it City of Clearwater Project #. 07-0037-UT General Conditions McKim & Creed Project A 0992-0190 111-12 1 5.2.1 WORKER'S COMPENSATION INSURANCE Contract Award Amount Under $1,000,000. Contract Award Amount $1,000,000. and Over (1) Workers' Compensation Statutory Statutory (2) Employer's Liability $500,000. $1,000,000. 5.2.2 PUBLIC LIABILITY AND PROPERTY DAMAGE COVERAGE Comprehensive General Liability including Premise/Operations; Explosion, Collapse and Underground Property Damage; Products/Completed Operations, Broad Form Contractual, Independent Contractors; Broad Form Property Damage; and Personal Injury liabilities: Contract Award Amount Contract Award Amount Under $1,000,000. $1,000,000. and Over (1) Bodily 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 Under $1.,000,000. Contract Award Amount $1,000,000. and Over (1) 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 WTP 1 & 3 Wellfield Expansion Phase 11 City of Clearwater Project #. 07-0037-UT McKim & Creed Project #: 0992-0190 Section lit General Conditions 111-11 t the requirements of these Contract Documents, the Contractor shall within five days after notice thereof substitute another Bond and surety, both of which must be acceptable to Owner. 5.2 INSURANCE Contractor shall purchase and, maintain such liability and other insurance as is appropriate for the Work being performed and furnished and as will provide protection from claims set forth below which may arise out of or result from Contractors 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 sinular employee benefit acts; (ii) Claims for damages because of bodily 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 profess:i.onal 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 corripl.eted 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) Narne 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: WTP 1 & 3 We/lfield Expansion Phase 11 Section 111 City of Clearwater Project #. 07.0037-UT General Conditions McKim & Creed Project #. 0992-0190 111-10 shown or indicated i11 the Contract Documents, (iii) coordination of the Work with the owners of such Underground Facilities during construction, and (iv) the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. The Contractor is required to call the LOCAL PUBLIC UTILITY NOTIFICATION CENTER prior to any excavation per State regulations and to notify any utility owners who are not a member of the LOCAL PUBLIC UTILITY NOTIFICATION CENTER prior to any excavation. The LOCAL PUBLIC UTILITY NOTIFICATION CENTER is an agency for the protection and location of utilities prior to any excavation and contact number is available in local telephone directory. 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 rake no changes or relocations without the prior written approval of the Owner and Engineer. Contractor shall report to Engineer- whenever any reference point is lost or destroyed or requires relocation because of necessary changes in grades or locations, and shall be responsible for the accurate replacement or relocation of such reference points by a surveyor, licensed in the State of Florida. The Contractor is referred to the Technical Specifications for more specific information regarding the provision of construction surveys. If a City survey crew is assigned to the project and there is excessive stake replacement caused by negligence of Contractor's forces after initial line and grade have been set, as determined by the Engineer, the Contractor will be charged at the rate of $100.00 per hour. Time shall be computed for actual time on the project. All time shall be computed in one-hour increments with a minimum charge of one hour. 5 BONDS AND INSURANCE 5.1 PERFORMANCE AND PAYMENT BOND/CONTRACT BOND Contractor shall, furnish a Performance and Payment Bond in an amount at least equal to the Contract Price as security for the faithful performance and payment of all Contractor's obligations under the Contract Documents. This bond shall remain in effect at least one year after the date when final payment becomes due, unless a longer period of time is prescribed by laws and regulations or by the Contract Documents. Contractor shall also l."urnish such other Bonds as are required by the Supplementary Conditions. All Bonds shall be in the form prescribed by the Contract Documents and shall be executed by such sureties as are named in the current list of Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published .in Circular 570 (amended) by the Audit Staff, Bureau of Government Financial Operations, U.S. Treasury Department. All bonds signed by an agent must be accompanied by a certified copy of such agents' authority to act. All bonds shall be deemed to contain all of the Conditions of Section 255.05, Florida Statutes, even if such language is not directly contained within the bond and the Surety shall be licensed and qualified to do business in the State of Florida. Owner reserves the right to reject any surety. If the Surety on any Bond furnished by the Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in any state where any part of the Project is located or it ceases to meet WTP 1 & 3 Welltield Expansion Phase H Section N City of Clearwater Project #. 07-0037-UT General Conditions McKim & Creed Project #. 0992-0190 111-9 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. 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 C13M 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: (1) the person who will have authority and responsibility for coordination of the activities among the various prime contractors will. be identified; (11) the specific matters to be covered by such authority and responsibility will be itemized; and (iii) the extent of such authority and responsibilities will be provided. Unless otherwise provided in the Supplementary Conditions. the Owner shall have sole authority and responsibility in respect of such coordination. 8 OWNERS RESPONSIBILITY Except as otherwise provided in these General Conditions, the Owner shall issue all. communications from the Owner to the Contractor through Owner's Representative. The Owner shall furnish the data required of the Owner under the Contract Documents promptly and shall make payments to Contractor promptly when they are due as provided in these General. Conditions. The Owner .is obligated to execute Change Orders as indicated in the Article on Changes In The Work. The Owner's responsibility in respect of certain inspections, tests, and approvals is set forth in the Article on Tests and Inspections. In connection with the Owner's right to stop work or suspend work, see the Article on Engineer may Stop the Work. The Article on Suspension of Work and Termination deals with the Owner's right to terminate services of Contractor under certain circumstances. Owner shall not supervise, direct or have control or authority over, nor be responsible for. Contractor's means, methods, techniques, sequences or procedures of construction or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the furnishing or performance of the Work. The Owner will not be responsible for Contractor's failu e to perform or furnish the Work in accordance with the Contract Documents. WTP 1 & 3 Wellfield Expansion Phase U Section 111 City of Clearwater Project #: 07-0037-UT General Conditions McKim & Creed Project #: 0992-0190 I11-25 I 9 OWNER REPRESENTATIVE'S STATUS DURING CONSTRUCTION 9.1 OWNERS REPRESENTATIVE Dependant of the project type, the Owner's Representative during the construction period will either be the Constriction Manager, the Engineer, or a designee of the Project's Owner. The duties, responsibilities and the limuitations 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. 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, RFl responses, Drawings or otherwise, as Engineer may determine necessary, which shall be consistent with the intent of and reasonably inferable from. Contract Documents. All other clarifications and interpretations of the Contract Documents shall be issued form the Owner's Representative. Such written clarifications and interpretations will be binding on the Owner and Contractor. If Contractor believes that a written clarification or interpretation justifies an adjustment in the Contract Price or the Contract Time and the parties are unable to agree to the amount or extent thereof, if any, Contractor may make a written claim therefore as provided in the Articles for Change of Work and Change of Contract Time. 9.3 REJECTING OF DEFECTIVE WORK The Owner's Representative or the Engineer will have authority to disapprove or reject Work which Owner's Representative or the Engineer believes to be defective, or that Owner's Representative or the Engineer believes will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. The Owner's Representative or the Engineer will also have authority to require special inspection or testing of the Work whether or not the Work is fabricated, installed or completed. 9.4 SHOP DRAWINGS, CHANGE ORDERS, AND PAYMENTS In com-section 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 WTP 1 & 3 Wellfield Expansion Phase It Section 111 City of Clearwater Project #; 07-0037-UT General Conditions McKim & Creed Project #. 0992-0190 111-26 [J I? 1 be referred initially to Owner's Representative in writing with a request for a formal decision in accordance with this paragraph. Written notice of each such claim, dispute or other matter will be delivered by the claimant to Owner's Representative and the other party to the Agreement promptly, but in no event later than thirty (30) days, after the start of the occurrence or event giving rise thereto, and written supporting data will be submitted to Owner's Representative and the other- party within sixty (60) days after the start of such occurrence or event unless Owner's Representative allows an additional period of time for the submission of additional or more accurate data in support of such claim, dispute or other matter. The opposing party shall su.brnit 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 written decision on such claim, dispute or other matter will be final and binding upon the Owner and Contractor unless (i) an appeal from Owner Representative's decision is taken within thirty (30) days of the Owner Representative's decision, or the appeal time which may be stated in a Dispute Resolution Agreement between Owner and Contractor for the settlement of disputes or (ii) if no such. Dispute Resolution Agreement has been entered into, a written notice of intention to appeal. from Owner Representative's written decision is delivered by the Owner or Contractor to the other and to Owner's Representative within thirty (30) days after the date of such decision and a formal proceeding is instituted by the appealing party in a forum of cornpetent 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 clai.rxr., 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 Conti-act 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 perfon-nance 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 WTP 1 & 3 Welifield Expansion Phase 11 Section Ill City of Clearwater Project #: 07-0037-UT General Conditions McKim & Creed Project A 0992-0190 111-27 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 famishing any of the work. Owner Representative's review of the final Application for Payment and accompanying documentation and all maintenance and operating instructions, schedules, guarantees, bonds and certificates of inspection, tests and approvals and other documentation required to be delivered by the Contractor will only be to determine generally that their content complies with the requirements of the Contract Documents and, in the case of certificates of inspections, tests and approvals that the results certified indicate compliance with the Contract Documents. The limitations upon authority and responsibility set :forth in this paragraph shall also apply to W Owner Representative's CEI, the Engineer's Consultants, and assistants. 10 CHANGES IN THE WORK Without invalidating the Agreement and without notice to any surety, the Owner may, at any time or from time to tune, 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 are 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 eme7.gency 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, are appeal may be taken from any such decision in accordance with the provisions of the Contract Documents and applicable WTP 1 & 3 Wellfield Expansion Phase H Section 111 City of Clearwater Project #. 07-0037-UT General Conditions McKim & Creed Project #. 0992-0190 111-28 I Laws and Regulations, but during any such appeal, Contractor shall carrv on the Work and adhere to the progress schedule as provided in the article for Continuing the Work. If notice of any change affecting the general scope of the work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time) is required by the provisions of any Bond to be given to a surety, the giving of any such notice will be Contractor's responsibility, and the amount of each applicable Bond will be adjusted accordingly. ' 11 CHANGES IN THE CONTRACT PRICE 11.1 CHANGES IN THE CONTRACT PRICE The Contract Price constitutes the total compensation (subject to authorized adjustments) payable to Contractor for performing the Work. All duties, responsibilities and obligations assigned to or undertaken by Contractor shall be at Contractor's expense without change in the Contract Price. The Contract Price may only be adjusted by a Change Order or by a Written Amendment. Any claim for an adjustment in the Contract Price shall be based on a written notice of claim stating the general nature of the claim, to be delivered by the party making the claim to the other party and to Owner's Representative or promptly (but in no event later than thu-ty days) 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 anlounts to which the claimant is entitled as a result of said occurrence or event. No claim for an adjustment in the Contract Price will be valid if not submitted in accordance with this paragraph. The value of any Work covered by a Change Order or of any claim for an adjustment in the Contract Price will be determined as follows: (i) where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (ii) where the Work involved is not covered by unit prices contained. in the Contract Documents, by a mutually agreed lump sum (which may include an allowance for overhead and profit), (iii) where the Work is not covered by unit prices contained in the Contract Documents and agreement is reached to establish unit prices for the Work. Where the work involved is not covered by unit prices contained in the Contract Documents and where the Owner's Representative, the Owner, the Engineer, the Engineer's Consultant, and Contractor cannot mutually agree on a hump 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. WTP 1 & 3 Wellfield Expansion Phase H Section 111 City of Clearwater Project #. 07-0037-UT General Conditions McKim & Creed Project #: 0992-0190 111-29 3. Rental or equivalent rental costs of equipment, including necessary transportation costs if specifically used for the WORK. The rental rates shall not exceed the current rental rates prevailing in the locality or as defined in the rental Rate Blue Book for Construction Equipment (a.k.a. DataQuest Blue Book). The rental rate is defined as the full-unadjusted base rental rate for the appropriate item of construction equipment and shall cover the costs of all fuel, supplies, repairs, insurance, and other costs associated with supplying the equipment for work ordered. Contractor-owned equipment will be paid ;for- the duration of ti.tne required to complete the work. Utilize lowest cost combination of hourly, daily, weekly, or monthly rates. Do not exceed estimated operating costs given in Blue Book. Operating costs will not be allowed for equipment on stand--by. 4. Additional costs for Bonds, Insurance if required by the City of Clearwater. The following fixed fees shall be added to the costs of the duetted work performed by the Contractor or Subcontractor. A. A fixed fee of fifteen percent (15%) shall be added to the costs of Item 1 above. If work is performed by a subcontractor, the Contractor's fee shall not exceed five percent (5%), and the subcontractor's fee shall not exceed ten percent (10%). B. A fixed fee of ten percent (10%) shall be added to the costs of Item 2 above. C. No markup shall be added to the costs of Items 3 and 4. The fixed fees shall be considered the full compensation for all cost of general supervision, overhead, profit, and other general expense. 11.2 ALLOWANCES AND FINAL CONTRACT PRICE ADJUSTMENT It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be furnished and performed for such sums as may be acceptable to Owner and Engineer. Contractor agrees that: (i) the allowances include the cost to Contractor (less any applicable trade discounts) of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and (ii) Contractor's costs for unloading and handling on the site, labor, installation costs, overhead, profit and other expenses contemplated for the allowances have been included in the Contract Price and not ]it 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 tunes 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 put-pose of comparison of WTP 1 & 3 Wellfield Expansion Phase ll Section 111 City of Clearwater Project #: 07-0037-UT General Conditions McKim & Creed Project #. 0992-0190 111-30 El 1i Bids and determining an initial Contract Price. Deterzninati.ons of the actual quantities and classifications of Unit Price Work performed by Contractor will. be made by Owner's Representative. Each unit price wil l be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. The Owner or Contractor may make a claim for an adjustment in the Contract Price if: (i) the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Contract Documents; and (ii) there is no corresponding adjustment with respect to any other itern of Work; and (iii.) if Contractor believes that Contractor is entitled to an increase in Contract Price as a result of having incurred additional expense or the Owner believes that the Owner is entitled to a decrease in Contract Price and the parties are unable to agree as to the amount of any such increase or decrease. On unit price contracts, Owner endeavors to provide adequate unit quantities to satisfactorily complete the construction of the project. It is expected that in the normal course of project construction and completion that not all unit quantities will. be used in their entirety and that a finalizing change order which adjusts contract unit quantities to those unit quantities actually used in the construction of the project will result in a net decrease from the original Contract Price. Such reasonable deduction of 'final Contract Price should be anticipated by the Contractor in his original bid. 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 clairn Tor an adjustment in the Contract Time (or Milestones) will be valid if not submitted in accordance with the requirements of this paragraph. All time limits stated in the Contract Documents are of the essence of the Agreement. Where Contractor is prevented from completing any part of the work within the Contract Time (or Milestones) due to delay beyond the control of Contractor, the Contract Time (or Milestones) may be extended in an amount equal to the time lost due to such delay if a claim is made therefore as provided in the article for Changes in the Work. Delays beyond the control of Contractor shall. include, but not be limited to, acts by the Owner, acts of utility owners or other contractors performing other work as contemplated by the article for Other Work, fires, floods, epidemics, abnormal weather conditions or acts of God. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. WTP 1 & 3 Wellfield Expansion Phase 1l Section 111 City of Clearwater Project #: 07-0037 UT General Conditions McKim & Creed Project #: 0992-0190 111-31 Where Contractor is prevented from completing any part of the Work within the Contract Times (or Milestones) due to delay beyond the control of both the Owner and Contractor, an extension of the Contract Time (or Milestones) in an amount equal to the time lost due to such delay shall be Contractor's sole and exclusive remedy for such delay. In no event shall the Owner be liable to Contractor, any Subcontractor, any Supplier, any other person, or to any surety for or employee or agent of any of them, for damages arising out of or resulting from (i) delays caused by or within the control of Contractor, or (ii) delays beyond the control of both parties including but not limited to fires, floods, epidemics, abnormal weather conditions, acts of God or acts by utility owners or other contractors performing other work as contemplated by paragraph for Other Work. 13 TESTS AND INSPECTIONS, CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.1 TESTS AND INSPECTION Contractor shall give Owner's Representative and Engineer timely notice of readiness of the Work for all required inspections, tests or approvals, and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. Contractor shall employ and pay for the services of an independent testing laboratory to perform all inspections, tests, or approvals required by the Contract Documents. The costs for these inspections, tests or approvals shall be bonne by the Contractor except as otherwise provided in the Contract Documents. If Laws or Regulations of any public body having jurisdiction require any Work (or part thereof) specifically to be inspected, tested or approved by an employee or other representative of such public body including all Owner Building Departments mid 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 pen-nit and. impact fees will be waived. Contractor shall also be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests or approvals required for Owner's and Engineer's acceptance of materials or equipment to be incorporated in the Work, or of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation of the Work. If any Work (or the work of others) that is to be inspected tested or approved is covered by Contractor without written concurrence of Owner's Representative, it mast, if requested by Owner's .Representative, be uncovered for observation. Uncovering Work as provided in this paragraph shall be at Contractor's expense unless Contractor has given Owner's Representative and Engineer timely notice of Contractor's intention to cover the same and Owner's Representative has not acted with reasonable promptness in response to such notice. 13.2 UNCOVERING THE WORK If any Work is covered contrary to the written request of Owner's Representative, it must, if requested by Owner's Representative, be uncovered for Owner Representative's observation and replaced at Contractor's expense. WTP 1 & 3 Wellfield Expansion Phase 9 Section Ill City of Clearwater Project #. 07-0037-UT General Conditions McKim & Creed Project #. 0992-0190 111-32 C r I If Owner's Representative considers it necessary or advisable that covered Work be observed by Owner's Representative or inspected or tested by others, Contractor, at Owner .Representative's request, shall. uncover, expose or otherwise make available for observation, inspection or testing as Engineer or Owner's Representative may require, that portion of the Work in question, furnishing all necessary labor, material and equipment. If it is found that such Work is defective, Contractor shall pay all claims, costs, losses and damages caused by, arising out of or resulting from such uncovering, exposure, observation, inspection and testing and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); and the Owner shall be entitled to an appropriate decrease in the Contract Price for the costs of the investigation, and, if the parties are unable to agree as to the amount thereof, may make a claim therefore as provided in the article for Change in Contract Price. If, however, such Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time (cr 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 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 requixed by Engineer or Owner's Representative, Contractor shall promptly, as directed, either correct all defective Work, whether or not fabricated, installed or completed, or, if the Work has been rejected by Engineer or Owner's Representative, remove it from the site and replace it with Work that is not defective. Contractor shall pay all claims, costs, losses and damages caused by or resulting from such correction or removal (including but not limited to all costs of repair or replacement of work of others). 13.5 WARRANTY/CORRECTION PERIOD If within one year after the date of Substantial Completion or such longer period of time as may be prescribed by Laws or Regulations or by the terms of any applicable special guarantee required by the Contract Documents or by any specific provision of the Contract Documents, any Work is found to be defective, Contractor shall promptly, without cost to the Owner and in accordance with the Owner's written instructions; (i) correct such defective Work, or, if it has been rejected by the Owner, remove it from the site and replace it with Work that is not defective ' and (ii) satisfactorily correct or remove and replace any damage to other Work or the work of others resulting therefrom. If Contractor does not promptly comply with the terms of such WTP 1 & 3 Wellfield Expansion Phase 11 Section 111 City of Clearwater Project #. 07-0037-UT General Conditions McKim & Creed Project #: 0992-0190 111-33 instructions, or in an emergency where delay would cause serious risk of loss or damage, the Owner may have the defective Work corrected or the rejected. Work removed and replaced, and all claims, costs, losses and damages caused by or resulting from such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. In special circumstances where a particular item of equipment is placed in continuous service before Final Completion of all the Work, the correction period for that item may start to run from an earlier date if specifically and expressly so provided in the Specifications or by Written ?I Amendment. Where defective Work (and damage to other Work resulting therefrrorn) has been corrected, removed or replaced under this paragraph the correction period hereunder with respect to such Work will be extended for an additional period of one year after such correction or removal and replacement has been satisfactorily completed. 13.6 ACCEPTANCE OF DEFECTIVE WORK If, instead of requiring correction or removal and replacement of defective Work, the Owner prefers to accept it, the Owner may do so. 11 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 recomrrrendation 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 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 recorm-nendation 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 falls to comply with any other provision of the Contract Documents, the Owner may, after seven days' written notice to Contractor, correct and remedy any such deficiency. In exercising the rights and remedies under this paragraph the Owner shall proceed expeditiously. In connection with such corrective and remedial action, the Owner may exclude Contractor from all or part of the site, take possession of all or part of the Work, and suspend Contractor's services related thereto, and incorporate in the Work all xnateri.al.s an.d 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 WTP 1 & 3 Wellfield Expansion Phase 11 section ll1 City of Clearwater Project A 07-0037-UT General Conditions McKim & Creed Project #: 0992-0190 111-34 1 charged against Contractor and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and the Owner shall be entitled to an appropriate decrease in the Contract Price, and, if the parties are unable to agree as to the amount thereof, the Owner may make a claim therefore as provided in the article for Change of Contract Price. Such claims, costs, losses and damages will. include but not be limited to all costs of repair or replacement of work of others destroyed or damaged by correction, removal or replacement of Contractor's defective Work. Contractor shall not be allowed an extension of the Contract Time (or Milestones) because of any delay in the performance o:f the Work attributable to the exercise by the Owner of the Owner's rights and remedies hereunder. 14 PAYMENTS TO CONTRACTOR AND COMPLETION 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 coveting 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 Docrnnents. 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 acceptance of the Work covered in the Contract Documents. No progress payment shall be construed to be acceptance of any portion of the Work under contract. The Contractor shall review with the Engineer or the Construction Inspector all quantities and work for which payment is being applied for and reach agreement prior to submittal of an Official Pay Request. The Engineer or the Construction Inspector will verify that the on-site marked up as-built drawings are up to date with the work and are in compliance with the Contract Documents. In addition to all other payment provisions set out in this contract, the Owner's Representative may require the Contractor to produce for Owner, within fifteen (15) days of the approval of any progress payment, evidence and/or payment affidavit that all subcontractors and suppliers have been paid any sum. or sums then clue. A failure on the park of the contractor to provide the report as required herein shall result in further progress or partial payments being withheld until the report is provided. 14.2 CONTRACTOR'S WARRANTY OF TITLE Contractor warrants and guarantees that title to all Work, materials and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to the Owner no later than the time of payment, free and clear of liens. No materials or supplies for the Work shall be purchased by Contractor or Subcontractor subject to any chattel mortgage or under a conditional sale contact or other agreement by which an interest is retained by the seller. WTP 1 & 3 Wellfield Expansion Phase 11 Section Ill City of Clearwater Project #_ 07-0037-UT General Conditions McKim & Creed Project #= 0992-0190 111-35 Contractor warrants that he has good title to all materials and supplies used by trim 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 furrlisher'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 Owenr'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 Owner's Representative will within twenty (20) days after receipt of each Application for payment, either indicate a recommendation of payment and present Application to the Owner, or return the Application to Contractor indicating Owner Representative's reasons for refusing to recommend payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. Owner's Representative may refuse to recommend the whole or any part of any payment to Owner. Owner's Representative may also refuse to reco.rnmend 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 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 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 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 I' events described in this paragraph. The Owner shall give Contractor- immediate notice of refusal to pay with a copy to the Owner's Representative, 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. WTP 1 & 3 Wellfield Expansion Phase 1l Section ll1 City of Clearwater Project #: 07-0037=UT General Conditions McKim & Creed Project #. 09920190 111-36 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 puipose 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 pout of the Work is substantially complete and request Owner's Representative to issue a certificate of Substantial Completion for that part of the Work. Contractor at any time may notify Owner, Owner's Representative, and Engineer in writing that Contractor considers any such part of the Work ready for its intended use and substantially complete and request Owner's Representative to issue a certificate of Substantial Completion for that part of the Work. Within a reasonable time after either suclx request, Owner, Contractor, Owner's Representative, and Engineer shall make an inspection of that part of the Work to detennine its status of completion. If Engineer does not consider that part of the Work to be substantially complete, Engineer will notify Owner, Owner's Representative, and Contractor in writing giving the reasons therefore. If Engineer considers that part of the Work to be substantially complete, the provisions of the articles for Substantial Completion and Partial Utilization will apply with respect to certification of Substantial Completion of that part of the Work and the division of responsibility in respect thereof and access thereto. 14.5 FINAL INSPECTION Upon written notice from Contractor that the entire Work or an agreed portion thereof is complete, Owner's Representative will make a final. inspection with Engineer, Owner and Contractor and will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. The Owner's Representative will produce a final punch list and assign a date for this work to be completed. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. 14.6 FINAL APPLICATION FOR PAYMENT After Contractor has completed all such corrections to the satisfaction of Owner's Representative and has delivered in accordance with the Contract Documents all maintenance and operating instructions, As-bullt/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 snake application for final payment following the procedure for progress payments. The final. Application for Payment shall be accompanied (except as previously delivered) by: (I) all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by paragraph for Bonds and Insurance, (ii) consent of the surety, if any or if necessary, to finial payment, and (iii) complete and legally effective releases or waivers (satisfactory to the Owner) of all Liens arising out of or filed in WTP 1 & 3 Wellfield Expansion Phase 11 Section 111 City of Clearwater Project #: 07-0037-UT General Conditions McKim & Creed Project #: 09920190 111-37 connection with the Work. In lieu of such releases or waivers of Liens and as approved by the Owner, Contractor may furnish receipts or releases in full and an affidavit of Contractor that: (i) the releases and receipts include all labor, services, material and equipment for which a Lien could be filed, and (ii) all payrolls, material and equipment bills and other indebtedness connected with the Work for which the Owner or the Owner's property might in any way be responsible have been paid or otherwise satisfied. If any Subcontractor or Supplier fails to furnish such a release or receipt in full, Contractor may furnish a Bond or other collateral satisfactory to the Owner to indemnify the Owner against any Lien. Prior to application for final payment, Contractor shall clean and remove from the premises all surplus and discarded materials, rubbish, and temporary structures, and shall restore in an acceptable manner all property, both public and private, which has been damaged during the prosecution of the Work, and shall leave the Work in a neat and presentable condition. 14.7 FINAL PAYMENT AND ACCEPTANCE If through no fault of Contractor, final completion of the Work is significantly delayed and if Owner's Representative so confiiins, the Owner shall, upon receipt of Contractor's final Application for payment and recommendation of Owner's Representative, and without terminating the Agreement, mare payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by the Owner for Work not fully completed or corrected is less than the retainage stipulated in the Agreement, and if Bonds have been furnished as required in paragraph for Bonds and Insurance, the written consent of the surety to the payment of the balance due for that portion of the Work fully completed and 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, Engineer- 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 WTP 1 & 3 Wellfield Expansion Phase 11 Section 111 City of Clearwater Project #. 07-0037-UT General Conditions McKim & Creed Project A 0992-0190 111-38 I Contract Documents; and a waiver of all claims by Contractor against the Owner other than those previously made in writing and still unsettled. 15 SUSPENSION OF WORK AND TERMINATION 15.1 OWNER MAY SUSPEND THE WORK At any time and without cause, Owner's Representative may suspend the Work or any portion thereof for- a period of not more than ninety (90) days by notice in writing to Contractor, which will fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. Contractor shall be allowed an adjustment in the Contract Price or an extension of the Contract Times, or both, directly attributable to any such suspension if Contractor makes an approved claim therefore as provided in the articles for Change of Contract Price and Change of Contract Time. 15.2 OWNER MAY TERMINATE Upon the occurrence of any one or more of the following events; if Contractor persistently fails to perform. the work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment or failure to adhere to the progress schedule as adjusted from time to time); if Contractor disregards Laws and Regulations of any public body having jurisdiction; if Contractor disregards the authority of Owner's Representative; if Contractor otherwise violates in any substantial way any provisions of the Contract Documents; or if the Work to be done under this Contract is abandoned, or if this Contract or any part thereof is sublet, without the previous written consent of the Owner, or if the Contract or any claim thereunder Is assigned by Contractor otherwise than as herein specified, or at any time Owner's Representative certifies in writing to the Owner that the rate of progress of the Work or any part thereof is unsatisfactory or that the work or any part thereof is unnecessarily or unreasonably delayed. The Owner may, after giving Contractor- (and the surety, if any), seven days' written notice and, to the extent permitted by Laws and Regulations, terminate the services of Contractor, exclude Contractor from the site and take possession of the Work and of all Contractor's tools, appliances, construction equipment and machinery at the site and use the sarne to the frill 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 froin 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 provided that when exercising any Owner's Representative incorporated in a Change Order, WTP 1 & 3 Wellfield Expansion Phase 11 Section 111 City of Clearwater Project #_ 07-0037-UT General Conditions McKim & Creed Project #. 0992-0190 111-39 rights or remedies under this paragraph the Owner shall not be required to obtain the lowest price for the Work. performed. Where Contractor's services have been so terminated by the Owner, the termination will not affect any fights 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 terfxriflation, including fair and reasonable sums for overhead and profit on such Work; for expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; for a.ll claims, costs, losses and damages incurred in settlement of terminated contracts with Subcontractors, Suppliers and others; and for reasonable expenses directly attributable to termination. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. 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 frorn 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 deteranined 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. WTP 1 & 3 Wellfield Expansion Phase ll Section 111 City of Clearwater Project A 07-0037-UT General Conditions McKim & Creed Project A 09920190 111-40 1 16 DISPUTE RESOLUTION If and to the extent that the Owner and Contractor have agreed. on the method and procedure for resolving disputes between them that may arise under this Agreement, such dispute resolution method and procedure will proceed. If no such agreement on the method and. procedure for resolving such disputes has been reached, subject to the provisions of the article for Decisions on Disputes, the Owner and Contractor may exercise such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulations in respect of any dispute provided, however, that nothing herein shall require a dispute to be subm.ifted 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 deternzined by the Owner's Representative subject to the approval of Owner. 17.2 GIVING NOTICE Whenever any provision of the Contract Documents requires the giving of written notice, notice will be deemed to have been validly given if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended, or if delivered or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. 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 xrlade in writing to the other party within a reasonable time of the first observance of such injury or damage. The provisions of this paragraph shall not be construed as a substitute for or a waiver of the provisions of any applicable statute of limitations or repose. 17.4 PROFESSIONAL FEES AND COURT COSTS INCLUDED Whenever reference is made to "claims, costs, losses and damages," the phrase shall include in each case, but not be limited to, all :fees and charges of engineers, architects, attorneys and other professionals and all court or other dispute resolution costs. 17.5 ASSIGNMENT OF CONTRACT The Contractor shall not assign this contract or any part thereof or any rights thereunder without the approval of Owner, nor without the consent of surety unless the surety has waived its rights to notice of assignment. WTP 1 & 3 Wellfield Expansion Phase ll Section lit City of Clearwater Project #. 07-0037-UT General Conditions McKim & Creed Project A 0992-0190 111-41 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 ContractorNerndor. 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. 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. 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 wi„ll, goveun. 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 WTP 1 & 3 Wellfield Expansion Phase II Section Ill City of Clearwater Project #. 07-0037-UT General Conditions McKim & Creed Project A 0992-0190 I11-42 t 11 t L the following information about the proposed construction work and the Contractor performing the work: City seal or logo; the scheduled date for the start of construction; the type of construction; general sequence and. scheduling of construction events; possibility of water service disruption and/or colored water due to construction efforts; Contractor's name, the Superintendent's name, Contractor address and telephone number; Contractor's company logo (optional); requirement for residents to remove landscaping and/or other private appurtenances which are in conflict with the proposed construction; and other language as appropriate to the scope of Contract work. Sample door hanger including proposed language shall be approved by the City prior to the start of construction. Notification shall be printed on brightly colored and durable card stock and shall. be a minimum of 4-1/4 by 11 inches in size. Notification (door hanger) shall be posted to residences and businesses directly affected by the Contractor's activities no later than seven (7) days prior to the start of construction activity. Directly affected by the Contractor's activities shall mean all Contractor operations including staging areas, equipment and material storage, principal access routes across private property, etc. Contractor cannot start without proper seven (7) day notice period to residents. Contractor is required to maintain sufficient staff to answer citizen inquiries during normal business hours and to maintain appropriate message recording equipment to receive citizen inquires after business hours. Resident notification by the Contractor is a non-specific pay item to be included in the bid items provided in the contract proposal. 22.2 EXAMPLE CITY SEAL Of CITY OF CLEARWATER NOTICE OF CONSTRUCTION TODAY'S DATE: PLEASE EXCUSE US FOR ANY INCONVENIENCE We are the construction contractor performing (state type of contract) for the City of Clearwater in your area. The work will be performed in the public right-of-way adjacent to your property. This notice is placed a minimum of seven (7) days in advance of construction to notify property owners of the pending start of construction. (Brief description of'the construction process to be expected by the property owners) The construction process may necessitate the removal of certain items from the right-of-way. Typical items such as sprinklers, grass, and postal approved mailboxes will be replaced by the contractor within a reasonably short period of time. The replacement of driveways and sidewalks will, be made using standard asphalt or concrete materials. The property owner is responsible for the expense and coordination to replace driveways and sidewalks which have customized colors, textures and/or materials. Small trees, shrubs, landscaping nn.aterials, 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. WTP 1 & 3 Wellfield Expansion Phase H Section 111 City of Clearwater Project #: 07-0037-UT General Conditions McKim & Creed Project #: 0992-0190 11143 We are available to answer any questions you ruay have regarding the construction process or any particular item that must be relocated. Please contact our Construction Superintendent 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 N, ARTICLE 1.1. - SCOPE DESCRIPTION. 23.2 TYPE OF PROJECT SIGN, FIXED OR PORTABLE Sign type shall be "fixed" on stationary projects and "portable" on projects which have extended locations or various locations. The particular wording to be used on the signs will be determined after contract award has been approved. Contractor will be provided the wording to be used on sign at the preconstruction conference. 23.3 FIXED SIGN Fixed sign shall be 4--foot by 6-foot (4'x6') in size and painted on a sheet of exterior grade plywood of the same size and a minimum thickness of 1/2-inches. Sign shall be attached to a minimum of two (2) 4-inch by 4-inch (4"x4") below grade pressure treated (P.T.) wooden posts and braced as necessary for high winds. Posts shall be long enough to provide secure anchoring in the ground. Bottom of sign must be a m.i.nimum 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 ?-l Portable sign shall be a minimum of 24-inches by 30-inches (24"00") 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 silk-screen or vinyl lettering. Portable sign shall be two signs located and attached to each side of the traffic barricade. WTP 1 & 3 Wellfield Expansion Phase ll Section Ill City of Clearwater Project #. 07-0037-UT General Conditions McKim & Creed Project #. 09920190 111-44 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 wil l 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. 23.8 TYPICAL PROJECT SIGN WTP 1 & 3 Wellfield Expansion Phase 11 Section 111 City of Clearwater Project #: 07-0037-UT General Conditions McKim & Creed Project #: 0992-0190 111-45 6 ' } PROJECT NAME (CONTRACT NUMBER) (DEPARTMENT NAME) PROJECT CONTRACTOR: COMPLETION DATE: FUNDING: OWNER'S REPRESENTATIVE: V water U I ? ? 1 24 AWARD OF CONTRACT, WORK SCHEDULE AND GUARANTEE It will be required that the work will commence not later than ;five (5) calendar days after- the Engineer gives written notice to proceed (NTP), which notice shall, be given as outlined in Article 2 of these General Conditions. It is further required that all work within this contract be completed within the indicated number of consecutive calendar days as determined in SECTION IV, ARTICLE, 1.1 - SCOPE DESCRIPTION. Contract date to commence at issuance of notice to proceed.. If the Contractor fails to complete the work within the stipulated time, the City will retain the amount stated in the Contract, per calendar day, for each day that the contract remains incomplete. The work shall be discontinued on Saturdays, Sundays, and approved Holidays. If it becomes necessary for the WTP 1 & 3 Wellfield Expansion Phase 11 City of Clearwater Project #: 07-0037-UT McKim & Creed Project #; 0992-0190 Section 111 General Conditions 111-46 f 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 Contractor shall pay the City of Cleai water, 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. 7 WTP 1 & 3 Wellfield Expansion Phase 1l Section 111 City of Clearwater Project #_ 07-0037-UT General Conditions McKim & Creed Project #_ 0992-0190 111-47 1 SECTION Illa SUPPLEMENTARY GENERAL CONDITIONS The General Conditions of the Construction Contract; Articles 1. through 17 inclusive; are a part of this contract. The following supplements modify, change, delete from or add to the General Conditions of the Construction Contract. Where any article of the General Conditions is modified or any paragraph, subparagraph or clause thereof is modified or deleted by these supplements, the unaltered provisions of that article, paragraph, subparagraph or clause shall remain in effect. MODIFICATIONS TO GENERAL CONDITIONS ARTICLE 2 - PRELIMINARY MATTERS 2.3 COMMENCEMENT OF CONTRACT TIME; NOTICE TO PROCEED; STARTING THE PROJECT t 2.3.1 The Contract shall be substantially completed within 330 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, piping system disinfection, bacteriological sampling and testing, record drawings, FDEP clearance and sinri.lar items. The following items need not be completed for Substantial Completion: a. Sodding b. Landscaping c. Final clean-up and restoration. d_ Final application for payment and final acceptance. 2.3.3 All work in the Contract shall be completed and ready for final payment in accordance with paragraph 14.6 of the General Conditions within 360 calendar days after the date when the Contract Time commences to run. 2.3.4 The Contractor shall schedule his pipe installation work i.n accordance with the proposed Sequence of Work listed in Section 01010 of the Supplemental Technical Specifications. WTP 1 & 3 Wellfield Expansion Phase 11 Section Ilia City of Clearwater Proeect #.' 07-0037-UT Supplementary General Conditions McKim & Creed Project #: 0992-0190 Illa-1 I ARTICLE 4 - AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS, REFERENCE POINTS 4.2.1 Subsurface investigation has been conducted along the pipeline route by Nodarse and Associates, Inc. The reports will be available for review during the bidding phase for information, but are not a warranty of subsurface condition. 4.2.2 Bidder shall visit the site of the work and acquaint himself with all existing conditions. Prior to bidding, bidder may make his own subsurface investigations to satisfy himself as to site and subsurface conditions. ARTICLE 14. PAYMENTS TO CONTRACTOR AND COMPLETION 14.1 Application for Progress Payment: Add the pay application format shall be the City's A.I.A :format. The City will provide an electronic copy of the acceptable format. No other type will be reviewed. END OF SUPPLEMENTARY GENERAL CONDITIONS WTP 1 & 3 Welifield Expansion Phase II Section Ilia City of Clearwater Proejct A 07-0037-UT Supplementary General Conditions McKim & Creed Project #: 0992-0190 1IIa-2 SECTION IV TECHNICAL SPECIFICATIONS Table of Contents: 1 SCOPE OF WORK ...........................................................................................................1 L I SCOPE DESCRIPTION .------•--------------------------------------------------------------------------------------- -- 1. 1.2 SCOPE OF WORK CHECKLIST.. . - ........................................................................... .. 2 2 FIELD ENGINEERING • .....................................................................•........................... 3 2.1 LINE AND GRADE SHALL BE PERFORMED BY THE CONTRACTOR ............. .. 3 2.1.1 GRADES, LINES AND LEVELS ............... ---------- ----...... . . 3 2. 1.2 LAYOUT DATA ----•- --------------------------- -------------------------------------------------------------------- 4 2.2 LINE AND GRADE SHALL BE PERFORMED BY THE CITY ............................... .. 4 3 DEFINITION OF TERMS ............................................................................................... 4 3.1 REFERENCE STANDARDS --------------------------------------------------------------------------------------- -- 4 3.2 ABBREVIATIONS AND SYMBOLS ......................................................................... .. 4 4 ORDER AND LOCATION OF THE WORK .............................................................. .. 6 5 EXCAVATION FOR UNDERGROUND WORK ........................................................ .. 6 6 CONCRETE ........................................•---.........................................---............................ ..7 7 EXCAVATION AND FORMS FOR CONCRETE WORK ........................................ .. 7 7.1 EXCAVATION.-•----------------------------------- ----------------------------------------------------------------------- -- 7 7.2 FORMS -------------------------------_..------------------------------------ --- 8 S REINFORCEMENT ....................................................................................................... ..8 8.1 BASIS OF PAYMENT .............•----------------....--------......---------------........... 8 9 OBSTRUCTIONS ...................••----------............................................................................ ..8 10 RESTORATION OR REPLACEMENT OF DRIVEWAYS, CURBS, SIDEWALKS AND STREET PAVEMENT ............................................................................................ 8 1.1 WORK IN EASEMENTS OR PARKWAYS .................................................................. 9 12 DEWATERING .................................................................................................................9 12.1 GENERAL -------------------------------- ----------------------------------------------------------------------------------- -- 9 12.2 PERMIT REQUIREMENTS ------------------------- ---------------- 10 12 .2.1 DEWATERING CONTROL----------------------------------------------------------------------------------- 10 12 .2.2 GENERIC PERMIT FOR THE DISCHARGE OF PRODUCED GROUND WATER FROM ANYNON- CONTAMINATED SITE ACTIVITY... ... __ ................. 10 13 SANITARY MANHOLES ..................•--........................................................•--.............. 13 13.1 BUXLT UP TYPE --------------------------------------- ------------------------------------------------------------------ 13 13.2 PRECAST TYPE..-.. ............................-----•---- .............................................. 13 13 .2.1 MANHOLE AD.I USTMENT RINGS (GRf1 DE RINGS) ........................................ 14 WTP 1 & 3 Wellfield Expansion Phase 11 Section IV City of Clearwater Project #. 07-0037-UT Technical Specifications M&C Project #- 0992-0190 Il/ i 13.3 DROP MANHOLES .................... --•------................... --•--............... -••---........................ .. 14 13.4 FRAMES AND COVERS ............. --................................................ -------------------------- 14 13.5 MANHOLE COATINGS ............................. ................ -----.................. -----................... . 1.4 13.6 CONNECTIONS TO MANHOLES --------------- ----------------------------------------------- ------------ - 1.4 14 BACK FILL ..................................................................................................................... .14 15 STREET CROSSINGS, ETC ........................................................................................15 16 RAISING OR LOWERING OF SANITARY SEWER, STORM DRAINAGE STRUCTURES ................................................................................................................15 16.1 BASIS OF PAYMENT ............ -.............................. -•----................ ............................ -- - 15 17 UNSUITABLE MATERIAL REMOVAL .....................................................................1S 17.1 BASIS OF MEASUREMENT ....................................................... ..... ................ ......... 15 17.2 BASIS OF PAYMENT ............... -•--............................ -..................... --........................ 16 18 UNDERDRAINS .............................................................................................................16 18.1 BASIS OF MEASUREMENT ............................ •-........................ -•-.---......................... .16 18.2 BASIS OF PAYMENT ....................... -.................................. ---.................. .................. 16 19 STORM SEWERS .......................................................................................................... 17 19.1 AS BUILT INFOR.MATION.................... ------..... ------------------------ -------------------------------- 17 19.2 TESTING ----------------------------------- ----------------------------------------------------- ---------------------------- 17 19.3 BASIS OF PAYMENT ------------------------------ ------------------------------- .......................... •-...... 17 20 SANITARY SEWERS AND FORCE MAINS .............................................................. 18 20.1 MATERIALS ---------------------------------------------------------------------- ----------------- 18 20.1.1 GRAVITYSEWER PIPE------------------------ ..................... -------............................. -- 18 20.1.2 FORCE MAIN PIPE ............................................................................................ 78 20.2 INSTALLATION .................. ----............................. ---....................... ••............................ 18 20.2.1 GRAVITY SEWER PIPE ................. ....... .......................................................... 18 20.2.2 FO.RCEMAINPIPE------.... ----- -----------------------•--............------------........................... 19 20.3 AS BUILT DRAWINGS ------------------------------------------------------- --------------------------------------- 19 20.4 TESTING ---------------------------------------------------------------------------------------------------------------------- 1.9 20.4.1 TESTING OF GRAVITYSEWERS ........................................................................ 19 20.4.2 TESTING OF FORCE MAINS------------------------------------------------------------------------------ 20 20.5 BASIS OF PAYMENT ------------------------------------------------------------------------------------------------- 20 20.5.1 GRAVITY SEWER PIP.E------------------------------------- ....................... ....................... 20 20.5.2 FORCEMAINPIPE................. -.................................. ---- .......................... ---- 20 21 DRAINAGE ..................................................................................................................... 20 22 ROADWAY BASE AND SUBGRADE .......................................................................... 20 22.1 BASE ....................... --............................................................. ---........................... ----- -- 20 22.1.7 BASIS OF MEASUREMENT FOR BASE AND REWORKED BASE ................... 22 22.1.2 BASIS OF PAYMENT FOR BASE AND REWORKED BASE.. ............................. 22 22.2 SUBGRADE --- - 22 22.2.1 BASIS OF MEAS UREMENT .............................................•-•--------------.................. 23 WTP 1 & 3 Wellfield Expansion Phase I/ Section IV City of Clearwater Project #. 07-0037-UT Technical Specifications M&C Project A 0992-0190 IV-ii w 1 22.2.2 BASIS OF PAYMENT------- -------------------------------------------------------------- ---------- ---------- 23 23 ASPHALTIC CONCRETE MATERIALS ................................................................... 23 23.1 ASPHALTIC CONCRETE ................................................................ ........ 23 23.1.1 AGGREGATE ........................................................................................................ 23 23.1.2 BITUMINOUS MATERIALS .... -------------------------------------------------- 23 23.2 HOT BITUMINOUS MIXTURES - PLANT, METHODS, EQUIPMENT & QUALITY ASSURANCE------------------------------------------------------------- ------------------------------ 23 23.3 ASPHALT MIX DESIGNS AND TYPES..........____ ------------------------...................... 24 23.4 ASPHALT PAVEMENT DESIGNS AND LAYER THICKNESS ............................... 24 23.5 GENERAL CONSTRUCTION REQUIREMENTS._........ ......................................... 25 23.6 CRACKS AND POTHOLE PREPARATION .......................................... ....... 25 23.6.1 CRACKS------------------------------------------------------------------------------------------------------- -------- 25 23.6.2 POTHOLES ........................................................................................................... 26 23.7 ADJUSTMENT OF MANHOLES ----------------------------- --------------------------------- 26 23.8 ADDITIONAL ASPHALT REQUIREMENTS . ................................. 27 23.9 SUPERPAVE ASPHALTIC CONCRETE .................................................................... 27 23.10 BASIS OF MEASUREMENT -------------------------------------------------------------------------------------- 28 23.11 BASIS OF PAYMENT ---• .......................................................... ------------ 28 24 ADJUSTMENT TO THE UNIT BID PRICE FOR ASPHALT .................................. 28 25 GENERAL PLANTING SPECIFICATIONS .............................................................. 29 25.1 IRRIGATION ---------------------------------------------------------------------------------------------------- ----------- 29 25.1.1 DESCRIPTION--------- ------------------------------------------------------------------------------------------- 29 25.1.2 PRODUCTS ............................................... ......................------------------... 30 25.1.3 EXECUTION------------------------------------------------ ........................................ 34 25.2 LANDSCAPE ------------------ ••- .... .......................................................... . ............. 38 25.2.1 GENERAL------------------------------------------------------------------------------------- ----------------------- 38 25.2.2 PRODUCTS ..................................... -.... -............................................................. 43 25.2.3 EXECUTION ......................................................................................................... 46 26 HDPE DEFORMED - REFORMED PIPE LINING ................................................... 53 26.1 INTENT.. ......................................------ ........ ----.--........................................... 53 26.2 PRODUCT AND CONTRACTOR/INSTALLER ACCEPTABILIT?x ......................... 53 26.3 MATERIALS .....---------------------------------------------------------------------------- ------ 54 26.4 CLEANING/SURFACE PREPARATION ................................................................... 54 26.5 TELEVISION INSPECTION ---------------------------------------------- ----------------- __ ................... 55 26.6 LINER INSTALLATION --------------------------------------------------------------------------------------------- 55 26.7 LATERAL RECONNECTION ----------------------------------------- ------------------------------------------- 55 26.8 TIME OF CONSTRUCTION---- ---------------------------------------------------------------------------------- 55 26.9 PAYMENT----- -----------------------------------------------------------------------............. 56 27 PLANT MIX DRIVEWAYS ........................................................................................... 56 27.1 BASIS OF MEASUREMENT------------------------------ ------------------------------------------------------- 56 27.2 BASIS OF PAYMENT .................................... ......... __........ .................................. 56 28 REPORTING OF TONNAGE OF RECYCLED MATERIALS ................................ 56 WTP I & 3 Wellfield Expansion Phase It Section IV City of Clearwater Project #: 07-0037-UT Technical Specifications M&C Project #. 0992-0190 IV iii 29 CONCRETE CURBS .................................................................................................... . 56 29.1 29.2 BASIS OF MEASUREMENT ------------------------------------------------------------------------------------- BASIS OF PAYMENT --------------------------------------------------------- ------------------------------------ - 56 - 57 30 CONCRETE SIDEWALKS AND DRIVEWAYS ......................................................... 57 30.1 CONCRETE SIDEWALKS - 30.2 CONCRETE DRIVEWAYS ---------------------------------------------------------------------------------------- - 57 30.3 BASIS OF MEASUREMENT------------------------------------------- ------------ 57 30.4 BASIS OF PAYMENT ------------------------------------------------------------------------------------------------- 57 31 SODDING ........................................................................................................................58 32 SEEDING .........................................................................................................................58 33 STORM MANHOLES, INLETS, CATCH BASINS OR OTHER STORM STRUCTURES ................................................................................................................ 58 33.1 BUILT UP TYPE STRUCTURES -------------------------------------------------------------------------------- 59 33.2 PRECAST TYPE ------------------------------------------------------------------. 59 33.3 BASIS OF PAYMENT ................................................................................................ 59 34 MATERIAL USED ......................................................................................................... 59 35 CONFLICT BETWEEN PLANS AND SPECIFICATIONS ...................................... 59 36 STREET SIGNS .............................................................................................................. 60 37 AUDIONIDEO RECORDING OF WORK AREAS .................... 60 .............................. 37.1 CONTRACTOR TO PREPARE AUDIONIDEO RECORDING ................................ 60 37.2 SCHEDULING OF AUDIONIDEO RECORDING ................................................... 60 37.3 PROFESSIONAL VIDEOGRAPHERS....................................................................... 60 37.4 EQUIPMENT --------------------------------------------------------------------------------------------------------------- 60 37.5 RE, CORDED INFORMATION, AUDIO ...................................................................... 60 37.6 37.7 RECORDED INFORMATION VIDEO ....................................................................... VIEWER ORIENTATION ............................................................................................ 61 61 37.8 LIGHTING --------------------------------------------------------------------•--------.....--------...... .............. 61 37.9 SPEED OF TRAVEL---------------------------- ----------------------------------------------------------------------- 37,10 VIDEO LOG/INDEX..... .................................................................................... ---- 61 61 37.11 AREA OF COVERAGE ----------------------------------------------------------------------------------------------- 62 37.12 COSTS OF VIDEO SERVICES .......................................................... ........................ 62 ?I 38 EROSION AND SILTATION CONTROL ................................................................... 62 38. STABILIZATIO DENUDED AREAS --------------------. - - 62 y 38.E . ... .................................... ND STABILIZATION PROTECTION AND OF SOIL STOCKPILES ............................. 62 38.3 PROTECTION OF EXISTING STORM SEWER SYSTEMS .................................... 62 38.4 SEDIMENT TRAPPING MEASURES ................................. -- -- - 62 38.5 - --------------------------------- SEDIMENTATION BASINS ---- ----- - ----- -------------------------------------------------- 63 38.6 WORKING IN OR CROSSING WATERWAYS OR WATERBODIE-S ...................... 63 38.7 SWALES, DITCHES AND CHANNELS .................................................................... 63 38.8 UNDERGROUND UTILITY CONSTRUCTION ....................................................... 63 WTP 1 & 3 Wellfield Expansion Phase 11 Section IV City of Clearwater Project #. 07-0037-UT Technical Specifications M&C Project #. 0992-0190 IV--iv 1 38.9 MAINTENANCE ................................ -.... ----•-.............................................................. 64 38.10 COMPLIANCE ------------------------------------------------------------------------------------------------------------- 64 39 UTILITY TIE IN LOCATION MARKING ................................................................. 67 40 AWARD OF CONTRACT, WORK SCHEDULE AND GUARANTEE .................... 67 41 POTABLE WATERMAINS, RECLAIMED WATERMAINS AND APPURTENANCES ...... .. . 68 41.1 SCOPE --------------------------------------------------------------------- ............... ---........................... 41.2 MATERIALS -----------------------------------------------------------------------------------------------------------•-- . 68 - 68 41.2.1 GENERAL ----------------------------------------------------------------------------------------- ------------------ - 68 .41.2.2 PIPE MATERIALS AND FITTINGS--------------------------------------------------------------- ---- GATE VALVES ..................................................................................................... - 68 .70 41.2.4 VALVE, BOXES ..................................................................................................... . 71 41.2.5 HYDRANTS ..... ........ ---- ................................................................................. .. 41.2.6 SERVICE SADDLES -------------------------------------------------------------------------------------------- .71 - 72 .............. 41.2.7 TESTS, INSPECTION AND REPAIRS... ... ...................... 72 . 41.2.8 BACKFLOWPREVENTERS............................................................................... 41.2.9 TAPPING SLEEVES -------=-------------------- ------------ ................. . 73 . 73 41.230 BLOW OFF, HYDRANTS------ ------------------------------------------------------------------------------ - 73 41.3 CONSTRUCTION ................................................. ..................................................... 41.3.1 MATERIAL HANDLING-------------------------------------------- ------------ -------------- - . 73 3 41.3.2 PIPE LAYING ...................................................................................................... .74 41.3.3 SETTING OF VALVES, HYDRANTS AND FITTINGS........................................ . 75 4.1.3.4 CONNECTIONS TO EXISTING LINES .............................................................. . 76 41.4 TESTS ----------------------------------------------------------------------------- - 76 41.4.1 HYDROSTATIC TESTS ........ ............................................................................... . 76 41.4.2 NOTICE OF TEST----------------------------------------------------------------------------------------------- - 76 41.5 STERILIZATION -------------------------------------------------------- ---------------------------- ------------- - 77 4.1.5.1 STERILIZINGAGENT----------------------------------------------------------------------------------------- - 77 41.5.2 FLUSHING SYSTEM------------------------------------------------------------------ ------------------------ - 77 41.5.3 STERILIZATION PROCED URE ......................................................................... . 77 41.5.4 RESIDUAL CHLORINE TESTS--------------------------------------------------------------------------- - 77 41.5.5 BACTERIAL TES"TS ----------------------------------- ------------------------ ----------------------- - 77 41.6 MEASUREMENT AND PAYMENT -------------------------------------------------------------------------- - 78 41.6.1 GENERAL --------------------------------------------------------------------------------------------------- ------- - 78 41.6.2 FURIVISHAND INSTALL WATER MAINS .......................................................... . 78 41.6.3 FURNISHr1ND INSTALL FITTINGS ------------------------------------------------------------------ - 78 41.6.4 FURNISH AND INSTALL GATE VALVES COMPLETE WITH BOXES AND COVERS ............................................................................................................... . 79 41.6.5 FURNISH AND INSTALL FIRE HYDRANTS ...................................................... . 79 42 GAS SYSTEM SPECIFICATIONS .............................................................................. 79 43 TENNIS COURTS .......................................................................................................... 79 43.1 PAVED TENNIS COURTS -------------------------------------------------- -------------------------------------- - 79 43.1.1 SOIL TREATMENTS-------------------------------------------------------------------------------------------- - 79 WTP 1 & 3 Wellfield Expansion Phase II Sectio n IV City of Clearwater Project #.' 07-0037-UT Technical Specifications M&C Project #. 0992-0190 IV-v 43.1.2 BASE COURSE ...... -................................................................... ---....................... . 80 43.1.3 PRIME COAT ---------------- ------------------------------------------------------------------------------------- - 80 43.1.4 LEVELING COURSE ................................... ....................... .•-............................. . 80 43.1.5 SURFACE COURSE -------------------------------------------------------------------------------------------- - 80 43.1.6 COLOR COAT ..................................................................................................... . 80 3.2 CLAY TENNIS COURTS --------------------------------------- --------------------------------------------------- - 82 43.2.1 GENERAL .................... --................... -..................... .. .------------------------------------------- 82 43.2.2 SITE PREPARATION-------------- ----------------------------------------------------------------------------- 83 43.2.3 SLOPE---------------------------------------------------- --------------------------------------------------------------83 43.2.4 BASE CONSTRUCTION ..................................... ................................................. 84 43.2.5 PERIMETER CURBING ...................................................................................... 84 43.2.6 SURFACE COURSE --------------------------------------------------------------------------------------------- 84 43.2.7 ROOTBARRIER-................................................... ...................... --.... ----------------- 84 43.2.8 FENCING ............................................................................................................. 85 43.2.9 WINDSCREENS---------------------------------------------------------------------------------------------------- 43.2.10 COURT EQUIPMENT------------------------------------------------------------------------------------------ 85 85 43.2.11 SHADE STRUCTURE------------------------------------------------------------------------------------------- 87 43.2.12 WATER SOURCE (Poiable) ...... ........................................................................... 43.2.13 CONCRETE ----------------------------------------------------------------------------- -------- -------------------- 87 87 43.2.14 EXISTING SPORT TENNIS CO URT LIGHTING ................................................. 87 43.2.15 WATER COOLER ----------------------------------------------------------------------------------- ------------ 43.2.16 DEMONSTRATION-------------------------------- .................................. -...................... 88 88 43.2.17 WARRANTY-------------------------- ......................... ......................................... .... ---- 88 44 WORK ZONE TRAFFIC CONTROL ......................................................................... 89 44.1 TRACTOR RESPONSIBLE FOR WORK ZONE TRAFFIC CONTROL ......... 89 44.2 WORK ZONE TRAFFIC CONTROL PLAN .................. .. 89 . ......................................... 44.2.1 WOR.KZONESAFETY ----------------------------------------------------------------------------------------- 89 44.3 ROADWAY CLOSURE GUIDELINES ....................................................................... 90 44.3.1 ALL ROADWAYS ................................................................................................... 90 44.3.2 MAJOR ARTERIALS, MINOR ARTERIALS, LOCAL COLLECTORS ................. 90 44.3.3 MAJOR ARTERIALS, MINOR ARTERIALS......,, - ............................................. 90 44.3.4 MAJOR ARTERIALS. .... -------------------------------------------------------------------------------------- 90 44.4 APPROVAL OF WORK ZONE TRAFFIC CONTROL PLAN ................................... 91 44.5 INSPECTION OF WORK ZONE TRAFFIC CONTROL OPERATION .................... 91 44.6 PAYMENT FOR WORK ZONE TRAFFIC CONTROL ............................................. 91 44.7 CERTIFICATION OF WORK ZONE TRAFFIC CONTROL SUPERVISOR............ 91 45 CURED-IN-PLACE PIPE LINING .............................................................................. 92 45.1 INTENT ---------------------------------- ------------------------------------------------------------------------------------- 92 452 PRODUCT AND CONTRACTOR/INSTALLER ACCEPTABILITY ........................ 92 45.3 MATERIALS .................................................................. ............................................. 92 45.4 CLEANING/SURFACE PREPARATION 93 45.5 TELEVISION INSPECTION --------------------------------------------------------------------------------------- 93 45.6 LINER INSTALLATION --------------------------------------------------------------------------------------------- 93 45.7 LATERAL RECONNECTION ------------------------------------------------------------------------------------- 93 45.8 TIME OF CONSTRUCTION ....................................................................................... 94 WTP 1 & 3 Wellfield Expansion Phase 11 Section lV City of Clearwater Project #: 07-0037-UT Technical Specifications M&C Project #. 0992-0190 IV-vi 45.9 PAYMENT------------------------------------- ----------- ---------------------------- ------------------------------------- 94 46 SPECIFICATIONS FOR POLYETHYLENE SLIPLINING ..................................... 94 46.1 MATERIALS .............................. ----•--•.................................. ........................ ................ 94 46.1.1 PIPE AND FITTINGS ........................................................................... ................ 94 46.1.2 QUALITY CONTROL ....................... SAMPLES-------------------------------------------------------------- -------- -- ................. ................ 95 46.1.4 REJECTION ...... -----............................................ -.--............................... ................ 46.2 PIPE DIMENSIONS------- ------------------ ----------------------------------------- ------------------------------- 95 46.3 CONSTRUCTION PRACTICES ..-•-----------------------------------------.................................... 95 46.3.1 HANDLING OF PIPE--------------- ............................. ---..... -•--•- •---- 95 CTIONS..................... --?---•-- --- -• ................. 46.?.Z REPAIR ED 5E-............................................ ---------- 46-3.3 PIPE JOINING .............................. ................ 95 -----........... 95 46.3.4 HANDLING OF FUSED PIPE -------------------------------------------------- ---- ---------------- 95 46.4 SLIPLINING .PROCEDURE---------------------------------------------------------------....---------....--------- 96 46.4.1 PIPE REQUIREMENTS AND DIME NSIONS .................................................. _ 96 46-4.2 CLEANING AND INSPECTION----------------------------------------------------------- ---------------- 96 46.4.3 INSERTION SHAFT AND EXCAVATIONS ------------------------------------------ 46.4.4 INSERTION OF THE LINER-..---------, ................................................. ---------------- 96 ....... -.. 96 46.4.5 CONFIRMATION OF PIPE SIZES ............................... _...__-------- ---- _-_-............ 97 46.4.6 UNDERDRAIN CONNECTIONS IF REQUIRED ................................ 46.4.7 BACKFILLING----------------------------------------------------------------------- ....... _ ................ 97 _............. 97 46.4.8 POINTREPAIR-------- ------ ••------------------------------------------------------- ------------ 97 46.4.9 CLEAN UP OPERA TION,S...................... ......... __....... .. __.....----------- ---------------- 98 47 SPECIFICATIONS FOR POLYVINYL CHLORIDE RIBBED PIPE ...... ................ 98 47.1 SCOPE -------------------------------------------------------------------------------------------------------------------------- 98 47.2 MATERIALS... ........ ......... ....................................................................... .. _ ............ 98 47.3 PIPE --------------------------------------------------------------------------------------------------------- ---- ---------------- 98 47.4 JOINING SYSTEM ........................................... __...................................................... 98 47.5 FITTINGS ---------------- ------------------------------------------------------------------------------------ ---------------- 98 48 GUNITE SPECIFICATIONS ........................................................................................ 98 48.1 PRESSURE INJECTED GROUT ---------------- -----------------------------------------.. 98 48.2 REHABILITATION OF CORRUGATED METAL PIPE WITH GUNITE---------------- _ 99 48.3 COMPOSITION ------------------------------------------------------------------------------------------- ---------------- 99 48.4 STRENGTH REQUIREMENTS ........................................................ 99 48.5 MATERIALS ...................... ........................................................ ....... .... 99 48.6 WATER -------------------------------------------------------------------------•----.-...----------------...--- --------...--- 100 48.7 REINFORCEMENT----- ---------- --------------------------------------------------__ ---- 48.8 STORAGE OF MATERIALS ................................ ... ...... . ...•-------.-.....- -------- --- -----------.-..-.---- - 100 100 48.9 SURFACE PREPARATION ------------------------------------------------------------------------- -------------- 100 48.10 PROPORTIONING--------- --------------------------- ...................................... 48.11 MIXING -----------------------------------------------------------------------.--------------- .............. 101 -----------...101 48.12 APPLICATIO.N ----------------------------------------------------------------------------- -------- 101 48.13 CONSTRUCTION JOINTS ........................... -----------------.-.....------- 48.14 SURFACE FINISH....---....__ ....................................................................... -------------- 102 .............. 102 WTP 1 & 3 Wellfield Expansion Phase 11 Section IV City of Clearwater Project #_ 07-0037-UT Technical Specifications M&C Project #; 0992-0190 IV-vii 4$.15 CURING --------------------------------------------------------------------------------------------------------------------- 102 48.16 ADJACEN'T' SURFACE PROTECTION ................................................................... 1.02 48.17 INSPECTION ...--•-• ...............••-..--...------...................---.----........-----...------.............---..... 102 48.18 EQUIPMENT -------------------------------------------------------- ------------------------ --------------------------- 102 49 SANITARY AND STORM MANHOLE LINER RESTORATION ..... 103 .................... 49.1 SCOPE AND INTENT 103 49.2 PAYMENT--------------------------- --------------------------------------------------- 104 49.3 FIBERGLASS LINER PRODUCTS...... .......................... ........................ ................ 104 49.3.1 MATERIALS ..................... ---------------------------------------------------------------------------------- 104 49.3.2 INSIALLATIONAND EXECUTION .................................................................. 104 49.4 STRONG SEAL MS-2 LINER PRODUCT SYSTEM .............................................. 49.4.1 MATERIALS --------------------------------------------------------- ------------------------- -------------------- 105 105 49.5 INFILTRATION CONTROL ............... ......................................................... ............ 106 49.6 GROUTING MIX ............................................. ......................................................... 49.7 LINER MIX.......................... -.... ..-............................. ........................... ...................... 106 106 . 49.8 WATER ---------- ------------------------------------------------------------------------------------------------------------ 107 49.9 OTHER MATERIALS ------------------------------------------------------------------------------------------------ 49.10 EQUIPMENT -------------------------•-• ........................... -••---................................... ............ 107 107 49.11 INSTALLATION AND EXECUTION ....................................................................... 107 49.11.1 PREPARATION ......... ........ ...•--............................ ................................ ............... 49.11.2 MIXING --------------------------------------------------------------------------------------------------------------- 107 108 49.11.3 SPRAYING ........................ _-_ .................................. _ ................................. __ 108 49.11.4 PRODUCT TESTING ......-• ................................................................................. 49.11.5 CURING ....................................................................................................... 108 108 49.11.6 MANHOLE TESTING AND ACCEPIANCE ...................................................... 108 H 49.12 INNERLINE ENVIRONMENTAL SERVICES LINER PRODUCT SYSTEM ....... 49.12.1 SCOPE .............................. ----................................. ........................................... .. 109 109 49.12.2 MATERIALS ................................. ...................................... ................................. .109 . 49.12.3 INSTALLATIONAND EXECUTION ................................................................... 111 50 PROJECT INFORMATION SIGNS ...........................................................................113 51 IN-LINE SKATING SURFACING SYSTEM .............................................................114 51.1 SCOPE .........................................................................................................................114 51.2 SURFACE PREPARATIONS--------------------------------------------------------------------------------------114 51.2.1 ASPHALT....,_ .... ........................... ............................... ...-.......... .....--------------...114 5122 CONCRETE ......................... ........................ .......... ---........................... ............... 114 51.2.3 COURT PATCH BINDER MIX ............................................................................114 51.3 APPLICATION OF ACRYLIC FILLER COAT.._ .....................................................114. 51.4 APPLICATION OF FORTIFIED PLEXIPAVE ...........................................................11.5 51.5 PLEXIFLOR APPLICATION ----• ------------------------------------------------ -------------------------------115 51.6 PLAYING LINES... ................................ __ ... ................................... ..................... 115 51.7 GENERAL. ........................................................................... __ ... .... ...-----.----.------115 51.8 LIMITATIONS .......................... ..................................... -•----....................................... 1..16 52 RESIDENT NOTIFICATION OF START OF CONSTRUCTION ........................... 116 WTP 1 & 3 Wellfield Expansion Phase 11 Section lV City of Clearwater Project #_ 07-0037-UT Technical Specifications M&C Project #: 0992-0190 /V--viii 53 GABIONS AND MATTRESSES ................................... 53.1 MATERIAL -------------- ------------------------------------- ------------- 53.1.1 GABIONAND RENO MATTRESS MATERIAL.... 53.1.2 GABION AND MATTRESS FILLER MATERIAL.- 53.1.3 MATTRESS WIRE ---__ __ ..................................... 53.1.4 GEOTEXTILE FABRIC ......................................... 53.2 PERFORMANCE---------------- ...... ----.............................. .............................................. 1.16 16 ----------------------------------------------116 ----------------------------------------------119 ....... ----- .... -................... 119 ----------------------------------------------119 ----------------------------------------------119 54 LAWN MAINTENANCE SPECIFICATIONS .......................................................... 120 54.1 SCOPE ................... --•...................................................... -----............... ---- ................ 120 54.2 SCHEDULING OF WORK----------- --------- ------------------------------------------------------------------ 121 54.3 WORK METHODS ---------------------------------------------------------------------------- -------------------•-- 121 54.3.1 MAINTENANCE SCHEDULING_______________________________________________________________________ 121 54.3.2 DUTIES PER SERVICE VISIT -----------------------------------------------------....................... 121 54.4 LITTER -----------------------------------------------------------------------------....................... 121 54.5 VISUAL CHECK ....... ____ ..................................................... ....... ............ ------.---..... 121 54.6 PLANT TRIMMING AND PALM PRUNING.. ......................................................... 121 54.7 PHOENIX SPECIES (CANARY DATE, INDIA DATE, PYGMY DATE, ETC.)..... 122 54.8 DEBRIS REMOVAL ---------------------------------------------------------------------------------------- --------- 122 54.9 TRAFFIC CONTROL ------------------------- ........................................................... 122 54.10 PEDESTRIAN SAFETY ------------------------------------ --... 122 54.11 PLANT FERTILIZATION ........ ---........ ------------------------------------------------------ 122 54.12 WEED REMOVAL IN LANDSCAPED AREA ......................................................... 122 54.13 MULCH CONDITION ................................... ..................................•------...........---..... 122 54.14 IRRIGATION SERVICE AND REPAIR .................................................................... 123 54.1.5 LAWN AND ORNAMENTAL PEST CONTROL........ ....... .... _ ....... ...................... 123 54.16 PALM FERTILIZATION ...... ..................................................................................... 123 54.17 FREEZE P.ROTECTION------------------------------------ ---------- -------- --------------------------------- 123 54.18 LEVEL OF SERVICE... ... _ ...................................................................... ......... _ ...... 123 54.19 COMPLETION OF WORK ------------------------- ------------------------------------------------------------ 124 54.20 INSPECTION AND APPROVAL .................................... ............. 124 54.21 SPECIAL CONDITIONS ------------------------------------------------------------------------------------------- 124 55 MILLING OPERATIONS ...........................................................................................124 55.1 EQUIPMENT, CONSTRUCTION & MILLED SURFACE ................... 55.2 ADDITIONAL MILLING REQUIREMENTS ....................................... 55.3 SALVAGEABLE M.AI'ERIALS .............................................................. 55.4 DISPOSABLE MATERIALS-------------------------------------- ------------- ...... ------- 55.5 ADJUSTMENT AND LOCATION OF UNDERGROUND UTILITIES 55.6 ADJUSTMENT OF UTILITY MANHOLES .......... 55.7 TYPES OF MILLING ............. ...--------------...........-- 55.8 MILLING OF INTERSECTIONS ................................ 55.9 BASIS OF MEASUREMENT----------------- ............................. 55.10 BASIS OF PAYMENT ....... -----............................................................. -- ............ 124 ...........- 125 ------...... 125 ............ 126 ............ 126 ............ 126 ------..-.-. 126 ............ 126 ------------ 126 -----------. 126 1 56 CLEARING AND GRUBBING ........................................... 127 WTP 1 & 3 Wel/field Expansion Phase 1I City of Clearwater Project #. 07-0037-UT M&C Project #: 0992-0190 Section IV Technical Specifications IV-ix r I 56.1 BASIS OF MEASUREMENT ........................ -------------•--•-----•-•--•--•............................. 127 56.2 BASIS OF PAYMENT ----------------------------------------------------------------------------------------------- 127 57 RIPRAP ......................................................................................................................... 127 57.1. BASIS OF MEASUREMENT---- ----------- ------------------------------------------------------------------- 127 57.2 BASIS OF PAYMENT............ ................................................................................... 127 1 58 TREATMENT PLANT SAFETY ................................................................................ 127 58.1 58 2 HAZARD POTENTIAL--------- ----------------------------------------------------------------------------------- UIRED CONTRACTOR TRAINING RE 128 128 . ................................................................ Q 59 TRAFFIC SIGNAL EQUIPMENT AND MATERIALS ........................................... 128 59.1 BASIS OF MEASUREMENT AND PAYMENT ....................................................... 129 60 SIGNING AND MARKING ......................................................................................... 1.29 60.1. BASIS OF MEASUREMENT AND PAYMENT ....................................................... 129 61 ROADWAY LIGHTING .............................................................................................. 129 61.1 BASIS OF MEASUREMENT AND PAYMENT ....................................................... 129 62 TREE PROTECTION .................................................................................................. 129 62.1 TREE BARRICADES ...................... ..••---•-------------------------------------------------------------.... 129 62.2 ROOT PRUNING-------------------------------------- ---------------------------------- ----------------------------- 130 ?. 62.3 PROPER TREE PRUNING ........................................................................................ 131 63 PROJECT WEB PAGES .............................................................................................. 132 63.1 WEB PAGES DESIGN. ............ -,- .... -----•-----------------...-----------------------------------------.---- 132 63.2 63.3 WEB ACCESSIBILITY GUIDELINES ..................................................................... THE SUN AND WAVES LOGO AND ITS USE ....................................................... 132 132 63.4 MAPS AND GRAPHICS ------------------------------------------------------------------------ ...... -.- 132 63.5 63.6 INTERACTIVE FORMS -------------------------- ---------------------------- POSTING-------------------------------------------------------------------------------------------------------------------- 133 133 63.7 WEB PAGES UPDATES ............................................................................................ 133 WTP 1 & 3 Wellfield Expansion Phase 11 Section IV City of Clearwater Project #. 07-0037-UT Technical Specifications M&C Project # 0992-0190 Iv -x I 1 SCOPE OF WORK 1.1 SCOPE DESCRIPTION C Project Narne: Water Treatment Plants 1 & 3 Wellfield Expansion Phase II - Raw Water Mains Project Number: 07-0037--UT Scope of Work: The work for which proposals are invited consists of providing and installing raw water transmission mains by directional chilling, bore and jack, and open cut; including 5,000 linear feet of 12-inch PVC pipe, 10,000 linear feet of $-ineb PVC pipe, .1.7,200 linear feet of 6-inch PVC pipe, gate valves and associated appurtenances. The raw water mains shall be connected to the new wells and be pressured tested, disinfected, pigged, flushed and placed into service for a co.rnplete and operable system. The new wells are being installed by others as part of the Water Treatment Plans 1. and 3 Wellfield Expansion Phase I- Well Installation Project. The Contractor will be required to coordinate his work with this project's progress and Contractor. The Contractor shall provide 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: 360 CONSECUTIVE CALENDAR DAYS WTP 1 & 3 Wellfield Expansion Phase 11 Section IV City of Clearwater Project #: 07-0037-UT Technical Specifications M&C Project #: 0992-0190 IV-1 1.2 SCOPE OF WORK CHECKLIST Project Name: Water Treatment Plants I & 3 Wellfield Expansion Phase II - Raw Water Mains Project Number: 07-0037-UT The following Articles of the Technical Specifications will apply to this contract if marked "X" as shown below: l ® Scope Of Work 2.1 ® Line and Grade Shall Be Perfon-ned B The Contractor 2.2 ? Line and Grade Shall Be Performed By The City 3 ® Definition Of Terms 4 Order And Location Of The Work 5 ® Excavation For Underground Work 6 ® Concrete 7 Excavation And Forms For Concrete Work 8 ® Reinforcement 9 ® Obstructions 10 ® Restoration Or Replacement Of Driveways, Curbs, Sidewalks And Street Pavement 11 ® Work In Easements Or Parkways 1.2 ® Dewaterin 13 ? Sanitary Manholes 14 ® Back-fill 15 ® Street Crossings, Etc. 16 ? Raising Or Lowering Of Sanitary Sewer, Storm Drainage Structures 17 ® Unsuitable Material Removal 18 ® Underdrains 19 ® Storm Sewers 20 ® Sanitar Sewers And Force Mains 21 ® Drainage 22 Roadway Base And Subgrade 23 ® As haltic Concrete Materials 24 ® Adjustment To The Unit Bid Price For Asphalt 25 ? General Planting Specifications 26 ? IIdpe Deformed -- Reformed Pipe Lining 27 ? Plant Mix Driveways 28 ® Reporting Of Tonnage Of Recycled Materials 29 ® Concrete Curbs 30 Concrete Sidewalks And Driveways 31 ® Sodding 32 ® Seeding 33 ? Storm Manholes, Inlets, Catch Basins Or Other- Storm Structures 34 Material Used 35 - Conflict Between Plans And Specifications 36 ® Street Signs 37 ® AudioNideo Recording Of Work Areas WTP 1 & 3 Wellfield Expansion Phase 11 Section IV City of Clearwater Project #: 07-0037-UT Technical Specifications M&C Project #: 0992-0190 IV -2 J 38 ® Erosion And Siltation Control 39 Utility Tie in Location Marking 40 ® Award Of Contract, Work Schedule And Guarantee 41 Potable Water Mains, Reclaimed Water Mains and Appurtenances 42 ? Gas System Specifications 43 Tennis Courts 44 ® Work Zone Traffic Control 45 ? Cured-Tii-Place Pipe Lining 46 ? Specifications for Polyethylene Sl.iplining ?- _ 47 ? F Specifications for Polyvinyl Chloride Ribbed Pipe 48 ? Gunite Specifications 49 ? Sanitary and Storm Manhole Liner Restoration 50 ® Project Information Signs 51 _ ? In-Line Skating Surfacing System 52 ® Resident Notification of Start of Construction 53 ? Gabions and Mattresses 54 ? Lawn Maintenance Specifications 55 ® Milling Operations 56 ® Clearing and Grubbing 57 ? Ri ra 58 ? Treatment Plant Safety 59 ? Traffic Signal Equipment and Materials 60 ® Signing And Marking 61 Roadway Li htin 62 ® Tree Protection 63 ? Project Web Pages 2 FIELD ENGINEERING 2.1 LINE AND GRADE SHALL BE PERFORMED BY THE CONTRACTOR The Contractor shall provide and pay for field engineering service required for the project. Such work shall include survey work to establish lines and levels and to locate and lay out site improvements, structures, and controlling lines and levels required :for the construction of the work. Also included are such Engineering services as are specified or required to execute the Contractor's construction methods. Engineers and Surveyors shall be licensed professionals under the laws of the state of Florida. The Contractor shall provide three (3) complete sets of As- built Survey to the Engineer prior to final payment being made as outlined in Section III (General Conditions), Article 6.11.2 of these Contract Documents. 2.1.1 GRADES, LINES AND LEVELS Existing basic horizontal and vertical control points for the project are those designated on the Drawings or provided by the City. Control points (for alignment only) shall be established by the Engineer. The Contractor shall locate and protect control points prior to starting site work and WTP 1 & 3 Wel/field Expansion Phase U City of Clearwater Project #: 07-0037-UT M&C Project #. 0992-0190 Section IV Technical Specifications IV-3 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 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 I 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 1 - DEFINITIONS of these Contract Documents shall apply. For the purpose of the Estimated Quantities, the Contractor's attention is called to the fact that the estimate of quantities as shown on the Proposal Sheet is approximate and is given only as a basis of calculation upon which the award of the contract is to be made. The City does not assume any responsibility that the final quantities will remain in strict accordance with estimated quantities nor shall, the contractor plead misunderstandings or deception. because of such estimate of quantities or of the character or location of the work or of other conditions or situations pertaining thereto. 3.1 REFERENCE STANDARDS Reference to the standards of any technical society, organization, or associate, or to codes of local or state authorities, shall mean the latest standard, code, specification, or tentative standard adopted and published at the date of receipt of bids, unless specifically stated otherwise. 3.2 ABBREVIATIONS AND SYMBOLS Abbreviations 'used in the Contract Documents are defined as follows: AA Aluminum Association, Inc. AAMA Architectural Aluminum Manufacturers' Association AASHTO American Association of State Highway and Transportation Officials WTP 1 & 3 Wellfield Expansion Phase ll Section lV City of Clearwater Project #. 07-0037-UT Technical Specifications M&C Project #. 0992-0190 IV-4 1 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 .Heati.ng.Refrigerating and Air Conditioning ASME American Society of Mechanical Engineers ASSE American Society of Sanitary Engineering ASTM American Society 'for Testing and Materi als AWG American Wire Gauge AWMA Aluminum Window Manufacturer's Association AWS American Welding Society AW WA American Water Works Association CFR Code of Federal. Regulations CISPI Cast Iron Soil Pipe Institute CRSI Concrete Reinforcing Steel Institute CS Commercial Standards and National Bureau of Standards DEP Department of Environmental Protection (Florida) DOT Department of Transportation (Florida) EPA Environmental Protection Agency FAC Florida Administrative Code FBC Florida Building Code F FPC Florida Fire Prevention Code FGC Florida Gas Code FMC Florida Mechanical Code FPC Florida Plumbing Code FedSpec Federal Specifications HI Standards of Hydraulic Institute 1BBM Iron Body, Bronzed Mounted IEEE Institute of Electrical. and Electronics Engineers IPS Iron Pipe Size MIL Military Specification NAAMM National Association of Architectural Metal Manufacturers NBFU National. Board of Fire Underwriters NEC National Electrical Code NEMA National Electrical. Manufacturers Association NFPA National Fire Protection Association NPT National Pipe "Thread NWMA National Woodwork Manufacturers' Association PCA Portland Cement Association PCI Prestressed Concrete Institute SBC Standard Building Code (SBCCI) WTP 1 & 3 Wellfield Expansion Phase ll City of Clearwater Project #: 07-0037-UT M&C Project #.' 0992-0190 Section IV Technical Specifications IV-5 SBCCI Southern Building Code Congress International, Inc. SDI Steel Door Institute SFPC Standard Fire Prevention Code (SBCCI) SGC Standard Gas Code (SBCCI) SJI Steel Joist Institute SMACCNA Sheet Metal and Air Conditioning Contractors' National Association SMC Standard Mechanical. Code (SBCCI) SPC Standard Plumbing Code (SBCCI) SPIB Southern Pine Inspection Bureau SSPC Steel Structures Painting Council TCA Title Council of America UL Underwriters' Laboratories 4 ORDER AND LOCATION OF THE WORK This article deleted. See SECTION III, ARTICLE 18 - ORDER AND LOCATION OF THE WORK. 5 EXCAVATION FOR UNDERGROUND WORK The contractor is responsible to take all necessary steps to conduct all excavation in a manner which provides for the successful completion of the proposed work while at all times maintaining the safety of the workmen, the general public and both public and private property. The contractor's rxrethods of work will be consistent with the standard practices and requirements of all appropriate Safety Regulatory Agencies, particularly the Occupational Safety and Health Administration (OSHA) requirements for excavation. Unless otherwise specifically stated in these plans and specifications, the methods of safety control and compliance with regulatory agency safety requirements are the full and complete responsibility of the contractor. For the purposes of the Contractor's safety planning in the bidding process, the contractor is to consider all excavation to be done in the performance of this contract to be in soil classified as OSHA "Type C". The Contractor's attention is called to specific requirements of OSHA for excavation shoring, employee entry, location of excavated material adjacent to excavation, the removal. of water from the excavation, surface encumbrances and in particular the requirement of a "Competent Person" to control safety operations. The Contractor will identify his Competent Person to City staff at the start: of construction. City staff are required from time to time to perform inspections, tests, survey location work, or other similar activity in an excavation prepared by the contractor. City staff in conformance with the OSHA Excavation Safety Requirements are to only enter an excavation in compliance with these OSHA standards. The City's staff reserve the option to refuse entry into the Contractor's excavation if, in the opinion of the City's staff, the entry into the Contractor's excavation is unsafe or does not conform OSHA requirements. If this circumstance occurs, the contractor must either provide the necessary safety requirements or provide alternate means for the accomplishment of the City's work at the Contractor's expense. The restoration quantities, if any, contained in the bid proposal for this contract to not contain sufficient quantities to allow the contractor to perform excavation work using strictly the "open WTP 1 & 3 Wellfield Expansion Phase Il Section lV City of Clearwater Project A 07-0037--UT Technical Specifications M&C Project A 0992-0190 IV-6 cut" method whereby no shoring systems are used and trench side slopes are cut to conform to OSHA safety requirements without a shoring system. In addition to safety reasons, the Contractor is required to use excavation and trench-shoring methods in compliance with all safety requirements which allow the Contractor to control the amount of restoration work necessary to complete the project. Not more than one hundred (100) feet of trench shall. be opened at one time in advance of the completed work unless written permission is received from. the Engineer for the distance specified. For pipe installation projects, the trench shall be six (6) inches wider on each side than. the greatest external horizontal width of the pipe or conduit, including hubs, intended to be laid in them. Tlie 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 minimurn compressive strength of 3000 p_s.i. at 28 days. The cement type shall be Type I and shall conform to AASHTO M-85. The aggregate shal I conform to ASTM C-33. All ready mix concrete shall conform to ASTM C--94. The sl.urnp for all concrete shall be .in the range of 3" to 5", except when admixtures or special placement considerations are required. The Contractor shall notify the Project Inspector a minimum of 24 hours in advance of all concrete placement. All concrete shall be tested in the following manner: Placernent of less than 5 cubic yards (cy) shall be tested at the Engineer's discretion. Ot:berwi.se, 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 (l at 7 days and 2 at 28 days). At the discretion of the Engineer, unacceptable test results may require the Contractor to provide further tests, as determined by the Engineer, to determine product acceptability, or need for removal, and compensation or denial thereof. 7 EXCAVATION AND FORMS FOR CONCRETE WORK 7.1 EXCAVATION Excavating for concrete work shall be made to the required depth of the subgrade or base upon which the concrete is to be placed. The base or subgrade shall be thoroughly compacted to a point 6" outside said concrete work before the forms are placed. Concrete shall be poured "in. the dry". WTP 1 & 3 Wellfield Expansion Phase 11 Section IV City of Clearwater Project #. 07-0037-UT Technical Specifications M&C Project #. 0992-0190 IV-7 7.2 FORMS Forms for concrete work shall. be either- wood or metal (except curbs, retail 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 A.A.S.H.T.O. M42. Twisted Bars shall not be used, Fabric Reinforcement shall conform to the requirements of AASHTO M55 (ASTM A185). Welded deformed steel wire fabric for Concrete reinforcement shall meet the requirements of AASHTO M 221 (ASTM A497). Epoxy coated reinforcing Steel Bars shall ,meet ASTM 775/A77 M--86 requirements. 8.1 BASIS OF PAYMENT Reinforcement shall not be paid for separately. The cost of such work shall be included in the contract unit price for the item of work specified. 9 OBSTRUCTIONS Any pipes, conduits, wires, mains, footings, driveways, or other structures encountered shall. be carefully protected lirorn injury or displacement. Any damage thereto shall be fully, promptly, and properly repaired by the Contractor to the satisfaction of the Engineer and the owner thereof. Should it become necessary to change the position of water or gas or other pipes, sewer drains, or poles, the Engineer shall be at once notified of the locality and circumstances, and no claims for damages arising from the delay in adjusting the pipe, sewer drains or poles shall be made. Failure of the plans to show the location, nature or extent of any existing structures or obstructions shall not be the basis of a elairn for extra work. Any survey monument or benchmark which must be disturbed shall be carefully referenced before removal, and unless otherwise provided for, shall be replaced upon completion of the work by a registered land surveyor. Any concrete removed due to construction requirements shall be removed to the nearest expansion joint or by saw cut. Contractor shall consult Inspector for the approved means. 10 RESTORATION OR REPLACEMENT OF DRIVEWAYS, CURBS, SIDEWALKS AND STREET PAVEMENT Driveways, sidewalks, and curbs destroyed or damaged during construction shall be replaced and shall be the same type of material as destroyed or damaged, or to existing City Standards, whichever provides the stronger repair. All street pavement destroyed or damaged shall be replaced with the same type of material, to existing City Standards, unless the existing base is unsuitable as determined by the Engineer, then the base shall. be replaced with City approved material.. All replaced base shall be a minimum 8" compacted thickness, or same thickness as base destroyed plus 2", if over 6", and compacted to 98% of maximum density per AASHTO T- 180. WTP 1 & 3 Wellfield Expansion Phase 9 Section IV City of Clearwater Project #: 07-0037-UT Technical Specifications M&C Project A 0992-0190 IV-8 Unless called for in the proposal as separate bid items, cost of the above work including labor, materials and equipment required shall be included in the bid price per lineal foot of main or square yard of base. The bid price for street pavement, restoration or replacement when called for in the proposals, shall include all materials, labor and equipment required to complete the work, and shall be paid for on a square yard basis. When replacement is over a trench for utilities, the area of replacement shall. be limited to twice the depth of the cut plus twice the inside diameter of the pipe. All over this will be at the Contractor's expense. The bid price for restoration or placement of driveways, curbs and sidewalks, when called for in the proposals, shall include all materials, labor and equipment required to complete the work and shall be paid for on the basis of the following units: Driveways, plant mix - per square yard: concrete - per square foot; curbs - per lineal foot; sidewalk 4" or 6" thick - per square foot. Concrete walks at drives shall be a minimum of 6" thick and be reinforced with 6/6 X 10/10 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 priniary construction activity or a delay in approval of partial payment requests. Reasonable care shall be taken for existing shrubbery. Contractor shall replace all shrubbery removed or disturbed during construction. No separate payment shall be made for this work. The contractor shall make provision and be responsible for the supply of all water, if needed, on any and all phases of the contract work. The contractor shall not obtain water from local residents or businesses except as the contractor shall obtain written permission. Reuse water is available for the Contractor's use without charge from the City's wastewater treatment plants, provided the water is used on City of Clearwater contractual work. Details for Contractor to obtain and reuse water from the treatment plants will be coordinated at the pre- construction conference. The Contractor's use of reuse water must conform to all regulatory requirements. 12 DEWATERING 12.1 GENERAL Unless specifically authorized by the Engineer, all pipe, except subdrai.ns, 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. WTP 1 & 3 Wellfield Expansion Phase ll Section IV City of Clearwater Project #: 07-0037-UT Technical Specifications M&C Project A 0992-0190 IV-9 f Well point systems must be efficient enough to lower the water level in advance of the excavation and maintain it continuously in order that the trench bottom and sides shall remain firm and reasonably dry. The well points shall be designed especially for this type of service, and the pumping unit used shall be capable of maintaining a high vacuum, and at the same time, of handling large volumes of air as well as of water. The Contractor shall be responsible for disposing of all water resulting from trench dewatering operations, and shall dispose of the water without damage or undue inconvenience to the work, the surrounding area, or the general public. He shall. not darn, 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. 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-Contauninated Site Activity prior to dewatering or discharging into the City's streets, stoi.m 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 Failure to follow the above procedure will result in a Violation and. a Stop Work Order will. be placed on the project. Depending on the severity of the Violation, the City's Engineering Department may be required to notify the Department of Environmental Protection for enforcement action. The following procedure will be followed: 1 st occurrence - Stop Work Order 2nd occurrence - Notification to FDEP 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 WTP 1 & 3 Wellfield Expansion Phase lI Section lV City of Clearwater Project #. 07-0037-UT Technical Specifications M&C Project #. 0992-0190 IV 10 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 fiom 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 pert-nit shall be taken prior to actual discharge or nixing with the receiving waters. The effluent shall. be sampled for the parameters listed in Table I. TABLE 1 Screening Values for Discharges into: Parameter Fresh Waters Coastal. Waters Total Organic Carbon (TOC) 10.0 mg/1 10.0 MC,' /I PI-1, standard units 6.0-8.5 6.5-8.5 Total Recove bl M b ra e ercury - y Method 1631 E 0.012 µg/l 0.025 µg/l Total Recoverable Cadmium 9.3 gg/l 93 gg/l Total Recoverable Copper 2.9 gg/1 9 µg/1 Total Recoverable Lead 0.03 rng/1 5.6 gg=/1 Total Recoverable Zinc 86.0 µg/l 86O µg/1 - Total Recoverable Chromium (Hex_) 11.0 µg/1 50.0 µg/1 Benzene I.0 gg/I 1.0 µg/l Naphthalene 100.0 µg/l 100.0 gg/I If any of the analytical test results exceed the screening values listed in Table 1, except TOC, the discharge is not authorized by this permit or by the Cih7 of Clearwater. WTP 1 & 3 Wellfield Expansion Phase lI Section IV City of Clearwater Project #. 07-0037-UT Technical Specifications M& C Project #: 0992-0190 IV-11 For initial TUC values that exceed the screenin-,g values listed in Table 1, which (a) may be caused by naturally occurring, high molecular weight organic compounds, the peiinittee 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 perrnittee affirmatively demonstrates that the TOC values are caused by naturally occurring, high molecular weight organic compounds. (b) The NOI shall be submitted to the appropriate Department district office thirty (30) days prior to discharge, and contain the following information: 1. the name and address of the person that the permit coverage will be issued to; 2. the name and address of the facility, including county location; 3. any applicable individual wastewater permit number(s); 4. a map showing the facility and discharge location (including latitude and longitude); 5. the name of the receiving water; and 6. the additional information required by paragraph (3)(a) of this permit. (c) Discharge shall not commence until. notification of coverage is received from the Department. For fresh waters and coastal waters, the pH of the effluent shall not be lowered to less than 6.0 units for fresh waters, or less than 6.5 units for coastal waters, or raised above 8.5 units, unless the pennittee submits natural background, data confirming a natural background pH outside of this range. If natural background of the receiving water is determined to be less than 6.0 units for fresh waters, or less than 6.5 units in coastal waters, the pH shall not vary below natural background or vary more than one (1) unit above natural background for fresh and coastal waters. 11 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 that-, 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/l, and coastal waters are those having a chloride concentration equal to or greater than 1500 mg/l. In accordance with Rule 62-302.500(l.)(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 pen-nit 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. WTP 1 & 3 Wellfield Expansion Phase II Section IV City of Clearwater Project A 07-0037-UT Technical Specifications M&C Project #: 0992-0190 IV-12 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 buck 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: forrrr directly into concrete manhole base, build up with brick and mortar, lay half tile in concrete, or lay frill 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 constricted 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. The attire exterior of brick manholes shall be plastered with one half inch of rnortar. 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 lI 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 subrxritted 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. WTP 1 & 3 Wellfield Expansion Phase 11 Section 1V City of Clearwater Project #. 07-0037-UT Technical Specifications M&C Project #. 0992-0190 1V-13 Location inventory submitted with shop drawing shall detail parts of manhole per manhole as numbered on the constriction 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 Detail #302 Sheet 2 of 3. 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 acconunodate future grade changes without disturbing the manhole. See Section FV, 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 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 and interior of all precast manholes shall be coated with at least 15 mils dry thickness of Type II Asphalt emulsion, moisture and damp proof (Specification ASTM D 1227 Type 11 Class I) as manufactured by W.R. Meadows Sealti.te. 13.6 CONNECTIONS TO MANHOLES Connections to existing sanitary manholes using approved PVC sewer main shall be made with a manhole adapter coupling by Flo Control, Inc., or approved. water stop coupling. 14 BACKFILL Material for backfill shall be carefully selected from the excavated material or from other sources as may be required by the Engineer. Such material shall be granular, free from organic matter or WTP 1 & 3 Wellfield Expansion Phase 9 Section IV City of Clearwater Project #."07-0037-UT Technical Specifications M&C Project #: 0992-0190 IV-14 [1 debris, contain no rocks or other hard fi-agrnents greater than 3" in the largest dimension and all fill shall be similar material. Backfill placed around pipes shall be carefully placed around the sides and top of pipe by hand shovels and thoroughly compacted to 12" above the pipe by tamping or other suitable means. Backfill under all types of paving shall be compacted in layers not to exceed 12" in thickness unless alternate method is approved by the Engineer. Backfill shall be a minimum of 98% compaction as determined by the modified Proctor Density Test to the bottom of pavement. Backfill outside of pavement areas shall be compacted the full depth to the ground surface to a minimum of 95% compaction of AASHTO T 180 Standard Density Test. The cost of backfil,l 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.. 17 UN UITABLE MATERIAL REMOVAL All unsuitable n-raterial, such as pluck, 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 either be shown on the plans, or determined in the field by the Engineer in conjunction with the City's Materials Tester. 17.1 BASIS OF MEASUREMENT The basis of measurement shall be the amount of cubic yards of unsuitable material excavated and replaced with suitable material as determined by either cross sections of the excavation, truck measure, or lump sum as specified in the Scope of Work and Contract Proposal.. WTP I & 3 Wellfield Expansion Phase I! Section IV City of Clearwater Project #. 07-0037-UT Technical Specifications M&C Project #. 0992-0190 IV-15 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. hi 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 12454E or 12454C, manufactured per ASTM F949-93a, minimum pipe stiffness of 50 psi, with no evidence of splitting, cracking or breaking when pipe is tested in accordance with ASTM D2412 at 60% flatting and with a dorible gasket joint. Underdrain pipe placed beneath existing driveways and roadways shall be non-perforated pipe with compacted backfill. All poly-chloride pipe which has becorne 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. 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. WTP 1 & 3 Wellfield Expansion Phase 11 Section /V City of Clearwater Project #: 07-0037-UT Technical Specifications M&C Project #: 0992-0190 1V--16 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 triiruned or chipped to fit. Each piece of pipe is to be solidly and evenly bedded, and not simply wedged up. Before finishing each joint, some suitable device is to be used to find that the inverts coincide and pipe is clear throughout. 19.1 AS BUILT INFORMATION The Contractor shall submit to the Engineer the stations and left or right offsets of all manholes, inlet structures and terminals ends of subdrains, as measured from the nearest downstrearn 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. 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 WTP 1 & 3 Wellfield Expansion Phase 11 Section IV City of Clearwater Project A 07-0037-UT Technical Specifications M&C Project A 0992-0190 IV-17 includes all work required to install the pipe (i.e. all materials, equipment, filter fabric wrap, labor and incidentals, etc.). 20 SANITARY SEWERS AND FORCE MAINS 20.1 MATERIALS 20.1.1 GRAVITY SEWER PIPE GRAVITY SEWER PIPE SHALL BE POLYVINYL CHLORIDE OR DUCTILE IRON. Polyvinyl chloride pipe and fittings shall conform with ASTM specification D 3034 for S.D.A. 35. Sewer pipe with more than 10 feet of cover shall be SDR 26. The pipe shall be plainly marked with the above ASTM designation. The bell end of joints and fittings shall have a rubber sealing ring to provide a tight flexible seal in conformance with ASTM D 3212 76. The laying length of pipe joints shall be a maximum of 20-feet. Unless otherwise noted in these specifications or construction plans, Ductile Iron pipe and fittings for gravity sewer shall conform to Section 41 of these Technical Specifications for DIP water- main except pipe shall be interior "polylined" in accordance with manufacturer's recommendations. Where sanitary sewer main is to be placed between building lots in a sideline easement, the sewer main shall, insofar as possible, be constructed without manholes or lateral connections within the side easement. The pipe material in the side easement between streets shall be C 900, SDR 18 polyvinyl chloride water.main pipe as described in Technical Section 41. A two--way cleanout shall be installed on each lateral at the property line. 20.1.2 FORCE MAIN PIPE FORCE MAIN PIPE SHALL BE POLYVINYL CHLORIDE OR DUCTILE IRON. Unless otherwise noted in the specifications or construction plans, both polyvinyl chloride and ductile iron :force main pipe and fittings shall conform to Section 41 of these Technical Specifications for water main pipe except that DIP shall be "polylined" in accordance with manufactures recommendations. All polyvinyl chloride pipe which has become deteriorated due to exposure to ultra violet radiation shall, be rejected. 20.2 INSTALLATION 20.2.1 GRAVITY SEWER PIPE Installation of gravity sewer pipe shall be in confonnance with reconunended practices contained in ASTM D 2321 and Unibell UN1: B 5. The bottom trench width in an unsupported trench shall be limited to the minirmutn 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 performed in such a manner that removal, backfill and compaction will not disturb compacted haunching material or pipe alignment. WTP 1 & 3 Wellfield Expansion Phase 11 Section IV City of Clearwater Project #: 07-0037--UT Technical Specifications M&C Project #. 0992-0190 IV-18 11 Dewatering of the trench bottom shall be accomplished using adequate rneans to allow preparation of bedding, placernent of the haunching material and pipe in the trench without standing water. Dewatering shall continue until sufficient backfill is placed above the pipe to prevent flotation or misalignment. Where pipe bedding is insufficient to adequately support pipe, the contractor will be required to remove unsuitable material and bed pipe in Class I material (1/2" Dia. aggregate) to provide firm support of pipe. Connections to manholes with sanitary pipe shall use a joint 2 feet in length and shall use an approved water stop around pipe joint entry. The laterals shown on the plans do not necessarily reflect exact locations. The contractor is required to locate all existing laterals for reconnection and to coordinate with the construction inspector the location of all new laterals. 20.2.2 FORCE MAIN PIPE Installation of force main pipe shall be In conformance with Section 41 of these Technical Specifications for water main pipe. 20.3 AS BUILT DRAWINGS The contractor shall submit to the Engineer a marked set of "As Built" construction drawings describing both the stations and left or right offset of all lateral terminal ends as measured from the nearest downstream manhole along the center line of the sewer main. The as built drawings will also describe elevations of the north edge of the manhole cover rings and inverts of all main pipes in manholes. 20.4 TESTING 20.4.1 TESTING OF GRAVITY SEWERS The Contractor shall take all precautions to secure a perfectly water tight sewer under all conditions. The water tightness of a sewer which has a crown lying below groundwater level may be tested by measuring infiltration. The water tightness of sewers having crowns lying above groundwater level may be tested by filling the pipe with water so as to produce a hydrostatic head of two feet or more above the crown of the sewer at the upper end of the test section or the water table outside of the sewer, whichever is higher, and then measuring the exfiltra- tion. 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, materiels 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. WTP 1 & 3 Wellfield Expansion Phase H Section IV City of Clearwater Project #. 07-0037-UT Technical Specifications M&C Project #: 0992-0190 IV 19 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 inai„ns shall be tested under a hydrostatic pressure of 150 P.S.I. for two (2) hours, as described in Section 41.04 of these Technical Specifications for the testing of water mains. 20.5 BASIS OF PAYMENT 20.5.1 GRAVITY SEWER PIPE Payment for in place sanitary sewer gravity main pipe shall be the unit price per lineal foot per appropriate range of depth of cut as contained in the contract proposal. Measui.-ernent -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 there. 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 minirnurn thickness unless otherwise noted on the plans or directed by the Engineer. The subgrade shall be 12" compacted minimum thickness with a minimum Lirnerock Bearing Ratio (LBR) of 40 unless otherwise noted on the plans or directed by the Engineer. The Contractor shall obtain from an independent testing laboratory a Proctor and an LBR for each type material. The Contractor shall also have an independent testing laboratory perform all required density testing. Where unsuitable material is found within the limits of the base, Section N, Article 17 (Unsuitable Material Removal) of the city's Contract Specifications will apply. WTP 1 & 3 Wellfield Expansion Phase H Section IV City of Clearwater Project #. 070037-UT Technical Specifications M&C Project #: 0992-0190 IV 20 Once the roadway base is completed, it shall be primed that same day (unless otherwise directed by the Engineer) per Section 300 of FDOT's Standard Specifications (latest edition). Repairs required to the base that result frorn 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 prune 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: L SHELL BASE: Shell base shall be constricted 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 prune coat shall be included in the bid item price for base. 2. LIMEROCK BASE: Limerock base shall be constructed in accordance with Sections 200 and 911. of FDOT's Standard Specifications (latest edition), and shall have a minimum compacted thickness as shown on the plans. The limerock shall be from a FDOT approved certified pit. The cost of the prime coat shall be included in the bid item price for base. 3. CRUSHED CONCRETE BASE: Crushed concrete base shall be constructed in accordance with Sections 204 and 901 of FDOT's Standard Specifications (latest edition), and shall have a minimum compacted thickness as shown on the plans. The crushed concrete material shall be FDOT approved. The Contractor shall provide certified laboratory tests on gradation to confirm that the crushed. concrete base material conforms to the above specifications. The LBR shall be a minimum of 185. LBR and gradation tests shall be provided to the city by the Contractor once a week for continuous operations, or every 1000 tons of material, unless requested more frequently by the City Engineer or designee. The cost of the prime coat shall be included in the bid item. price for base. 4. SOIL CEMENT BASE: Unless otherwise noted, soil cement base shall be constructed in accordance with Section 270 of FDOT's 2000 Standard Specifications, and shall have a minimum compacted thickness as shown on the plans. An Asphalt Rubber Membrane Interlayer (ARMI) shall be included in the pavement design per Section 341 of FDOT's Standard Specifications (latest edition) to minimize reflective cracking unless otherwise noted in the project plans and specifications. The A,RMi layer shall be overlaid with asphalt on the same day it is placed for the Contractor to receive full compensation for the work. The soil cement base design shall be by a certified lot under the direction of a Registered Florida Professi.onal..Engineer, and must be approved by the City Engineer. Said design shall provide for a minimum of 300 P.S.I. in seven days. All plant mixed soil cement shall be certified by a registered laboratory that has been approved by the Engineer. The only approved method for spreading the cement is the use of a spreader box. The use ' of a spreader bar for spreading cement will not be allowed. The applying of the cement shall not be allowed when the wind velocity is sufficient to jeopardise material interests WTP 1 & 3 Wellfield Expansion Phase 11 Section IV City of Clearwater Project #. 07-0037-UT Technical Specifications M&C Project #. 0992-0190 1V--21 (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. 5. ASPHALT BASE: Full depth asphalt base shall be constructed in accordance with Section 280 of FDOT's 2000 Standard Specifications, and shall have a minimum compacted thickness as shown on the plans. The cost for preparation, placement and compaction shall be included in the per ton unit cost for asphalt unless otherwise noted in the project scope and plans. The cost of the tack coat shall be included in the bid item price for asphalt or base. 6. REWORKED BASE: When the plans call for the working of the existing base, the finished reworked base shall have a minimum compacted thickness of 8" unless otherwise shown on the plans or directed by the Engineer, and be constructed in accordance with the applicable FDOT requirements for the type of material used. The density requirements (except for asphalt and soil cement base) shall be per Section 200 6 of FDOT's Standard Specifications (latest edition). For asphalt, the density requirements are per Section 330--11, and for soil. cement per Section 270-5 of FDOT's 2000 Standard Specifications. 22.1.1 BASIS OF MEASUREMENT FOR BASE AND REWORKED BASE The basis of measurement shall be the number of square yards of base in place and accepted as called for on the plans. The maximum allowable deficiency shall be a half-inch (1/2"). Areas deficient in thickness shall either be fixed by the Contractor to within acceptable tolerance, or if so approved in writing by the City Engineer, may be left in place. No payment, however, will be made for such deficient areas that are left in place. 22.1.2 BASIS OF PAYMENT FOR BASE AND REWORKED BASE The unit price for base shall include: all. materials, roadbed preparation, placement, spreading, compaction, finishing, prime, base, subgrade (unless the plans specify a separate pay item), stabilization, mixing, testing, equipment, tools, hauling, labor, and all incidentals necessary to complete the work. Payment for asphalt base shall be included in the per ton unit cost for asphalt unless otherwise noted in the project scope and plans. 22.2 SUBGRADE All subgrade shall be stabilized and constructed in accordance with Sections 160 and. 914 of F.DOT's Standard Specifications (latest edition) unless otherwise noted herein. All subgrade shall have a minimum compacted thickness of 12" unless otherwise shown on the plans or directed by the Engineer. If limerock is used, it shall also meet the requirements of Section 9,11 of FDOT's Standard Specifications (latest edition). Where unsuitable material is found within the limits of the subgrade, Section 1V, Article 17 (Unsuitable Material Removal) of the city's Contract Specifications will apply. The extent of said removal shall be determined by the Engineer in accordance with accepted construction practices. The Contractor is responsible for clearing, grading, filling, and removing any trees or vegetation in the roadbed below the subgrade to prepare it per the plans. The cost of this work shall be included in the unit price for- base or AN WTP 1 & 3 Wellfield Expansion Phase ll Section IV City of Clearwater Project #: 07-0037-UT Technical Specifications M&C Project #: 0992-0190 IV-22 C subgrade. The Contractor shall obtain from an independent testing laboratory the bearing value after the mixing of materials for the stabilized subgrade. 22.2.1 BASIS OF MEASUREMENT The basis of measurement shall be the number of square yards of stabilized subgrade in place and accepted as called for on the plans. The maximum allowable deficiency for mixing depth shall. be per Section 161-6.4 of FDOT's 2000 Standard Specifications. Acceptable bearing values shall be per FDOT Section 160-7.2. Areas deficient in thickness or bearing values shall either be corrected by the Contractor to within acceptable tolerance, or if so approved in writing by the City Engineer, may be left in place. No payment, however, will be made for such deficient areas that are left in place (latest edition). 22.2.2 BASIS OF PAYMENT The unit price for subgrade shall include: roadbed preparation, placement, spreading, compaction, finishing, testing, stabilizing, mixing, materials, hauling, labor, equipment and all incidentals necessary to complete the work. If no pay item is given, subgrade shall be included in the bid item for base. 23 ASPHALTIC CONCRETE MATERIALS This specification is for the preparation and application of all S-Type Marshall Mix Design asphaltic concrete materials 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 901 through 919 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 shell 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 WTP 1 & 3 Wellfield Expansion Phase ll Section IV City of Clearwater Project #. 07-0037-UT Technical Specifications M&C Project #. 0992-0190 IV-23 with the tests or analyses made by the Contractor, to determine compliance with the applicable specifications for the materials so tested or analyzed. The Contractor hereby understands and accepts that wherever any portion of the work is discovered, as a result of such independent testing or investigation by the City, which :fails to meet the requirements of the Contract documents, all costs of such independent inspection and investigation as well as all costs of removal, correction, reconstruction, or repair of any such work shall be borne solely by the Contractor. Payment reductions for as halt related items shall be determined b the followin : 1. Density per Section 330-11 of FDOT's 2000 Standard Specifications. 2. Final surface or friction course tolerances per Section 330-13 of FDOT's 2000 Standard. Specifications. 3. Thickness will be determined from core borings. Deficiencies of '/a" or greater shall be corrected by the Contractor, without compensation, by either replacing the full thickness for a length extending at least 25' from each end of the deficient area, or when the Engineer allows for an overlay per Section 330-15.2.3 of FDOT's Standard Specifications (2000 edition). In addition, for excesses of 1/" or greater, the Engineer will deterr a.ine if the excess area shall be removed and replaced at no compensation, or if the pavement in question can remain with payment to be made based on the thickness specified in the contract, The Contractor shall notify the Project Ins ector a minimum of 24 hours in advance of the placement of all asphalt. 23.3 ASPHALT MIX DESIGNS AND TYPES All asphalt mix designs shall conform to the requirements of Sections 331 and 337 of FDOT's 2000 Standard Specifications. All asphalt mix designs shall be approved by the Engineer PRIOR to the coanmencement of the paving operation. NO RECLAIMED ASPHALT PAVEMENT (RAP) MATERIAL SHALL BE ALLOWED IN THE ASPHALTIC CONCRETE MIXES. 23.4 ASPHALT PAVEMENT DESIGNS AND LAYER THICKNESS All asphalt pavement designs shall conform to the following requirements: Table l.: Layer Thickness for Asphalt (Layers Are Listed in Sequence of Construction) COURSE THICKNESS LAYER THICKNI?SS (Inches) (Inches) Type S-1 Type S-I with Type S-III Top Layer Type S-III 1~C-3 Type S-111 with FC-3 Top Layer Type S-I with FC-3 Top Layer 1st 2nd 1. st 2nc1 1st 2nd 1st 2nd 1st 2nd 1st 2nd 1 1 ] 1.1/z 1'/z WTP 1 & 3 Wellfield Expansion Phase 11 Section IV City of Clearwater Project #. 07-0037-UT Technical Specifications M&C Project #. 0992-0190 /y 24 t 2 11/4 3/4 ?` 1 l 21/2 1'/4 1'/4 1 '/2 1 11/2 1 3 1'2 1'/2 2 1 2 1 * At the Engineer's discretion, 2" of 5--111 is acceptable for use on residential streets Additional Notes- I . Type S-III shall be limited to the :final (top) structural layer (one layer only). 2. All asphalt pavement designs shall conform to the requirements of sections 331 and 337 of FDOT's 2000 Standard Specifications. 3. All pavement designs shall include a ininirnum 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--Ul per Section 331 of FDOT's 2000 Standard Specifications shall be used as final riding surface on streets with the speed limit of less than 35 mph, streets with an average daily traffic (ADT) of less than 3000, and all residential streets. 6. An FC-3 friction course per section 337 of FDOT's 2000 Standard Specifications shall be used on streets with a speed limit of 35 mph or greater, and streets with an ADT of 3000 or greater. 23.5 GENERAL CONSTRUCTION REQUIREMENTS The general construction requirements for all hot bituminous pavements (including limitations of operations, preparation of mixture, preparation of surface, placement and compaction of mixture, surface requirements, correction of unacceptable pavement, etc.) shall be in accordance with Section 330 of FDOT's 2000 Standard Specifications. 23.6 CRACKS AND POTHOLE PREPARATION 23.6.1 CRACKS Cracks in roadway pavement shall be repaired prior to the application of asphaltic concrete by the following steps: 1. All debris to be removed from cracks by compressed air or other suitable method. 2. Apply a multiple layered application. of bituminous binder and fine aggregate, as appropriate to the depth of the crack until the void of the crack is completely filled to the level of the surrounding roadway surface. 3. If application of asphaltic concrete is not to begin immediately after crack repair, cracks are to be sanded. to prevent vehicular tracking. 4. Payment for crack filling shall be included in the unit price for asphaltic concrete. WTP 1 & 3 Wellfield Expansion Phase II Section IV City of Clearwater Project #: 07-0037-UT Technical Specifications M&C Project A 0992-0190 IV-25 II 23.6.2 POTHOLES Potholes shall be repaired prior to the application of asphaltic concrete by the fallowing 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. 23.7 ADJUSTMENT OF MANHOLES The necessary adjustments of sanitary sewer- and storm drain manholes and appurtenances shall be accomplished by the Contractor. The Contractor shall be paid on a per unit basis for each item. The use of manhole adjustment risers is acceptable under the following conditions: The riser shall meet or exceed all FDOT material, weld, and construction requirements. The riser shall consist of an. A-36 hot rolled steel meeting or exceeding the minimum requirements of A.S.T.M. A-36. The riser shall be a single piece with a stainless steel adjustment stud and shall have a rust resistant finish. The use of cast iron, plastic, or fiberglass risers is not pern fitted. In addition, the installation of each riser shall be per manufacturers specifications. Each manhole shall be individually measured, and each riser shall be physically marked to ensure that the proper riser is used. Also, the ring section shall be cleaned, and a bead of chemically resistant epoxy applied to the original casting, prior to installation of the riser. It is the Contractors responsibility to ensure that the manholes are measured, the risers are physically marked, the ring sections are thoroughly cleaned, and that the epoxy is properly applied prior to installation of each riser.' If risers are not used, the adjustment of manholes shall be accomplished by the removal of pavement around manhole, grade adjustment of ring and cover, and acceptable replacement and compaction of roadway materials prior to paving. A full depth backfill using asphalt is acceptable. The use of Portland cement for backfill is not acceptable. All manhole and valve adjustments shall be accomplished prior to the application of final asphaltic concrete surface. Unless otherwise noted in the specs or on the plans, the paving operation shall occur within seven (7) calendar days from the completion of the adjustment. On arterial roadways, the rims 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 irrforrrr the owners of all utilities of impending work and coordinate their adjustments so they are completed prior to the scheduled paving. WTP 1 & 3 Wellfield Expansion Phase II Section IV City of Clearwater Project A 07-0037-UT Technical Specifications M&C Project A 0992-0190 IV-26 23.8 ADDITIONAL ASPHALT REQUIREMENTS 1. All impacted radius returns within project lirzuts shall be paved unless otherwise directed by the Engineer or Project Inspector, with payment to be included in the per ton bid item for asphalt. 2. All pavement markings impacted by placement of asphalt shall be replaced prior to the road being open to traffic unless otherwise noted in the contract scope and plans. 3. All project related debris shall be hauled off the job site by the Contractor in a timely manner and at their own expense in conformance with all regulatory requirements. 4. The Contractor shall pay particular attention to sweeping when paving. The Broorn Tractor way of sweeping will not be permitted. Prior to paving, all construction areas shall be swept with a Municipal type sweeper (either vacuum or mechanical type) that picks up and hauls off, dust and dirt. The sweeper must be equipped with its own water supply for pre-wetting to minimize dust. Moreover, the 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 1/4" above the lip or face of said curb per City Index 101. 23.9 SUPERPAVE ASPHALTIC CONCRETE 1. Unless otherwise noted in this section, all of the asphaltic concrete specifications in Sections A through H 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 91.6 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 mi.x designs shall conform to Sections 320 and 334 of FDOT's Standard Specifications (latest edition). WTP 1 & 3 Wellfield Expansion Phase 11 Section IV City of Clearwater Project #: 07.0037-UT Technical Specifications M&C Project #_ 0992-0190 IV--27 5. All general construction requirements shall conform to Section 330 of FDOT's Standard Specifications (latest edition). 23.10 BASIS OF MEASUREMENT Basis of measurement will be the number of tons of asphaltic concrete completed, in place and accepted. Truck scale weights will be required for all asphaltic concrete used. 23.11 BASIS OF PAYMENT Payment shall be made at the contract unit price for asphaltic concrete surface as specified and measured above. This price shall include all materials, preparation, hauling, placement, tack and/or prince coat either, required or placed at Engineer's discretion, leveling, spot patching, filling of cracks, pothole repair, sweeping, debris removal, labor, equipment, tools, and incidentals necessary to complete the asphalt work in accordance with the plans and specifications. 24 ADJUSTMENT TO THE UNIT BID PRICE FOR ASPHALT When this Article applies to the contract, the unit bid price for asphalt will be adjusted in accordance with the following provisions: 1. Price adjustment for asphalt shall only be made when the current FDOT Asphalt Pace Index varies more than 10% from the bid price at the time of the bid opening. 2. The Bituminous Material Payment Adjustment Index published monthly by the FDOT shall be used for the adjustment of unit prices. This report is available on FDOT's internet site. The address is: http://www1, I .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 snake adjustments for decreases in the cost of asphalt. WTP 1 & 3 Wellfield Expansion Phase ll City of Clearwater Project A 07-0037-UT M&C Project #: 0992-0190 Section IV Technical Specifications IV-28 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 urigation system, complete, as indicated on the drawings and/or specified. Work noted as NIC", "existing", or "by others" is not rncl.uded 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 tinder 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. 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 star 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. WTP 1 & 3 Wellfield Expansion Phase ll Section IV City of Clearwater Project #: 07-0037-UT Technical Specifications M&C Project #- 0992-0190 IV 29 b. Two-hour instruction. (nunimum) 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, al.l 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 tirnes to maintain plant materials. C. The Irrigation Contractor is responsible to maintain the work area and equipment until :final acceptance by the Engineer. Repairs and replacement of equipment broken, stolen, or missing as well as regular maintenance operations shall be the obligation of the contractor. D. The Irrigation Contractor shall submit a traffic control plan (per FDOT specifications) to the Engineer prior to initiating construction on the site. The Contractor shall be responsible for the maintenance of traffic signs, barriers, and any additional equipment to comply with the FDOT standards and to ensure the safety of its employees and the public. 25.1.1.3 WARRANTY A. The Manufacturer(s) shall warrant the irrigation systern components to give satisfactory service for one (1) year period from the date of acceptance by the Engineer and the City 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, 1.120, Schedule 40, conforming to ASTM D2665 Lund 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 WTP 1 & 3 Wellfield Expansion Phase ll City of Clearwater Project #. 07-0037-UT M&C Project #, 0992-0190 Section IV Technical Specifications IV 30 E P] trademark, material designation, size, applicable 1PS 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 shalt be of contrasting color and be easily recognizable against PVC pipe. 25.1.2.5 THREADED CONNECTIONS A. Threaded PVC connections shall be made using Teflon tape or Teflon pipe sealant. 25.1.2.6 GATE VALVES 25.1.2.6.1 MANUAL GATE VALVES 2 IN. AND SMALLER A. Provide the following, unless otherwise noted on Drawings: 1. 200-250 psi Ball Valve 2. PVC body - with Teflon Ball Seals 3. Threaded-Dual end Union Connectors 4. Non-Shock Safe-T-Shear Stem 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 21/2" IN. AND LARGER A. Provide the following, unless otherwise noted on Drawings: 1. AWWA-C-509 1 200 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) WTP 1 & 3 Wellfield Expansion Phase 11 Section IV City of Clearwater Project #: 07-0037-UT Technical Specifications M&C Project #. 0992-0190 IV-31 25.1.2.8 REMOTE CONTROL VALVES A. The remote control valve shall be a solenoid actuated, balance-pressure across-the diaphragm type capable of having a flow rate of 25-30 gallons per minute (GPM) with a pressure loss not to exceed 6.1 pounds per square inch (PSI). The valve pressure rating shall not be less than 150 psi. B. The valve body and bonnent shall be constructed of high impact weather- resistant plastic, stainless steel and. other chemical/UV resistant materials. The valve's one-piece diaphragm shall, be of durable santoprene material with a clog resistant metering orifice. C. The valve body shall have a 1" inch (FNPT) inlet and outlet or a one inch slip by slip inlet and outlet for solvent weld pipe connections. D. The valve construction shall be as such to provide for all internal parts to be removable from the top of the valve without disturbing the valve installation. E. The valve shall be as manufactured by Rain Bird Sprinkler Mfg. Corp., Glendora, California, or approved equal. F. Identify all control valves using metal. I.D. tags numbered to match drawings. 25.1.2.9 VALVE BOXES A. For remote control drip valve assernbly and UNIK control timer use a Brooks #36 concrete value box with #36-T cast iron traffic bearing cover, or approved equal. B. For flush valve assembly use an Ametek #181014 (10'") circular valve box with #181015 cover comparable to Brooks, or approved equal. C. For air relief assembly use an Ametek #182001 (6") economy turf box with #182002 cover comparable to Brooks, or approved equal. 25.1.2.10 DRIP IRRIGATION 25.1.2.10.1 CONSTRUCTION A. Techline shall consist of nominal sized one-half inch (1/2") low-density linear polyethylene tubing with internal pressure compensating, continuously self-cleaning, integral drippers at a specified spacing, (12", 18", or 24" centers). The tubing shall be brown in color and conform to an outside diameter (O.D.) of 0.67 inches and an inside diameter (I.D.) of 0.57 inches. Individual pressure compensating d.rippers shall be welded to the inside wall of the tubing as an integral part of the tubing assembly. These drippers shall be constructed of plastic with a hard plastic diaphragm retainer and a self-- flushing/cleaning elastorner diaphragm extending the hill length of the dripper. 25.1.2.10.2 OPERATION A. The drippers shall have the ability to independently regulate discharge rates, with an inlet pressure of seven to seventy (7-70) pounds per square inch (,PSI), at a, constant flow and with a manufacturer's coefficient of variability (Cv) of 0.03. Recommended operating pressure shall be between 15-45 PSI. The dripper discharge rate shall be 0.4, 0.6, or 0.9 gallons per hour- (GPH) utilizing a combination turbulent flow/reduced pressure I WTP 1 & 3 Wellfield Expansion Phase II Section IV City of Clearwater Project #: 07-0037-UT Technical Specifications M&C Project #: 0992-0190 IV-32 compensation cell mechanism and a diaphragm to maintain uniform discharge rates. The drippers shall continuously clean themselves while in operation. The dripperline shall be available in 12", 18" and 24" spacing between drippers unless olherw.Ise 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. Sending 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. 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 constricted of chemical resistant thennoplastic 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 progran-unable by a separate transmitter device only. The program shall be communicated to the Control Module from the Field Transmitter via an infrared connection. The controller shall be of a module type which may be installed in a valve box underground. The controller shall function normally if submerged in water and the communication 'from the transmitter shall function if submerged in water. WTP 1 & 3 Wellfield Expansion Phase B Section IV City of Clearwater Project #: 07-0037-UT Technical Specifications M&C Project #. 0992-0190 IV-33 r 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 ininute 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 Bud 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 all 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 o,ne nninute when not in use. C. The Field Transmitter shall be capable of programming an unlimited number of UN1K Control Modules. D. The Field Transmitter shall be as manufactured by Rain Bird Sprinkler Mfg. Corp., Glendora, California GSA. 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. WTP 1 & 3 Wellfield Expansion Phase 11 City of Clearwater Project & 07-0037-UT M&C Project #. 0992-0190 Section IV Technical Specifications 1'V 34 t J 1 iI L C. During the progress of the work, a competent superintendent and any assistants necessary shall be on site, all satisfactory to the Engineer. This superintendent shall not be changed, except with the consent of the Engineer. The superintendent shall, represent the Contractor in his absence and all directions given to the superintendent shall be as binding as if given to the Contractor. D. Obtain and pay for all irrigation and plumbing permits and all inspections required by outside authorities. E. All work indicated or notes on the Drawings shall be provided whether or not specifically mentioned in these Technical Special Provisions. F. If there are ambiguities between the Drawings and Specifications, and specific interpretation or- clarification is not issued prior to bidding, the interpretation or clarification will be made only by the Engineer, and the Contractor shall comply with the decisions. In event the installation contradicts the directions given, the installation shall be corrected by the Contractor at no additional cost. G. Layout of sprinkler lines shown on the Drawing is diagrammatic only. Location of sprinkler equipment is contingent upon and subject to integration with all other underground utilities. Contractor shall ernploy 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. 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 .li.nes which cross at angles of 45 degrees to 90 degrees. E. Exercise care when excavating, trenching and working near- existing utilities. 25.1.3.2.2 BACKFILLING A. All pressure supply lines (mainline) shall have 18" of fill placed over the pipe. WTP 1 & 3 Wellfield Expansion Phase ll Section IV City of Clearwater Project #: 07-0037-UT Technical Specifications M&C Project #: 0992-0190 IV-35 u B. Initial backfill on all lines shall be of a fine granular material with no foreign matter larger than 1/z in. C. Compact backfill according to Section 125 of FDOT Specification Book, 1996 Edition. D. Do not, under any circumstances, use equipment or vehicle wheels for compacting soil. E. Restore grades and repair damages where settling occurs. F. Compact each layer of fill with approved equipment to achieve a maximum density per AASHTO T 180 - latest edition. Under landscaped area, compaction shall not exceed 95% of maximum density. G. Compaction shall be obtained by the use of mechanical tampers or approved hand tarnpers. 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 1.00 square inches. Special. precautions shall be takert 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. I.. Planting locations shall take precedence over sprinkler and piping locations. 2. Report to Owner any major deviation horn routing indicated. C. Conform to Drawings layout without offsetting the various assemblies from the pressure supply line. D. Layout drip tube and make any ininor 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. 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. WTP 1 & 3 Wellfield Expansion Phase ll City of Clearwater Project #. 07-0037-UT M&C Project #. 0992-0190 Section IV Technical Specifications IV-36 C 7 t I 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 reco.minendations. S. Prepare all welded joints with manufacturer's cleaner prior to applying solvent. 1. Allow welded joints as least 1.5 minutes setup/curing time before rnovi,ng 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 recoiru-vended otherwise by solvent manufacturer. C. Curing 1. When the temperature is above 80 degrees F., allow soluble weld joints at least 24 hours curing time before water is introduced under pressure. D. Flushing the system: 1. After all sprinkler pipe lines and risers are in place and connected, open the control valves and flush out the system with a full head of water. E. Installing piping under existing pavement: 1. Piping under existing pavement may be installed by jacking & boring. 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. WTP 1 & 3 Wellfield Expansion Phase ll City of Clearwater Project #. 07-0037-UT M&C Project A 0992-0190 Section IV Technical Specifications IV-37 B. Install valves in a plumb position with 24 in. minimum maintenance clearance from other equipment, 3 feet minimum frorn edges of sidewalks, buildings, and walls, and no closer than 7 :feet from the back of curb or edge of pavement along roadways. C. Contractor shall adjust the valve to provide the proper flow rate or operating pressure for each sprinkler zone. 25.1.3.3.7 GATE VALVES A. Install where indicated and with sufficient clearance from other materials for proper maintenance. B. Check and tighten valve bonnet packing before backfill. 25.2 LANDSCAPE 25.2.1 GENERAL 25.2.1.1 RELATED DOCUMENTS A. The Contract Documents shall include the Plans, Details, Specifications, Bid Proposal, Contract Agreement, including Installation Schedule, all Addenda, and Contractual and Special Conditions when required. 25.2.1.2 REQUIREMENTS OF REGULATORY AGENCIES A. Comply with Federal, State, Local, and other duly constituted authorities and regulatory agencies, without additional cost to the Owner in hatters pertaining to codes, safety, and environmental matters. B. Any permits for the installation or construction of any of the work included under the contract, which are required by any of the legally constituted authorities having jurisdiction, shall be arranged for by the Contractor and paid for directly by the Contractor, unless otherwise agreed upon in writing. 25.2.1.3 SCOPE OF WORK A. All provisions of Contract, including General and Special Provisions and Plans, apply to the work specified in this Section. The Scope of Work includes everything for and 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 al,l, 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 un,i.foran, will drain adequately, and will. comply with the intent of the landscape drawings. C I WTP 1 & 3 Wellfield Expansion Phase 11 Section IV City of Clearwater Project #- 07-0037-UT Technical Specifications M&C Project #: 0992-0190 1V--38 I 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 Plaits and Specifications exists, the Plan shall predominate and be considered the controlling document. D. During this work, the Contractor shall be responsible for maintaining safety among persons in his employ in accordance with the standards. set by The Occupational Safety and Health Act of 1970 (and all subsequent amendments). Owner and Landscape Architect shall be held hai-mless from any accident, injury or any other incident resulting from compliance or non-compliance with these standards. E. The Contractor shall cooperate with and coordinate with all other trades whose work is built into or affects the work in this Section. F. All appropriate utility companies and agencies shall be contacted 72 hours prior to excavation. Call "One Call" at 1-800-432-4770. G. The Contractor shall carefully examine the site and all existing conditions affecting the work, such as. soil, obstructions, existing trees, utilities, etc. Report any conditions in conflict with the work to the Landscape Architect. 25.2.1.5 SUBMITTALS A. The Contractor is required to submit prior to the expiration of the required maintenance period, two copies of typewritten instructions recommending procedures to be established by the Owner for maintenance of landscape work for a period of one year. B. Furnish unit prices for all plant materials and inert materials, including labor for all specified work. 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. WTP 1 & 3 Wellfield Expansion Phase ll Section IV City of Clearwater Project #: 07-0037-UT Technical Specifications M&C Project #. 0992-0190 IV--39 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 fi-onds. 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 Island Date Palms or similar, the clear trunk measurement includes the "nut" at the base of the fronds. Clear wood is measured from the ground to the bottom of the base of the lowest leaf sheath or boot, trimmed in a natural manner. For example, on Canary Island Date Palms or sirni.l.ar, 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.: O. C.: DIA.: Gallon container size, i.e., l gallon, 3 gallon, 7 gallon, etc. On center, distance between plant centers. Diameter. LVS.: Leaves. D.B..H.. Diameter or caliper of main trunk of tree as measured at breast height at 4-1/2 feet above grade. CAL.: Caliper, the outside diameter of up to a four inch tree is measured six inches above grade, larger trees are measured at 12 inches above grade. B&.13: Balled and burlapped in accordance with horticultural standards of the American Association of Nurserymen. WTP 1 & 3 Wellfield Expansion Phase 11 Section IV City of Clearwater Project #: 07-0037-UT Technical Specifications M&C Project #_ 0992-0190 IV-40 I PPP: Plants per pot. FG: Field grown. STD.: Standard, single, straight ti urik. Owner: To be known as that entity which holds title or control to the premises on which the work is performed. Owner's Representative: Owner's on-site representative shall be responsible for approval of quantity and quality of materials specified and execution of installation. Contractor: Shall refer to that person or enterprise commonly known as the Landscape Contractor. Landscape Architect: This person or firm is the responsible representative of the Owner who produces the landscape Plans and Specifications. 25.2.1.8 PRODUCT DELIVERY, STORAGE, AND HANDLING 25.2.1.8.1 PLANT MATERIALS A. Provide container grown or, if appropriate, freshly dug trees and shrubs. Do not prairie 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 camlot be planted upon delivery shall have their root balls covered with moist soil or mulch. 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 darnage 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 WTP 1 & 3 Wellfield Expansion Phase 11 Section IV City of Clearwater Project #: 07-0037-UT Technical Specifications M&C Project #: 0992-0190 IV -41 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 b 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 couirrion naive. 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 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 home by the Conti-actor at no additional cost to the Owner. WTP 1 & 3 Wellfield Expansion Phase 9 City of Clearwater Project #. 07-0037-UT M&C Project #: 0992-0190 Section IV Technical Specifications 1V--42 t 1.1 11 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. 1 25.2.1.9.3 UTILITIES A. The Contractor shall perform work in a manner which will avoid conflicts with utilities. Hand excavate, as required, to mininuze possibility of damage to underground utilities. Maintain grade stakes set by others until removal is mutually agreed upon by all parties concerned. 25.2.2 PRODUCTS 25.2.2.1 MATERIALS 25.2.2.1.1 PLANT MATERIALS: NOMENCLATURE A. Plant species, sizes, etc. shall be per Plans and Specifications on Plant Material Scheduled. Nomenclature is per Manual of Cultivated Plant, Standard Encyclopedia of Horticulture, L.H. Bailey, or Standardized Plant Narnes Dictionary, Arnerican 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 fxom insect pests or their eggs, plant diseases, defects and injuries. Plants shall be well branched and densely foliated when in leaf mid 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. 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 WTP 1 & 3 Wellfield Expansion Phase H Section IV City of Clearwater Project #- 07-0037-UT Technical Specifications M&C Project #. 0992-0190 IV-43 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. 1. Balled and burlapped plants shall have firm, natural balls of earth of sufficient diameter and depth to encompass the feeding root system necessary for full development of the plant and to conform with the standards of the American Association of Nurserymen. Root balls and tree trunks shall not be damaged by improper binding and B & B procedures. J. Container-grown plants may be substituted for balled and burlapped plants or vice-versa provided the quality is equal or better than specified and the Landscape Architect approves the substitution. K. Container grown stock shall have been grown in containers for at least four months, but not over two years. If requested, samples must be shown to prove no root bound condition exists. 25.2.2.1.3 GRASSES: SOD OR SEED A. Sod or seed (as/if specified) shall be a species as stated on the Plan. Solid sod shall be of even thickness and with a good root structure, 95% free of noxious week, freshly rnowed 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 1.00% Grade "B" shredded cypress bark mulch, thoroughly mixed with a pre-emergence weed killer according to the label directions as specified on the plan. B. Install mulch to an even depth of 3" before compaction. 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. L a WTP 1 & 3 Wellfield Expansion Phase Il Section IV City of Clearwater Project #: 07-0037-UT Technical Specifications M&C Project #. 0992-0190 IV-44 B. All fertilizer shall beat the manufacturer's statement of analysis and. shall contain the appropriate minimum amounts of elements for the type of use specified herein. C. Agri.fonn 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 forth. The ratio of nitrogen to potash will be 1:1 or 2:1 for complete fertilizer formulations. Phosphorus shall be no more than 1/4 the nitrogen level. They shall also contain magnesium and micronutrients (i.e. manganese, iron, zinc, copper, etc.). 25.2.2.1.6 STAKES AND GUYS A. For trees, approved plastic or rubber guys shall be used between the stakes and the tree trunk. Galvanized steel guy wire shall not be used. B. Stakes shall be cut from 2" x 4" pressure treated (p.t.) stock for trees over 2" caliper. Stakes shall be 2" x 2" pressure treated (p.t.) stock for trees 2" caliper and under. A minimum of 2 stakes per tree or an optional 3 stakes per tree shall be used. C. For single trunk palms, stakes shall be cut from 2" x 4" pressure treated (p.t.) stock, with a minimum of 3 stakes per palm. Batten consisting of 5 layers of burlap and 5 - 2" x 4" by 16" wood connected with two - 3/a" 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, instaff 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 I". C. Backfill and clean fill dirt provided by the Contractor shalt 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 a hindrance to grading, planting, and maintenance procedures arld operations. No heavily organic soil, such as muck or peat shal I 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. WTP 1 & 3 Wel/field Expansion Phase 9 Section IV City of Clearwater Project #: 07-0037-UT Technical Specifications M&C Project #: 0992-0190 IV-45 L I 25.2.2.1.8 SOIL AMENDMENTS A. Terra-Sorb AG or approved equal, soil amendment shall be mixed with native or planting soil for all trees, shrubs, ground cover, and annuals according to manufacturer's recommended application rates and methods, if specified on the Plans. 25.2.2.1.9 TREE PROTECTION A. Wood fencing shall be 2" x 4" pressure treated (p.t.) stock with flagging on horizontal members. Space vertical members 6 feet to 8 feet on center. The balxicade 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 - 1/z feet above grade. 25.2.2.1.10 ROOT BARRIER SYSTEM A. Root barrier fabric shall be installed when specified in the plans and/or specifications for protection of adjacent paved surfaces according to specific product name or equal. Install as directed by the manufacturer. 25.2.2.1.11 PACKAGED MATERIALS A. Deliver packaged materials in containers showing weight, analysis and name of manufacturer. Protect materials from deterioration during delivery and while stored at the site. 25.2.2.1.12 PESTICIDES A. Pesticides shall be only approved, safe brands applied according to manufacturer's directions. 25.2.3 EXECUTION 25.2.3.1 PREPARATION 25.2.3.1.1 OBSTRUCTIONS BELOW GROUND A. It shall be the responsibility of the Contractor to locate and mark all underground utilities, irrigation lines and wiring prior to commence,rnen.t 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. Al.] proposed landscape areas containing existing turf grass or weeds shall be treated with Monsanto's "Round-Up" per manufacturer's specifications. All proposed landscape areas adjacent to water bodies shall be treated with "Rodeo" per the manufacturer's specifications. WTP 1 & 3 Wellfield Expansion Phase ll City of Clearwater Project A 07-0037-UT M&C Project # 0992-0190 Section IV Technical Specifications IV-46 n 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 - 1/2 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 pr-eparation. Loosen sub- grade of seed, and sod areas to a minimum depth of 4 inches. C. Immediately prior to any turf work, the Contractor shell finish grade the soil to a smooth, even surface assuring positive drainage away- frown buildings and the subsequent turf flush to the tops of adjacent curbs and sidewalks. The surface shall be sloped to existing yard drains. D. A complete fertilizer shall be applied to St. Augustine or Bahia grass at a rate of one (1) pound of nitrogen per 1000 square feet. Fertilizer shall be commercial grade, mixed granules, with 30% - 505 of the nitrogen being in slow or controlled release form. Thoroughly work fertilizer into the top 4 inches of soil. WTP 1 & 3 Welifield Expansion Phase lI Section IV City of Clearwater Project #. 07-0037-UT Technical Specifications M&C Project #. 0992-0190 IV-47 E. Moisten prepared seed and sod. areas before planting if soil is dry. Water thoroughly and allow surface moisture to dry before planting lawns. Do not create a muddy soil condition. 25.2.3.2 INSTALLATION 25.2.3.2.1 BERM CONSTRUCTION (IF SPECIFIED) A. Install berms at location and design shown on Plans and at the height and slope indicated. Height stated is for finished berm with soil at natural compaction. B. Exact location and configuration of berms may require modification to allow proper drainage; such changes will be coordinated with the Landscape Architect. C. If shown on the Plan, construct berms using clean sandy loam fill dirt which is well- drained, free of rocks, roots, or other debris, with a soil pH of an acid Nature (about 6.0 - 6.5). No heavily organic soil, such as muck or peat shall be used in berm construction. 25.2.3.2.2 LAYOUT OF PLANT MATERIALS A. Unless otherwise stipulated, plant materials shall be approximately located per the plans by scale measurements using established building, columns, curbs, screen walls, etc. as the measuring reference point. Slight shifting may be required to clear wires, prevent blockage of signage, etc. B. Shrubs and ground covers shall be located and spaced as noted on the plant material schedule (if provided), otherwise plants will be placed in the planting beds at the non rally 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 :I 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. WTP i & 3 Wellfield Expansion Phase 11 Section IV City of Clearwater Project A 07-0037-UT Technical Specifications M&C Project A 0992-0190 IV-48 A li i pp cat on rate: 1 gallon 1 - 21 gram tablet 3 gallon 2 - 21 gram tablet 5 gallon 3 - 21 gram tablet 7 gallon 4 - 21. gram tablet Trees 3 tablets each 1/2" (12 millimeters) caliper Palms 7- 21 gram tablets D. Native soil shall, be used in back-filling plant pits or as specified. The Contractor shall be responsible for providing additional. soil. for building tree saucers. E. When balled and burlapped plants are set, undisturbed native soil shall be left under the base of the root ball to prevent voids. Back-fill tilled and loosened native soil around the sides of the root ball. Remove the top 4 inches (100 millimeters) of burlap wire, and all tie-down material from the root ball. Do not remove these materials from the bottom of the root ball. Thoroughly water-in before bringing the back-fill up to the proper grade Roots of bare plants shall be properly spread out, and planting soil carefully worked in among there. 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 Curies the width of the root ball. Backtill tilled and loosened native soil around the sides of the root ball. Thoroughly water-in before bringing the backfill up to the proper grade. G. Plant spacing shall be "on center" and varies with the different plant species. Space each variety of plant equally in the planting areas. Shrubs and ground covers adjacent to straight or curved edges shall be triangular - spaced in rows parallel to those edges. Plant a minimum of 18 inches :from the back of the curb to the outside edge of the plant. H. All, azaleas shall be placed into a prepared bed of amended soil containing 50% weed-free Florida peat or approved equivalent. Root balls shall be scarified vertically at 120 degree angles in a triangular pattern. 1. Sabal palms may be planted deeper than normal if conditions warrant and if approved, 25.2.3.2.4 SODDING A. During periods of drought, sod shall be watered sufficiently at its origin to moisten the soil adequately to the depth to which it Is to be cut. B. An application of 6-6-6, 40% organic, slow or controlled release fertilizer shall be made to all lawn areas just prior to the laying of the sod at a rate of one (1) pound of nitrogen per 1,000 square feet. The ground shall be wet down before the sod is laid in place. C. Solid sod shall be laid tightly with closely abutting staggered joints with an even surface edge and sod edge, in a neat and clean manner to the edge of all the paving and shrub areas. Cut down soil level to 1 inch to 1-1/2 inches below top of walks prior to laying sod. D. Within 2 hours after installing sod and prior to rolling, irrigate the sod. Sufficient water shall be applied to wet the sod thoroughly and to wet the sod to a depth of 2 inches (50 r il.limeter-s). Watering shall be done in a manner that will avoid erosion due to the WTP 1 & 3 Wellfield Expansion Phase 11 Section IV City of Clearwater Project #. 07-0037-UT Technical Specifications M&C Project A 0992-0190 IV-49 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. E. The sod. shall be pressed firmly into contact with the sod bed using a turf roller or other approved equipment so as to eliminate air pockets, provide a true and even surface and insure knitting without any displacement of the sod or deformation of the surfaces of sodded areas. After the sodding operation has been completed, the edges of the area shall be smooth and shall conform to the grades indicated. F. If, in the opinion of the Landscape Architect, top dressing is necessary after rolling, clean silica sand shall be used to fill voids. Evenly apply sand over the entire surface to be leveled, filling-in dips and voids and thoroughly washing into the sod areas. G. On slopes steeper than 2:1. and as required, the sod shall be fastened in place with suitable wooden pins or by other approved method. 25.2.3.2.5 SEEDING A. Seed shall be installed per the specifications of the State of Florida Department of Transportation. See plan for type of seed. 25.2.3.2.6 TREE GUYING, BRACING AND STAKING A. Tree guying, staking and bracing shall be the responsibility of the Contractor per sound nursery practices, and shall be done per details shown on the Plans. For trees, a minimum of 2 stakes per tree or an optional 3 stakes per tree at 120 degree spacing shall be used. Stakes shall be driven in at an angle, then tightened to vertical supported by approved plastic or rubber guys. Trees shall be staked with a minimum of 4 feet height of stake above grade and a minimum of 30 inches of stake below grade. B. For single trunk palms, a minimum of 3 stakes per palm at 120 degree spacing shall be used. Toenail. the stakes to batten consisting of 5 layers of burlap and 5- 2 inch x 4 inch x 16 inch wood connected with two 3/ inch steel bands. Palms shall be staked with a minimum of 5 feet of stake above grade. C. Contractor shall remove all tree guying, staking, and bracing from trees six (6) months after the date of final acceptance of the landscape work. D. Stake only trees that require support to maintain a plumb position or are in potentially hazardous areas. 25.2.3.2.7 MULCHING A. All planting beds shall be weed-free prior to mulching. B. All curb, roadway, and bed line edges will be "trenched" to help contain the applied mulch. C. All plant beds and tree rings shall be mulched evenly with a 3 inch layer (before compaction) of 1.00% Grade B recycled cypress bark mulch, or other mulch as specified on the Plans or General. Notes. I WTP 1 & 3 Wellfield Expansion Phase Il Section IV City of Clearwater Project A 07-0037-UT Technical Specifications M&C Project #. 0992-0190 IV-50 C 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. 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 unatelials 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 alt 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. w 11 25.2.3.2.10 PROTECTION A. The Contractor shall provide safeguards for the protection of workmen and others on, about, or adjacent to the work, as required under the parameters of the Occupational Safety and Health Administration (O.S.H.A.) standards. B. The Contractor shall protect the Owner's and adjacent property from damage. C. the Contractor shall protect the landscape work and materials from damage due to landscape operations. Maintain protection during installation and maintenance periods. D. The Contractor shall provide protection (tree barricades) for all. existing trees and palms as specified. 25.2.3.2.11 REPAIR OF DAMAGES E. The Contractor shall repair all damage caused by his operations to other materials, property, or trades to a level equal in quality to the existing condition prior to damage. F. The Contractor shall be held responsible for all damage done by his work or employees to other materials or trades' work. Patching and replacement of damaged work may be done by others, at the Owner's direction, but the cost of same shall be paid by the Contractor who is responsible for the damage. WTP 1 & 3 Wellfield Expansion Phase 11 City of Clearwater Project #. 07-0037-UT M&C Project #: 0992-0190 Section IV Technical Specifications IV-51 25.2.3.3 MAINTENANCE I 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 at7d, regrading, and any other procedures consistent with the good horticultural practice necessary to insure normal, vigorous and healthy growth of all work under the Contract. Mowing shall be consistent with the recommended height per the University of Florida Cooperative Extension Service. 1 Within the warranty period, the Contractor shall notify the Owner of any maintenance practices being followed or omitted which would be detrimental to the healthy, vigorous growth of the landscape. 3. The Contractor shall be responsible for the final watering of not less than one inch of water for all planted materials before leaving the site. 25.2.3.4 INSPECTION, REJECTION, AND ACCEPTANCE 25.2.3.4.1 INSPECTION A. Upon completion of the installation, the Contractor will notify the Owner or the Owner's Representative that the job is ready for inspection. Within 15 days of notifications, the installation will be inspected by the Landscape Architect. A written and/or graphic inspection report will be sent to the Owner and/or Landscape Contractor. 25.2.3.4.2 REJECTION AND REPLACEMENT A. The Landscape Architect shall be final judge as to the suitability and acceptability of any part of the work. Plant material will be rejected if it does not meet the requirements set forth ill 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 iterns, the Owner or Project Representative will accept the project in Writing. B. Upon Final Acceptance, the Owner assumes responsibility for maintenance within the teirns 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. WTP 1 & 3 Wellfield Expansion Phase H Section IV City of Clearwater Project #. 07-0037-UT Technical Specifications M&C Project #: 09920190 IV-52 I . 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. 1 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 additional compensation will be made to the Contractor for plants installed that exceed specifications. 25.2.3.5 WARRANTY A. The Contractor shall warranty all palms and trees furnished under this contract for a period of one (1) year and all shrubs for a period of six (6) months. Material which is ?. either dead or in poor health during this period or at completion will be replaced at no charge to the Owner. Should any of the plant materials show 50% or more defoliation during the warranty period, due to the Contractor's use of poor quality or improper materials or workmanship, the Contractor upon notice, shall replace without delay same with no additional cost to the Owner. Should any plant require replacing, the new plant shall be given the equal amount of warranty. 26 HDPE DEFORMED - REFORMED PIPE LINING 26.1 INTENT It is the intention of this specification to provide for the trenchless restoration of 8" to 12" sanitary sewers by the installation of a high density polyethylene, jointless, continuous, fold and forth pipe liner which is watertight and chemically resistant to withstand exposure to domestic sewage including all labor, materials and equipment to provide for a complete, fully restored and functioning installation. 26.2 PRODUCT AND CONTRACTOR/INSTALLER ACCEPTABILITY The City requires that all contractors be prequalified. See General Conditions regarding contractor prequalification. In addition, the City requires a proven extensive tract record tor- the fold and. forth liner system to be used in this project. All contractors submztttng 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. WTP 1 & 3 Wellfield Expansion Phase 11 Section IV City of Clearwater Project #: 07-0037-UT Technical Specifications M&C Project A 0992-0190 IV-53 26.3 MATERIALS Pipe shall be made from P. E. 3408 polyethylene resins complying with ASTM D 3350, cell classification: P.E. 345434 D for High Density. It shall be Type 3, Grade 4, Class D, according to ASTM D 1248. The Contractor shall provide certified test results 'for review by the Engineer, from the manufacturer, that the material conforms with the applicable requirements. Material shall have a minimum thickness of SDR 32.5. Pipe specimens shall comply with the minimum property values shown below with the applicable ASTM requirements: Material Property ASTM Method Value IIDPE Tensile Strength D 638 3,300 psi HDPE Elasticity Modulus E=l 1.3,000 psi Impact Strength - D 256 A 3.0 ft-lb/in Flexure Modulus E=136,000 psi Expansion Coeff. c=0.009 in/.in/deg F At the time of manufacture, each lot of liner shall be reviewed for defects and tested in accordance with ASTM D 2837 and D 1691 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. t Lining manufacturer shall submit to the Engineer for approval as requested, complete design calculations for the liner thickness. The criteria for liner design shall be HS-20 traffic loading, water table to the ground surface, minimum expected lifetime of 50 years, and no structural strength retained from the existing pipe. Liner materials shall meet manufactures specifications of Pipe Liners, Inc. 3421 N. Causeway, Suite 321, New Orleans, LA 70002, 1-800-3443744 or approved equal. Any approved equal liner system must be approved by the Engineer as an equal system prior to receiving bids. Request for contractor prequalification and/or equal liner system approval must be received by the Engineer no later than 14 days prior to the date for receiving bids. 26.4 CLEANING/SURFACE PREPARATION It shall be the responsibility of the Contractor to clean and prepare the existing pipes for rehabilitation. The Contractor will thoroughly clean the interior of the sewers to produce a clean interior surface free of all coatings, sand, rock, roots, sludge, or other deleterious materials prior to liner insertion. Bypass pumping will be provided by the Contractor as part of the unit cost o:l. restoration. Bypass operations are to be so arranged as to cause minimum disruptions to local WTP 1 & 3 Wellfield Expansion Phase H Section IV City of Clearwater Project #. 07-0037-UT Technical Specifications M&C Project #. 0992-0190 1V-54 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. 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 inu-nediately 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 sbal.l 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 nonnnal usage by the delivery of door bangers with appropriate inforn-Latio.n regarding the construction project. 26.8 TIME OF CONSTRUCTION Construction schedules will be submitted by the Contractor and approved by the Engineer. At no time will any sanitary sewer service connection remain inoperative for more than a eight hour period without a service bypass being operated by the Contractor. In the event that sewage WTP 1 & 3 Wellfield Expansion Phase 11 Section IV City of Clearwater Project #_ 07-0037-UT Technical Specifications M&C Project #: 0992-0190 IV-55 backup occurs and enters buildings, the Contractor shall be responsible for cleanup, repair and property damage costs and claims. 26.9 PAYMENT Payment for sanitary sewer restoration shall be made per lineal foot including all preparation, bypass pumping, equipment, labor, materials, operations, restoration, etc, to provide a fully completed and operational sewer. Payment shall be measured. from center of manhole to center of manhole for the sanitary systems and from end of pipe to end of pipe for storm systems. 27 PLANT MIX DRIVEWAYS New driveways or existing black top driveways that must be broken back in widening the pavement (remove only enough to allow adequate grade for access to the street) shall be constructed or replaced in accordance with the specifications for paving the street with the exception that the base shall be six (6) inches. Use Section 23 G Asphaltic Concrete as specified for the street paving. When finished surface of existing drive is gravel, replace ment 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 I Concrete Curbs shall be constructed to the line, grade and dimensions as shown on the plans. Unless otherwise noted, all. concrete curbs shall have fiber mesh reinforcement and have a minimum strength of 3000 p.s.i. at 28 days. Expansion joints shall be placed at intervals not to exceed 100 feet, and scored joints shall be placed at intervals not to exceed 10 feet. In addition, all the requirements of City Articles 6, 7, and 8 shall also apply. The Contractor shall notify the Project Inspector a minimum of 24 hours in advance of the placement of all concrete curbs. 29.1 BASIS OF MEASUREMENT The basis of measurement shall be lineal feet of curb in place and accepted. WTP 1 & 3 Welltield Expansion Phase 11 Section IV City of Clearwater Project #_ 07-0037-UT Technical Specifications M&C Project A 09920190 IV-56 29.2 BASIS OF PAYMENT Payment shall be the unit price per lineal foot of curb, which price shall be frill 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 I I 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 shal„l, have a minimum thickness of four inches (4"), except at driveway crossings where a minimum thickness of six inches (6") is required. Also, 6/6 X 10/10 welded wire mesh reinforcement is required for all sidewalk that crosses driveways. The welded wire mesh shall be positioned in the middle to upper third of the placement. No compensation shall be given if the welded wire rnesh is not properly placed.. Expansion joints shall be placed at intervals of not more than 100 hundred feet, and scoring marks shall be made every S 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 nunirnum of six (6) inches in thickness with 6/6 x 10/10 welded wire mesh reinforcement and a minimum horizontal distance between expansion joints of no less than four (4) feet measured in any direction. The welded wire mesh shall be positioned in the middle to upper thud 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, a,lI the requirements of City Articles 6, 7, and 8 shall also apply. The Contractor shall notify the Project Inspector a minimum of 24 hours in advance of the placement of all concrete sidewalks and driveways. 30.3 BASIS OF MEASUREMENT The basis of measurement shall be the number of square feet of 4" concrete sidewalk, 6" concrete sidewalk, and 6" concrete driveways in place and accepted. 30.4 BASIS OF PAYMENT Payment shall be the unit price per square foot for each item as measured above, which price shall be full compensation for all work described in this section and other applicable parts of the specifications and shall include all materials, equipment, tools, welded wire mesh where required, labor and incidentals necessary to complete the work. WTP 1 & 3 Wellfield Expansion Phase 11 Section IV City of Clearwater Project #. 07-0037-UT Technical Specifications M&C Project A 0992-0190 IV 57 L? 31 SODDING 11 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. hi sloped areas, the sod shall be graded and placed so as to prohibit erosion and underrni,ning of the adjacent sidewalk. No sod that has been cut 'for more than 72 hours can be used unless authorized by the Engineer in advance. The sod shall be thoroughly watered immediately after placement. The Contractor shall continue to water sod as needed and/or directed by the Engineer as indicated by sun exposure, soil, heat and rain conditions, to establish and assure growth, until termination of the contract. Dead sod, or sod not acceptable to the Engineer, shall be removed and replaced by the Contractor at no additional compensation. Any questions concerning the type of existing sod shall be determined by the Engineer. Unless otherwise noted on the plans, payment for sod (including labor, equipment, materials, placement, rolling, watering, etc.) shall be included in other bid items. Payment for these associated bid items may be withheld until the Contractor provides the City a healthy, properly placed stand of grass. When this work is given as a separate bid item, it shall cover all labor, equipment and materials, (including water) required for this work and shall be paid for on the basis of each square foot in place and accepted. No payment for sod shall be made until. the Contractor provides the City a healthy, properly placed stand of grass. 32 SEEDING Seed, or seed and mulch, shall only be used when specified for certain demolition projects. The seed and/or mulch shall be placed. as called for on the plans in the following manner. The area to be seeded shall be brought to the required line and grade, fertilized and seeded, in basic conformance with the latest edition of FDOT's Standard Specifications Sections 570, 981, 982 and 983. However, no wildflower seed shall be used, and Argentine Bahia Seed shall be used instead of Pensacola Bahia. No sprigging will be required. Also, the addition of 20 lb. of Rye Seed (to total 60 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 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 235. WTP 1 & 3 Wel/field Expansion Phase ll Section IV City of Clearwater Project #: 070037-UT Technical Specifications M&C Project #: 0992-0190 IV-58 t Engineer. Said structures shall be protected and saved from darnage 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 serni 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. 33.2 PRECAST TYPE The manhole base shall be set on a pad of dry native sand approximately five inches thick to secure proper seating and bearing. Precast Manholes and Junction Boxes. The Contractor may substitute precast manholes and junction boxes in lieu of cast in place units unless otherwise shown on the plans. Precast Inlets will not be acceptable. When precast units are substituted, the construction of such units must be in accordance with ASTM C 478, or the standard specifications at the manufacturers option. Precast structures must also rn,eet 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- strictures shall be on a unit basis. 34 MATERIAL USED This article deleted. See SECTION III, ARTICLE 19 - MATERIAL USED. 35 CONFLICT BETWEEN PLANS AND SPECIFICATIONS This article deleted. See SECTION III, ARTICLE 20 - CONFLICT BETWEEN PLANS AND SPECIFICATIONS. WTP 1 & 3 Wellfield Expansion Phase 11 Section IV City of Clearwater Project #. 07-0037-UT Technical Specifications M&C Project A 0992-0190 IV 59 36 STREET SIGNS The removal, covering or relocation of street signs by the Contractor is PROHIBITED. All street signs shall be removed, covered or relocated by the City's Traffic Engineering Division in accordance with Sections 700, 994, 995, and 996 of FDOT's Standard Specifications (latest edition). The Contractor shall notify the City's Traffic Engineering Division a minimum of 24 hours in advance of the proposed sign relocation, covering or removal. 37 AUDIONIDEO RECORDING OF WORK AREAS 37.1 CONTRACTOR TO PREPARE 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 AUDIO/VIDEO RECORDING The video recordings shall not be made more than twenty-one (21) days prior to construction in any area. 37.3 PROFESSIONAL VIDEOGRAPHERS The Contractor shall engage the services of a professional videographer. The color audio videotapes shall be prepared by a responsible cotrmiercial 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 foirn of imperfection. The audio portion of the :recording shall reproduce the commentary of the camera operator with proper volume, clarity and be free from distortion and interruptions. In some instances, audio video coverage may be required in areas not accessible by conventional wheeled vehicles. Such coverage shall be obtained by walking. 37.5 RECORDED INFORMATION, AUDIO Each recording shall begin with the current date, project name and be followed by the general location, i.e., viewing side and direction of progress. Accompanying the video recording of each video shall be a corresponding and simultaneously recorded audio recording. This audio recording, exclusively containing the commentary of the camera operator or aide, shall assist in viewer orientation and in any needed identification, differentiation, clarification, or objective description of the features being shown in the video portion of the recording. The audio recording shall also be free from any conversations. WTP 1 & 3 Wellfield Expansion Phase II Section IV City of Clearwater Project #. 070037 UT Technical Specifications M&C Project #: 09920190 IV--60 r? C 37.6 RECORDED INFORMATION VIDEO All video recordings must continuously display transparent digital inforarration to include the date and time of recording. The date information shal I 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 cainera 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. 37.8 LIGHTING All recording shall be done during lime 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. WTP 1 & 3 Wellfield Expansion Phase H Section IV City of Clearwater Project #. 07-0037-UT Technical Specifications M&C Project #. 0992-0190 IV-61 I 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 strictures, 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 tirne. 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 n 7 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. 38.2 PROTECTION AND STABILIZATION OF SOIL STOCKPILES Fill material stockpiles shall be protected at all times by on-site drainage controls which prevent erosion of the stockpiled material. Control of dust from such stockpiles may be required, depending upon their location and the expected length of time the stockpiles will be present. In no case shall an unstabilized stockpile remain after thirty (30) calendar days. 38.3 PROTECTION OF EXISTING STORM SEWER SYSTEMS During construction, all storm sewer inlets in the vicinity of the project shall. be protected by sediment traps such as secured hay bales, sod, stone, etc., which shall be maintained and modified as required by Construction progress, and which must be approved by the City Engineer before installation. 38.4 SEDIMENT TRAPPING MEASURES Sediment basins and traps, perimeter berms, filter fences, berms, sediment barriers, vegetative buffers and other measures intended to trap sediment and/or prevent the transport of sediment onto adjacent properties, or into existing water bodies; must be installed, constructed, or, in the case of vegetative buffers, protected from disturbance, as a first step in the land. alteration process. Such systems shall be fully operative and inspected by the City before any other disturbance of the site begins. Earthen structures including but not limited to berms, earth filters, WTP 1 & 3 Wellfield Expansion Phase ll Section 1V City of Clearwater Project A 07-0037-UT Technical Specifications M&C Project A 0992-0190 1V--62 I 1 dains or dikes shall be stabilized and protected frorn drainage damage or erosion within one weep of installation. 38.5 SEDIMENTATION BASINS Areas of 3 acres or more shall. be required to have temporary sedimentation basins as a positive remedy against downstreamn siltation and will be shown and detailed on construction plans. During development, permanent detention areas may be used in place of silt basins, provided they are maintained to the satisfaction of the City. The Contractor will be required to prohibit discharge of silt through the outfall structure during constriction of any detention area and will be required to clean out the detention area before installing any permanent subdrain pipe. In addition, permanent detention areas must be totally cleaned out and operating properly at final inspection and at the end of the one year warranty period. When temporary sedimentation basins are used, they shall be capable at all times of contain-ing at least one (1) cubic foot of sediment for each one hundred (100) square feet of area tributary to the basin. Such capacity shall be maintained throughout the project by regular removal of sediment from the basin. 1 38.6 WORKING IN OR CROSSING WATERWAYS OR WATERBODIES Land alteration and construction shall be minimized in berth 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 dura.ng land alteration, they must be stabilized within three (3) calendar days after the in channel work is completed. Silt curtains or other filter/siltation reduction devices must be installed on the downstream side of the in channel alteration activity to eliminate impacts due to increased turbidity. Wherever stream crossings are required, properly sized temporary culverts shall be provided by the contractor and removed when construction is completed. The area of the crossing shall. be restored to a condition as nearly as possible equal to that which existed prior to any construction activity. 38.7 SWALES, DITCHES AND CHANNELS All swales, ditches and channels leading from the site shall be sodded within three (3) days of excavation. All other interior swales, etc., including detention areas will. be sodded prior to issuance of a Certificate of Occupancy. 38.8 UNDERGROUND UTILITY CONSTRUCTION The construction of underground utility lines and other structures shall be done in accordance with the following standards: a. No more than 400 lineal feet of trench shall be open at any one time; b. Wherever consistent with safety and space consideration, excavated material shall be cast to the uphill side of trenches. Trench material shall not be cast into or onto the slope of any stream, channel, road ditch or waterway. WTP 1 & 3 Wellfield Expansion Phase ll Section 1V City of Clearwater Project #. 07-0037-UT Technical Specifications M&C Project #. 0992-0190 IV-63 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. WTP I & 3 Wellfield Expansion Phase 11 Section IV City of Clearwater Project A 07-0037-UT Technical Specifications M&C Project #. 0992-0190 IV 64 1 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 reinspection fee 3rd occurrence - $80 reinspecion 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 462-6126 or Planning & Development Services at 5624741.. 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 tirne delays to the pen-nit holder. Contact Engineering Department with specific questions at 562-4750. WTP 1 & 3 Wellfield Expansion Phase ll Section IV City of Clearwater Project #. 07-0037-UT Technical Specifications M&C Project #. 0992-0190 IV-65 wz OO W? QO O U W W H O Q U? w H U W P=1 F" Z w? O w W 0 W W ? ?z? H ? °°z ? a W U N z aoo w O o Q?? O z ?, ?zW ? O h c c,) Wz ? ?Po Z OUQ eu W ? H zao SOU r? w .? o U U ? x x Cl CD Co CD N O m oo y- va ri d' N n ? n ? ? o w U W w w ? ? z ? a 0 © 0 H W v U A ? z a a ? a Cl) C C) G V ' U R v `O n" a i o a o ? V Y U ? U ? O a U 6U•N P z U MHO HN x ? U z 0 0 z o ? a o x ? a A w ? ao 0 0 ? w... O ai ? w O a cd N L 01 Q m Z Ci7 v 0 p .., o o ? U W ? ? d0. 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 club. Marking placed on the club 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: C I SAFETY RED Electric power, distribution & transmission Municipal Electric Systems HIGH VISIBILITY SAFETY YELLOW Gas Distribution and Transmission Oil, Distribution and Transmission Dangerous Materials, Produce Lines, Steam Lines SAFETY ALERT ORANGE Telephone and Telegraph Systems Police and Fire Communications Cable Television SAFETY PRECAUTION BLUE Water Systems Slurry Pipe Lines SAFETY GREEN Sewer Systems LAVENDER RECLAIMED WATER WHITE PROPOSED EXCAVATION Marks placed on curbs shall be rectangular in shape and placed with the long dimension perpendicular to the flow line of the curb. Marks placed on valley gutter and modified curb shall be (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 I f, ARTICLE 24 -- AWARD OF CONTRACT, WORK SCHEDULE AND GUARANTEE. WTP 1 & 3 Wellfield Expansion Phase ll Section IV City of Clearwater Project #_ 07-0037-UT Technical Specifications M&C Project #. 0992-0190 IV-67 41 POTABLE WATERMAINS RECLAIMED WATERMAINS AND APPURTENANCES 41.1 SCOPE The Contractor shall furnish all plant, labor, materials surd 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. 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, sha.l,l, reflect modern design and engineering and shall be fabricated in a first class workmanlike manner. All iaterials, 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 C151/A21.51 81 or latest revision. Pipe thickness class, wall thickness and working pressure shall conform to the following table: Size Class Thickness (In.) Rated Water Working Pressure (PSI) 4" 51 0.26 350 6" 50 025 350 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 C 151/A21.51 81 or latest revision. i 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. WTP 1 & 3 Wellfield Expansion Phase 11 Section IV City of Clearwater Project #. 07-0037-UT Technical Specifications M&C Project #: 09920190 IV-68 41.2.2.2 POLYVINYL CHLORIDE (PVC) PIPE Polyvinyl Chloride (PVC) Pipe 4-inch through 8-inch shall be in accordance with ANSFAWWA C900 or latest revision and the American Society for Testing Materials (ASTM) Standard D 2241 and PVC Resin Compound conforming to ASTM Specification D 1784. Polyvinyl Chloride Pipe shall have the same O.D. as Cast and Ductile Iron Pipe and be compatible for use without special adapters with Cast Iron Fittings. Pipe dimension ratio, working pressure and laying length shall conform to the following table: Size Dimension Ratio (OD/Thick.) Rated Water Working Pressure (PSI) Laying Length (Ft) 4 18 1.50 20 6 a8 150 20 8 18 1.50 20 Pipe larger than 8-inch shall be ductile iron. The City Engineer reserves the right to require the use of ductile iron in sizes 4-inch through 8-inch when needed due to laying conditions or usage. The bell of 4-inch and larger PVC pipe shall consist of an integral wall section with a solid cross section elastomeric ring which meets the requirements of ASTM D 1869. Each length of pipe shall bear identification that will rernain legible during normal handling, storage and installation and so designate the testing agency that verified the suitability of the pipe material for potable water service. All polyvinyl chloride pipe shall be laid with two (2) strands of insulated 12 gauge A.W.G. solid strand copper wire taped to the top of each joint of pipe with about 18-inches between each piece of tape. It ,Is to be installed at every valve box through a 2-inch PVC pipe to 12-inches minimum above the top of the concrete slab. The 2-inch PVC pipe shall be the same length as the adjustable valve box, and the 2-inch PVC pipe shall be plugged with a 2-inch removable brass plug with recessed nut. This wire is to be continuous with splices made only by direct bury 3M brand splice kit approved by the Engineer. This wire is to be secured to all valves, tees and elbows. 41.2.2.3 FITTINGS AND JOINTS Fitting frorn 4-inch through 16-inch in size will be compact ductile ion cast in accordance with ANSFAWWA C153/A 21.53 with mechanical joint bells. Botts. nuts and gaskets shall be in accordance with requirements of ANSI/AWWA C 153/A 21.53. The working pressure rating shall be 350 P.S.I. Ductile iron fittings shall be coated and lined in accordance with require requirements of ANSFAWWA C104/A21.4. Mechanical joint glands shall be ductile iron in accordance with ANSFAWWA C111/A 21.11. When reference is made to ANSI/AWWA Standards, the latest revisions apply. Only those fittings and accessories that are of domestic (USA) manufacture will be acceptable. WTP 1 & 3 Wellfield Expansion Phase ll Section IV City of Clearwater Project #. 07-0037-UT Technical Specifications M&C Project #. 0992-0190 IV-69 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 iunout 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. Each end of the casing shall be properly sealed to prevent the intrusion of soil, water, or debris within the casing itself. It shall be sealed by brick and mortar, cement or any approved method by the Engineer,. 41.2.3 GATE VALVES Discs of valves shall be operated by methods which will allow operation in any position with respect to the vertical. Gate valves for interior piping or exposed above grade outside structures, shall be handwheel operated with rising stems. Valves 4-inches and larger, buried in earth shall be equipped. with 2--inch square operating nuts, valve boxes and covers. Valves shall be fitted with joints suitable for the pipe with which they are to be used. The direction of opening for all valves shall be to the left (counter clockwise). Pressure Rating: Unless otherwise shown or specified., valves for high pressure service shall be rated at not less than 1.50 psi cold water, nonshock. The manufacturer's naive 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.I Three Inch Diameter: Not allowed. Four Inch to Sixteen Inch 'Diameter: Gate Valves, 4 to :1.6-inch diameter, inclusive, shall be resilient seated gate valves encapsulated with EPDM Rubber in conformance with ANSI/A.W.W.A. Standard Specification 0509-515 latest revision. These valves shall include the following :features consistent with C509-515, full opening unobstructed waterway, zero leakage at 200 p.s.i. differential pressure, all internal parts removable from bonnet without removing body frorn pressure main, corrosion res,i,stent bronze or stainless steel nonri.sing stein 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. WTP 1 & 3 Wellfield Expansion Phase 11 Section IV City of Clearwater Project #. 07-0037-UT Technical Specifications M&C Project #. 0992-0190 IV 70 t 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. 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 Fiore Hydrant, • Mueller Super Centurion 25 Fire Hydrant • AVK Nostalgic 2780. • American Darling B-84-13- No substitutions shall be allowed without the approval of the City of Clearwater. Above hydrants shall be in accordance with the latest revision of the AWWA Specification C 502 and include the following modifications: 1. All shipments to be palletized and tailgate delivery. 2. Hydrants shall conform to A.W.W.A. Standard C-502 latest revision and, must be UL/FM listed. 3. Hydrants shall be of the compression type, closing with line pressure. 4. The operating threads will be contained in an operating chamber sealed at the top and bottom with an 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 (1-1/2-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. 11_ The main valve shall be of EPDM solid rubber. WTP 1 & 3 Wellfield Expansion Phase ll Section IV City of Clearwater Project #. 07-0037-UT Technical Specifications M&C Project #. 0992-0190 IV-71 12. The seat shall be of a bronze ring threaded to a bronze insert in the hydrant shoe, with 0- rings to seal the barrel from leakage of water in the shoe. 1.3. 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. 18. Hydrant body shall have a factory finish of yellow paint. All paints shall comply with AWWA standard C-502-85 or latest revision. All hydrants will be shop tested in accordance with the latest AWWA Specification C 502. Constrained joint assemblies shall be used which have bolted mechanical and swivel joints from the hydrant tee through to the hydrant. Constrained joints shall absorb all thrust and prevent movement of the hydrant. All hydrants shall. be provided with an auxiliary gate valve so that the water to the hydrant inay be shut off without the necessity of closing any other valve in the distribution system. No hydrants shall be installed on the reclaimed water system unless approved by the City of Clearwater's Engineering Department. 41.2.6 SERVICE SADDLES Service saddles shall be used on all service taps to 4-inch P.V.C. water main. The largest service connection allowable on 4-inch main shall be 1-1/2-inch. Service saddles shall be used on all 2-- inch service connections to 6-inch and .larger- mains. Service saddles (JCM 406 series or Ford FC 202 series) shall be wide bodied ductile iron with epoxy or nylon coating and shall have stainless steel straps. 41.2.7 TESTS, INSPECTION AND REPAIRS 1. All materials shall be tested in accordance with the applicable Federal, ASTM or AWWA Specification and basis of rejection shall be as specified therein. Certified copies of the tests shall be submitted with each shipment of materials. 2. All materials will be subject to inspection and approved by the Engineer after delivery; and no broken, cracked, misshapen, imperfectly coated or otherwise damaged or unsatisfactory material shall be used. 3. All material found during the progress of the work to have cracks, flaws, or other defects shall be rejected and promptly removed from the site. 4. If damage occurs to any pipe, fittings, valves, hydrants or water main accessories .in handling, the damage shall be immediately brought to the Engineer's attention. The Engineer shall prescribe corrective repairs or rejection of the damaged. items. WTP 1 & 3 Wellfield Expansion Phase II Section lV City of Clearwater Project &. 07-0037-UT Technical Specifications M&C Project #. 0992-0190 IV-72 I 11 r C C 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 back-flow prevention devices are allowed. Type of device, when required, is deterniined 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: 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 2$5, Grade C steel. body, stainless steel bolts, manufacturer's epoxy coated body, and 3/4-inch bronze test plug. 41.2.10 BLOW OFF HYDRANTS Blow offs are not allowed. 41.3 CONSTRUCTION 41.3.1 MATERIAL HANDLING 1. Pipe, :fittings, valves, hydrants and accessories shall be loaded and unloaded by lifting with hoists or skidding so as to avoid shock or damage. Under no circumstances shall such materials be dropped. Pipe handled on skidways shall not be skidded rolled against pipe already on the ground. 2. Pipe shall be so handled that the coating and lining will not be damaged. If, however, any part of the coating or lining is damaged, the repair- shall be made by the Contractor at his expense in a manner satisfactory to the Engineer. 3. In distributing the material at the site of the work, each piece shall be unloaded opposite or near the place where it is to be laid in the trench. WTP 1 & 3 Wellfield Expansion Phase 11 Section IV City of Clearwater Project #. 07-0037-UT Technical Specifications M&C Project A 0992-0190 IV 73 I 41.3.2 PIPE LAYING I 41.3.2.1 ALIGNMENT AND GRADE I 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 sterns 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. 41.3.2.2 INSTALLATION Proper implements, tools, and facilities satisfactory to the Engineer shall be provided and used by the Contractor for the safe and convenient performance of the work. All pipe, fittings, valves and hydrants shall be carefully lowered into the trench piece by piece by means of a derrick, ropes, or other suitable tools or equipment in such a manner as to prevent damage to materials and protective coatings and linings. Under no circumstances shall materials be dropped or dumped in the trench. If damage occurs to any pipe, fittings, valves, hydrants or accessories in handling, the damage shall be immediately brought to the Engineer's attention. The Engineer shall prescribe corrective repairs or rejection of the damaged items. All pipe and fittings shall be carefully examined for cracks and other- defects while suspended above the trench immediately before installation in final. position. Spigot ends shall be examined with particular care as this area is the most vulnerable to damage from handling. Defective pipe or fittings shall be laid aside for inspection by the Engineer who will prescribe corrective repairs or rejection. All lumps, blisters, and excess coating shall be removed from the bell and spigot end of each pipe, and the outside of the spigot and the inside of the bell shall be wire brushed and wiped clean and dry and free from oil and grease before the pipe is laid. Pipe joints shall be made up in accordance with the manufacturer's recommendations. Every precaution shall be taken to prevent foreign material from entering the pipe while it is being placed in the line. if the pipe laying crew cannot put the pipe into the trench and in place without getting earth into it, the Engineer may require that, before lowering the pipe into the trench, a heavy, woven canvas bag of suitable size shall be placed over each end and left there until the connection is to be made to the adjacent pipe. During laying operation, no debris, tools, clothing or other materials shall be placed in the pipe. As each length of pipe is placed in the trench, the spigot end shall, be centered in the bell and the pipe forced home and brought to correct line and grade. The pipe shall be secured. in place with WTP 1 & 3 Wellfield Expansion Phase It Section IV City of Clearwater Project #. 07-0037-UT Technical Specifications M&C Project #. 0992-0190 IV-74 u approved backfill material tamped under it except at the bells. Precautions shall be taken to prevent dirt frorn entering the joint space. At times when pipe laying is riot 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 duetted otherwise by the Engineer. Where pipe is laid on the grade of .1.0 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 steins; or where long radius curves are permitted, the amount of deflection allowed shall not exceed that allowed under the latest edition of ANSUAWWA C600-82 and C900 81 or latest revisions. No pipe shall be laid when, in the opinion of the Engineer, trench conditions are unsuitable. 41.3.3 SETTING OF VALVES, HYDRANTS AND FITTINGS 41.3.3.1 GENERAL Valves, hydrants, fittings, plugs and caps shall be set and joined to pipe in the manner specified above for installation of pipe. 41.3.3.2 VALVES Valves in water mains shall, where possible, be located on the street property lines extended unless shown otherwise on the plans. All valves shall be installed at the tee in all cases, not to exceed 18-inches from the main line. The valve box shall not transmit any shock or stress to the valve and shall be centered and plumb over the wrench nut of the valve, with the box cover flush with the surface of the finished pavement or such other level as may be directed. Refer to City Index No. 402; Sheet 1 of 5 & Sheet 2 of 5 for potable water valve pad detail, and City Index No. 502; Sheet 1 of 2 & Sheet 2 of 2 for reclaimed water valve box and pad detail. 41.3.3.3 HYDRANTS Hydrants shall be located as shown or as directed so as to provide complete accessibility and minimize the possibility of damage from vehicles or injury to pedestrians. All hydrants located 10-feet of more from the main shall have a gate valve at the main and another gate valve at the hydrant location. No valve can be located anywhere in the hydrant run to circumvent the use of two valves. Refer to City Index No. 402; Sheet 5 of 5 for potable water hydrants. No hydrants shall be installed on the reclaimed water system. unless approved by the City of Clearwater's Engineering Department. All hydrants shall stand plumb and shall have their nozzles parallel with, or at right angles to, the curb, with the pumper nozzle facing the club. Hydrants shall be set to the established grade, with nozzles as shown or as directed by the Engineer. WTP 1 & 3 Wellfield Expansion Phase ll Section /V City of Clearwater Project #: 07-0037-UT Technical Specifications M&C Project #: 0992-0190 1V-75 Each hydrant shall be connected to the main with a 6-inch ductile iron branch controlled by in independent 6 inch gate valve. 41.3.3.4 ANCHORAGE Movement of all plugs, caps, tees, bends, etc., unless otherwise specified shall be prevented by attaching approved mechanical restraining rings or glands and installed per manufacturers recommendations. Hydrants shall be held in place with restrained swivel joints. Restraining mechanical. Joint glands on hydrants may be used where hydrant runout length precludes the use of hydrant connecting swivel joints. Where special anchorage is required, such anchorage shall be in accordance with details shown on the plans. 41.3.4 CONNECTIONS TO EXISTING LINES Where shown on the plans or directed by the Engineer, the water lines constructed under this contract shall be connected to the existing :lines now in place. No such connection shall be made until all requirements of the specifications as to tests, flushing, and sterilization have been met and. the plan of the cut in to the existing line has been approved by the Engineer. 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 comiections to existing facilities. AU 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 I After installation of water mains, complete with all associated appurtenances including service taps, all sections of newly laid main shall be subject to a hydrostatic pressure test of 150 pounds per square inch for a period of two (2) hours and shall conform to AWWA C600 latest revision. Ali 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 purnp 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 I 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. I WTP 1 & 3 Wellfield Expansion Phase II Section IV City of Clearwater Project #' 07-0037-UT Technical Specifications M&C Project #. 0992-0190 IV-76 41.5 STERILIZATION Before the system is put into operation, all water mains and appurtenances and any item of new consti-motion with which the water comes in contact, shall be thoroughly sterilized in accordance with AWWA C651. 41.5.1 STERILIZING AGENT The sterilizing agent shall be liquid chlorine, sodium hypochlorite solution conforming to Federal Specification 0 S 602B, Grade D, or dry hypochlorite, commonly known as "HTH" or "Perchloron". 41.5.2 FLUSHING SYSTEM Prior to the application of the sterilization agent, all mains shall be thoroughly flushed. Flushing shall continue until a clean, clear stream of water flows from the hydrants- Where hydrants are not available for flushing, such flushing shall be accomplished at the installed blow off devices generally at the ends of the lines. 41.5.3 STERILIZATION PROCEDURE All piping, valves, fittings and all other appurtenances shall be sterilized with water containing a minimum chlorine concentration of 75 ppm. at any point in the system. This solution shall then remain in the distribution system for a minimum contact period of eight (8) hours and never more than 24 hours before it is flushed out. All valves in the lines being sterilized shall be opened and closed several times during the contact period. 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 DPI) 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 C65I. If tests of such samples indicate the presence of coliforin 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 methods of sterilization differ materially l:rom 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 WTP 1 & 3 Wellfield Expansion Phase II Section IV City of Clearwater Project #. 07-0037-UT Technical Specifications M&C Project #. 0992-0190 IV-77 t 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 surn 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 dewateri.ng • Structural fill • Backfill • Grading • Tracer wire • Refill materials • Joints materials • Tests and sterilization • Appurtenant work as required for a complete and operable system. 41.6.2 FURNISH AND INSTALL WATER MAINS 41.6.2.1 MEASUREMENT The quantity for. payment shall be the actual number of feet of pipe of each size and type satisfactorily furnished and ,laid, as measured along the centerline of the completed pipe line, including the length of valves and fittings. 41.6.2.2 PAYMENT Payment of the applicable unit price shall be full compensation for furnishing all plant, labor, materials and equipment, and constructing the water mains complete and ready for operation. 41.6.3 FURNISH AND INSTALL FITTINGS 41.6.3.1 MEASUREMENT The quantity for payment will be the number of tons, or decimal part thereof, of ductile iron fittings satisfactorily furnished and installed. Fitting weights shall be based on weights stamped on the body of the fitting, provided such weights do not exceed the theoretical weights by more than the tolerances permitted in ANSFAWWA C110/A 21.10 82, latest revision, in which case, the weight will be based upon the theoretical weight plus the maximum tolerance. WTP 1 & 3 Wellfield Expansion Phase 11 Section IV City of Clearwater Project A 07-0037-UT Technical Specifications M&C Project #: 0992-0190 IV-78 1 41.6.3.2 PAYMENT Payment of the applicable unit price shall be full compensation :for furnishing all plant, labor, materials, and equipment required to furnish and install ductile iron fittings. 41.6.4 FURNISH AND INSTALL GATE VALVES COMPLETE WITH BOXES AND COVERS 41.6.4.1 MEASUREMENT The quantity for payment shall be the number of gate valves of each size satisfactorily furnished and installed. 41.6.4.2 PAYMENT Payment of the applicable unut 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 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. w 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 shell be retained and turned into the Engineer's Office. WTP 1 & 3 Wellfield Expansion Phase 11 Section IV City of Clearwater Project #. 07-0037-UT Technical Specifications M&C Project #. 0992-0190 IV-79 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 N - Article 22 of the City of Clearwater Technical Specifications. Subgrade stabilizing will not be required. Surface shall be cut to within 1/2" of true grade in preparation of 1" leveling course. Prior to applying prime coat, surface shall be approved by the Engineer. 43.1.3 PRIME COAT I 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". I 43.1.4 LEVELING COURSE A.Leveling Course shall be a irunimum of 1 " of Type S-Ill 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 1/" exists, the Engineer will determine if the surface should be leveled or removed. and replaced. Such remedial work shall be without compensation. 43.1.5 SURFACE COURSE Surface course shall be a minimum of 1" of Type S-III Asphaltic Concrete as specified in Section , 331 of FDOT's Standard Specification (latest edition). The Surface Course shall be constructed ruining 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 be approved. If a deficiency of more than 1/4" exists, the Engineer will determine if the surface should be leveled or removed and replaced. Such remedial work shall be without compensation. 43.1.6 COLOR COAT I 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. WTP 1 & 3 Wellfield Expansion Phase It Section IV City of Clearwater Project & 07-0037-UT Technical Specifications M&C Project A 0992-0190 IV-80 43.1.6.2 CONSTRUCTION 43.1.6.2.1 SURFACE PREPARATION The surface to be coated must be sound, smooth, and free frorn 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 prix .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 require the resurfacing or patching mix. Asphaltic Concrete Surface Course which is course and rough or is ponding water will require the use of the resurfacer or patch prix. 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 rninimum 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. 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 Degree's F and rising. NOTE: The Contractor shall notify the Project Inspector a minimum or 24 hours in advance of all base and asphalt related work. WTP 1 & 3 Wellfield Expansion Phase 11 Section IV City of Clearwater Project #. 07-0037-UT Technical Specifications M&C Project A 0992-0190 IV-81 n 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 property qualified to carry out the obligations of the Contract and to complete the work contemplated herein within the time lirnit agreed upon. Factors to be considered in awarding the Bid shall include the successful completion of similar sub-surface irrigation clay tennis court installations of like value, scope, size and quality as this project, with in the last five (5) years. The Owner desires to award this contract to firms that have been in business for a minimum of five (5) years. The qualifications and experience of the personnel assigned to the project will, be a determining factor in the award of the Bid. 43.2.1.3 STANDARDS The Contractor shall perform all. work in a thorough, workmanlike manner and conforaxr 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. 43.2.1.6 BUILDING REQUIREMENTS The Owner shall provide and maintain reasonable access to the constriction site, as well as an area adjacent to the site for storage and preparation of materials. Adequate water outlets within fifty (50) feet of the site shall be provided. WTP 1 & 3 Wellfield Expansion Phase 9 Section IV City of Clearwater Project A 07-0037-UT Technical Specifications M&C Project A 0992-0190 IV-82 u 1 43.2.1.7 SCHEDULE The Owner desires to award, the contract to firms who will complete this project in a reasonable tine schedule. Consideration in awarding this bid will be given to firns who ruay connnence Ind 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 tell (10) foot high fence surrounding the tennis courts and all underground utilities within the limits of the construction area. Utilities extending outside the construction limits shall be capped and terminated. The existing tennis courts shall be ground into millings suitable to be mixed into the sub-grade at the proposed location of the new clay tennis courts. Any sub-grade material beneath the existing tennis courts not suitable for planting beds shall be removed and also utilized as sub-grade material beneath the new courts. All demolition materials not utilized in construction of the new courts shall be removed and disposed from the project site. The Contractor shall provide documentation of any recycled materials. 43.2.2.3 SUB-GRADE The sub-grade shall be graded to a tolerance of plus or minus one (1) inch of the final sub--grade elevation. The sub-grade shall be graded level. A compaction to a density not less than 95% of the maxirnuln 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 limmits shall be graded to a tolerance of plus or minus one (1) inch of the final grade elevations with positive drainage away from tennis courts and towards drainage swales or outfall structures. A compaction to a density not less than 95% of the maximum standard density as determined by AASHTO T-180 is required. The contractor shall provide documentation of testing to the Owner. 43.2.3 SLOPE 43.2.3.1 SLOPE REQUIREMENTS Rate and direction of slope of the finished surfaces shall be one (1) inch in forty (40) feet, all in one plane, as indicated on the drawings. WTP 1 & 3 Wellfield Expansion Phase 11 Section IV City of Clearwater Project #. 07-0037-UT Technical Specifications M&C Project #. 0992-0190 IV-83 43.2.4 BASE CONSTRUCTION 43.2.4.1 LINER I Two layers of 6 mil construction plastic shall be installed over the sub-grade surface with a minimum overlap of five (5) feet where pieces are joined. Use only materials that are resistant to deterioration when tested in accordance with ASTM E 154, as follows: a. Polyethylene sheet, Construction Grade. 43.2.4.2 BASE COURSE The base course shall consist of six (6) inches of porous base material as supplied by Quality Aggregate of Sarasota Florida. The surface of the base course shall be smooth and even, and it shall be within one--quarter (1/4) inch of the established grade. 43.2.4.3 IRRIGATION SYSTEM Perforated pipe shall be installed in trenches in the base course. These trenches shall be in on four (4) foot centers and shall be run perpendicular to the slope of the court. The pipe shall be two and one-quarter (24/4) 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 Bri.ek 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 w A surface course of ISP Type Il Aquablend or Lee Hyroblend tennis court material shall be installed over the screening course to a compacted depth of one (1) inch. The Aqua/Hydroblend material shall be watered to its full depth immediately after leveling and then compacted by rolling with a tandem roller weighing 600 to 1000 pounds. The fin:is.hed 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. WTP 1 & 3 Wellfield Expansion Phase 11 Section IV City of Clearwater Project A 07-0037-UT Technical Specifications M&C Project A 0992-0190 IV-84 1 1 43.2.8 FENCING 43.2,8.1 DESIGN The contractor shall provide a total color coated fencing system as indicated on drawings and described herein. All components: fraines, fabric and fittings shall be black. Basis of Design Ameristar HT-25 or prior approved equal subject to strict compliance with Ameristar published specification. 43.2.8.2 POSTS All posts shall be a minimum 2-1/2" Ameristar H"1=25 pipe; top rails 1-5/8" Ameristar HT-25 pipe with manufacturers standard "Permacoat" color system.. 43.2.8.3 FENCE FABRIC Fence Fabric shall. be 1-3/4" #6 gauge mesh throughout, manufactures standard galvanized wire with PVC coating. All fabric to be knuckled on both selvages. 43.2.8.4 GATES Provide gates at locations indicated. At service gates, provide a keeper that automatically engages gate life and holds it in the open position until manually released. Provide gate stops for double gates consisting of a mushroom-type flush plate with anchors, set in concrete, and designed to engage a center drop rod or plunger-bar. Include a locking device and padlock eyes as an integral part of the latch, permitting both gate leaves to be locked. with a single padlock. Provide latch, fork type or plunger-bar type to permit operation from either side of gate, with padlock eye as an integral part of the latch. Gate Hinges - Size and material to suit gate size, non-lift-off type, and offset to permit 180-degree gate opening. Provide one and one-half (1-1/2) pair of hinges for each leaf over six (6) foot nominal height. 43.2.9 WINDSCREENS The contractor shall provide nine (9) foot high windscreens at all ten (10) foot high fencing. Basis of design is Durashade plus by Ball Products, Inc. or equal by Putteraran. 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 thiu-ty (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 WTP 1 & 3 Wellfield Expansion Phase 11 Section IV City of Clearwater Project #: 07-0037-UT Technical Specifications M&C Project #= 0992-0190 IV-85 reel. type net tightening device. Post sleeves and posts shall be set plumb and true so as to support 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. i 43.2.10.3 CENTER STRAP ANCHOR A center strap anchor shall be firmly set in accordance with the axles 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 M. 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 coiner. Basis of Design - Duranet DTS by Ball Products, Inc. 43.2.10.5 CENTER STRAP Provide a center strap of white heavy duty polyester webbing with black oxide coated brass slide buckles and nickel plated double end snap. Center strap shall be placed on the net and attached to the center strap anchor. 43.2.10.6 LINE TAPES Line tapes shall be 100% nylon and shall be two (2) inches in width. The tapes shall be firmly secured by aluminum nails with aluminum length of two and. one-half (2 - 1/2) inches. Positioning shall be in accordance with regulations of the USTA. 43 2 10 7 MISCELLANEOUS EQUIPMENT . . . Deliver the following equipment to the owner: 1. Ride-on Tandem Roller- - Brutus AR-1 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. WTP 1 & 3 Wellfield Expansion Phase 1I Section IV City of Clearwater Project #: 07-0037-UT Technical Specifications M&C Project #: 09920190 IV 86 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. 43.2.13 CONCRETE Provide concrete consisting of portland cement per ASTM C 150, aggregates per ASTM C 33, and potable water. Mix materials to obtain concrete with a minimum 28-day compressive strength of 3,500 psi. Use at least :four sacks of cement per cu. yd., 1-inch maximum size aggregate, 3-inch maximum slump. 43.2.14 EXISTING SPORT TENNIS COURT LIGHTING 43.2.14.1 SHOP DRAWINGS The Contractor shall provide signed and sealed electrical shop drawings by a professional electrical engineer for approval of the relocation and re-aiming of the existing tennis court sport lighting fixtures and electrical service to water coolers. The shop drawings shall include all necessary information according to local electrical codes in providing a complete operating system from the existing electrical panel. The shop drawings shall provide data showing the maximum foot candles the existing fixtures will. provide at its new locations for- tournament play. Shop drawings shall be submitted to the Parks and Recreation Department for approval. 43.2.14.2 RE-LAMP The Contractor shall re-lamp and clean lens of all existing lighting fixtures after relocating the light pole and fixtures to its new location. The City will provide the new lamps. 43.2.14.3 ELECTRICAL PERMIT The Contractor shall submit electrical drawings to City of Clearwater Planning and Development Services to obtain permits for installation of the electrical works. 43.2.14.4 POLES & FIXTURES The Contractor shall install three (3) new sixty foot (60') poles and fourteen (14) new fixtures. The City will purchase and provide the new poles and fixtures for the Contractor to install, any other miscellaneous items required to provide a complete operable system shall be provided by the Contractor. Attached with this specification are the photometric lununation charts for the eight-(8) tennis courts. This information is provided by Musco Sport Lighting, 1838 East Chester Drive, Suite #104, High Point, NC 27265, phone (336) 887-0770 fax (336) 887-0771. Contact Douglas A. Stewart. WTP 1 & 3 Wellfield Expansion Phase Il Section IV City of Clearwater Project #: 07-0037-UT Technical Specifications M&C Project #. 0992-0190 1V--87 w Contractor shall install the poles and fixtures based on the following information: Pole T1 existing 5 fixture pole, remove one fixture and place on pole T5 Pole T2 existing 12 fixture pole, remove six fixtures and place on pole T5 Pole T3 existing 5 fixture pole, remove one fixture and place on pole T5 Pole T4 new pole with new seven fixtures and two circuits Pole T5 new pole w/existing sixteen fixtures (8 on one side and 8 on the other) and 2 circuits Pole TG new pole with new seven fixtures and two circuits Pole T7 existing 5 fixture pole, remove two fixtures and place on pole T5 Pole T8 existing 12 fixture pole, remove four fixtures and place on pole T5 Pole T9 existing 5 fixture pole, remove two fixtures and place on pole T5 Light levels ended up at 58+ footcandles. Existing poles have concrete footing approximately one foot wide on all sides Contractor shall, plan relocation light poles accordingly. 43.2.14.5 ELECTRICAL CONDUITS Existing electrical conduits are installed individually to the existing light pole, it is suggested the Contractor place electrical junction boxes at existing pole locations and utilize existing conduits. New conduits will be required for the three (3) new light poles and the Contractor shall include the cost for these electrical conduits in the relocating of the new light poles. 43.2.15 WATER COOLER 43.2.15.1 SHOP DRAWINGS The Contractor shall provide shop drawings for the installation of water cooler in the cabana area of the tennis courts, electrical, water and drainage submitted to the Parks and Recreation Department for approval. 43.2.15.2 WATER FOUNTAIN Basis for design: Halsey Taylor HOF Series - water cooler with sealed back panels, or equal. 43.2.16 DEMONSTRATION Instruct the Owner's personnel on proper operation and maintenance of court and equipment. 43.2.17 WARRANTY 43.2.17.1 EQUIPMENT The Contractor shall supply warranty cards and operation and maintenance manuals for all equipment to the Owner upon completion of construction of the project. WTP 1 & 3 Wellfield Expansion Phase ll City of Clearwater Project #. 07-0037-UT M&C Project A 0992-0190 Section IV Technical Specifications IV-88 t I 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. 43.2.17.3 WARRANTY SUB-SURFACE IRRIGATION SYSTEM The Contractor shall warranty the sub-surface imgation of the clay tennis courts for a period of two years from the day of completion. 44 WORK ZONE TRAFFIC CONTROL 44.1 CONTRACTOR RESPONSIBLE FOR WORK ZONE TRAFFIC CONTROL The Contractor shall be responsible to furnish, operate, maintain and remove all work zone traffic control associated with the Project, including detours, advance warnMgs, chainuelization, hazard warnings and any other necessary features, both at the immediate work site and as may be necessary at outlying points. 44.2 WORK ZONE TRAFFIC CONTROL PLAN The Contractor shall prepare a detailed traffic control plan designed to accomplish the level of performance outlined in the Scope of the Work and/or as may be required by construction permits issued by Pinellas County and/or the Florida Department of Transportation for the Project, incorporating the methods anal criteria contained in Part VI, Standards and Guides for Traffic Controls for Street and Highway Construction. Maintenance, Utility and Incident Management Operations in the Manual on Umforrn 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 inotorl-sts during constriction and maintenance operations. This general objective may be achieved by meeting the following specific objectives: • Provide adequate advance warning and information regarding upcoming work zones. • Provide the driver clear directions to understiuiding the situation he will be facing as he proceeds through or around the work zone. • Reduce the consequences of an out of control vehicle. • Provide safe access and storage for equipment and material. • Promote speedy completion of projects (including thorough cleanup of the site). • Promote use of the appropriate traffic control and protection devices. • Provide safe passageways for pedestrians through, in. and/or around construction or maintenance work zones. The 2004 Design Standards (DS), Index 600 WTP 1 & 3 Wellfield Expansion Phase ll Section IV City of Clearwater Project #: 07-0037-UT Technical Specifications M&C Project #: 0992-0190 IV 89 "When an existing pedestrian way or bicycle way is located within a traffic control work zone, accommodation must be maintained and provision for the disabled must be provided. Only approved temporary traffic control devices may be used to delineate a temporary traffic control zone pedestrian walkway. Advanced notification of sidewalk closures and detours marked shall be provided by appropriate signs". 2004 Standard Specifications for Road and Bridge Construction 102-5 Traffic Control: 102-5.1 Standards: FDOT Design Standards (DS) are the minimum standards for the use in the development of all traffic control, plans 44.3 ROADWAY CLOSURE GUIDELINES Roadway types: Major Arterials, Minor Arterials, Local Collectors, and Local Following are typical requirements to be accomplished prior to closure. The number of requirements increase with traffic volume and the importance of access. Road closures affecting business or sole access routes will increase in process requirements as appropriate. For all but local streets, no road or lane closures are allowed during the Christmas holiday season and the designated "Spring Break" season with prior approval by the City Engineer. 44.3.1 ALL ROADWAYS Obtain permits for Pinellas County and Florida Department of Transportation roadways. Traffic control devises conform to national and state standards. 44.3.1.1 PUBLIC NOTIFICATION Standard property owner notification prior to start of construction for properties directly affected by the construction process. 44.3.2 MAJOR ARTERIALS, MINOR ARTERIALS, LOCAL COLLECTORS Consult with City Traffic staff for preliminary traffic control options. Develop Formal Traffic Control Plan for Permit Subinittal 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 WTP 1 & 3 Wellfield Expansion Phase 11 Section IV City of Clearwater Project #. 07-0037-UT Technical Specifications M&C Project #: 0992-0190 IV-90 I 11 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. 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 tunes 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 Work-site Traffic Supervisor shall ensure that routine deficiencies are corrected within a 24-hour period. The Worksite Traffic Supervisor shall be available on the site within 45 minutes after- notification of an emergency situation, prepared to positively respond to repair the work zone traffic control or to provide alternate traffic arrangements. Failure of the Worksite Traffic Supervisor to comply with the provisions of this Subarticle may be grounds for decertification or removal from the project or both. Failure to maintain a designated Worksite Traffic Supervisor or failure to comply with these provisions will result in 1 WTP 1 & 3 Wellfield Expansion Phase ll Section IV City of Clearwater Project #. 07-0037-UT Technical Specifications M&C Project #. 0992-0190 1V--91 J 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 exposure to domestic sewage including all labor, materials and equipment to provide for a complete, fully restored and :functioning installation. 45.2 PRODUCT AND CONTRACTOR/INSTALLER ACCEPTABILITY The City requires that all contractors be prequalified. See General Conditions regarding contractor- prequalification. In addition, the City requires a proven extensive tract record for the liner system to be used in this project. All contractors submitting for prequalilication 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 ASTMM D638 3,000 psi Flexural Strength ASTM D790 4,500 psi Flexural. Modulus of Elasticity ASTM D790 300,000 psi Long Terre Modulus of Elasticity (50 Years) A.STM D2290 150,000 psi. I C I 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 ruater,ials shall meet manufactures specifications of Insituform of North America, Inc., 3315 Democrat Road, Post Office Box 181071, Memphis, Tennessee 38118; or InLiner USA 1900 N.W. 44th St., Pompano Beach Florida 33064, 305-979-0802, or an approved equal. Any approved equal filler 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. rJ WTP 1 & 3 Wellfield Expansion Phase Il Section IV City of Clearwater Project #. 07-0037-UT Technical Specifications M&C Project #. 0992-0190 IV-92 45.4 CLEANING/SURFACE PREPARATION It shall. be the responsibility of the Contractor to clean and prepare the existing pipes for rehabilitation. The Contractor will thoroughly clean the interior of the sewers to produce a clean interior surface free of all coatings, sand, rock, roots, sludge, or other deleterious materials prior to liner insertion. Bypass pumping will be provided by the Contractor as part of the unit cost of restoration. Bypass operations are to be so arranged as to cause minimum disruptions to local traffic, residents and particularly to commercial facilities. During the cleaning and preparation operations all necessary precautions shall be taken to protect the public, all property and the sewer from damage. All material removed from the sewers shall be the Contractor's responsibility for prompt disposal in accordance with all regulatory agency requirements. The Contractor may be required to control the rate of sewer- cleaning in the sanitary system to avoid heavy pollution loads at the City's treatment plants. 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 pru-pose and suitably lighted to provide a clear picture of the entire periphery of the pipe. 45.6 LINER INSTALLATION Liner shall be sized to field measurements obtained by the Contractor to provide for a tight fit on the interior of the existing pipe to be lined. Contractor shall use installation methods approved by the liner manufacturer including operations for inversion, heat curing and reconnection of laterals. The Contractor shall immediately notify the Engineer of any constr action 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, tree of irregularities, and watertight. No pinholes, tears, cracks, thin spots, excessive wrinkling or other defects in the liner shall be permitted. Such defects shall be removed and replaced by the Contractor at his expense. 45.7 LATERAL RECONNECTION Sanitary laterals shall be reconnected as soon as possible to renew service. Laterals are to be reconnected by means of robotics, by internally cutting out the liner to 95% of the area of the original opening. All lateral reconnections are to be grouted to prevent leakage. Grouting method and material is to be approved by the Engineer. Any reconnections to laterals and connections to manholes which are observed to leak shall be resealed by the Contractor. All laterals discovered during the lining process are to be reconnected unless specifically directed otherwise by the City. The Contractor will be requested. to reconnect any laterals discovered to not be reconnected at a later date. Contractor shall. notify all local system users when the sanitary system will not be available for normal usage by the delivery of door hangers with appropriate irlforrnation regarding the construction project. WTP 1 & 3 Wellfield Expansion Phase Il Section IV City of Clearwater Project A 07-0037-UT Technical Specifications M&C Project #_ 0992-0190 IV 93 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 I 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. 46 SPECIFICATIONS FOR POLYETHYLENE SLIPLINING 46.1 MATERIALS 46.1,1 PIPE AND FITTINGS The pipe supplied under this specification shall be high performance, high molecular weight, high density polyethylene pipe (Driscopipe 1000) as manufactured by Phillips Driscopipe, Inc., Dallas, Texas and shall conform to ASTM D 1248 (Type III, Class C, Category 5, Grade P34) or approved equal. Minimum cell classification values shall be 345434C as referenced in ASTM D 3350 latest edition. If fittings are required, they will be supplied under- this specification and shall be molded or manufactured from a polyethylene compound having a cell classification equal to or exceeding the compound used in the pipe. To insure compatibility of polyethylene resins, all fittings supplied under this specification shall be of the same manufacture as the pipe being supplied. 46.1.2 QUALITY CONTROL The resin used for manufacturer of the pipe shall be manufactured by the pipe manufacturer, thus maintaining complete control of the pipe quality. The pipe shall contain no recycled compound except that generated in the manufacturer's own plant from resin of the same specification from the same raw r uaterial. The pipe shall be homogeneous throughout and free of visible cracks, holes, foreign inclusions, or other deleterious defects, and shall be identical in color, density, melt index, and other physical properties. The polyethylene resin used shall have all ingredients pre compound prior to extrusion of pipe, in plant blending is not acceptable. The Engineer may request, as part of the quality control records submittal, certification that the pipe produced is represented by the quality assurance testing. Additionally, test results frorn 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 WTP 1 & 3 Wellfield Expansion Phase Il Section IV City of Clearwater Project #: 07-0037-UT Technical Specifications M&C Project #: 0992-0190 IV-94 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 TI'S (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. 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 irl accordance with the pipe manufacturer's recommendations. The handling of the pipe should be done in such a manner that it is not damaged by dragging over sharp objects or cut by chokers or lifting equipment. 46.3.2 REPAIR OF DAMAGED SECTIONS Segments of pipe having cuts or gouges in excess of 10% of the wall thickness of the pipe should be cut out and removed. The undamaged portions of the pipe shall be rejoined using the butt fusion joining method. 46.3.3 PIPE JOINING Sections of polyethylene pipe should be joined into continuous lengths on the job site above ground. The joining method shall be the butt fission inethod 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. WTP 1 & 3 Wellfield Expansion Phase lI Section IV City of Clearwater Project #_ 07-0037-UT Technical Specifications M&C Project #. 0992-0190 IV-95 46.4 SLIPLINING PROCEDURE 46.4.1 PIPE REQUIREMENTS AND DIMENSIONS The liner(s) to be slip lined into the existing storm sewer shall have the following sizes: 12-inch diameter- liner (SDR 26) into 15-inch existing sewer. 16--inch diameter liner (SDR 26) into 18-.inch existing sewer. 18-inch diameter liner (SDR 26) into 21-inch existing sewer. 211/2-inch diameter liner (SDR 32.5) into 24-inch existing sewer. 28-inch diameter liner (SDR 32.5) into 30--inch existing sewer. 34-inch diameter liner (SDR 32.5) into 36-inch existing sewer. 42-inch diameter liner (SDR 32.5) into 48-inch existing sewer. 46.4.2 CLEANING AND INSPECTION The existing line shall be cleaned of debris and other obstructions prior to TV inspections or insertion of the polyethylene liner. Cleaning can be accomplished with a high velocity cleaner, a bucket and scrapper, root saws, corkscrews, and rodding or balling units. The method used will be determined by the condition of the existing line. Final cleaning may be required prior to inserting the liner. 46.4.3 INSERTION SHAFT AND EXCAVATIONS All excavations shall conform to OSHA requirements and any additional requirements as set by the specifying engineer or his representative. Insertion shaft excavations shall coincide with points requiring removal of obstructions or shall be determined by the engineer. An entry slope grade of 2 1/2:1 maximum shall be used to provide a safe bending radius for the polyethylene. The bottom of the entry pit should provide a straight section for ease of entry of the liner into the existing pipe. The length of the level excavation should be at least twelve times the diameter of the 'liner being inserted. The width of the shaft should be as narrow as possible. The required width will depend on the location, type of soil, depth of the existing sewer line and the water table. 46.4.4 INSERTION OF THE LINER After completion of the access shaft, the top half of the existing sewer shall be broken or cut and removed for the full length of the access shaft. A fabricated pulling head shall be connected to the leading end of the liner pipe. A cable shall be connected to the pulling head so that the liner- pipe can be pulled into the existing sewer. Power winches used for pulling in long lengths of polyethylene liner pipe shall be rated equal to the project requirements. Once started, the pulling operation should continue to completion. Insertion is normally done at about a slow walking speed. After insertion, a minimum of 12 hours shall be allowed for the liner pipe to reach equilibrium with the sewer temperature and to allow the liner pipe to stress relieve itself. WTP 1 & 3 Wellfield Expansion Phase 11 Section IV City of Clearwater Project #. 07-0037-UT Technical Specifications M&C Project A 0992-0190 IV-96 I 1 t 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 insist 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. Pipe connections shall be connected by the use of a Ate-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 slipli.ning and reconnection of service laterals. Before any excavation is done for any purpose, it will be the responsibility of the contractor- to contact the various utility companies and to deten-I>`ine the locations of their facilities. It will be the responsibility of the contractor to provide adequate protection for utility facilities. Any temporary construction right of way and/or storage areas will be arranged for by the contractor. 46.4.8 POINT REPAIR The engineer or his representative will determine if a point repair is necessary only after it has been demonstrated that a liner pipe cannot be pulled through the existing pipe. Payment will be made for each repair. The contractor will be expected to remove the obstruction and clear the pipe. If removing the top of the existing pipe will accomplish the removal of the obstruction, the bottom of the existing pipe should remain in place to form a cradle for the liner. WTP 1 & 3 Wellfield Expansion Phase II Section IV City of Clearwater Project #. 07-0037-UT Technical Specifications M&C Project #. 0992-0190 IV-97 46.4.9 CLEAN UP OPERATIONS i 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 s>nooth and sodded with the s<unne kind of grass as the existing lawn. Excavation points in street right-of-ways shall be repaired as specified by the engineer. 47 SPECIFICATIONS FOR POLYVINYL CHLORIDE RIBBED PIPE 47.1 SCOPE This specification designates general requirements for unplasticized polyvinyl chloride (PVC) plastic (spiral wound) pipe with integral wall bell and spigot joints 'for the conveyance of storm water. 47.2 MATERIALS All pipe and fittings shall be manufactured and tested in accordance with specification for "Poly (Vinyl Chloride) (PVC) Large Diameter Ribbed Gravity Storm Sewer Pipe and Fittings Based on Controlled Inside Diameter". The pipe and fittings shall be made of PVC plastic. 47.3 -PIPE The bell. shall consist of an integral wall section. The solid cross section fiber ring shall be factory assembled on the spigot. Sizes and dimensions shall be as shown in this specification. Standard laying lengths shall be 13 ft. + 1. inch. At manufacturer's option, random lengths of not more than 15% of total footage may be shipped in lieu of standard lengths. 47.4 JOINING SYSTEM Joints shall be either an integral bell gasketed joint. When the joint is assembled according to manufactures recommendation it will prevent misalignment of adjacent pipes and form a silt tight joint. 47.5 FITTINGS All fittings and accessories shall be as manufactured and furnished by the pipe supplier or approved equal and have bell and/or spigot configurations compatible with that of the pipe. 48 GUNITE SPECIFICATIONS 48.1 PRESSURE INJECTED GROUT Pressure injected grout shall be of cement and water and shall be proportioned generally in the ratio of 1.5 (one and one half) cubic foot (one and one half bags) of cement to 1 (one) cubic foot (7.50 ga1.) of water. This mix shall be varied as the grouting proceeds as is necessary to provide penetration in the operator's judgment. WTP 1 & 3 We/lfield Expansion Phase 9 Section lV City of Clearwater Project A 07-0037-UT Technical Specifications M&C Project #. 09920190 IV-98 Cement shall be Portland Cement conforming to all of the requirements of the American Society for Testing Materials Standard Specifications, latest edition serial designation C1.50 fo.r Portland Cement, Type 1. 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 Shoterete (ACT 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. 48.4 STRENGTH REQUIREMENTS Concrete ingredients shall be selected, proportioned in such a manner as will produce concrete which will be extremely strong, dense and resistant to weathering, and abrasion. Concrete shall have a minimum 28-day strength of 4,000 psi. 48.5 MATERIALS Portland Cement: Cement shall be Portland cement conforming to all of the requirements of the American Society for Testing Materials Standard. Specifications, Latest Serial Designation C150 for Portland Cement, Type .l. 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 with' 11 i the 'following limits: Passing No_ 3/8 Sieve 10 0 C/CII WTP 1 & 3 Welifield Expansion Phase Il Section IV City of Clearwater Project #: 07-0037-UT Technical Specifications M&C Project #: 0992-0190 IV-99 Passing No. 4 Sieve 95% to 100% Passing No. 8 Sieve 80% to 1001/1c Passing No. 16 Sieve 50% to 85% Passing No. 30 Sieve 25% to 60%n Passing No. 50 Sieve 10% to 30% Passing No. 100 Sieve 2% to 10% 48.6 WATER Water- used in mixing, at the nozzle shall be fresh, clean, and free froze injurious amounts of oil, acid, alkali, vegetable, sewage, and/or organic matter. Water shall be considered as weighing 8.33 pounds per gallon. 48.7 REINFORCEMENT Steel mesh reinforcement shall be electrically welded, cold drawn, mild steel fabric conforming to the latest requirements of ASTM Standard Specifications, Serial Designation A 185 for Welded Steel Wire Fabric for Concrete Reinforcement. Mesh can be fabricated from cold drawn steel wire conforming to the requirements of the latest ASTM Standard Specifications, Serial Designation A 82 and sized as shown on Plans Page 7 of 7. 48.8 STORAGE OF MATERIALS Cement shall be stored with adequate provisions for the prevention of absorption of moisture. It shall be stored in a manner that will permit easy access for inspection and identification of each shipment. Aggregate shall be stockpiled at points selected to provide maximun-.t drainage and to prevent the inclusion of any foreign material during rehandling. 48.9 SURFACE PREPARATION Unsound materials of construction and all. coated, scaly, or unsound concrete in manholes and inlets, shall be removed by chipping with pneumatic hammers and chisels to sound surface, all cracks and cavities shall be chipped to such formation that their sides form approximately a 45 degree angle to the exposed surface for at least one (1) inch in depth. All areas to receive pneumatic concrete shall be cleaned by flushing or scouring with water and compressed air jets to assure removal of all loose particles. All areas of existing surfaces that do not require chipping shall be given a wet sandblasting with the gunite equipment and the air pressure at the cement gun shall not be less than 50 psi.. Surface preparation of existing metal surface of a corrugated pipe shall be lightly sandblasted to remove loose material.. All sandblasted areas shall then be cleaned by a 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. WTP 1 & 3 Wellfield Expansion Phase 11 Section IV City of Clearwater Project #. 07-0037-UT Technical Specifications M&C Project #. 0992-0190 IV-100 11 f] 48.10 PROPORTIONING Prior to start of guniting the Contractor shall submit to the Owner the recommended mix as a ratio of cement to aggregate. Recommended mix shall be on the basis of test data from prior experience. Provided data submitted is adequate no further testing of recommended mix will be required. If required, the Contractor shall provide all equipment necessary to control the actual amounts of all materials entering into the concrete. The types of equipment and methods used for measuring materials shall. be subject to approval. 48.11 MIXING Gunite shall be thoroughly mixed by machine and then passed through a sieve to remove all large particles before placing in hopper of the cement gun. The mixture shall not be permitted to becorne 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 rrux before it enters the cement gun. Quantities of water shall be controlled by a valve at the nozzle of the gun. Water content shall be adjusted as required for proper placement, but shall in no case exceed four gallons of water per sack of cement, including the water contained in the aggregate. Remixing or tempering shall not be permitted. Mixed material that has stood 45 minutes without being used shall be discarded. Rebound materials shall not be reused. 48.12 APPLICATION Gunite shall not be placed on a frozen surface nor during freezing weather. Gunite shall not be placed when it is anticipated that the temperature during the following 24 hours will drop below 32 degrees, Fahrenheit. Sequence of application may be from bottom to top or vice versa if rebound is properly removed. Corners shall be filled first. "Shooting" shall be from an angle as near perpendicular to the surface as practicable, with the nozzle held approximately 3 feet from the work (except in confined control). If the flow of material at the nozzle is not uniform and slugs, sand spots, or wet sloughs result, the nozzleman shall direct the nozzle away from the work until the faulty conditions are corrected. Such defects shall be replaced as the work progresses. Guniting shall be suspended if: 1- Ai velocity separates the cement from the sand at the nozzle. 2. Temperature approaches freezing and the newly placed gunite cannot be protected. Gunite shall be applied in one or more layers to such total thickness as required to restore the area as detailed over the original lines of the adjoining surface, unless other wise specified-All cavities, depressions, washouts and similar failures shall be rebuilt to original lines by use of gunite reinforced with wire mesh. Where the cavity exceeds 4 inches in depth a layer of mesh shall be used for each 3 inches of depth of gunite. In no case shall wire mesh be placed behind existing reinforcement. WTP 1 & 3 Wellfield Expansion Phase H Section lV City of Clearwater Project #: 07-0037-UT Technical Specifications M&C Project #. 0992-0190 1V-101 The time interval between successive layers in sloping vertical or overhanging work must be sufficient to allow initial but not final set to develop. At the time the initial set is developing, the surface shall be cleaned to remove the thin film of laitance in order to provide a perfect bond with succeeding applications. 48.13 CONSTRUCTION JOINTS Construction joints or day's work joints shall be sloped off to a thin, clean, regular edge, preferably at a 45-degree slope. Before placing the adjoining work, the slope portion and adjacent gunite shall be thoroughly cleaned as necessary, then moistened and scoured with an air jet. 48.14 SURFACE FINISH Nozzleman shall bring the gunite to an even plane and to well fortned corners by working up to ground wires or other guides, using lower placing velocity than normal.. After the body coat has been placed, the surface shall be trued with a thin edge screed to remove high areas and expose low areas. Low areas shall be properly filled with concrete to insure a true, flat surface. After the concrete surface has been tried, 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. 48.17 INSPECTION Because of the importance of workmanship affecting the quality of the gunite, continual inspection during placing shall be maintained. Any imperfections discovered shall be cut out and replaced with sound material. 48.18 EQUIPMENT Cement Gun: The mixing and delivering equipment shall be either the vertical double chamber type or rotary type. The upper chamber of the double chamber type shall receive and pressurize the dry mix and deliver it to the lower chamber. The lower chamber shall force the pressurized mix into the delivery hose by means of a feed wheel. The type of feeder utilized should be of sufficient capacity that the lower chamber may continuously furnish all required material to the delivery hose while the upper- chamber receives the recharge. The rotary type cement gun shall have an enlarged hopper to feed material into a rotating multiported cylinder. Material shall fall. WTP 1 & 3 Wellfield Expansion Phase 11 Section lV City of Clearwater Project #. 07-0037-UT Technical Specifications M&C Project #: 0992-0190 IV 10.2 by gravity into a port which shall then be rotated to a position in which the :material is expelled by air into a moving stream of air. All equipment must be kept in good repair. The interior of drums, feed gearing and valves shall be cleaned as often as necessary (at least once every 8 hour shift) to prevent material from caking on critical parts. Nozzle: Nozzle shall be the premixing type with perforated water feed ring inside the nozzle. The maximum length of material hose for the application of gunite shall be approximately 150 feet although it shall be permissible to use as much as 800 feet of material hose if the supply air pressure measured at the cement gun is increased to maintain proper velocity. The following table gives requirements for compressor size, hose size and air pressure using 150 feet of material hose: Comp. Cap (cfm) Max. Hose Dia. (In.) Max. Size Nozzle (In.) Min. Air Press. (psi) 365 1 5/8 1 5/8 60 600 2 2 80 750 21/2 21/2 90 For each 25 feet of material hose used in excess of 150 feet, the required air pressure shall be increased by 5 psi. Air- Compressor: Any standard type of compressor shall be satisfactory if it is of sufficient capacity to provide, without interruption, the pressures and volume of air- necessary for the longest hose delivery. The air compressor capacity determinations shall include allowances made for the air consumed in blowing rebound, cleaning, reinforcing and :for incidental uses. Compressor equipment shall be of such capacity so as to insure air pressures at the special mixer capable of producing the required material velocities. Water Supply: The water pressure at the discharge nozzle should be sufficiently greater than the operating air pressure to assure the water is intimately mixed with the other materials. If the line water pressure is inadequate, a water pump or pressurized tank shall be introduced into the line. The water pressure shall be uniformly steady (nonpu,lsating), 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. WTP 1 & 3 Welifield Expansion Phase 11 Section IV City of Clearwater Project #. 07-0037-UT Technical Specifications M&C Project #. 0992-0190 IV-103 49.2 PAYMENT Payment for liners shall be per vertical foot of liner installed from the base to the top of the installed liner. Liners will generally be installed to the top of existing or new corbels. No separate payment will be made for the following items and the cost of such work shall be included in the pay item per linear foot of liner: Bypass pumping; Traffic Control; Debris Disposal; Excavation, including necessary pavement removal.; Shoring and/or dewatering; Structural fill; Backfill and compaction; Grout and mortar; Brick; Resetting of the manhole ring and cover; Pipe extensions and connectors necessary to the installation; Replacement of unpaved roadway and grass or shrubbery plot; Replacement of roadway base and asphalt surface; and Appurtenant work as required for a complete and operable system. 49.3 FIBERGLASS LINER PRODUCTS 49.3.1 MATERIALS 49.3.1.1 LINERS Liners shall be fiberglass engineered to meet or exceed AASHTO H 20 loading of 16,000 pound vertical wheel load. Manhole liners are to be of the integral corbel design unless otherwise stipulated. Manhole liners are to be as large in diameter as will :fit into the existing manhole. The contractor shall measure the existing manhole immediately prior to ordering materials and is solely responsible for the fitting of the liner. Contractor will be required to submit factory certification for fiberglass liners. The manhole liner shall meet all requirements of ASTM D 3753. 49.3.1.2 MORTAR Mortar shall be composed of one part Portland Cement Type T 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. 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. WTP 1 & 3 Wellfield Expansion Phase ll Section IV City of Clearwater Project #: 07-0037-UT Technical Specifications M&C Project #: 0992-0190 IV-104 I fl 1 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 :l 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 foirn 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: L The elimination of active infiltration prior to making the application. 2. The removal of any loose and unsound material. 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 mMin-win. requirements- 1. Compressive Strength (ASTM C-109) 15 min_, 200 psi 6 hrs., 1.400 psi. 2. Shrinkage (ASTM C-596) 28 days, 150 psi WTP 1 & 3 WelNield Expansion Phase 11 Section IV City of Clearwater Project A 07-0037-UT Technical Specifications M&C Project #_ 0992-0190 IV-105 11 I Bond (ASTM C-952) 28 days, 150 psi 4. Cernent Sulfate resistant 5. Density, when applied 105 +/- 5 pcf 49.5 INFILTRATION CONTROL Strong Plug shall be used to stop minor water infiltration according to the manufacture's recommendations and shall have the following minimum requirements: 1. Compressive strength (ASTM C-109) - 600 psi, 1 hr.; 1000 psi 24 hrs. 2. Bond (ASTM C-952) - 30 psi, 1 hr.; 80 psi, 24 hrs. 49.6 GROUTING MIX Strong-Seal Grout shall be used for stopping very active infiltration and filling voids according to the manufacture's recommendations. The grout shall be volume stable, and have a minimum 28 day cornpress.ive 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 rninimuni requirements at 28 days: 1. Compressive strength (ASTM C 109) 3,000 psi. 2. Tensile strength (ASTM C 496) 300 psi 3. Flexural strength (ASTM C 78) 600 psi 4. Shrinkage (ASTM C 596) 0% at 90% R.H. 5. :13ond (ASTM C 952) l 30 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. 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. I' Bag weight shall be 50-51 pounds and contents must have a dry bulb 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 aninflnum of .67 cubic foot of volume. WTP 1 & 3 Wellfield Expansion Phase 11 Section 17 City of Clearwater Project #. 07-0037-UT Technical Specifications M&C Project #: 0992-0190 IV-106 Fiberglass rods must be alkaline resistant with rod lengths not less than 1/2" in length nor greater than 518" in height. Product shall not include any basic ingredient that exceeds rn.axirnum allowable EPA limit for any heavy metal. Manufacturer must provide MSDS sheets for product(s) to be used in reconstruction process. A two coat application of liner material will be required (no exceptions) with the first coat rough troweled to force materials into cracks and crevices to set the bond. The second coat to be spray applied to assure minimum 1/2" thickness after troweling or brush finishing to a relatively smooth finish. 49.8 WATER Shall be clean and potable. 49.9 OTHER MATERIALS No other- material shall be used with the mixes previously described without prior approval or recommendation from the manufacturer. 49.10 EQUIPMENT A specially designed machine consisting of an optimized progressive cavity pump capable of producing a minimum of 250 psi. pumping pressure, contra blend mixer with twin ribbon paddles with discharge, and an air system for spray application of product. Equipment must be complete with water storage and metering system. Mixer and pump is to be hydraulically powered. Equipment is to be mounted to heavy duty construction tandem axle road worthy trailer complete with electric brakes and running lights. Internal combustion engine must be included to power the hydraulic system and. air compressor. 49.11 INSTALLATION AND EXECUTION 49.11.1 PREPARATION 1. Place boards over inverts to prevent extraneous material from entering the sewer lines and to prevent up stream line from flooding the manhole. 2. All foreign material shall be removed from the manhole wall and bench using a high pressure water spray (minimum 1,200 psi). Loose and protruding brick, mortar and 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 eementitious grout. Manufacturer's recommendations shall be followed when pressure grouting is required. WTP 1 & 3 Wellfield Expansion Phase ll Section IV City of Clearwater Project A 07-0037-UT Technical Specifications M&C Project A 0992-0190 IV-107 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 nozcleman can spray in a continuous manner without interruption until each application Is complete. 49.11.3 SPRAYING The surface, prior to spraying, shall be damp without noticeable :free water droplets or running water. Materials shall be sprayed, applied to a minimum uniform thickness to insure that all cracks, crevices and voids are filled and a somewhat smooth surface remains after light troweling. The light troweling is performed to compact the material into voids and to set the bond. Not before the first application has begun to take an initial set (disappearance of surface sheen which could be 15 minutes to 1 hour depending upon ambient conditions) is the second application made to assure a minimmum total. finished thickness of 1/2 inch. The surface is then troweled to a smooth finish being careful not to over trowel so as to bring additional water to the surface and weaken it. A brush finish may be applied to the finished coat to remove trowel marks. Manufacturer's recommendation shall be followed whenever more than 24 hours have elapsed between applications. The wooden bench covers shall be removed and the bench is sprayed such that a gradual slope is produces from the walls to the invert with the thickness at the edge of the invert being no less than 1/2 inch. The wall bench intersection shall be rounded to a uniforrm radius, the full circumference of the intersection. The final application shall have a minimum of four (4) hours cure time before being subjected to active :flow. 49.11.4 PRODUCT TESTING At some point during the application, at least four (4) 2 inch cubes may be prepared each day or from every 50 bags of product used, identified and sent, in accordance with the Owner's or Manufacturer's directions, for compression strength testing as described in ASTM C 1.09. 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. 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' recornrnendations. A vacuum pump of ten (10) inches of mercury shall be drawn and the vacuum pump shut off. With the valves closed, the time shall be measured for the WTP 1 & 3 Wellfield Expansion Phase II Section IV City of Clearwater Project #: 07-0037-UT Technical Specifications M&C Project #. 0992-0190 IV 108 t 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 rr-ranholes. 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 till 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 1-3 minutes Tensile Strength 1 day 510 psi ASTM C 307 3 days 745 psi 28 days 855 psi Compressive Strength 1 day 3,125 psi ASTM -C 109 7 days 7,808 psi 28 days 9,543 psi Flexural Strength ASTM C 78 1 day 410 psi 3 days 855 psi 28 days 1,245 psi WTP 1 & 3 Wellfield Expansion Phase ll City of Clearwater Project #. 07-0037-UT M&C Project #: 0992-0190 Section IV Technical Specifications IV-109 I 49.12.2.2 HYDROPHILIC GROUTING Based on conditions found in and around the manhole, the applicator shall pressure inject either one or both of the following materials: 1. An expansive foam grout shall be used to stop major intrusion of water and fill cracks in and voids behind the structure's surface. Physical properties are as follows: Tensile Strength 380 psi ASTM D 3574-86 Elongation 400% ASTM D 3574-86 Bonding Strength 250-300 psi. 2. A hydrophilic gel grout shall be used for soil stabilization behind the manhole-to prevent seepage, to provide a dainining 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 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 becornes 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: 8.75-9.17 lbs/gal ASTM D-3574 1.50 psi ASTM D- 412 250% ASTM D-3574 Less than 4% ASTM D-1042 Non Toxic Slant/Shear bond Strength to Calcium Aluminate Cement ASTM (to be given) 1,200 1,800 psi Tensile Strength (7 day cure) ASTM C 190 380 psi (2.62 MPa) 325 psi (2.24 MPa) at 100% RH at 50% RH Permeability (3 day cure) CRD 48 55 49.12.2.4 CEMENT LINING 8.1x10 Item/sec to 7.6x10 cm/sec A self bonding calcium alurri.nate 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 Firs 24 Firs 7 Days 28 Days Astm C 495 Compressive Strengl:h, Psi 7000 11000 12000 13000 11 WTP 1 & 3 Wellfield Expansion Phase II Section IV Cily of Clearwater Project #. 07-0037-UT Technical Specifications M&C Project #, 0992-0190 IV-110 Astor C 293 Flexural strength, 'Psi 1000 1500 1800 2000 Astor C 596 Shrinkage At 90% Humidity -- c0.04 c0.06 c0.08 Astnl C 666 breeze-Thaw Aft 300 Cycle No Damage Astor C 990 Pull - Out Strength 200 - 230 Psi Tcnsile Astor C 4,57 Air Void Content (7 Days) 3% Astor C 497 Porosity/Adsorption Test 4-5% Modules of Elasticity: 7.10 X 10 PSI after 24 Hrs moist curing at 68 E The calcium aluminate cement shall be reinforced with inert fibers which comply with ASTM C 1116 and ASTM C 1018, added at the rate of one pound per cubic yard of concrete. The mixture shall be applied to a thickness of at least one half inch, but no greater than two inches. It will have a dark grey color. 49.12.2.5 EPOXY COATING A high build, flexible waterproofing epoxy shall be applied to a minirnurn of 30 dry mils. This epoxy will seal structure from moisture and provide protective qualities to the surface, including excellent resistance to chemical attach and abrasion. The epoxy shall be 100% solids, can be applied to dainp surfaces, cures to a tile like :finish, is easy to clean, and has no toxic fumes. Its uses include sewage treatment plants and other sewer structures. The epoxy shall have the following properties at 75 degrees F: Mixing Ratio (Parts A:B), by volume 1:1 Color (other colors available on request) Light Gray Pot Life, hrs 1 Tensile Strength, psi, min 2,000 Tensile Elongation, % 10-20 Water Extractable Substances, mg./sq. in., max 5 Bond Strength to Cement (ASTM 882) psi 1,800 49.12.2.6 CHEMICAL RESISTANCE Alcohols, THchloroethylene, Nitric Acid (3%), Jet Fuels, Water, Sulfuric Acid (3% 10%), MEK, Wine, Butyl Acetate, Beer, Lactic Acid (3%), Gasoline, Corn Oil, Aluminum Sulfate, Paraffin Oil, Vegetable Juice, Sodium Chloride, Motor Oil, Hydrochloric Acid (3%), and many others. 49.12.3 INSTALLATION AND EXECUTION 49.12.3.1 PROCEDURAL OVERVIEW Work shall proceed as follows: 1. Remove rungs (steps), if desired by client. 2. Clean manhole and remove debris. a. Plug lines and/or screen out displaced debris. b. Apply acid wash, if necessary, to clean and degrease. WTP 1 & 3 Wellfield Expansion Phase 11 Section IV City of Clearwater Project #. 07-0037-UT Technical Specifications M&C Project #. 0992-0190 IV-111 c. Hydroblast and/or sand blast structure. d. Remove debris frorn 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 alum mate cement lining to all surfaces. 7. Spray apply epoxy coating to all surfaces. I 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 frorn 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 cernent material as necessary to prepared surface to fill cracks and voids in structure. Allow twenty (20) minutes before applying waterproofing/crystalli.zati.on. 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 stiftbrush, 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. W1P 1 & 3 Wellfield Expansion Phase 11 Section IV City of Clearwater Project #: 07-0037-UT Technical Specifications M&C Project #. 0992-0190 IV-112 5. Apply powder #1 as an overcoat. 6. Allow one (1) hour to cure before applying cement lining. 49.12.3.6 CEMENT LINING L 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 tunes. 49.12.3.7 EPOXY 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 mand-iole 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 m?mufacturers' reconunendati.ons. A vacuum pump of ten (10) inches of mercury shall be drawn and the vacuum pump shut off. With the valves closed, the time shall be measured for the vacuum to drop to nine (9) inches. The manhole shall pass if the time is greater than sixty (60) seconds for forty eight (48) inch diameter, seventy five (75) seconds for sixty (60) inches, and ninety (90) seconds for seventy two (72) inch diameter manholes. If the manhole fails the initial test, necessary repairs shall be made. Retesting shall proceed until a satisfactory test is obtained. Tests shall be performed by the Contractor under the direction of the Project Engineer. 49.12.3.10 WARRANTY All materials and workmanship shall be warranted to the Owner for a period of five (5) years, provided that all the above mentioned repair steps are used. 50 PROJECT INFORMATION SIGNS This article deleted. See SECTION III, ARTICLE 23 - PROJECT INFORMATION SIGNS. WTP 1 & 3 Wellfield Expansion Phase 11 Section IV City of Clearwater Project #: 07-0037-UT Technical Specifications M&C Project #: 0992-0190 1V--113 51 IN-LINE SKATING SURFACING SYSTEM 51.1 SCOPE 1. These specifications pertain to the application of the Plexi.fl.or Color Finish System over recreational areas intended for In-Line Skating activities. The materials specified in the 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 Iii-line Skating Surfacing System • 1 Coat of Acrylic Resurfacer • 2 Coats of Fortified Plexipave • 2 Coats of Plexiflor • Plexicolor Line Paint 51.2 SURFACE PREPARATIONS 51.2.1 ASPHALT Allow new asphalt to cure a minimum of 6 months. The surface must be checked for birdbaths, cracks and other irregularities and repaired with Court Patch Binder according to California Specification Section .1.0.14. (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: 1.00 Lbs. #80-100 Mesh Silica Sand (dry) 3 gallons Couuth 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 Pllexiflor Surfacing System. The mix shall be applied according to California Specification Section 10.8 using the following mix: Acrylic Resurfacer- 55 gallons Water (Clean and Potable) 20-40 gallons WTP 1 & 3 Wellfield Expansion Phase II Section IV City of Clearwater Project A 07-0037-UT Technical Specifications M&C Project #. 0992-0190 IV-114 r Sand (60-80 mesh) 600-900 pounds Liquid Yield 112-138 gallons 2. Over asphalt surfaces, apply the Acrylic Resurfacer Mix in one or two coats (depending on surface porosity) at a rate of .05 -.07 gallons per square yard per coat. 1 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 must be applied within 3 hours of the TiCoat application while the primer- is dry but still tacky to the touch. Apply the Acrylic Resurfacer Mix in one or two applications at a rate of .05-.07 gallons per square yard per coat. 51.4 APPLICATION OF FORTIFIED PLEXIPAVE After the filler coat application has dried, apply two coats of Fortified .Ple.xipave at art undiluted rate of .05-.07 gallons per square yard per coat using the following rnix: Plexipave Color Base 30 gallons Plexichrome 20 gallons Water 20 gallons 51.5 PLEXIFLOR APPLICATION L Plexiflor is :factory premixed and ready to use from the container. The material may be diluted with one (1 ) part water to six (6) parts Plexiflor to improve flowability and provide uniform application. 2. Apply two coats of Plexiflor at a rate of .04-.05 gallons per square yard per coat. 3. Plexiflor is applied (in a similar manner to Plexipave) -in windrows on the surface with sufficient quantity to cover as the squeegee is pulled over the surface. Apply only light pressure to the squeegee. Do not allow ridges to form between passes of the squeegee. Ridges existing after material dries should require corrective action. 4. Plexiflor and. its preliminary coatings should be allowed to thoroughly dry prior to application of subsequent coats. 51.6 PLAYING LINES Four hours minimum after completion of the color resurfacing, playing lines shall be accurately located, marked and painted with Plexicolor Line Paint as specified by The National In-Line Hockey.Association. 51.7 GENERAL 1. The contractor shall rernove 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 wAll Local, State and Federal regulations. 1 Materials specified for the Plexiflor System shall tee delivered to the site in sealed, property labeled arurns with California Products Corporation labels that are stenciled with the proper batch code numbers. Products packaged or labeled in any other manner WTP 1 & 3 Wellfield Expansion Phase 11 Section IV City of Clearwater Project #. 07-0037-UT Technical Specifications M&C Project A 0992-0190 IV-115 will not be accepted. Mixing with clear, fresh water shall only be done at the job site. Coverage rates are based upon material prior to mixing with water as specified. 51.8 LIMITATIONS 1. Do not apply if surface temperature is less than 50°F or more than 1 40°F. 2. Do not apply when rain or high humidity is inurrinent. 3. Do not apply when surface is damp or has standing water. 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. Plexi.flor will not prevent substrate cracks from occurring. 8. Plexiflor will mark slightly from normal use of soone In-line Skates. 9. Coefficient of friction = 0.78 10. Coating Application Drying Time: 30 minutes to 1 hour at 70°F with 60% relative humidity. 11. Keep court clean. Excess dirt or foreign material can cause the surface to be slippery- In-Line hockey is a physical sport. Always wear NIHA recommended protective gear. 52 RESIDENT NOTIFICATION OF START OF CONSTRUCTION This article deleted. See SECTION III, ARTICLE 22 - RESIDENT NOTIFICATION OF START OF CONSTRUCTION. 53 GABIONS AND MATTRESSES 53.1 MATERIAL 53.1.1 GABION AND RENO MATTRESS MATERIAL 53.1.1.1 PVC COATED WIRE MESH GABIONS & MATTRESSES Gabion & mattress basket units shall be of non-raveling construction and :fabricated from a double twist by twisting each pair of wires through three half turns developing the appearance of a triple twist. The galvanized wire core shall have a diameter of 0.1063 inches (approx. US gauge 12). All wire used in the :fabrication of the gabion shall comply with or exceed Federal Specifications QQ-W-461H, possess a maximum tensile strength of 70,000 p.s.i. with a Finish 5, Class 3 zinc coating in accordance with the current ASTM A-641. The weight of zinc coating shall be determined by ASTM A-90. The grade of zinc used for coating shall be :High Grade or Special High Grade, as prescribed in ASTM B-6, Table 1. Uniforni,ty 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 WTP 1 & 3 Wellfield Expansion Phase lI Section IV City of Clearwater Project #. 07-0037-UT Technical Specifications M&C Project #. 0992-0190 IV-116 1/4 inches by 41/z inches. The overall diameter of the mesh wire (galvanized wire core plus PVC coating) shall be 0.146 inches. Selvedge and reinforcing wire shall. be of heavily galvanized wire core, 0.1338 inches in diameter (approx. US gauge 10), coated with PVC and having an overall diameter (galvanized. wire core plus PVC coating) of 0.173 inches. Lacing and connecting wire shall be of soft tensile strength (75,000 PSI max), heavily galvanized wire core, 0.087 inches in diameter (approx. US gauge 13 1/2), coated with PVC and having an overall diameter (galvanized wire core plus PVC coating) of 0.127 inches. The use of alternate wire fasteners shall be permitted in lieu of tie wire providing the alternate fastener produces a four (4) wire selvedge joint with a strength of 1200 lbs, per linear foot while remaining in a locked and closed condition. Properly formed interlocking fasteners shall be spaced from 4 to 6 inches and have a minimum 3/4 square inch inside area to properly confine the required selvedge wires. Tiger-Tice 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 0.015 inches in thickness. The protective PVC plastic shall be suitable to resist deleterious effects from exposure to light, immersion in salt or polluted water and shall not show any material difference in its initial compound properties. The PVC compound is also resistant to attack from acids and resistant to abrasion. 1. Specific Gravity: a. According to ASTM D-2287 and ASTM D- 792; in the range of 1.30 to 1.34. 2. Tensile Strength: a. According to ASTM D-142; not less than 2980 psi. 3. Modulus of Elasticity: a. According to ASTM D-412; not less than 2700 psi at 1.00% strain. 4. Resistance to Abrasion: a. According to ASTM 1.242; 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 Isom a square cut end. section shall not be more than 25min when the specimen has been immersed for 2000 hours in a 50% SOLUTION HCl (hydrochloric acid 12 Be). ' WTP 1 & 3 Wellfield Expansion Phase 11 Section IV City of Clearwater Project #. 07-0037-UT Technical Specifications M&C Project #. 0992-0190 IV-117 53.1.1.3 ACCELERATED AGING TESTS Variation of the initial properties will be allowed, as specified below, when the specirrnen is submitted to the following Accelerated Aging Tests: I . Salt Spray Test: a. According to ASTM B-117 b. Period of test = 3000 hours. 2. Exposure to ultraviolet rays: a. According to ASTM D-1499 and ASTM G-23 (Apparatus Type E). Period of test 3000 hours at 63 degrees centigrade. 3. Exposure to high te,inperature: a. Testing period: 240 hours at 105 degrees centigrade, when tested in accordance with ASTM D- 1203 and ASTM D-2287. 53.1.1.4 PROPERTIES AFTER AGING TESTS After the above Accelerated Aging Tests have been performed, the PVC compound shall exhibit the following properties: 1. Appearance: a. The vinyl coating shall not crack, blister or split and. shall not show any remarkable change in color. 2. Specific Gravity: a. Shall not show change higher than 6% of its initial value. 3. Durorneter Hardness: a. Shall not show change higher than 10% of its initial value. 4. Tensile Strength: a. Shall not show change higher than 25% of its initial value. 5. Elongation: a. Shall not show change higher than 25% of its initial value. 6. Modulus of Elasticity: a. Shall not show change higher than 25% of its initial value. 7. Resistance to Abrasion: a. Shall not show change higher than 10% of its initial value. 8. Brittleness Temperature: a. Cold Bend Temperature - Shall not be lower than -20 degrees centigrade. b. Cold Flex Temperature -Shall not be higher than +18 degrees centigrade. WTP 1 & 3 Wellfield Expansion Phase ll Section IV City of Clearwater Project #: 07-0037-UT Technical Specifications M&C Project #. 0992-0190 IV-118 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 stories shall be free of cracks, seams, and other defects that would tend to promote deterioration from natural causes, or which might reduce the stones to sizes that could not be retained. in the gabion or mattress baskets. The stone shall. meet the following physical requirements: • Absorption, maximum 5% • Los Angeles Abrasion (FM 10T096), maximum loss 45% • Soundness (Sodium Sulphate), (FM 1-T104), maximum loss 12% • Flat and elongated pieces, materials with least dimension less than one third of greatest dimension shall not exceed 5% by weight. All filler material shall be uniformly graded between 4 inch and 8 inch (equivalent spherical diameter) and shall. be angular in form- Rounded stones shall not exceed 10% of the stone, by weight and 70% of the stone, by weight, shall exceed the largest dimension of the raxesh opening. 53.1.3 MATTRESS WIRE Mattress wire shall conform to the same specifications as gabions except as follows: 1. The nominal diameter of the wire used ill the fabrication of the netting shall be 0.0866 inches minimum, subject to diameter tolerance in accordance with the current ASTM A 641, Table 3. 2. All wire shall. be galvanized according to ASTM A 641, Table 1.. The minimum weight of the zinc coating shall be 0.70 ozs./sq. ft. for the 0.0866 inch wire used for mesh and lacing and 0.80 ozs./sq. ft. for the 0.106 wire used for selvedge. 3. Adhesion of the zinc coating to the wire shall be capable of being wrapped in a close helix at a rate not exceeding 15 turns per rxrinute around a cylindrical steel. mandrel having a diameter 3 times the nominal venire diameter being tested. After- the wrap test is cornpleted, 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; "hype 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 constriction; the base, lid ends and sides shall be either woven into a WTP 1 & 3 Wellfield Expansion Phase 11 Section lV City of Clearwater Project #. 07-0037-UT Technical Specifications M&C Project #- 0992-0190 IV-119 i l i ng s e un t or one edge of these mernbers 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 gab-ion and mattress exceeds one and one-half its horizontal width, they shall be equally divided by diaphragms of the same mesh and gauge as the mattresses shall be furnished with the necessary diaphragms secured in proper position on the base so that no additional tying is required at this juncture. The wire mesh is to be fabricated so that it will not ravel. This is defined as the ability to resist pulling apart at any of the twists or connections forming the mesh when a single wire strand in a section of mesh is cut. Each gabion or mattress shall be assembled by tying all untied. edges with binding wire. The binding wire shall be tightly looped around every other mesh opening along seams so that single and double loops are alternated. A line of empty gabions shall be placed into position according to the contract drawings and binding wire shall be used to securely tie each unit to the adjoining one along the vertical reinforced edges and the top selvedges. The base of the empty gabions placed on top of a filled line of gabions shall be tightly wire to the latter at front and back. 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 thud full and one connecting wire in each direction shall be tightly tied to opposite faces of each cell at one third height. The gabion shall then be filled to two thirds full and one connecting wire in each direction shall be tightly tied to opposite face of each cell. at one two third height. The cell shall then be filled to the top. Filler stone shall not be dropped more than 12" into the gabions and mattresses.r 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; mai,nte,rtance, 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; WTP 1 & 3 Wellfield Expansion Phase 11 Section 1; City of Clearwater Project #. 07-0037-UT Technical Specifications M&C Project #. 0992-0190 IV--120 1 1 • 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); • haigation service and repair; • Mulch replacement; • Cleaning of hard surfaces; and the • Reporting of irregularities at the job site. 54.2 SCHEDULING OF WORK The Contractor(s) shall accomplish all landscape maintenance required under the contract between the hours of 6:30 a.m. and 7:00 p.m. Monday through Saturday, excluding observed holidays. The City pray 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. 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 WTP 1 & 3 Wellfield Expansion Phase 11 Section IV City of Clearwater Project #: 07-0037-UT Technical Specifications M&C Project #: 0992-0190 IV-121 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. Patin pruning to be performed at least once per year, preferably in late June or July following flower fonnation, 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 pahn 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. 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 I All tree and plant material should be fertilized with the appropriate amount of 20-6-12 sulfur coated, slow release, ornamental fertilizer, three th-nes per year. Applications should be made in mid-February, early June, and mid-Septernber, for the 'first two years. Fertilizer types and amounts will change with requirements of maturing landscape materials. 54.12 WEED REMOVAL IN LANDSCAPED AREA I Weeds should be removed on a regular basis in order to keep there 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. WTP 1 & 3 Wellfield Expansion Phase ll Section IV City of Clearwater Project A 07-0037-UT Technical Specifications M&C Project #; 0992-0190 1V--122 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 d6pline), annually in early February. 54.17 FREEZE PROTECTION The City will provide a freeze/frost protection fabric for the Contractor to install over freeze/frost sensitive plants (Lantana and Pentas). The covering material will be stored at a City facility (yet to be determined). Contractor will remove the covering material. from storage and install over the sensitive plants, securely fastening edges of the material to the ground per manufacturer's directions. The City will furnish metal pins needed for securing :fabric to the ground. The City will notify the Contractor one (1) day or twenty-four (24) hours minimum prior to the need to protect plant material. After uses, the Contractor will prepare the -fabric for storage and return it to the designated City facility. Protective covering shall be removed the following afternoon or remain in placed as directed by the City. The City shall notify the Contractor by 11:00 a.m. about removing the cover or keeping it in place due to continued freezing temperatures. The City may cancel the freeze protection event at any time prior to the end of the scheduled installation day (5:00 p.m.) The Contractor will be compensated for the number of hours mobilization or on-site work at the contracted rate per man-hour unit price. The Contractor shall provide a unit price for the installation and removal of the covering fabric on a per event basis, as well as an hourly rate per employee required. The City and contractor will coordinate appropriate irrigation operations with weather conditions. Should 'freeze/frost damage occur, the Contractor shall perform remedial work as per unit basis, as directed by the City. 54.18 LEVEL OF SERVICE This location Is to be serviced weekly. Repairs to damage or vandalism to be made within 7 working days of reported irregularity. Weekly visits should occur no closer than six and no further than ten calendar days apart. WTP 1 & 3 Wellfield Expansion Phase 11 Section IV City of Clearwater Project #. 07-0037-UT Technical Specifications M&C Project A 0992-0190 IV-123 54.19 COMPLETION OF WORK II 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.rn. - 7:30 a.m. or 2:30 p.rn. - 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. 3. All maintenance shall be performed in a good and workmanlike manner, consistent with trade practices and standards which prevail in the industry. ' 4. The Contractor shall be responsible for damage to any plant material or site feature caused by the Contractor or his/her employees. The Contractor shall be notified in writing of the specific nature of the darnage and cost of repair. The City shall, at its option, invoice the Contractor for the payment, or reduce by the amount of the repairs the next regular payment to the Contractor. 5. Occasionally circumstances (standing water, prolonged inclement weather, parked vehicles, etc.) may make all or portions of a location unserviceable during the regular schedule. The Contractor shall notify the City Supervisor of such occurrences, and shall schedule to perform the required maintenance to the location as soon as the pertaining circumstances are relieved. 55 MILLING OPERATIONS 55.1 EQUIPMENT, CONSTRUCTION & MILLED SURFACE Unless otherwise noted in the specs, plans or this Article, the ntilling operation shall be performed in accordance with Section 327 of FDOT's Standard Specifications (latest edition). The Contractor shall notify the :Project Inspector a minimum of 24 hours in advance of all milling. WTP 1 & 3 Wellfield Expansion Phase 11 Section lV City of Clearwater Project #. 07-0037-UT Technical Specifications M&C Project A, 0992-0190 1V-124 1 55.2 ADDITIONAL MILLING REQUIREMENTS 1. If the milling machine is equipped with, preheating devices, the contractor is responsible to secure any necessary permits, and for complying with all local, state and federal environmental regulations governing operation of this type of equipment. 2. All milled surfaces must be repaved within seven days from the time it was milled, unless otherwise noted in the contract documents. 3. Prior to paving, all milled areas shall be swept with a Municipal type sweeper either of the vacuum or the mechanical type, that picks up and hauls off, dust and dirt (the Broom Tractor way of sweeping is not be permitted). The sweeper must be equipped with its own water supply for pre-wetting to minimize dust. Moreover, the Contractor shall sweep debris off of sidewalks, driveways and curbs in addition to the roadways before leaving the job site. 4. In cases where concrete valley swales are present, the adjoining pavement shall be milled to allow for the new asphalt grade to be flush with the contract surface. 5. The Contractor shall be responsible for removing any asphalt that remains in the curb line and/or median curbs after the milling operation of a street is complete. The cost of this removal shall be included in the 'bid item for milling. 6. All radius returns on streets to be milled shall also be milled unless otherwise directed by the Engineer, with payment to be included in the bid item for milling. 7. Any leveling or base replacement required after mil ling 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 super-pave resurfacing projects. The cost shall be included in the per ton unit cost for asphalt, unless otherwise noted in the project scope and plans. 8. Any roadway base material exposed as a result of the n-illlr,ng 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 przrne 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. WTP 1 & 3 Wellfield Expansion Phase 11 Section IV City of Clearwater Project #. 07-0037-UT Technical Specifications M&C Project #. 0992-0190 IV-125 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 strictures 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 conimencement 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 N, 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. S. Tull 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. 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 char,-acteristics. 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 nri.lling in accordance with the plans and specifications. WTP 1 & 3 Wellfield Expansion Phase 11 Section IV City of Clearwater Project #: 07-0037-UT Technical Specifications M&C Project #."0992-0190 IV-126 11 t 56 CLEARING AND GRUBBING The work included in this specification includes the removal and disposal of all structures, appurtenances, asphalt, concrete, curbs, walls, trees, roots, vegetation, boulders, conduits, poles, posts, pipes, inlets, brush., stumps, debris and other obstructions resting on or protruding through the ground surface necessary to prepare the area for construction. Clearing and grubbing shall be performed in accordance with Section 110 of FDOT's Standard Specifications (latest edition). Unless otherwise specified in the contract documents, the Contractor shall take ownership of all removed material and dispose of them off site in accordance with all Local, State and Federal Requirements. 56.1 BASIS OF MEASUREMENT The basis of measurement shall be either a lump sum quantity or the number of acres cleared and gnibbed as specified on the plans or directed by the Engineer. 56.2 BASIS OF PAYMENT The pay item for clearing and grubbing slaal:l include: all rernoval 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 (lastest edition). 57.1 BASIS OF MEASUREMENT The basis of measurement for riprap shall be the volume of sand used in cubic yards for sand- cement, or the dry weight in tons for rubble. 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 nibble riprap shall include: all materials, required bedding stone, dressing and shaping for placement of bedding stone, filter fabric, testing, hauhng, excavating, backfi,ll, 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 nibble 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. WTP 1 & 3 Wellfield Expansion Phase H Section /V City of Clearwater Project #. 07-0037-UT Technical Specifications M&C Project #. 0992-0190 1V-127 58.1 HAZARD POTENTIAL The Contractor shall. be aware that hazardous materials are used at the WWTP's and the water reservoirs. These may include sodium hypochlorite, gaseous chlorine, sulfur dioxide and ammonia. Potential safety hazards associated with these substances include: • An accidental spill or release can impair respiratory functions and result in severe burns to the skin and eyes. At the pre-construction conference, the contractor will be provided with a copy of the City of Clearwater Public Utilities Department Emergency Response Plan, and a copy of the applicable Material Safety Data Sheets. All. employees of the contractor- and sub-contractor assigned to this job shall be familiar with the content of these documents. 58.2 REQUIRED CONTRACTOR TRAINING Prior to issuance of a notice to proceed, the contractor must submit documentation regarding employee safety training relating to the items in Section A above. The documentation must include: • Verification that all employees assigned to this job have received and understood training in the proper work practices necessary to safely perfonrr the job while working wound 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 tunings, field tests, grounding, conduit, signal and interconnect cable, span wire assemblies, pull and junction boxes, electrical power service assemblies, poles, signal assemblies, pedestrian assemblies, inductive loop detectors, pedestrian detectors, traffic controller assemblies, controller cabinets and accessories, removal of existing traffic signal equipment, and internally illuminated signs. All traffic signal installations shall be mast arms and conform to the requirements of FDOT's Mast Arias Assembly standard, and shall be signed and sealed by a professional engineer registered in the state of Florida. All mast arnr. calculations, as well as the geotechnical report, shall also be signed and sealed by a professional engineer registered in the state of Florida. All rnast arras colors shall be determined and approved by the City prior to ordering from the manufacturer. All traffic signal indicators for vehicles and pedestrians shall be LED's and, approved by both the City and FDO T. In addition to this, all pedestrian signal indicators shall utilize countdown features. WTP i & 3 Wellfield Expansion Phase ll Section IV City of Clearwater Project #."07-0037-UT Technical Specifications M&C Project #, 0992-0190 1V--128 Contractor changes to the operation of an existing signal is PROHIBITED unless directed by the City's Traffic Engineering Division. 59.1 BASIS OF MEASUREMENT AND PAYMENT The basis of measurement and payment shall be specified in the contract documents and/or plans and shall include all equipment, preparation, materials, testing and incidentals required to complete the work per the plans. 60 SIGNING AND MARKING All signing and marking work shall be performed per the latest edition of FDOT's Standard Specifications, unless otherwise specified in the contract documents and plans. This specification includes the following work: RPM's (Section 706), painted traffic stripes and markings (Section 710), thermoplastic stripes and markings (Section 711) and tubular delineators/flex posts (Sections 705 and 972). The Contractor is responsible to ensure that striping is correctly placed. Errors in striping or markings shall be "blacked-out" with paint, unless otherwise directed by the Engineer. No payment will be made for these incorrect or "blacked-out" areas. Omissions in striping or markings shall be corrected to the City's satisfaction prior to any payment being made. 60.1 BASIS OF MEASUREMENT AND PAYMENT The basis of measurement and payment shall be specified in the contract documents and/or plans and shall include all equipment, preparation, materials and incidentals required to complete the work per the plans. 61 ROADWAY LIGHTING All roadway lighting shall. be constructed per Sections 715 and 992 of FDOT's Standard Specifications (latest edition), unless otherwise specified in the contract documents and plans. 61.1 BASIS OF MEASUREMENT AND PAYMENT The basis of measurement and payment shall be specified in the contract documents and/or plans and shall include all equipment, materials, testing and incidentals required to complete the work per the plans. 62 TREE PROTECTION 62.1 TREE BARRICADES A. A protective barrier shall. be placed around all protected trees and palms prior to land preparation or construction activities within or adjacent to the work zone, including all staging and/or lay down areas. Protective barriers shall be installed as follows: L 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. WTP 1 & 3 Wellfield Expansion Phase II Section IV City of Clearwater Project #: 07-0037-UT Technical Specifications M&C Project #. 0992-0190 IV-129 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 pennitted 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 lnternational Society of Arboriculture (ISA) certified. arbori.st perform, or directly supervise root pruning to reduce the impacts of construction. The critical root zone is equivalent to the tree's dri.pline. Prior to any clearing, grubbing or excavation activities, the affected roots must be severed by clean pruning cuts at the point where grubbing or excavation Impacts the root system. Roots can be pruned utilizing specified root pruning equipment designed for that purpose or by hand digging a trench and pruning roots with a pruning saw, chain saw or other equipment designed for tree pruning. Root pruning by trenching equipment or excavation equipment is strictly prohibited. Roots located in the critical root zone that will be impacted by construction activities shall be pruned to a minimum depth of 1.8 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 Public Works projects for root Pruning issues and can be reached at (727) 562-4737, or through the constriction inspector assigned to the project. B. Root pruning shall only be preformed by or under the direct supervision of all 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. WTP 1 & 3 Wellfield Expansion Phase 11 Section IV City of Clearwater Project A 07-0037-UT Technical Specifications M&C Project A 0992-0190 1V--130 D. Root pruning shall be preformed 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 frorn the tree base. Any exception must be approved by the City's representative prior to said root pruning. G. Roots shall be cut cleanly, as far from the trunk of the tree as possible. Root pruning shall be done to a minimum depth of 18" from existing grade, or to the depth of the disturbance if less than 18". H. Root pruning shall be performed using a Doscocil Root Cutting Machine or equivalent. Alternate equipment or techniques must be approved by the City's representative, prior to any work adjacent to trees to be preserved. 1. 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. 7. Excavations in an area where root are present shall not cause the tearing or ripping of tree roots. Roots must first be cleanly severed prior to continuing with the excavation, or tunneled around to prevent damage to the root. K. Tree roots shall not be exposed to drying out. Root ends shall be covered with native soil or burlap and kept moist until final backfill or :final grades has been established. L. When deemed appropriate (e.g., during periods of drought) the City representative may require a temporary irrigation system be utilized in the remaining critical root zones of root pruned trees. M. When underground utility lines are to be installed within the critical root zone, the root pruning requirement may be waived if the lines are installed via tunneling or directional boring as opposed to open trenching. 62.3 PROPER TREE PRUNING A. All tree pruning and/or root pruning on existing trees to remain shall only be preformed 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. 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. WTP 1 & 3 Wellfield Expansion Phase 11 Section IV City of Clearwater Project #: 07-0037-UT Technical Specifications M&C Project #: 0992-0190 IV-131 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: htt ://www.w3.or /TR/1999/WAI-WEBCONTENT 19990505/ http://www.sectiq 508.?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. 63.4 MAPS AND GRAPHICS Use of maps and graphics is recorninended to illustrate the project; only approved. graphics should be posted to the Project Web Pages. WTP 1 & 3 Wellfield Expansion Phase II Section IV City of Clearwater Project #: 07-0037-UT Technical Specifications M&C Project #: 0992-0190 IV-132 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 Serve-. Posting of the Project Web Pages to a different than City's Web server, if approved, should be coordinated with the City's Webmaster for resolving all accessibility and conformity issues. 63.7 WEB PAGES UPDATES Unless otherwise specified and agreed Engineer is responsible for keeping the posted Web Pages up-to-date, by sending revisions and updates through the City Project Manager to the City's Webmaster for posting. 1 I WTP 1 & 3 Wel/field Expansion Phase H Section IV City of Clearwater Project #. 07-0037-UT Technical Specifications M&C Project #: 0992-0190 1V--133 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 Teclruical 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 Division 01630 in Section Wa Supplemental Technical Specifications. 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: A. General: Provide joints of types indicated. Hold locations and aligmnent to within plus 1/4 1N. Finish concrete surface adjacent to previous section to within plus 1/8 N, with tooled radius of 1/4 IN. B. Metal ke}-A-ayjoints: Fortes by installing metal parting strip, left in place. Stake and support like side form.. Provide dowels or tie bars where indicated. WTP 1 & 3 Wellfield Expansion Phase 11 Section IVa City of Clearwater Project #. 07-0037-UT Supplementary Technical Specifications McKim & Creed Project #. 0992-0190 IVa-1 C. Weakened plane joints: 1. Tooled joints: Tool groove in freshly placed concrete. Groove dimensions: 3/8 IN at surface and 1./41N at root. D. Construction joints: Install at end of day's work or wherever concreting must be inteirupted for 30 minutes. Place timber bulkhead full depth of slab, securely staked. E. Expansion joints: Place 3/4 1N prefonn.ed 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. 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. WTP 1 & 3 Wellfield Expansion Phase ll Section lVa City of Clearwater Project A 07-0037-UT Supplementary Technical Specifications McKim & Creed Project A 0992-0190 lVa_2 1 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 1"5° F; aggregates, 150° F. C. When average daily temperature is below 50° F provide i,nsulative protection of 12 1N 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 uxuix temperature cannot be maintained under 90° F. b. Aggregates or water or both may be cooled. Cool water with crushed ice; aggregates by evaporation or water spray. C. Never batch cement hotter than 160° F. ARTICLE 9 - OBSTRUCTIONS 9 Add the following statement- "Any survey monument or benchmark which must be disturbed shall be carefully referenced before removal, and unless otherwise provided for, shall be replaced upon completion of the work by a Florida registered Professional Surveyor and Mapper (PSM)." ARTICLE 12 - DEWATERING 12 Add the following statements- "Dewatering procedure niust meet all regulatory agencies rules, regulations and requirements. The Contractor Y will be required to obtain a FDEP Generic :F er xrit for the discharge of produced groundwater." ARTICLE 14 - BACKFILL, 1.4 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- "BackCll outside of pavement areas shall be compacted the full depth to the ground surface to a minimum of 95% compaction as determined by AASHTO T 180 (Modified Proctor Density Test)." ARTICLE 18,19 & 20 WTP 1 & 3 We/lfield Expansion Phase 11 Section lVa City of Clearwater Project ##. 07-0037-UT Supplementary Technical Specifications McKim & Creed Project ##. 0992-0190 IVa-3 Articles 18, 19 and 20 for Underdrains, Stoi n 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 raw water mains. ARTICLE 22 - ROADWAY BASE AND SUBGRADE 22 Add the following statements- When in Pinellas County ROW: roadway base and subgrade, and all construction methods and workmanship shall conform to the requirements of the Pinellas County, Florida Specifications for Hot Bituminous Mixtures, Plant Methods, Equipment and Construction Methods. When in FDOT ROW: roadway base and subgrade, and all construction methods and workmanship shall conform to the requirements of the FDOT. 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 Constriction Methods. When in FDOT ROW: asphaltic concrete material, and all construction methods and workmanship shall conform to the requirements of the FDOT. ARTICLE 25 - GENERAL PLANTING SPECIFICATIONS 25.2.2 Add Article 25.2.2.1.5.F-No fertilizer shall be applied within 100 ft of City production well for public water system. ARTICLE 35 - CONFLICT BETWEEN PLANS AND SPECIFICATIONS 35 Contract Documents shall be given precedence in accordance to Section III General Conditions Article 20. ARTICLE 38 - EROSION AND SILTATION CONTROL WTP 1 & 3 Wellfield Expansion Phase ll Section IVa City of Clearwater Project #: 07-0037-UT Supplementary Technical Specifications McKim & Creed Project #: 0992.0190 IVa-4 n t 38 Add the following staternent- "See Erosion Control Notes and Detail Drawings, 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.tl.us/water/storinwater/npdes for more information. Contractor shall obtain a IFDEP generic pert-nit for the discharge of produced groundwater. All soil erosion and sediment control measures shall be installed prior to disturbance and maintained through project completion." 38.9 Add the following statement- "No additional payment will be made to the Contractor for the re-establislunent 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 duetted, by the Engineer, the Contractor shall dismantle and remove the temporary devices used for sediment control during construction. All erosion control devices in seeded areas shall be left in place until the grass is established. Seed areas around devices, and mulch after removing or filling temporary control. devices. Cleanup all areas." ARTICLE 41- WATER MAINS AND APPURTENANCES 41.2 Article 41.2.2.1 Ductile Iron Pipe shall be superseded by Division 15062 in Section IVa Supplemental Technical Specifications. Article 41.222 Polyvinyl Chloride (PVC) Pipe shall be superseded by either Division 15063 and 15068 in Section IVa Supplemental Technical Specifications. Article 41.2.2.3 Fittings and Joints shall be superseded by Division 15062 in Section IVa Supplemental Technical Specifications. Article 41.2.2.4 Restraint shall be superseded by Division 15062 and 15063 in Section IVa Supplemental Technical Specifications. Article 412.3 Gate Valves: All ferrous surfaces inside and outside shall have a fusion-bonded epoxy coati_ug. These valves shall include the following features consistent with C509 or C515, full opening unobstructed waterway, zero leakage at 200 p.s.i. differential pressure with the line flow in either direction, all internal parts removable from bonnet without removing body from pressure main, corrosion resistent bronze nonri.sing stem with. O .ring bomret seal and internal cast iron parts coated with corrosion resistent coating. Gate Valves tiror.n 4 to 24 inch diameter, inclusive, shall be resilient seated gate valves. WTP 1 & 3 Wellfield Expansion Phase H City of Clearwater Project #: 07-0037-UT McKim & Creed Project #: 0992-0190 Section IVa Supplementary Technical Specifications IVa-5 Article 41.2.4 Valve Boxes shall be superseded. by Division 15100 Paragraph 2.10 in Section lVa Supplemental Technical Specifications. Article 41.3.2.1 Alignment and Grade: The depth of cover over the raw water main shall be a minimurim of 36" and a maximum of 72" below finished grade, except where noted otherwise or approved by the Owner's Representative 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 Division 15062, 15063, 15065 and 1.5068 in Section fVa Supplemental Technical Specifications. Article 41.5.1 Sterilizing Agent shall be superseded by Division 15120 in Section IVa Supplemental Technical Specifications. Article 41.5.2 .Flushing System shall be superseded by Division 15120 in Section lVa Supplemental Technical Specifications. Article 41.5.3 Sterilization Procedure shall be superseded by Division 15120 in Section IVa Supplemental Technical Specifications. Article 41.5.4 Residual Chlorine Tests shall be superseded by Division 15120 in Section IVa Supplemental Technical Specifications. Article 41.6.1 General: No separate payment will be made for restoration. The cost of such work shall be included in the applicable pay items of work. ARTICLE 44 - WORK ZONE TRAFFIC CONTROL 44.3.1 Add the following staternents-- "Right of Way (ROW) Utilization Permits with approved MOT plans and details for FDOT and Pinellas County ROW have been or will be received by the City. The contractor is responsible for the MOT requirements within City ROW. See Section N Article 44.4." The Contractor must submit and obtain approval for existing MOT plans that are modified or changed in any way. WTP 1 & 3 Wellfield Expansion Phase ll City of Clearwater Project A 07-0037-UT McKim & Creed Project #: 0992-0190 Section IVa Supplementary Technical Specifications lVa-6 it 11 7 44.5 Article 44.5 shall be superseded by the following: The Office of the Traffic Engineer may inspect and monitor the traffic control plan and traffic control devices of the Contractor. ARTICLE 56 - CLEARING AND GRUBBING 56 Add the following statement- "Strip topsoil to whatever depths encountered, in manner to prevent intermingling with underlying subsoil or objectionable material. Remove heavy growths of grass before stripping. Where trees are indicated to be left standing, stop topsoil stripping sufficient distance from such trees to prevent damage to main root system. Stockpile topsoil where directed. Constrict 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 flee 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 burry 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." 1 WTP 1 & 3 Wellfield Expansion Phase 11 City of Clearwater Project #: 07-0037-UT McKim & Creed Project A 0992-0190 Section IVa Supplementary Technical Specifications IVa-7 The following divisions are included as part of supplemental technical specifications. DIVISION I - GENERAL REQUIREMENTS 01010 Project Requirements 01015 Control of Work ............................ 01040 Coordination ................................. 01045 Cutting and Patching ..................... 01.050 Field Engineering ...............:.......... 01300 Submittals ..................................... 01500 Temporary Facilities ..................... 01505 Mobilization .................................. 01630 Measurement and Payment........... 01640 Quality Control ............................. 01650 Testing Laboratory Services ......... 01670 Substitutions and Product Options 01700 Contract Closeout ......................... DIVISION 2 - SITE WORK 02010 Subsurface Investigation 02050 Demolition ..................................... 02070 Boring and Jacking ........................ 02071 Directional Drilling ........................ 02210 Excavation and Trenching ............. 02220 Topsoiling and Finished Grading.. DIVISION 9 - FINISHES ----------------------------------------------------01010-1-14 ----------------------------------------------------01015-1-3 ................................. ........ ........... 01.040-1 -1 ----------------------------------------------------01045-1 - 2 ..................................... .............. 01050-1 - 2 ................... ............. .... .............01300-1 - 9 --------------- ------------------------------------015001 - 3 .................................................... 01.505-1 -2 ........................................ ...........01630-1 - 11 ............... ....................................01.6401 - 2 ----------------------------------------------------01.650-1 -3 ................... ................................. 01670-1 - 4 --------------- ------------------------------------01700-1 -2 .............................................. 0201.0-1-1 ............. ...1............................. 02050-1 - 3 ------------- --------------------------------02070-1 - 5 ..............................................02071-1 -6 --------------------------- ---------- -------02210-1-10 ..............................................022201 - 2 09900 Painting and Coatings ............................................. DIVISION 15 -- MECHANICAL 15062 Ductile Iron Pipe and Fittings ................................. 15063 PVC Pipe with Couplings for Directional Drilling. 15065 High Density Polyethylene (HDPE) Pipe ............... 15066 Tracer Wire and Alarming Tape ............................. 15068 Fusible PVC Pipe.......... ........ - ...... ....................... 15100 Valves and Appurtenances 15120 Flushing, Pigging & Chlorination ........................... 09900-1 - 7 ................................ 15062-1 - 7 ........--- ...................15063.1 - 6 --------------------------------15065-1-9 --------------------------------15066-1 - 2 ................................ 15068-1 - 11. ---------------------- ------ 1.51.00-1 - 6 ----------------------------1.5120-1 -- 4 END OF SUPPLEMENTARY TECHNICAL SPECIFICATIONS WTP 1 & 3 Wellfleld Expansion Phase ll City of Clearwater Project #. 07-0037-UT McKim & Creed Project A 0992-0190 Section lVa Supplementary Technical Specifications lVa-8 t SECTION 01010 - PROJECT REQUIREMENTS 1.1 SCOPE OF WORK A. The Work to be performed under these Contract Documents includes, but is not limited to, the following improvements: 1. See Section IV, Article 1. B. Disposal of Groundwater 1. Discharge of waste raw groundwater shall be to a drainage feature approved by the Project Representative. Contractor shall obtain a temporary discharge permit [Rule 62-621.300(2)] from the Florida Department of Environmental Protection. C. Specifications: See the appropriate Technical Sections of these Specifications for detailed information on materials, equipment, and installation. The Specifications and Drawings are an integrated part of the Contract documents and as such will not stand alone if used independently as individual Sections, or Drawing sheets. D. Omission of a specific item or component part of a system obviously necessary for the proper functioning of the system shall not relieve the Contractor of the responsibility of furnishing the item as part of the work at no additional cost to the Owner. E. Measurement and Payment: See Section 01630 for measurement and payment items. F. Record Drawings: Record Drawings shall be submitted to the Project Representative following the Contractor completing the work (including pressure testing and restoration) for each section of the Work. Record Drawings shall be "redlined" over original construction drawings supplied to the Contractor for this purpose. Final Record Drawings are to be submitted to the Project Representative within 10 working days of substantial completion and prior to acceptance of final pay request. The Record Drawings shall be available for inspection by the Project Representative at all times during the progress of the Project. The Record Drawings shall be reviewed by the Project Representative for accuracy and compliance with the requirements of "As-Built Drawings" outlined in Article 6.11.2 "As-Built Drawings" in Section III of the General Conditions prior to submittal of the monthly pay requests. The pay requests shall be rejected if the marked-up original construction drawings do not conform to the "Record Drawings" requirements. 0. Video of Work Areas: Videos of all work areas in the Contract shall be made by the Contractor prior to the start of construction. See Section IV, Article 37 - Audio/Video Tape of Work Areas. H. See Section IV, Article 38 - Erosion and Siltation Control. WTP 1 & 3 Wellfield Expansion Phase 11 Section IVa City of Clearwater Project #. 07-0037-UT Project Requirements McKim & Creed Project #. 0992-0190 01010-1 Restoration The restoration of driveways, sidewalks and landscapes is very important to public utility personnel and the residents adjacent to the project work areas. The Contractor is required to begin restoration in a timely manner. Restoration time limits shall be in accordance with Section III Article 6.52. Contractor shall, at all times, keep the premises free of accumulated waste materials, rubbish and other debris caused by his work. 2. 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. J. OSHA Regulations: The Contractor must be aware of and adhere to the OSHA regulations regarding all trenching operations. K. Staging Areas: The Contractor is responsible for finding staging areas to perform the work in the Contract. The Contractor shall coordinate with the City of Clearwater personnel to locate staging areas and shall obtain prior written permission for the use of any staging area. L. Overtime Work. The Contractor is encouraged to perform all work which may require immediate inspection during City Inspector's normal working hours of 7:30 a.m. to 3:30 p.m. The Contractor will be allowed to work overtime on work requiring immediate inspection as long as the Contractor pays the Owner for the hourly overtime rate for the Inspector. The Contractor may perform work which does not require immediate inspection at his discretion with the approval of the Owner's Project Representative. M. 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 Project Representative. Should damage occur to public or private property, the Contractor shall restore such property, at his expense, to a condition equal to or better than the existing state before such damage occurred. N. Provide Tree Barricades, Root Pruning and Tree Pruning where required in accordance with Section IV Article 62 of these technical specifications. 0. The Contractor is responsible for pressure tests of all piping with inspection by the Owner's Project Representative in conformance with the Technical Specifications. The Contractor shall notify the Owner at least 48 hours in advance of any pressure test. P. Disinfection: The Contractor is responsible for disinfection of the raw water pipelines, which shall be treated in the same manner as potable water pipelines. Construction shall be performed such that subsequent phases cannot contaminate disinfected phases. Raw water pipelines shall be bacterialogically sampled, tested and cleared by the FDBP prior to being placed into service. Pipe, valves, and fittings installed or relocated during improvements shall be disinfected in accordance with Section 15120, Paragraph 3.1. Prior to WTP 1 & 3 Wel/field Expansion Phase 9 Section IVa City of Clearwater Project #. 07-0037-UT Project Requirements McKim & Creed Project #. 0992-0190 01010-2 disinfection of pipe, valves and fittings, the section of raw water main between the bypass outlet and the next isolation valve downstream will be back flushed. The bypass outlet will be the discharge location. Q. The Contractor is responsible for pigging of raw water mains and distribution pipes prior to disinfection and placement into service. Pigging shall be performed in conformance with the technical specifications. R. Permits: The Owner's Representative shall obtain approval of plans and specifications from the FDEP for the construction of the raw water transmission main systems and appurtenances. The FDEP construction permit must be received by the Owner before the Contractor can begin construction on the raw water transmission piping installation. The City has obtained, or will obtain, the appropriate permits from the Pinellas County Public Works Department, the State of Florida Department of Transportation, and CSX Transportation. These permits are required prior to the commencement of any work within the areas of jurisdiction. 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. It shall be the responsibility of the Contractor to verify the existence of all necessary licenses and permits prior to the start of work. The Contractor is responsible for obtaining and paying for any licenses, or any construction permits from the City of Clearwater's Building Department and FDEP temporary permits for disposal of groundwater from dewatering activities. The Contractor shall provide time in the construction schedule for obtaining these permits. The Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the work, which are applicable at the time of the opening of the bids. The Contractor shall pay all charges of utility service companies for the connections to the work, and the City shall pay all charges of such companies for capital costs related thereto, unless noted otherwise. Fees for City of Clearwater building permits and impact fees will be waived. S. Payment for Completed Pipe Installation: No payment will be made for installed raw water lines until they have successfully passed pressure testing. Payment will also be withheld for any pipe installed that is not in compliance with the restoration schedule in this Section. T. Maintenance of Operation: The Contractor shall work closely with the City Utility Staff to minimize the impact on current water production operations. U. Connections to Existing Pipelines: Connections to existing raw water pipelines shall be accomplished in as short a time as possible in order to provide existing raw water service with minimal interruption. 1.2 SEQUENCE OF WORK A. The intent of this section is to provide the Phase II Contractor with the understanding that the sequence of work preformed in Phase II will be determined by successful completion of Phase I components and the Phase II Contractor shall have the flexibility to adjust his/her schedule accordingly. Installation of raw water transmission mains shall be accomplished as soon as possible after each well in Phase I is drilled and tested (by others). It shall be the WTP 1 & 3 Wellfield Expansion Phase 11 Section IVa City of Clearwater Project #: 07-0037-UT Project Requirements McKim & Creed Project #: 0992-0190 01010-3 t I responsibility of the Phase 11 Contractor to coordinate with the Phase I Contractor to verify well completion schedule, and schedule installation of the raw water mains accordingly. B. The contract duration is based on the Phase II Contractor providing 2 horizontal directional drilling rigs and associated crews, and an open cut pipe installation crew. As such, it is anticipated the Contractor shall provide a minimum of three (3) work crews to be working on various portions of the contract at the same time in order follow work competed in Phase I in a timely manner. Should more or less crews be required to complete the installation of the raw water mains in conjunction with the completion of the well installation, the Phase II Contractor shall adjust his/her work force accordingly. C. Work Sequence Wellfield No. 1 & 3 Sequence of Work a) The sequence of work by location listed below follows the anticipated sequence of work of Phase I, but shall be ultimately determined by successful completion of Phase I components. 1) Raw water main along Logan St, Belcher Rd and Lagoon Circle (see b below). 2) Raw water main along Keene Rd. 3) Raw water main along Ridge Rd and Walnut St (east of Glenwood Dr). 4) Raw water main along Glenwood Dr (from Walnut St to approximately 100 ft south of Cleveland St) and along Cleveland St. 5) Raw water main along Cleveland St. (east of Glenwood Dr.) 6) Raw water main along Glenwood Dr (south of Cleveland St) and Turner St. 7) Raw water main along Walnut St (west of Glenwood Dr), Highland Ave (south of Palmetto St), Palmetto St, and Palm Terrace, Pine Brook Dr, N Highland Ave (north of Palmetto St), Overlea St, Carlos Ave, Fairmont St, through Kings Highway Elementary School, and along Weston Dr. (see c below). 8) Raw water main along Haverhill Dr, Winding Wood Dr, Countryside Blvd, Sabal Spring Dr, and at Countryside Recreation Center. 9) Raw water main along Enterprise Rd, Landmark Dr, and Eastland Blvd. 10) Raw water main along Palmetto St (east of N Hercules Ave), Kapp Dr, Range Rd, and Sunshine Dr right-of-way. b) The fire station at the intersection of Belcher Rd and Logan St. is currently undergoing renovation and is anticipated to be completed by December 31, 2009. The raw water main under the entrance to the fire station shall be completed prior to this date. C) Work within the Kings Highway Elementary School property shall be completed during school breaks, including winter break, spring break or summer break. Contractor shall verify the dates by WTP 1 & 3 Wellfield Expansion Phase 11 City of Clearwater Project #: 07-0037-UT McKim & Creed Project #: 09920190 Section lVa Project Requirements 010704 I L I t visiting the Pinellas County School Calendar at http://www.pcsb.org/infosvcs/. Also see Section IVa 01040- Coordination for information regarding the requirements of the Jessica Lunsford Act for personnel working on Pinellas County School property. 2. The Contractor shall be responsible for preparing and submitting a construction schedule and plan for the review and approval of the Engineers and City. 3. The Contractor shall not be entitled to any claim for delay resulting from the completion of the well construction under Phase 1. 4. The Owner reserves the right to eliminate any portion of the raw water main work due to unsuccessful completion of an associated well at no additional cost to the Owner. 5. Work on any leg of the raw water main project shall not commence until successful completion of the associated well and written direction from the Owner or its representative. Any delay caused by Phase I work shall not be subject to a delay claim by the Contractor or his subcontractors. 1.3 QUALITY ASSURANCE A. Laws and Regulations: The Contractor shall give all notices and comply with all laws, ordinances, rules and regulations applicable to the work. If the Contractor observes that the Specifications or Drawings are at variance therewith, the Contractor shall give the Engineer prompt written notice thereof, and any necessary changes shall be adjusted by an appropriate modification. If the Contractor performs any work knowing or having reason to know that it is contrary to such laws, ordinances, rules and regulations, and without such notice to Engineer, the Contractor shall bear all costs arising there from; however, it shall. not be the Contractor's primary responsibility to make certain that the Specfications and Drawings are in accordance with such laws, ordinances, rules and regulations. 1.4 JOB CONDITIONS A. Taxes: The Contractor shall pay all sales, consumer, use and other similar taxes required to be paid by him in accordance with the law of the place of the project. B. Labor, Materials and Equipment: 1. The Contractor shall provide competent, suitably qualified personnel to survey and layout the work and perform construction as required by the Contract Documents. The Contractor shall at all times maintain good discipline and order at the site. Except in connection with the safety or protection of persons or the work or property at the site or adjacent thereto, and except as otherwise indicated in the Supplementary General Conditions, all work at the site shall be performed during regular working hours, and the Contractor will not permit overtime work or the WTP 1 & 3 Wellfield Expansion Phase Il Section IVa City of Clearwater Project #. 07-0037-UT Project Requirements McKim & Creed Project #: 0992-0190 01010-5 performance of the work on Saturday, Sunday or any legal holiday without the City's written consent given after prior written notice to the Engineer. 2. Unless otherwise shown, the Contractor shall furnish all materials, equipment, labor transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water and sanitary facilities and all other facilities and incidentals necessary for the execution, testing, initial operation and completion of the work. 3. The Contractor shall be responsible for all materials furnished by him and shall replace at his own expense all such material found to be defective in manufacture or damaged in handling. This shall include the furnishing of all materials and labor required for the replacement of installed material discovered defective prior to the final acceptance of the work. C. Resisting Hydrostatic Uplifts: The Contractor shall be responsible for protecting structures and facilities from damage due to hydrostatic uplift from high water levels. D. Contractor Use of Premises: 1. The Contractor shall confine construction equipment, the storage of materials and equipment and the operations of workmen to areas permitted by law, ordinances, permits or the requirements of the Contract Documents, and shall not unreasonably encumber the premises with construction equipment or other materials or equipment. 2. The Contractor shall not enter upon private property for any purpose without first securing the permission of the property owner in writing and furnishing the Engineer with a copy of said permission. This requirement will be strictly enforced, particularly with regard to such vacant properties as may be utilized for materials storage. 3. The Contractor shall conduct his work in such a manner as to avoid damage to adjacent private or. public property. Any damage to existing structures or work of any kind, including permanent reference markers or property corner markers, or the interruption of a utility service, shall be repaired or restored promptly at no additional expense to the City. 4. The Contractor shall preserve and protect all existing vegetation such as trees, shrubs and grass on or adjacent to the site which do not reasonably interfere with the construction, as determined by the Project Representative. The Contractor will be responsible for all unauthorized cutting or damaging of trees and shrubs, including damage due to careless operation of equipment, stockpiling of materials or tracking or grass by equipment. The Contractor will be liable for, or will be required to replace or restore at no additional expense to the City, all vegetation not protected or preserved as required herein the may be destroyed or damaged. WTP 1 & 3 Wellfield Expansion Phase ll Section lVa City of Clearwater Project #: 07-0037-UT Project Requirements McKim & Creed Project #: 0992-0190 01010-6 1 I 5. The Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall the Contractor subject any part of the work or adjacent property to stresses or pressures that will endanger it. 6. During the progress of the work, the 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, the 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, and shall leave the site clean and ready for occupancy by the Owner. The Contractor shall restore to their original condition those portions of the site not designated for alteration by the Contract Documents. 1.5 OCCUPANCY A. Resident Occupancy: Ali 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 storm water) shall be maintained in operating condition throughout construction. The Contractor shall minimize the disruption of utility service to individual customers. Temporary facilities shall be furnished and installed prior to the known interruption of existing utilities. Any damages to existing utilities shall be immediately isolated and repaired to the satisfaction of the City. C. Maintenance of Raw Water System The existing wells and raw water main system shall be maintained in operation during the duration of the contract with individual wells being out of service for the minimum time necessary to complete the work required. 2. The Owner will furnish operating personnel, but it will be the Contractor's responsibility to schedule his operations, in conference and with the approval of the designated representative of the Owner and the Engineer, so that a sufficient degree of service is maintained. 3. Any fines or judgments levied against the Owner as a result of the actions taken by the Contractor, or lack thereof, shall become the responsibility of the Contractor. D. Owner Occupancy: The Owner reserves the right to operate and maintain any of the new raw water transmission mains after they are completed and before the Contract closeout. 1.6 OWNER - FURNISHED ITEMS A. The Contractor's responsibility for material furnished by the Owner shall begin at the point of its delivery to the Contractor. Materials already on the site shall WTP 1 & 3 Wellfield Expansion Phase 11 Section Iva City of Clearwater Project #: 07-0037-UT Project Requirements McKim & Creed Project #: 0992-0190 01010-7 become the Contractor's responsibility on the day of the execution of the contract. The Contractor shall examine all materials furnished by the Owner at the time and place of delivery to him and shall call any defective material to the attention of the Owner. Any materials furnished by the Owner and installed by the Contractor without discovery of such defects will, if found defective prior to final acceptance of the work, be replaced with sound materials by the Owner. The Contractor, however, shall, at his own expense, furnish all supplies, labor, and facilities necessary to remove said defective materials and install the sound material in a manner satisfactory to the Engineer. B. All materials furnished by the Contractor shall be delivered and distributed at the site by the Contractor. Materials furnished by the Owner shall be picked up by the Contractor at the Owner's storage yard, hauled to and distributed at the site. 1.7 OFF-SITE STORAGE A. Off-site storage arrangements shall be acceptable to City for all materials and equipment not incorporated into the work. Such off-site storage arrangements shall be presented in writing, and shall afford adequate and satisfactory security and protection. Off-site storage facilities shall be accessible to the Project Representative. 1.8 EQUIVALENT MATERIALS AND EQUIPMENT A. Whenever a material or article is specified or described by using the name of a proprietary product or the name of a particular manufacturer or vendor, the specified item mentioned shall be understood as establishing the type, function, and quality desired. Other manufacturers' products may be accepted provided sufficient information is submitted to allow Engineer to determine that the products proposed are equivalent to those named. Such items shall be submitted for review by the procedure set forth in the submittal section. M B. Requests for review of equivalency will not be accepted from anyone except the Contractor, and such requests will not be considered until after the contract has been awarded and must be approved by the Engineer and the City. 1.9 PREPARATION FOR SHIPMENT A. All materials shall be suitably packaged to facilitate handling and protect against damage during transit and storage. Painted surfaces shall be protected against impact, abrasion, discoloration, and other damage. All painted surfaces which are damaged prior to acceptance of equipment shall be repainted to the satisfaction of Engineer. B. Each item, package, or bundle of material shall be tagged or marked as identified in the delivery schedule or on the Shop Drawings. Complete packing lists and bills of material shall be included with each shipment. 1.10 EASEMENTS AND RIGHTS-OF-WAY A. The easements and rights-of-way for the work will be provided by City. Contractor shall confine his construction operations within the limits indicated on WTP 1 & 3 Wel/field Expansion Phase H City of Clearwater Project #= 07-0037-UT McKim & Creed Project #. 0992-0190 Section lVa Project Requirements 01010-8 I the drawings, and shall use due care in placing construction tools, equipment, excavated materials, and pipeline materials and supplies, so as to cause the least possible damage to property and interference with traffic. B. Work Within Highway Rights-of-Way. All work performed and all operations of the Contractor, his employees or Subcontractors, within the limits of highway rights-of-way, shall be in conformity with the requirements and be under the control (through City) of the highway authority owning, or having jurisdiction over and control of, the right-of-way in each case. 1.11 NOTICES TO OWNERS AND AUTHORITIES A. Contractor shall, as provided in Section IV, Article 52.2, notify owners and businesses of adjacent property when prosecution of the Work may affect them. B. When it is necessary to temporarily deny access by owners or tenants to their property, or when any utility service connection must be interrupted, Contractor shall give notices sufficiently in advance to enable the affected persons to provide for their needs. Notices will conform to any applicable local ordinance and, whether delivered orally or in writing, will include appropriate information concerning the interruption and instructions on how to limit their inconvenience. C. Utilities and other concerned agencies shall be contacted at least 48 hours prior to cutting streets or other traffic areas or excavating near underground utilities or pole lines. 1.12 LINES AND GRADES A. See Section IV, Article 2.1 - Line and Grade, Shall Be Performed By the Contractor. 1.13 UNFAVORABLE CONSTRUCTION CONDITIONS A. During unfavorable weather, wet ground, or other unsuitable construction conditions, the Contractor shall confine his operations to work which will not be affected adversely by such conditions. No portion of the Work shall be constructed under conditions which would adversely affect the quality or efficiency thereof, unless special means or precautions are taken by Contractor to perform the work in a proper and satisfactory manner. 1.14 CONNECTIONS TO EXISTING FACILITIES A. Unless otherwise specified or indicated, Contractor shall make all necessary connections to existing facilities including structures and utilities such as water, sewer, and electric. In each case, Contractor shall receive permission from the owner or the owning utility prior to undertaking connections. Contractor shall protect facilities against deleterious substances and damage. The Owner shall witness all connections to existing water mains, sanitary and storm water facilities. I B. Connections to existing facilities which are in service shall be thoroughly planned in advance, and all required equipment, materials and labor shall be on hand at WTP 1 & 3 Wellfield Expansion Phase 11 Section lVa City of Clearwater Project #. 07-0037-UT Project Requirements McKim & Creed Project #. 0992-0190 01010-9 the time of undertaking the connections. Work shall proceed continuously (around the clock) if necessary to complete connections in the minimum time. Operation of valves or other appurtenances on existing utilities, when required, shall be by or under the direct supervision of the owning utility. 1.15 CUTTING AND PATCHING A. See Section 01045 - Cutting and Patching. 1.16 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. Construction material shall be neatly stacked by Contractor when not in use. Contractor shall promptly remove splattered concrete, asphalt, oil, paint, hydraulic fluids, corrosive liquids and cleaning solutions from surfaces to prevent marring or other damage. C. Contractor shall provide adequate trash receptacles about the site, and shall promptly empty the containers when filled. D. Volatile wastes shall be properly stored in covered metal containers and removed daily. E. 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. F. Adequate cleanup will be a condition for recommendation of progress payment applications. Owner shall reserve the right to limit the movement of construction crews when an area is not acceptably cleaned. 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 1.17 APPLICABLE CODES A. References in the Contract Documents to local codes mean the Florida Building Code. B. Other standard codes which apply to the Work are designated in the specifications. 1.18 REFERENCE STANDARDS A. Reference to the standards of any technical society, organization, or associate, or to codes of local or state authorities, shall mean the latest standard, code, specification, or tentative standard adopted and published at the date of receipt of bids, unless specifically stated otherwise. 1.19 ABBREVIATIONS AND SYMBOLS WTP 1 & 3 Wellfield Expansion Phase 11 Section iVa City of Clearwater Project A 07-0037-UT Project Requirements McKim & Creed Project A 0992-0190 01010-10 1 A. Abbreviations used in the Contract Documents are defined as follows: AA Aluminum Association, Inc. AAMA Architectural Aluminum Manufacturers' Association AASHTO American Association of State Highway and Transportation Officials ACI American Concrete Institute AISI American Iron and Steel Institute AMA Acoustical Materials Association AMCA Air Moving and Conditioning Association, Inc. ANSI American National Standards Institute APA American Plywood Association ASAE American Society of Agricultural Engineers ASCE American Society of Civil Engineers ASHRAE American Society of Heating Refrigerating and Air Conditioning ASME American Society of Mechanical Engineers ASSE American Society of Sanitary Engineering ASTM American Society for Testing and Materials AWG American Wire Gauge AWMA Aluminum Window Manufacturer's Association AWS American Welding Society AWWA American Water Works Association CFR Code of Federal Regulations CISPI Cast Iron Soil Pipe Institute CRSI Concrete Reinforcing Steel Institute CS Commercial Standards and National Bureau of Standards DEP Department of Environmental Protection (Florida) DOT Department of Transportation (Florida) EPA Environmental Protection Agency FAC Florida Administrative Code FBC Florida Building Code FFPC Florida Fire Prevention Code FGC Florida Gas Code FMC Florida Mechanical Code FPC Florida Plumbing Code FedSpec Federal Specifications HI Standards of Hydraulic Institute IBBM Iron Body, Bronzed Mounted IEEE Institute of Electrical and Electronics Engineers IPS Iron Pipe Size MIL Military Specification NAAMM National Association of Architectural Metal Manufacturers NBFU National Board of Fire Underwriters NEC National Electrical Code NEMA National Electrical Manufacturers Association NFPA National Fire Protection Association NPT National Pipe Thread NWMA National Woodwork Manufacturers' Association PCA Portland Cement Association PCI Prestressed Concrete Institute WTP 1 & 3 Wellfield Expansion Phase 11 City of Clearwater Project #. 07-0037-UT McKim & Creed Project #: 0992-0190 Section IVa Project Requirements 01010-11 SDI Steel Door Institute SJI Steel Joist Institute SMACCNA Sheet Metal and Air Conditioning Contractors' National Association SPIB Southern Pine Inspection Bureau SSPC Steel Structures Painting Council TCA Title Council of America UL Underwriters' Laboratories 1.20 PRECONSTRUCTION CONFERENCE A. See Section III, Article 2.5 - Preconstruction Conference 1.21 PROGRESS MEETINGS A. See Section III, Article 2.6 - Progress Meetings. 1.22 SITE ADMINISTRATION A. Contractor shall be responsible for all areas of the site used by him, and all Subcontractors in the performance of the Work. He will exert full control over the actions of all employees and other persons with respect to the use and preservation of property and existing facilities, except such controls as may be specifically reserved to Owner or others. Contractor has the right to exclude from the site all persons who have no purpose related to the Work or its inspection, and may require all persons on the site (except Owner's employees) to observe the same regulations as he requires of his employees. 1.23 TRAFFIC CONTROL A. See Section IV, Article 44 - Work Zone Traffic Control. 1.24 PAGER/CELLULAR PHONE A. The Contractor shall provide a pager and a Cellular Phone for his Superintendent and/or foremen to carry during construction. The pager and Cellular Phone shall be carried by a designated Contractor's representative 24 hours per day. The pager and Cellular Phone telephone numbers shall be given to the Project Representative. 1.25 CITY'S REPRESENTATIVE A. The City's Representative for this Project will be announced at the Preconstruction Conference. It there are any questions during the Bidding phase, please contact the below company. I McKim & Creed, P.A. 1365 Hamlet Avenue Clearwater, FL 33756 Telephone: (727) 442-7196 Fax: (727) 461-3827 WTP 1 & 3 Wellfield Expansion Phase 11 Section lVaI City of Clearwater Project A 07-0037-UT Project Requirements McKim & Creed Project #. 0992-0190 01010-12 l 1.26 NOISE LEVELS A. Sound levels measured by the City personnel shall not exceed 65 dBA 6PM to 7AM or 80 dBA 7AM to 6PM. This sound level to be measured at the property line of the nearest residence. Sound levels in excess of these values are sufficient cause to have the work halted until equipment can be quieted to these levels. Work stoppage by the City for excessive noise shall not relieve the Contractor of the other portions of this specification including, but not limited to contract time and contract price. B. If mufflers cannot achieve the necessary noise reduction, noise abatement shall be accomplished by the Contractor's installation of baffles (or other acceptable means) positioned to break line-of-sight from the noise source to affected residences and/or commercial structures. Minimum noise abatement measures shall consist of equipping all engines with hospital grade mufflers or silencers. 1.27 HURRICANE PREPARATION PLAN A. 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. B. 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. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTION WTP 1 & 3 Wellfield Expansion Phase 11 City of Clearwater Project #. 07-0037-UT McKim & Creed Project #. 0992-0190 Section lVa Project Requirements 01010-13 7 SECTION 01015 - CONTROL OF WORK PART 1-GENERAL 1.1 WORK PROGRESS A. The Contractor shall furnish personnel and equipment which will be efficient, appropriate and adequately sized to secure a satisfactory quality of work and a rate of progress which will insure the completion of the work within the time stipulated in the Proposal. If at any time such personnel appears to the Owner or Engineer to be inefficient, inappropriate, or insufficient for securing the quality of work required for producing the rate of progress aforesaid, he may order the Contractor to increase the efficiency, change the character, or increase the personnel and equipment and the Contractor shall conform to such order. Failure of the Owner or Engineer to give such order shall in no way relieve the Contractor of his obligations to secure the quality of the work and rate of progress required. 1.2 PRIVATE LAND A. The Contractor shall not enter or occupy private land, except by permission of the property owner. 1.3 WORK LOCATIONS A. Work shall be located substantially as indicated on the drawings, but the Engineer reserves the right to make such modifications in locations as may be found desirable to avoid interference with existing structures or for other reasons. 1.4 OPEN EXCAVATIONS A. All open excavations shall be adequately safeguarded by providing temporary barricades and other means to prevent accidents to persons and damage to property. 1.5 TEST PITS A. Test pits for the purpose of locating underground pipeline or structures in advance of the construction shall be excavated and back-filled by the Contractor at the direction of the Owner. Test pits shall be backfilled immediately after their purpose has been satisfied and the surface restored and maintained in a manner satisfactory to the Engineer. No separate payment will be made. 1.6 CARE AND PROTECTION OF PROPERTY A. The Contractor shall be responsible for the preservation of all public and private property and shall use every precaution necessary to prevent damage thereto. If any direct or indirect damage is done to public or private property by or on account of any act, omission, neglect, or misconduct in the execution of the work on the part of the Contractor, such property shall be restored by the Contractor, at his expense, to a condition equal or better to that existing before the damage WTP 1 & 3 Wellfield Expansion Phase 11 City of Clearwater Project #. 07-0037-UT McKim & Creed Project #. 0992-0190 Section 1Va Control of Work 01015-1 was done, or he shall make good the damage in another manner acceptable to the Owner. B. The protection, removal and replacement of existing physical features within the work area shall be a part of the work under the Contract and all costs in connection therewith shall be included in the unit and/or lump sum prices established under the items in the Proposal. 1.7 WATER FOR CONSTRUCTION PURPOSES A. In locations where public water supply is available, the Contractor may purchase water for all construction purposes. B. The express approval of the Public Utilities Department for potable water utilization shall be obtained in writing. Hydrants shall only be operated under the supervision of Public Utilities Department personnel. All potable water usage shall be measured using a Public Utilities Department hydrant meter. C. The Contractor shall be responsible for paying all water fees incurred for the purpose of obtaining a potable water service or hydrant meter. 1.8 MAINTENANCE OF FLOW A. The Contractor shall at his own cost, provide for the flow of sewers, drains and water courses interrupted during the progress of the work and shall immediately cart away and remove all offensive matter. The entire procedure of maintaining existing flow shall be fully discussed with the Engineer and Owner two weeks prior to the interruption of any flow. 1.9 CLEANUP A. During the course of the work, the Contractor shall keep the site of his operations in as clean and neat a condition as is possible. He shall dispose of all residue resulting from the construction work and at the conclusion of the work, he shall remove and haul away any surplus excavation, broken pavement, lumber, equipment, temporary structures and any other refuse remaining from the construction operations and shall leave the entire site of the work in a neat and orderly condition. 1.10 COOPERATION WITHIN THIS CONTRACT A. All firms or person authorized to perform any work under this Contract shall cooperate with the General Contractor and his subcontractors or trades and shall assist in incorporating the work of other trades where necessary or required. B. Cutting and patching, drilling and fitting shall be carried out where required by the trade or subcontractor having jurisdiction, unless otherwise indicated herein or directed by the Engineer. WTP 1 & 3 Wellfield Expansion Phase If City of Clearwater Project #. 07-0037-UT McKim & Creed Project #: 0992-0190 Section Iva Control of Work 01015-2 II 1.1 1.11 PROTECTION OF CONSTRUCTION AND EQUIPMENT A. All newly constructed work shall be carefully protected from injury in any way. No wheeling or walking or placing of heavy loads on it shall be allowed and all portions injured shall be reconstructed by the Contractor at his own expense. B. All structures shall be protected in a manner approved by the Owner and Engineer. Should any of the structure's base or other parts of the structures become heaved, cracked, or otherwise damaged, all such damaged portions of the work shall be completely repaired and made good by the Contractor, at his own expense and to the satisfaction of the Owner. If, in the final inspection of the work, any defects, faults, or omissions are found, the Contractor shall cause the same to be repaired or removed and replaced by proper materials and workmanship without extra compensation for the materials and labor required. Further, the Contractor shall be fully responsible for the satisfactory maintenance and repair of the construction and other work undertaken herein, for at least the guarantee period described in the Contract. C. Further, the Contractor shall take all necessary precautions to prevent damage to any structure due to water pressure during and after construction and until such structure is accepted and taken over by the Owner. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTION WTP 1 & 3 Wellfield Expansion Phase 11 City of Clearwater Project #. 07-0037-UT McKim & Creed Project #. 0992-0190 Section lVa Control of Work 01015-3 1 1 SECTION 01040 - COORDINATION PART 1 -- GENERAL 1.1 PROJECT COORDINATION A. The Contractor shall provide for the complete coordination of the construction efforts. This shall include, but not necessarily be limited to, coordination of the following: 1. The work of subcontractors. 2. The flow of material and equipment from suppliers. 3. The interrelated work with the Owner, SWFWMD and all utilities companies. 4. The effort of independent testing agencies. 5. The effort of inspection services. 6. Coordination of all testing efforts. 7. His work with the construction of the wells and associated discharge piping installed as part of Water Treatment Plants 1 and 3 Wellfie/d Expansion Phase I- Well Installation Project. See Section IVa 01010 Part 1.2. 8. Jessica Lunsford Act: The Contractor and his subcontractors that will be working on Pinellas County School Property will be required to meet Level 2 screening requirements as described in § 1012.32 Florida Statues which involves fingerprinting followed by a statewide criminal and juvenile records check through the Florida Department of Law Enforcement (FDLE), and federal criminal records check through the Federal Bureau of Investigation. Level 2 screening may also include local criminal records checks through local law enforcement agencies. Visit http://www.pesb.org/ilahome.html for more information including screening appointments and costs. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTION WTP 1 & 3 Wel field Expansion Phase 11 City of Clearwater Project #. 07-0037-UT McKim & Creed Project #. 0992-0190 Section IVa Coordination 01040-1 SECTION 01045 - CUTTING AND PATCHING PART 1 -GENERAL 1.1 DESCRIPTION OF WORK A. This Section establishes general requirements pertaining to cutting (including excavating), fitting, and patching of the Work required to: B. Make the several parts fit properly. C. Remove and replace Work not conforming to requirements of the Contract Documents. D. Rework existing items to provide for new construction. 1.2 DUALITY ASSURANCE A. Perform all cutting and patching in strict accordance with pertinent requirements of these Specifications and, in the event no such requirements are determined, in conformance with the Engineer's written direction. B. Codes and standards for work of this section shall be the same as for the pertinent sections of this specification. 1.3 SUBMITTALS A. Request for Engineer's Consent: 1. Prior to cutting which affects structural safety, submit written request to the Engineer for permission to proceed with cutting. 2. Should conditions of the Work, or schedule, indicate a required change of materials or methods for cutting and patching, so notify the Engineer and secure his written permission prior to proceeding. B. Notice to the Engineer: Submit written notice to the Engineer designating time the Work will be uncovered, to provide for the Engineer's observation. PART 2 - PRODUCTS 2.1 MATERIALS A. Materials used in the replacement of existing work and the construction of work in conjunction with cutting and patching shall be new unless prior approval from the Engineer has been obtained to re-use existing materials. WTP 1 & 3 Wellfield Expansion Phase H Section lVa City of Clearwater Project #. 07-0037-UT Cutting and Patching McKim & Creed Project #. 0992-0190 01045-1 2.2 FABRICATION A. The materials and methods used in the fabrication of items required under this section shall comply with the individual sections of this specification that have to do with new construction. PART 3 - EXECUTION 3.1 CONDITIONS A. Examination: 1. Examine existing conditions, including elements subject to movement or damage during cutting, excavating, backfilling, and patching. 2. After uncovering the Work, inspect conditions affecting installation of the new Work. B. Discrepancies: 1. If uncovered conditions are not as anticipated, immediately notify the Engineer and secure needed directions. 2. Do not proceed in areas of discrepancy until all such discrepancies have been fully resolved. 3.2 PREPARATION PRIOR TO CUTTING A. Provide all required protection including, but not necessarily limited to, shoring, bracing, and support to maintain structural integrity of the Work. 3.3 PERFORMANCE A. Perform all required excavating and backfilling as required under pertinent Sections of these Specifications. Perform cutting and demolition by methods which will prevent damage to other portions of the Work and will provide proper surfaces to receive installation of repair and new work. Perform fitting and adjustment of products to provide finished installation complying with the specified tolerances and finishes. END OF SECTION WTP 1 & 3 Wellfield Expansion Phase ll Section lVa City of Clearwater Project #. 07-0037-UT Cutting and Patching McKim & Creed Project #. 0992-0190 01045-2 SECTION 01050 - FIELD ENGINEERING PART 1 - GENERAL 1.1 DESCRIPTION OF WORK A. The Contractor shall provide and pay for field engineering services required for the project including the development of "As-Built Survey" discussed in the General Conditions. Such work shall include survey work to establish lines and levels and to locate and lay out site improvements, structures, easements, and controlling lines and levels required for the construction of the work. Also included are such Engineering services as are specified or required to execute the Contractor's construction methods. Engineers and Surveyors shall be licensed professionals under the laws of the state where the project is located. 1.2 GRADES, LINES AND LEVELS A. See Section IV Article 2.1 -- Line & Grade Shall Be Performed by the Contractor. B. 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 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 Florida registered Professional Surveyor and Mapper (PSM). 1.3 LAYOUT DATA A. 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. 1.4 EXISTING STRUCTURES A. The locations for existing underground piping and structures shown on the Drawings were taken from available records. The actual locations of the existing underground piping and structures may differ from that shown on the Drawings. B. The Drawings may not show existing underground electrical conduits, small piping, or other piping and structures. Prior to starting excavations for structures or the installation of underground piping, conduits, and other facilities the Contractor shall thoroughly examine the proposed locations and routes for possible conflict between the existing and new facilities. C. The Contractor shall excavate and expose all existing underground piping, conduit, or other structures which may conflict with the new facilities or other improvements. The locations, both horizontally and vertically, of all such existing facilities shall be shown on the record drawings. 1 WTP 1 & 3 Wellfield Expansion Phase H Section IVA City of Clearwater Project #: 07-0037-UT Field Engineering McKim & Creed Project #., 0992-0190 01050-1 D. After completion of the subsurface investigations the Contractor shall notify the Project Representative of any possible conflicts between the existing and new facilities. The Contractor, Project Representative, and Engineer will then confer and resolve the potential conflicts prior to the start of the installation of the new facilities. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTION WTP 1 & 3 Wellfield Expansion Phase H Section /Va City of Clearwater Project #: 07-0037-UT Field Engineering McKim & Creed Project #; 0992-0190 01050-2 SECTION 01300 - SUBMITTALS PART 1 - GENERAL 1.1 CONSTRUCTION SCHEDULE A. Before Work is started, Contractor shall submit to Engineer for review a schedule of the proposed construction operations. The construction schedule shall indicate the sequence of the Work, the time of starting and completion of each part, and the installation date for each major item of equipment, and the time for making connections to existing piping, structures, or facilities. B. With every pay request or at least every 30 days, the schedule shall be revised as necessary to reflect changes in the progress of the Work. A `two-week" look ahead schedule shall be submitted at each project meeting. C. Owner may require Contractor to add to his equipment, or construction forces, as well as increase the working hours, if operations fall behind schedule at any time during the construction period. 1.2 PROGRESS REPORTS A. A progress report shall be furnished to Engineer with each application for progress payment. If the Work falls behind schedule, Contractor shall submit additional progress reports at such intervals as Engineer may request. B. Each progress report shall include sufficient narrative to describe current and anticipated delaying factors, their effect on the construction schedule, and proposed corrective actions. Any Work reported complete, but which is not readily apparent to Engineer, must be substantiated with satisfactory evidence. C. Each progress report shall also include three prints of the accepted graphic schedule marked to indicate actual progress. 1.3 SCHEDULE OF VALUES A. After review of the tentative schedule at the pre-construction conference, and before submission of the first application for payment, Contractor shall prepare and submit to Engineer a schedule of values covering each lump sum item. The schedule of values, showing the value of each kind of work, shall be acceptable to Engineer before any application for payment is prepared. The Schedule of Values shall conform to the requirements of Section 01630, Measurement and Payment. B. The sum of the items listed in the schedule of values shall equal the contract price. Such items as Bond premium, temporary construction facilities, may be listed separately in the schedule of values, provided the amounts can be substantiated. Overhead and profit shall not be listed as separate items. C. An unbalanced schedule of values providing for overpayment of Contractor on items of Work which would be performed first will not be accepted. The schedule of values shall be revised and resubmitted until acceptable to Engineer. Final WTP 1 & 3 Wellfleld Expansion Phase H Section IVA City of Clearwater Project #: 07-0037-UT Submittals McKim & Creed Project #. 0992-0190 01300-1 I acceptance by Engineer shall indicate only consent to the schedule of values as a basis for preparation of applications for progress payments and shall not constitute an agreement as to the value of each indicated item. 1.4 SCHEDULE OF PAYMENT I A. Within thirty (30) days after award of Contract, Contractor shall furnish to Engineer a schedule of estimated monthly payments. The schedule shall be revised and resubmitted each time an application for payment varies more than 10 percent from the estimated payment schedule. 1.5 SURVEY DATA A. All field books, notes, and other data developed by the Contractor in performing surveys required as part of the Work shall be available to the Engineer for examination throughout the construction period. All such data shall be submitted to the Engineer with the other documentation required for final acceptance of the Work. ,. 1.6 SHOP DRAWINGS AND ENGINEERING DATA A. Engineering data covering all equipment and fabricated materials which will become a permanent part of the Work under this contract shall be submitted to Engineer, for review. These data shall include drawings and descriptive information in sufficient detail to show the kind, size, arrangement, and operation of component materials and devices; the external connections, anchorages, and supports required; performance characteristics; and dimensions needed for installation and correlation with other materials and equipment. 0 B. All submittals regardless of origin, shall be stamped with the approval of Contractor and identified with the name and number of this contract, Contractor's name, and references to applicable specification paragraphs and Contract Drawings. Each submittal shall indicate the intended use of the item in the Work. When catalog pages are submitted, applicable items shall be clearly identified. The current revision, issue number, and date shall be indicated on all drawings and other descriptive data. C. Contractor's stamp of approval is a representation to Owner and Engineer that Contractor accepts full responsibility for determining and verifying all quantities, dimensions, field construction criteria, materials, catalog numbers, and similar data, and that he has reviewed or coordinated each submittal with the requirements of the Work and the Contract Documents. D. All deviations from the Contract Documents shall be identified on each submittal and shall be tabulated in Contractor's letter of transmittal. Such submittals shall, as pertinent to the deviation, indicate essential details of all changes proposed by Contractor (including modifications to other facilities that may be a result of the deviation) and all required piping and wiring diagrams.I E. Contractor shall accept full responsibility for the completeness of each submission, and, in the case of a resubmission, shall verify that all exceptions previously noted by Engineer have been taken into account. In the event that more than one resubmission is required because of failure of Contractor to WTP 1 & 3 Wellfield Expansion Phase II City of Clearwater Project #: 07-0037-UT McKim & Creed Project #: 0992-0190 Section IVA Submittals 01300-2 ?II account for exceptions previously noted, Contractor shall reimburse Owner for the charges of Engineer for review of the additional resubmissions. F. Resubmittals shall be made within thirty (30) days of the date of the letter returning the material to be modified or corrected, unless within fourteen (14) days the Contractor submits an acceptable request for an extension of the stipulated time period, listing the reasons the resubmittal cannot be completed within that time. G. Any need for more than one resubmission, or any other delay in obtaining Engineer's review of submittals, will not entitle Contractor to extension of the Contract Time unless delay of the Work is directly caused by a change in the work authorized by a Change Order or by failure of Engineer to return any submittal within 21 days after its receipt in Engineer's office. H. The Contractor's letter of resubmittal shall list the date of his original submittal letter, the date of the Engineer's letter returning the submittal, and the dates of submission and return of any previous resubmittals. In addition, the Contractor shall reimburse the Engineer in the amount of $200.00 for review of the second resubmittal and each of any subsequent resubmittals. I. Engineer's review of drawings and data submitted by Contractor will cover only general conformity to the drawings and specifications, external connections, and dimensions which affect the layout. Engineer's review does not indicate a thorough review of all dimensions, quantities, and details of the material, equipment, device or item shown. Engineer's review of submittals shall not relieve Contractor from responsibility for errors, omissions, or deviations, nor responsibility for compliance with the Contract Documents. J. Eight (8) copies of each drawing and necessary data shall be submitted to Engineer. Engineer will not accept submittals from anyone but Contractor. Submittals shall be consecutively numbered in direct sequence of submittal and without division by subcontracts or trades. Resubmittals shall bear the number of the first submittal followed by a letter (A, B, etc.), to indicate the sequence of the resubmittal. K. When the drawings and data are returned marked NOT ACCEPTABLE or RETURNED FOR CORRECTION, the corrections shall be made as noted thereon and as instructed by Engineer and five corrected copies (or one corrected reproducible copy) resubmitted. L. When corrected copies are resubmitted, Contractor shall in writing direct specific attention to all revisions and shall list separately any revisions made other than those called for by Engineer on previous submissions. M. When the drawings and data are returned marked AMEND AND RESUBMIT or REJECTED, the corrections shall be made as noted thereon and as instructed by the Engineer and eight (8) corrected copies resubmitted. WTP 1 & 3 Wellfield Expansion Phase H Section iVa City of Clearwater Project #: 07.0037-UT Submittals McKim & Creed Project #: 0992-0190 01300-3 1.7 SCHEDULE A. The following is a minimum schedule of items of equipment and material for which submittal data must be provided: 1. Steel casing 2. Cement Grout 3. Casing spacers 4. Casing pipe 5, Ground Water Discharge Permit 6. Drilling Mud 7. Driller's Log 8. Hurricane Preparedness Plan 9. Horizontal Directional Drill Rigs and Equipment 10. Traffic Control Plan 11. HDD Spill prevention/ cleanup plan 12. Video Survey 13. Valves (Check, Gate, Ball, Butterfly) 14. Air Release Valves 15, Piping and Supports 16. Ductile Iron Pipe 17. PVC Pipe 18. Pipe Restraints 19, Tracer Wire and Locate Tape 20. Polyethylene Encasement 21. Ductile Iron Fittings 22. Valve Boxes 23, Concrete 24, Steel Reinforcing 25. Asphalt Pavement 26. Pipe Bedding 27. Paint 28. Sod 29. Demolition Plan 30. Gaskets 31. Disinfection Plans 32, Concrete Curb 33. Erosion Control Plan 34. HDPE Pipe 35. Fusible PVC Pipe B. Parts lists and installation, operating and maintenance instructions shall be furnished for other equipment not listed in the equipment schedule. 1.8 INSTALLATION MANUALS A, In addition to operation and maintenance manuals, the Contractor shall submit to the Owner's Representative three (3) copies of all installation manuals for each piece of equipment. This manual shall be submitted at the same time as the operation and maintenance manual. Installation of equipment shall not be performed until installation manuals are received. 1.9 MANUFACTURER'S REPRESENTATIVE A. Included in Bid shall be the cost of furnishing competent and experienced manufacturer's representatives who shall represent the manufacturer on products furnished, to assist the Contractor to install products in conformity with the Contract Documents. 1.10 WARRANTIES AND BONDS A. Provide duplicate, notarized copies. Execute Contractor's submittals and assemble documents executed by subcontractors, suppliers, and manufacturers. Provide table of contents and assemble in binder with durable plastic cover. WTP 1 & 3 Wel/field Expansion Phase 11 City of Clearwater Project #. 070037-UT McKim & Creed Project #. 0992-0190 Section lVa Submittals 01300-4 11 B. Submit material prior to final application for payment. For equipment put into use with Owner's permission during Construction, submit within 10 days after first operation. For items of Work delayed materially beyond Date of Substantial Completion, provide updated submittal within ten days after acceptance, listing date of acceptances as start of warranty period. 1.11 SPARE PARTS AND MAINTENANCE MATERIALS A. Provide products, spare parts, and maintenance materials in quantities specified in each section, in addition to that used for construction of work. Coordinate with Owner, deliver to project site and obtain receipt prior to final payment. 1.12 LAYOUT DATA A. Contractor shall keep neat and legible notes of measurements and calculations made by him in connection with the layout of the Work. Copies of such data shall be furnished to the Resident Project Representative for use in checking Contractor's layout as provided under Lines and Grades. All such data considered of value to Owner will be transmitted to Owner by Engineer with other records upon completion of the Work. 1.13 SUBMITTAL AND RFI LOGS t A. Contractor will be responsible for the preparation of Submittal and RFI Logs. These logs are due no later than two (2) weeks from the Preconstruction conference and are to be updated and brought to each Progress Meeting. The Submittal log should be a complete list of all proposed submittals required for the project. The RFI log will serve to ensure timely response to all Requests for Information. 1.14 SUBMITTALS FOR COLOR SELECTION A. The following is a list of items which must be submitted together for color selection. No single item on this list will be approved without the submittal of all other items. 1. Exterior package: Paint for aboveground piping, valves, valve box covers, etc. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTION WTP 1 & 3 Wellfield Expansion Phase 11 City of Clearwater Project #: 07-0037-UT McKim & Creed Project #: 0992-0190 Section lVa Submittals 01300-5 1 n, SECTION 01500 - TEMPORARY FACILITIES PART 1 - GENERAL 1.1 SANITARY FACILITIES A. Contractor shall furnish temporary sanitary facilities at the site, as provided herein, for the needs of all construction workers and others performing work or furnishing services on the Project. 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 persons. Contractor shall enforce the use of such sanitary facilities by all personnel at the site. 1.2 MAINTENANCE OF TRAFFIC A. See Section IV, Article 44 - Work Zone Traffic Control. 1.3 BARRICADES AND LIGHTS A. All streets, roads, highways, and other public thoroughfares which are closed to traffic shall be protected by effective barricades on which shall be placed acceptable warning signs. Barricades shall be located at the nearest intersecting public highway or street on each side of the blocked section. B. All open trenches and other excavations shall have suitable barricades, signs, and lights to provide adequate protection to the public. Obstructions such as material piles and equipment shall be provided with similar warning signs and lights. Contractor shall be responsible for public safety within the construction area. C. All barricades and obstructions shall be illuminated with warning lights from sunset to sunrise. Material storage and conduct of the Work on or alongside public streets and highways shall cause the minimum obstruction and inconvenience to the traveling public. All barricades, signs, lights and other protective devices shall be installed and maintained in conformity with applicable statutory requirements and, where within railroad and highway rights-of-way, as required by the authority having jurisdiction thereover. D. Open trenches and other excavations shall not be left open over weekends and holidays, or greater than one calendar day, except during adverse weather conditions. 1.4 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 WTP 1 & 3 Wellfield Expansion Phase ll Section lVa City of Clearwater Project #. 07-0037-UT Temporary Facilities McKim & Creed Project #. 0992-0190 01500-1 shrubs in yards and parkings, shall be restored to their original condition, whether within or outside the easement. All replacements shall be made with new materials. 1.5 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. 1.6 DUST CONTROL A. Contractor shall take reasonable measures to prevent unnecessary dust. Earth surfaces subject to dusting shall be kept moist with water or by application of a chemical dust suppressant. 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. 1.7 SWEEPING A. The Contractor shall sweep loose material from the pavement at the end of each workday. 1.8 POLLUTION CONTROL A. Contractor shall prevent the pollution of drains and watercourses by sanitary wastes, sediment, debris and other substances resulting from construction activities. No sanitary wastes will be permitted to enter any drain or watercourse other than sanitary sewers. No sediment, debris or other substance will be permitted to enter sanitary sewers and reasonable measures will be taken to prevent such materials form entering any drain or watercourse. 1.9 PROJECT SIGN A. See Section III Article 23 - Project Information Signs. 1.10 POTABLE WATER A. The Contractor shall apply to the City of Clearwater Water Department for a temporary hydrant meter connection if large amounts of potable water are needed during construction. The Contractor shall pay the Water Department all fees to provide the connection and water meter and to use the potable water. WTP 1 & 3 Wellfield Expansion Phase 11 City of Clearwater Project #. 07-0037-UT McKim & Creed Project #. 0992-0190 Section IVA Temporary Facilities 01500-2 fl 1 u PART 2 -- PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) t END OF SECTION WTP 1 & 3 Wellfield Expansion Phase lI Section IVA City of Clearwater Project #: 07-0037-UT Temporary Facilities McKim & Creed Project #: 0992-0190 01500-3 11 SECTION 01505 - MOBILIZATION PART 1 - GENERA, 1.1 DEFINITION AND SCOPE A. Mobilization shall include, but not be limited to, compliance with the General Conditions outlined in Section III and the following principle items: 1. Indemnification. 2. Preconstruction meeting. 3. Move onto the site all Contractor's plant and equipment required for first month operations. 4. Install temporary construction power, water supply, wiring, and lighting facilities. 5. Establish fire protection plan and safety program. 6. Provide on-site sanitary facilities and potable water facilities as specified. 7. Arrange for, and erect, Contractor's work and storage yard and employees' parking facilities. 8. Submit all required insurance certificates and bonds. 9. Obtain all required permits. 10. Post all OSHA, Environmental Protection Agency, SWFWMD, Department of Labor, and all other required notices. 11. Have Contractor's superintendent at the job site full time. 12. Erect project sign(s) as specified in Section III Article 23. 13. Submit storm water management/dewatering plan, schedule of values, list of shop drawings, and detailed construction schedule acceptable to Owner. 14. Provide audio-video recording of existing conditions in accordance with Section IV Article 37. 15. Notify residences in accordance with Section III Article 22. 16. Demobilization. 17. Submit a finalized schedule of submittals. 18. Construct, maintain, and restore any temporary access and haul roads. WTP 1 & 3 Wellfield Expansion Phase 11 City of Clearwater Project #. 07-0037-UT McKim & Creed Project #: 0992-0190 Section lVa Mobilization 01505-1 PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTION WTP 1 & 3 Wellfield Expansion Phase 11 City of Clearwater Project #: 07-0037-UT McKim & Creed Project #,- 0992-0190 Section lVa Mobilization 01505-2 I C SECTION 01630 - MEASUREMENT AND PAYMENT PART 1 - GENERAL 1.1 SCOPE A. This section covers methods of measurement and payment for items of Work under this Contract. 1.2 GENERAL A. The total Bid Price shall cover all Work required by the Contract Documents. All costs in connection with the proper and successful completion of the Work, including furnishing all materials, equipment, supplies, and appurtenances; providing all construction equipment and tools; and performing all necessary labor and supervision to fully complete the Work, shall be included in the lump sum and unit prices bid. All Work not specifically set forth as a pay item in the Bid Form shall be considered a subsidiary obligation of Contractor and all costs in connection therewith shall be included in the prices bid. B. The Contractor shall not make claim for an item not identified within the bid item descriptions but should include this cost within the most appropriate Bid Item. 1.3 ESTIMATED QUANTITIES A. See Section IV, Article 3 - Definition of Terms 1 1.4 EXCAVATION A. Except where otherwise specified, the lump sum or unit 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. 1.5 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. 1.6 RETAINAGE A. Refer to Agreement. 1.7 MEASUREMENT AND PAYMENT A. Refer to Article 14 of Section III - Standard General Conditions. B. Schedule of Bid Items WTP 1 & 3 Welifield Expansion Phase 11 Section lVa City of Clearwater Project #: 07-0037-UT Measurement and Payment McKim & Creed Project #. 0992-0190 01630-1 1 Lump Sum Bid Items a) The work for each Lump Sum bid item shall be constructed as shown and described on the Drawings and Specifications. b) Payment shall be made at the lump sum price stated in the Bid for each item and shall be pro-rated for the actual work completed based on an approved schedule of values detailing work to be completed under the specific item. C) Each lump sum price shall include all of the contractors' costs to complete the construction exclusive of payment items provided for elsewhere in the bid form. d) Each lump sum price shall include but not be limited to the following: 1) Shop and Working Drawings. 2) Clearing, grubbing and grading except as hereinafter specified. 3) Trench excavation, including necessary pavement removal and rock removal, except as otherwise specified. 4) Structural fill, backfill, and grading. 5) Cleanup and miscellaneous work. 6) Testing and placing system in operation. 7) Any material and equipment required to be installed and utilized for the tests. 8) Maintaining or detouring of traffic. 9) Appurtenant work as required for a complete and operable system. 10) As-built Record Drawings. 11) Bacteriological sampling and testing. 12) Startup 13) Training by Manufacturer's Representative 14) Erosion Control 2 Unit Cost Bid Items a) The work for each Unit Cost bid item shall be constructed as shown and described on the Drawings and Specifications. b) Payment shall be made at the Unit Cost price stated in the Bid for each item. C) Each unit cost price shall include all of the Contractor's costs to complete the construction exclusive of payment items provided for elsewhere in the bid form. d) The bid item numbers on the Bidder's Proposal are identified by the Well Field number, colon, and bid item number. The bid item WTP 1 & 3 Wellfield Expansion Phase ll City of Clearwater Project #. 07-0037-UT McKim & Creed Project #. 0992-0190 Section IVa Measurement and Payment 01630-2 E 1 1 1 number shall have the same description for all wells but shall be independent for each well. 3. The Contractor shall not make a claim for an item not identified within the bid item descriptions but should include this cost within the most appropriate Bid Item. C. Description of Bid Items: 1. Bid Item No. 1 -- Mobilization/Demobilization a) This bid item describes measurement and payment for the mobilization related to the installation of the raw water transmission mains. b) The Lump Sum Bid Price for mobilization shall include items noted in Section 01505 as required for the proper performance and completion of the work. G) Payment for mobilization will be made on an incremental basis in accordance with the following: Percent of Original Allowable Percent Contract Amount of the Lump Sum Earned Price for the Item 5 25 10 50 25 75 50 90 100 100 d) This item covers all mobilization necessary for completion of this project. e) Bid price for mobilization shall not exceed 3.5% of the total contract bid. 2. Bid Item No. 2 - Traffic Control a) The lump sum Bid Price for traffic control shall include preparation of a Maintenance of Traffic plan consistent with the Contractor's schedule and any changes thereto during the performance of the work, obtaining permits, and coordination through the Project Representative with the Road and Street Department/Traffic Control Section. It shall include the construction and maintenance of any necessary detour facilities; the providing of necessary facilities for access to residences, businesses, etc., along the project; the furnishing, installing and maintaining of traffic control and safety devices during construction, including the placement and removal of temporary pavement markings, and signs; the control of dust; maintaining safe pedestrian access along the routes; temporary wheel chair ramps, and any other special requirements for safe and expeditious movement of traffic as may WTP 1 & 3 Wellfield Expansion Phase ll City of Clearwater Project #. 07-0037-UT McKim & Creed Project #. 0992-0190 Section IVa Measurement and Payment 01630-3 be called for on the plans. The term Traffic Control 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. b) Payment for Traffic Control will be made on an incremental basis in accordance with the following. Allowable Percent of Percent of Original the Lump Sum Price Contract Amount Earned for the Item 10 10 20 20 30 30 40 40 50 50 60 60 70 70 80 80 90 90 100 100 3. Bid Item No. 3 - Erosion Control a) This bid item describes measurement and payment for construction of temporary and permanent erosion control features to protect the work areas and adjacent property. b) The lump sum to be paid for under this item, furnished and installed where shown on the plans or where directed by the Project Representative shall include artificial coverings, mowing, sandbagging, slope drains, sediment basins, cleanouts, baled hay and straw, floating silt barrier, staked silt fence, and seeding. The lump sum price includes furnishing and installing material, routine maintenance, mowing, and removal of temporary erosion control features upon completion of construction. 11 C) Payment for Erosion Control will be made on an incremental basis in accordance with the following: Percent of Original Contract Amount Earned 10 20 30 40 50 60 70 80 90 100 Allowable Percent of the Lump Sum Price for the Item t 10 20 30 40 50 60 70 80 90 100 WTP 1 & 3 Wellfield Expansion Phase 11 City of Clearwater Project #. 07-0037-UT McKim & Creed Project #: 0992-0190 Section lVa Measurement and Payment 01630-4 1 t 10 20 30 40 50 60 70 80 90 100 Allowable Percent of the Lump Sum Price for the Item 10 20 30 40 50 60 70 80 90 100 WTP 1 & 3 Wellfield Expansion Phase ll City of Clearwater Project #. 07-0037-UT McKim & Creed Project #. 0992-0190 4. Bid Item No. 4 - Root Pruning a) This bid item describes measurement and payment for root pruning of trees associated with the installation of raw water mains by open cut excavation. 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 Project Representative. b) Longitudinal 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 Project Representative. C) Payment will be according to the linear feet of trench in which tree roots are acceptable pruned as directed by the Project Representative. The unit bid price includes the services of a certified arborist, cutting the roots, cutting equipment, plastic barrier, painting with tree pruning compound, and any other measures necessary to prune the tree roots until the work is accepted by the Owner. 5. Bid Item No. 5 - Tree Barricades a. The lump sum to be paid for under this item, furnished and installed where shown on the plans or as directed by the Project Representative shall include barricade equipment as outlined in City Specification Section IV. The lump sum price includes furnishing and installing barricade material, routine maintenance and removal of tree barricades upon completion of construction as directed by the Owner or Project Representative. b. Payment for tree barricades will be made on an incremental basis in accordance with the following: Percent of Original Contract Amount Earned Section lVa Measurement and Payment 01630-5 6. Bid Item No. 6 -12-inch HDPE DR-11 Pipe by Open Cut a) This bid item describes measurement and payment for 12-inch HDPE pipe furnished and installed by open cut. The quantity to be paid for under this item is the length in feet of pipe acceptably installed to the limits shown on the drawings or as directed by the Project Representative. b) Measurement will be horizontally, above the centerline of the pipe, and includes the length of any valves or fittings. C) The unit bid price includes furnishing and installing 12-inch HDPE DR-11 pipe by open cut, tracer wire, alarming tape, materials above or below ground along pipeline alignment; joints and jointing materials, labor, machinery, construction equipment, clearing and grubbing, exploratory pits; bracing, shoring, sheeting, bedding and backfill; excavation; dewatering; adjusting existing underground utilities; disposal of spoil; hydrostatic testing; pigging; disinfecting; flushing; sod replacement; asphalt pavement removal and replacement; concrete driveway, sidewalk and curb and gutter removal and replacement; underdrain removal and replacement and all other related and necessary materials, work and equipment required to construct a complete operable pipeline. 7. Bid Item No. 7 -12-inch Ductile Iron Pipe by Open Cut a) Same as Bid Item 6, except 12-inch Ductile Iron Pipe shall be provided. 8. Bid Item No. 8 - 8-inch Ductile Iron Pipe by Open Cut a) Same as Bid Item 6, except 8-inch Ductile Iron Pipe shall be provided. 9. Bid Item No. 9 -.. 6-inch Ductile Iron Pipe by Open Cut a) Same as Bid Item 6, except 6-inch Ductile Iron Pipe shall be provided. 10. Bid Item No. 10 -- 8-inch C-900 RJ PVC by Open Cut a) Same as Bid Item 6, except 8-inch C-900 RJ PVC shall be provided. WTP 1 & 3 Wellfield Expansion Phase H City of Clearwater Project #: 07-0037-UT McKim & Creed Project #' 0992-0190 Section IVa Measurement and Payment 01630-6 II 11, Bid Item No. 11 - 6-inch C-900 RJ PVC by Open Cut a) Same as Bid Item 6, except 6-inch C-900 RJ PVC shall be provided. 12. Bid Item No. 12 - 8-inch C-900 RJ PVC (Directional Bore) a) This bid item describes measurement and payment for 8-inch C- 900 Certa-LokTm Restrained Joint PVC (polyvinyl chloride) pipe, furnished and installed by directional boring. The quantity to be paid for under this item is the length in feet of pipe acceptably installed to the limits shown on the drawings or as directed by the Project Representative. b) Measurement will be horizontally, above the centerline of the pipe, and includes the length of any valves or fittings. C) The unit bid price includes furnishing and installing 8-inch C-900 RJ PVC pipe by directional boring and by incidental open cut at launching and receiving pits, tracer wires, materials above or below ground along pipeline alignment; joints and jointing materials, PVC restrained joints with nylon splines, labor, machinery, construction equipment, directional boring equipment, bentonite clay slurry seal, launching and receiving pits, clearing and grubbing, exploratory pits; bracing, shoring, sheeting bedding and backfill; excavation; dewatering; adjusting existing underground utilities; disposal of spoil; hydrostatic testing; pigging; disinfecting; flushing; sod replacement; asphalt pavement replacement; concrete driveway, sidewalk and curb replacement; and all other related and necessary materials, work and equipment required to construct a complete operable pipeline. 13. Bid Item No. 13 -- 6-inch C-900 RJ PVC (Directional Bore) a) Same as Bid Item 12, except 6-inch C-900 RJ PVC Pipe shall be provided. 14. Bid Item No. 14 --12-inch DR-I1 HDPE (Directional Bore) a) This bid item describes measurement and payment for 12-inch HDPE pipe furnished and installed by directional bore. The quantity to be paid for under this item is the length in feet of pipe acceptably installed to the limits shown on the drawings or as directed by the Project Representative. b) Measurement will be horizontally, above the centerline of the pipe, and includes the length of any valves or fittings. G) The unit bid price includes furnishing and installing 12-inch DR-I1 HDPE pipe by directional boring and by incidental open cut at launching and receiving pits, tracer wire, materials above or below WTP 1 & 3 Wellfield Expansion Phase 11 City of Clearwater Project #_ 07-0037-UT McKim & Creed Project #. 0992-0190 Section lVa Measurement and Payment 01630-7 ground along pipeline alignment; joints and jointing materials, labor, machinery, construction equipment, directional boring equipment, bentonite clay slurry seal, launching and receiving pits, clearing and grubbing, exploratory pits; bracing, shoring, sheeting bedding and backfill; adjusting existing underground utilities; HDPE to DI transition pieces; hydrostatic testing; pigging; disinfecting; flushing; sod replacement; asphalt pavement replacement; concrete driveway, sidewalk and curb replacement; and all other related and necessary materials, work and equipment required to construct a complete operable pipeline. 15. Bid Item No. 15 - 8-inch DR11 HDPE (Directional Bore) a) Same as Bid Item 14, except 8-inch HDPE Pipe shall be provided. 16. Bid Item No. 16 - 6-inch DR11 HDPE (Directional Bore) a) Same as Bid Item 14, except 6-inch HDPE Pipe shall be provided 17. Bid Item No. 17 - NOT USED 18. Bid Item No. 18 - NOT USED 19. Bid Item No. 19 - 16-inch Steel Casing by Bore and Jack and 8-inch Ductile Iron Carrier Pipe a) This bid item describes measurement and payment for furnishing and installing 16-inch steel casing by jack and bore and 8-inch DI carrier pipe. The quantity to be paid for under this item is the length in feet of steel casing acceptably installed to the limits shown on the drawings or as directed by the Project Representative. 1 b) Measurement will be horizontally, above the centerline of the steel casing. C) The unit bid price includes furnishing and installing all 16-inch steel casing by jack and bore and 8-inch ductile iron carrier pipe and restrained joints, labor, machinery, construction equipment, bore and jack equipment, launching and receiving pits, clearing and grubbing, exploratory pits; casing spacers, casing caps; bracing, shoring, sheeting, bedding and backfill, adjusting existing underground utilities; disposal of spoil; sod replacement; asphalt pavement replacement; concrete driveway, sidewalk and curb replacement; underdrain removal and replacement; and all other related and necessary materials, work and equipment required to construct a complete operable pipeline. 20. Bid Item No. 20 -- 12-inch Joint Restraint a) This bid item describes measurement and payment for 12-inch retainer gland assemblies (Megalug, or approved equal) or WTP 1 & 3 Wellfield Expansion Phase H City of Clearwater Project #: 07-0037-UT McKim & Creed Project #. 0992-0190 Section lVa Measurement and Payment 01630-8 locking gaskets (U.S. Pipe's Field Lok Gasket, or approved equal) used in installing restrained joints on PVC, HDPE or ductile iron pipe and associated ductile iron fittings. 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 Project Representative. b) Payment will be according to the number of restrained joints acceptably furnished and installed on PVC, HDPE or ductile iron pipe and associated ductile iron fittings. The unit bid price includes furnishing and installing all restraining devices above or below ground along the pipeline alignment, excavation, bracing, shoring, sheeting, dewatering, clearing, grubbing, stripping, bedding, backfill, disposal of spoil, bolts and nuts, hydrostatic testing, and all other related and necessary materials, work, and equipment required to construct a complete, operable, restrained joint. 21. Bid Item No. 21 - 8-inch Joint Restraint a) Same as Bid Item 20, except 8-inch Joint Restraint shall be provided. 8-inch Certa-Lok PVC restrained joints are included in Bid Items 10 and 12. 22. Bid Item No. 22 - 6-inch Joint Restraint a) Same as Bid Item 20, except 6-inch Joint Restraint shall be provided. 6-inch Certa-Lok PVC restrained joints are included in Bid Items 11 and 13. 23. Bid Item No. 23 - 12-inch Compact Ductile Iron Fittings a) This bid item describes measurement and payment for compact ductile iron pipe fittings used in the construction and adjustment of raw water mains. The quantity to be paid for under this item is the number of 12-inch compact ductile iron pipe fittings acceptably furnished and installed as shown on the drawings or as directed by the Project Representative. This bid item includes, but is not limited to, tees, crosses, plugs, caps, reducers and increasers. b) Payment will be according to the number of 12-inch compact fittings furnished and installed. The unit bid price shall be based on an average fitting weight and shall include furnishing and installing all fittings and materials above or below ground along the pipeline alignment; joints and jointing materials; thrust blocking; polyethylene encasement; bracing, shoring, sheeting, dewatering, clearing, grubbing, stripping, trenching, bedding and backfill; constructing the specified protection and adjusting of existing above ground and underground utilities and service connections; disposal of spoil; hydrostatic testing; and all other related and necessary materials, work and equipment required to WTP 1 & 3 Wellfield Expansion Phase H Section lVa City of Clearwater Project #; 07-0037-UT Measurement and Payment McKim & Creed Project #: 0992-0190 01630-9 construct a complete, operable pipeline. The bid item does not include ductile iron pipe or restrained joints. 24. Bid Item No. 24 - 8-inch Compact Ductile Iron Fittings a) Same as Bid Item 23, except 8-inch Compact Ductile Iron Fittings shall be provided. 25. Bid Item No. 25 - 6-inch Compact Ductile Iron Fittings a) Same as Bid Item 23, except 6-inch Compact Ductile Iron Fittings shall be provided. 26. Bid Item No. 26 - 20-inch by 8-inch Tapping Sleeve and Valve a) This bid item describes measurement and payment for 20-inch by 8-inch tapping sleeves, tapping valves and valve boxes for raw water mains. b) Measurement: The quantity to be paid for under this item is the number of tapping sleeves, valves and taps acceptably furnished and installed where shown on the drawings or as directed by the Authorized Project Representative. C) The unit bid price includes furnishing and installing tapping sleeves, valves, valve boxes and covers, tapping into the existing pipe, tapping equipment, leak testing, pressure testing, disinfection, painting of covers, restraints, extension stems, excavation, backfill, dewatering, sheeting, shoring, and incidental construction associated with these items. 27. Bid Item No. 27 -16-inch by 12-inch Tapping Sleeve and Valve a) Same as Bid Item 26, except 16-inch by 12-inch Tapping Sleeve and Valve shall be provided. 28. Bid Item No. 28 - 16-inch by 8-inch Tapping Sleeve and Valve a) Same as Bid Item 26, except 16-inch by 8-inch Tapping Sleeve and Valve shall be provided. 29. Bid Item No. 29 -- 16-inch by 6-inch Tapping Sleeve and Valve a) Same as Bid Item 26, except 16-inch by 6-inch Tapping Sleeve and Valve shall be provided. 30. Bid Item No. 30 -- 12-inch by 6-inch Tapping Sleeve and Valve a) Same as Bid Item 26, except 12-inch by 6-inch Tapping Sleeve and Valve shall be provided. WTP 1 & 3 Wellfield Expansion Phase 9 Section lVa City of Clearwater Project #. 07-0037-UT Measurement and Payment McKim & Creed Project #. 0992-0190 01630-10 31, Bid Item No. 31 - Combination Air Release Valve Assembly a) This bid item describes measurement and payment for installing combination air release valve assemblies acceptably installed as shown on the drawings or where directed by the Project Representative. b) Measurement will be on an individual basis for each combination air release valve assembly installed. C) The unit bid price includes excavation, backfill, dewatering, sheeting, shoring, furnishing and installing the tap, corporation stop, curb stop, isolation valve and valve box, combination air release valve, enclosure cover, testing, and miscellaneous pipe, tubing, valves, fittings, sod, asphalt pavement and concrete restoration, and incidental items required to install a new combination air valve assembly. 32. Bid Item No. 32 - 12-inch Gate Valve and Box a) This bid item describes measurement and payment for 12-inch gate valves, valve boxes, and concrete valve pads for raw water pipelines. The quantity to be paid for under this item is the number of valves acceptably furnished and installed where shown on the drawings or as directed by the Project Representative. b) The unit bid price includes furnishing and installing valves, valve boxes and covers, concrete collar, concrete valve pad per City details, extension stems, excavation, backfill, dewatering, sheeting, shoring, and incidental construction associated with these Items. 33. Bid Item No. 33 - 8-inch Gate Valve and Box a) Same as Bid Item 32, except 8-inch Valve shall be provided. 34. Bid Item No. 34 - 6-inch Gate Valve and Box a) Same as Bid Item 32, except 6-inch Valve shall be provided. 35. Bid Item No. 35 -Trees Removal a) This bid item describes measurement and payment to remove trees associated with the installation of raw water mains. b) Measurement shall be for each tree removed where shown on the drawings or where directed by the Owner's Representative. C) Payment will be for each tree removed, as set forth in the Proposal. The unit bid price includes furnishing and installing all material necessary for a complete and successful tree removal. WTP 1 & 3 Wellfield Expansion Phase 11 City of Clearwater Project #: 07-0037-UT McKim & Creed Project #: 0992-0190 Section IVa Measurement and Payment 0163011 36, Bid Item No. 36 - Owner's Contingency a) Description: The work covered by this 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 as approved by the Owner, or additional items over and above those specified or shown on the plans. 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. b) The lump sum bid for contingency shall equal ten percent (10%) of the following: 1) The subtotal of the Bid Items 1 through 35 rounded up to the nearest cent. In case of mathematical error on the bidder's part, the Contingency Bid Item will be adjusted up or down to equate to 10% of this subtotal. D. Alternate Items Bid Item No. 10A - 8-inch Fusible C-900 PVC Pipe (Open Cut) a) This bid item describes measurement and payment for 8" Fusible PVC pipe in place of C-900 Certa-LokTm Restrained Joint PVC pipe installed by open cut. b) Measurement will be horizontally, above the centerline of the pipe, and includes the length of any valves or fittings. G) The unit bid price includes furnishing and installing 8" fusible C-900 PVC pipe by open cut, tracer wire, alarming tape, materials above or below ground along pipeline alignment; joints and jointing materials, labor, machinery, construction equipment, clearing and grubbing, exploratory pits; bracing, shoring, sheeting, bedding and backfill; excavation; dewatering; adjusting existing underground utilities; disposal of spoil; hydrostatic testing; pigging; disinfecting; flushing; sod replacement; asphalt pavement removal and replacement; concrete driveway, sidewalk and curb and gutter removal and replacement; underdrain removal and replacement and all other related and necessary materials, work and equipment required to construct a complete operable pipeline. 2. Bid Item No. 11 A - 6-inch Fusible C-900 PVC Pipe (Open Cut) a) Same as Bid Item 10A, except 6-inch Fusible C-900 RJ PVC shall be provided. WTP 1 & 3 Wellfield Expansion Phase ll City of Clearwater Project #: 07-0037-UT McKim & Creed Project #. 0992-0190 Section lVa Measurement and Payment 01630-12 11 I I I 3. Bid Item No. 12A -- 8-inch Fusible C-900 PVC Pipe (Directional Bore) a) This bid item describes measurement and payment for 8" Fusible PVC pipe in place of C-900 Certa-LokTm Restrained Joint PVC pipe installed by direction bore. b) Measurement will be horizontally, above the centerline of the pipe, and includes the length of any valves or fittings. C) The unit bid price includes furnishing and installing all 8" fusible C- 900 PVC pipe by directional boring and by incidental open cut at launching and receiving pits including all labor, machinery, construction equipment, directional boring equipment, bentonite clay slurry seal, launching and receiving pits, clearing and grubbing, exploratory pits; dewatering, bracing„ shoring, sheeting, bedding and backfill; adjusting, supporting or replacement of existing utilities; hydrostatic testing; pigging; flushing; tracer wire; all restoration including removal and replacement of sod, asphalt pavement, driveways, sidewalks, curb, gutter and under drains and all other related and necessary materials, work and equipment required to construct a complete operable pipeline. 4. Bid Item No. 13A - 6-inch Fusible C-900 PVC Pipe (Directional Bore) a) Same as Bid Item 12A, except 6-inch Fusible C-900 RJ PVC shall be provided. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTION WTP 1 & 3 Wellfield Expansion Phase H City of Clearwater Project #. 07-0037-UT McKim & Creed Project #: 0992-0190 Section Wa Measurement and Payment 01630-13 SECTION 01640 - QUALITY CONTROL PART 1 - GENERAL 1.1 SECTION INCLUDES A. Quality assurance and control of installation. B. References. C. Field samples. D. Mock-up. E. Inspection and testing laboratory services. F. Manufacturers' field services and reports. 1.2 RELATED SECTIONS A. Section 01300 - Submittals. B. Section 01650 - Testing Laboratory Services. 1.3 QUALITY ASSURANCE/CONTROL OF INSTALLATION A. Monitor quality control over suppliers, manufacturers, Products, services, site conditions, and workmanship, to produce Work of specified quality. B. Comply fully with manufacturers' instructions, including each step in sequence. C. Should manufacturers' instructions conflict with Contract Documents, request clarification from Engineer before proceeding. D. Comply with specified standards as a minimum quality for the Work except when more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship. E. Perform work by persons qualified to produce workmanship of specified quality. F. Secure Products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion or disfigurement. 1.4 REFERENCES A. Conform to reference standard by date of issue current on date of Owner Bids. B. Should specified reference standards conflict with Contract Documents, request clarification from Owner's Project Representative before proceeding. WTP 1 & 3 Wellfield Expansion Phase 11 Section IVa City of Clearwater Project #: 07-0037-UT Quality Control McKim & Creed Project #: 0992-0190 01640-1 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. 1.5 FIELD SAMPLES A. Install field samples at the site as required by individual specifications Sections for review. B. Acceptable samples represent a quality level for the Work. C. Where field sample is specified in individual Sections to be removed, clear area after field sample has been accepted by Owner's Project Representative. 1.6 MOCK-UP A. Tests will be performed under provisions identified in this section. B. Assemble and erect specified items, with specified attachment and anchorage devices, flashings, seals, and finishes. C. Where mock-up is specified in individual Sections to be removed, clear area after mock-up has been accepted by Owner's Project Representative. 1.7 INSPECTION AND TESTING LABORATORY SERVICES A. Contractor will appoint, employ, and pay for services of an independent firm to perform inspection and testing. B. The independent firm will perform inspections, tests, and other services specified in individual specification Sections and as required by the Owner. C. Reports will be submitted by the independent firm to the Owner, Contractor, and the Engineer, in duplicate, indicating observations and results of tests and indicating compliance or noncompliance with Contract Documents. D. Cooperate with independent firm; furnish samples of materials, design mix, equipment, tools, storage and assistance as requested. 1. Notify Owner and independent firm 24 hours prior to expected time for operations requiring services. 2. Make arrangements with independent firm and pay for additional samples and tests required for Contractor's use. E. Retesting required because of non-conformance to specified requirements shall be performed by the same independent firm on instructions by the Owner. Payment for retesting will be charged to the Contractor. WTP 1 & 3 Wellfield Expansion Phase 11 City of Clearwater Project #. 07-0037-UT McKim & Creed Project #. 0992-0190 I Section lVa Quality Control 01640-2 1.8 MANUFACTURERS' FIELD SERVICES AND REPORTS A. Submit qualifications of observer to Owner's Project Representative 30 days in advance of required observations. Observer subject to approval of Owner. B. When specified in individual specification Sections, require material or Product suppliers or manufacturers to provide qualified staff personnel to observe site conditions, conditions of surfaces and installation, quality of workmanship, start-up of equipment, test, adjust, and balance of equipment as applicable, and to initiate instructions when necessary. C. Individuals to report observations and site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturers' written instructions. D. Submit report in duplicate within 30 days of observation to Owner's Project Representative for review. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) 1 END OF SECTION WTP 1 & 3 Wellfield Expansion Phase H Section lVa City of Clearwater Project #: 07-0037-UT Quality Control McKim & Creed Project #: 0992-0190 01640-3 SECTION 01650 - TESTING LABORATORY SERVICES PART 1 - GENERAL 1.1 SECTION INCLUDES A. Selection and payment. B. Laboratory responsibilities. C. Laboratory reports. D. Limits on testing laboratory authority. E. Contractor responsibilities. 1.2 RELATED SECTIONS A. Section 01300 - Submittals. B. Individual Specification Sections: Inspections and tests required, and standards for testing. 1.3 REFERENCES A. ANSI/ASTM D3740 - Practice for Evaluation of Agencies Engaged in Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction. B. ANSI/ASTM E329 - Recommended Practice for Inspection and Testing Agencies for Concrete, Steel, and Bituminous Materials as Used in Construction. 1.4 SELECTION AND PAYMENT A. The Contractor shall employ and pay for services of an independent testing laboratory to perform specified inspection and testing. Owner and/or its representative reserve the right to approve the contract lab prior to commencement of testing activities. B. Employment of testing laboratory shall in no way relieve Contractor of obligation to perform work in accordance with requirements of Contract Documents. 1.5 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. WTP 1 & 3 Wellfield Expansion Phase 11 Section IVa City of Clearwater Project #. 07-0037-UT Testing Laboratory Services McKim & Creed Project #. 0992-0190 01650-1 D. 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. E. The Contractor shall submit name, address and qualifications for the laboratory to the City 30 days prior to testing for City approval of the selected laboratory. 1.6 LABORATORY RESPONSIBILITIES A. Test samples of mixes submitted by Contractor. B. Provide qualified personnel at site. Cooperate with Engineer and Contractor in performance of services. C. Perform specified inspection, sampling, and testing of Products in accordance with specified standards. D. Ascertain compliance of materials and mixes with requirements of Contract Documents. E. Promptly notify Engineer and Contractor of observed irregularities or non-conformance of Work or Products. F. Perform additional inspections and tests required by Engineer. 1.7 LABORATORY REPORTS A. After each inspection and test, promptly submit two copies of laboratory report to Engineer, and to Contractor. B. Include: 1. Date issued, 2. Project title and number, 3. Name of inspector, 4. Date and time of sampling or inspection, 5. Identification of product and Specifications Section, 6. Location in the Project, 7. Type of inspection or test, 8. Date of test, 9. Results of tests, 10. Conformance with Contract Documents. C. When requested by Engineer, provide interpretation of test results. 1.8 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. WTP I & 3 Wellfield Expansion Phase II Section Iva City of Clearwater Project #. 07-0037-UT Testing Laboratory Services McKim & Creed Project #. 0992-0190 01650-2 D. Laboratory has no authority to stop the Work. 1.9 CONTRACTOR RESPONSIBILITIES A. Coordinate scheduling of testing laboratory. B. Cooperate with laboratory personnel, and provide access to the Work and to manufacturer's facilities. C. 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. D. Notify Engineer and laboratory 24 hours prior to expected time for operations requiring inspection and testing services. E. 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) I END OF SECTION WTP 1 & 3 Wellfield Expansion Phase 11 Section Iva City of Clearwater Project #. 07-0037-UT Testing Laboratory Services McKim & Creed Project #,. 0992-0190 01650-3 SECTION 01670 - SUBSTITUTIONS AND PRODUCT OPTIONS PART 1 - GENERAL 1.1 DESCRIPTION A. General: 1. This section covers furnishing of all labor, materials, tools, equipment, and performing all work and services for furnishing, submission, processing and handling of requests for substitution and product options. See items as indicated on drawings and as specified. Any substitution or option shall be in accord with provisions of Contract Documents, and completely coordinated with work of other trades. 2. Although such work is not specifically indicated, furnish all supplementary or miscellaneous items, appurtenances and devices incidental to or necessary for a sound, secure and complete installation. 3. See appropriate sections for specific items specified. See General ¦ Conditions for additional information. B. Procedure. 1. For equipment and materials which are listed in the proposal, observe procedures outlined in Information for Bidders. 2. For products, equipment, and materials which are named in drawings or specifications for which a request for substitution is made, observe procedures outlined in these specifications. C. Costs. Cost incurred by requester in providing information, catalogs, and samples - including but not limited to labor, materials, freight postage, and transportation - are sole cost of "Requestor" with no cost assessed Owner or Engineer. D. Address for submission: McKim & Creed, P.A. 1365 Hamlet Avenue Clearwater, FL 33756 1.2 REQUESTS FOR SUBSTITUTION - GENERAL A. Base all bids on materials, equipment and procedures specified. B. Certain types of equipment and kinds of material are described in specifications by means of trade names and catalog numbers and/or manufacturer's names. Where this occurs, it was not intended to exclude from consideration such types of equipment and kinds of material bearing other trade names, catalog numbers and/or manufacturer's names, capable of accomplishing purpose of types of equipment or kinds of material specifically indicated. WTP 1 & 3 Wellfield Expansion Phase H Section IVA City of Clearwater Project #: 07-0037-UT Substitutions and Product Options McKim & Creed Project #: 0992-0190 01670-1 C. Other types of equipment and kinds of material may be acceptable to Owner and Engineer. D. Types of equipment, kinds of material and methods of construction, if not specifically indicated must be approved in writing by Engineer and be agreed upon by Owner prior to letting of Contract. E. No substitution permitted after letting of Contract, except as indicated herein. F. Conditional bids will not be accepted. 1.3 SUBMISSION OF REQUESTS FOR SUBSTITUTION A. After the effective date of the contract agreement, the Engineer will consider requests for substitutions of products, materials, systems or other items. Requests must be received by Engineer within ten calendar days after the date of notice of award. All requests for substitution shall be completed as specified below. B. Substitute items must comply with color and pattern of base specified items unless specifically approved otherwise. C. Submit two (2) copies of request for substitution. Include in request: 1. Name of product located by Drawing No. or Specification No., followed by a detail or line number the particular item(s) for which request for substitution is initiated. 2. Complete data substantiating compliance of proposed substitution with Contract Documents. 3. For products: a) Product identification by schedule or tag no., including manufacturer's name. b) Manufacturer's literature, marked to indicate specific model, type, size, and options to be considered: 1) Product Description. 2) Performance and test data. 3) Reference standards. 4) Difference in power demand. 5) Dimensional differences for specified unit. C) Submit samples, full size if so required. Engineer reserves right to impound sample until physical units are installed on project for comparison purposes. All costs of furnishing and return of samples shall be paid by requester. Engineer is not responsible for loss of or damage to samples, d) Name and address of similar projects on which product was used, date of installation, and field performance data on installation. 4. Itemized comparison of proposed substitution with product, materials, systems or other items specified. WTP 1 & 3 Welifield Expansion Phase 11 City of Clearwater Project #: 07-0037-UT McKim & Creed Project #: 0992-0190 Section We Substitutions and Product Options 01670-2 I t 1. Acceptance will require substantial revision of Contract Documents or building spaces. 2. If they are, in Engineer's opinion, not equal to base product specified, or will not adequately perform function for which intended. 3. If request is not initiated by the Contractor in accordance with this specification section. WTP 1 & 3 Wellfield Expansion Phase 11 City of Clearwater Project #. 07-0037-UT McKim & Creed Project #; 0992-0190 D 5. Data relating to changes in construction schedule. 7. Include with any request a specific statement defining changes in contract time or amount. 6. Accurate cost data on proposed substitution in comparison with product, materials, systems or other items specified. In making request for substitution, or in using an approved substitute item, Supplier/Manufacturer represents: 1. He has personally investigated proposed product, materials, systems or other items, and has determined that it is equal or superior in all respects to that specified, and that it will perform function for which it is intended. 2. Will provide same or better warranty for substitute item as for product, materials, systems or other items specified. 3. Will coordinate installation of accepted substitution into work, to include but not be limited to the following: a) Building and structure modifications as necessary; b) Additional ancillary equipment to accommodate change; C) Piping, valving, mechanical, electrical, or instrumentation changes, and, d) All other changes required for work to be complete in all respects to permit incorporation of substitution into project. E 4. Waives all claims for additional costs related to substitution, which subsequently become apparent. Written acceptance or rejection of items presented for alternative consideration will be given within two weeks after request is received. F. In the event the acceptance of an alternate results in a change in contract price or time, or is a deviation from the Contract Documents, a change order will be issued to reflect such change. In the event the acceptance of an alternate does not result in a change in Contract price or time, a field order shall be issued. G. Rejection of alternates: Section lVa Substitutions and Product Options 0167'0-3 1.4 SUBSTITUTION AFTER CONTRACT AWARD A. Unavailability of specified item due to strikes, lockouts, bankruptcy, discontinuance of production, proven shortage, or similar occurrences are only reasons for substitution after Contract award. B. Notify Engineer in writing, as soon as condition of unavailability becomes apparent; include substantiating data. Submit request for substitution sufficiently in advance to avoid delays. C. Submit data as required in paragraph 4 above. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTION WTP 1 & 3 Wellfield Expansion Phase 1l Section 1Va City of Clearwater Project #; 07-0037-UT Substitutions and Product Options McKim & Creed Project #; 0992-0190 016704 SECTION 01700 - CONTRACT CLOSEOUT PART 1 - GENERAL 1.1 SECTION INCLUDES A. Final cleaning B. Adjusting C. Project record documents D. Warranties 1.2 RELATED SECTIONS A. Section 01010 - Project Requirements. 1.3 FINAL CLEANING A. Execute final cleaning prior to final inspection. B. Remove waste and surplus materials, rubbish, and construction facilities from the site. 1.4 ADJUSTING A. Adjust operating products and equipment to ensure smooth and unhindered operation. 1.5 PROJECT RECORD DOCUMENTS A. Record information concurrent with construction progress as indicated in specifications. 1.6 WARRANTIES A. Provide duplicate notarized copies. B. Execute and assemble documents from Subcontractors, suppliers, and manufacturers. C. Provide Table of Contents and assemble in three D side ring binder with durable plastic cloth cover. D. Submit prior to final Application for Payment. E. For items of Work delayed beyond date of Substantial Completion, provide updated submittal within ten days after acceptance, listing date of acceptance as start of warranty period. WTP 1 & 3 Wellfield Expansion Phase 11 Section lVa City of Clearwater Project #; 07-0037-UT Contract Closeout McKim & Creed Proejct #: 0992-0190 017001 PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTION WTP 1 & 3 Welifield Expansion Phase ll City of Clearwater Project #: 07-0037-UT McKim & Creed Proejct #: 0992-0190 Section lVa Contract Closeout 01700-2 t SECTION 02010 - SUBSURFACE INVESTIGATION PART 1-GENERAL 1.1 DESCRIPTION OF WORK A. Soils-investigation reports (dated October 14, 2008 and December 9, 2008) have been prepared for this work by Nodarse and Associates, hereafter referred to as the Soils Engineer. The soils-investigation reports are included in the appendix for information, but are not a warranty of subsurface condition. If necessary, the Contractor shall conduct additional soil testing to understand the full extent of the work to assure the proper installation of the facilities at no additional cost to the Owner. B. This report was obtained only for the Engineer's use in design and is not a part of the Contract Documents. The report is available for bidder's information, but is not a warranty of subsurface conditions. 1 1.2 t QUALITY ASSURANCE A. Bidders should visit the site and acquaint themselves with all existing conditions. Prior to bidding, bidders may at their cost, make their own subsurface investigations to satisfy themselves as to site and subsurface conditions, but all such investigations shall be performed under time schedules and arrangements approved in advance by the Owner. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTION WTP 1 & 3 Wellfield Expansion Phase 11 City of Clearwater Project #: 07-0037-UT McKim & Creed Project #: 0992.0190 Section IVa Subsurface Investigation 02010-1 t C. Protection of Existing Work: Protect existing work Contractor shall be repaired to match existing work. PART 2 - PRODUCTS 2.1 REPAIR AND REPLACEMENT MATERIALS SECTION 02050 - DEMOLITION PART 1 - GENERAL 1.1 DESCRIPTION OF WORK A. The work includes, but is not limited to: 1. Demolition during this project will have to be spread throughout all phases of construction to maintain proper operation of the existing facilities. The Contractor shall prepare a schedule of proposed demolition for review and approval by the Owner and Engineer prior to commencing work. 1.2 QUALITY ASSURANCE A. Accomplish all demolition work so there is no injury to any persons and no damage to adjacent structures or property. All demolition methods shall be in full compliance with municipal, county, state and federal ordinances. Demolition work shall comply with the requirements of the Occupational Safety and Health Administration (OSHA). B. The Contractor shall comply with all municipal, county, state, and federal ordinances regarding the disposal of rubble, scrap metal, and refuse. C. Demolition procedures shall provide for safe conduct of the work, protection of property which is to remain undisturbed, and coordination with other work in progress. 1.3 JOB CONDITIONS A. General: It shall be the responsibility of the Contractor to visit the site and inspect the nature and condition of the items to be removed and salvaged before submitting his bid. B. Dust Control: Control the amount of dust resulting from demolition to prevent the spread of dust to occupied portions of buildings and to avoid creation of a nuisance in the surrounding area. Do not use water when it will result in, or create, hazardous or objectionable conditions such as flooding and pollution. A. Materials used in the repair or replacement of existing work to remain shall be identical or equal to the materials used in existing work when new. Work damaged by the WTP 1 & 3 Wellfield Expansion Phase 11 City of Clearwater Project #: 07-0037-UT McKim & Creed Project #: 0992-0190 Section IVa Demolition 02050-1 PART 3 - EXECUTION 3.1 STRUCTURES AND BUILDINGS A. Remove all parts of existing structures to be demolished. 3.2 EQUIPMENT A. Completely remove equipment which is designated to be removed. S. Remove concrete equipment bases if the existing bases are not to be used for new equipment. Completely remove isolated equipment bases. 3.3 PIPING A. Completely remove piping, conduit, and wiring designated to be removed. B. Underground piping, conduit and wiring which are to be abandoned and do not interfere with new work may be left in place, unless otherwise shown on the Drawings. Plug and seal cut ends of underground piping to be abandoned. Do not leave abandoned branches of piping and wiring "live". Isolate abandoned branches by closing branch valve at main or by disconnecting branch at main. Plug, cap, and seal active branch at isolating valve or point of disconnection. C. Properly disconnect, seal, and plug utility services to structures and buildings which are completely demolished. Properly disconnect, seal, and plug utility lines within structures and buildings which are partially demolished. 3.4 DISPOSAL A. Equipment, piping, and materials which are designated to remain the property of the Owner shall be moved to a location site designated by the Owner. B, All removed equipment, piping, and materials not specifically designated to remain the property of the Owner shall become the property of the Contractor and shall be removed from the site. C. Do not allow debris and rubbish to accumulate on the site. Remove debris and rubbish from the site. 3.5 FILLING A. Backfill excavations resulting from demolition. B. Backfill excavations which will not be beneath new structures, buildings, piping, or other new work as specified in this paragraph. C. Backfill excavations more than three feet deep or more than five cubic yards in volume as specified in Section 02210, Excavation and Trenching. D. Place and compact backfill in other excavations to produce an adequate foundation for grassing. WTP 1 & 3 Wellfield Expansion Phase H Section lVa City of Clearwater Project #. 07-0037-UT Demolition McKim & Creed Project #: 0992-0190 02050-2 t t 3.6 CLEAN-UP A. Clean-up in areas where other work is to be done following demolition shall be as specified in the applicable Sections. B. Clean-up the job site in areas where no other work is to be done under this Contract following demolition. Remove all debris and rubbish, temporary facilities, and equipment. Level surface irregularities to eliminate depressions. Leave the work in a neat and presentable condition. END OF SECTION WTP 1 & 3 Wellfield Expansion Phase 11 City of Clearwater Project #: 07-0037-UT McKim & Creed Project #: 0992-0190 Section iVa Demolition 02050-3 t SECTION 02070 - BORING AND JACKING PART1-GENERAL 1.1 DESCRIPTION OF WORK A. The Work of this Section includes all labor, machinery, construction equipment and appliances required to perform in a workmanlike manner all boring and jacking of pipeline casings and installation of pipe therein. The overall work scope shall include, but not be limited to, boring and jacking pits and equipment, sheeting, steel casing pipe, casing spacers, coatings, installation of the carrier pipe within the casings, miscellaneous appurtenances to complete the entire work as shown on the Contract Drawings, and restoration. Boring and jacking operations shall be performed within the right-of-way and/or easements shown on the Drawings. B. The equipment used in boring and jacking casings shall be of adequate commercial size and satisfactory working condition for safe operation. 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 pipe boring and jacking 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, drains, sewers, utilities, trees, structures, and appurtenances from damage due to pipe boring and jacking work. Responsibility and payment for correction of such damage shall be the sole responsibility of the Contractor. 1.2 RELATED WORK A. Section 02210 Excavation and Trenching 1.3 QUALIFICATIONS A. Boring and Jacking, and pipe installation shall be done only by an experienced Contractor specializing in boring and jacking and whose key personnel have at least 5 years experience in this work, and the installation of similar size pipe. B. All personnel shall be fully trained in the respective duties as part of the boring and jacking crew and in safety. A supervisor thoroughly familiar with the equipment and type of work to be performed shall be in direct charge and control of the operation at all times. The supervisor shall be present at the job site during the actual boring and jacking operation. The contractor shall have a sufficient number of competent workers on the job at all times to insure the boring and jacking procedure shall be made in a timely and satisfactory manner. WTP i & 3 Wellfield Expansion Phase 11 City of Clearwater Project #. 07-0037-UT McKim & Creed Project #. 0992-0190 Section lVa Boring and Jacking 02070-1 1 1 PART 2 - PRODUCTS 2.1 CASING PIPE A. Steel casing pipe shall be new prime steel pipe conforming to ASTM A-139, Grade B or AWWA C200, latest edition. Steel casing pipe shall be seamless or have no more than one longitudinal weld, with a minimum yield strength of 35,000 psi and be of a thickness equal to or exceeding the minimum gauge indicated below. Casing pipe to be placed by jacking methods shall be of sufficient thickness and axial strength to withstand the forces to be encountered during the jacking process. The steel casing pipe exterior wall surface shall be bituminous coated, to a minimum 16-mil thickness. B. Field and shop welds of the casing pipes shall conform with the American Welding Society (AWS) standard specifications. Field welds shall be complete penetration, single-bevel groove type joints. Welds shall be airtight and continuous over the entire circumference of the pipe and shall not increase the outside pipe diameter by more than 3/4-inch. C. Minimum steel casing pipe size and wall thickness shall be as indicated in the following Table 2-1 except as noted on drawings. TABLE 2-1 Carrier Pipe, Steel Casing Pipe Diameter & Wall Thicknesses Diameter (in.) Nominal Diameter (in.) Wall Thickness (in.) Carr_ , er Pine Casing Pipe Casing Pipe 4 8 0.188 6 12 0.188 8 16 0.250 10 20 0.250 12 24 0.250 14 28 0.312 16 32 0.312 20 36 0.375 24 42 0.375 2.2 JOINTS A. All section joints of steel casing pipe shall be full penetration welded with a continuous circumferential weld. Joints shall be electric-fusion (Arc) welded by operators qualified in accordance with American Welding Society (AWS) Standard Procedure. After welding, the Contractor shall wire brush the welded joints and apply Kop-Coat Interol Quick drying Primer 626 or approved equal. t WTP 1 & 3 Wellfield Expansion Phase 11 Section lVa City of Clearwater Project #: 07-0037-UT Boring and Jacking McKim & Creed Project #; 0992.0190 02070-2 1-1 1 2.3 CARRIER PIPE A. The carrier pipe material shall be in accordance with the Contract Drawings and specifications and will be restrained with owner approved restrained joints. 2.4 CASING SPACERS A. The carrier pipe shall be installed inside the casing pipe using the stainless steel support block assembly system with spacing as per manufacturer's recommendations. PART 3 - EXECUTION 3.1 GENERAL A. The installation of pipeline casings under the railroad or highway as shown on the drawings shall be in accordance with all the requirements of the railway company, the Florida Department of Transportation (FDOT), the Owner, or other governing regulatory agency. 3.2 EXCAVATION A. A two-inch auger pilot hole shall first be attempted to determine if rock will prevent the installation of the casing. If the pilot hole is successfully made, the casing shall be installed. The leading section of casing shall be equipped with a jacking head securely anchored thereto to prevent any wobble or variation in alignment during the jacking operation. Excavation shall be performed entirely within the jacking head and no excavation in advance thereof shall be permitted. Every effort shall be made to avoid any loss of earth outside the jacking head. Excavated material shall be removed from the casing as excavation progresses, and no accumulation of such material within the casing will be permitted. 3.3 BORING AND JACKING A. The boring and jacking operations shall be done simultaneously with correct line and grade carefully maintained for the casing. Holes for casing shall be bored with an auger mounted inside the pipe with the auger extending a short distance beyond the lead end of the pipe to preclude caving. Excavating for jacking pits or shafts shall be in accordance with applicable sections of these specifications. Utility pipes shall have manufacturer's restrained joints and shall be supported to prevent damages to either utility pipe or casing pipe. The carrier pipe ends shall extend beyond steel casing pipe by 6-inches and the voids between the inside of the casing pipe and outside of the carrier pipe shall be sealed with brick and non- shrink grout mortar, modular seal by Link-Seal Model "C" or end seal by PSI Model "C" or approved equal. B. The top of the casing shall maintain a minimum of 36-inch clearance under the roadway surface or as indicated on the Drawings. The invert elevation of the steel casing for the individual roadway crossings shall be set in the field by the Contractor and shall be based on the minimum vertical clearance between the top of the utility pipe, unless otherwise indicated on the Drawings, and the existing utilities on either side of the crossing site unless otherwise noted on the WTP 1 & 3 Wellfield Expansion Phase H Section lVa City of Clearwater Project #: 07.0037-UT Boring and Jacking McKim & Creed Project #: 0992-0190 02070-3 Drawings. Casing invert elevations which are proposed by the Contractor are subject to approval by the Engineer. 3.4 GROUTING A. After jacking is completed, the Contractor shall drill holes in the casing at the locations of ground loss and elsewhere where voids are suspected and shall force grout in to fill voids to refusal at satisfactory pressures, but not to exceed 50 psi. This shall be done only in casings with large enough diameter to provide adequate working room. 3.5 LOSS OF GROUND A. Should appreciable loss of ground occur during the jacking operation, the voids shall be backpacked promptly to the extent practicable with soil cement consisting of a slightly moistened mixture of 1 part cement to 5 parts granular material. Where the soil is not suitable for this purpose, the Contractor shall provide suitable material at his expense. The soil cement shall be thoroughly mixed and rammed into place as soon as possible after the loss of ground. 3.6 TOLERANCES A. Extreme care shall be exercised by the Contractor to maintain line and grade during jacking operation, and the Contractor may be required to modify the manner in which he is conducting his jacking operation to correct any deviation when deemed necessary by the Engineer. 3.7 RESPONSIBILITY A. The Contractor shall be fully responsible for the placement of the casing. The details shown on the Contract Drawings are to be considered minimum only. B. Depending upon road bore locations, the Contractor shall notify FDOT or Pinellas County Public Works Engineering Division or City of Clearwater Public Services Department 48-hours in advance before commencing work. 3.8 INSTALLATION OF PIPE A. The pipe shall be installed in the casing on casing spacers of sufficient thickness to prevent the pipe bells from resting directly on the casing and to align the pipe to meet the grade specified. Casing spacers shall be secured to the carrier pipe at all pipe joints and intermediate supports as necessary. B. The pipe shall not be pushed into the casing. The pressure of sliding in the casing spacers and pipe shall be applied to the casing spacers, not the pipe. C. Adjust the pipe grade as required by changing the thickness of the skids or casing spacer runners to compensate for any grade variations of the casing. D. If the alignment of the casing is such that the pipe grade cannot be met, the grade of the pipe shall, if required by the Engineer, be adjusted. If realignment is not deemed feasible by the Engineer, another casing meeting the required grade WTP 1 & 3 Wellfield Expansion Phase 11 City of Clearwater Project #. 07-0037-UT McKim & Creed Project #. 0992-0190 Section IVA Boring and Jacking 02070-4 shall be installed. The abandoned casing shall be filled with sand and the ends plugged with 12-inch thick masonry plugs. Realignment or replacement work shall in no way result in extra cost to the Owner. 3.9 INSURANCE REQUIREMENTS AND FEES A. With respect to the railway line crossings, the Contractor shall provide insurance in accordance with the Railroad Company requirements. B. All work performed within FDOT and Pinellas County rights-of-way or within the railroad property limits shall be in accordance with the requirements of those agencies which are hereby made a part of these specifications. It is the responsibility of the Contractor to determine all requirements of these agencies and to comply with said requirements including any necessary bonds, cash deposit, or insurance. C. The Contractor will not be permitted to commence work on the railroad or highway crossing until bonds, cash deposits, or insurance furnished pursuant to the above by the Contractor is to the satisfaction of the railroad company, Pinellas County or FDOT, and evidence of such is provided to the Owner. 3.10 DISPOSAL OF EXCAVATED MATERIAL A. The Contractor shall make adequate provisions for handling excess excavated material at the entry and exit pits. B. When the Contractor's provisions for storage of excess excavated material onsite are exceeded, these materials shall be hauled away to a suitable legal disposal site. 1 3.11 SUCCESSFUL COMPLETION A. The Contractor shall be considered as having completed the requirements of any one boring or jacking project when he has successfully completed the work to the satisfaction of the Engineer. B. The locations of any second or third attempts shall have the concurrence of the Engineer and shall be performed by the Contractor at no additional cost to the Owner. If, after three attempts, the Contractor is not able to complete a boring or jacking, he shall request authorization to use a trench. If such authorization is granted, the installation of the pipe and restoration of the surface shall be at no additional cost except that the Contractor shall be reimbursed for any casing abandoned in place at the unit price set forth in the Unit Price Schedule for Change Orders. If such authorization is not granted and the Contractor is required to utilize other approved methods, it shall be considered additional work. However, appropriate credit shall be givento the Owner for not having performed the borings or trenching. END OF SECTION WTP 1 & 3 Welifield Expansion Phase H City of Clearwater Project #: 07-0037-UT McKim & Creed Project #. 0992-0190 Section lVa Boring and Jacking 02070-5 SECTION 02071 - DIRECTIONAL DRILLING PART 1-GENERAL 1.1 DESCRIPTION OF WORK A. The work specified in this section consists of furnishing and installing underground utilities using the horizontal directional drilling (HDD) method of installation, also commonly referred to as directional drilling or guided horizontal drilling. This work shall include all services, equipment, materials, and labor for the complete and proper installation, testing, restoration of underground utilities and environmental protection and restoration. B. The overall work scope shall include, but not be limited to steerable directional drilling equipment, drilling pits and equipment, sheeting, location signs as required, miscellaneous appurtenances to complete the entire work as shown on the contract drawings, and restoration, including irrigation system replacement. Directional drilling operations shall be performed within the right-of-way and/or easements shown on the drawings. C. The equipment used in directional drilling shall be of adequate commercial size and satisfactory working condition for safe operation, and may be subject to approval by the Owner and/or 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 drilling operations shall be used in performing the Work. 1 D. 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 drilling work in accordance with the requirements of the regulatory agencies having jurisdiction. E. Take all measures necessary to protect surrounding public and private property, adjacent buildings, roads, drives, sidewalks, and appurtenances from damage due to directional drilling work. Responsibility and payment for correction of such damage shall be the sole responsibility of the Contractor. F. The project schedule shall be established on the basis of working a normal work schedule including five days per week, single shift, and eight hours per day or four days per week, single shift, ten hours per day. G. The Owner shall be notified 48-hours (minimum) in advance of starting the drilling work. The Directional Drill procedure shall not begin until the proper preparations (see work plan) for the operation have been completed. H. The Directional Drilling operation is to be operated in a manner to eliminate the discharge of water, drilling mud, and cuttings to the waterways or to the land areas involved during the construction process. WTP 1 & 3 Wel/field Expansion Phase H City of Clearwater Project #: 07-0037-UT McKim & Creed Project #: 0992-0190 Section lVa Directional Drilling 02071-1 1.2 REFERENCE DOCUMENTS A. American Society for Testing and Materials (ASTM). B. American Water Works Associations (AWWA). 1.3 RELATED WORK A. Section 02210 Excavation and Trenching. 1.4 QUALIFICATIONS A. Directional drilling and pipe installation shall be done only by an experienced Contractor specializing in directional drilling and whose key personnel have at least 5 years experience in this work, and the installation of similar size pipe. B. All personnel shall be fully trained in the respective duties as part of the directional drilling crew and in safety. A supervisor thoroughly familiar with the equipment and type of work to be performed shall be in direct charge and control of the operation at all times. The supervisor shall be present at the job site during the actual directional drill operation. The contractor shall have a sufficient number of competent workers on the job at all times to insure the directional drill procedure shall be made in a timely and satisfactory manner. 1.5 SUBMITTALS A. The Contractor shall provide a description of typical HDD procedures for this project, including drilling procedures, mud mixes, reaming operations, and pullback procedures. Included with the description will be a list of major equipment used and supervisory personnel resumes. B. Prior to beginning work, the contractor shall submit to the Owner a work plan detailing the procedure and schedule to be used to properly execute the project. C. Frac-out prevention and frac-out clean up plans. PART 2 - PRODUCTS 2.1 DIRECTIONAL DRILLING EQUIPMENT A. The directional drilling equipment shall be suitable for installing pipe sizes shown in the drawings. B. The directional drilling equipment shall be steerable by means of an electronic tool directional system with walkover receiver, and shall provide bentonite clay slurry to completely seal around the installed carrier pipe. C. Steel casing pipe shall not be required. D. The contractor shall provide and maintain instrumentation necessary to accurately locate the pilot hole (both horizontal and vertical displacements), measure pilot string torsional and axial and measure drilling fluid discharge rate WTP 1 & 3 Wellfield Expansion Phase H City of Clearwater Project #: 07-0037-UT McKim & Creed Project #: 0992-0190 Section IVA Directional Drilling 02071-2 7 C I and pressure. The Owner shall have access to instrumentation and readings at all times during operation. E. The Contractor shall provide all materials for completing the installation and for adequate protection of the work. 2.2 HIGH DENSITY POLYETHYLENE PIPE AND C-900 PVC PIPE A. See Sections 15063 PVC Pipe With Couplings For Directional Drilling and 15068 Fusible PVC Pipe, for PVC Pipe. B. See Section 15065 High Density Polyethylene Pipe, HDPE Pipe. 2.3 DRILLING PIPE A. Drill pipe shall be API steel drill pipe, range 2, premium class or higher, Grade S- 135 in a diameter sufficient for the torque and longitudinal loads and fluid capacities required for the work. 2.4 BENTONITE DRILLING MUD A. Bentonite technical criteria shall be as described in API Specification 13A, "Specification for Oil Well Drilling Fluids Material" for fresh water drilling fluids. B. Any modification to the basic drilling fluid involving additives must describe the type of material to be used and be included in Contractor's drilling plan presented to the Owner. The Owner retains the right to sample and monitor the waste drilling mud, cuttings and water. 2.5 PIPE LOCATION WIRE A. Tracer wire shall be in accordance with Section IVa 15066. This wire is to be continuous with splices only made by methods approved by the Owner's Representative utilizing 3M Direct Bury Splice Kits, or approved equal. I PART 3 - EXECUTION 3.1 GENERAL A. The directional drilling equipment shall be operated by individuals trained by the manufacturer as experienced operators. B. The directional drilling equipment shall produce a stable, clay sealed tunnel with a minimum burial depth of 36" for the carrier pipe installation. C. The directional drilling equipment shall employ a fluid cutting technique. The soil shall be cut by small diameter, high pressure jets of liquefied clay. The jets shall cut the soil in advance of the drilling 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 drilling tool will then be connected to the pipe, and the drilling tool shall pull the carrier WTP 1 & 3 Wellfield Expansion Phase 11 Section lVe City of Clearwater Project #. 07-0037-UT Directional Drilling McKim & Creed Project #: 0992-0190 02071-3 pipe through the clay lined tunnel as it traverses under the surface being crossed. The pulling strength of the drilling equipment shall not exceed 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. 3.2 REAMING A. Upon approval of the pilot hole location by the Engineer, the hole opening or enlarging phase of the installation shall begin. The drill hole diameter shall be increased to accommodate the pullback operation of the 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. 3.3 PIPE PULLBACK OPERATION A. The pipes shall be laid out as shown in the Plans, and assembled in a manner that does not obstruct adjacent roads and public or private activities adjacent to the layout areas except as shown otherwise. B. The Contractor shall provide adequate support/rollers along the stringing area to support the required length of the carrier pipe for each installation. 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 while preventing overstressing or buckling. C. Each length of pipe shall be inspected and cleaned as necessary to be free of debris immediately prior to joining. D. Cuts, gouges or holes that penetrate the pipe wall thickness by more than 10 percent shall not be acceptable and shall be cut out and discarded. Before pipe installation, the Contractor shall be responsible for carefully inspecting the assembled pipeline to insure that no vandalism or improper acts have occurred to render the new pipeline defective. Any pipeline that has been installed has failed the required pressure test procedure, and upon investigation, was found to be defective because of cuts or holes drilled through the pipe walls, shall be removed and/or repaired at expense to the Contractor. E. All HDPE and PVC pipe installed by directional drilling shall be provided with two (2) insulated 10 gauge solid or stranded copper wires for pipe location purposes. This wire is to be continuous with splices made only by methods approved by the Owner's Representative utilizing 3M Direct Bury Splice Kits or approved equals. This wire is to be secured to all valves, tees, and elbows. The locator wire shall be toned by the Owner's personnel at the time of pressure testing. If this test fails, the Contractor is responsible for repairing the locator wire. F. Pulling Loads. The maximum pull (axial tension force) exerted on the pipe shall be measured continuously and limited to the maximum allowed by the pipe manufacturer so that the pipe or joints are not overstressed. WTP 1 & 3 Wellffeld Expansion Phase ll City of Clearwater Project #c 07-0037-UT McKim & Creed Project #: 0992-0190 Section IVa Directional Drilling 02071-4 I G. A swivel shall be used to connect the pipe and copper location wire to the drill pipe to prevent torsional stresses from occurring in the pipe. H. Pipeline Support: The pipelines shall be fed from coils or otherwise adequately supported during installation so as to prevent buckling, kinking or overstressing. N. 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% 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. J. 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 the Contractor before pulling operations resume. K. The lead end of the pipe shall be closed during the pull back operation. L. After the carrier pipe is completely pulled through the drill hole, a sufficient relaxation period, as recommended by the specified pipe manufacturer, shall be provided prior to the final pipe tie-in. M. The Contractor shall install, maintain, and leave in place any sheeting, underpinning, cribbing, and other related items (other than that required for the drilling and receiving pits) to support any structure or facility affected by the drilling operations. The Engineer, depending upon existing conditions, may require that additional sheeting for the excavation be left in place. N. Contractor shall hydrostatically test each line according to the Owner's required test procedures and these Specifications. Pressure and temperature measurements shall be monitored with certified instruments during the test. The temperature of the pipe and water in the pipe shall remain relatively constant during the pressure test. The requirements for testing shall be met. 3.4 HANDLING DRILLING FLUIDS AND CUTTINGS A. 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 shall comply with all permit provisions. 3.5 WATER A. The Owner shall furnish a water meter and backflow prevention device required for connections to fire hydrant(s) for use in the HDD operations. The Owner will deliver and install the device after receiving payment and setting up an account upon 48 hours notice. The Owner shall remove and retain ownership of the WTP 1 & 3 Welifleld Expansion Phase 9 Section Iva City of Clearwater Project #: 07-0037-UT Directional Drilling McKim & Creed Project #. 0992-0190 02071-5 meter/BFP device following HDD operations. The Contractor shall bear the cost of all water used for HDD operations and hauling same as necessary. 3.6 NEARBY UTILITIES A. 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 shall be the Contractor's responsibility to locate all nearby utilities or other subsurface obstructions that may interfere with the work by excavating windows along the pipeline alignment or other means. B. Sewer Laterals and Stormwater Underdrains. The Contractor shall identify locations of existing sewer service laterals prior to beginning drilling operations and shall avoid damaging the laterals. Any damage caused by the Contractors work shall be replaced or repaired at the Contractor's expense. 3.7 RESPONSIBILITY A. The Contractor shall be fully responsible for the steerable, clay lined directional drilling operation. Any noticeable surface defects resulting from improper operation of this drilling equipment shall be repaired by the Contractor at his expense. 3.8 SUCCESSFUL COMPLETION A. The contractor shall be considered as having completed the requirements of any directional drilling when he has successfully completed the work, and tested the pipe and tracer wire to the satisfaction of the Owner. END OF SECTION WTP 1 & 3 Wellfield Expansion Phase 11 City of Clearwater Project #. 07-0037-UT McKim & Creed Project #. 0992-0190 Section 1Va Directional Drilling 02071-6 1 7 J 7 t SECTION 02210 - EXCAVATION AND TRENCHING PART 1-GENERAL 1.1 SCOPE A. This section covers excavation and trenching work; excavation and trenching as required; the handling, storage, transportation, and disposal of all excavated material; all necessary sheeting, shoring, and protection work; preparation of subgrades; pumping and dewatering as necessary or required; protection of adjacent property; backfilling; pipe embedment; surfacing and grading; and other appurtenant work. 1.2 GENERAL REQUIREMENTS A. Excavations shall provide adequate working space and clearance for the work to be performed therein and for installation and removal of concrete forms. In no case shall excavation faces be undercut for extended footings. B. Subgrade surfaces shall be clean and free of loose material of any kind when concrete is placed thereon. C. Except where exterior surfaces are specified to be damp-proofed, 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 RELATIVE WORK A. Clearing and Grubbing - See Section IV Article 56. B. Soils Conditions: Detailed soils explorations to determine further soils conditions, including the extent of any unsuitable materials, are the responsibility of the Contractor. Coordinate all soils exploration with the Owner prior to performing the work. C. Unsuitable Material: All unsuitable materials found during excavation, which are not suitable for backfill or bedding, shall be completely removed and replaced with suitable soils, at no additional cost to the Owner. WTP 1 & 3 Wellfield Expansion Phase B City of Clearwater Project #. 07-0037-UT McKim & Creed Project #,. 0992-0190 Section IVA Excavation and Trenching 02210-1 11 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 - Dewatering. 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 or more layers of crushed rock or gravel. The stabilizing material shall be spread and compacted to a depth of not more than 4 inches; if the required depth exceeds 4 inches, the material shall be furnished and installed as specified for granular fills. Not more than 1/2 inch depth of mud or muck shall be allowed to remain on stabilized trench bottoms when the pipe bedding material is placed thereon. C. The finished elevation of stabilized subgrades for concrete structures shall not be above subgrade elevations indicated on the drawings. 1.9 EARTH FILLS AND EMBANKMENTS A. To the maximum extent available, excess suitable material obtained from structure and trench excavations shall be used for construction of fills and embankments. Additional material shall be provided as required. B. Wherever a trench passes through a fill or embankment, the fill or embankment ?I material shall be placed and compacted to an elevation 12 inches above the top of the pipe before the trench is excavated. WTP 1 & 3 Wellfield Expansion Phase ll Section lVa City of Clearwater Project #: 07-0037-UT Excavation and Trenching McKim & Creed Project #. 0992-0190 02210-2 1.10 GRANULAR FILLS A. Granular fills shall be placed on suitably prepared subgrades and compacted by vibration. Granular fill material shall be crushed rock or gravel, shall be free from dust, clay, or trash, and shall be graded to the requirements of FDOT section 901 No. 57 aggregate. Granular fill shall be compacted to not less than 95 percent relative density as determined by ASTM D698-70, Method C. Granular fills under concrete slabs shall be compacted with a minimum of 3 passes of a vibratory steel drum or plate type compactor. 1.11 TRENCH EXCAVATION A. See Section IV Article 5 Excavation for Underground Work. B. No more trench shall be opened in advance of pipe laying than is necessary to expedite the work. 400 feet shall be the maximum length of open trench on any line under construction. C. Except where tunneling is indicated on the drawings, is specified, or is permitted by the Engineer, all trench excavation shall be open cut from the surface. 1.12 ALIGNMENT, GRADE, AND MINIMUM COVER A. The alignment and grade or elevation of each pipeline shall be fixed and determined from offset stakes. Vertical and horizontal alignment of pipes, and the maximum joint deflection used in connection therewith, shall be in conformity with requirements of the section covering installation of pipe. B. Where pipe grades or elevations are not definitely fixed by the contract drawings and specifications, trenches shall be excavated to a depth sufficient to provide a minimum depth of backfill cover over the top of the pipe of 36 inches in paved or graded streets where surface grades are definitely established and 36 inches in other locations. Greater pipe cover depths may be necessary on vertical curves or to provide necessary clearance beneath existing pipes, conduits, drains, drainage structures, or other obstructions encountered at normal pipe grades. Measurement of pipe cover depth shall be made vertically from the outside top of pipe to finished ground or pavement surface elevation except where future surface elevations are indicated on the drawings. 1.13 LIMITING 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. Minimum trench widths shall be as follows: Normal Pipe Size Minimum Trench Widths (Inches) (Inches) Less than 33" Pipe OD plus 16" Greater than 33" Pipe OD plus 24" WTP 1 & 3 Welifield Expansion Phase ll Section lVa City of Clearwater Project #. 07-0037-UT Excavation and Trenching McKim & Creed Project #. 0992-0190 02210-3 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. 1.14 MECHANICAL EXCAVATION A. The use of mechanical equipment will not be permitted in locations where its operation would cause damage to trees, buildings, culverts, or other existing property, utilities, or structures above or below ground. In all such locations, hand excavating methods shall be used. B. Mechanical equipment used for trench excavation shall be of a type, design, and construction, and shall be so operated that pipe, when accurately laid to specified alignment, will be centered in the trench with adequate clearance between the pipe and sidewalls of the trench. Undercutting the trench sidewall to obtain clearance will not be permitted. 1.15 EXCAVATION BELOW PIPE SUBGRADE A. Except where otherwise required, pipe trenches shall be excavated per the detail in the plans. 1.16 ARTIFICIAL FOUNDATIONS IN TRENCHES A. Whenever unsuitable or unstable soil conditions are encountered, trenches shall be excavated below grade and the trench bottom shall be brought to embedment grade with suitable material. 1.17 BELL HOLES A. Bell holes shall provide adequate clearance for tools and methods used in installing pipe. No part of any bell or coupling shall be in contact with the trench bottom, trench walls, or granular embedment when the pipe is jointed. 1.18 EMBEDMENT MATERIALS A. General: Use soils free of organic matter, refuse, rocks and lumps greater than 4 inches in diameter and other deleterious matter. 1.19 UNIFIED SOIL CLASSIFICATION SYSTEM. A. Symbols and descriptions for groups of soils classified by the Unified Soil Classification System, ASTMD-2487, are listed below: Group Symbols . Group Description CH Inorganic clays of high plasticity, fat clays. CL Inorganic clays of low to medium, plasticity, gravelly clays, sandy clays, silty clays, lean clays. GC Clayey gravels, gravel-sand-clay mixtures WTP 1 & 3 Wellfield Expansion Phase 11 City of Clearwater Project #: 07-0037-UT McKim & Creed Project #: 0992-0190 Section iVa Excavation and Trenching 02210-4 GM Silty gravels, gravel-sand-silt mixtures GP Poorly graded gravels and gravel-sand mixtures, little or no fines. GW Well-graded gravels and gravel-sand mixtures, little or no fines. MH Inorganic silts, micaceous or diatomaceous fine sands or silts, elastic silts. ML Inorganic silts, very fine sands, rock flour, silty or clayey fine sands. OH Organic clays of medium to high plasticity. OL Organic silts and organic silty clays of low plasticity. PT Peat, muck, and other highly organic soils. SC SM SP SW 1.20 CLASSIFICATION Clayey sands, sand-clay mixtures. Silty sands, sand-silt mixtures. Poorly graded sands and gravelly sands, little or no fines. Well-graded sands and gravelly sands, little or no fines. A. For the purpose of this specification, soils to be used as fill material are grouped into five classes according to soil properties and characteristics. 1. Class I - Granular Material - angular bedding material well graded crushed stone meeting the requirements of ASTM D448 size No. 67. 2. Class II - Coarse sands and gravels with maximum practical size of 44 mm (1-1/2 in.), including variously graded sands and gravels containing small percentages of fines, generally granular and non-cohesive, either wet or dry. Soil Types GW, GP, SW, and SP are included in this class. 3. Class III - Fine sand and clayey gravels, including fine sands, sand-clay mixtures, and gravel-clay mixtures. Soil Types GM, GC, SM, and SC are included in this class. 4. Class IV - Silt, silty clays, and clays, including inorganic clays and silts of medium to high plasticity and liquid limits. Soil Types MH, ML, CH, and CL are included in this class. These materials are not recommended for bedding, haunching, or initial backfill. WTP 1 & 3 Welffield Expansion Phase H Section IVe City of Clearwater Project #: 07-0037-UT Excavation and Trenching McKim & Creed Project #. 0992-0190 02210-5 Ii 5. Class V - This class includes the organic soils, OL, OH, and PT as well as soils containing frozen earth, debris, rocks, larger than 40 mm (1-1/2 in.) in diameter, and other foreign materials. These materials are not recommended for bedding haunching or initial backfill. 1.21 TRENCHING A. Trench widths at and below the top of the pipe shall be the minimum necessary for proper installation. All trenching shall meet OSHA requirements for cut slope and/or trench shoring techniques. Over depth excavation shall be backfilled with Class I material. 1.22 DEPTH A. Trench to the lines and grades shown on the drawings. Where elevations are not shown, trench to a depth sufficient to provide at least 36 inches of cover above the top of pipe, unless otherwise specified. Grade trenches to provide a constant slope free of sags and high spots. 1.23 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. 1.24 BEDDING, HAUNCHING AND INITIAL BACKFILL A. Tamp subgrade to provide firm, even bedding. Excavate bedding material to match the shape of the bottom of the pipe and bell, as detailed in the Drawings. Place haunching material so as to provide full bearing around the bottom of the pipe. Place bedding, haunching and initial backfill as specified below. 1.25 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, 11 or SM, SC soil for haunching to pipe spring line. Class II or III material and soil types SM and SC shall be used as initial backfill to 12-inches above top of pipe. 1.26 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. 1.27 COMPACTION TESTING AND CONTROL A. Moisture density relations required for all materials that are to be compacted to be as established by Engineer. WTP 1 & 3 Wellfield Expansion Phase 11 Section lVa City of Clearwater Project #c 07-0037-UT Excavation and Trenching McKim & Creed Project #. 0992-0190 02210-6 I B. Extent of compaction testing will be as necessary to assure compliance with specifications. C. Give adequate notice to Geotechnical Engineer when ready for compaction or subgrade testing and inspection. Minimum of 24 hour advance notice to be given. D. Should any moisture density test fail to meet specification requirements, perform corrective work as necessary. E. Pay for all costs associated with corrective work and retesting resulting from failing tests. 1.28 COMPACTION DENSITY REQUIREMENTS A. Perform compaction of soils and all work associated with that effort with equipment designed for and suitable to provide the compaction requirements. B. Obtain approval of Engineer with regard to suitability of soils and acceptable subgrade prior to subsequent operations. C. Provide dewatering system necessary to successfully complete compaction and construction requirements. D. Remove frozen loose, wet or soft material and replace with suitable material as required by Engineer. E. Stabilize subgrade with well graded granular materials as required by Engineer. F. Assure by results of testing that compaction densities comply with the following requirements: 1. Sitework: Location Compaction Density Under Paved Areas, 95% ASTM D602 Sidewalks and Piping: 100 percent ASTM D698, for last lift Cohesionless Soils 75 percent relative density Less than 10% by weight per ASTM D4253 and ASTM finer than No. 200 sieve: D4254 Unpaved Areas: 85 percent ASTM D698 WTP 1 & 3 Wellfield Expansion Phase ll Section IVa City of Clearwater Project #: 07-0037-UT Excavation and Trenching McKim & Creed Project #. 0992-0190 02210-7 2. Structures: Location Inside of structures under foundations, under equipment support pads, under slabs on grade. Compaction Density 98 percent ASTM D698 3. Specific areas: Location Outside structures under equipment support foundations 1.29 FLOWABLE FILL 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. B. Flowable fill shall be produced and delivered to the site. Placing of flowable fill shall be by chute, pumping, or other approved methods. Flowable fill shall be placed to the designated fill line without vibration. The Contractor shall take all necessary precautions to prevent any damage caused by hydraulic pressure of the fill during placement prior to hardening. Flowable fill shall not be used for pipe bedding and backfill in the zone from the bottom of a pipe to 12 inches above the top of pipe, C. 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 D. 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 and 1. Cement (Type I or II) 50 - 200 2. Fly ash (Type F) 0 - 2,000 3. Fine aggregate (sand) 2,500 - 3,000 4. Water 325 - 550 Note: 6-inch to 10-inch slump WTP 1 & 3 Wellfield Expansion Phase 11 City of Clearwater Project #. 07-0037-UT McKim & Creed Project #. 0992-0190 Section IVa Excavation and Trenching 02210-8 E. Flowable fill material shall be proportioned to produce a 28-day compressive strength approximately as follows: Pounds per square inch 1. Pipe trench backfill 50 - 150 2. Fill abandoned pipes or tanks 30 - 150 3. Under slabs, behind walls 300 - 1,000 Note: Density in place 115 to 145 pounds per cubic foot F. Not more than 60 minutes shall elapse between the start of moist mixing and the placement of the flowable fill . G. Flowable fill placed on slopes shall have a reduced slump with a reduction in water, and shall be able to be shaped as required. H. The Contractor shall place the flowable fill in such a manner as to eliminate all cavities. I. 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. J. When flowable fill is used adjacent to ductile iron pipe, the pipe shall be polyethylene encased. 1 30 TESTS . A. All tests to ensure that embedment, fill, and backfill materials and their placement comply with specified requirements shall be made by an independent testing laboratory at the expense of the Contractor, as required by the Engineer. 1.31 DRAINAGE MAINTENANCE A. Trenches across roadways, driveways or other trafficways adjacent to drainage ditches or water shall be constructed on the upstream side of the trafficway, to prevent impounding water after the pipe has been laid. Bridges and other temporary structures required to maintain traffic across such unfilled trenches shall be constructed and maintained by the Contractor. Backfilling shall be done so that water will not accumulate in unfilled or partially filled trenches. All material deposited in roadway ditches or other water courses crossed by the line of trench shall be removed immediately after backfilling is completed and the original section, grades, and contours of ditches or water courses shall be restored. Surface drainage shall not be obstructed longer than necessary. 1.32 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. WTP i & 3 Wellfield Expansion Phase 11 City of Clearwater Project #. 07-0037-UT McKim & Creed Project #. 0992-0190 Section lVa Excavation and Trenching 02210-9 t 1.33 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. 1.34 SETTLEMENT A. The Contractor shall be responsible for all settlement of backfill, fills, and embankments which may occur within the correction period stipulated in the General Conditions. B. The Contractor shall make, or cause to be made, all repairs or replacements made necessary by settlement within 10 days after notice from the Engineer or Owner. 1.35 PROTECTION OF TREES A. See Section IV Article 62 - Tree Protection. 1.36 BEDDING AND BACKFILL FOR INSTALLATION OF HDPE AND PVC PIPE BY OPEN CUT A. Excavate trench to 6-inches below the bottom of the pipe and provide and compact 6-inches of bedding, consisting of Class I material. Excavate bedding to match bells. Place and Compact haunching material to the springline of the pipe. Haunching material shall consist of Class I or II, SM or SC soils. Place and compact initial backfill to 12-inches over the top of the pipe using Class II or III and SM or SC soils. All soils shall be compacted to 98% maximum density in accordance with AASHTO T-180. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTION WTP 1 & 3 Welifield Expansion Phase 11 Section lVa City of Clearwater Project #. 07-0037-UT Excavation and Trenching McKim & Creed Project #. 0992-0190 02210-10 SECTION 02220 - TOPSOILING AND FINISHED GRADING PART 1-GENERAL 1.1 DESCRIPTION A. General: 1. Furnish all labor, materials, tools, equipment, and services for all topsoiling and finished grading, required to restore the site back to its original condition, 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 Division 1 for General Requirements. B. Location of work: All areas within limits of grading and all areas outside limits of grading which are disturbed in the course of the work. 1.2 QUALITY ASSURANCE A. Finish grading tolerance: 0.1 FT plus/minus from required elevations. 1.3 SUBMITTALS A. See Section 01300. B. Project data: Test reports for finished topsoil. 1.4 JOB CONDITIONS A. Verify amount of topsoil stockpiled and determine amount of additional topsoil, if necessary to complete work. PART 2 - PRODUCTS 2.1 MATERIALS A. Topsoil: Original surface soil typical of the area, capable of supporting native plant growth. 1. If amount of topsoil stockpiled is less than amount necessary for the work, furnish all additional topsoil required. B. Strip topsoil to whatever depths encountered, in manner to prevent intermingling with underlying subsoil or objectionable material. 1. Remove heavy growths of grass before stripping. WTP 1 & 3 Wellfield Expansion Phase ll Section lVa City of Clearwater Project #. 07-0037-UT Topsoiling and Finished Grading McKim & Creed Project #. 0992-0190 02220-1 1 2. Where trees are indicated to be left standing, stop topsoil stripping sufficient distance from such trees to prevent damage to main root system. C. Stockpile topsoil where directed. 1. Construct storage piles to freely drain surface water. 2, Seed or cover storage piles to prevent erosion. D. Do not strip topsoil in wooded areas where no change in grade occurs. E. Borrow topsoil to be reasonably free of subsoil, objects over 2 IN diameter,I weeds and roots. PART 3 - EXECUTION 3.1 ROUGH GRADE REVIEW A. Rough grading reviewed by Owner. 3.2 PREPARATION A. Correct, adjust and/or repair rough graded areas. 1. Cut off mounds and ridges. 2. FIII 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 IN, minimum. C. Remove all stones and debris over 2 IN in any dimension. 3.3 PLACING TOPSOIL A. Do not place topsoil when subgrade is either wet or frozen enough to cause clodding. B. Spread topsoil to compacted depth of 4 IN for all disturbed earth areas. C. Make finished surface free of stones, sticks, or other material 1 IN or more in any dimension, D. Make finished surface smooth and true to required grades. E. Restore areas occupied by stockpiles to condition of rest of finished work. 3.4 ACCEPTANCE A. Upon completion of topsoiling, obtain Engineer's acceptance of grade and surface. WTP 1 & 3 Wellfield Expansion Phase ll City of Clearwater Project #: 07-0037-UT McKim & Creed Project #: 0992-0190 Section iVa Topsolling and Finished Grading 02220-2 1 Ll END OF SECTION WTP 1 & 3 Wellfield Expansion Phase 11 City of Clearwater Project #: 07-0037-UT McKim & Creed Project #: 0992-0190 B. Make test holes where directed, to verify proper placement and thickness of topsoil. Section lVa Topsoiling and Finished Grading 02220-3 SECTION 09900 - PAINTING AND COATINGS PART 1 - GENERAL 1.1 DESCRIPTION OF WORK A. The work includes furnishing all plant, labor, materials and equipment required to complete the painting and coatings as indicated on the Drawings and in these specifications. B. Surface preparation, paint and coatings materials, and their application shall be as recommended by the coating manufacturer and approved by the Engineer. The Contractor shall take all health and safety precautions necessary to prevent accidents during the storage, handling, application, and drying of any of the coatings described. C. Paints and coatings used to furnish the surfaces of structures or vessels which come into contact with potable water shall meet the applicable requirements of the County Health Department and the State Department of Environmental Protection or other regulatory agencies having jurisdiction. 1.2 QUALITY ASSURANCE A. The Contractor is responsible for a satisfactory paint application which will adhere without peeling, flaking, blistering or discoloration. Before application of any painting materials, the Contractor shall submit a letter of Certification from the manufacturer of the materials selected for the application proposed. B. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products which may be incorporated in the work include, but are limited to the following: 1. Ameron - Corrosion Control Division 2. Carboline Company 3. Glidden - Durkee Division of SCM Corporation 4. Indurall Coatings, Inc. 5. Koppers Company, Inc. 6. Mobil Chemical Company 7. Porter Coatings - Division of Porter Paint Company 8. Royston Laboratories, Inc. 9. Rust-Oleum Corporation 10. Tnemec Company, Inc. WTP 1 & 3 Wellfield Expansion Phase H Section lVa City of Clearwater Project #. 07-0037-UT Painting and Coatings McKim & Creed Project #: 0992-0190 09900-1 1.3 SUBMITTALS I A. Data Sheets and Color Charts: 1. The full name of each product and descriptive literature shall be submitted along with a list of water and wastewater plants in Florida where the product has been used. 2. Within a minimum of 30 days prior to application of paints and coatings, the Contractor shall submit six sets of color charts and data sheets for selection by the Owner. Before work is commenced, the Contractor shall prepare samples as required until the color and textures are satisfactory to the Owner. 3. Resubmit samples as requested until required sheen, color and texture is achieved. a) On 12-inch x 12-inch hardboard, provide two samples of each color and material, with texture to simulate finish conditions. On actual wood surfaces, provide two 4-inch x 8-inch samples for stained wood finish. On concrete Masonry, provide two 4-inch square samples of masonry for each type of finish and color, defining filler, prime and finish coats. On actual wall surfaces and other building components, duplicate painted finish of acceptable samples, as directed by the Engineer. 1.4 DELIVERY AND STORAGE A. Deliver materials to job site in new, original, and unopened containers bearing manufacturer's name, trade name, and label analysis. Store where directed in accordance with manufacturer's instructions. All paint materials used on the job shall be kept in a single place which shall be kept neat and clean. All oily rags, waste or debris shall be removed every night and all precautions taken to avoid the danger of fire. B. Extra Stock: At the conclusion of the project, the Contractor shall provide the Owner with a minimum of one quart from each 50 gallons or fraction thereof for each paint system used on the project. The paint or coating container shall indicate the applicable paint system as indicated in these specifications. 1.5 JOB CONDITIONS A. Painting or coating and finishing of interior and exterior items and surfaces, unless otherwise indicated: 1. Paint all new construction and portions of existing facilities disturbed by new construction. 2. Paint all exposed surfaces, except as otherwise indicated, whether or not colors are designated. If not designated, colors will be selected by the Engineer from standard colors available for the coatings required. WTP 7 & 3 Welffield Expansion Phase ll City of Clearwater Project #: 07-0037-UT McKim & Creed Project #: 0992-0190 Section lVe Painting and Coatings 09900-2 fl I 1 I 3. Includes field painting of bare and covered pipes and ducts (including color coding), and hangers, exposed steel and iron work, and primed metal surfaces of equipment installed under mechanical and electrical work. 4. Painting shall be done at such times as the Contractor and Engineer may agree upon in order that dust-free and neat work be obtained. Painting shall be done strictly in accordance with the manufacturer's instructions and shall be performed in a manner satisfactory to the Engineer. 5. "Shop" painting as referred to defines the paint coat which shall be applied in the shop or plant immediately after manufacturer, fabrication or assembly and prior to shipment to the site of installation. "Field" painting defines the paint coats to be applied at the project site where the structure or equipment is completed, erected, or installed in place as specified. B. Materials and Application: Obtain painting materials from one manufacturer. Painting materials not obtainable from the prime manufacturer shall be obtained from a second source recommended by the prime manufacturer. 2. There shall be a perceptible difference in shades of successive coats of paint so that the application of successive coats of paint can be properly and uniformly spread and inspected. Pipes, sheet metal ducts and other metal items which are to be installed in inaccessible locations shall be painted prior to installation. 3. Each coat shall be allowed to dry for the period of time recommended by the manufacturer before the next coat is applied. C. Equipment, Machinery, and Shop Fabricated Items: 1. Pumps, motors, machinery, equipment and other manufactured items shall have surfaces prepared, primed and finish-coated in accordance with the standard practice of the manufacturer. Finish coat colors shall be as approved by the Engineer. 2. Shop-fabricated items and components for field assembly shall have surfaces prepared and shop-primed. Finish coat colors shall be as approved by the Engineer. Items for submerged service shall be field sandblasted and primed per Paint System B-3(1). PART 2 - PRODUCTS 2.1 GENERAL REQUIREMENTS - ALL SYSTEMS A. The film thickness designated and/or the number of coats to be applied shall not be decreased and shall be increased where required to meet other manufacturer's recommendations. B. There shall not be a change from the generic type of coating specified. WTP 1 & 3 Wellfield Expansion Phase 11 Section lVa City of Clearwater Project #; 07-0037-UT Painting and Coatings McKim & Creed Project #: 0992-0190 0990013 C. Manufacturer's recommendations as to which finish coat should be used with a particular primer shall be observed. In all cases, the prime coat and finish coat shall be from the same manufacturer. All paint shall be mildew resistant. D. Tnemec products are given as examples of painting and coating systems identified in the following paragraphs. The products of other manufacturer's (listed in Paragraph 1.2.6.) may be used as long as they are of the same quality. 2.2 GROUP A - CONCRETE AND MASONRY (NOT IN CONTACT WITH POTABLE WATER) A. System A-3. For use on exterior walls above grade to a point six inches below finish grade. Surface Preparation. Fill voids with grout; remove loose protrusions and mortar splatter. Allow new concrete to cure 28 days. 2. First Coat: a) Concrete: Acrylic latex coating, matte finish, minimum 2 mils dry thickness of Tnemec 6 Tneme - Cryl, or Equal. b) Concrete Block: Acrylic latex block filler of sufficient thickness to fill pores and voids, 60µ80 S.F./Gal., Tnemec 54-562 Masonry Filler, or Equal. 3. Second Coat: a) Concrete: Acrylic latex coating, semi-gloss type, minimum 2 mils DFT of Tnemec 7 Tneme - Cryl SG, or Equal. b) Concrete Block: Acrylic latex coating, matte finish, minimum 2 mils DFT - Tnemec 6 Tneme - Cry[, or Equal. 4. Third Coat: a) Concrete: None. b) Concrete Block: Acrylic latex coating, semigloss type, minimum 2 mils DFT-Tnemec 7 Tneme - Cryl SG, or Equal. 2.3 GROUP B - STRUCTURAL STEEL; CONCRETE AND STEEL TANKS; EQUIPMENT AND PIPING (NOT IN CONTACT WITH POTABLE WATER) A. System B-4. For use on structural steel, tanks, equipment and piping subject to severe abrasion, corrosive atmosphere, splash or spray, not in contact with wastewater or where a color finish is desired. 1. Surface Preparation: Submerged surfaces, near white metal blast according to SSPC-SP 10. Non-submerged surfaces, commercial blast according to SSPC-SP 6. 2. First Coat: One coat of high performance polyamide epoxy, minimum 3 mils DFT. If shop coat is damaged, re-prime bare areas in field. Tnemec 66 Hi-Build Epoxoline, or Equal. WTP 1 & 3 Welifield Expansion Phase ii City of Clearwater Project #; 07-0037-UT McKim & Creed Project #; 0992-0190 Section /Va Painting and Coatings 099004 ?1 1 11 3. Second Coat: One coat of high performance polyamide epoxy coating, minimum 4 mils DFT - Tnemec 66 Hi-Build Epoxoline, or Equal. 4. Third Coat: Interior - Same as second coat. Exterior Exposure - One coat of semi-gloss polyurethane, minimum 2 mils DFT - Tnemec 73 Endura - Shield, or Equal. 2.4 GROUP C - GALVANIZED AND NON-FERROUS METALS A. System C-3: For use in exterior non-corrosive areas, galvanized steel and aluminum materials, including ductwork. 1. Surface Preparation: Solvent cleaning followed by brush-off blast to provide a 1 to 2 mil profile suitable for mechanical adhesion per SSPC- SP1. 2. First Coat: One coat of polyamide epoxy, minimum 3 mils DFT, Tnemec 66 Hi-Build Epoxoline, or Equal. 3. Second Coat: One coat of polyurethane finish, minimum 2 mils DFT - Tnemec 73 Endura - Shield, or Equal. 2.5 GROUP M - SPECIAL COATINGS A. System M-1. For use as barrier between dissimilar materials and metals. 1. Prime: None 2. Finish: Asphaltic varnish applied at a rate of at least 2.0 mils dry film thickness B. System M-2. For use as a primer - sealer for coloring asphaltic and tar surfaces. 1. Prime: None. 2. Finish: Vinyl phenolic sealing coat for the prevention of discoloring of the finish coat. Apply at a rate of at least 2.0 mils dry film thickness. C. System M-3. For sealing concrete floors where concrete is shown as natural in the Finish Schedules and on all exposed concrete floors where no finish has been shown. 1. Surface Preparation: Mechanically abrade floor to achieve a medium grip sandpaper profile. 2. First Coat: One coat of clear epoxy floor sealer, minimum 10 mils DFT, Tnemec 201 Epoxoprime, or Equal. 2.6 FINISH COAT OVER EXISTING FINISH A. The required painting shall consist of one coat of the system "Finish Coat" to provide continuity of texture and color over previously painted surfaces. WTP 1 & 3 Wellfield Expansion Phase 9 Section lVa City of Clearwater Project #: 07-0037-UT Painting and Coatings McKim & Creed Project #: 0992-0190 09900-5 2.7 THINNING' A. Where thinning is necessary, only the products for the particular purpose and by the manufacturer furnishing the paint shall be allowed. All thinning shall be done strictly in accordance with the manufacturer's instructions and with the full knowledge and approval of the Engineer. PART 3 - EXECUTION 3.1 SHOP PAINTING A. All ferrous and non-ferrous surfaces shall be solvent cleaned before priming, Primer shall be applied in the shop to protect surfaces from rust during shipment and storage. B. Apply two coats of paint to surfaces which are inaccessible after assembly or erection. 3.2 FIELD PREPARATION A. All surfaces to be painted shall be prepared in a workmanlike manner with the objective of obtaining a smooth, clean and dry surface. No painting shall be done before the prepared surfaces are approved by the Engineer. B. Surface preparation for miscellaneous surfaces to be painted, not specifically covered in these specifications, shall be as recommended by the manufacturer of the paint selected for use and as approved by the Engineer. C. Perform preparation and cleaning procedures in strict accordance with coating manufacturer's instructions for each substrate condition. D. Remove hardware and accessories, machined surfaces, plates, lighting fixtures and similar items in place and not to be finish-painted, or provide surface-applied protection. Reinstall removed items after painting is completed. Measure moisture content of surfaces using an electronic moisture meter. Do not apply finishes to masonry walls unless moisture content of surfaces are below 12 percent. 3.3 APPLICATION A. Mix, prepare, and store painting and finishing materials in accordance with manufacturer's directions. B. Apply painting and finishing materials in accordance with the manufacturer's directions. Use applicators and techniques best suited for the material and surfaces to which applied. C. Workmanship for applying paint shall be of professional quality. The painter shall apply each coat at the rate recommended by the manufacturer smoothly without runs, sags, or holidays. If the material has thickened or must be diluted for use with a spray gun, the coating shall be built up to the same thickness as achieved WTP 1 & 3 Wellfield Expansion Phase 11 City of Clearwater Project #. 07-0037-UT McKim & Creed Project #: 0992-0190 Section lVaI Painting and Coatings 09900-6 with undiluted materials. In other words, one gallon of paint as originally furnished by the manufacturer shall not cover a great square foot area when applied by spray gun than when applied by brush. Deficiencies in film thickness shall be corrected by the application of additional coat or coats of paint. On masonry, application rates will vary according to the surface texture; however, in no case shall the manufacturer's stated coverage rate be exceeded. On porous surfaces, it shall be the painter's responsibility to achieve a protective and decorative finish either by decreasing the coverage rate or by applying additional coats of paint. Before succeeding coats are applied to a surface, the preceding coat shall have been approved by the Engineer. D. Drying time shall be construed to mean "under normal conditions". Where conditions are other than normal because of the weather or because painting must be done in confined spaces, longer drying times will be necessary. Additional coats of paint shall not be applied, nor shall units be placed in service, until paints are thoroughly dry. TABLE 09900-1 PAINTING SCHEDULE A. Above grade piping, valves, valve box covers and supports- System B-4. B. Potable Water shall be painted Dark Blue color (submit color for review). C. Raw Water shall be painted Olive Green color (submit color for review). END OF SECTION WTP 1 & 3 Wellfield Expansion Phase 11 Section IVa City of Clearwater Project #: 07-0037-UT Painting and Coatings McKim & Creed Project #. 0992-0190 09900-7 SECTION 15062 - DUCTILE IRON PIPE AND FITTINGS PART 1 - GENERAL 1.1 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, complete, as shown on the project drawings. 1.2 SUBMITTALS A. The Contractor shall transmit (from the related Vendor) for submittal to the Owner's Project Representative a list of materials to be furnished, the names of the suppliers and the appropriate shop drawings for all ductile iron pipe and fittings. B. All ductile iron pipe and fittings to be installed under this Contract shall be inspected and tested at the foundry as required by the standard specifications to which the material is manufactured. Furnish in duplicate to the Owner's Project Representative 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 submitted to the Owner's Project Representative 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 Owner's Project Representative, the pipe manufacturer's certification of compliance with the applicable sections of the Specifications. E. The Contractor shall coordinate all submittals with the related Vendor in a manner not to impede construction on individual projects. PART 2 - PRODUCTS 2.1 MATERIALS A. Ductile iron pipe pressure classes shall be a minimum of Class 350 for 4 to 12 inch, Class 250 for 14 to 20 inch, Class 200 for 24 inch, and Class 150 for 30 to 64 inch, except flanged or other unburied pipe which shall be thickness Class 53 and bridge crossing pipe which shall be thickness Class 54. Pressure class shall be greater if required by load conditions or called out on the plans. WTP i & 3 Wellfield Expansion Phase II Section IVa City of Clearwater Project #: 07-0037-UT Ductile Iron Pipe and Fittings McKim & Creed Project #: 0992-0190 15062-1 B. Unrestrained joint pipe shall be supplied in lengths not in excess of 21-feet. Unrestrained joint pipe shall be either the rubber-ring type push-on joint or standard mechanical joint pipe as manufactured by the American Cast Iron Pipe Company, U.S. Pipe and Foundry Company or approved equal. 1. Push-on Joints. Single seal gasket push-on type joints shall conform to the requirements of ANSI A21.11 and shall be U.S. Pipe "Tyton," American Cast Iron Pipe Company "Fastite," CLOW Corporation "Super Bell Tite," or approved equal. C, Pipe for buried service shall have an exterior bituminous coating in accordance with ANSI A21.51. Pipe interior shall have a cement mortar lining with an asphaltic seal coat conforming to ANSI/AWWA C104/A21.4. The weight and class designation shall be painted in white paint on the exterior surface of each pipe section. Manufacturer code or serial number shall be provided on the bell of each pipe joint. Ductile iron pipe for potable water shall be spirally wrapped by blue tape with adhesive backing. Ductile iron pipe for raw water shall be spirally wrapped with olive colored tape with adhesive backing. D. Pipe and fitting gaskets, conforming to ANSI A21.11, shall be made of viton (fluorocarbon elastomer), EPDM (Ethylene Propylene Diene Monomer) or SBR (Styrene-Butadiene Rubber), and shall be suitable for intended use. E. Fittings for buried service from 4" through 24" in size will be compact ductile iron cast in accordance with ANSI/AWWA C153/A 21.53 with mechanical joint bells. Bolts, nuts and gaskets shall be in accordance with requirements of ANSI/AWWA C153/A21.53. The working pressure rating shall be 350 P.S.I, Ductile iron fittings shall be coated and lined in accordance with requirements of ANSI/AWWA C104/A21.4. Mechanical joint glands shall be ductile iron in accordance with ANSI/AWWA C111/A 21.11. When reference is made to ANSI/AWWA Standards, the latest revisions apply. F. Ductile-iron fittings shall have the letter "DI" or "Ductile" cast on them. Cast letters and figures shall be on the outside body of the fitting and shall have dimensions no smaller than those shown in ANSI/AWWA C110 and C153. G. Restrained joints shall be provided for all buried ductile iron pipe as required on the drawings. Restrained joints shall not be of the type that requires field welding or grooves cut into the pipe barrel for restraint. The restraining joints for mechanical joint fittings and valves shall be ROMAC Industries Grip Ring, EBAA Iron MEGALUG, or approved equal. Restrained joints for straight lengths of push-on ductile iron pipe shall be the locking gasket type such as Fast-Grip by American Ductile Iron Pipe, Field Lok by U.S. Pipe, or approved equal. H. Flanged ductile-iron pipe shall conform to current ANSI A21.15/AWWA C115 with factory applied screwed long hub flanges except as otherwise specified hereinafter. Flanges shall be faced and drilled after being screwed on the pipe with flanges true to 90 degrees with the pipe axis and shall be flush with end of pipe conforming to ANSI B16.1, 125 pounds standard. Full face type 1/16-inch thick rubber ring gaskets shall conform to AWWA C111. WTP 1 & 3 Wellfield Expansion Phase 11 Section lVa City of Clearwater Project #: 07-0037-UT Ductile Iron Pipe and Fittings McKim & Creed Project #: 0992-0190 15062-2 I. Mechanical joints consisting of bell, socket, gland, gasket, bolts and nuts shall conform to ANSI Standard A21.11. Bolts shall be high strength low alloy steel, such as "Corten," or "U.S. Alloy," T-head type having hexagonal nuts. Bolts and nuts shall be machined true and nuts shall be tapped at right angles to a smooth bearing surface. J. Pipe for use with split-type flexible coupling joints shall have radius grooved ends. K. Fittings shall be ductile as specified herein. Flanges and flanged fittings shall be flat face and shall conform to ANSI A21.10 for 250 psi pressure rating. Full face type 1/16-inch thick rubber ring gaskets shall conform to AWWA C111. L.. 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 Owner for approval. M. All buried ductile iron pipe and fittings shall be provided with a 4-mil thick cross laminated high density polyethylene encasement or an 8-mil thick polyethylene encasement per ANSI/AWWA C105. Color of encasement shall be in accordance with requirements based on the service type of the pipe as listed in Section 09900. N. 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. O. 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. P. Bolts and nuts on flanged fittings shall be Grade B, ASTM A-307, cadmium plated and conform to ANSI B16.1 for Class 125. Q. Pipe and fittings shall be provided with underground tracer wire and alarming tape as specified in Section 15066 - Tracer Wire and Alarming Tape. PART 3 - EXECUTION 3.1 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 Owner. B. All pipe and fittings shall be subjected to a careful inspection and hammer test just prior to being installed. WTP 1 & 3 Wellfield Expansion Phase II Section lVa City of Clearwater Project #. 07-0037-UT Ductile Iron Pipe and Fittings McKim & Creed Project #. 0992-0190 150623 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. 3.2 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 Owner. 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 -- See Section 02210 y-- Excavation and Trenching. 3.3 PIPE INSTALLATION A. Proper implements, tools, and facilities shall be provided and used for the safe and convenient performance of the work. All pipe, fittings, valves, and hydrants shall be lowered carefully into the trench by means of a derrick, ropes, or other suitable tools or equipment in such a manner as to prevent damage to pipeline material and protective coatings and linings. Under no circumstances shall pipeline materials be dropped off or dumped into the trench. The trench should be dewatered prior to installation of the pipe. B. All pipe fittings, valves, hydrants, and other appurtenances shall be examined carefully for damage and other defects immediately before installation. Defective materials shall be marked and removed from the project site. C. All lumps, blisters, and excess coating shall be removed from the socket and plain ends of each pipe, and the outside of the plain end and the inside of the bell shall be wiped clean and dry and be free from dirt, sand, grit, or any foreign material before the pipe is laid. D. Foreign material shall be prevented from entering the pipe while it is being placed in the trench. During laying operations, no debris, tools, clothing, or other materials shall be placed in the pipe. E. As each length of pipe is placed in the trench, the joint shall be assembled and the pipe brought to correct line and grade. The pipe shall be secured in place with approved back-fill material. WTP 1 & 3 Welifield Expansion Phase 11 City of Clearwater Project #: 07-0037-UT McKim & Creed Project #c 0992-0190 Section lVe Ductile Iron Pipe and Fittings 15062-4 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 Owner's Project Representative. 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. H. Joint Assembly: Pipe joints shall be assembled in accordance with the Manufacturer's instructions and the requirements of ANSI/AWWA C600. 1. Pipe Deflection: When it is necessary to deflect pipe from a straight line in either the vertical or horizontal plane, or where long radius curves are permitted, the amount of deflection shall not exceed that shown in ANSI/AWWA C600. J. Pipe Cutting: Cutting pipe for the insertion of valves, fittings, or closure pieces shall be done in a neat, workmanlike manner without creating damage to the pipe or lining. Ductile cast iron may be cut using an abrasive pipe saw, rotary wheel cutter, guillotine pipe saw, milling wheel saw, or oxyacetylene torch. Cut ends and rough edges shall be ground smooth and for push-on joint connections, the cut end shall be beveled. K. Thrust Restraint: 1. All plugs, caps, tees, and bends shall be suitably restrained by attaching metal rods, clamps or restrained joints as specified. 2. Thrust-restraint design pressure shall be equal to the test pressure of the line. 3. Restrained push-on joints or 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. L. All ductile iron pipe shall be installed with tracer wire and underground alarming tape of the type specified. 3.4 ABOVE GROUND PIPE INSTALLATION A. Install pipe in horizontal or vertical planes, parallel or perpendicular to building surfaces unless otherwise shown. Support pipe and fittings to prevent strain on joints, valves and equipment. Install flanged joints so that contact faces bear uniformly on the gasket. Tighten bolts with relatively uniform stress. 3.5 FLUSHING, PIGGING AND CHLORINATION OF WATER MAINS A. See Section 15120 - Flushing, Pigging & Chlorination. WTP 1 & 3 Wellfield Expansion Phase H Section Iva City of Clearwater Project #: 07-0037-UT Ductile Iron Pipe and Fittings McKim & Creed Project #. 0992-0190 15062-5 3.6 PRESSURE AND LEAKAGE TESTS, A. Pressure Testing: The Contractor shall backfill all pipe and restraints before pressure testing unless the Project Representative directs certain joints or connections left uncovered. 2. All newly laid pipe, including fittings and valves shall be pressure tested in accordance with AWWA C-600. The duration of each such test will be at least two hours. The Contractor shall furnish all gauges, meters, pressure pumps and other equipment needed to test the line. 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 minimum 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. Pipe shall be tested valve to valve. 5. 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. 6. 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: A leakage test may be conducted at the same time as the pressure test. The Contractor shall, as before, furnish all pumps, pipe, connections and other items required to satisfactorily complete the leakage test. The leakage test shall have a duration of two hours at the pressure specified for the pressure test. No pipe installation will be accepted if the leakage is greater than that determined by the formula for mechanical and push-on joints: SDP'12 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] E WTP 1 & 3 Wellfield Expansion Phase 11 Section lVa City of Clearwater Project M 07-0037-UT Ductile Iron Pipe and Fittings McKim & Creed Project #: 0992-0190 15062-6 I 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. 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. 3.7 SURFACE PREPARATION AND PAINTING A. All piping and fittings exposed to view shall have its surface prepared and be painted with a prime coat as specified above. Surface preparation and shop priming is a part of the work of this Section. It shall be part of the work of this Section to assist as required by the Owner in identifying pipe contents, direction of flow and all else required for proper marking of pipe. All exposed pipe shall be given a finish coat of paint as specified in Section 09900. END OF SECTION t w t WTP 1 & 3 Wellfield Expansion Phase 11 City of Clearwater Project #. 07-0037-UT McKim & Creed Project #: 0992-0190 Section 1Va Ductile Iron Pipe and Fittings 15062-7 SECTION 15063 - PVC PIPE WITH COUPLINGS FOR DIRECTIONAL DRILLING PART 1 - GENERAL 1.1 DESCRIPTION A. This specification covers Poly-Vinyl Chloride (PVC) pipe, in nominal sizes 4" - 12", installed by directional drilling. Pipe is intended for use as a pressure-rated raw or potable water delivery system. 1.2 REFERENCE DOCUMENTS A. American Society for Testing and Materials (ASTM) 1. ASTM D1784: Standard Specification for Rigid PVC Compounds and Chlorinated PVC Compounds. 2. ASTM D2837: Standard Test Method for Obtaining Hydrostatic Design Basis for Thermoplastic Pipe Materials 3. ASTM D3139: Standard Specification for Joints for Plastic Pressure Pipes Using Flexible Elastomeric Seals 4. ASTM F477: Standard Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe 5. ASTM F1417: Standard Test Method for Installation Acceptance of Plastic Gravity Sewer Lines Using Low-Pressure Air B. American Water Works Association (AWWA) 1. AMA C605: Standard for Underground Installation of PVC Pressure Pipe and Fittings for Water 2. AWWA C900: Standard for PVC Pressure Pipe and Fabricated Fittings, 4 In. Through 12" for Water Distribution 3. AWWA C905: Standard for PVC Pressure Pipe and Fabricated Fittings, Greater than 12", for Water Distribution C. National Sanitation Foundation (NSF) 1. NSF14: Plastic Piping System Components and Related Materials 2. NSF61: Drinking Water System Components - Health Effects WTP 1 & 3 Wellfield Expansion Phase H Section lVa City of Clearwater Project #; 07-0037-UT PVC Pipe with Couplings for Directional Drilling McKim & Creed Project #. 0992-0190 15063-1 PART 2 - PRODUCTS 2.1 GENERAL A. Products delivered under this specification shall be manufactured only from water distribution pipe and couplings conforming to AWWA C900. Restrained joint pipe shall meet all performance requirements of AWWA C900. B. The joints for PVC pipe shall be rubber ring type consisting of integral, thickened, solid wall bells which maintain the same standard dimension ratio as the pipe barrel. Joint lubrication shall be as furnished by the manufacturer of the pipe and joints made in accordance with the manufacturer's instructions and recommendations. 2.2 APPROVALS A. Restrained joint PVC pipe products used in directional drilling applications shall have been tested and approved by an independent third-parry laboratory for continuous use at rated pressures. Copies of Agency approvals or product listings shall be provided to the Engineer. Products intended for contact with potable water shall be evaluated, tested, and certified for conformance with NSF Standard 61, or the health effects portion of NSF Standard 14, by an acceptable certifying organization, when required by the regulatory authority having jurisdiction. 2.3 HANDLING AND STORAGE A. All pipe, fittings, valves and accessories shall be loaded and unloaded by lifting with hoists or by skidding in order to avoid shock or damage. Under no circumstances shall materials be dropped. Pipe handled on skidways shall not be rolled or skidded against pipe on the ground. Slings, hooks or pipe tongs shall be padded and used in such a manner as to prevent damage to the exterior surface or interior of the pipe. B. Materials, if stored, shall be kept safe from damage. The interior as well as all sealing surfaces of all pipe, fittings, and other appurtenances shall be kept free from dirt or foreign matter at all times. Valves shall be drained and stored in a manner that will protect them from damage or freezing. C. Pipe stored outside and exposed to prolonged periods of sunlight shall be covered with canvas or other opaque material. Air circulation shall be provided under covering. D. Pipe shall not be stacked higher than the limits recommended by the manufacturer. The bottom tiers shall be kept off the ground on timbers, rails, or concrete. Pipe shall not be stored close to heat sources. E. Gaskets for fittings 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. WTP 1 & 3 Wel/field Expansion Phase If Section lVa City of Clearwater Project #: 07-0037-UT PVC Pipe with Couplings for Directional Drilling McKim & Creed Project #. 09920190 15063-2 2.4 RESTRAINED JOINT PVC PIPE AND COUPLINGS (DIRECTIONAL DRILLING) A. PVC Pipe and Couplings shall be made from unplasticized PVC compounds having a minimum cell classification of 12454-B, as defined in ASTM D1784. All compounds shall qualify for a Hydrostatic Design Basis (HDB) rating of 4000 psi for water at 73.4F, in accordance with the requirements of ASTM D2837. Blue pipe shall be supplied for the potable water system, purple pipe shall be supplied for the reclaimed water system and white pipe shall be supplied for the raw water system. B. Nominal outside diameters and wall thickness of PVC pipe shall conform to the requirements of AWWA C900. PVC pipe shall be furnished in sizes 4" (Class 200, DR-14) and 6", 8", 10" and 12" (Class 150, DR-18). Pipe shall be furnished in standard laying lengths of 20 ft. t 1 in. C. PVC pipe used in directional drilling shall be joined using non-metallic restrained- joint Couplings. Pipe and Couplings shall be designed as an integral system and shall be provided by a single manufacturer for maximum reliability and interchangeability. Pipe and Couplings shall be joined using high-strength flexible plastic splines inserted into mating precision-machined grooves, which align when the pipe is fully inserted, providing a full 3600 restraint with evenly distributed loading. No external pipe-to-pipe restraining devices which clamp onto or otherwise damage the pipe surface as a result of point-loading shall be permitted. D. Couplings shall be designed for use at the rated pressures of the pipe with which they are utilized, and shall incorporate twin elastomeric sealing gaskets meeting the requirements of ASTM F477. Assembled joints shall meet the leakage test requirements of ASTM D3139. E. Allowable axial jacking load information shall be supplied by the manufacturer. The Contractor shall utilize appropriate instrumentation to insure that these loads are never exceeded. Only experienced personnel shall be used to install pipe. Coupling edges shall be beveled to reduce drag force when pipe is installed by directional drilling. Assembly of joints shall be in accordance with the manufacturer's instructions. F. Manufacturer. Certainteed Certa-Lok C-900/RJ PVC Pipe, or approved equal. 2.5 RESTRAINED JOINTS A. Thrust restraint for buried piping shall be provided by restrained joints at valves, tees, bends, and other fittings for Certa-Lok C-900/RJ pipe. B. Restrained Joints. Restrained joints for use with PVC pipe shall consist of retainer glands fabricated of ductile-iron conforming to ASTM A536. The gland shall be such that it can replace the standard mechanical joint gland and can be used with the standardized mechanical joint bell conforming to ANSI/AWWA A21.11/C111 and ANSI/AWWA A21-53/C153. The retainer glands shall have a pressure rating equal to that of the PVC pipe on which it is used. WTP 1 & 3 Weljfield Expansion Phase 11 Section IVa City of Clearwater Project #: 07-0037-UT PVC Pipe with Couplings for Directional Drilling McKim & Creed Project #: 0992-0190 15063-3 1? C. PVC push-on joints adjacent to restrained fittings shall be restrained using harness restraint devices. This harness restraint shall be split to enable installation of the restraint after the spigot has been installed into the bell. The restraint shall consist of a split ring that fits behind the bell, a split restraint ring that installs on the spigot and a number of tie bars to connect the other two parts. Restraint components shall be of ductile-iron conforming to ASTM A536. The restraint ring shall consist of a plurality of individually activated gripping surfaces to hold the spigot and maximize restraint capability. D. Twist off nuts, sized same as the tee-head bolts shall be used to insure proper actuating of restraining devices. E. Equivalent Restrained Joints may be used at valves, tees, bends, and other fittings in lieu of the restrained joint mechanical gland adaptors for Certa-Lok C-900/RJ pipe or Push-on Joint PVC pip. Manufacturers and Models: 1. Megalug by EBAA Iron 2. Romac 3, Or approved Equal 2.6 COMPACT DUCTILE IRON FITTINGS A. Fittings for bends, tees, etc., shall be compact ductile iron fittings as specified in Section 15062 -- Ductile Iron Pipe and Fittings. 2.7 WORKMANSHIP. A. Workmanship shall be in accordance with the requirements of AMA C-900. PART 3 - EXECUTION 3.1 INSTALLATION CONSIDERATIONS A. The installation of PVC pipe shall be strictly in accordance with manufacturer's technical data and printed instructions. Install all PVC pipe, excluding service mains, with solid or stranded tracer wire of the type specified. Provide polyethylene encasement for fittings in accordance with ANSI/AWWA C105. 13, The annular space between the pipe and bore hole shall be filled with an appropriate material to support and stabilize the pipe. If pressure grouting is used, caution should be exercised to insure that excess grout pressure does not distort or collapse the pipe. C. Pipe shall be installed in a manner that will insure that external loads will not subsequently cause a decrease of more than five percent in the vertical cross- section dimension. When changes in direction are necessary, these shall be accomplished gradually such that the ratio of bend radius to nominal pipe size is not less than 300. D. The Contractor shall supply one (1) new power routing tool for grooving the 4", 6", and 8" PVC pipe to the City of Clearwater after construction is completed. WTP 1 & 3 Wellfield Expansion Phase H Section lVa City of Clearwater Project #. 07-0037-UT PVC Pipe with Couplings for Directional Drilling McKim & Creed Project #. 0992-0190 15063-4 11 1 1 i i E. All PVC pipe shall be installed with solid or stranded tracer wire and underground alarming tape of the type specified. 3.2 FLUSHING, PIGGING AND CHLORINATION OF WATER MAINS A. See Section 15120 - Flushing, Pigging & Chlorination. 3.3 TESTING AND LEAKAGE A. Hydrostatic Tests - General The piping shall be tested between valved sections to a maximum length of 2,000 feet immediately after installation has been completed. 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. The amount of leakage which will be permitted shall be in accordance with AWWA C605 Standards for all pressure pipe. No pipe installation shall be accepted if the leakage is greater than that determined by the following formula. L = SD(P)1/2 133,200* L = Leakage in gallons per hour S = Length of pipe in feet D = Nominal diameter in inches P = Pressure in psi * Note: If 20-foot pipe lengths are used, factor to be 148,000 4. Visible leaks shall be corrected regardless of total leakage shown by test. Testing shall be in accordance with the applicable provisions of AWWA Standard C605 Section 7. NOTE: TEST DURATION SHALL BE AT LEAST TWO HOURS. 5. 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 City. WTP i & 3 Wellfield Expansion Phase 11 City of Clearwater Project #. 07-0037-UT McKim & Creed Project #. 0992-0190 Section IVa PVC Pipe with Couplings for Directional Drilling 15063-5 6. Water for testing and flushing shall be provided by the Contractor as described in Section 02071, Paragraph 3.5.A. 7. 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. 8. Notice of Test: The Contractor shall give the City of Clearwater 48 hours advance notice of the time when the installation is ready for hydrostatic testing. END OF SECTION WTP 1 & 3 Wellfleld Expansion Phase ll Section lVa City of Clearwater Project #: 07-0037-UT PVC Pipe with Couplings for Directional Drilling McKim & Creed Project #: 0992-0190 15063-6 F7 L SECTION 15065 - HIGH DENSITY POLYETHYLENE (HDPE) PIPE PART 1-GENERAL 1.1 DESCRIPTION OF WORK A. This Section includes materials and methods of installation of HDPE pipe. The pipe is intended for use as a pressure-rated raw or potable water delivery system. 1.2 SUBMITTALS A. Provide manufacturer's Certificate of Compliance with specified requirements. 1.3 HANDLING AND STORAGE A. All pipe, fittings, valves and accessories shall be loaded and unloaded by lifting with hoists or by skidding in order to avoid shock or damage. Under no circumstances shall materials be dropped. Pipe handled on skidways shall not be rolled or skidded against pipe on the ground. Slings, hooks or pipe tongs shall be padded and used in such a manner as to prevent damage to the exterior surface or interior of the pipe. B. Materials, if stored, shall be kept safe from damage. The interior as well as all sealing surfaces of all pipe, fittings, and other appurtenances shall be kept free from dirt or foreign matter at all times. Valves shall be drained and stored in a manner that will protect them from damage or freezing. C. Pipe stored outside and exposed to prolonged periods of sunlight shall be covered with canvas or other opaque material. Air circulation shall be provided under covering. D. Pipe shall not be stacked higher than the limits recommended by the manufacturer. The bottom tiers shall be kept off the ground on timbers, rails, or concrete. Pipe shall not be stored close to heat sources. E. Gaskets for fittings 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 4 REFERENCE DOCUMENTS . A. Ductile Iron Pipe A.N.S.I. A21-51. B. HDPE Pipe AWWA C906. C. HDPE Pipe AWWA C901. D. Water Resources Act, Chapter 373, F.S. E. Chapter 17-40 Florida Administrative Code. 1 WTP 1 & 3 Wellfield Expansion Phase 11 City of Clearwater Project #: 07-0037-UT McKim & Creed Project #. 0992-0190 Section IVA High Density Polyethylene (HDPE) Pipe 15065-1 F. Chapter 17-610 Florida Administrative Code. G. American National Standards Institute (ANSI). H. American Water Works Association (AWWA). American Society for Testing Materials (ASTM) I J. American Association of State Highway Transportation Officials (AASHTO). K. American Society of Sanitary Engineers (ASSE). L. Plastic Pipe Institute (PPI). 1.5 SHOP DRAWINGS AND SUBMITTALS A. In general, shop drawings and related manufacturer's product certification shall be made in accordance with the General and Special Conditions of the Contract 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. 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. Detail drawings of all Drilling Pits. 5. Service Connections. 6. Valves and Valve Boxes. 7. Paint - Manufacturer's information and color sample. 8. All Appurtenant Items. B. Certification and test reports for the materials, manufacturing, and testing of the types of pipe supplied shall be performed and furnished by the pipe manufacturer in accordance with the latest standards of the industry as described in Sub- section 1.2 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. WTP 1 & 3 Wellfield Expansion Phase H Section IVa , City of Clearwater Project #: 07-0037-UT High Density Polyethylene (HDPE) Pipe McKim & Creed Project #. 0992-0190 15065-2 I PART 2 - PRODUCTS 2.1 REFERENCES A. The following documents are a part of this Section. Where this Specification section differs from these documents, the requirements of this section shall apply. 1. ASTM D1248-84, Polyethylene Plastics Molding and Extrusion Materials. 2. ASTM D3350-84, Polyethylene Plastic Pipe and Fittings Material. 3. ASTM F714-85, Polyethylene (PE) Plastic Pipe (SDR-PR) Based on Outside Diameter. 4. ASTM D2513, Standard Specifications for Thermoplastic Gas Pressure Pipe, Tubing and Fittings 1 2.2 HIGH DENSITY POLYETHYLENE PIPE AND FITTINGS A. General 1. All High Density Polyethylene (HDPE) shall be manufactured by Driscopipe, a subsidiary of Phillips Petroleum Company; PLEXCO, Division of Chevron Chemical Company; or approved equal. 2. All HDPE piping system components shall be the products of one manufacturer and shall be listed with the Plastic Pipe Institute. 1 3. Raw water pipe shall be permanently co-extruded with white striping on pipe outside surface. B. . HDPE Pipe Specifications 1. High Density Polyethylene pipe 4-inches diameter and larger shall conform to material standard ASTM D3350 345464 C cell classification rated as PE 3408 by the Plastics Pipe Institute. Minimum pressure rating shall be 160 psi SDR 11 (Standard Dimension Ratio) for pipe sizes greater than 4 inches in diameter. For pipe sizes 2-inches and smaller in diameter, the minimum pressure rating shall be 200 psi SDR 9. All pipe 4-inches in diameter and greater shall have a ductile iron pipe O.D. Pressure ratings are at standard test conditions and temperature of 73.4° F (23° C). 2. The polyethylene compound shall be suitably protected against degradation by ultraviolet light by means of carbon black, well dispersed by precompounding in a concentration of not less than 2 percent. 3. The maximum allowable hoop stress shall be 800 psi at 73.4 degrees F. 4. The pipe manufacturer shall be listed with the Plastic Pipe Institute as meeting the recipe and mixing requirements of the resin manufacturer for the resin used to manufacture the pipe in this project. WTP 1 & 3 Wellfield Expansion Phase 11 City of Clearwater Project #: 07-0037-UT McKim & Creed Project #: 0992-0190 Section lVa High Density Polyethylene (HDPE) Pipe 15065-3 11 C. Fittings 1. All fittings for HDPE pipe 4" and larger, except for D.I/HDPE Mechanical Joint Adaptors, shall be compact ductile iron mechanical joint fittings. If a fitting is unavailable as a compact ductile iron mechanical joint fitting, then a regular ductile iron mechanical joint fitting may be used. See Section 15062. 2. D.I./HDPE Mechanical Joint Adaptors a) The manufacturer of the HDPE pipe shall supply all DJ./HDPE mechanical joint adaptors and accessories required to perform the work as shown on the Drawings. b) The D.I./HDPE mechanical joint adaptor shall consist of: 1) A molded or fabricated HDPE mechanical joint transition fitting 2) A standard rubber gasket for a D.I. mechanical joint. 3) A D.I. mechanical joint backup drive ring. 4) Cor-Ten mechanical joint tee bolts. 5) A stainless steel stiffener inserted in the MJ end of the HDPE transition fitting. c) The D.I./HDPE mechanical joint adaptor shall be connected to the HDPE pipe by a heat-fused joint on one end, and connected to a ductile iron pipe valve, or fitting with a mechanical joint on the other end. d) The tee bolts and backup drive ring shall act as a joint restraint to keep the connecting pieces from pulling apart. e) The HDPE transition fitting shall be molded or fabricated by the manufacturer of the HDPE pipe. All molded fittings shall be fully pressure rated to match the SDR pressure rating for which they are made. Fabricated fittings shall be rated for internal pressure service equivalent to the full pressure rating of the mating pipe. f) If rework compounds are required, only those generated in the manufacturer's own plant from resin compounds of the same class and type from the same raw material supplier shall be used. g) Solvent epoxy cementing and mechanical joining with bolt on wrap around clamps shall not be used for connections. 3. Steel / HDPE Transition Fittings a) Steel / HDPE transition fittings shall meet the requirements of ASTM D2513 and D638 having welded, threaded or flanged ends as required for the application. Steel surfaces shall have epoxy coating. Transition fittings shall be "Double 'O' Seal" as manufactured by Central Plastics or Engineer approved equal. D. HDPE Pipe Jointing Method 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 WTP 1 & 3 Wellfield Expansion Phase ll City of Clearwater Project #: 07-0037-UT McKim & Creed Project #: 0992-0190 Section lVa High Density Polyethylene (HDPE) Pipe 15065-4 complete the project. The date of technician certification shall not exceed 12 months before commencing construction. 2. All HDPE pipe joined by butt-fusion shall be made from the same class and type of raw material made by the same raw material supplier. 3. Butt-fusion means the butt-joining of the pipe by softening the aligned faces of the pipe ends in a suitable apparatus and pressing them together under controlled pressure. 4. The internal and external beads resulting from the butt-fusion process shall be visible and examined for penetration 360 degrees around the pipe diameter. 5. Short pieces of pipe between valves and fittings shall be DIP, with all joints retrained for sizes 3-inches and larger. For 2-inch, the short pieces shall be brass or Sch. 80 with IP threads and DI, HDPE or brass fittings and all joints restrained. 6. No electrofusion will be allowed. PART 3 - EXECUTION 3.1 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. B. All polyethylene pipe shall be installed with a tracer wire of the type specified. 3.2 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 City, the methods of manufacture fail to secure uniform results, or where the materials used are such I as to produce inferior pipe or fittings. 3.3 TRANSPORTATION A. Care shall be taken during transportation of the pipe that it is not cut, kinked, or otherwise damaged. WTP 1 & 3 Wellfield Expansion Phase H Section lVa City of Clearwater Project #. 07-0037-UT High Density Polyethylene (HDPE) Pipe McKim & Creed Project #. 0992-0190 15065-5 1 3A 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. 3.5 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, or hooks inserted into the pipe ends shall not be used. Two slings spread apart shall be used for lifting each length of pipe. Pipe or fittings shall not be dropped onto rocky or unprepared ground. Slings for handling the pipeline shall not be positioned at butt-fused joints. Sections of the pipes with cuts and gouges exceeding 10 percent of the pipe wall thickness or kinked sections shall be removed and the ends rejoined. The dragging of HDPE pipe along asphalt and concrete paving will not be allowed. B. The open ends of all sections of joined and/or installed pipe (not in service) shall be plugged at night to prevent animals or foreign material from entering the pipe line or pipe section. C. Waterproof nightcaps of approved design may be used but they shall be so constructed that they will prevent the entrance of any type of natural precipitation into the pipe and will be fastened to the pipe in such a manner that the wind cannot blow them loose. D. The practice of stuffing cloth or paper in the open ends of the pipe will not be permitted. E. Where possible, the pipe shall be raised and supported at a suitable distance back from the open end such that the open end will be below the level of the pipe at the point of support. 3.6 LAYING PIPE A. HDPE Pipe by Directional Drilling - See Section 02071 Directional Drilling. B. HDPE Pipe by Open Cut - See Section 15062 3.2 Underground Pipe Installation and 3.3 Pipe Installation. C. Joints: All HDPE pipe shall be jointed by the heat fusion process which produces homogeneous, seal, leak tight joints. WTP 1 & 3 Wellfield Expansion Phase ll Section IVa City of Clearwater Project #: 07-0037-UT High Density Polyethylene (HDPE) Pipe McKim & Creed Project #. 0992-0190 15065-6 2. Restrained mechanical joints shall be provided at tie-ins with valves and other pipe materials. D. Butt Fusion Testing. 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" or 30 times the wall thickness in length with the fusion in the center, and minimum of 1" 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. 3.7 FLUSHING, PIGGING AND CHLORINATION OF WATER MAINS A. See Section 15120 - Flushing, Pigging & Chlorination. 3.8 PRESSURE TESTING AND LEAKAGE A. Hydrostatic Tests - General I L? All HDPE piping shall be hydrostatically tested aboveground to 60 psi with water from an approved source. While under pressure, the pipeline shall be visually inspected, with particular attention paid to the fused joints. The time which the pipe is held under pressure should be as needed to visually inspect the pipe, but no more than one (1) hour. The pipe shall be hydrostatically tested again per Part 3.8 after installation. 2. IMMEDIATE testing after HDD installation is specifically disallowed by the PPI guidelines. Pipe needs time for relaxation after the stress of pulling into place. 3. The piping shall be tested between valved sections to a maximum length of 2,000 feet immediately after open cut installation and back-filling has been completed. 4. In testing, the part of the system under test shall be filled with water and subjected to a sustained test pressure. 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. 5. 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 Project Representative. The pressure gauges or data recorders should be calibrated and sufficiently sized to provide mid-range data, easy reading, interpretation, and accuracy of resolution to ±2.0 psi. The test pressure should be taken at the position in the pipeline at the lowest point in elevation along the test WTP 1 & 3 Wel field Expansion Phase 11 City of Clearwater Project #. 07-0037-UT McKim & Creed Project #: 0992-0190 Section lVa High Density Polyethylene (HDPE) Pipe 15065-7 t section's vertical pipeline profile. All pressure and leakage testing shall be done in the presence of the Project Representative. I B. Hydrostatic Testing for High Density Polyethylene Pipe: HDPE hydrostatic testing shall be done in accordance with ASTM 2164- 02 as briefly described below. Testing phase shall last 2-hours. 2. Prior to hydrostatic testing, the HDPE pipe shall be pressurized and allow time to equilibrate and stretch. 3. For any test pressure from 1.0 to 1.5 times the system design pressure, the total test time including initial pressurization, initial expansion, and time at test pressure, shall not exceed eight (8) hours. If the pressure test is not completed due to leakage, equipment failure or other reason, the test section shall be de-pressurized, and allowed to "relax" for at least eight (8) hours before bringing the test section up to test pressure again. 4. The test procedure consists of initial expansion, and the test phase: a) During the initial expansion phase, the test section is pressurized to 10 psi above the test pressure (see Table A for Expansion Pressure), and sufficient make-up water is added each hour for three (3) hours to return to the expansion phase pressure. b) After the initial expansion phase, about four (4) hours after pressurization, the test phase begins. C) During the test phase, the pipe is stabilized at the test pressure (see Table A). The pressure shall remain steady within 5%p of this target value for two (2) hours. If the pressure falls below 5% of the test pressure (see Table A), leakage or insufficient expansion is indicated, and the test shall be repeated after the pipe is allowed to "relax" as indicated above. Makeup water is not allowed during the test phase. TABLE A Pipe Class Expansion Pressure Test Pressure 5% Pressure Reduction SDR 17 150 psi 140 psi 133 psi SDR 13.5 170 psi 160 psi 152 psi SDR 11 170 psi 160 psi 152 si SDR 9 210 psi 200 psi 190 psi 3.9 CONNECTIONS TO EXISTING SYSTEM A. Connections to existing raw water mains shall be made as shown on the Contract Drawings. Coordination between the City and the Contractor shall be required in order to accomplish this task. The Contractor shall supply connection, procedure, and schedules to the City, for approval, two (2) weeks prior to the proposed connection date. END OF SECTION WTP 1 & 3 Welifield Expansion Phase H Section IVA City of Clearwater Project #. 07-0037-UT High Density Polyethylene (HDPE) Pipe McKim & Creed Project #. 0992-0190 15065-8 [1 1 SECTION 15066 - TRACER WIRE AND ALARMING TAPE PART 1 - GENERAL 1.1 TRACER WIRE 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) 12-gauge minimum extra high strength (EHS) carbon steel inner core reinforcement directional drill tracer wires taped to the top of the pipe at intervals no greater than 4-feet. The wire shall have a minimum tensile strength/break load of 1,150 lbs. C. The locator wires shall have colored insulation matching the type of service provided in the main and be acceptable for direct burial. D. The wire is to be tied to all valves, tees and elbows. E. The locator wires shall be brought up to the surface through a 2-inch PVC pipe. F. The wires shall each be continuous throughout the project, with splices made only by methods approved by the Owner's Project Representative. G. All splices of the wires shall be made with watertight connections, utilizing Direct Bury Splice Kits as manufactured by 3M or approved equal. Bury Splice Kits shall be installed in accordance with the Manufacturer's recommendations. H. Contractor shall perform a 12 volt DC electrical continuity test on the wires. No more than one volt of loss per 1000 feet of mainline pipe will be acceptable. At least one wire of the locator wire system shall pass the 12 volt DC electrical continuity test prior to final acceptance of the pipeline. Any cuts or breaks in the wire shall be repaired by the Contractor at his expense. 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 reschedule when the wire will pass. J. Contractor shall install tracer wire on all services to be installed from a main under the roadway within a cul-de-sac. The tracer wire should be tied into the wire on the main as per the specs and looped into the RCW meter box. 1 1.2 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: WTP 1 & 3 Wellfield Expansion Phase H City of Clearwater Project #: 07-0037-UT McKim & Creed Project #. 0992-0190 Section IVA Tracer Wire and Alarming Tape 15066-1 F", LJ Film Legend Film Color Electric line below Red Telephone line below Orange Water line below Blue Sewer line below Green Nonpotable water below Brown Reclaimed water below Purple (Pantone 522C) Raw water below Olive Green 1. Install tape directly above each buried utility at a depth of 18-inches below final grade . PART 2 -- PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTION WTP 1 & 3 Wellfield Expansion Phase H Section lVa City of Clearwater Project #: 07,0037-UT Tracer Wire and Alarming Tape McKim & Creed Project #; 0992-0190 15066-2 SECTION 15068 --- FUSIBLE PVC PIPE PART 1-GENERAL 1.1 DESCRIPTION OF WORK A. Scope 1. This section specifies fusible polyvinylchloride pipe, including standards for dimensionality, testing, quality, acceptable fusion practice, safe handling and storage. B. Pipe Description 1. Pipe Supplier shall furnish fusible polyvinylchloride pipe conforming to all applicable standards and procedures, and meeting all applicable testing and material properties as described by those standards or within this specification. 1.2 QUALITY ASSURANCE A. References 1. This section contains references to the following documents. They are a part of this section as specified and modified. Where a referenced document contains references to other standards, those documents are included as references under this section as if referenced directly. In the event of a conflict between the requirements of this section and those of the listed documents, the requirements of this section shall prevail 2. Unless otherwise specified, references to documents shall mean the documents in effect at the time of construction. If referenced documents have been discontinued by the issuing organization, references to those documents shall mean the replacement documents issued or otherwise identified by that organization or, if there are no replacement documents, the last version of the document before it was discontinued I t 3. Where document dates are given in the following listing, references to those documents shall mean the specific document version associated with that date, regardless of whether the document has been superseded by a version with a later date, discontinued or replaced. Reference Title ANSI/AWWA American National Standard for Ductile-Iron and Gray-Iron C110/A21.10 Fittings, 3-inch through 48-inch, for Water and Other Liquids ANSI/AWWA American National Standard for Rubber-Gasket Joints for Ductile- C111/A21.11 Iron Pressure Pipe and Fittings Standard for Underground Installation of Polyvinyl Chloride (PVC) AWWA C605 Pressure Pipe and Fittings for Water AWWA C651 Standard for Disinfecting Water Mains WTP 1 & 3 Wellfield Expansion Phase H City of Clearwater Project #: 07-0037-UT McKim & Creed Project #., 0992-0190 Section IVa Fusible PVC Pipe 15068-1 1 Reference Title Standard for Polyvinyl Chloride (PVC) Pressure Pipe and AWWA C900 Fabricated Fittings, 4 in. through 12 in. (100mm through 300mm), for Water Distribution Standard for Polyvinyl Chloride (PVC Pressure Pipe and AWWA C905 Fabricated Fittings, 14 in. through 48 in. (350mm-1200mm), for Water Distribution AWWA M23 AWWA Manual of Supply Practices PVC Pipe-Design and Installation, Second Edition ASTM C923 Standard Specification for Resilient Connectors Between Reinforced Concrete Manhole Structures, Pipes and Laterals ASTM D1784 Rigid Poly (Vinyl Chloride) (PVC) Compounds and Chlorinated Pol (Vinyl Chloride CPVC Compounds ASTM D1785 Poly (Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80, and 120 Test Method for Degree of Fusion of Extruded ASTM D2152 Poly(Vinyl Chloride) (PVC) Pipe and Molded Fittings by Acetone Immersion ASTM D2241 Pol in I Chloride PVC Plastic Pie 5DR-PR ASTM D2665 Poly (Vinyl Chloride) (PVC) Plastic Drain, Waste, and Vent Pipe and Fittings ASTM D3034 Standard Specification for Type PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings ASTM F477 Elastomeric Seals Gaskets for Joining Plastic Pipe ASTM F679 Standard Specification for Poly(Vinyl Chloride) (PVC) Large Diameter Plastic Gravity Sewer Pipe and Fittings ASTM F1057 Standard Practice for Estimating the Quality of Extruded Poly (Vinyl Chloride PVC Pipe b the Heat Reversion Technique ASTM F1417 Standard Test Method for Installation Acceptance of Plastic Gravi Sewer Lines Using Low-Pressure Air UNI-PUB-6 Recommended Practice for Low-Pressure Air Testing of Installed Sewer Pipe Recommended Practice for the Direct Tapping of Polyvinyl UNI-PUB-8 Chloride (PVC) Pressure Water Pipe (Nominal Diameters 6-12 Inch NSF-14 Plastics Pi in S stem Com onents and Related Materials NSF-61 Drinking Water System Components--Health Effects PPI TR-2 PVC Ran a Composition Listing of Qualified Ingredients 11 i WTP 1 & 3 Wellfield Expansion Phase ll Section lVa City of Clearwater Project #: 07-0037-UT Fusible PVC Pipe McKim & Creed Project #; 0992-0190 15068-2 B. Manufacturer Requirements 1. Fusible polyvinylchloride pipe shall be tested at the extrusion facility for properties required to meet all applicable parameters as outlined in either AWWA C900, AWWA C905, applicable sections of ASTM D2241, ASTM D3034, or ASTM F679. Testing priority shall be in conformance with AWWA C900 and AWWA C905, except for pipe made to the ASTM D3034 or ASTM F679 standards, which shall be tested to those standards. All piping shall be made from a PVC compound conforming to cell classification 12454 per ASTM D178. C. Fusion Technician Requirements 1. Fusion Technician shall be fully certified by the pipe supplier to join fusible polyvinylchloride pipe of the type(s) and size(s) being used. Qualification shall be current as of the actual date of fusion performance on the project. D. Specified Pipe Suppliers 1. Fusible polyvinylchloride pipe shall be used as manufactured under the trade names Fusible 0-9000, Fusible C-9059, and FPVCTM, for Underground Solutions, Inc., Poway, CA, (858) 679-9551. Fusion process shall be as patented by Underground Solutions, Inc., Poway, CA, Patent No. 6,982,051 or approved equal. E. Pre-construction Submittals 1. The following product data is required from the pipe supplier and/or fusion provider: a) Name of the pipe manufacturer and a list of the materials to be provided by manufacturer. This will include: 1) Pipe Size 2) Dimensionality 3) Pressure Class per applicable standard 4) Color 5) Recommended Minimum Bending Radius 6) Recommended Maximum Safe Pull Force b) Pipe and fusion joint warranty information. C) Written procedural documentation for piping products including proper handling and storage, installation, tapping, and testing. d) Fusion technician qualification indicating conformance with this specification. F. Post-construction Submittals 1. The following AS-RECORDED DATA is required from the contractor and/or fusion provider upon request: a) Fusion report for each fusion joint performed on the project, including joints that were rejected. Specific requirements of the Fusion Technician's joint report shall include: 1) Pipe Size and Thickness WTP 1 & 3 Wellfield Expansion Phase 11 Section 1Va City of Clearwater Project #: 07-0037-UT Fusible PVC Pipe McKim & Creed Project #: 0992-0190 15068-3 2) Machine Size 3) Fusion Technician Identification 4) Job Identification 5) Fusion Number 6) Fusion, Heating, and Drag Pressure Settings 7) Heat Plate Temperature 8) Time Stamp 9) Heating and Cool Down Time of Fusion 10) Ambient Temperature PART 2 - PRODUCTS 2.1 FUSIBLE POLYVINYLCHLORIDE PRESSURE PIPE FOR RAW WATER A. Fusible polyvinylchloride pipe shall conform to AWWA C900 or AWWA C905, and/or ASTM D2241. Testing shall be in accordance with AWWA standards for all pipe types. B. Rework material shall be allowed per AWWA C900 and AWWA C905 standards. C. Fusible polyvinylchloride pipe shall be extruded with plain ends. The ends shall be square to the pipe and free of any bevel or chamfer. There shall be no bell or gasket of any kind incorporated into the pipe. D. Fusible polyvinylchloride pipe shall be manufactured in a standard 20', 30' or 40' nominal length. E. Fusible polyvinylchloride pipe shall be blue in color for potable water use. F. Pipe generally shall be marked per AWWA C900 or AWWA C905, and shall include as a minimum: 1. Nominal pipe size 2. PVC 3. Dimension Ratio, Standard Dimension Ratio or Schedule 4. AWWA pressure class or standard pressure rating for non-AWWA pipe 5. AMA Standard designation number or pipe type for non-AWWA pipe 6. NSF-61 mark verifying suitability for potable water service 7. Inscribed "Raw Water Main" in olive green stenciling 8. Extrusion production-record code 9. Trademark or trade name 10. Cell Classification 12454 and/or PVC material code 1120 may also be included G. Pipe shall be homogeneous throughout and be free of visible cracks, holes, foreign material, blisters, or other deleterious faults. 2.2 FUSION JOINTS A. Unless otherwise specified, fusible polyvinylchloride pipe lengths shall be assembled in the field with butt-fused joints. The Contractor shall follow the pipe supplier's written instructions for this procedure. All fusion joints shall be completed as described in this specification. WTP 1 & 3 Wellfield Expansion Phase 11 City of Clearwater Project #: 07-0037-UT McKim & Creed Project #: 0992-0190 Section IVa Fusible PVC Pipe 15068-4 I'] r t 2.3 CONNECTIONS AND FITTINGS FOR PRESSURE APPLICATIONS A. Connections shall be defined in conjunction with the coupling of project piping, as well as the tie-ins to other piping systems. B. Ductile Iron Mechanical and Flanged Fittings: Acceptable fittings for use with fusible polyvinylchloride pipe shall include standard ductile iron fittings conforming to AWWA/ANSI C110/A21.10 and AWWA/ANSI C111/A21.11. 1. Connections to fusible polyvinylchloride pipe may be made using a restrained or non-restrained retainer gland product for PVC pipe, as well as for MJ or flanged fittings. 2. Bends, tees and other ductile iron fittings shall be restrained with the use of thrust blocking or other means as indicated in the construction documents. 3. Ductile iron fittings and glands must be installed per the manufacturer's recommendations and instructions. C. PVC Gasketed, Push-on Fittings: Acceptable fittings for use with fusible polyvinylchloride pipe shall include standard PVC pressure fittings conforming to AWWA C900 or AWWA C905. G' 1. Acceptable fittings for use joining fusible polyvinylchloride pipe other sections of fusible polyvinylchloride pipe or other sections of PVC pipe shall include gasketed PVC, push-on type couplings and fittings, including bends, tees, and couplings as shown in the drawings. 2. Bends, tees and other PVC fittings shall be restrained with the use of thrust blocking or other restraint products as indicated in the construction documents. 3. PVC gasketed, push-on fittings and mechanical restraints, if used, must be installed per the manufacturer's recommendations. D. Sleeve-type Couplings Sleeve-type mechanical couplings shall be manufactured for use with PVC pressure pipe, and may be restrained or unrestrained as indicated in the construction documents. 2. Sleeve-type couplings shall be rated at the same or greater pressure carrying capacity as the pipe itself. E. Expansion and Flexible Couplings 1. Expansion-type mechanical couplings shall be manufactured for use with PVC pipe, and may be restrained or unrestrained as indicated in the construction documents. 2. Expansion-type mechanical couplings shall be rated at the same or greater pressure carrying capacity as the pipe itself. WTP 1 & 3 Wellfield Expansion Phase 0 City of Clearwater Project #: 07-0037-UT McKim & Creed Project #. 0992-0190 Section Iva Fusible PVC Pipe 1508$-5 11 F. Connection Hardware: Bolts and nuts for buried service shall be made of non- corrosive, high-strength, low-alloy steel having the characteristics specified in ANSI/AWWA C111/A21.11, regardless of any other protective coating. PART 3 - EXECUTION 3.1 DELIVERY AND OFF-LOADING A. All pipe shall be bundled or packaged in such a manner as to provide adequate protection of the ends during transportation to the site. Any pipe damaged in shipment shall be replaced as directed by the Owner or Engineer. B. Each pipe shipment should be inspected prior to unloading to see if the load has shifted or otherwise been damaged. Notify Owner or Engineer immediately if more than immaterial damage is found. Each pipe shipment should be checked for quantity and proper pipe size, color and type. C. Pipe should be loaded, off-loaded, and otherwise handled in accordance with AWWA M23, and all pipe supplier's instructions and recommendations shall be followed. D. Off-loading devices such as chains, wire rope, chokers, or other pipe handling implements that may scratch, nick, cut, or gouge the pipe are strictly prohibited. E. During removal and handling, be sure that the pipe does not strike anything Significant impact could cause damage, particularly during cold weather. F. If appropriate unloading equipment is not available, pipe may be unloaded by removing individual pieces. Care should be taken to insure that pipe is not dropped or damaged. Pipe should be carefully lowered, not dropped, from trucks. 3.2 HANDLING AND STORAGE A. Any length of pipe showing a crack or which has received a blow that may have caused an incident fracture, even though no such fracture can be seen, shall be marked as rejected and removed at once from the work. Damaged areas, or possible areas of damage may be removed by cutting out and removing the suspected incident fracture area. Limits of the acceptable length of pipe shall be determined by the Owner or Engineer. B„ Any scratch or gouge greater than 10% of the wall thickness will be considered significant and can be rejected unless determined acceptable by the Owner or Engineer. C. Pipe lengths should be stored and placed on level ground. Pipe should be stored at the job site in the unit packaging provided by the manufacturer. Caution should be exercised to avoid compression, damage, or deformation to the ends of the pipe. The interior of the pipe, as well as all end surfaces, should be kept free from dirt and foreign matter. WTP 1 & 3 Wellfield Expansion Phase ll City of Clearwater Project #: 07-0037-UT McKim & Creed Project #: 0992-0190 Section IVa Fusible PVC Pipe 15068-6 I D. Pipe shall be handled and supported with the use of woven fiber pipe slings or approved equal. Care shall be exercised when handling the pipe to not cut, gouge, scratch or otherwise abrade the piping in any way. E. If pipe is to be stored for periods of 1 year or longer, the pipe should be shaded or otherwise shielded from direct sunlight. Covering of the pipe which allows for temperature build-up is strictly prohibited. Pipe should be covered with an opaque material while permitting adequate air circulation above and around the pipe as required to prevent excess heat accumulation. F. Pipe shall be stored and stacked per the pipe supplier's instructions and recommendations. 3.3 FUSION PROCESS A. GENERAL 1. Fusible polyvinylchloride pipe will be handled in a safe and non- destructive manner before, during, and after the fusion process and in accordance with this specification and pipe supplier's recommendations. 2. Fusible polyvinylchloride pipe will be fused by certified fusion technicians, as documented by the pipe supplier. 3. Each fusion joint shall be recorded and logged by an electronic monitoring device (data logger) affixed to the fusion machine. 4. Only appropriately sized and outfitted fusion machines that have been approved by the pipe supplier shall be used for the fusion process. Fusion machines must incorporate the following properties, including the following elements: a) HEAT PLATE - Heat plates shall be in good condition with no deep gouges or scratches. Plates shall be clean and free of any debris or contamination. Heater controls shall function properly; cord and plug shall be in good condition. The appropriately sized heat plate shall be capable of maintaining a uniform and consistent heat profile and temperature for the size of pipe being per the pipe supplier's recommendations fused . , b) CARRIAGE - Carriage shall travel smoothly with no binding at less than 50 psi. Jaws shall be in good condition with proper inserts for the pipe size being fused. Insert pins shall be installed with no interference to carriage travel. C) GENERAL MACHINE - Overview of machine body shall yield no obvious defects, missing parts, or potential safety issues during fusion. d) DATA LOGGING DEVICE - The current version of the pipe supplier's recommended and compatible software shall be used. Protective case shall be utilized for the hand held wireless portion of the unit. Datalogger operations and maintenance manual shall t WTP 1 & 3 Wellfield Expansion Phase 11 City of Clearwater Project #. 07-0037-UT McKim & Creed Project #: 0992-0190 Section lVa Fusible PVC Pipe 15068-7 be with the unit at all times. If fusing for extended periods of time, an independent 110V power source shall be available to extend battery life. 5. Other equipment specifically required for the fusion process shall include the following: a) Pipe rollers shall be used for support of pipe to either side of the machine. b) A weather protection canopy that allows full machine motion of the heat plate, fusion assembly and carriage shall be provided for fusion in inclement and /or windy weather. C) Fusion machine operations and maintenance manual shall be kept with the fusion machine at all times. d) Facing blades specifically designed for cutting fusible polyvinylchloride pipe. B. JOINT RECORDING 1. Each fusion joint shall be recorded and logged by an electronic W monitoring device (data logger) connected to the fusion machine. The fusion data logging and joint report shall be generated by software developed specifically for the butt-fusion of thermoplastic pipe. The software shall register and/or record the parameters required by the pipe supplier and these specifications. Data not logged by the data logger shall be logged manually and be included in the Fusion Technician's joint report. 3.4 GENERAL INSTALLATION A. Installation instructions from the pipe supplier shall be followed for all installations. B. The fusible polyvinylchloride pipe will be installed in a manner so as not to exceed the recommended bending radius. C. Where fusible polyvinylchloride pipe is installed by pulling in tension, the recommended Safe Pulling Force, according to the pipe supplier, will not be exceeded. D. The Contractor is responsible for pigging of raw water mains and distribution pipes prior to disinfection. 3.5 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: I WTP 1 & 3 Welifield Expansion Phase 11 Section iVa' City of Clearwater Project #. 07-0037-UT Fusible PVC Pipe McKim & Creed Project #: 0992-0190 15068-8 II 1. Field verify location, size, piping material and piping system of the existing pipe. 2. Obtain all required fittings, which may include saddles, sleeve type couplings, flanges, tees, or others as shown in the construction documents. 3. Have installed all temporary pumps and/or pipes in accordance with established connection plans. 4. Have on hand necessary pipe stoppers, pancake flanges or other items which may be necessary, should an existing valve or appurtenance fail to seal properly. B. Unless otherwise approved by the Engineer, new piping systems shall be completely assembled and successfully tested prior to making connections into existing pipe systems. 3.6 PIPE SYSTEM CONNECTIONS A. Pipe connections shall be installed per applicable standards and regulations, as well as per the connection manufacturer's recommendations and as indicated in the construction documents. Pipe connections to structures shall be installed per applicable standards and regulations, as well as per the connection manufacturer's recommendations. 3.7 TAPPING FOR POTABLE AND NON-POTABLE WATER APPLICATIONS A. Tapping shall be performed using standard tapping saddles designed for use on PVC piping in accordance with AWWA C605. Tapping shall be performed only with use of tap saddles or sleeves. NO DIRECT TAPPING WILL BE PERMITTED. Tapping shall be performed in accordance with the applicable sections for Saddle Tapping per Uni-Pub-8. B. All other connections requiring a larger diameter shall be made with a pipe connection as specified and indicated on the drawings. C. Equipment used for tapping shall be made specifically for tapping PVC pipe: 1. Tapping bits shall be slotted "shell" style cutters, specifically made for PVC pipe. `Hole saws' made for cutting wood, steel, ductile iron, or other materials are strictly prohibited. 2. Manually operated or power operated drilling machines may be used. D. Taps may be performed while the pipeline is filled with water and under pressure (`wet' tap), or when the pipeline is not filled with water and not under pressure (`dry' tap)- 3.8 FLUSHING, PIGGING AND CHLORINATION OF WATER MAINS A. See Section 15120 - Flushing, Pigging & Chlorination. WTP 1 & 3 Wel/fleld Expansion Phase 11 City of Clearwater Project #. 07-0037-UT McKim & Creed Project #: 0992-0190 Section lVa Fusible PVC Pipe 15068-9 3.9 PRESSURE TESTING A. Testing shall comply with all local building codes, statutes, standards, local jurisdiction, and laws. B. Hydrostatic Testing And Leakage Testing For Pressure Piping 1. Hydrostatic and leakage testing shall comply with AWWA C605. 2. For a simultaneous hydrostatic and leakage test, following installation, a pressure equal to 150% of working pressure at point of test is applied. The minimum test pressure shall be 150 psi. The duration of the pressure test is for two (2) hours. 3. If hydrostatic testing and leakage testing are performed at separate times, follow procedures as outlined in AWWA C605. 4. In preparation for pressure testing the following parameters must be followed: a) All air must be vented from the pipeline prior to pressurization. This may be accomplished with the use of the air relief valves or corporation stop valves, vent piping in the testing hardware or end caps, or any other method which adequately allows air to escape the pipeline at all high points. Venting may also be accomplished by `flushing' the pipeline in accordance with the parameters and procedures as described in AWWA C605. b) The pipeline must be fully restrained prior to pressurization. This includes complete installation of all mechanical restraints per the manufacturer's instructions and recommendations, whether permanent or temporary to the final installation. This also includes the installation and curing of any and all required thrust blocking. All appurtenances included in the pressure test, including valves, blow-offs, and air-relief valves shall be checked for proper installation and restraint prior to the beginning of the test. C) Temporary pipeline alignments that are being tested, such as those that are partially installed in their permanent location shall be configured to minimize the amount of potentially trapped air in the pipeline. END OF SECTION WTP 1 & 3 Wellfield Expansion Phase 11 City of Clearwater Project #: 07-0037-UT McKim & Creed Project #: 0992-0190 Section lVa Fusible PVC Pipe 1506810 I SECTION 15100 -VALVES AND APPURTENANCES PART 1-GENERAL 1.1 SCOPE OF WORK A. Furnish all labor, materials, equipment and incidentals required and install complete and ready for operation all valves and appurtenances as shown on the Drawings and as specified herein. B. All valves and appurtenances shall be of the size shown on the Drawings and to the extent possible, all equipment of the same type shall be from one manufacturer. C. All valves and appurtenances shall have the name of the maker and the working pressure for which they are designed cast in raised letters upon some appropriate part of the body. D. The equipment shall include, but not be limited to, the following: 1. Resilient Seated Gate Valves 2. Small Gate Valves 3. Ball Valves 4. 5. Combination Air Release Valves Service Saddle and Corporation Stop 6. Manual Valve Actuators 7. Valve Boxes 8. Flange Adapter Couplings 9. Solid Sleeve Couplings 10. Restraining Clamps 11. Mechanical Sleeve Seals 12. Tapping Sleeves and Valves 1.2 DESCRIPTION OF SYSTEMS A. All of the equipment and materials specified herein are intended to be standard for use in controlling the flow of potable water. 1.3 QUALIFICATIONS A. All of the types of valves and appurtenances shall be products of well established reputable firms who are fully experienced, reputable and qualified in the manufacture of the particular equipment to be furnished. The equipment shall be designed, constructed and installed in accordance with the best practices and methods and shall comply with these Specifications as applicable. 1.4 SUBMITTALS A. Submit to the Engineer within 30 days after execution of the contract a list of materials to be furnished, the names of the suppliers and the date of delivery of materials to the site. WTP 1 & 3 Wellfield Expansion Phase 11 City of Clearwater Project #: 07-0037-UT McKim & Creed Project #: 0992-0190 Section lVa Valves and Appurtenances 15100-1 t B. Complete shop drawings of all valves and appurtenances shall be submitted to the Engineer for approval in accordance with the requirements of Section 01300 and the General Conditions. 1.5 TOOLS A. Special tools, if required for normal operation and maintenance shall be supplied with the equipment. PART 2 - PRODUCTS 2.1 RESILIENT SEATED GATE VALVES A. See Section IV, Article 41.2.3. 2.2 SMALL GATE VALVES A. Gate valves 2-1/2-in in diameter and smaller in size, shall have flanged or threaded ends as required; and shall be brass conforming to Federal Specification WW-V-54, Type I or II, solid wedge, rising-stem-type gate valves as manufactured by Jenkins Bros. or equal products as manufactured by Crane, Fairbanks, or Kennedy Valve Mfg. Co. or equal. 2.3 PVC BALL VALVES A. PVC ball valves shall be of PVC Type 1 with union, socket, threaded or flanged ends as required. Ball valves shall be full port, full flow, all plastic construction, 150 psi rated with teflon seat seals and T-handles. PVC ball valves shall be as manufactured by Celanese Piping Systems, Inc., Wallace and Tiernan, Inc., Plastiline, Inc., or equal. 2.4 COMBINATION AIR RELEASE VALVES A. Provide and install air release valves at high points as shown on the drawings Actual locations may vary due to field conditions. B. Combination Air Release Valves for Above Ground Piping 1. The combination air release valve shall be of the simple lever type or float operated, capable of automatically releasing accumulated air from a fluid system while that system is in operation and under pressure. The valve shall be capable of admitting air into the system at high flow rates during drainage of the pipe. 2. The valve body shall be threaded with National Pipe Thread (NPT) inlet and outlet. All operating parts shall be made of corrosion resistant materials. 3. The body and base shall be of reinforced nylon construction with all internal components of reinforced nylon, polypropylene, stainless steel, BUNA-N, or E.P.D.M., consistent with the following specifications. WTP 1 & 3 Wellfield Expansion Phase 11 City of Clearwater Project #. 07-0037-UT McKim & Creed Project #. 0992-0190 Section Iva Valves and Appurtenances 15100-2 I I C], a) Body & Base Reinforced Nylon b) Drainage Elbow Polypropylene C) Float Foamed Polypropylene d) Rolling Seal E. P.D.M. e) O-Ring BUNA-N f) Internal Screws Stainless Steel 4. The air release valves shall be manufactured by A.R.I., or approved equal. 5. Valve Schedule a) Air Release Valves for above and below ground potable water piping. Max, Pressure, PSI 230 Max. Flow, GPM 750 Inlet Size, Inch 2 Outlet Size, Inch 1-1/2 A.R.I. Model No. D-040-P 2.5 SERVICE SADDLE AND CORPORATION STOP A. See Section IV, Article 41.2.6, and City stand ard detail. 2.6 MANUAL VALVE ACTUATORS A. General 1. All valve actuators that are manual shall conform to Section 3.8 of the AWWA Standard Specification. 2. Actuators shall be capable of seating and unseating the disc against the full design pressure and velocity, as specified for each class, into a dry system downstream, and shall transmit a minimum torque to the valve. Actuators shall be rigidly attached to the valve body. B. Manual actuators shall have permanently lubricated, totally enclosed gearing with handwheel and gear ratio sized on the basis of actual line pressure and velocities. Actuators shall be equipped with handwheel, position indicator, and mechanical stop-limiting locking devices to prevent over travel of the disc in the open and closed positions. They shall turn counter-clockwise to open valves. Manual actuators shall be of the traveling nut, self-locking type and shall be designed to hold the valve in any intermediate position between fully open and fully closed without creeping or fluttering. Actuators shall be fully enclosed and designed to produce the specified torque with a maximum pull of 80 pounds on the handwheel or chainwheel. Actuator components shall withstand an input of 450 foot pounds for 30" and smaller and 300 foot pounds for larger than 30" size valves at extreme actuator positions without damage. Valves located above grade shall have handwheel and position indicator. Valves located below grade shall be equipped with a two inch (2") square AWWA operating nut located at ground level and cast iron extension type valve box. 1 WTP 1 & 3 Wellfield Expansion Phase 11 City of Clearwater Project #: 07-0037-UT McKim & Creed Project #: 0992-0190 Section iVa Valves and Appurtenances 15100-3 I 2.7 VALVE BOXES I 1. See Section IV, Article 41.2.4, and City standard detail. 2.8 FLANGE ADAPTER COUPLINGS A. Flange adapter couplings shall be of the size and pressure rating required for each installation and shall be suitable for use on either cast iron or ductile iron pipe. They shall be similar or equal to Dresser Company, Style 128. All couplings shall have a sufficient number of factory installed anchor studs to meet or exceed the test pressure rating for this project, 150 psi minimum. 2.9 SOLID SLEEVES A. Solid sleeve couplings shall be used in locations as shown on the Drawings. I 1. Solid sleeve type couplings shall be used with all buried piping. The couplings shall be of ductile iron meeting the requirements of ANSI/AWWA C110/A21.10 as manufactured by U.S. Pipe, American Cast Iron Pipe, McWane, or Equal. Solid sleeves shall be furnished with mechanical joint fittings. The solid sleeve coupling shall be provided with 316 stainless steel bolts and nuts unless indicated otherwise. 2. Couplings shall be provided with gaskets of a composition suitable for exposure to the liquid within the pipe. I? 2.10 RESTRAINING CLAMPS A. Restraining clamp assemblies as detailed in the drawings for use at hydrant connections to water mains, or at fittings where shown on the drawings, shall be as manufactured by EBAA Iron Sales, Inc., Eastland, TX, or Equal. 2.11 MECHANICAL SLEEVE SEALS A. Sleeve seals shall be the modular mechanical type, consisting of interlocking synthetic rubber links shaped to continuously fill annular space between pipe and sleeve, connected with bolts and pressure plates which cause rubber sealing and elements to expand when tightened, providing watertight seal and electrical insulation. Bolts shall be stainless steel. Sleeve seals shall be Link-Seal as manufactured by Thunderline Corporation, or approved equal. 2.12 TAPPING SLEEVES AND VALVES A. Tapping Sleeves 1. See Section IV Article 41.2.9. B. Tapping Valves 1. Resilient wedge gate valves 2 to 12 inches, same as in Paragraph 2.1 of this section, except for the following: WTP 1 & 3 Wellfield Expansion Phase 11 City of Clearwater Project #: 07-0037-UT McKim & Creed Project #: 0992-0190 Section lVa Valves and Appurtenances 15100-4 i L a) The gate valves for tapping shall have one mechanical joint end connection on one side and one flanged end connection with a raised face per MSS SP-60 on the other side. PART 3 - EXECUTION 3.1 INSTALLATION A. All valves and appurtenances shall be installed in the location shown, true to alignment and rigidly supported. Any damage to the above items shall be repaired to the satisfaction of the Engineer before they are installed. B. After installation, all valves and appurtenances shall be tested at least two hours at the working pressure corresponding to the class of pipe, unless a different test pressure is specified. If any joint proves to be defective, it shall be repaired to the satisfaction of the Engineer. C. Install all floor boxes, brackets, extension rods, guides, the various types of operators and appurtenances as shown on the Drawings that are in masonry floors or walls, and install concrete inserts for hangers and supports as soon as forms are erected and before concrete is poured. Before setting these items, the Contractor shall check all plans and figures which have a direct bearing on their location and he shall be responsible for the proper location of these valves and appurtenances during the construction of the structures. D. Pipe for use with flexible couplings shall have plain ends as specified in the respective pipe sections in Division 15. E. Flanged joints shall be made with high strength, low alloy Corten bolts, nuts and washers. 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 buried bolts and nuts shall be heavily coated with two (2) coats of bituminous paint comparable to Inertol No. 66 Special Heavy. 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 bases 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. 3.2 TAPPING SLEEVES AND VALVES A. Excavate around the existing pipe and remove as much soil from the pipe as possible. Excavate a trench with dimensions suitable for the installation of the tapping sleeve, flanged outlet, tapping valve and tapping machine. WTP 1 & 3 Wellfield Expansion Phase B Section lVa City of Clearwater Project #: 07-0037-UT Valves and Appurtenances McKim & Creed Project #. 0992-0190 15100-5 11 B. Thoroughly clean the existing pipe surface and the new tapping sleeve. Check the actual outside diameter of the existing pipe and the inside diameter of the tapping sleeve to verify that the sleeve will fit. C. Check the existing pipe surface to make certain that the pipe is free of flaws, gouges and extreme irregularities where the gasket will seat. D. Lubricate the pipe and face of the gasket with soap and water or gasket lubricating solution. Pipe lubricant and/or grease shall not be used. E. Position the outlet portion of the sleeve and gasket on the body of the pipe, making sure that the outlet is aligned with the branch line to be connected. The sleeve shall not be located in a position that requires its rotation to align the outlet. F. The back half of the sleeve shall be installed and the bolts installed. The bolts shall be tightened evenly, working towards the center, and alternating from one side of the sleeve to the other. The bolts shall be tightened to the following torque levels: 1. Existing pipe sizes 6 to 12 inches 100 Ft-lbs of torque 2. Existing pipe sizes 14 inches and larger 125 Ft-lbs of torque G. Check inside of the sleeve to make sure that the gasket is properly seated and cannot be damaged by the tapping cutter. H. Install the tapping valve using procedures recommended in the AWWA M-44 manual for installation, support and trenching. Test the sleeve and valve seals with water in accordance with AWWA C223 using the test plug on the sleeve or the test connection on the tapping machine to a maximum test pressure of 150 psi. J. If the test is successful, the Contractor shall wait for 15 minutes, and then re- check the torques of all of the bolts. If there are no problems, the Contractor may then proceed with the tapping operation, following the procedures recommended by the tapping machine manufacturers. 3.3 RESTRAINING CLAMPS AND TIE RODS ON PIPE RUN A. Restraining clamps and tie rods shall be used on all pipe runs, as directed by the Engineer and/or shown on the Drawings. Restraining devices shall be JCM Industries, Inc. - Sur-Grip, Ebba Iron, Inc. - Megalug, Romac, or approved equal. Other types shall be submitted to the Engineer for approval. 3.4 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. WTP 1 & 3 Wellfield Expansion Phase H City of Clearwater Project #. 07-0037-UT McKim & Creed Project #: 0992-0190 [7 Section lVa Valves and Appurtenances 15100-6 3.5 FIELD PAINTING A. All metal valves and appurtenances specified herein and exposed to view will be painted a color appropriate to its usage in accordance with the color code. 3.6 INSPECTION AND TESTING A. Completed pipe shall be subjected to hydrostatic pressure test for one hour at full working pressure. All leaks shall be repaired and lines retested as approved by the Engineer. Prior to testing, the gravity pipelines shall be supported in an approved manner to prevent movement during tests. END OF SECTION WTP 1 & 3 Wellfield Expansion Phase 11 Section lVa City of Clearwater Project #: 07-0037-UT Valves and Appurtenances McKim & Creed Project #: 0992-0190 15100-7 u SECTION 15120 - FLUSHING, PIGGING & CHLORINATION PART 1-GENERAL 1.1 DESCRIPTION OF WORK A. This Section covers materials and methods of flushing, pigging, chlorinating, sampling and obtaining approval for placing the different components of potable and raw water systems in operation. Included is work necessary in order to obtain bacteriological clearances as required by law for potable and raw water systems. B. The purpose of the pressure test is to insure that the system being tested is free from leaks and will not be a liability to Clearwater Public Utilities through water loss. The purpose of chlorination and bacteriological testing is to assure that the potable and raw water systems and appurtenances have been properly disinfected before being placed into operation. 1.2 SUBMITTALS A. Submit planned procedures to Engineer for review prior to beginning work. Submit certificates of compliance with specified standard for all materials to be used. The Contractor shall obtain sterile sample containers, collect samples and submit to approved laboratory. Provide six copies of laboratory test reports to Engineer. 1.3 QUALITY CONTROL A. Laboratories used for bacteriological testing of samples shall be certified by the Florida Department of Environmental Protection (FDEP) as acceptable to that agency. B. Methods shall conform to the requirements of the Florida Department of Environmental Protection (FDEP). PART 2 - PRODUCTS 2.1 MATERIALS FOR DISINFECTION A. The disinfecting agent shall be liquid chlorine or sodium hypochlorite conforming to the requirements of AWWA C651 and AWWA C654. PART 3 - EXECUTION 3.1 FLUSHING AND PIGGING OF WATER MAINS A. Flushing. Flush mains prior to application of disinfecting agent. Flushing shall continue until clear water flows from the nearest available point closest to the end of the line. WTP 1 & 3 Wellfield Expansion Phase Il Section Iva City of Clearwater Project #. 07-0037-UT Flushing, Pigging & Chlorination McKim & Creed Project #. 0992-0190 15120-1 B. The Contractor is responsible for pigging of raw water mains and distribution pipes prior to disinfection. All mains and distribution lines shall be pigged, cleaned and flushed to remove all sand and other foreign matter. C. 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 anomalies 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 than 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. D. 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 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. E. Flushing water used by the Contractor shall be taken from an approved source. The water utility will provide a meter, if required by the water utility, and designate the source. All costs for flushing water shall be the Contractor's expense. F. The cleaning of the new piping system shall be accomplished by the controlled and pressurized passage of a series of hydraulic or pneumatic polyurethane plugs of varying dimensions coatings, and densities; which shall be selected by the pipe cleaning Contractor. The Contractor shall provide a means to enter the pig into the system, control and regulate flow, monitor flows and pressures, and to remove the pig from the system. The Contractor shall maintain a constant surveillance of the system and immediately report to the proper authority any in- line problems encountered or any malfunctions discovered in the piping system. A record of pig models, sizes, styles, and other pertinent information shall be kept by the Contractor and turned over to the Owner. G. No water will be used for filling pipe, flushing or chlorinating without notifying the Clearwater Public Utilities Inspector prior to starting. All pipe will be subject to open end flush at the discretion of the Clearwater Public Utilities Inspector. Flushing of mains must achieve a minimum velocity of 2.0 ft/sec for duration equal to equation below after pipe is filled. D= L +10% or D=.55L 2rPs D = Duration of flush in sec L = Length of pipe being flushed in feet WTP 1 & 3 Wellfield Expansion Phase H City of Clearwater Project #: 07-0037-UT McKim & Creed Project #. 0992-0190 Section IVA Flushing, Pigging & Chlorination 15120-2 I 1 32 DISINFECTION OF WATER MAINS A. Chlorination will be completed by the Contractor under the supervision of the Clearwater Public Utilities Inspector. The Contractor shall provide all necessary equipment and materials to perform the chlorination. The Contractor is responsible for pigging of raw water mains and distribution pipes prior to disinfection. B. No water will be used for chlorinating without notifying the Clearwater Public Utilities Inspector prior to starting. C. The corporation stop to be used for pressure testing and chlorination will be installed at the tap valve by the Contractor. D. The contractor shall contact the Clearwater Public Utilities Inspector to schedule chlorination. E. Chlorination shall not be done immediately following the pressure test or on the same day. F. Before chlorination of the above ground discharge pipe and valves at each well, the piping system shall be thoroughly flushed using the well water and raw water system as the source of water and the existing bypass valve and outlet as the discharge point. The raw water system piping shall be backflushed from at least the first valve outside of the well site. The valves and piping upstream of the existing bypass valve shall be flushed by using the pumped well water. G. Chlorine shall be applied to the piping system using one of the methods described in ANSI/AWWA C651, "Disinfecting Water Mains". The chlorine concentration in the piping shall have a residual of at least 50 mg/I. H. Sampling and Testing: Samples of water from raw water mains shall be collected from the mains by the CONTRACTOR in sterile containers and delivered to an approved laboratory for bacteriological testing. Sampling and testing shall be continued until satisfactory results are obtained on two consecutive days. No sample over 6 hours old will be accepted. Samples shall be taken to an independent laboratory approved by Clearwater Public Utilities. No samples shall be taken through a fire hydrant. I. There shall be a chlorine residual of 50 ppm at the outlet after 24 hours or samples shall not be taken. J. After the procedure outlined above has been completed, the piping system shall be flushed until residual chlorine is less than 0.5 mg/L, Chlorine residual determination shall be made in accordance with Standard Methods using the DPD Colormetric Method. K. The water testing laboratory will notify the inspector when samples have passed. Clearwater Public Utilities shall fill out the appropriate DEP application to obtain operation approval from the FDEP. L. All outlets and injection points shall be removed upon satisfactory completion of sampling and testing. Corporation stop shall remain in line. WTP 1 & 3 Wellfield Expansion Phase 11 Section lVa City of Clearwater Project #. 07-0037-UT Flushing, Pigging & Chlorination McKim & Creed Project #. 0992-0190 15120-3 M. Teflon tape shall be required on all threaded joints to avoid contamination. (No pipe dope allowed.) I N. The interior of pipe, fittings, valves, tapping sleeves and appurtenances used for cutting into or repairing existing mains shall be swabbed or sprayed with a one percent hypochlorite solution in accordance with Section 10 of AWWA C651 before being installed. 0. All temporary blow-off standpipes and chlorine injection points will be removed upon satisfactory completion of sampling and testing. Corporation stops will be plugged and remain in line. P. Tapping sleeves shall be cleaned and disinfected in accordance with Section 10 of AWWA C651. Q. The Contractor shall obtain potable water for flushing and chlorination from the City's Water Department by using a temporary hydrant meter connection. The Contractor shall pay all fees for the meter and water usage. R. It is the Contractor's sole responsibility to place sample points where designated by Clearwater Public Utilities. 32 DISINFECTION OF EQUIPMENT AND MATERIALS A. All permanent pumps and appurtenances shall be flushed and chlorinated just prior to installation. Flushing shall continue until the used flushing water is visibly clear and free of debris. B. Chlorination shall consist of spraying or swabbing the interior surfaces of any pumps or appurtenances with a chlorine solution having a chlorine residual of not less than 200 mg/I per AWWA C654. 3.3 DISPOSAL OF HIGHLY CHLORINATED WATER A. Neutralize the highly chlorinated water per AWWA C654 before disposal in accordance with Clearwater Public Utilities and FDEP requirements. B. One of the chemicals listed in AWWA C651 Appendix B, or C652 Appendix A, shall be used for neutralization. C. Chlorinated water shall be disposed of in a manner that will not harm the environment. Approval by the Owner must be obtained before heavily chlorinated water is discharged to the sanitary sewer at a specified allowable discharge rate. END OF SECTION WTP 1 & 3 Wellfield Expansion Phase H City of Clearwater Project #. 07-0037-UT McKim & Creed Project #. 0992-0190 Section /Va Flushing, Pigging & Chlorination 15120.4 I APPENDIX ODP DOCUMENTS AND OTHER PROJECT DOCUMENTATION Table of Contents: OWNER DIRECT PURCHASE ODP DOCUMENTS- NOT USED PROJECT PERMITS MAINTENANCE OF TRAFFIC OT CERTIFICATE GEOTECHNICAL SOIL REPORT 1 10/9/2008 PROJECT PERMITS 1 11 FDOT PERMIT 1 ? Call !DOT,... ? Inspector 4-8 ? hours before ? starting work: i PIN ][AS ? PERMITS ? (727).570-5101 ? Permit # 2oo9-H-799-65 1 ' 15050 SR 590 ? City of Clearwater RECEIVED RULE 14-46 MAR 19 2009 STATE- OF FLORIDA DEPARTMENT OF TRANSPORTATION PINEl_LAS VPJNT%4AUTILITY PERMIT FORM 710-010-85 UTILITIES OGC -10107 PERMIT NO.; SECTION NO.:? STATE ROAD 590 COUNTY Pinellas FOOT construction is proposed or underway. ? Yes ® No Financial Project ID: Is this work related to an approved Utility Work Schedul®? ? Yes ® No If yes, Document Number. PERMITTEE: City of Clearwater ADDRESS: PO Box 4748 TELEPHONE NUMBER: (727) 562 - 4960 CITY/STATE1zIP' Clearwater, FL 33758-4748 ( / yp1? ,?.7 , The above PERMITTEE requests permission from the. State of Florida Department of Transportation, hereinafter aped the FDOT, fo construct, operate and maintain the following: Installation of 8" HDPE Raw Water Main across Drew Street (Sly 590) at Glenwood Avenue by HDD. FROM: _ TO: -- f Submitted fo he PERMITTEE by: Contact Information Name and Company AddresslTelephone/E-Mail (if applicable) S ur Date (Typed or Printed Legibly] C am)' eFvv?; 1365 Hamlet Avenue 070 Clearwater, FL 33756 611- 7 1. The Permiftae declares that prior to filing this application, the location of all existing utilities tit it,6wr'has an interest in, both aerial and underground, are accurately shown on the plans and a letter of notification was mailed on 03/17168 & 11118108 to the following utilities known to be involved or potentially impacted In the area of the proposed installation: See attached 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_J5(u4h- R , located at 5211 Ulmerton Road Clearwater, L 33799 . Telephone Number (727)_570-5101 _ The Pennittee's employee responsible for MOT is to be determined , Telephone Number , (This name maybe 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 FOOT Engineer. 4. All plans and installations shall conform to the requirements of the FDOT's UAM in effect as of the date this permit is approved by FDOT, and shall be made a part of this permit, This provision shall not limit the authority of the FDOT under Paragraph 8 of this Permit. 5. This Permittee shall commence actual construction in good faith within 60 days after issuance of permit, and shall be eompletedwithin 240 days after the permitted work has begun. If the beginning date is more than sixty (60) days from the date of permit approval, the Permittee must review the permit with the FDOT Engineer to make sure no changes have occurred to the Transportation Facility that would affect the permitted construction. 6. The construction and maintenance of such utility shall not interfere with the property and rights of a prior Permittee. 7. It is expressly stipulated that this permit is a license for permissive use only and that the placing of utilities upon public property pursuant to this permit shall not operate to create orvest any property right in said holder, except as provided in executed subordination and Railroad Utility Agreements- 8. Pursuant to Section 337.403(1), Florida Statues, any utility placed upon, under, over, or along any public road or publicly owned rail corridor that is found by FDOT to he 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 paragraphs (a) and (b), and except for reimbursement rights set forth in previously executed subordination and Railroad Utility Agreements, and shall apply to all successors and assigns for the permitted facility.. 9. It is agreed that in the event the relocation of said utilities are scheduled to be done simultaneously with the FDOT's construction work, the Permittee will coordinate with the FOOT before proceeding and shall cooperate with the FDOT's contractorto arrange the sequence of work so as not to delay the work of the FDOTs contractor, defend any legal claims of the FOOT's contractor due to delays caused by the Pemmittee's failure to comply with the approved schedule, and shall comply with all provisions of the law and the FDOTs current UAM. The Permittee shall not be responsible for delay beyond its control- 10. In the case of non-compliance with the FDOTs 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 RM. 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 privileges herein set out are granted only to the extent of the State's right, title and interest in the land to be entered upon and used by the Permittee, and the Permittee will, at all times, and to the extent permitted by law, assume all risk of and indemnify, defend, and save harmless the State of Florida and the FDOT from and against any and all loss, damage, cost or expense arising in any manner on account of the exercise or attempted exercises by said Permittee of the aforesaid rights and privileges. 12 During construction, all safety regulations of the FDOT shall be observed and the Permittee musttake measures, including placing and the display ofsafety devices that may be necessary in order to safely conduct the public through the project area in accordance with the Federal MUTCD, as amended for highways, the requirements of the Standard Application Package for railways, including flagging services and Railroad Protective Insurance or acceptable alternative, when applicable, and the FDOT's Design Standards, Indexes 600-670, and Standard Specifications for Road and Bridge Construction, Section 102, as amended by the UAM_ When a Utility deems it necessary to conduct Traffic Control activities and methods significantly different from those addressed in the above references, the Utility must submit an alternative plan signed and seated by a licensed Florida professional engineer qualified to develop TCP in accordance with the provisions of Chapter 8 of 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 N Highland Avenue and N Crest AvgnMe _ within the FDOT?'s RNV as set forth above- Whenever the Permittee removes its facilities, it shall be at the Permittee's sole cost and expense, The Permittee, at its sole expense, shall promptly remove said out of service utilities whenever the FOOT determines said removal is in the public interest. 14 In the event contaminated soil is encountered by the Utility or anyone within the permitted construction limits, the Utility shall immediately cease work and notify the FOOT. The FDOT shall coordinate with the appropriate agencies and notify the Permittee of any suspension or revocation of the permit until contamination assessment and remediation, as appropriate under Rule Chapters 62-770 and 62-730 Florida Administrative Code, has progressed to a state that all environmental regulatory agencies having jurisdiction have approved the site of the contamination for resumption of work. Page 1 of 2 i 1_? i s RULE 14-45 STATE OE != LOR[DA DEPARTMENT OF' TRANSPORTATION UTILITY PERMIT FORM 716-010$5 UTlunrS OCC -10107 15. For any excavation, construction, maintenance, or support activities performed by or on behalf of the FDOT, within its RNV, the Permittee maybe 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, 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 fordamage resulting from the issuance of the permit. The FOOT may Initiate injunctive proceedings as provided ins. 120-69 to enforce provisions of this subsection or any rule or order issued or entered into pursuant thereto- 17. Pursuant to Section 337.402, Florida Statutes, when any public road or publicly owned rail corridor is damaged or impaired in any way because of the installation, inspection, or repair of a utility located on such road or publicly owned rail corridor, the owner of the utility shall, at his or her own expense, restore the road or publicly owned rail corridor to its original condition before such damage. If the owner fails to make such restoration, the authority is authorized to do so and charge the cost thereof against the owner under the provisions of s.337.404. 18. The Pemmittee shall comply with all provisions of Chapter 556, Florida Statutes, Underground Facilities Damage Prevention and Safety Act. 19. Special FDOT instructions: _. It is understood and agreed that commencement by the Permittee Is acknowledgment.and acceptance of the binding nature of all the above listed permit conditions and special instructions. 20, Receipt of this permit acknowledges responsibility to comply with Section 119.07(3), Florida Statutes, and UAM Chapter4.5.2, regarding Exempt Documents and Security System Plans Requests, 21. By the belowsignature, the Permittee, hereby represents that no change to the FDOT's standard Utility Permitform, 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 signed 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 changels to the standard form? *dVOter YES If Yes, 1 pages are attached. I PERMITTEE: Name & Title of Authorized Permittee or Agent T ped or Printed Legibly) CC_ District Permit Office Perm Ittee SIGNATURE: Page 2 of 2 DATE: UTILITY PERMIT FINAL INSPECTION CERTIFICATInN I the undersigned Permittee do hereby CERTIFY that the utility construction approved by the above numbered permitwas inspected and installed in accordancewith the approved plans made a part of this permit and in accordance with the FDOT's current UAM. All plan changes have been approved by the FDOT's Engineer and are attached to this permit- I also certify (hat the work area has been left in as good or better condition than when the work was begun. 1. The PumltteedectareslhatpnorbaMing lhk.vplicahon,alelombonntallWs6ngWiMm1hatitow-t,, orhe.tieninterstin,holhuLciddand undefgmuntl, are securatdy slim-in on the plans and sletterdfnotffle tiara vr8s:maided on mma N?m to tl?etrllncticg til tip k?o.t? is :bc iuzvoked or pulerluidly impactrd in the drub of the :prapasfJ installaGon_ metw-- elecommunications Management - Pinellas _Knology, Clearwater Gas, .1 P1., Fibem t, Level 3 Communications, Fiberlight, AT&T/T, AT&T'/T-TCG,_City of Largo, and Verizon Florida RECEIVED MAR 2909 F.D.O.T. REQUIREMENTS PERMITTE.E MUST COMPI-X WITH THE FOLLOWING ?J r, The Pinellas Maintenance Office must be notified 48 hours in advance of starting work in the F.D.O.T. right-of-way. Ph..f 727? 570-5101_ NOTE. When installing multiple conduit lines of which a portion is intended to be leased or sold to another utility company, the new lessee/owner must obtain an approved permit from the Department prior to occupaucy_ defer to 2007 UAM. Digging without knowing where it's safe to dig can cause tremendous damage, affecting your electric, telephone, cable television, water, sewer and gas service outages or even loss of life? If you're doing any digging within the state of Florida, state law requires you to notify Sunshine State One Call of Florida (SSOCOF) two business days before you dig_ I-800-432-4770 This is a free service to help keep Florida safe! http:callsunshine_com/eor /index.htmi 1 It is the responsibility of the peimittee to determine and comply with all county and municipal ordinances that relate to the construction or other activity as described on this perinit. Some ordinances are more stringent than the Department of Transportation requirements. All construction and/or maintenance utility equipment located in the F.D.O.T. Right-of-Way must conform to the Federal Manual on. Uniform Traffic Control Devices (MUTCD), the F.D.O.T. roadway and traffic design standards and the standard specifications for road and bridge constriction. Certified density reports are required on all backfill work within shoulder points of roadway and must be submitted to the F.D.O.T., Pinellas Maintenance Office. This permit does not authorize the construction of any new sidewalk or drainage connections in the F.D.O.T. right-of-way. A copy of this approved permit, including all plans, must be maintained on 'the job site before work commences in the F.D,O.T. right-of-way and must be made available during construction/maintenance. NOTE: Any sidewalk disturbed will be replaced by section within 72 hour, to F.D_O.T_ specifications. If construction, reconstruction, repair, or maintenance activity necessitates the closing of one or more travel lanes of any road on the state primary, county road, or city street system, for a period of time exceeding two hours, the party performing such, work will be responsible to give iiotice to the appropriate local law enforcement agency which has jurisdiction, where such road is located, prior to commencing work on this project. 335.15 F.S. 7/86; 336.07 F.S. 7/86. THE DEPARTMENT OF TRANSPORTATION RESERVES 'I'RE RIGII7 TO MAKE ADJUS'T'MENTS TO ANY PERMITTED METHOD OF INSTALLATION, SCOPE, RESTORATION, AND PUBLIC SAFETY THAT ARISE DUE TO UNFORSEEN CONDITIONS DURING CONSTRUC'T'ION. F.D.O.T. UTILITY PERMIT # 2008-I1-799-65 #19 SPECIAL INSTRUCTIONS: 1) NO LANE CLOSURES OF ANY STATE ROAD IS ALLOWED WITTTOUT 48,11R. NOTIFICATION AND PRIOR APPROVAL BY THE F,D,O.T. INSPECTOR. 2) NO OPEN CUTS OF ROADWAY PAVEMENT ON SR 590 IS ALLOWED WITHOUT PRIOR APPROVAL. 3) ALL BORE AND RECEIVE PITS ARE TO BE SHEETED, BRACED OR PROPERLY SLOPED AS NEEDED. 4) ANY SIDEWALK AND/OR DRIVEWAYS DISTURBED ARE TO BE RESTORED AS WORK ' CONTINUES. MAINTAIN INGRESS/EGRESS ON ALL DRIVES AND SIDE STREETS DURING CONSTRUCTION. 5) ALL SIDEWALK CURB RAMPS SHALL HAVE DETECTABLE WARNING SURFACES (TRUNCATED DOMES) AS PER FDOT STANDARD SPECIFICATIONS 527 & STANDARD INDEX 304. 6) A SUBSURFACE SOU.. AND DRAINAGE REPOR'T' IS REQUIRED ON BORES INVOLVING CASINGS > 6 INCHES IN DIAMETER OR AS REQUESTED BY F.D.O.T. (PERMI'ITEE MAY DESIGN THE BORE CROSSING FOR 10 TIMES THE MAX BORE DIAMETER IN DEPTH, TO WAIVE A SUBSURFACE SOIL REPORT UNLESS REQUESTED BY F.D.O.T.). 7) 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 SHALL BE 36" FOR BORE LESS THAN 6" AND 10 TIMES THE BORE SIZE EQUAL TO DEPTH FOR BORES 6" AND LARGER. OR AS DE,FTNF.,D WITHIN THE PERMITTED PLANS. MAINTAIN A MINIMUM OF 24 INCHES CLEARANCE FROM OTHER UTILITIES. PRE- REAMING MUST BE IMPLEMENTED PRIOR TO PULLBACK. 8) 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 'WORT SITE SUPERVISOR'S CERTIFICATION MUST 13E PROVIDED TO THE F.D.O.T. INSPECTOR UPON 48 HR. WORK. START NOTIFICATION. ORANGE REFLECTIVE SAFETY VESTS MUST HE WORN BY ALL PERSONS INVOLVED WITH THIS PERMIT WHILE INTIKE STATE RIGHT- OF-WAY. 9) ALL DIR'ECTIONAL BORES MUST COMPLY WITH FDOT S'T'ANDARD SPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION SECTION 555. 10) PERMITTEE MUST HAVE A REPRESENTATIVE ON SITE AT ALL TIMES WHILE WORKING IN THE STATE RIGHT OF WAY. 11) PERMITTEE & CONTRACTOR SHALL FOLLOW THE STANDARD WORK SCHEDULE OF MONDAY THROUGH FRIDAY 7:00 AM--5:30 PM WHILE WORKING WITHIN THE STATE RIGHT OF WAY UNLESS OTHER WISE NOTED WITHIN THE PERMIT. DEVEATIONS SHALL BE REQUESTED BY THE PERMITTEE IN WRITING WITH JUSTIFICATIONS IN ADVANCE OF THE PROPOSED CHANGE. HIPERWSNEW JNSrRrS\f) WCT, DRILL INSERTS OR__DOC F.D.O.T. UTILITY PERMIT # 2008-H-799-65 PORTIONS OF THE REQUIREMENTS LISTED BELOW, ARE IN ADDITION TO THOSE OUTLINED IN THE CURRENT DEPARTMENT'S UTILITY ACCOMMODATION MANUAL. THESE REQUIREMENTS ARE SUBJECT TO CHANGE WITHOUT NOTIFICATION AND DO NOT EXEMPT THE PERMITTEE OF LIABILITY FOR DAMAGES THAT OCCUR AS A RESULT OF THE UTILITY INSTALLATION AND/OR MAINTENANCE. NO PART OF THE PAVEMENT IS TO BE OBSTRUCTED DURING THE INSTALLATION OR MAINTENANCE OF THIS UTILITY. ALL ABOVE GROUND APPURTENANCES MUST BE PLACED AS CLOSE TO THE RIGHT-OF- WAY LINE AS PRACTICAL. TEMPORARY STORAGE OF CONSTRUCTION EQUIPMENT AND MATERIALS (I.E., POLES, CABLE, PIPE, ETC.), TO BE USED IN THE CONSTRUCTION/MAINTENANCE OF THE UTILITY, IS PROHIBITED IN THE DEPARTMENTS RIGHT-OF-WAY PRIOR TO PERMIT ISSUANCE, STORAGE IS LIMITED TO A 30-DAY PERIOD, PROVIDED THAT SUCH STORAGE DOES NOT OBSTRUCT VISUAL DISTANCE REQUIREMENTS. OFFSET DISTANCE REQUIREMENTS MUST BE MET, AS SPECIFIED IN THE UTILITY ACCOMMODATION MANUAL. TEMPORARY STORAGE OF TRENCH EXCAVATION MATERIAL IS NOT PERMITTED WITHIN 12 FEET OF THE PAVEMENT EDGE. STORAGE IS NOT TO EXCEED 7 CALENDAR DAYS. OFFSET DISTANCE REQUIREMENTS MUST BE MET, AS SPECIFIED IN THE UTILITY ACCOMMODATION MANUAL. A DEPARTMENT OF TRANSPORTATION PERMIT INSPECTOR MUST BE PRESENT DURING ALL APPROVED UTILITY PERMIT MECHANICAL BORE OPERATIONS- UTILITY POLES, APPROVED FOR INSTALLATION BY THIS PERMIT, ARE NOT TO EXCEED 24 INCHES IN DIAMETER. ALL TRENCHES MUST BE BACKFILLED IN ACCORDANCE WITH THE STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. ANY DRIVEWAY CONNECTION WHICH IS TO BE DISTURBED AS A RESULT OF THIS APPROVED UTILITY PERMIT INSTALLATION, TIIE DEPARTMENT RECOMMENDS FOR THE PROTECTION OF THE PERMITTEE THAT PHOTOS BE FILED WITH THE DEPARTMENT SHOWING THE ORIGINAL CONDITION OF THE DRIVEWAY- THE PERMITTEE IS RESPONSIBLE FOR FILING PERMIT APPLICATIONS WITH THE PROPER MUNICIPAL AGENCY BEFORE CROSSING ANY SECONDARY ROADWAYS OWNED BY THE CITY OR COUNTY WHICH CONNEC'T' TO STATE ROADS BEING AFFECTED BY THIS PERMIT. THE PERMITTEE IS RESPONSIBLE, DURING AND FOLLOWING THE UTILITY INSTALLATION, FOR WATER QUALITY WHERE THE UTILITY IS BEING INTRODUCED TO DEPARTMENT OWNED DRAINAGE FACILITIES. THE DEPARTMENT RETAINS THE RIGHT TO VOID THIS PERMIT AND REQUIRE REMOVAL OF ALL DRAINAGE CONNECTIONS IF THE QUALITY OF WATER IS NOT MAINTAINED WITHIN LIMITATIONS ESTABLISHED BY THE DEPARTMENT OF POLLUTION CONTROL OR OTHER APPROPRIATE GOVERNMENTAL AGENCIES. THE PERMITTEE IS RESPONSIBLE FOR SUBMITTING A STORM WATER POLLUTION PREVENTION PLAN AND NOTICE OF INTENT TO THE F.D.O.T_ DISTRICT PERMIT OFFICE OR LOCAL MAINTENANCE OFFICE WITHIN 48 HOURS OF COMMENCING CONSTRUCTION, IN ACCORDANCE WITH THE CODE OF FEDERAL REGISTER ((40 CFR ].22.26) AND U. S. ENVIRONMENTAL PROTECTION AGENCY IMPLEMENTATION PROCEDURE BY INCORPORATING THE NATIONAL POLLUTION DISCHARGE ELUVE NATION SYSTEM AS DOCUMENTED IN THE SEPTEMBER 2S, 1992 ISSUE OF THE FEDERAL REGISTER, PART 3, H.\I'ERMtTS\NEW INSERTS\DIRECT. DRILL INSERTS 08-DOC F.D.U.T. UTILITY PERMIT # 200$-H-799-65 VOLUME 57,NUM3ER 187. HAPERMTTMINEW@' INSERTSMI]IRECT. ]TRILL INSERTS 08..DOC I t. ThrrPermitterydeaiares.thatpriorto 6ling. th'i5 appLrAJim,thelocation dtall Wsting U111 kl$ thatitarA LS Orha5 an Interes.tirr_ ?fi aerial and undefgrcmd, are accuratdy 9XNm on the plans and a letterot.natification was rndled an tLgLlpp to the tollawing ?:tifdies }:na•.n to trc xrvutved ur' puierr6affy impacted In tiro area 0r the propowj irstaftasew i? at; Brighth mse. Progress Energy Ci of Clearwater, Telecomnxu ieations MaiYaaement - Pinellas Knology, Clearwater Gas .FPL Fibernet Level 3 Coxnrnun.ications, Fiberlight, AT&T/T AT&T/T-TCG. CL of Largo, and Verizon Florida RECEIVE MAR 19 2009 PINELLAS MAINTENANCE t 1 t PINELLAS COUNTY PERMIT BOARD OF COUNTY COMMISSIONERS Nancy Rostock Neil Brickfield Calvin D. Harris Susan Latvala John Morroni Karen Williams Seel Kenneth T. Welch 11 Pinellas PUBLIC WORKS Utilization Permit #09-0351 U June 1, 2009 McKim & Creed 1365 Hamlet Avenue Clearwater, Fl. 33755 Attn. Jeffery S. Lowe, PE Re: Utilization Permit for City of Clearwater T WTP 1 & 3 Well Field Expansion Project Phase 2- Raw Water Mains. [City P.I.D. #07-0013-UT] Dear Mr. Lowe: We are enclosing your conditionally approved Utilization Permit covering the proposed construction described below: Construct a raw water transmission system on Highland Ave., Belcher Rd., Old Coachman Rd. & Palmetto St. per attached plans. This letter must be attached to and made part of the approved Utilization Permit, making the following conditions binding to the Permit: 1. It is the responsibility of the engineer of record to procure all necessary permits that are required by the agencies that are affected by the proposed construction. 2. Contact Pinellas County Highway Inspector Rick Kelly prior to beginning work. (Ph. #420-5103, 48 Hrs. Minimum Notice) 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. r P m Public W Right-oV Reguiato ry Fngineering Technician Utilization Permits Services cc: Highway Department PLEASE ADDRESS REPLY TO: 440 Court Street Clearwater, Fferida 33756 Phone: (727) 4643257 Website_ www_pinellascounty.org Pinellas County RIGHT OF WAY PERMIT NO: Department of Public Works UTILIZATION PERMIT UP 09 1-HE COUNTY OF PINELLAS, a political subdivision of the State of Florida, hereinafter called the Permitter, hereby grants to Be City of Clearwater of P_O. Box 4748, Clearwater, FL 33758-474.8 _ (Name) (Street Address, City, State, Z'ip) hereinafter called the Permittee, a Permit to construct, operate, maintain, renew andlor remove a raw water transmission system on attached sketch along, across, beneath, or over right of way and/or property of Permitter at the following location: County Road No. 3751425/501/53515481550 Name: _Highland Avenue I Hercules Avenue I Belcher Road / Old Coachman Road/ palmetto Street Sections 1, 11, 12, and 14 Township 29 South Range 15 l=ast and Sections 6, 7 Township 29 South Range 16 situated at: • Highland Ave. (C.R. 375) at Turner Street for approximately 60 LF (crossing County ROW) • Hercules Ave. (C.R. 425) at Palmetto Street for 100 LF (crossing County ROW) • Belcher Road (C.R. 501) at Logan Street for 105 LF (crossing County ROW) and from Logan Street to Lagoon Circle for 50 LF (parallel to Count RO • Old Coachman Road C.R. 535 at the intersection of Lagoon Circle fora approximately 50 LF • Palmetto Street (C-R. 548) at Richards Avenue 60 LF (crossing Count' ROW) • Palmet#o Street C.R. 550 from Hercules Avenue for 840 feet east crossing Coun ROW, and continuing east to Kapp Road for approximately 1.020 LF (parallel to County ROW) and 50 LF (crossing Count ROW) . Within the City of Clearwater Florida, subject to the following provisions and conditions: (Address or Street Intersection) 1 • Construction, operation and maintenance of such utility shall not interfere with property and rights of prior occupant. 2. The construction, operation and maintenance of such utility shall not create obstruction or conditions which are or may become dangerous to the traveling public- 3. All work must be done in keeping with standards of the Florida Department of Transportation Manual of Uniform Minimum Standards for Design, Construction and Maintenance for Streets and Highways, Roadway and Traffic Design Standards, Florida Department of Transportation Standard Specifications for Road and Bridge Construction, AASHTO and by the County Director or his agent„ 4. All materials and equipment shall be subject to inspection by an Engineer of the County or his agent. 5. The Permittee shall and does hereby agree to indemnify, pay the cost of defense, and save harmless the Permitter from and against payment of all claims, suits, actions, costs, attorneys' fees, expenses, damages, judgments, or decrees by reason of any person or persons or property being damaged or injured by the Permittee, his employees, agents or sub-contractors or in any way attributable to i the performance, prosecution, construction,. operation, or maintenance of work herein permitted by Permitter and resulting from negligent acts or omissions of said Permittee in connection with the work herein permitted. 6. The Permittee shall repair any damage or injury to the road or highway or other County on of the exercise of any of the privileges granted in this Permit, and shall repair the same promptly, within seven (7) days o ing it to, a condition at feast equal to that which existed immediately prior to the infliction of such damage or injury. (Note: AI 'right of way other- than paved areas disturbed by the construction of this.utility will be compacted, grassed and mulches asod? red-) T All overhead installations shall conform to clearance standards of the State Utilities Accommodarrt ride n?d'o Jergrprmd crossing installations shall be laid at a minimum depth of 36" below pavement, or at such greater depth as Pe' iftey? y requ 8. In the event of widening, repair or reconstruction of said road, the Permittee shall move or remove said utIIIty'installation at no cost to the Permitter. 9. This permit creates a permissive use only and the placing of facilities upon County property pursuant hereto shall not operate to create or to vest any property, rights in said' Permittee and is granted in perpetuity subject to termination by the Permitter upon the giving of 30-days notice in writing to the Permittee. 10. The Permittee shall furnish the Permitter with a survey showing the exact locations of all facilities to be installed pursuant to this permit, said survey to be sufficiently detailed to allow location of said installation by reference thereto. The attached sketch, covering details of this installation, shall be a part of this permit. 11. Section comer monuments subject to displacement shall first be referenced and later reset by a Florida Registered Land Surveyor. 12. All activities in accordance with this permit will require conformance to the "Manual on Traffic Control and Safe Practices for Street and . Highway Construction, Maintenance and Utility Operations". (Chapter 316 Florida Statutes) 13. The Permittee's attention is directed to the provisions of the Trench Safety Act (Florida Statutes, Section 553.60 et_ seq.) and the Occupational Safety and Health Administration Excavation Safety Standards (29 C.F.R. Section 1926.650, Subpart P) which shall apply to construction, operation, and maintenance pursuant to this permit. 14. Compaction within right of way to meet Pinellas County Minimum Standards. 15• Highway Department is to be notified a minimum of 48 hours prior to beginning work at 464-8900, otherwise the Permit will be voided. 16. If this permit is for a monitor well, copies of all testing reports are to be forwarded to the Pinellas County Highway Department. 17. The Permittee shall commence construction within 60 days from the date of this permit and it shall be completed within 240 days. Permittee or Agent: Phone: 727-442-7196 Date: _Z/ _ Rev 8/27197 Michael Lepeak, PE, { & Creed, P.A., Agent for The City of Clearwater APPLICATION SUBMITTAL INSTRUCTIONS 1. Description and nature of the proposed installation shall be outlined in the two blank lines on application. 2_ The bottom of Application Sheet 1 shall be signed by applicant or his agent.4 3. On the attached plan, the fallowing data shall be supplied: a. The plan sketch shall show the right of way lines and the widths of right of way. The offset distance from the centerline of the proposed installation shall be shown and the scope of the proposed project, with all the distances and sizes clearly indicated. b. Typical cross section shall be furnished showing width of pavement, width of right of way on each side, offset distance from centerline to proposed installation and any pertinent data to sidewalks, curbs and gutters, etc. c. Indicate type of installation on both typical cross section and plan view. d. All pertinent drainage information and calculations or justification for size of pipe and/or grading. 4. All improvements within County maintained right of way shall conform to Florida Department of Transportation requirements and/or Pinellas County Subdivision requirements. 5. All applications for water and sewer lines must be separate applications and countersigned by the utility involved prior to submittal. 6. This form is to be made out in QUADRUPLICATE with four (4) drawings; one fully executed copy will be returned to you after approval. 7. There is a variable processing fee which must be received prior to the issuance of the permit. Please make check payable to Board of County Commissioners- Due to the extensive work being done in Pinellas County right of way, please provide proof that you meet the following insurance requirements: "Comprehensive General Liability Insurance including, but not limited to, Independent Contractor, Contractual, Premises/Operations, Products/Completed Operation, Explosion, Collapse and Underground, and Personal Injury covering the liability assumed under indemnification provisions of this permit, with limits of liability for personal injury and/or bodily injury, including death, of not less than $300,000, each occurrence; and property damage of not less than $100,000, each occurrence. (Combined Single Limits of not less than $300,000, each occurrence, will be acceptable unless otherwise stated.) Coverage shall be on an "occurrence" basis, and the policy shall include Broad Form Property Damage coverage, and Fire Legal Liability of not less than $50,000 per occurrence, unless otherwise stated by exception herein." . THE UTILITY NOTIFICATION CENTER "CALL SUNSHINE" (1-800-432-4770) MUST BE NOTIFIED 48 HOURS IN ADVANCE OF CONSTRUCTION. Pinellas County Public Works UTILITY COUNTERSIGN Land Permitting Section 440 Court Street, 4th Street (Namellltle) Clearwater, FL 34616 (813) 464-3670 ?TO.BE FILLED OUT BY PINELLAS COUNTY DEPARTMENT OF PUBLIC WORKS Sod required 1'J Yes ? ?- Jack and bore ? Yes K -No Open cut ? Yes 0 No Directional bores ? No PINELLAS COUNTY, FLORIDA, Ac f-g ard of County Commissioners Date: SEE ATTACHED LETTER FOR PermittingSection ADDITIONAL CONDITIONS TO THIS UTILITY PERMIT. CSX PERMIT 1 t t t [1 t 1 CSX TRANSPORTATION FORIA CSXT 7455 - Rev. 07102/2007 {Page ] of 4) APPLICATION FOR PIPELINE CROSSINGIPARAL.LELISM All applications are to be submitted in accordance with, CSXT's Pipeline Specification Package. Failure to strictly adhere to these specifications will. result in delays, additional costs and possible return of your application. Drawings should either be $'/2" x I V, 8%2" x 14" or l l" x 17" size (refer to Drawing requirement checklist). CSXT reserves the right to approve or decline any application. One original and one copy of this application form, together with plan and profile drawings, and a $750.00 nonrefundable Review Fee are to be submitted to. CSX Traimportatioa, Inc., Property Services Department, 880, 500 Water. Street. Jacksonville, FL 32202. DATE RECETVFI) * No work may proceed on CSXT's right of way until the Licensee has received a fully executed, agreement and obtained notice to proceed from CSXT's local Roadmaster or its designee- * Due to future maintenance responsibilities CSXT will not enter into an. agreement writh a Developer. It is the Developer's responsibility to coordinate the application with the local governing municipal authority. • No verbal approvals will be granted. No Blasting on/under/near CSXT right of way. No Directional Boring. Application Date: _ P -,c44 13 r Zpp? CSXT File/Agreement Number: - a Owner's Complete Legal Company Name: (? x?'. o? C? tctiP wczr Contact Name/Title. Legal Address: 1654 N. Ar-c_+urj%i Ave- City/State/Zip: C (zar?c }L- `Ic+i i c[c 3 3 (4 Y Street Address for Overnight Mail (check if same as legal address Cx /State/Zf : Email Address: -rrac? . Mere-,r C r+ ?t?arw? 'ter . cvr( Off"rce/Alternate Phone: 7L f ? to 4 - ¢y6 o *Emergency No./Fax.: (17- -1-) 2 7- 4- -70<{q TL* S(L Z. - k9&, 3 F * The emergency number is needed in the event of derailment, pipe failure, etc... T e of Business: (a) Corporation (b) ? Partnership (c) Other State of Inc.: Type: State-, Describe: (d) X Municipality e) Individual ti i?ll , ---- Engineer/Consultant Company Name: MLA' ?+ ?- C+ ?; ContactName/Title: 1j1c,1,t4_e-[ 1_ °? Street Address for Overnight Mail: 13&s 14P_-q(e+ Avv_ Ci IState/Zi : Cfe?rw?er Fl?c?i?tn 331' Email. Address: t4'' je. a c? k m c k r iy c-re eA, e- A Office/Fax: Z A - tq& HK 40 42 FAX Cell/AlternatePhone: 017- Z44- X45 ) Continued on Page 2... Ll FORM CSX"t 7455 - Rev. 07102/2007 (Page 2 of 4) Application Date: Mwre_L f 3 , Z00 x T CSXT File/Agreement Number: Your Pro'ect Reference No.: 61-- 00 3 - u T Covered by a Master/General Agreement. Agreement No: Agreement Date: Work to be performed b : (a) 0 Owner's employees (b Owner's contractor - Type of Installation: New *Revision to Existin *Attachment to Existirt *Upgrade to Existing a * ./f'a revision, attachment or° z . ade, you. must p rovide detailed scope of ro -eet. b) * For existin crossin s/ parallelisms, &rnish co n existin RR4 eemerit or d reerneral No.: Will pipeline connect to an existing facility within Railroad corridor? I L] Yes Na a) If es, name of facility owner: b) If es, describe and show details on drawing. ectir?ti` - - Ci /Town/Villa e: CIet v- w& z_t Couu Pi ? ?? ai State/Province: I-L Occupancy Type: Crossing Only Crossing & Parallelism Parallel Only (Complete Section A or (Complete Sections A or B & C) (Complete Section C) B) A. RR Milepost Location for Crossing (non-spur track *Do not measure from a DOT sign. Crossing, location: 2-03 f1. / S / E / (direction) from RR Mile post: 8 13 Latitude: N Z- : $$ : 3 i . 41 Lon irade: W 82- : 41, 4 If Known: Valuation Station: Valuation Ma ? No.: B. RR Mile ost Location for Crossing (spur track)_ Al "Do not measure from a DOT si n. Spur Track Crossing Location: ft. (N' / S / E / W) (direction) from RR Milepost: w ...... to point-of switch, then: ft. aloe spur track to crossing location. Latitude: N Longitude- W If Known: Valuation. Station: Valuation '.Ma No.: C. RR Milepost Location for Parallelism V LA *.Do not measure from a DOT si n. Parallelism location. Enters CSXT RIW: ft. (N' / S / E / W) (direction) from RR. Milepost: CSXT R/VIW: ft. / S / E / W) (direction) from RR Milepost: and Exits Latitude: N Lon nude: W - Entrance If Known: Val. Station: Val_ Ma No.: Entrance Latitude: N Longitude.-. W - Exit If Known: Val. Station: Val,. Ma No.: = Exit Crossing Length/Segment Parallel Length/Segment on RR R/ n 86 ft. on RR R/W: Ft. Will pipeline be located entirely within public road R/W? Yes, DOT Crossing No.: No NOTE: Road name, number, and widtb of R/W are required on drawing. Continued on Page 3... 1 1 FORM CSXT 7455 - Rev. 0710212007 (Page 3 of 4) Application Date: fare 1,5 ZCV _ CSXT File/Agreement Number, PIPE SPECMCATIONS: CARRIER PIPE: CASING PIPE: Substance to be conveyed: (? flammable / ? Non-Flanunable) (? l We ur N/A I'em erature: e F N/A Maximum Working Pressure: /Do P.?; T- N/A Pipe Material: J ., :54-ecl- Material Specifications & Grade: w/ G-150 A5- rd 13q a,44 S ecified Minimum Yield Strength* , 42- 5a- 5? 35 Nominal Size: .I? 9- . ira - ; n G Thickness: Wall - 255 - i,r" Type of Seam- $ eawt e-s fic e Type of Joints: M??t??ti; cu I ?a:•? S:h? e i3? We lol Total Len h Within CSXT R/W: g-1 f If Tunnel Liner Plates: Attach manufacturer's shop detail and computations that include plate thickness and gauge, Location of Shut-Off Valves: v f W,--,5f c-f C5 7C T ROW 10 ? f E.,.5-V o c G5X7" koo Number of Manholes: Number of Other: Describe: Manholes shall be flush with to of ound and dimensions of ancill? structures are re uired on drawing. Method of Installation: (a) Bore & Jack (b ? Other: Protective Coating: Yes No . Type: Cathodic Protection: El Yes fK No Temporary track support or ri'pra required- Yes ® No If es describe and show details on drawing. -..? t _ Division: Subdivision: No. of Crossings: Val. Section/Ma No.: . Absolute Ma No.: PIN No.: Roadnaaster Code: Parcel No.: i Contract `l' e: Fiber: Val. Station CrossiA : Mile ost No. (Crossing). Val. Station Parallelis?u : From: Ta- Mile ostNo. arallelism : From: To: i Milepost No. (Spur Track): , then ft. along spur track(s) to crossing location. Shortline Lease Corridor: Yes No Shortline Lease A int. No.: _i Track Sold to Shortline: Yes No Inspector Required: ? Yes ? No En g. Approval Letter: ? Yes ? No FDOT En . Approval Ltr.: ? Yes ? No Project Manager: Title- Approved by: Title: Comments: i I Continucd on Page 4_-. C' FORM CSXT 7455 --- Rev. 07/02/2007 (Page 4 of 4) CSXT DRAWING REQUIREMENTS FOR PIPELINE CROSSINGIPARALLELISM Application Date: March 131 200 Agreement Number: Ali information and measurements are to be clearly labeled and shown on all drawings. All drawings are to be submitted with CSXT's pipeline occupancy application form No. 7455_ Failure to strictly adhere to these requirements may result in delays, additional costs and possible return of your, application. Drawings should either be 8f" x T I ° 8%" x 14" or 11 " x i7" size. CSXT reserves the tight to approve or decline any application. Gray or monochrome scale required. Aerial photos must be separate from the drawing, All applicable boxes must be checked (Note: Metric Information will NOT be accepted.) Legible Drawing(s) size 8Yz x11, 8%x14 or 11x17. Overall plan view for parallelisms g North Arrow Title block with owner's legal name, drawing number and date. New pipeline in hold lines- Distance and direction from CSXT actual milepost monumentimarker (not the DOT sign at the road crossing). J Distance and direction from nearest track and public road intersection. Public road right-of-way lines (if within the confines of a public road crossing)- [y? CSXT right-of-way lines relative to centerline of adjacent track(s). II' Width of CSXT right of way. - 21 Angle of crossing at track(s), and number of tracks crossed. 21 Plan View, cross-section and profile of casing and carrier pipes. w g Points where pipeline enters and leaves CSXT's right-of-way. 21 Total length of carrier and casing pipe within CSXT right of way. w Qr Cross-section of track at encroachment, including relevant dimensions. 2( Depthiminimum cover of casing pipe measured from- (d Top of pipe to bottom of rail Ld Within the right-of way but not beneath the track(s) ? Below any ditches Description of Casing Pipe End Seals Q Measurement to any manhole(s)lother(s) from nearest/adjacent track(s) and milepost- n Size and location of Vent pipes on cross section/profile drawing (for flammable substance with sealed casing pipe). Location of shut off valves: (a) Crossings, No further than 2,000 feet from centerline of nearest track; (b) Parallelisms: Within 2,000 feet of entrance and exit point of CSXT right-of-way rr 1a Location of any CSXT signals, signal equipment, road crossing warning devices, poles, pole lines, bridges, and any other facilities relevant to the pipeline and the location of the pipeline- F1 Location of all proposed/performed geotechnical borings - This is required for all casings with an O_D. of 48 inches or greater. F1 Facilities, structures, obstructions, etc... to be relocated. g Distance of face of Launching & Receiving Pits located from centerline of adjacent track @ 90°. ®r Launching Pit and Receiving Pit Dimensions: Width, Length and Depth. i ?iwtF4?Q I affirm that I have reviewed CSXT's Pipeline Specifications and the foregoing information complies with the current CSX Pipeline Specifications, governing laws or regulations, and accurately reflects the propo ed pipeline crossinglparallelism of CSXT's right of way. Applicant's Signature: rv 11 t 11 1 1 r w 1 1 1 1"' Check Date: 0211212009 Check #_487765 invoice Date 02/11/2009 Invoice Number CROSSING FEE 2/09 Invoice Amount $750.00 PO Number or Comments ST105199 Amount Paid $750.00 $760 t1o0048 7 ?E Silo 1:063001304 ?1: L 2 600 30 7 5811' t 11 - - I I I I I I I I I I I I I ~ .. ill ~ c: I d :i lL ~ ~ N I 8 ~ "- '" I '/ 'tJ . ~ Ii: ~ I ~ ~ ~ lL I ~ 0> ~ 0> 0> '1 ~ cil I III I II ;/ ; I ? '10 ~ 0 l' ~~ I n- I I o. III ~ I I I hi; ';<fr t":-6"W- /I~? ..' ~r7!;/~ III A/I : ( ~ -::: :::: :::= ::::- ~ ~ ~ J / ~ /1 \' - - - ~ _ ~ -::::::- ~,/"";....-::.. ~ I \\ _ _ - _ _3!l--- ~ .L...... ~i'V '.3t1 ~ - _ ~ _ - 7~~ -;..-...-'" ~, /" ,.-r- I .-=--... ..-=... .. (0'" --I- ~_ ~ /- I ... -=-- -.. :;:...$IJ'" - - ---- "'-~ /- " - I ._ ~1-- -- . J2-- --I- /_ - --.,~--"'\~ --- - ~ - -31- ----t' rs;- - -J, ~ -COCA TlON -eF :' -- ~ 'L _ - ----Jo..-=..._ . t;.. -- - 2lI- RECEI'1!iG-Pfr- "'-:::- -2G-/ L---. -::-~~.. (A.ePROX. 10'x10') TOE:OFs~ty-...-... ?HUT-OFF VALVE / / ..' / / T07'- LENGTH IN CSX ROW = 86' LJ P(PELlNE SEGMENT CROSSING = 86' ./PIPELlNE SEGMENT PARALLEL = 0' / pARRIER PIPE 8" DUCTlLE IRON (FULLY RESTRAINED) I'CASING 16" A139 GRADE B STEEL, " TOTAL LENGTH = 100.63' ../ / I.~?? CITY OF CLEARWATER. FLORIDA (~ ENGINEERING DEPARTMENT \~ =- ~ 100 S. Myrtle Ave. '(~.5~;'~ Clearwater, Fl 33756 MICHAEL P. LEPEAK. P." -~, No. 65642 I I / I I I I / I I r-;12 W ~ II / '\4- j >- II / l "~~ t ~ ~/ ,,~ CD -~~~-L-_-=--=-~ ~ ~ ,~ I- \ 'tP:I: ~ uoc -- ss -----SS LOCA Tl ON OF BORE PIT (APPROX. 10'x30') SHUT-OFF VALVE / / .$~&CREED lJ&!l HomIM A-.... Oe<Ir.ater, Fl .1l7!)e Ph",..: (727)<<2-7HWI. Fa.: {727}-461-3A27 EBOOO86i1 REVISION __.mdtlrnc:rlMd.com BY OATt ----- ----- --' //~ __ -r/ --L.f.__ / / ~,. / / "- 1/'" ill > 0IlC _ ~ 0- Z <( --l I C) I , \ 3r: eo I ucc -ellS- I ~ -G~"--: ~I ~ I I l:l \\ \\ I I r-~/ / I / ~ PINELLAS COUNTY, FLORIDA WTPs 1 AND 3 WELL FIELD EXPANSION PROJECT PHASE 11- RAW WATER MAIN PROPOSED PIPELINE CROSSING PALMETTO ST, PLAN VIEW ORA\IIH BY BFN JZI.t DE~ BY CHECXED BY <X*IlllACT NO. MPL U,A,C S1JRVE'lt:DIIY BOOK NO. .lCII1<<l. I.t & C 0992-0190 OATE DIU.IN Dwe HAM[ MARCH 2009 09920190CSX1 SCALE ...,. """L N'f'l't0\C) fOft CO;SlAlJCTlOH Cl1Y DIlJlNaIt WlOoAa D. Ql.Al.JDl. P.l. , J3n1 I I I I I I I I I I I I I 2 .. ili 5 I 0 ~ lL .... .. i!: N I ! "- '" I t ." .; a. 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Myrtle Ave. '{~~ Clearwater, F1 33756 __.lfM;ll!ItIa.-1eOlTl I 36 I I r ~ VEXISTlNG GRADE /" I ------/"" I I"" I " : 32 " I " I 8" 01 " J RAW WATER- ! (FULLY RESTRAINED) i\ "....STAINLESS STEEL ! \ q CASING SPACER 28 '.. ! 28 @f:-1S"A139GRA.'.DEB STEEL CASING \ i I I I ! 24 40 36 32 24 20 o 20 40 ~ HaRZ: l' - 20' VERT; ,. - 4' [WlA.. 8T 8FN JZ~ ,....... " MPL $JM'l'EDBY ~ &: c DA1[ ORA.. MARCH 2009 ~M=I<IM&CREED U55H~A-.... Oeolrwol_, FL J.l7~ Ptllll'lC (727)4-42-71lM. rn: (727)461-3627 ~119' PINELLAS COUNTY, FLORIDA WTPs 1 AND 3 WELL FIELD EXPANSION PROJECT PHASE 11- RAW WATER MAIN PROPOSED PIPELINE CROSSING PALMETTO ST, PROFILE &;ECTION HI"". CITY DroINEERt.lGlAE...D.QUU.f)I.PLlm21 MICrlAEL P. LEPEAK, P.E. No. 6~42 BY o...Tt ""'" ""T. _roo !:a<lTRUCTOOH o t 20 I I SCALE 1" = 20' I 40 i 20 60 l>€DlED " ~AC car.TJtACTNO. """''''' ..."" 0992 0190 SHttT NO- CIIIC /!jAW!!: 0992019OCSX2 I I I I I I I I I I I I I I I I I I I MAINTENANCE OF TRAFFIC (MOT) CERTIFICATE I I I I I I I I I I I I I I I I I I I MOT Certification Form Attach this foim to Maintenance of Traffic plans submitted to the City of Clearwater Project WTP 1 & 3 Wellfield Expansion Phase 11- Raw Water Mains name: Printed Signature Name of certified person siQninQ off the MOT plans Date IMSA certification level IMSA certification number IMSA certification expiration date FOOT certification level FOOT certification number FOOT certification (required for FOOT roads) expiration date Comments: - For office use only ~ I I I I I I I I I I I I I I I I I I I GEOTECHNICAL SOIL REPORT I I I I I I I I I I I I I I I I I I I HNiROW,ttllU,l (Cl~SUUlWj SlOHCllliKAl filGillHWiG I.\.\TWAlS ]fSllliG IHRlSHOIO IIiSfiOIOH D1ILlH6 IflVKIS & ASS 0 C I ATE 5, INC. October 14, 2008 Project No. 04-07-01 74-101A Michael Lepeak McKim & Creed, Inc. 1365 Hamlet Avenue Clearv,rater, Florida Report of Geotechnical Exploration and Evaluation Water Treatment Plants 1 & 3 Well Field Expansion, Phase 2 Pinellas County, Florida Dear Mr. Lepeak: Nodarse & Associates, Inc. (N&A) is pleased to present this report for the above-referenced project. This exploration was authorized by your fiml and was performed in general accordance 'with our proposal dated July 30, 2008. The purpose of the exploration was to obtain geoteclmical engineering data to assist in the design of additions to the City of Clearwater's raw water mains from the water wells to the treatment plants. Project Description It is our understanding that approximately 34,000 lineal feet of pipe is to be installed within the City of Clearwater. It is understood that the pipe will be installed primarily utilizing directional drilling. Open cut may be utilized at select locations. The piping will be installed under a number of significant intersections and will be deeper in those areas. The project area is located in Clearwater, Florida. The proposed project areas are relatively spread out. One of the areas primary areas focuses just east and west of North Highlands A venue from just south of Otten Street to just north ofTumer Street. Other areas focus around the intersection ofN. Belcher Road and Calumet Street, the intersection of Countryside Boulevard and State Road 580, and the intersection of Enterprise Road E. and Landmark Drive. In addition, one boring was performed to the east of Keene Road near the n01th end of Clearwater Airpark and one boring was performed near the intersection of Weaver Park Drive and Kapp Drive. Review of Available Data Based on our review of the United States Geological Survey (USGS), the project site spans the "Safety Harbor, Florida", "Clearwater, Florida", and Oldsmar, Florida" quadrangle maps. Generally, the ground surface for the pipe aliglIDlent ranges between elevations +40 feet NGVD to +90 feet . . . BUilD ON OUR EXPERIENCE GAINESVILLE i JACKSONVILLE LAWANO. MIAMI l ORMOND BEACH TALLAHASSEE I TAMPA : WEST PALM BEACH . WINTER PARK Water Treatment Plants 1 & 3 Well Field Expansion, Phase 2 N&A, Inc. Project No. 04-07-0174-101A Page 2 NGVD. Excerpts of the USGS the quadrangle maps have been combined to create a single map depicting the project areas. This map is shown on Figure 1 of the Appendix. A pOliion ofthe United States Depmiment of Agriculture (USDA) soil survey for Pinellas County for the project site is shown on Figure 2 of the Appendix. Soils found in the vicinity ofthe project site are summarized in the following table. Typical Duration .. - . . of Seasonal , HigbWater' , . Table"" 1-2 months 6-12 months . ........ ,-- '. .,-, .- " > ,I>epthofSeasonalHigh Groundwater Table for Soil . .. .., ..... T)'peil1 its'Natural State; As Au 1m Ma Adamsville Aslalula < 1 0 inches 40-60 inches < 1 0 inches < 1 0 inches 1-2 months Astor 6 or more months Immokalce * * Made Land Myakka Pamello Urban Land Urban Land Urban Land Urban Land < 1 0 inches 10-40 inches 1-4 months 1-2 months My Po Uc * * Uk * * Um * * * * Up *These soil types indicate that the swjicial soils have been altered by constructioll and therefore. 110 valid estimates call be made. Note that the soil series indicated by the SCS may vary in description from conditions found by our field work. The differences may be in interpretation of soil types or be the result of activity at the site subsequent to the publication. The SCS publication is used as a reference and N&A is not attempting to verify the existence of the SCS soil types. The limits 'of the SCS series may not represent inclusions within a mapped area. Inclusions are varying soil types found within a defined, mapped series. Subsurface Exploration Boring locations and required depths for the exploration were provided by McKim & Creed, Inc. Subsurface conditions for the proposed water mains were explored by perfonning a series of 15 and 25 feet deep Standard Penetration Test (SPT) borings at the locations provided by McKim & Creed, Inc. As an exception, boring B-14 was advanced utilizing a hand auger to a depth of 12 feet. This boring was perfOlmed with a hand auger in lieu of a drill rig due to site restrictions. The borings were performed at locations where directional drilling is anticipated for the proposed raw water main installation. The boring locations are shown on the attached Boring Locations Plans (Figures 3 and 4) in the Appendix. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Water Treatment Plants 1 & 3 Well Field Expansion, Phase 2 N&A, Inc. Project No. 04-07-0174-101A Page 3 At some locations the SPT borings were initially advanced manually to a dcpth of 4 feet to avoid possible damage to any underground utilities. At these locations, beginning at a depth of 4 feet, and from the ground surface at the remaining locations standard penetration tests were perfonned continuously to a depth of 10 feet and at 5- foot depth intervals thereafter. Each sample was removed from the sampler in the field and was examined, packaged, and sealed for transportation to our laboratory for further examination and visual classification. Groundwater levels were measured in the boreholes at the time of our field exploration. The hand auger boring procedure consisted of manually turning a 3-inch diameter, 6-inch long sampler into the soil until it was full. The sampler was then retrieved and the soils in the sampler were visually examined and classified. The procedure was repeated until the desired termination depth was achieved. Samples of representative strata were obtained for further visual examination and classification in our laboratory. The groundwater level was measured in the borehole at the time of our field exploration. General Subsurface Conditions The soil conditions encountered in the borings are shown on the Soil Boring Profiles (Figures 5, 6 and 7) in the Appendix. In general, the borings encountered "clean" sandy soils from the ground surface to the boring termination depth of25 feet (maximum depth explored). In this case, "clean" refers to sands with less than 12 percent passing the No. 200 sieve and are identified as Stratum 1, fine sand (SP), slightly silty fine sand (SP-SM) and slightly clayey fine sand (SP-SC). The relative density of these soils was very loose to very dense with standard penetration resistances ranging between 2 blows per foot to 50 blows for 3 inches. The higher standard penetration resistance values were generally encountered below a depth often feet. At some of the locations around a depth often feet and deeper, clayey sand (Stratum 2, sq, sandy clay (Stratum 3, CL) and highly plastic clay to silt (Stratum 4, CH/MH) were encountered and extended to the termination depth. The consistency of the fine grained soils, Strata 3 and 4, ranged from 3 bpfto 50 blows for 3 inches of penetration. Stratum 5 was encountered at the ground surface only at boring B-11. The following table summarizes the stratum encountered. uses d, _':,._ <>>";~"i'::" :,,:,_;:\::,,~t:/ ~:'~F{i.: 'Classific~'tion. . , '. . . ,. .- . . . Dark bro~organicsl'ty ~~nd SM 6 Brown, dark brown to dark gray silty sand SM Water Treatment Plants 1 & 3 Well Field Expansion, Phase 2 N&A, Inc. Project No. 04-07-0174-1 OIA Page 4 . The samples obtained between 4 and 8 feet below the ground surface in boring B-38 had a distinct petroleum odor. No other samples obtained during this exploration were noted to have a petroleum odor. The groundwater level was recorded at the time of drilling and is indicated in the soil borings (Figures 5, 6 and 7). The depth to groundwater was noted to range [rom as shallow as 3 feet below the ground surface to an excess of 12 feet. Groundwater levels will fluctuate with the amount of local rainfall and, therefore, may be different at other times. Estimated seasonal high groundwater depths are anticipated to be I to 2 feet shallower than were recorded during this exploration. These estimates are based on interpretation of USDA soil survey data, soil borings, antecedent conditions and consideration of adjacent wetlands and roadway improvements. Laboratory Testing Index Property Tests: Samples recovered from the borings were returned to the laboratOlY for visual classification and stratification by a geotechnical engineer. Index property tests were conducted on several samples to aid classification. The results ofthe tests are presented on Table 1 and are also indicated on the boring profiles on Figure No.5, 6 and 7 in the Appendix. Corrosion Series Tests: Samples were selected for pH, sulfate and chloride content, and electrical resistivity in order to assess their corrosion potential. The results of these tests are presented on Table 2 in the Appendix. We have reviewed the Florida Depaltment of TranspOltation Structures Design Guidelines for environmental corrosion classification. This document indicates that the three of the tested soils can be classified as "moderately aggressive" with respect to bmied steel and concrete structures with one sample, B-31, as "extremely aggressive" with respect to buried steel and concrete structures. Conclusions and Recommendations The following conclusions and recommendations are based on the projcct characteristics previously described, the data obtained in our field exploration and our experience with similar subsmface conditions and construction types. If subsurface conditions different from those disclosed by the borings are encountered during construction, we should be notified immediately so that we might review the following recommendations in light of such changes. Overall, the soil conditions within the proposed pipeline aliglIDlent are favorablc for the proposed construction. Most of the soil that will be excavated can be utilized for backfill material. However, during later sununer months, the later part of the rainy season, it is likely that, at some locations, the groundwater will be encountered within one to two feet of the ground surface. Therefore, dewatering during open cut excavations will be required. We recoI1Unend that the area in the vicinity of boring B-38 be explored to detennine the extent of potential contamination since this could affect construction methods utilized in this area. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Water Treatment Plants 1 & 3 Well Field Expansion, Phase 2 N&A, Inc. Project No. 04-07-0174-101A . Page 5 Directional Drilling/Jack and Bore: The constmction methods, procedures, and materials for these techniques shall be in accordance with the Florida Department of Transportation Standard Specifications for Road and Bridge Construction, latest edition. Excavations: Excavations for the project should be made in accordance with recommendations outlined by the Occupational Safety and Health Administration (OSI-IA) AConstruction Standards for Excavations". This indicates a maximum slope of 1.5 horizontal to 1 veltical (1.5H: I V) is permissible for excavations up to 20 feet in depth assuming there are no space constraints and that the excavation has been properly dewatered. Additionally, the excavations should be wide enough to provide adequate working room. The above recommendations are applicable only when the excavation will not compromise the integrity of existing roadways (i.e. the top of excavation is greater than 5 feet from existing . pavement). It should be also noted that slope recommendations are based in part on the assumption that a distance equal to or greater than the excavation depth is maintained from the edge of the excavation. When this cannot be maintained, shoring will be required. Shoring should be designed in accordance with current OSHA guidelines, taking into consideration loadings resulting from equipment and/or stockpiled fill. The excavation shall be made to the elevation of the bottom ofthe pipe and should be wide enough to provide adequate working room. The excavation should be performed with minimal disturbance ofthe soil at the bottom of the pipe elevation. Where soils permit, the trench sides should be ve11ical from 12 inches above the pipe to the bottom of the trench. Strata 1,2 and 6 soils are acceptable at depths between 4 inches below the bottom of the pipe to 12 inches above the pipe. Unsuitable materials such as clay or silt(Strata 3 and 4) shall be excavated to a minimum depth of 12 inches below the pipe or a depth necessary to establish a firm foundation. Backfill material from 12 inches above the top of the pipe to the ground surface shall include Strata 1, 2 and 6 soils. The backfill material should be compacted to a minimum of95 percent ofthe soil's modified Proctor maximum dry density as detennined by ASTM Specification D-1557. Backfilling: The trenches should be backfilled to the original ground surface and crowned a minimum of 3 inches. In-situ soils encountered in the upper 10 feet generally consisted of "clean" sandy soils (Strata 1) are satisfactory for use as backfill material as describe below: . The bedding zone is generally defined as the area from 4 inches below the bottom of the pipe to a distance of 12 inches above the pipe. Strata 1 should be utilized in this zone. The fill should be compacted to a minimum of95 percent of the soil's modified Proctor maximum dry density as determined by ASTM Specification D-1557. . The area above the bedding zone may be backfilled with material from Strata 1, 2 and 6. The fill should be compacted to a minimum of 95 percent of the soil's modified Proctor maximum dry density as detennined by ASTM Specification D-1557. Soils excavated below the groundwater table may need to be dried for proper placement. Strata 2 and 6 may require additional handling as they tend to be more moisture sensitive that Stratum 1. L Water Treatment Plants I & 3 Well Field Expansion, Phase 2 N&A, Inc. Project No. 04-07-0174-101A Page 6 . Soil strata 3 and 4 should not be used as backfill material for this project. Dewatering: Depending upon groundwater conditions duting the time of construction and the depth of excavation below existing grade, dewatering is likely to be required for the excavation and backfilling operations. Dewatering is likely to be necessary should the constmction take place during the summer'rainy season. Dewatering can probably be accomplished by installation of horizontal flexible slotted pipe "sock" drains or sanded well points. Achml dewatering meanS and methods should be left up to a contractor experienced in the installation and operation of dewatering systems. The contractor should provide a dewatering plan for review and approval by the engineer prior to the installation of the dewatering systems. Closure N&A appreciates the opportunity to be of service to you on this project. If you should have any questions concerning the contents of this report, or if we may be of further assistance, please do not hesitate to contact us. Sincerely, NODARSE & ASSOCIATES, INC. /7 " 1 ,1 /. :"/2..1// /i~~~/I/// / / 1. /Ij'/ I / J' I / /> :i?;;~ 7/. . I i ~ .f/I . I. " J ..f.j', r I 10 !ifr"/)''''.' 'J' ~{,./ v' . (( ,. '-- C;'aig M. Anstett, P.E. Area Manager, A VP FL Registration No. 60850 . /'17 -?--- / t:.~/""'" Stephen C. Knauss, P.E. Senior Geoteclmical Engineer FL Registration No. 28202 Distribution: 2 - Addressee I - File Appendix: USGS Site Vicinity Map (Figure l) NRCS Soils Survey (Figure 2) Boring Location Plan (Figures 3 and 4) Soil Boring Profiles (Figures 5, 6 and 7) Summary ofIndex Property Tests (Table I) Summary of Corrosion Series Tests (Table 2) R:\2007\04070174_ ClearwaterRawWater\1 0 1\A\final-rcports\Final Raw Water Report.doc I I I I I I .1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I APPENDIX I I I I I I I I I I I I I I I I I I I FIGURES - I I I I I I I I I I I If .. c; .- It i I~ ~ ;; I 0 'E ... ~ 0 0 I .... .... I ~ 5! ~ 8 N / I Ii:: E := 0 I I <0 0 0 N ~ 0 0 I , /' _ /'... ,.. ~ Ii \ " ,=, !" ',''''''''-"' ," -'" <". . .- .. . .,.........Wffil!~o.. ]... :tl:.. ,,'M x~:r-jL Q I \ I =1... r -- ~llllf- . "ll~JI~Vti . ~i!' j!II'illh~';r~--~ '." I~;~--~ ~'---. ~;l f!~J~ BY" i~: ~ f~': -~---:_,- _,..,-~ n.-L'- -~~:::.: o'~ ~ : .'~I'lT~;di ~ ' r! l~:- . 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II ~~~"'--"~ ',I~ :..~:::::=:: c,I'~I=/ '\ .' .. ro ~ II') _ :r==' - "'!; II. I( I H~~_~'T. ". .. '~--'I'il-':'~~~~ ~ I. ..1\\ ~r;~1 . I ~; !J \ i \, El~>"'~ ~h- ;: ~:.: ~U~K-;;I:: .. -- .:.1-11 ~ . REFERENCE: SECTION: TOWNSHIP: RANGE: ISSUED: REVISED: REFERENCE: SECTION: TOWNSHIP: RANGE: ISSUED: REVISED: REFERENCE: SECTION: TOWNSHIP: RANGE: ISSUED: REVISED: U.S.G.S. "SAFETY HARBOR. FLORIDA" QUADRANGLE MAP 1 & 6 29 SOUTH 1 5 EAST 1974 1987 U.S,G,S. "CLEARWATER. FLORIDA" QUADRANGLE MAP 2. 11. 12 & 14 29 SOUTH 1 5 EAST 1974 1987 U.S.G.S. "OLDSMAR, FLORIDA" QUADRANGLE MAP 29 & 32 28 SOUTH 1 6 EAST 1974 1987 LEGEND '* APPROXIMATE LOCAflON OF BORINGS U.S.G.S. QUADRANGLE MAP CITY OF CLEARWATER WATER TREATMENT PLANTS 1 &3 RAW WATER LINE PINELLAS COUNTY. FLORIDA DRAWN: TMB ItloARsE & ASS 0 C I ATE 5, INC. CHKD: CMA SCALE: 1"=2000' DATE: 09-25-08 PROJ. NO: 04-07-0174-101A FIGURE: 1 - I I I I I I I I I I I I " " N I <.:> G: I <( ~ I I ... ..... C; I ..... <> I C5 I .g u $. C; .'2 .. ~ I " 0 't ~ II 0, ... I ..... ~ <> ~ 8 '" ~ I '" E 0 0 0 I I a:l 0 0 N .0 '0 I 0 REFERENCE: SECTION: TOWNSHIP: RANGE: ISSUED: U.S.D.A. - S.C.S. SURVEY FOR PINELLAS COUNTY, FLORIDA 1, 2, 6, 11, 12, 14, 29 & 32 28 & 29 SOUTH 1 5 EAST 1972 SOILS MAP INDEX Ad ADAMSVILLE FINE SAND As ASTATULA FINE SAND, MODERATELY DEEP WATER TABLE Au ASTOR SOILS 1m IMMOKALEE FINE SAND Mo MADE LAND My MYAKKA FINE SAND Po POMELLO FINE SAND Uc URBAN LAND-ASTATULA COMPLEX Uk URBAN LAND-IMMOKALEE COMPLEX Um URBAN LAND-MYAKKA COMPLEX Up URBAN LAND-POMELLO COMPLEX LEGEND * APPROXIMATE LOCATION OF BORINGS U.S.D.A. - SOILS MAP CITY OF CLEARWATER WATER TREATMENT PLANTS 1 &3 RAW WATER LINE PINELLAS COUNTY, FLORIDA DRAWN: TMB IWoDARSE & R S S 0 C I R T E S. INC. CHKD: CMA SCALE: 1"=2000' DATE: 09-25-08 PROJ. NO: 04-07-0174-101A FIGURE: 2 I I I I I I I I I I I I~ I <( ~ I I! I .! -:: .. ~ 11 g o I Ii ~ 8 .... Ii I~ 10 I o -$- u o LEGEND APPROXIMATE LOCATION OF STANDARD PENETRATION TEST BORING BORING LOCATION PLAN CITY OF CLEARWATER WATER TREATMENT PLANTS 1 &3 RAW WATER LINE PINELLAS COUNTY, FLORIDA DRAWN: TMB ItlDARsE Ii R S 5 0 C I ATE S. INC. PROJ. NO: 04-07-0174-101A FIGURE:.3 CHKD: CMA SCALE: N.T.S. DATE: 09-25-08 I I APPROXIMATE LOCATION OF STANDARD PENETRATION TEST BORING I I I I I I I I I BORING LOCATION PLAN CITY OF CLEARWATER WATER TREATMENT PLANTS 1 &3 RAW WATER LINE PINELLAS COUNTY. FLORIDA SCALE: N.T.S. ItlOARSE & A 5 5 0 C I ATE 5, INC. o I~- 10 .8 DRAWN: TMB CHKD: CMA DATE: 09-25-08 PROJ. NO: 04-07-0174-101A FIGURE: 4 - I I 0 I 5 l- I w w 10 LL Z I I I- 15 ll.. w 0 I 20 25 I I I 0 I 5 l- I w w 10 LL ~ I I~ . I- 15 ll.. w 0 I < 2 20 I I! I C5 25 II :i ;0: 11 00 ~I . .. ... I~ fZ10 R 0 ~ ~0 8 N ~ rzl8 Ii ~@ a I []J]0 I~. 10 (SP) U 0 I ~E.Q:I 8- 1 B-2 8-3 N N N I 4 6 .. . .. . 3.0',' ~ - . . 4 .. . W=21 ... -200=10 8 .... (1) 6 .. . 08-25-08 _ ..... .. . 10 .. . 6.0','- - 10 '::: (1) (1) W=22 08-25-08 11 ..... W=23 @00=34 GNE TO 100' -200=4 17 .... 08-26-08 .... .... .. . .... (1) 0) 9 .... 18 .. . 16 . B-4 8-5 N N 11 . .. 3 :::. .. . W=5 10 .. . (1) 3 :.:. -200=4 . .. 17 7 (1) .. . ... 6 . .. W=13 14 -200=14 .. . GNE TO 10.0' - 3 0 GNE TO 100' - 11 .::: 08-26-08 08-26-08 W=228 -200=21 7 .... (1) 0 15 8-8 B-9 B-10 B-11 B-12 N N N N N 16 :::. 16 :::. 6 .... 11 :.:.:.: 7 :':':': (1) 10 :::. 9 :::. r S :0 " ~ L 4.5'., _ 08-26-08 3 .:.:.:. 4 .... (1) (1) W/TRACES OF L1MEROCK (3) W=33 -200=23 6.0'.' - 08-26-08 4 '::: 10 :-:.:-: 16 :::. (1) 4.0'., 08-26-08 9 .:.:.:. GNE TO 100' 08-26-08 21 :::. 10 .:.:.:. (1) . .. 2 .:.... (1) 17 :::. 2 .... 11.0',' - 09-27-08 13 .::: 15 :.:.:: 26 .::: 4 35 LEGEND LIGHT BROWN, BROWN, DARK BROWN, LIGHT GRAY, GRAY FINE SAND, SLIGHTLY SILTY FINE SAND TO SLIGHTLY CLAYEY FINE SAND (SP, SP-SM, SP-SC) BROWN TO GRAY CLAYEY SAND (SC) BROWN, GREEN-GRAY SANDY CLAY (CL) GRAY, GREEN CLAY OR SILT (CH, MH) ORGANIC SILTY SAND BROWN, DARK BROWN TO DARK GRAY SILTY SAND (SM) UNIFIED SOIL CLASSIFICATION GROUP SYMBOL AS DETERMINED BY VISUAL EXAMINATION CIRCULATION LOSS (%) GROUNDWATER NOT ENCOUNTERED TO THE DEPTH OF 10.0' DEPTH TO GROUNDWATER LEVEL IN FEET WITH DATE OF READING STANDARD PENETRATION RESISTANCE IN BLOWS PER FOOT (50) BLOWS REOUIRED TO DRIVE SAMPLING SPOON (5) INCHES NATURAL MOISTURE CONTENT (%) FINES PASSING No. 200 SIEVE (%) L10UID LIMIT PLASTICITY INDEX GNE TO 10.0' 3.'0 09-22-08 N 50/5" W -200 LL PI 7.0':!.. 08-25-08 r ~ 3 ' g ~4 ---:- L 09-22-08 - 8-6 N 6 .:.:-:- 6.... 4.... (1) 3 :.:.:.: 3 :::. B-13 N 8-7 NI 6.... CD W/TRACES 4 .... OF L1MEROCK 6.5'., 08-25-08 3 .... 4 :.:-:.: CD 14 :::. 0) W=26 -200=57 LL=42 PI=22 o W=58 -200=92 LL=104 PI=49 8-14 3 .:-:.:- 5 .... CD W=25 -200= 1 5.0',' - 09-09-08 W=12 0300=8 W=21 -200=8 SOIL BORING PROFILES CITY OF CLEARWATER WATER TREATMENT PLANTS 1 &3 RAW WATER LINE PINELLAS COUNTY, FLORIDA DRAWN: TMB CHKO: SCALE: DATE: 09-25-08 CMA NOTED lWoDARSE Ii ASS 0 C I ATE 5, INC. PROJ. NO: 04 07 0174 101A FIGURE: 5 - I I I I I I I I I I I I If ~ I .. 2 I~ \:; I % It ll" 11 E o I Ii ~ 8 ~ Ii o I I~. '" - " 10 f- W W i.J... Z 10 I f- a... w o 15 20 25 f- W W i.J... ~ 10 15 20 25 o 5 o 5 Af.j"\ U~ ~0 1Zl0 1Zl0 ~0 []@ (SP) -.E.Q" 8-15 N 6.8'.' 08-26-08 W/TRACES 12 .:.:.:- F lIMEROCK 16 .::: FRAGMENTS 5 .... 0) 7.0'.'_ 08-26-08 2 :-:.:.: 4 :::. 8) 8-22 N 4 :::. 8.0'., 09-09-08 _ 6 .:.:.:. 7 .:.:.:. 12 .:.:.:. 0) W=24 10 '..: -200=1 _ GNE TO 10.0' _ 08-26-08 11 :::. 8-16 N 0) 8-17 N 6 .:.:.:. r- ffi " " < L 6.0j - 09-09-08 ... 0) 6.... ~TRACES - 5.5'.'- OF lIMEROCK FRAGMENTS 08-26-08 8-23 N 7 .... .., W=5 6 :'::. -200=3 7 :.:.:.: 12 :::, 0) 10 :::. 11 .::: LEGEND LIGHT BROWN, BROWN, DARK BROWN, LIGHT GRAY, GRAY FINE SAND, SLIGHTLY SILTY FINE SAND TO SLIGHTLY CLAYEY FINE SAND (SP, SP-SM, SP-SC) BROWN TO GRAY CLAYEY SAND (SC) BROWN, GREEN-GRAY SANDY CLAY (CL) GRAY, GREEN CLAY OR SILT (CH, MH) ORGANIC SILTY SAND BROWN, DARK BROWN TO DARK GRAY SILTY SAND (SM) UNIFIED SOIL CLASSIFICATION GROUP SYMBOL AS DETERMINED BY VISUAL EXAMINATION CIRCULATION LOSS (%) o W/ORGANIC FIBERS 8) GNE TO 10.0' 3.4'.' 09-22 -08 N 50/5" W -200 LL PI W=18 -200=23 @ o 8-24 N r 8 ffi <.> a L 7.0'., 09-09-08 3 .:.:.:- 2 :::. 0) W=18 5 :.::: -200=5 7.5'., 09-10-08 14 :::. 8-18 N 5 '::: W=20 -200=1 16 :-:.:.: 0) 49 :::. 41 :::. 8-25 N r 8 ffi " :J < L 6 .:.:.:. 5 .... 7 .... ... 0) 50 :::. 64 .:.:.:. 50 5 GROUNDWATER NOT ENCOUNTERED TO THE DEPTH OF 10.0' DEPTH TO GROUNDWATER LEVEL IN FEET WITH DATE OF READING STANDARD PENETRATION RESISTANCE IN BLOWS PER FOOT (50) BLOWS REQUIRED TO DRIVE SAMPLING SPOON (5) INCHES NATURAL MOISTURE CONTENT (%) FINES PASSING No. 200 SIEVE (%) L10UID LIMIT PLASTICITY INDEX 11.0'.' - 09-09-08 7.0~.! 09-10-08 8-19 N r- ffi " :J < L 7 :::. 10':-:':' 0) 9 .:.:.:. 15 '::: 8-26 N r 8 ffi " ii L 4 :-:.:-: 5 :::. 6 :::. ... 0) 60 .::: 66 :.:.:.: 50 3 ... 12.5'., 09-09-08 10.0',' _ 09-10-08 8-20 N r- ffi " " < L 4 .::: ... W=ll 5 :'::. -200=1 4 :::. .. .. 0) 16 .:.:.:. 8-27 N r ~ g L 7 :::. 0) 14 .::: 15 :::. 4 .:.:.:. 12.5'., 09-09-08 W=26 -200=2 W=7 -200=4 9.0'.' 09-10-08 8-21 N r 8 0: g L 4 :.:':.: 4 :::. ... 0) 4 .:-:.:. W=20 -200=9 8-28 N r ~ " :J < L 4 .:.:.:. 8.... 0) .. W=18 16 :-::: -200=4 17 ::: SOIL BORING PROFILES CITY OF CLEARWATER WATER TREATMENT PLANTS 1 &.3 RAW WATER LINE PINELLAS COUNTY, FLORIDA DRAWN: TMB CHKD: SCALE: NOTED DATE: 09-25-08 CMA ItloARsE & ASS 0 c: I ATE S. INC. PROJ. NO: 04 07 0174 101A FIGURE: 6 ~-- I I I I I I I I I I I I I- a... If ~ <( ~ I I~ ~ Ii "ii" ~ 11 ~ .... .... Ii 8 ~ Ii o I I~ u o I I- W W lL. ~ I I- a... W o 20 25 I- W W lL. ~ 20 25 30 o 5 10 15 o 5 10 15 0f1\ U~ [Zl0 fZI0 fllCV [2J@ []]0 (SP) ~T. 8-29 N 3 .... 6.0',' - 08-27-08 16 .::: 13 .::: W=15 -200=6 23 :.:-:-: (i) 26 :::. W=17 - 30 .:.:.:. -200=8 34 .:.:: (i) GNE TO 10 O' _ 34 .::: 08-26-08 .... 22 :::. 8-36 N r 8 :::; U :J .. L 6.8',' 09-29-08 13 .::: 9 .:-:: 6 .:.:.:. 9 .... W=4 -200=3 W=6 -200=S (i) 6.5',' 09-29-08 8-30 N 22 :::. 35 :::. 11 .::: 8-37 N r ~ U :J L LEGEND LIGHT BROWN, BROWN, DARK BROWN, LIGHT GRAY. GRAY FINE SAND. SLIGHTLY SILTY FINE SAND TO SLIGHTLY CLAYEY FINE SAND (SP, SP-SM. SP-SC) BROWN TO GRAY CLAYEY SAND (SC) BROWN, GREEN-GRAY SANDY CLAY (CL) GRAY, GREEN CLAY OR SILT (CH, MH) ORGANIC SILTY SAND BROWN. DARK BROWN TO DARK GRAY SILTY SAND (SM) UNIFIED SOIL CLASSIFICATION GROUP SYMBOL AS DETERMINED BY VISUAL EXAMINATION CIRCULATION LOSS (%) W=6 -200=S W=7 0)200=4 @ GNE TO 10.0' 3.4'-, 09-22-08 -200 LL GROUNDWATER NOT ENCOUNTERED TO THE DEPTH OF 10.0' DEPTH TO GROUNDWATER LEVEL IN FEET WITH DATE OF READING STANDARD PENETRATION RESISTANCE IN BLOWS PER FOOT (SO) BLOWS REOUIRED TO DRIVE SAMPLING SPOON (S) INCHES NATURAL MOISTURE CONTENT (%) FINES PASSING No. 200 SIEVE (%) LIQUID LIMIT PLASTICITY INDEX 8-31 N I ~ ~ 6.0',' L r 8 :::; u 4.5',' L 09-22-08 14 :-:.:-: (i) 09-22-08 35 :::. W=21 20 :... -200=4 8-38 N r ~ U :J L .... (i) ... . ... -, 7 :.:.:.: PETROLEUM . . ,9!:l.OR 12 ..... "0 7.S',' 09-29-08 7.3',' 09-29-08 (i) (3) NO RECOVERY (3) N SO/S" W PI 8-32 N 31 :-:.:.: 20 :::. I s :::; u 7.2',' l 09-22-08 . .. (i) 11 .:.:.:. W=21 16 '..: -200=4 25 ... 8-39 N I ~ u l ~=1S 0200=14 W=26 (i) 6.S',' -200=3 09-29-08 8-33 N 4 .:.:.:. 5 .:.:-:. (i) 10 :-:.:.: 18 :::. 24 : W=20 -200=23 @ 8-40 N r ~ g .. L . .. (i) 4 :::. 3.0',' 08-27-08 _ I ~ g 7.0',' L 8-34 8-35 N N 4 .:.:.:. 13 .::: 3.0',' 08-27-08 _ 4 '::: 5.... 4 .::: 7 .... 15 :.:.:.: (i) 9 :.:.:.: (i) 14:" W=20 -200=3 6 :.. W= 16 ",. -200=5 26 :::. 38 :::. 8-41 N 16 -:.:.:. W=1S -200=7 W=18 -200=8 (i) 14 ':::. SOIL BORING PROFILES CITY OF CLEARWATER WATER TREATMENT PLANTS 1 &3 RAW WATER LINE PINELLAS COUNTY. FLORIDA DRAWN: TMB CHKO: CMA SCALE: DATE: 09-2S-08 NOTED ItlDARSE & ASS 0 C I ATE 5, INC. PROJ. NO: 04-07-0174-101A FIGURE: 7 7 TABLES Hy 1? r ?J r??q VJ W rC-t a ? W O F-' ? W H U Q ? ,p f ? rr TT o t 1 ` N ? ?? r r r r r " ? " ?: F " CV •7 N E U -? " r s r ,Ny. 0 ? r " r ? r r i W ? ? M '?' N M ?' oo V o0 oa cn d' ? "n -- ^d N N ? cn N o? ?' C N ^? ^-? d? N O N :t N „-, ? N ? ^-' C• oa ? C- *-' •- N ....- N O N C? N v' ,? ? .o o N N {? .- N N ? N m c1 C z? v, tin y q h n Q _ G1 ? h oo OU N - ^? N rn ^+Y' d' v" 00 d- h c?1 ?h M ° ? M N xr ? C 1 N U U V] ? D 7 •--• M ?D ,-+ 4^- c'7 `7 M (?1 C'r1 ,? ^.' N hl ? ?" U Ca r C. vJ j 0. ?" M ] x. •? U A- a v: U U 7. V 0. A 0. V) IJ a C/] C C/J O. Cam /1 " [ i] C o_ ZY) ?+ ro ? C? n- 0 A. 14 C/7 r1 V] C) C C'/) U ?] U C!) U7 ?j U U l/) U 0.. Cl) C/] ) . c r -- rL, U C/J Cr] VD U] U} 00 - - - - - - - - - - - - - - i I { a p b '2 71- r3 U [? cd ct r' 7ti C o !F. - J U (? [3 c' I c, CS '?. r d? :'- rS ?] [C v? v] d7 LH ? F. ? J-. ...- b cG F- 1+--' w -L] ? j U . CJ -? rn CJ ?] ? CJ "" 05 N qJ v, N ? GJ r] ? N G C=. yr N 77 ' u] .. y=r W ? G: cs r tz- w 4? l w j 1? tM c a " t" -p ,? r - C? r of O O, 5f _ 7. " + G C G r _ '? 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N -t N ?7 cry m ?] q ?+] i? da F] g p7 f Table SL TIVJNLA RY OF SOIL CORROSION PROPERTY TEST RESULTS CLEARWATER RAW WATER LINE CLEARWATER, FLORIDA N&A Project No. 04-07-0174-101A APPROXIA lA I E DEPTH I TrsIsTr Y CHLORIDE CONTEN'f SULFATE CONTENT PH LOCATION B-10 (FT) 8 (OIiM-CM) ., 000 7 (PPM) - 60 (PPM) <5 6.0 8-23 6 , 21,000 60 =5 62 B-31 8 28,000 60 'S 4.3 B-33 8 18,000 60 _ <5 6-1 iJ 11 ENVIRONMENTAL CONSULTING GIUTICIINIGI. CNGINEFRINf, MATERIALS TESTING .... I HKE51IGLO IRSRECUUN hi GRILLING SERVICES ODARSE & A S S O C I A T E S, I N C. lid Id IN Limited Site Assessment Clearwater Raw Water Line Site Clearwater, Pinellas County, Florida id December 9, 2008 IN Id, 9 IN IN 4 1?1 in IN ,10 I? LIMITED SITE ASSESSMENT CLEARWATER RAW WATER. LINE SITE CLEARWATER, PINELLAS COUNTY, FLORIDA Prepared for: Mr. Michael Lepeak McKim & Creed, Inc. 1365 Hamlet Avenue Clearwater, Florida 33756 Prepazed by: Nodarse & Associates, Inc. 1675 Lee Road Winter Park, Florida 32789 N&A Project No. 04-07-01.74-301A December 9, 2008 ENVIRONMENTAL CONSULTING GEOTECUNICAL ENGINEERING MATERIALS TESTING i HRES11010 INSYL CTION V URILUNG SERVICES DARSE A 5 5 O C I A T E 5, Z N C. December 9, 2008 Project No. 04-07-0174-301 Mr. Michael Lepeak McKim & Creed, Inc. 1365 Hamlet Avenue Clearwater, Florida 33756 Limited Site Assessment Clearwater Raw Water Line Site Clearwater, Pinellas County, Florida w A A P 01 concerning the contents of tbis report, or if we can be of further assistance, please do not hesitate to Dear Mr. Lepeak: Ji accordance with, your request and authorization, Nodarse & Associates, Inc. (N&A) has completed the Limited Site Assessment (LSA) for the right-of-way located at the southwest corner of Enterprise Road and Landmark Drive in Clearwater, Pinellas County, Florida (Subject :Property). The goal of this LSA was to assess the soil and groundwater at the Subject Property in. conjunction with the discovery of petroleum odors from the location of soil boring B-38 during N&A's geotechnical exploration activities. Two (2) copies ofthis report have been prepared and submitted for your use. N&A appreciates the opportunity to be of service on this project. Should you have any questions contact us. Sincerely, NODARSLV4e-ASSOCIATES, INC. Yian Mel lC, E_) Environmental Engineer R 12007\04-07-0I 7413011A1fTnal-reports\LSA report.dw Debra R. Harrington, P_E_ Environmental Department Manager In IN TABLE OF CONTENTS 1.0 INTRODUCTION .....................................•---.....................................................--•---•-------. I 1.1 Authorization ............. ..... ................. ................ .....------------------------------------------------------- 1 1.2 Site Location and Description ------............... -............. ---------- ............... .----------------------- 1 1.4. Purpose and Scope ----------- ------------ ...... ............ ........................................................... 1 1 2.0 ASSESSMENT METHODOLOGY AND RESULTS ................... ..... ..2 2.1 Soil Assessment Methodology . ................................................ ......... ... • 2 2.2 Soil Assessment Results ...............................••-•-•-•---•---..................---------..........--•-------- 3 23 Groundwater Assessment Methodology ............................. -------------- -........... --------....... 2.4 Groundwater Assessment Results -------------------------------------------------- --••-----------------------• 4 3.0 QUALITY ASSURANCE/QUALITY CONTROL ....................................................... 5 3.1 Field Activities --. ------------ ----------------- $ ?-........... ............ .--------- ........... ................................ ........ 3.2 Laboratory Activities ........ 4.0 CONCLUSIONS AND RECOMMENDATIONS .......................................................... G 5.0 WARRANTY AND RELIANCE ..................................................................................... 7 LIST OF FIGURES Figure 1 Aerial Site Location. Plan Figure 2 U.S.G.S. Quadrangle Map Figure 3 Soil Boring and Monitoring Well Location Plan LIST OF TABLES Table 1 Summary of Soil Organic Vapor Analyzer Field Screening Results Table 2 Summary of Detected VOC Concentrations in Groundwater Sample Table 3 Summary of Detected PAR Concentrations In Groundwater Sample APPENDICES Appendix A Site Photographs Appendix. B Chain-of-Custody and Laboratory Analytical Reports Appendix C Field Calibration and Groundwater Sampling Logs McKim. & Creed, Inc. Nodarse & Associates, Inc. Project l\Fo. 04-07-0174-341 Page I 1.1 Authorization. 1.0 INTRODUCTION Nodarse & Associates, Inc. (N&A) has completed. a Limited Site Assessment (LSA) for the right- of-way located at the southeast corner of Enterprise Road and Landmark Drive in Clearwater, Pinellas County, Florida (Subject Property). N&A performed this LSA in accordance with the terms and conditions of the proposal dated October 15, 2048 between. McKim & Creed, lnc_ and N&A. 1.2 Site Location and Description ?.. The Subject Property is located at the.southwest corner of Enterprise Road and Landmark Drive in Clearwater, Pinellas County, Florida, as shown on Figure 1. The Subject Property is located in Section 32, Township 28 South, and Range 16 East, as referenced on the Oldsmar, Florida, United States Geological Survey 7.5 Minute Topographic Map, as illustrated on Figure 2. 1.3 Site Background During a geotechnical exploration in the area of the Subject Property in September 2008, N&A field personnel discovered petroleum odors frorn the soil boring location designated as B-38 located. at the right-of-way of the intersection of Enterprise Road and Landmark Drive. The strong,etroleunn odor was reportedly originated from 4 feet to 8 feet below land surface (BLS). Photographs ofthe B- 38 location are provided in Appendix A. 1.4 Purpose and Scope The purpose of this LSA was to determine if petroleum-type impacts to the soil and/or groundwater exist along the right-of-way of the vicinity of the soil, boring B-38 location. In accordance with. the scope of services and field, observations, the following held activities were performed: Advanced a total. of of nine (9) hand-angered, soil borings to the groundwater table at the Subject Property. Soil.samples were collected from each soil boring location for field screening of organic vapor with an organic vapor analyzer (OVA). One (1) select soil sample was collected and submitted for laboratory analyses. . Installed one (1) temporary groundwater monitom' ig well at the Subject Property. One (1) groundwater sample was collected and submitted for laboratory analyses. R C n u J C 1\4cKin3. Creed, Inc. Nodarse & Associates, Inc. Project No. 04-07-0174-301 Page 2 2.0 ASSESSMENT METHODOLOGY AND RESULTS 2.1. Soil Assessment Methodology On November 4, 2008, N&A personnel advanced a total of nine (9) soil borings (SB-1 through SB- 9) at approximately 10 feet apart along the right-of-way at the Subject Property, as shown on Figure 3. The soil borings were hand-augered with a decontaminated, stainless steel, hand operated bucket auger. In order to determine the presence of elevated organic vapor concentrations in the soil samples collected- from these soil borings, the soil samples were collected at 2-foot intervals from land surface to 7 feet BLS and. were field-screened with an OVA equipped with a flame ionization detector (FlD). Soil screening was conducted in accordance with the guidelines for head space analysis, set forth in the Florida Department of Environmental Protection (FDEP) document entitled "GuideZines for .Is,sessment and Source Removal of Petroleum Contaminated Soil," dated May' 998 and Chapter 62- 770.200(19), Florida Administrative Code (FAC). The on-site soil organic vapor was measured with a Porta FID U OVA equipped with a FID. Glass sample jars were half-filled with. the collected soil, covered with aluminum foil, sealed., and set aside to allow the volatiles to equilibrate throughout the h.eadspace. The organic vapor response for each collected soil sample was determined by inserting the OVA-FID probe into the headspace of the sample jar and recording the highest sustained reading. The two jar method was used to obtain total organic vapor readings and carbon :filter readings, to account for the presence of naturally occurring methane in soils. The resultant total non-methane IN hydrocarbon level. was calculated by subtracting the carbon-filtered response from the total. ,response. The OVA screening results of these soil samples were recorded and summarized in Table 1.. N&Aparsonnel observed petroleum odors in. the soil samples collected froze. 5 feet BLS to the water .. table at SB- I (which was encountered around 9 feet BLS), which is in the vicinity ofthe geotechnical boring B-38 location. The only soil sample collected. above the water table which recorded an OVA response above 10 parts per million (ppm) is SB-1 from 5 feet BLS at 18 ppm. Subsequently, the soil sample collected from SB-1 was submitted for laboratory analyses by United States Environmental Protection Agency (USEPA) Method 8021 for benzene, toluene, ethylbenzene, total, xylenes/methyl tert-butyl ether (BTEX/MTBE), USEPA Method 8270 for polynuclear aromatic hydrocarbons (PAID, and Florida Petroleum Range Organics (FL-PRO) for total recoverable petroleum hydrocarbons (TRPT-1). The soil samples were properly labeled, placed in a cooler, packed with ice, and transported under chain-of-custody (COC) to Flowers Chemical Laboratories, Inc. ID Altamonte Springs, Florida. A copy of the COC forms is provided iii Appendix B. All soil cuttings generated during these activities were placed. back into their respective boreholes. ¦ McKie & Creed, )etc. NTod.arse & Associates, Inc. Project No. 04-07-0174301 Page 3 2.2 Soil Assessment Results The laboratory analytical results for these soil samples were evaluated in accordance with the applicable Chapter 62-777, FAC residential soil cleanup target levels (RSCTLs), industrial soil cleanup target levels (ISCTLs), and leachability-based groundwater cleanup criteria (LBGC). A copy of the laboratory analytical report is included in Appendix B. BTEX/MTBE, PAH, TRPH All of the analyzed BTEX/MTBE, PAH, TRPH constituents '"Tere below their respective laboratory method detection limits. 23 Groundwater Assessment Methodology On November 4, 2008, N&A perswinel installed one (1) temporary groLndwater monitoring well TNff4, with a. truck-mounted drilling rig at the Subject Property. TM:W-1 was installed in close proximity to the geotechnical boring B-3 8 location, as shown on Figure 3. TMW-1. was constructed using 10 feet of 1-inch diameter, 0.010-inch factory slotted Schedule 40 polyvinyl chloride (PVC) pre-packed well screen coupled with a solid PVC monitoring well sump (bottom.) and topped with a solid PVC riser. The PVC sunip, pre-packed well screens, and the riser were transported. to the site in new condition and wrapped in protective plastic. After removing the protective wraps, the assembled monitoring well was lowered into the open borehole so that the slotted. screen intersected the surface of the groundwater table. The annular space was filled with 30/65 silica sand pack. Prior to purging the well., the depth of the initial static water level was measured and recorded in the Groundivater° Scrinpling Log_ The monitoring rvell was then purged with the low--flow method for stability by utilizing a peristaltic pump with dedicated silicon and polyethylene tubing. Sampling. equipment was calibrated prior to the sampling activities and recorded in the Field Instr°urnent Calibration Records_ A copy of the well sampling documentation and the calibration records are provided in Appendix C. After the monitoring well was developed anal the groundwater was free from sands and silts, a groundwater sample was collected for laboratory analyses by USEPA Method 8260 for volatile organic compound (VOC), USEPA Method. 8270 for PAH, Fl, PRO for TRPH, USEPA Method 6020 for lead, and USEPA Method 504-1 for ethylene dibromide (FDB). The groundwater sample was properly labeled, placed in a cooler, packed with ice, and transported wider COC to Flowers Chemical Laboratories, Inca in Altamonte Springs, Florida. A copy of the COC form. is provided in Appendix B. The developnxeut water generated during these activities was spread within the saute general area of the Subject Property. The temporary monitoring well was properly abandoned upon leaving the Subject Property. 7 IN IN 4 in IN IN IN IN IN McKim & Creed, Inc. Nodarse & Associates, Inc. Project No. 44-07-0174-301 Page 4 2.4 Groundwater Assessment Results Tl1e analytical results for the groundwater sample collected from temporary monitoring wellTMUT-1 was evaluated irr accordance with the applicable Chapter 62-777, FAC groundwater cleanup target levels (GCTL) and natural attenuation default concentrations (NADC). Table 2 summarizes the detected VOC laboratory groundwater analytical results. Table 3 summarizes the detected PAH laboratory groundwater analytical. results. A copy of the groundwater laboratory analytical report is included in Appendix B. A sunnuary of the groundwater analytical results is provided in the following: VOC 1,2,4--trim..ethylbenzene and isopropylbenzene were detected at concentrations of 13.8 inicrograms per liter (µg/L) and 1, _61 µ.g/L, respectively, which are above the GCTL of 10 µg/L and. 0.8 µg/L, but are below the respective NADC. 1,3,5-trimethylbenzene, . ethylbenzene, naphthalene, and xylenes were detected at concentrations below the GCTL_ 4-isopropyltoluene, n-propylbenzene, and sec-butylbenzene were detected at concentrations of 1.22 µg/L, 3.19 p.g/L, and 1.24 µg/L, respectively; there are no GCTLs assigned to these constituents at this time. All of the other analyzed VOC constituents are below their respective laboratory method detection limits. PAIR Fluorene, naphthalene, and phenanthrene were detected at concentrations below their respective GCTLs. • All of the other analyzed PAH constituents were below their respective laboratory method. detection limits. TRPH, EDB, Lead All of the analyzed TRPH, EDB, and lead constituents were below their respective laboratory method detection limits. 'i McKim & Creed, Inc. Nodarse & Associates, Inc, Project No. 04-07-0174-301 Page S 3.0 QUALM ASSURANCEIQUALITY CONTROL 3.1 Field Activities All field sampling activities were performed in general accordance with the FDEP Standard Operating Procedures, DEP-SOP-001/01 (effective February 1, 2004). A decontaminated. stainless steel, hand operated bucket auger was utilized during each advanced soil. boring. The hand auger was decontaminated prior to each soil boring advancement. Between each soil boring location, the hand auger was first rinsed with tap water, then, washed with Liqui-Nor and brushed to remove soil particulates, and followed by a final rinse with distilled water. Single-use, disposable nitrile gloves were used for each soil boring advancement and groundwater sampling event. Collected soil and groundwater samples were properly, labeled and secured in coolers packed with ice and maintained at 4°C throughout the sampling and transportation period. The coolers were under custody until they were relinquished to the laboratory sample custodian. There was no investigation-derived waste generated during the soil boring advancement. Each removed soil borehole was backfill.ed within. the same bor- iig location. The development water generated during these activities was spread within the same general area of the Subject Property. The temporary monitoring well was properly abandoned upon leaving the Subject Property. ¦ k 3.2 Laboratory Activities All laboratory analyses were conducted in general accordance with the National. Environmental Laboratory Accreditation Program and Florida Departs rent of Health (FDOH) certified laboratory, Flowers Chemical Laboratories, Inc. in Altamonte Springs, Florida (FDOH certification number E83018). I [1 McKim Sr Creed; Inc. Nodarse & Associates, Inc. Project No. 04-07-017=1-301. Pave 6 4.0 CONCLUSIONS AND RECOMMENDATIONS N&A has completed the LSA activities along the right-of-way located at the southwest corner of Enterprise Road and Landmark Drive in Clearwater, Pinellas County, Florida. The purpose of this LSA was to assess the soil and groundwater at the Subject Property in conjunction with the discovery of petroleum odors from, soil boring B-38 during N&A's geotechnical exploration activities. The LSA activities included the advancement of nine (9) soil borings, installation of one (1) temporary groundwater monitoring well, and the collection of soil and groundwater samples for laboratory analyses. The laboratory analytical results of the soil sample collected from SB-1 at 5 feet BLS did not detect any BTEX/MTBE, PAH, TRPH constituents. The laboratory analytical results of the groundwater sample collected from TMW-1 indicate the presence of VOC constituents above the applicable GCTL. 1 t Based on the results of these LSA activities, petroleum impacts are present in the groundwater above the GCTLs in the area of geotechnical boring B-38. Dewatering activities could cause contamination migration in this area. Because petroleum-impacted groundwater has been identified in the vicinity of geotechnical boring B-38, dewatering activities in this area would require engineering controls such as but not limited to isolation using sheet piling, counter dewatering measures or other engineering controls to reduce contaminant migration and/or human exposure issues. Dewatered or other fluids/slurries resulting from construction (including directional drilling wastes, if this method is utilized) should be containerized and analytically characterized prior to release or proper disposal. If construction materials are installed beneath the water table within the area identified to have groundwater impacts, these construction materials should be consistent with the constituents identified in the groundwater. Soils above the water table were not found to be impacted. If installation of the main transmission line and/or other utilities are conducted above the water table (located approximately 9+ feet BLS at the time of this LSA), no additional environmental mitigation should be required. McKiin & Creed, lnc. Nodarse &. Associates, Inc. Project No. 04-07-0174-3 0 1 Page 7 5.0 WARRANTY AND RELIANCE The field observations, measurements, and research reported herein are considered sufficient in detail and scope to form a reasonable basis for a LSA of this property. The assessment, conclusions and recommendations presented herein are based upon the subjective evaluation of limited data. They may not represent all conditions at the subject site as they reflect the information gathered fioin specific locations. N&A warrants that the findings and conclusions contained herein have 'been promulgated in accordance with generally accepted environaxrental investigation methodologies and only for the site described in this report. The LSA has been developed to provide the client with information regarding apparent indications of i l env ronmenta concerns relating to the property. It is necessarily limited to the conditions observed and to the information available at the time of the work- Due to the limited nature of the work, there is a possibility that there may exist conditions which could not be identified within the scope of the assessment or which were not apparent at the time of report preparation. It is also possible that the testing methods employed at the time of the report may later be superseded by other methods., The description, type, and composition of what is commonly referred to as a "hazardous material or condition?' can change over time; N&A does not accept responsibility for changes in the state of the art, nor for changes i.n the scope of various lists of , hazardous materials or conditions. N&A believes that the findings and conclusions provided in this report are reasonable. However, no other.warranties are implied or expressed.- Use by Third Parties This report was prepared pursuant to the contract N&A has with McKim & Creed, Inc. That contractual relationship included an exchange of information about the subject site that was unique and between N&A and its client and serves as the basis upon which this report was prepared. Because of the importance of communication bet%veen N&A and its client, reliance or any use of this LSA report by anyone other than McKim & Creed, Inc. for whom it was prepared, is prohibited and therefore, not foreseeable to N&A_ Reliance or use by any such third party with exception. of McKim & Creed, Inc. without explicit authorization in the report does not make said third party a third party beneficiary to N&A's contract with McKim & Creed, hie. Any such unauthorized reliance on or use of this report; including any of its information or conclusions, will be at third. party's risk. For the same reasons, no warranties or representations expressed or implied in this report are made to an such third art , , y p y. y IN IN IN IN FIGURES IN 14 14 IN i ti y ?y is 14 14 N REFERENCE: GOGGLE EARTH r„ AERIAL SIT_ LOCATION FLAN Ci F_APWATER RAW WATER LINT SITE LLIMITEd SITE ASSESSMENT PINELLAS CCuNTY. FLORIDA DRAWN: UP, CHKD: ; L SCALE: 190DARSE 1"=1 C00' 6 AS 60 C I RT E $, INC. DATE. 12-01-08 PROJ. NO: FIGURE- 1 04-07-0174-301A I r M M ,It I VA LZIL& age"'"- _ 5?? etH:.rae9n??:`:? II.??:".,?. -r• ?? ? •r'''-y; "+?1?.? _?. ___ ??? nasal -- ' ??:,=??,r. ?. .z....??'?, - i ?I _ "y?.:' { `• j ?.^ .?x. -._ ? _?}?-? ? -? _ ' r a if; gui .,...!? 6? • ?_ ?s iyi??e _ y: -;l+l'ra+l>3? ? - :1,: e _ :; r. 'I*' ?7. "?. _ `? 5?: ?I'il?'q ;Dark I d.• ? ',a?, ? .?\,.'? ?l, . ?'? v - •. ?" :_.-.]3:•,,? ',{?/ its 'E , . I' •x"F .1 - f--7-7 ZZI _I? ,.. ?- ?iw.,t ,ice V i~ - ??? +{L?..... ?• .?r? ?l '. •'?-?_' ?., _ w ` ? ? r;li ••" Y J:I`':::: ?? - u??7 I ? I?^' Sewage, a s 1: :.: k?• `? 'rI-€='::" se Gait, C"• Fr•'?'°,: ` j? i ?F pry`.. •• d I ` ... 'x? .,..1 ?iF f, `?-- '¢ W I Witor 'l;l .? ITzrs?CS'.Y '[/f f i •I C ? !v :j :f ?? R, - tf ? ???' '"' f 'i ??(1i{?'i' i? - ?1 _ •\=•• :t-' ;! '=•C' 'ti- 1 e??,K?rti E, -n I?i? i :`- + ..-?M // I ?' •" rK C - gN: ken .d,...i:-.I • f...?-.. j r zlnk`?i? TF? `w F D. •r.= !r '^F 1 I "'?'^'? , '',??? [?? ? ±"????????.'• i ? ? v ?, F''d'',i`Y? i ?;?s??r•;'r?? =!r( rGf?"i'C r =?• ' r >Yr":r` ?i,? R'• ` s,:-=?' ??:7 "fi ;gip} - -- ??=-• I •?? 'l'•. '?'_....._?-1 , . t - -- i rt OAD 580 _ a _ STATE R - ?? I . V 6 ya :.. r -- ur. J:?'djrJ_ ••rr`?" ??fy}777'??-yyyr 7.!.- .•- fS?• -? ' ????'? ?- y? .y+, .1?•:<......?r? q tr Y ,[L•60. ?..?:' •?? ^tic,-r'. ?y.e ? ??'.. -? 1?_?'t. t ? -, ?{:a -. J?, ...f'?"._.? ?; ? X ?.`, =i?? •??sJl-^°•-.-..+•r -k'''lr .'?.:"' t _ i>?'i I F ?7• l ? ?r•w.i.? _JLl - mac ;: •I;• .-_?_? tX Xj'...___ off k Y. [ PROJECT AREA r M_.. I f•'° '`? .r?"3 it •? I r. - -- - fr t ? -.k ' rl t :4•?^,S'+ ?1 1f 1. •t•--R... ???.k„ -.?-F' r , 1 `\R _ .7 ?GIf L'6LIr$2? •'+u` ? rri!! ,?LGalir]'fln .?. a ? i., ? L??.?? J_>•???.,!'J -?..? - 1 REFERENCE: U.S.G.S. "OLDSMAR, FLORIDA" QUADRANGLE MAP SECTION: 32 TOWNSHIP: 28 SOUTI-I RANGE' 16 EAST ISSUED: 1974 REVISED: 1987 1 SCALE: 1" = 2000' 1 U.S.G.S. QUADRANGLE MAP it l CLEARWATER RAW WATER LINE SITE LLIMITFI) SITE ASSESSMENT PINELLAS COUNTY, FLORIDA DRAWrt: MD CHKD:I rr'-1? SCALE: G 00' O DA R S E 6 W S S O C I A T E S, INC. DATE: 1 2 "1 -PROI NO: 08 1GURC: o4---07-0174-3n 1 A 11 0 ?R 11 14 u TABLES J M y P4 bA A a7 U LC d H Q ? H c zz ca ? ca tip a m w b R W I-( •4 M aY FS{ 'y ?, H ? p U dr =? o ?. p+ w +d7+ x: o ca a? x. ILI U ? Li 12, v v v z- v v v " v v v v v v v v v v v _? +? 4> 4 d (7> ? ar ,r ' i pdp i i i ?/ i N (V V to d i r bl) m ^? N G ti r-t xn .-? ~ oo N O o G4 o v V cv V V V V V V V V V V d V V V f G U G _? U _? d f G L. v b t o Q i r p ? p 6 ? e ? O G d i ? 6 a ? 44: C? 4v ? 4? 4? L w d n L-- a? C, w G ,-, j m 1 ?n n cn to m Ln n H [T? ?n L? m to m kn n ?A 75 7:1 N N rn 'a Cc-t v' 4, 0 ca d d b •Z::? ? 4K 4? 73 p •-` .--c d _ T ai t%] N to 0 ? y N to N ? Z4 Z l d) 'L{ ,??, ,? C3 77 t+1) 6 1 '? ? va 4--i 4=r n7, v> va 4: 4'` 4 4 4:t -? 4? in va [ : 4: r?i? n 4 i ?' 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A °O C7 V 1?1 ? YY?? VA Q? y r7 A ?. by O ?v G ? r o N .F c Q o w, h a b o ? m -? w v o? e'?l N t+ ? a L o u } L L pfi U N ? U -o ) v ? w t W o ee a v ° U U c? :: ? U -v wV. C ? ? ? a1 c] ? t6 ? P. U a o Y o> o a > c? ee r U F ? ? ? o> r_ a? a U1 C5 5 N LU e ? V utl ryry ICI ? l-I Q o IT y ? ?i j7 rya p ? Pi a r ? PCI cl U ? T , C C(.y d E V? d Q s? Ll ` N N f m 4 4 yLC I? d ? r? ni o w d r-+ ? A op CD C ? ^ rr VI Q Q) A tg) U Q E ti ro UD U G U ? r= t- G ? w n N U U °? W ? U n G tip W y a a W T Q O `'? C G v s -- U 0 Q?zE z ?r ?r 10 10 it 10 10 10 ?r APPENDIX A SITE PHOTOGRAPHS N IN IN It! 1s li 10 IN 10 10 10, IM 4 Photograph 2 - View of the red stalce where the geotechnical boring B-38 was originally located Site Photographs 1 and 2 CLEARWATER RAW WATER LINE SITE 14FOUARSE t Clearwater, Pinellas County, Florida k- --.. -- - - --- --- ------ G A S S O C I A 7 E S, I N C, 5 LO ux U°R CXFEnt FxCE r N&AProject No.; 04-07-0174-301A Date; N r r r y r r i IWODARSE I E N S S 0C XX R T E S, X 11 C. I_ OUILU n i EXPCFeILi-L' 1 N&APr Site Photographs 3 and 4 CLEARWATER RAW WATER LINE SITE Cleorwater, Pinellas Counly, Florida Photograph 3 - View of the &tormwater run-off Inlet onto the creek Photograph A - View of Enterprise Road and the right-of-way 10. 4 III Ir APPENDIX B CHAIN-OF-CUSTODY AND LABORATORY ANALYTICAL REPORTS ti y ?y IM IM LL?WLLS CU"IC.AL "UCUATCQMES INC. P.O. Box 150597, Altamonte Springs FL 32715-0597 Phone 407.339-5984 Fax 407-260-6110 WWW.fiowers tabs- corn 8253 South U-S. Highway 1, Port St. Lucie FL 34952-2860 Phone 772.343-8006 Fax 772-343-8089 P.Q. Box 1200, Madison FL 32341 Phone 850-973-6975 t=ax 950-9736878 Nodarae & Associates,lnc. 1675 Lee Road Winter Park,FL 32789 Date Received: Nov 5, 2008 Laboratory # Sample Description 80020SO1 SS-1 PO #. nIa Client Project #: Enterprise Rd. & Landmark Dr- Date Sampled: Nov 4, 2008 Nov 12, 2008; [nvoice. 80020 Report Summary FCL Project Manager. June S- Flowers Analysis Chemist EPA8021 DLJ EPA8270 DU FL-PRO CTH SM2540 B RMV XBNE ACS XPRO ACS Location SampleMatrix Main Lab Soil Main Lab Main Lab Main Lab Main Lab Main Lab Certificate of Results Sample integrity was certified prior to analysis. Test results meet all requirements of the NELAC Standards except as noted in the Quality Control Report. Uncertainties for these data are available on request. This report may not be reproduced in part; results relate on[v to items tested- c° lu ?cc? o ...net Jefferson S. 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C3i ar to b, C3] YXXXXXXS[X m w w mrnv rn`CDmmCZ oVr? 5 5 5 O raw 5a , LL LO p _ C N 1r-5a N ?? 0 0 0 o d C 0 `?° Cn C? c cf, .: ?-- Y CT] CE] -,3- Q. W 1 a7 I? CD ? aD? CF) Uv cli N?00 T a ILL 47 4?D Doo E? 111 a (a rnN ro N to y O rn t!1'? U rn: 'V'' p .? ?q ? p U Y C r ti ?N V? Q C) M O N . X CO _ 'C", N in 400 Cl) y-O J fD (D M:U @ Q) 0-1 J C 2md n Lf? m Q - Q c EY 2 M a -C °j W y t= c Qa m m C) N = : U A 2 o - (5 LO ^Q - -C . a LLJ C C N NF_N O N t3 C6 ? 7 '? ... . .:C T cyl:iS aaYcrv)u3rn LL ?w ly ly ly Iy IM IN 1A ?r t? FLCWLUS CU"ICAJL " C"l CIRILS INC. P.O. Box 150597, Altamonte Springs FL 32715-0597 Phone 407-339-5984 Fax 407-260-6110 www_flowerslabs.com 8253 South U.S. Highway 1, Port St. Lucie FL 34952-2860 Phone 772-343-8006 Fax 772-343-8069 P_O. Box 1200, Madison FL 32341 Phone 850-973-6878 Fax 850-973-6878 Nodarse & Associates,lnc. 1675 Lee Road Winter Park,FL 32789 Narrative Report PO #: n/a Client Project #: Enterprise Rd. & Landmark Dr. Date Sampled' Nov 4, 2008 Nov 12, 2008; Invoice: 80020 Sample Handling Sample handling and holding time criteria were met for all samples. Samples collected by submitter. No unusual events occurred during analysis- Results are reported on'a wet weight basis for aqueous matrices and on a dry weight basis for sludge and soil matrices unless otherwise noted. Sample results reported as dissolved were field filtered- Quality Control Enclosed analyses met method or FCL criteria, unless otherwise denoted on the sample results. Applied data qualifiers are defined below. Additional Comments Typical QC limits for EPA8270 are 70-130% Recovery. Attachments Chain of Custody Qualifier Meaning U Compound was analyzed for but not detected- ) One or more QC samples associated with this data value exceeded QC limits. J1 Surrogate recovery limits have been exceeded. J2 No known quality control criteria exist for the component- J3 Reported value failed to meet established quality control criteria for either precision or accuracy. J4 Sample matrix interfered with the ability to make an accurate determination on the spiked sample. Q Sample held beyond the accepted holding time- L Off-scale high; reported concentration exceeds the highest standard- V Analyte was detected in both the sample and the associated method blank. ZTNTC Too numerous to count. Numeric value represents filtration volume. A Absent P Present T Value reported is less than the statistical method detection limit. Reported for informational purposes only. M Value reported is greater than the statistical method detection limit, but less than the reported MDL. G The greatest of the dilutions performed did not yield sufficient oxygen depletion for valid data. 5 The least of the dilutions performed did not yield sufficient oxygen residual for valid data- 0 Result is greater than (over) the specified value. I Reported value is between the laboratory method detection limit and the laboratory practical quantitation limit. B Results based upon colony plate count outside ideal range. Y The laboratory analysis was from an improperly preserved sample. The data may not be accurate- 'l-130 : E83018 (Main Lab) FLDOH_ E86562 (South Lab) FLD0I.1: E82405 (North Lab) NJDEP: FLO15 Page 9 of 9 I r' ? 6W Q O w ? C3 0 110 CO tl' t- t• _ >C%jcoCO t M: LL o> cr> :? ?o o N 00 OD ro r ? LU ?oJ?mLL co Cl Cl co r- ? c? m ? N w [S_co (1 3 ceU-0 3 d ;,p co? U) Q a 10 66 In d- in -0 0 ~ C, ego r ..?• p C Lo C c tp eq ?r ooo r s?auietuo? ? le?o-L - E a sla o a iu rn ? U a O ?a( - < 0., LL IJ.I if, ,c i rn -... a ?. • 3 '? v?i? WC5 - - > m ua 'OD ?; "F 7} eOzSzPN [6 W ?k > T} .¢ SOH ji 5t ?'+ ra 7 m Q o° 'ONN a 'a 's- c n m n rA W L1C L fL Y U J- ° a ri 3NON i- 4J ? rt. J N (3) to z 16 1?) --' Q J U. N f' cn c Z ` a q. v = t, ?,s C3) a l t m 03 03 ;Lr X O E i co, ID -j Ir 12 V co o t U a) G ,vr n E E cam- ?z .- cv c? tr cp r- m a ?L W O 9 wI J 9 L11 m 3: 5) Q J 0 ic nI U G] m U F- 0. O 0 U u? 2 ?N 4 IN IN IN IN IN IN t? i FL?WL?S C? IFhiICA?L Lam[ IN?XMICS INC. P.0, Rox 150597, Altamonte Springs' FL 32715-0597 ..Phone 407-339-5984 Fax 407-260-6110 www.flowerslabs.com 8253 South U.S. Highway 1, Part St. Lucie FL 34952-2860 Phone 772-343-800E Fax 772-343-8089 P_0- Box 1200, Madison FL 32341 Phone 850-973-6878 Fax 850-973-6878 Nodarse & Associates,lnc. PO ##: nla 1575 Lee }toad Client Project ##: Enterprise Rd. & Landmark Dr- Winter Park,FL 32789 Date Sampled= Nov 4, 2008 Nov 19,2008,- Invoice- 80021 Report Summary Date Received: Nov 5, 2008 FCL Project Manager: June S. Flowers Laboratory # Sample Description Analysis Chemist Location SampleMatrix 80021GW1 TMW-1 EPA504A DLJ Main Lab Ground Water EPA6020 EVB Main Lab EPA8260 CLS Main Lab EPA8270 CLS Main Lab FL-PRO CTH Main Lab X504 DLJ Main Lab XBNE COG Main Lab XPRO CDG Main Lab Certificate of Results Sample integrity was certified prior to analysis. Test results meet all requirements of the NELAC Standards except as noted in the Quality Control Report- Uncertainties for these data are available on request. This report may not be reproduced in part; results relate only to items tested. : le - ' } Jefferson S. Flower!; Ph.D. President/Technical Directo FLDOH- E83018 (Main Lab) FLOOH- E86562 (South Lab) FLDOH: E82405 (North Lab) NJ0EP: FLO15 Page 1 of 20 r r r V z w V W 0 J E 0 s 6 0 o? N v? 1p A x I- LL 0 x ?- a 9- A II? (0 Wti? ) i IM+ pOm m w c x o L (L 0 m Nn O:p ID " O cq CO c) m0 ,-a Oc LL J y EL m ?: mN ?tY fL0 to IL N C TLL O N LL n Q? m rnulz ua 4 ? O x w 7 o = ° a tn ? 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C N O 6 10 C) Q 9 (5 o ? 6 o 0 a d?tLgC) O r N d Q E w O N co r In E N rnIq m E O V to CO r rn moo aoco WC7 - (J o O w (6(6 rn 6 n V q ) v co p LLI MNN ? r d o O Cn Q --? 4- (n 6) a a LU n N y000 N ? cf) Lo Lo C O 7 0 N (n m co C 6) m - C Q) C Q LL Z!2 IA +6 a-. > .:7.. 3 7.? O ?. q. CG d [6 {p 6, V) itJ: m r y f? J C> 0l 07 O L6 m q m ? Qd'?cnv < C3 la o c°n C.t LD p co lif ?. 6 L. Q 0 l6. J w u- 4: G CL r r m Em "CZ CIS 0..:a .. ? b- c fT1: W O d]: Cm O r c c .. , 3 C 'p q ca - lu r... ? N >1 R. a) U W C Y N N Q O ? C ? O ?` O -- t U o a? O: E U. ? E o O cry ca L: L: L: 0 0 ::z ca ?i ?i ?i 7 m Ci ? C? 0 C7 2 co cn v] Cx m t-= ? r -j P.O. Box 150597, AltaEnonte Springs FL 32715-0597 Phone 407-339-5984 Fax 407-260-6110 www.flowerstabs.com 8253 South U.S, HighWay 1, Port St. Lucie' FL 34952-2860 Phone 772-343-8006 Fax 772-343-8089 R O. Box 1200. Madison FL 32341 Phone 850-973-6878 Fax 850.973-6878 Nodarse & Associates,lnc. 1675 Lee Road Winter Park,FL 32789 Narrative Report PO #: n/a Client Project #: Enterprise Rd. &. Landmark Dr Date Sampled: Nov 4, 2008 Nov 19, 2008, Invoice- 80021 Sample Handling Sample handling and holding time criteria were met for ail samples. Samples collected by submitter. No unusual events occurred during analysis. Results are reported on a wet weight basis for aqueous matrices and on a dry weight basis for sludge and soil matrices unless otherwise noted. Sample results reported as dissolved were field filtered- Quality Control Enclosed analyses met method or FCL criteria, unless otherwise denoted on the sample results. Applied data qualifiers are defined below- Attachments Chain of Custody Qualifier Meaning U Compound was analyzed for but not detected, J One or more QC samples associated with this data value exceeded CSC limits. J1 Surrogate recovery limits have been exceeded. J2 No known quality control criteria exist for the component- J3 Reported value failed to meet established quality control criteria for either precision or accuracy. J4 Sample matrix interfered with the ability to make an accurate determination on the spiked sample- Q Sample held beyond the accepted holding tune- L Off-scale high; reported concentration exceeds the highest standard. V Analyte was detected in both the sample and the associated method blank. 7_TNTC Too nurnerous to count. Numeric value represents filtration volume- A Absent P Present T Value reported is less than the statistical method detection limit- Reported for informational purposes only. M Value reported is greater than the statistical method detection limit, but less than the reported MDL. G The greatest of the dilutions performed did not yield sufficient oxygen depletion for valid data. S The least of the dilutions performed did not yield sufficient oxygen residual for valid data. O Result is greater than (over) the specified value. I Reported value is between the laboratory method detection limit and the laboratory practical quantitation limit. B Results based upon colony plate count outside ideal range. Y They laboratory analysis was from an improperly preserved sample- The data may not be accurate. 1 FLDOH: E83098 (Main Lab) FI-DOH: E86562 (South Lair) FLDOH: E82405 (North Lab) NJUEP: FLO15 Page 20 of 20 1 W W U?Y 6 0. V ? 6 ?.Q O . I ? N U E ap p7 a ? n Q o p 07 NN?? ti CdC R' (n O 4W LO i rw Ca U- 11 ? CYJ q 0 _N rN- f ? n (G f? C? 7J cn - co A6 0 "? r 'a' ? O c 4y ?.a 44 y [iT [i, O ? ', G ? Vx mat ? z cn n a - 0 _ j 3: LO CL Ln lu z 0 n' r mw d A Tpo Y A LU ? *10 0 CD C? a ooQ Q 3 ?CD T 0 E s l? co :3 - (0 ? z ? d'QtbtL d ? O a 0 c 0 c m a cn m m a CL 0 0 U LU F APPT, ND IX C FIELD CALIBRATION AND GROUNDWATER SAMPLING LOG DER-50P-001/01 Page ar FT 1000 General Field Testing and Measurement >=ieid Instrument Cafibrativn Retards w INSTRUMENT {MAKFJM(DOEL ) INSTRUMENT ? PARAMETER: [check only one] Q TEMPER. ;TUBE CONDUCTIVITY Q SALINITY j2tpH ? ORP T iJFi81IJITY Q RESIDUAL CL URDU Q OTHER STANDARDS: [Specify the type(s) ofstandards used for calibration, the cngw of the standards, the standard values, and the date the standards were prepared or purchased) Standard A> Standard 8 Standard C rev/L>0of GATE TIME STi] STD INSTRUMENT ( 1 CALIBRATED I TYPE { SAMP Ei (fmmfd) (hrmin) (A, B. C) VALUE RESPONSE J ',a 001 _ (YES. NO) I (IN FT. GONT) I INITIALS L4 106 I I 1 c z ?u 1 ?:s /C?=r fJ O . r`r!1 vf i? N/3 /i4jj I Gf Ci? f 1 I 1 E I 1 1 l 1 Form PO 9000-3 (June 2'0, 2001) Revis= Date_ January 1, 2002 DEP-SOP--001101 Form FD 9000-24 GROUNDWATER SAMPLING LOG ? NAME: A_r L VI PfgC Fl Ygd fill C/ C /J r?G? frtCFl %?? WELL NO- 7,r j 'AJ -1 SAMPLE [D: T7LI 1-? / DATE: f T PURGING DATA v_. _ WELL `r DIAMETER (inches): 2r TUBING t !/? WELL SCREEN INTERVAL STATIC DEPTH DIAMETER (inches)- !Y DEPTH: Teet to feet TO WATER (feet): 11 ? ? PURGE PUMP TYPE OR RAILER R WELL VOLUME PURGE: 1 WELL VOLUME = (TOTAL WELL DEPTH - STATIC DEPTH TO WATER) X WELL CAPACITY 1,7 3 only fill out if applicable) t c3 feet-- feet) X gallons/fnot. = ???.q galfons EQUIPMENT VOLUME PURGE. I EQUIPMENT VOL_ PUMP VOLUME+ (TUFTING CAPACFrY X TUBING LENGTH) + FLOW CELL VOLUME (only fill out if applicable) = gallons + { gallons/foot X feet) i gallons m gallon INITIAL PUMP OR TUBING FINAL PUMP OR TUBING PURGING j PURGING TOTAL VOLUME DEPTH IN WELL (feet): DEPTH IN WELL (feet):, INITIATED A,T: 1') <5b ENDED AT- PURGED (gallons): r TIME l? VOLUME PURGED (gallons) CUMUL. VOLUME PURGED (gallons) PURGE RATE (gPm) .09 DEPTH TO W11'rER feet ( tJ ? H P (standard units) 7.3' TEMP_ CC) W,.Il? GOND. (}unC?oslc m or µ5/cm DISSOLVED OXY ((circle g or °!o Sato a ion) TURESIDrfY (NTUs) COLOR {describe) ODOR (describe) ^ Gr o A 7,11 1 5 7 ' 3 _?+ - ? 7 erg WELL CAP ACITY (Gallons Per Footl- 0.75 "= 0.62: 1"=01)4, 1.75" n nF - a'• n 7 R• ?^ = n A 7- d•• . n r,F• ?•"_? n?• a• -, i nom- a y? _. ee - TUBING INSIDE DIA. CAPACITY GaUFt : I111"=D.0006; 31116"= 0.0014 1X'=0.0026; 5176" = 0.004; 318" = G.ODG: 112" = 0.010; 5la" = a-016 SAMPLING DATA SAMPLED BY (PRINT) /AFFILIATION: - - 1A&1;_706/ fjJU SAMPL () SI i AIURES: ?t ? ... ---- -- SAMPLING ` SAMPLING INITIAfEDAT.- ENDED AT. PUMP O TUBING DEPTH IN WELL feet : S 1 PLE PUMP FLOW RATE (ML per minute) TUBING MATERIAL. CODE- FIELD DCCONTAMWATION: (?Y) N ^ FIELD-FILTERED: Y I.1 FILTER SIZE, I<m Filtnation Equipment Type' w _ DUPLICATE- Y ? SAMPLE CONTAINER SPECIFICATION SAMPLE PRESERVATION ?Y^ INTENDED SAMPLINGS SAMPLE ID CODE # RS GONTAINE MA.TERI AL COQF VOLUME PRESERVATIVE USED TOTAL. VOL ADDED IN FIELD (mL) J FINAL PI{ ANALYSIS AND/OR METIiOD EQUfPMF_NT CODE rm ,-/ CJ f )N Y2-60 X70 P,4)--l 1'?G..rGl L<< cv? v? WC/1 MATERIAL CODES: AG = Amber Glass; CG =Clear Glass: PE = Polyethylene; PP=Polypropylene; S =Silicone; T =Tefion; 0 = Other (Specify) SAMPLINGIPURGING APP =After Peristaltic Pump; B = Bailer BP = Bladder Pump; ESP = Electric Submersible Pump; PP = Peristaltic Pump EQUIPMENT CODES: RFPP = Reverse Flow Peristaltic Pump; SM = Straw Method O ubing Giavity Drai=i); VT= Vacuum Trap; O =. Other (Sper-ify) ROTES; 1, The above do not constitute aN at the information required by Chapter 62-160, F,A.G, _ 2. STABILIZATION CRITERIA FOR RANGE of VARIATION OF LAST THREE CONSECUTIVE READINGS (SEE FS 2212, SECTION pH: + 0.2 units Temperature: + 0.2 °C Specific Conductance: + 5% Dissolved Oxygen: all readings c 20% saturation (see Table FS 220D-2); optionally. + 0.2 mg/L or+ I0% (whichever is greater) Turbidity: all readings < 20 NTU; optionally T- 5 1JTU or+ 10% (whichever is greater) Revision Date: February 1, 2004 1 1: v 4 k \ xa S x ch s: ?\JV? e w?`a ? ++?a?\aw\" A Ma" \ t, \..:\ \\ \ WIN'- lhC?i 0 71 \\Y\.v ?l ." Vd1MNODARSE.COM 'Makm 'x I ?Nll \\ \ ` ? Y \\\ ?\ Yea INNER \ ,?'` Y v MAN & SERVICES` ' BOND # 013017860 Surety: Liberty Mutual Insurance Company Address: 5600 New King Street, Suite 360 Troy, Michigan 48098 Phone # 800-268-1229 This is the front page of the performance/payment bond issued in compliance with Florida Statue Chapter 255.05 Contractor: Suncoast Development of Pinellas Obligee: City of Clearwater County, Inc. Address: 2340 Destiny Way Address: 112 South Osceola Avenue Odessa, Florida 33556 Clearwater, Florida 33756 Phone #: 727-372-9033 Phone #: Date Issued: October 26, 2009 Amount: $1,212,827.00 One Million Two Hundred Twelve Thousand Eight Hundred Twenty Seven and No/ 100 Project Description: Water Treatment Plants 1 & 3 - Phase 11 Contract #: 07-0037-UT Project Address: Legal Description of Property: This is the front page of the bond; all other pages are subsequent regardless of preprinted numbers. BOND NEVI BER: 013 017 860 CONTRACT 130'-,"D STATE OF FLORIDA COUNTY OF PINELLAS K'N'OW ALL 'M'IEN BY THESE PRESENTS: Tha; ,ve SL'NCOAST DEVELOYINIENT OF PINELLAS COUNTY. INC. Contractor and LIBERTY AIUTLAL INSURANCE COMPANY (Surety) whose home address is 5600 NE111 KING STREET. SUITE 360, TROY, -MICHIGAN 48098. HEREINAFTER CALLED THE "Surety", are held and firmly bound into the Citt of Clearwater, Florida (hereinafter called the "Owner") in the penal sum of: ONE 1WILLION, TY'C'O HUNDRED TWELVE THOUSAND EIGHT HUNDRED TM ENTY SEVEN DOLLARS AND NO CENTS (SI,212,827.00) for the payinent of which we bind ourselves, our heirs, executors, acini I III "Ir"Itors successors, and assigns for the faithful perforn,,anec of a certain %vi-itten contract. dated the clay of'? ? ?00), entered iIZCO between the Contractor and the Cit?,r off Clearwater for: '"'ATER TREATMENT PLANTS 1 S 3 - PHASE 11 (07-0037-UT) a copy of which said contract is incorporated herein by reference and is made a part hereof as if fully copied herein. NOW THEREFORE, THE CONDITIONS OF THIS OBLIGATION ARE SUCH, that if the Contractor shall in all respects comply with the terms and conditions of said contract, including the one-year cyttarantee of material and labor, and his obligations thereunder, including the contract documents (which include the Advertisement for Bids, Form of Proposal, Form of Contract, Form of Surety Bond. Instructions to Bidders, General Conditions and Technical Specifications) and the Plans and Specifications therein referred to and made a part thereof, and such alterations as may be made in said Plans and Specifications as therein provided for, and shall indemnify and save harmless the said Owner against and from. all costs, expenses, damages, irliury or conduct, ,rant of care or skill, negligence or default, including patent ttlfrngenrents on the part of the said Contractor a7ents or employees, in the execution or performance of said contract, including errors in the plans furiiished by the Contractor, and further. if such "Contractor" or "Contractors" shall promptly nrakc payments io all persons supplyin.- him, them or it, labor. material. and supplies used directly or indirectly by stdd Contractor, Contractors. Sub-Cuntrac,o:% or S_,b-Contractors, in the prosecution of the work provided for in said Contract. this obligation shall be void. othenvise, the Contractor and Surety jointly and severally agree to pay to the Owner any difference botweeii t7e suns to %,Nhich the said Contractor would be entitled on the completion of the Contract, and tj?ai which the Owner may be obliged to pa-"' fox- the completion ofsaid worl: by co;alact o" otlierwise. & an\, dalnaLres, direct or indirect, or consequential, which said Oi;vner may sustain on acccunt of such .4 ork, or on account of the failure of the said Contractor to properly and in all things, keep and execute all the provisions of said contract. P_?ec . ONTRACT BOND (2) And the said Contractor and Surety hereby further bind themselves, their successors, executors, administrators, and assigns, jointly and severally, that they will amply and fu;l.y protect the said Owner a,ainst, and will pay any and all announts, darnaoes, costs and judgments \-vhich may be recovered against or which the Owner may be called upon to pay to any person or corporation by reason of any damages arising from the performance of said "vork. or oFthe,r'e;-air or maintenance thereof, or the manner of doing the same or the ne4-lcct of the said Contractor or his a,ents or servants or the improper performance of the said work- by the Contractor or ills aLrellts or servants, or the infringernents of any patent rights by reason of the use of any material furnished or work done: as aforesaid, or other vise. And the said Contractor and Surety hereby further bind themselves, 'their successors, heirs, executors, administrators, and assigns, jointly and severally. to repay the owner any slim which the Owner may be compelled to pay because of any lien for labor material furnished for the work, embraced by said Contract, And the said Surety, for the value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or to the work to be performed thereunder or iol the specifications acco.mpanyi I _g n the SaI?1e shall 111 any way affect 'ct its' oblr?>atI I 011 this bo11d, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terrils of the contract or to the work or to the specifications. IN TESTEVIONY WHEREOF, witness the hands and seals of the parties hereto this 26th day of October, . 2009 ATTEST: WITNESS: COUNTERSIGNED: Jay E. Wood, Licensed Florida Resident Agent (239) 2 5-8226 SUNCOAST DEVELOPINIENT - OF PINEL.LAS COUNTY, INC. _ NTRAC ,. R LIBERTY MUTUAL INSURANCE. COMPANY S UR -f= AT'TOR 1,'- 1N'-FA--Wendy L. Hingson, Attcincy7--In'-Fact Pasc 2 THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND. 2243346 This Power of Attorney limits the acts of. those, named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. LIBERTY MUTUAL INSURANCE COMPANY BOSTON, MASSACHUSETTS POWER OF ATTORNEY KNOW ALL PERSONS .BY THESE PRESENTS: That Liberty Mutual Insurance Company (the "Company"), a Massachusetts stock insurance company, pursuant to and.by authority of the By-law and Authorization hereinafter set forth, does hereby name, constitute and appoint D. A. VALENTI, JAY E. WOODY, S. P. HUMENCHICK;.WENDY L. HINGSON,LL OF7HE CITY OF FORT MYERS STATE OF FLORIDA ..................... .:..................... .....:...... . ................. ......... ...................... ..:........... .:..::............... ............... ... .....,.....,....................... each individually if there be more. than one:named, its tme..and lawful attorney-in-fact to make, execute, seal, acknowledge and deliver, for and on its behalf as BuretyN and as AND its act ancf..deed , an .and all undertakings, bonds, reco nuances and other surety obli tions.in the penal sum not exceeding FIFTY MILLIO 00/100*'*********• ******* 9.' ga -- - --- ------ DOLLARS ($ 50 000 000.00*"*** execution of such undertakings, bonds, recognizances and other surety obligations, in.pursuance of-these presents,. shall be as binding hupon d the the Company as if they had been duly signed.by the president and attested by the secretary of the Company in their own proper persons. That this powers made and executed.purs.pant to and by authority .of:the"following By-law and Authorization: ARTICLE XIII - Execution of Contracts: Section 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe, shall appoint such attorneys-in-fact, as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys-in-fact, subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. By the following instrument the chairman or the president has authorized the officer or other official named therein to appoint attorneys-in-fact: Pursuant to Article XIII, Section 5 of the By-Laws, Garnet W. Elliott, Assistant Secretary of Liberty Mutual Insurance Company, is he authorized to appoint such attorneys-in-fact as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations- That the By-law and the Authorization set forth above are true copies thereof and are now in full force and effect. IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Company and the corporate seal of Liberty Mutual Insurance Company has been affixed thereto in Plymouth Meeting, Pennsylvania this 19th day of November 2QO7 LIBERTY MUTUAL INSURANCE COMPANY By COMMONWEALTH OF PENNSYLVANIA ss _ Garnet W. Elliott, Assistant Secretary COUNTY OF MONTGOMERY On this 19th day of November 2007 , before me, a Notary Public, personally came Garn W W. Ellio , to me known, and acknowledged that he is an Assistant Secretary of Liberty Mutual Insurance Company; that he knows the seal of said corporation; and that he executed the al ove Power of Attorney and affixed the corporate seal of Liberty Mutual Insurance Company thereto with the authority and at the direction of said corporation. 01 . IN TESTIMONY WHEREOF, I Piave hereunto subscribed my name.and.affixed my notarial seal at Plymouth Meeting, Pennsylvania, on the day and year first above written. BY Ter sa.Pastella, Notary Public CERTIFICATE - I, the undersigned, Assistant Secreta y.of Liberty Mutual Insurance Company; do hereby certify that the original power of attorney of which the foregoing s a full, true and correct copy, is in full force and effect on the.date-:of.th,s certificate; and I .do further certify that the officer or official who executed the said power of attorney is an Assistant Secretary specially authorized. by. the chairman or the president.to appoint attorneys-,n-fact as provided in Article KIII, Section 5 of the By-laws of Liberty Mutual Insurance Company. Phis certificate and the above power of attorney may be signed by facsimile or mechanically reproduced signatures under and by authority of the ollowing vote of the board of directors of Liberty Mutual Insurance Company at a meeting duly called and held on the 12th day of March, 1980. VOTED that the facsimile or mechanically reproduced signature of any assistant secretary of the company,",-where yer^appearing upon a certified copy of any power of attorney issued by the company in connection with surety bonds, shall be valid;?ricrbfniing ?iprjn.tHe company with the same force and effect as though manually affixed. V TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the said company,-,; y. 26,th M1 ?-- day of BY David M. Carey, Ass, . It Secretary ?I Y ? D' CU vH 9+? O) w c O E r.L a°' o -0 L ?n 3? CL to O 7 W? M C 0? 07- 0 _ 4 AG-0,RDM CERTIFICATE OF LIABIL lmwwu Lm FAX (239)275-8837 Valenti Trobec & Woody, Inc. 4110 Center Point Drive, Suite 215 Fort Myers, FL 33916 (239)275-8226 INSURED Suncoast Development of Pinel 2340 Destiny Way Odessa, FL 33556 as County, Inc. ITY INSURANCE DATE ) 10/26/2009 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND EXTEND OR , ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURERA: American Casualty Co of Reading, A 20427 INSURERB: Transportation Insurance Co INSURER C: Valley Forge Insurance Co INSURER D: INSURER E: THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE F ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHI MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TEF POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Dp' -TEL TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATIOI GENERAL LIABILITY 201 152 09 30 01/01/2009 01/01/2010 X COMMERCIAL GENERAL LIABILITY CLAIMS MADE ? OCCUR A X Includes: CONTRACTUAL LIABILITY GEN'L AGGREGATE LIMIT APPLIES PER: POLICY X PRO- JECT LOC AUTOMOBILE LIABILITY X ANY AUTO X ALL OWNED AUTOS A X SCHEDULED AUTOS X HIRED AUTOS X NON-OWNED AUTOS X Hired Phy Damage GARAGE LIABILITY -1 ANY AUTO EXCESS/UMBRELLA LIABILITY X OCCUR ? CLAIMS MADE B L DEDUCTIBLE X RETENTION $ 10,00 WORKERS COMPENSATION AND EMPLOYERS' LIABILITY C ANY PROPRIETOR/PARTNERIEXECUTIVE OFFICER/MEMBER EXCLUDED? If yeS, describe under SPECIAL PROVISIONS below OTHER 107 836 99 141 01/01/2009 1 01/01/2010 107 894 76 241 01/01/2009 1 01/01/2010 OVERRIDES ALL OTHER COVERAGES! WC107 715 21 681 01/01/20091 01/01/2010 SCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES 1 EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS oject; Wter Treatment Plants 1 & 3 - Phase TI (07--0037-UT) ty of Clearwater is added as Additional Insureds with respects to work pe e project noted above. City of Clearwater 112 S Osceola Avenue earwater, FL 33756 5(2001108) OLICY PERIOD INDICATED. NOTWITHSTANDING 'H THIS CERTIFICATE MAY BE ISSUED OR MS, EXCLUSIONS AND CONDITIONS OF SUCH LIMITS EACH OCCURRENCE $ 1 f 000 r 000 DAMAGE TO RENTED $ 100,000 MM ED EXP (Any one person) $ 5 , 000 PERSONAL & ADV INJURY $ 11000,000 GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG $ 21000,000 COMBINED SINGLE LIMIT $ (Ea accident) 11000,000 BODILY INJURY $ (Per person) BODILY INJURY $ (Par accident) PROPERTY DAMAGE $ (Per accident) AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ EACH OCCURRENCE $ 3,000,000 AGGREGATE $ 3,000,000 $ $ $ X WC S7ATU- OTN- E.L. EACH ACCIDENT $ 11000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 formed by Insured on SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE 1 ? ]av E. Woodv ©ACORD CORPpRATION 1988 CONTRACT This CONTRACT made and entered into this day of w,,,?,,Ll , 2009 by and between the City of Clearwater, Florida, a municipal corporation, hereinafter designated as the "City", and SUNCOAST DEVELOPMENT OF PINELLAS COUNTY INC. of the City of ODESSA, County of PASCO and State of FLORIDA hereinafter designated as the "Contractor". WITNESSETH: That the parties to this contract each in consideration of the undertakings, promises and agreements on the part of the other herein contained, do hereby undertake, promise and agree as follows: The Contractor, and his or its successors, assigns, executors or administrators, in consideration of the sums of money as herein after set forth to be paid by the City and to the Contractor, shall and will at their own cost and expense perform all labor, furnish all materials, tools and equipment for the following: WATER TREATMENT PLANTS 1 & 3 - PHASE II (07-0037-UT) PROJECT FOR THE SUM OF: ONE MILLION, TWO HUNDRED TWELVE THOUSAND EIGHT HUNDRED TWENTY SEVEN DOLLARS AND NO CENTS ($1,212,827.00). In accordance with such proposal and technical supplemental specifications and such other special provisions and drawings, if any, which will be submitted by the City, together with any advertisement, instructions to bidders, general conditions, proposal and bond, which may be hereto attached, and any drawings if any, which may be herein referred to, are hereby made a part of this contract, and all of said work to be performed and completed by the contractor and its successors and assigns shall be fully completed in a good and workmanlike mamier to the satisfaction of the City. If the Contractor should fail to comply with any of the terms, conditions, provisions or stipulations as contained herein within the time specified for completion of the work to be performed by the Contractor, then the City, may at its option, avail itself of any or all remedies provided on its behalf and shall have the right to proceed to complete such work as Contractor is obligated to perform in accordance with the provisions as contained herein. THE CONTRACTOR AND HIS OR ITS SUCCESSORS AND ASSIGNS DOES HEREBY AGREE TO ASSUME THE DEFENSE OF ANY LEGAL ACTION WHICH MAY BE BROUGHT AGAINST THE CITY AS A RESULT OF THE CONTRACTOR'S ACTIVITIES ARISING OUT OF THIS CONTRACT AND FURTHERMORE, IN CONSIDERATION OF THE TERMS, STIPULATIONS AND CONDITIONS AS CONTAINED HEREIN, AGREES TO HOLD THE CITY FREE AND HARMLESS FROM ANY AND ALL CLAIMS FOR DAMAGES, COSTS OF SUITS, JUDGMENTS OR DECREES RESULTING FROM ANY CLAIMS MADE UNDER THIS CONTRACT AGAINST THE CITY OR THE CONTRACTOR OR THE CONTRACTOR'S SUB-CONTRACTORS, AGENTS, SERVANTS OR EMPLOYEES RESULTING FROM ACTIVITIES BY THE AFOREMENTIONED CONTRACTOR, SUB-CONTRACTOR, AGENT SERVANTS OR EMPLOYEES. I Page 3 CONTRACT (2) I In addition to the foregoing provisions, the Contractor agrees to conform to the following requirements: In connection with the performance of work under this contract, the Contractor agrees not to discriminate against any employee or applicant for ernployrnent because of race, sex, religion, color, or national origin. The aforesaid provision shall include, but not be limited, to, the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; lay-off or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Contractor agrees to post hereafter in conspicuous places, available for employees or applicants for employment, notices to be provided by the contracting officer setting forth the provisions of the non-discrirnination clause. The Contractor further agrees to insert the foregoing provisions in all contracts hereunder, including contracts or agreements with labor unions and/or worker's representatives, except sub-contractors for standard commercial supplies or raw materials. It is mutually agreed between the parties hereto that time is of the essence of this contract, and in the event that the work to be performed by the Contractor is not completed within the time stipulated herein, it is then further agreed that the City may deduct from such sums or compensation as may be due to the Contractor the sum of $1,000.00 per day for each day that the work to be performed by the Contractor remains incomplete beyond the time limit specified herein, which sure of 911,000.00 per d_ ay_ shall only and solely represent damages which the City has sustained. by reason of the failure of the Contractor to complete the work within the time stipulated, it being further agreed that this sum is not to be construed as a penalty but is only to be construed as liquidated damages for failure of the Contractor to complete and perform all work within the time period as specified in this contract. It is further- mutually agreed between the City and the Contractor that if, any time after the execution of this contract and the surety bond which is attached hereto for the faithful performance of the terms and conditions as contained herein by the Contractor, that the City shall at any time deem the surety or sureties upon such performance bored to be unsatisfactory or if, for any reason, the said bond ceases to be adequate in amount to cover the performance of the work the Contractor shall, at his or its own expense, within ten (10) days after receipt of written notice from the City to do so, furnish an additional bond or bonds in such term and amounts and with such surety or sureties as shall be satisfactory to the City. If such an event occurs, no further payment shall be made to the Contractor- under the terns and provisions of this contract until such new or additional security bond guaranteeing the faithful performmance of the work under the terms hereof shall be completed and furnished to the City in a form satisfactory to it. 1 I Page 4 C"NrM A ! r (3) IN WITNESS WHEREOF, the parties to the agreement have hereunto set their hands and seals and have executed this Agreement, in duplicate, the day and year first above written. CITY OF CLEARWATER IN PINELLAS COUNTY, FLORIDA By: .?- M4U,,g--`=L William B. Horne, 11 City Manager eal) ,54 Attest;???' Countersigned: By: Frank Hibbard, Mayor-Cowncilnienab er (Contractor must indicate whether Corporation, Partnership, Company or h-ldividual.) (The person signing shall, in his own handwriting, sign the Principal's name, his own name, and his title; where the person is signing for a Corporation, he must, by Affidavit, show his authority to bind the Corporation). C*hia E. Goudeau, City Clerk Approved as to form Leslie Dougall- id s Assistant City A Ni?hley al I oe fl as ?- (Contract By: L f`-' cS" / Cwt'-+!" Page 5 CONTRACTOR'S AFFIDAVIT FOR FINAL PAYMENT (CORPORATION FORM) STATE OF FLORIDA COUNTY OF I C w C On this day personally appeared before me, the undersigned authority, duly authorized to administer oaths and take acknowledgments, , who after being duly sworn, deposes and says: That he is the (TITLE) of SUNCOAST DEVELOPMENT OF PINELLAS_COUNTY, INC. a Florida Corporation, with its principal place of business located at 2340 DESTINY WAY, ODESSA, FLORIDA 33556 (herein, the "Contractor"). T That the Contractor was the general contractor under a contract executed on the day of 2009, with the CITY OF CLEARWATER, FLORIDA, a municipal corporation, as Owner, and that the Contractor was to perform the construction of: WATER TREATMENTS PLANTS 1 & 3 - PHASE II (07-0037-UT) That said work has now been completed and the Contractor has paid and discharged all sub-contractors, laborers and material men in connection with said work and there are no liens outstanding of any nature nor any debts or obligations that might become a lien or encumbrance in connection with said work against the described property. That he is making this affidavit pursuant to the requirements of Chapter 713, Florida Statutes, and upon consideration of the payment of (Final Full Amount of Contract in full satisfaction and discharge of said contract. That the Owner is hereby released from any claim which might arise out of said Contract. The word "liens" as used in this affidavit shall mean any and all arising under the operation of the Florida Mechanic's Lien Law as set forth in Chapter 713, Florida Statutes. Sworn and subscribed to before me This day of , 20 SUNCOAST DEVELOPMENT OF PINELLAS COUNTY INC. AFFIANT BY: NOTARY PUBLIC My Commission Expires: PRESIDENT I Page 6 e PRO SAL BOND (Not to be filled out if a certified check is submitted) KNOWN ALL MEIN BY THESE PRESENTS: That we, the undersigned, Sxiccast Devalq t-of Pinellas Camty, Incas Principal, and Liberty Mutual insurance Coro an as Surety, are held and fi,nxd.y bound unto the. City of Clearwater, Florida, in the sum of One Hundred Tweet Five T ???$ ?? 12 5 'well 0 0 . 9 0 (being a minimum of 10% of Contractor's total. bid aTnount:) for the paYnlmt of which, well and truly to be tirade, we hereby jointly and severally bind ouas°.tvcs, our heirs, ey ecutars, administrators, successors and assigns. The condition of the above obligation is such that if the attached Proposal of -9=ast Develcprent of Pinellas County, Inc. as Principal, and Liberty Mhtual Insurance Company as Surety, for work specifier) as: WATER TREATMENT PLANTS I & 3 WELZ,,FIELD EXPANSION PHASE 11- RAW WATER MAINS, CONTRACT #07-0037-UT all as stipulated, in said Proposal, by doing all work incidental thereto in accordance with the plans and specifications provided herefor, all within Pinellas County,"%s_,: accepted and the contract awarded to the above named bidder, and the said bidder shall within ten days after notice of said award enter into a contract, in writing, and furnish the required Performance Bond with surety or sureties to be approved by the City Manager, this obligation shall be void, otherwise the same shall be in full force and virtue by lave and the full amount of this Proposal Bond will be paid to the City as stipulated or liquidated damages. Signed this 10h day of -September 2.009 (Principal must indicate whether corporation, partnership, company or individual) SUNCOAST DEVELOPMENT OF PINELLAS COUNTY, INC. Ptinci al The person signing shall, in his own ? handwriting, sign the Principal's By: name, his own name and his title; `Jitle the person signing, for a corporation must, by affidavit, show his authority to bind the corporation. LIE= MUTUAL INSRAR3F, CavPANY Surety -? Jay E. Woody 1-kttc,r-ney-In?-Fa t and. Florida esi.cenc Agent . (239) 27.5}8226 VVTP 7 & 3 -9l/field Expansion Phase n Section V City of Cl"rwater Project #. 07-0037-UT Cor: ?raft FPrmS *KIM & Creed Project #. 0992-0190 CF-7 C f N W C 2 a d i>s ?.7 ra ai 0.C THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND. 224J3Z_3 Th;s Power of Attorney limits the acts of those named herein,. and they have no authority to bind the Company except in the manner and to the extent herein stated. LIBERTY MUTUAL -INSURANCE COMPANY BOSTON, MASSACHUSETTS POWER OF ATTORNEY KNOW ALL, PERSONS BY THESE PRESENTS: That Liberty. Mutual Insurance Company (the "Company'), a Massachusetts stock insurance company, pursuant to and by authority. of the By-law and Authorization hereinafter set forth, does hereby name, constitute and appoint D, A. VALENTI, JAY E. WOODY, S. P. HUMENCHICK;.WENDY-L. HINGSOWALL OF.THE CITY.OF FORT MYERS, STATE OF FLORIDA... .......... ...................... ........ .................................... ..................................... each 'individually if there be more.-than one .named, its true and lawful attorney in-fact to make, execute, seal, acknowledge and deliver, for and on its behalf as surety and as its act and deed, and and all undertakings., bonds, recognizance . s:and other surety oblitions in the penal sum not exceeding FIFTY MILLION AND 00/100**** ***"*** ******* DOLLARS.($ _50,000,600.0e each, and the execution of such undertakings, bonds.,. reco.gnizances .and-other surety obligations, in pursuance of these presents, shall be as binding upon the Company as if they had been duly signed by.the president and attested by the secretary of the Company:in their own proper persons. That this power is made and executed pursuant to and by authorit.yof the following By-law.and Authorization: ARTICLE XIII - Execution of Contracts: Section 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing.by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe, shall appoint such attorneys-in-fact, as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys-in-fact, subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. By the following instrument the chairman or the president has authorized the officer or other official named therein to appoint attorneys-in-fact: Pursuant to Article XIII, Section 5 of the By Laws, Garnet W. Elliott, Assistant Secretary of Liberty Mutual Insurance Company, is hereby authorized to appoint such attorneys-in-fact as may be -necessary to act in behalf of the.Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. That the By-law and the Authorization set forth above are true copies thereof and are now in full force and effect. IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Company and the corporate seal of Liberty Mutual Insurance Company has been affixed thereto in Plymouth Meeting, Pennsylvania this 19th day of November 2007 LIBERTY MUTUAL INSURANCE COMPANY qj. - COMMONWEALTH OF PENNSYLVANIA ss U, .COUNTY OF MONTGOMERY Byer Garnet W. Elliott, Assistant Secretary On this 19th day of November , 2007 , before me, a Notary Public, personally came Garnet W., Elliott, to me known, and acknowledged that he is an Assistant Secretary of Liberty Mutual Insurance Company; that he knows the seal of said corporation; and that he executed the above E 6 Power of Attorney and affixed the corporate seal of.Liberty Mutual Insurance Company thereto with the authority and at the direction of said corporation. IN TESTIMONY WHEREOF, L.haVe,l ereunto subscribed my name..and affixed my notarial seal at Plymouth Meeting, Pennsylvania, on the day and year first above written. C.. y B Y Ter sa Pastella, Notary Public CERTIFICATE . I, the undersigned, Assistant Secretary of Liberty Mutual Insurance Company, do hereby certify that the original power.of attorney of which the foregoing is a full, true and correct copy, is in full force and effect on the date of this certificate; and.i.do further certify that the officer or official who executed the said power of attorney is an Assistant Secretary specially authorized"by.the chairman or the president to appoint attorneys-in-fact as provided in Article XIII, Section 5 of the By-laws of Liberty Mutual Insurance Company. This certificate and the above power of attorney may be signed by facsimile or mechanically reproduced signatures under and by authority of the following vote of the board of directors of Liberty Mutual Insurance Company at a meeting duly called and held on the 12th day of March, 1.980, VOTED that the facsimile or mechanically reproduced signature of any assistant secretary of the company, T,erever appeav(ng upon a certified copy of any power of attorney issued by the company in connection with surety bonds, shall be valid and binding upon the company with the same force and effect as though manually affixed. IN TESTIM NY WHEREOF, hh hereunto subscribed my name and affixed the corporate seal of the said company, this. _ _70th day of Septem?er 0 ? - By David M. Carey, Assint Secretary PROPOSAL (l.) TO THE CITY OF CLEARWATER, FLORIDA, for Listal.lation of raw water transmission mains by directional drilling. Doze and jack, and oper1 cut; including 12-inch HDPE pipe. 8-inch PVC )iipe._6--inch PVC pipe, valves and appurtenances. aid doing such. other work incidental thereto, all in accordance with the contract documents, marked Water Treatment Plants I and 3 Wellfield Expansion, Phase 11- Raw Water Transmission Every bidder must take notice of the fact that even though his proposal be accepted and the documents signed by the bidder to whom an award is made and by those officials authorized to do so on behalf of the City of Clearwater, Florida, that no such award or signing shall be considered a binding contract without a certificate from the Finance Director that funds are available to cover the cost of the work to be done, or without the approval of the City Attorney as to the form and legality of the contract and all the pertinent documents relating thereto having been approved by said City Attorney; and such bidder is hereby charged with this notice. The signer of the Proposal., as bidder, also declares that the only person, persons, company or parties interested in this Proposal, are named in this Proposal, that he has carefully examined the Advertisement, Instructions to Bidders, Contract Specifications, Plans, Supplemental Specifications, General Conditions, Special Provisions, and Contract Bond, that lie or his representative has made such investigation as is necessary to determine the character and extent of the work and he proposes and agrees that if the Proposal. be accepted, he will contract with the City of Clearwater, Florida, in the form of contract; hereto annexed, to provide the necessary labor, materials, machinery, equipment, tools or apparatus, do all the work required to complete the contract within the time mentioned in the General Conditions and according to the requirements of the City of Clearwater, Florida, as herein and hereinafter set forth, and furnish the required surety bonds for the following prices to wit: WTP 1 & 3 Wellfield Expansion Phase l1 City of Clearwater Project #. 07-0037-UT McKhv & Creed Project #: 0949.0190 - v Section V Contract Forms Cr 1^ I PROPOSAL (2) If the foregoing Proposal shall be accepted by the City of Clearwater, Florida, and the undersigned shall. fail to execute a satisfactory contract as stated in the Advertisement herein attached, then the City may, at its option determine that the undersigned has abandoned the contract, and thereupon this Proposal shall be null. and void, and the certified check or bond accompanying this Proposal, shall be forfeited to become the property of the City of Clearwater, Florida, and the full amount of said check shall be retained by the City, or if the Proposal Bond be given., the full amount of such bond shall be paid to the City as stipulated or liquidated damages; otherwise, the bond or certified check accompanying this Proposal, or the amount of said check, shall be returned to the undersigned as specified herein. Attached hereto is a bond or certified check on Bank, for the sum of (being a minimum of 1.0% of Contractor's total bid amount). The full names and. residences of all persons and parties interested in the foregoing bid are as follows: (If corporation, give the names and addresses of the President and Secretary. If firm or partnership, the names and addresses of the members or partners. The Bidder shall list not only his naive but also the name of any person with whom bidder has any type of agreement whereby such person's improvements, enrichment, employment or possible benefit, whether sub-contractor, material, man, agent, supplier, or employer is contingent upon the award of the contract to the bidder). NAMES: ADDRESSES: r 7 L, , 16 7 4"? Signature of Bidder: (The bidder ni:ust indicate whether. Corporat or t.-Partriership, Company or individual), WTP 1 & 3 Wellfield Expansion Phase 11 Section V City of Clearwater Project #, 07-0037=UT Contract Forms McKim & Creed Project A: 0992-0190 CF-11 PROPOSAL (3) The person signing shall, in his own handwriting, sign the Principal's name. bis own name and his title. Where the person signing for a corporation is other than the President or Vice-President, he must, by aFfidavit,??show his authority, to bind the corporation. Principal- f Title: ,..- By: ? ?.. Business Address of Bidder: arts k", '>? City and Stater Zip Code Dated at this clay of c ? . A.D., 20 6 ci . WTP 1 & 3 Wel/field Expansion Phase /I Section V City of Clearwater Project #: 07-0037-UT Contract Forms n 9 r? 1? /r cl:ir: ,x arced .°: jec.' #_ 0092_019 CITY OF CLEARWATER ADDENDUM SHEET PROJECT: Ci of CleUwater Water Treatment Plants I and 3 Wellfield Expansion Phase H - Raw Water Mains Ackalowledgment is hereby made of the following addenda received since issuance of Plaits and Specifications. Addendum No. Dater c=° Addendum No. Date: Addendum No. Date: Addendum .No. Date: Addendum No. Date: Addendum No. Date: Addendum No. Date: Addendum No. Date: Addendum No. Date: Addendum No. Date: Addendunrt No. Date: .e of Bider) Signature of Officer) ?--_ (Title of Officer) '?/" ?? (Date) WTP 1 -&3 Wellfield Expansion Phase 11 Section V City of Clearwater Project #: 07-0037-UT Contract Forms McKim & Creed Project #., 0992-0190 CF-13 AFFIDAVIT (To be filed in and executed if the bidder is a corporations) STATE OF FLOI"A ) COUNTY OF s ) being duly sworn, deposes and says that he/she is Secretary of a corporation. organized and existing under and by virme of the laws of the State of Florida, and having its principal. office at: Street & Number I City County State ME further says that he is familiar with the records, minute books and by--laws of I- e (Name of Corporation) Affiant further says that -:x=f?l is r • y, -,?, (Officer's Name) of the corporation, is duly authorized to sign the Proposal for et;:-1 :1/-/, _ _?- for said corporation by virtue of _ r :yJ ?li S 4 . ? (state whether a provision of by laws or a Resolution of the Board of Directors. If by Resolution give date of adoption). -? Affiant 6, ;? - _ Sworn to before me this day of p OFFICIAL NOTARY SEAL ' ?..._ 1. Joy J05Ep11 z '` ` - ssc" DT '0914-, NT sly PLI l =CO, ::. hr?- Cor'?m'sson F.,E fires T r•??'? T},'v2.'LT177 2010 `f Type/print/stamp name of Notary t Title or rank, and Serial No., if any WTP > & 3 Wel/field Expansion Phase ll Section V City of Clearwater Project #: 07-0037-UT Contract Forms McWhr R Creed P.roiert #_ o992-0190 r'F_u NON-COLLUSION AFFIDAVIT STATE OF FLORIDA ) COUNTY OF being, first duly sworn, deposes and says that he is i Of i:> the party making the foregoing Proposal or Bid; that such Bid is genuine and not collusive or sham: that said bidder is not financially interested in or otherwise affiliated in a business way with any other bidder on the same contract; that said bidder has not colluded, conspired, connived, or agreed, directly or indirectly, with any bidders or person., to put in a sham bid or that such other person shall refrain from. bidding, and has not in any manner, directly or indirectly, sought by agreement or collusion, or communication or conference, with any person, to fix the bid price or affiant or any other bidder, or to fix any overhead, profit or cost element of said bid price, or that of any other bidder, or to secure any advantage against the City of Clearwater, Florida, or any person or persons interested in the proposed contract; and that all statements contained in said proposal or bid are true; and further, that such bidder has not directly or indirectly submitted this bid, or the contents thereof, or divulged information, or data relative thereto to any association or to any member or agent thereof. Affiant Sworn to and subscribed before me this i?=t day of y e-x- I &? -/ --V , 20 01F1C;A! NOTARY KCAL .?. Joseph E. Joy va; ('oyrn1 ssion 5? DD509143 Aires Y %2; 2010 otaly pp. ublic d, WTP 1 & 3 Weilfield Expansion Phase ii Section V City of Clearwater Project #: 07-0037-UT Contract Forms McKim & Creed Project #: 0992-0190 CF-9 ?, f m7:> BIDDER'S PROPOSAL PROJECT: City of Clearwater Water Treatment Plants 1 and 3 Welliield Expansion Phase ll - Raw Water Mains BID ITEM DESCRIPTION EST. OTY. UNIT WELL FIELD 1 -:PROVIDE AND INSTALL RAW. WATER TRANSMISSION MAI NS, 1 :1 Mobilization/Demobilization 1 LS 1 : 2 Traffic Control 1 LS 1 : 3 Erosion Control 1 LS 1 :4 Root Pruning 1,000 LF 1 : 5 Tree Barricades 1 LS 1 : 6 12-inch HDPE Pie (open Cut 1,500 LF 1 : 7 12-inch Ductile Iron Pie (Open Cut 30 LF 1 : 8 8-inch Ductile Iron Pie (Open Cut) 40 LF 1 : 9 Not Used 1 :10 8-inch C-900 PVC Pie (Open Cut 1,700 LF 1 :11 6-inch C-900 PVC Pipe (Open Cut 1,600 LF 1 :12 8-inch C-900 PVC Pie Directional Bore 3,500 LF- 1 : 13 6-inch C-900 PVC Pie Directional Bore 9,900 LF 1 : 14 12-inch HDPE DR11 Directional Bore 3,500 LF 1 :15 8-inch HDPE DR11 Directional Bore 1,200 LF 1 :16 6-inch HDPE DR11 Directional Bore 800 LF 1 :17 Not Used UNIT PRICE - TOTAL $ 21 $ $ T -C° ce $? $ $ - o $?Z y ... $ ? . $? f S i ci ? J $ r? Lr a $ a2 yc-'. 1 :18 Not Used 1 : 19 16-inch Steel Casing Jack & Bore) & 8-inch F 1 : 20 12-inch Restraint Joint 1 :21 F 8-inch Restraint Joint W 1 : 22 6-inch Restraint Joint 1 : 23 12-inch Compact D.I Fittings 1 24 8-inch Com act D.I Fittin s 1 : 25 6 inch Com act D.I Fittin s 60 EA 1 : 26 Not Used 1 : 27 16" x 12" Ta ping Sleeve & Valve 1 EA 1 : 28 16" x 8" Ta in Sleeve & Valve 1 EA 1 : 29 16" x 6" Ta in Sleeve & Valve 1 EA 1 : 30 Not Used 1 : 31- Combination Air Release Valve Assembly 15 CONTLNLED NTEXT PAGE WTP 1 & 3 Wellfield Expansion Phase 11 City of Clearwater Project #. 07-0037-UT McKim & Creed Project #: 0992-0190 $ 2 le $'V , ic& ' $ $.? $ L' $ $ $t - s' ccz. $ $ s' $ . ,CGc3, $ 2 7C,. Section V Contract Forms CF 14 i : 32 112-inch Gaie Valve & Box I 2 EA 1 . 33 -Inch 8 Cate Valve & Box 7 EA - 1 : 34 6-inch Gate Valve & Box 3 EA $ % . %2 1 : 35 Tree Removal 3 EA $[=': $/' 1:36 SUBTOTAL WELL FIELD 1 (Bid Items 1:1- 1:35) Well Field 1 Owner's Contingency (10% of Subtotal) 1 LS $ $ 7 m TOTAL WELL FIELD 1 (Bid Items 1:1- 1:36) $ TOTAL WELL FIELD 1 (Bid Items 1:1- 1:36) (in words): -,%va::w ZZ, ITEM DESCRIPTION EST. QTY. UNIT UNIT PRICE TOTAL r?'WELL FIELD'3 :1 - PROVIDE AND INSTALL RAW WATER TRANSMISSION MAINS Mobilization/Demobilizat'ion 1 LS $ : 2 Traffic Control 1 LS $ f C G ?'s $ rr C-i', 3:3 Erosion Control 1 LS 3: 4 Root Prunin 500 LF $ r $ . 15eelr 3: 5 Tree Barricades 1 L5 3: 6 Not Used 3.7 Not Used J U IVU L UJCU 3 : 9 6-inch Ductile Iran Pie _(Open Cut I 50 LF $ $ ._, -- 3 : 10 8-inch C-900 PVC Pike _(Open Cut 600 LF $ $ 3 : 11 6-inch C-900 PVC Pie (Open Cut 400 LF 3 : 12 8-inch C-900 PVC Pie Directional Bore 3:13 6 -inch C-900 PVC Pie Directional Bare 2,000 4,400 LF LF $ J 6 ` 6 $ 3 :14 Not Used 3:15 8-inch HDPE DR11 Directional Bare 1,000 LF $ 3 : 16 Not Used 3:17 Not Used 3:18 Not Used 3:19 Not Used 3:20 Not Used 3 : 21 8-inch Restraint Joint 45 EA $ c. [', ,?. [ "- 3:22 6-inch Restraint Joint 65 EA $(' $;; 3 :23 Not Used 3 :24 8 inch Compact D,I Fittings I 2G BA 7 $ ??(Lv• `` "?`G;, 3 : 25 6-inch Corn pact D.1 Fitn2s 30 I 3:26 2 opine Sieeve & Valve ? CONT ,HUED -NEXT PAGE WTP 1 & 3 Wellfield Expansion Phase 11 City of Clearwater Project #. 07-0037-UT McKim & Creed Project #. 0992-0190 EA - fi r ce", Section V Contract Forms CF 15 ? -- 3 : 27 Not Used 3 : 28 Not Used 3 : 29 Not Used 3 : 30 12" x 6" Ta in Sleeve & Valve 1 EA $ $ _ ; 3 : 31 Combination Air Release Valve Assembly 10 EA $ . •:) G'y%. fir, r ?`,:". ' 3 : 32 Not Used 3:33 8-inch Gate Valve & Box 2 J EA $ 3 :34 Not Used 3: 35 Trec Removal 2 EA SUBTOTAL WELL FIELD 3 (Bid Items 3:1- 3:35) $ 3:36 Well Field 3 Owner's Contingency (IQ % of Sub!otal) LS $ ?. TOTAL WELL FIELD 3 (Sid Items 3:1- 3:36) $ IU IAL WILL tItLU 3 (tiltl hems 3:1- 3:36) (in words): '7/fj, r,s [".--e ,.,I ""U .-•l e i 7 mac::; ?.1, c< ]" ..t ;?'r c, e' ?;/ ?•= j •'S SUMMARY Well Field 1 - Raw Water Transmission Mains (Bid. Items 1:1-1:36) Well Field 3 -Raw VWate1 Transmission Mains (Bid Items 3:1-3:36) $ o y Y Total Project Construction Cost (Bid Items I:1-3:36) , ?t,'`"G-. CONTRACTOR: BIDDER'S GRAND TOTAL $ / 2 121. h1- 17' (Nlimbel s) C.'i? ?? y.? c. ,, i.' r.. ?yc?,wy,?r,4_?,• BIDDER'S GRAND TOTAL $ (Words) THE BIDDER'S TOTAL ABOVE IS HIS TOTAL BASE BID BASED ON HIS UNIT PRICES AND LUMP SUM PRICES AND THE ESTEVIATED QUANTITIES REQUIRED. THIS FIGURE IS FOR INFORMATION ONLY AT THE TIME OF OPENING BIDS. THE CITY WILL MAKE THE TABULATION FROM THE UNIT PRICES AND LUMP SUM PRICE BID. IF THERE IS AN ERROR IN THE TOTAL BY THE BIDDER, IT SHALL BE CHANGED AS ONLY THE UNIT PRICES AND LUMP SUM PRICE SHALL GOVERN. WTP 1 & 3 Wellfield Expansion Phase 11 Section V City of Clearwater Project >#: 017-0037-UT Contract Forins McKim & Creed Project #: 0992-0190 CF-16 1 1 1 1 1 1 1 1 1 ALTERNATE BID ITEMS BID ITEM DESCRIPTION EST. QTY. UNIT I UNIT PRICE TOTAL 'WELL FIELD 1 - PROVIDE AND INSTALL RAW WATER TRANSMISSION MAINS 1 : 10A 8-inch Fusible C-900 PVC Pie (Open Cu'I 11700 LF 7 w :?a G' c. 1 :11A 6-inch Fusible C-900 PVC Pie 0 en Cut 1,600 L: 1 :12A 8-inch Fusible C-900 PVC Pie Directional gore 3,500 LF $ -L 1 : 13A 6-inch Fusible C-900 PVC Pie Directional Bore 9,900 LF $ 17, $ WELL FIELD 3 - PROVIDE AND. INSTALL RAW. WATER TRANSMISSION MAINS 3: 10A 8-inch Fusible 0-900 PVC Pie (Open Cut 600 LF $ L?, ; $ 3: 11A 6-inch Fusible C-900 PVC Pipe (Open Cut 400 LF $ ;: ,? ?. • $f 3: 12A 8-inch Fusible C-900 PVC Pie Directional Bore 2.000 LF :-_a $ ]. 3: 13A 6-inch Fusible C-900 PVC Pie Directional bore) 4.400 LF $ 77. J?' L .. $;Y C,&, AWARD OF THE CONTRACT WILL BE BASED ON THE LOWEST TOTAL BASE BID AMOUNT. WTP 1 & 3 Wellfield Expansion Phase 11 City of Clearwater Project #: 070037-UT McKim & Creed Project #: 09920190 Section V Contract Forms CF-17 APPENDIX ODP DOCUMENTS AND OTHER PROJECT DOCUMENTATION Table of Contents: OWNER DIRECT PURCHASE ODP DOCUMENTS- NOT USED PROJECT PERMITS MAINTENANCE OF TRAFFIC MOT CERTIFICATE GEOTECHNICAL SOIL REPORT L -7 Appendix.doc 1.0/9/2008 PROJECT PERMITS FDOT PERMIT Call FDOT, Inspector 48 hours before starting work: Permit # 200 9 H6?799"65 15050 SR 590 City of Clearwater RECEIVED RULE 14-48 MAR 19 2009 STATE OF FLORIDA r]EPARTMENT OF TRANSPORTATION PINEL.L,AS MAR NMUTILITY PERMIT FORM 710-810-85 UTILITIES OGC -10107 PERMIT NO., boo fC ?• .-? ?' SECTION NO.: J-? -? STATE ROAD 590 COUNTY Pinellas FOOT 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 PERMWEE: City of Clearwater ADDRESS: - PO Box 4748 TELEPHONE NUMBER; (727) 562 - 4960 CITY/STATE/,ZIP: Clearwater, FL 33758-4748 ?? r?? ? . The above PERMITTEE requests permission from the State of Florida Department of Transportation, hereinafter alled the FDOT, o c of nstruct, operate and maintain the following: Installation of 8" HDPE Raw Water Main across Drew Street (SR 590) at Glenwood Avenue by HOD. FROM:"" p TO: f -S Submitted fo he PERMITTEE by: Name and Company (Typed or Printed Legibly) Contact Information Address/Telephone/E-Malt (if applicable) S- ur Date 1365 Hamlet Avenue Clearwater, FL 33756 - jC 1. The Permittee declares that prior to filing this application, the location of all existing utilities thdt itr6wi?has an interest In, both aerial and underground, are accurately shown on the plans and a letter of notification was mailed on 03/17/08 & 11/18/08 to the following utilities known to be involved or potentially impacted In the area of the proposed installation: See attached 2- The local. Maintenance or Resident Engineer, hereafter referred to as the FOOT 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 FOOT's Engineer is f (LJ h., located at 5211 Ulmerton Road Clearwater FL 33&Q_ Telephone Number (7271570-5101 The Permittee's employee responsible for MOT is to be determined , Telephone Number (Fhis 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 FOOT Engineer. 4. All plans and installations shall conform to the requirements of the FDOT's UAM in effect as of the date this permit is approved by FOOT, and shall be made a park of this permit. This provision shall not limit the authority of the FOOT under Paragraph 8 of this Permit. 5. This Permittee shall commence actual construction in good faith within 60 days after issuance of permit, and shall be completedwithin240 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 FOOT 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. T It is expressly stipulated that this permit is a license far 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(1), Florida Statues, any utility placed upon, under, over, or along any public road orpublicly owned rail corridorthat 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 FOOT, be removed or relocated by such utility at its own expense except as provided in paragraphs (a) and (b), 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.. 3. It is agreed that in the event the relocation of said utilities are scheduled to be done simultaneously with the FOOT's construction work, the Permittee will coordinate with the FOOT before proceeding and shall cooperatewith the FOOT's contractor to arrange the sequence of work so as not to delay the work of the FOOTS contractor, defend any legal claims of the FDOTs 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 FDOTs current UAM. The Permittee 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/Ulf.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 FOOT under Paragraph 8 of this Permit. 11. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the State's right, title and interest in the land to be entered upon and used by the Permittee, and the Permittee will, at all times, and to the extent permitted by law, assume all risk of and indemnify, defend, and save harmless the State of Florida and the FOOT from and against any and all loss, damage, cost orexpense arising in anymanner 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 FOOT shall be observed and the Permifee mustiake measures, including placing and the display ofsafety devices that may be necessary in order to safely conduct the public through the project area in accordance with the Federal MUTCD, as amended for highways, the requirements of the Standard Application Package for railways, including flagging services and Railroad Protective Insurance or acceptable alternative, when applicable, and the FOOT's Design Standards, Indexes 600-670, and Standard Specifications for Road and Bridge Construction, Section 102, as amended by the UAM. When a Utility deems it necessary to conduct Traffic Control activities and methods significantly different from those addressed in the above references, the Utility must submit an alternative plan signed and seated by a licensed Florida professional engineer qualified to develop TCP in accordance with the provisions of Chapter 8 of 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 N Highland Avenue and Cres AV n within the FDOTs 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 FOOT determines said removal is in the public interest. 14. In the event contaminated soil is encountered by the Utility or anyone within the permitted construction limits, the Utility shall immediately cease work and notify the FDOT. The FDOT shall coordinate with the appropriate agencies and notify the Permittee of any suspension or revocation of the permit until contamination assessment and remediation, as appropriate under Rule Chapters 62.770 and 62-730 Florida Administrative Code, has progressed to a state that all environmental regulatory agencies having jurisdiction have approved the site of the contamination for resumption of work„ Page 1 of 2 I RULE 14116 U t STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION UTILITY PERMIT FORM 710-010-$5 r1TIUTIES OGC -10!07 15. For any excavation, construction, maintenance, or support activities performed by or on behalf of the FDOT, within its RNV, the Permittee maybe required by the FDOT or its agents to perform the following activities with respectto a Permittee's facilities: physically expose or direct exposure of underground facilities, provide any necessary support to facilities andlor 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 fordamage resulting from the issuance of the permit. The FDOT may initiate injunctive proceedings as provided in s.120-59 to enforce provisions of this subsection or any rule or order issued or entered into pursuant thereto. 17. Pursuant to Section 337.402, Florida Statutes, when any public road or publicly owned rail corridor is damaged or impaired in any way because of the installation, inspection, or repair of a utility located on such road or publicly owned rail corridor, the owner of the utility shall, at his or her own expense, restore the road or publicly owned rail corridor to its original condition before such damage. If the owner fails to make such restoration, the authority is authorized to do so and charge the cost thereof against the owner under the provisions of s.337.404. 18. The Permittee shall comply with all provisions of Chapter 556, Florida Statutes, Underground Facilities Damage Prevention and Safety Act. 19. Special FDOT instructions: It is understood and agreed that commencement by the Permittee is acknowledgment;and acceptance of the binding nature of all the above listed permit conditions and special instructions. 20. Receipt of this permit acknowledges responsibility to complywith Section 119.07(3), Florida Statutes, and UAM Chapter4.5.2, regarding Exempt Documents and Security System Plans Requests. 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 changels to the standard form? *JNOXYES If Yes, 1 pages are attached.' PERMITTEE Robert Fahey, PE, Utilities Engineering Manager SIGNATUR E 1 DATE: ??r?q 1 Name & Title of Authorized Permittee or Agent (Typed or Printed Legibly) APPROVED BY: ' s ISSUE, DATE: V / District Maintenance Engineer or Designee / _ UTILITY PERMIT FINAL INSPECTION CERTIFICATION DATE: DATE WORK STARTED: DATE WORK COMPLETED: INSPECTED BY; (Permittee or Agent) CHANGE APPROVED BY: DATE_ District Maintenance Engineer or Designee I the undersigned Permittee do hereby OE;RTIFYthatthe utility construction approved by the above numbered permitwas inspected and installed in accordance with the approved plans made a part of this permit and in accordance with the FDOT's current UAM. All plan changes have been approved by the FDOT's Engineer and are attached to this permit- I also certify that the work area has been left in as good or better condition than when the work was begun. PERMITTEE; Name & Title of Authorized Permittee or Agent (Typed or Printed Leaiblv) CC: District Permit Office Permittee SIGNATURE: DATE: Page 2 of 2 1. 7h aPermitteedeclarie&ThatpriartoUna this application,izelaca:lionofallai6-ti gubli6es#hatIto ns-orbson?igerestIn;6o1haeriEdaipenderground, are ar?F ratNy she ^m nn the plans and a.leftts ai nafificuti 9n was mailed cn H- .. 9Aw m to die Nlowng n ili ie5 kr. vn to :bc mWved or pulerfliallW tnrpla ted in the area of the pmlavsffl inshxlEa;6on. 3 amid, 13ri hthouse Progress Energy, City of Clearwater Telecommunications Management t- Pinellas, Knology, Clearwater Gas Fl'L Fihemet Level 3 Conwnuiications Fiberligbt AT&T/T, AT&T7T'rc i, City of Largo, and_Verizon Florida RECEIVED MAR I ? 2009 avANC F.D.O.T. REQUIREMENTS PERMITTEE MUST COMPLY WITH THE FOLLOWING The Pinellas Maintenance Office must be notified 48 hours in advance of starting work in the F.D.O.T. right-of-way. Ph. 5727) 570-5101. NOTE: When installing multiple conduit lines of which a portion is intended to be leased or sold to another utility company, the new lessee/owner must obtain an approved permit from the Departmeot prior to occupancy- Refer to 2007 17AM. Digging without.knowing where it's safe to dig can cause tremendous damage, affecting your electric, telephone, cable television, water, sewer and gas set-vice outages or even loss of life! If you're doing any digging within the state of Florida, state law requires you to notify Sunshine State One Call of Florida (SSOCOF) two business days before you dig. 1-800-432-4770 This is a free service to help keep Florida safe! htip://callsunshine.corn/core/index.hiTn 1 It is the responsibility of the permittee to determine and comply with all county and municipal ordinances that relate to the construction or other activity as described on this permit. Some ordinances are more stringent than the Department oaf Transportation requirements, All construction and/or maintenance utility equipment located in the F.D.O.T. Right-of-Way must conform to the Federal Manual on Uniforin Traffic Control Devices (MUTCD), the F.D.O.T. roadway and traffic design standards and the standard specifications for road and bridge constriction. Certified density reports are required on all backFxll work within shoulder points of roadway and must be submitted to the F.D.O. i., Pinellas Maintenance Office. This permit does not authorize the construction of any new sidewalk or drainage connections in the F.D.O.T. right-of-way. A copy of this approved permit, including all plans, must be maintained on the job site before work commences in the F.D,O.T_ right-of-way and must be made available during construction/maintenance, NOTE: Any sidewalk disturbed will be replaced by section within 72 hour, to F.D.O.T_ specifications. If construction, reconstruction, repair, or maintenance activity necessitates the closing of one or more travel lanes of any road on the state pr.bnary, county road, or city street system, for a period of time exceeding two hours, the panty performing such work will be responsible to give notice to the appropriate local law enforcement agency which has jurisdiction, where such road is .located, prior to commencing work on this project. 335.15 F.S. 7/86; 336.07 F_S_ 7/86. THE DEPARTMENT OF TRANSPORTATION RESERVES THE RIG14 TO MAKE ADJUSTMENTS TO ANY PERMITT) D METHOD OF INSTALLATION, SCOPE, RESTORATION, AND PUBLIC SAFETY THAT ARISE DUE TO UNFORSEEN CONDITIONS DURING CONSTRUCTION_ F.D.O.T. UTILITY PERMIT # 2008-H-799-65 #19 SPECIAL INSTRUCTIONS: 1) NO LANE CLOSURES OF ANY STATE ROAD IS ALLOWED WITHOUT 48 :FIR. NOTIFICATION AND PRIOR APPROVAL BY THE F.D.O.T. INSPECTOR. 2) NO OPEN CUTS OF ROADWAY .PAVEMENT ON SR 590 IS ALLOWED WITHOUT PRIOR. APPROVAL. 3) ALL BORE AND RECEIVE PITS ARE TO BE SHEETED, BRACED OR. PROPERLY SLOPED AS NEEDED. 4) ANY SIDEWALK AND/OR DRIVEWAYS DISTURBED ARE TO BE RESTORED AS WORK CONTINUES. MAINTAIN INGRESS/EGRESS ON ALL DRIVES AND SIDE STREETS DURING CONSTRUCTION. 5) AL I, SIDEWALK CURB RAMPS SHALL HAVE DETECTABLE WARNING SURFACES (TRUNCATED DOMES) AS PER FDOT STANDARD SPECIFICATIONS 527 & STANDARD INDEX 304. 6) A SUBSURFACE SOIL AND DRAINAGE REPORT IS REQUIRED ON BORES INVOLVING CASINGS > 6 INCHES IN DIAMETER OR AS REQUESTED BY F.D.o. r. (PERMTITEE MAY DESIGN THE BORE CROSSING FOR ID TIMES THE MAX BORE DIAMETER IN DEPTH, TO WANE A SUBSURFACE SOIL REPORT UNLESS REQUESTED BY F.D_O.T.). 7) 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 TIIE STAN RIGHT-OF-WAY. THE MINIMUM DEPTH COVER SHALT, BE 36" FOR BORE LESS THAN 6" AND ID TRvIES THE BORE SIZE EQUAL TO DEPTH FOR BORES 6" AND LARGER OR AS DEFINED WITHIN THE PERMITTED PLANS. MAINTAIN A MINIMUM OF 24 INCHES CLEARANCE FROM OTHER UTILITIES. PRE- REAMING MUST BE IMPLEMENTED PRIOR TO PULLBACK. 8) A CERTIFIED WORK SITE TRAFFIC CONTROLS SUPERVISOR, APPOINTED BY THE PERMITTEE, MUST BE ON SITE TO OVERSEE SET UP AND MAINTENANCE OF APPROVED MAINTENANCE OF TRAFFIC (MOT) PLANS (SEE ATTACHED PLAN). A COPY OF THE WORK SITE SUPERVISOR'S CERTIFICATION MUST BE PROVIDED TO THE F.D.O.T. INSPECTOR UPON 48 HR. WORK START NOTIFICATION. ORANGE REFLECTIVE SAFETY VESTS MUST BE WORN BY ALL PERSONS INVOLVED WITH THIS PERMIT WIHLE IN THE STATE RIGHT- O.F-WAY. 9) ALL DIRECTIONAL BORES MUST COMPLY WITH F'DOT STANDARD SPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION SECTION 555. 10) PERMITTEE MUST :HAVE A REPRESENTATIVE ON SITE AT ALL TIMES WIIIL'E WORKING IN THE STATE RIGHT OF WAY. n 11) PERMITTEE d: CONTRACTOR SHALL FOLLOW THE STANDARD WORK SCHEDULE OF w MONDAY THROUGH' FRIDAY 7:00 AM-5:30 PM WHILE WORKING WITHIN THE STATIC RIGHT OF WAY UNLESS OTHER WISE NOTED WITHIN THE PERMIT. DEVEAT.IONS SHALL BE REQUESTED BY THE PERMITTEE IN WRITING WITIT -JUSTIFICATIONS IN ADVANCE OF THE PROPOSED CHANGE. UTEMTSINEW INSERTSIDIRECT. DRILL INSERTS 08-DOC I F.D.O.T. UTILITY PERMIT # 2008-H-799-65 PORTIONS OF THE REQUIREMENTS LISTED BELOW, ARE IN ADDITION TO THOSE OUTLINED IN THE CURRENT DEPARTMENT'S UTILITY ACCOMMODATION MANUAL. THESE REQUIREMENTS ARE SUBJECT TO CHANGE WITHOUT NOT I ICATION 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 TIES UTILITY. ALL ABOVE GROUND APPURTENANCES MUST BE PLACED AS CLOSE TO THE RIGHT or- WAY LINE AS PRACTICAL. TEMPORARY STORAGE OF CONSTRUCTION EQUIPMENT AND MATERIALS (I.E., POLES, CABLE, PIPE, ETC.), TO BE USED IN THE CONSTRUCTION/MAINTENANCE OF THE UTILITY, IS PROHIBITED IN THE DEPARTMENTS RIGHT-OF-WAY PRIOR TO PERMIT ISSUANCE. STORAGE IS LMTED 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, ARC 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 IERMITTEE THAT PHOTOS BE FILED WITH THE DEPARTMENT SHOWING THE ORIGINAL CONDITION OF THE DRIVEWAY- THE PERMITTEE IS RESPONSIBLE FOR FILING PERMIT APPLICATIONS WITH THE PROPER MUNICIPAL AGENCY BEFORE CROSSING ANY SECONDARY ROADWAYS OWNED BY THE CITY OR COUNTY WHICH CONNECT TO STATE ROADS BEING AFFECTED BY TI-HS 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 TTIE 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 CI+R 1.22.26) AND U. S. ENVIRONMENTAL PROTECTION AGENCY IMPLEMENTATION PROCEDURE BY INCORPORATING THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM AS DOCUMENTED IN THE SEPTEMBER 25, 1992 ISSUE OF THE FEDERAL REGISTER, PART 3, T- -TERl4i1TSM W IIYSMS1DIUCT. DPJLL WSERTS 08-DOC F.D.O.T. UTYLITY PERMIT # 2008-H-799-65 VOLUME 57, DER 187. H.-TERMUS\NEW INSEtz'I'SI WC.T. DWI, INSERTS 08..DOC 1. The Pemjn,aedEClaresthat priortoAUngfiisopplicaion,thelocationofallexistingu9ifesMiatitaiwLsorhiEanlnteregtin;6oliaerialandrxiduxguyid, are 9ccuratetf shmn on the plans and a tefter ofnotification •waS mailed on0940s Jxl w . to thetollowng U-fitifies knofrn to by kwohvfd or potalUatty impackd id lie area of the proposed instalfa5on! Ee"_6=: Bri hthouse Progress EneEgy, Ci of Clearwater, TelecommunicatioDs Management - Pinellas polo Clearwater Gas FPL Fibernet Level 3 Communications Fiberli ht, AT&T/ r AT&°l"/T-TCG City of Lar o and Veti. on Florida RECEIVED MAR 19 2003 PINELlAS MAINTENANCE 11 PINELLAS COUNTY PERMIT I OAID of covNrv O P COMMiSSIONERS . Nncy Bostnck Neil Brickfield Calvin D. Harris Susan Latvala John Morroni Karen Williams Seel Kenneth T. Welch Mr VtrU Public W Right-of Regulato 1 Pinellas PUBLIC WORKS Utilization Permit #09-0351 U June 1, 2009 McKim & Creed 1365 Hamlet Avenue Clearwater, Fl. 33756 Attn. Jeffery S. Lowe, PE Re: Utilization Permit for City of Clearwater - WTP 1 & 3 Well Field Expansion Project Phase 2- Raw Water Mains. [City P.I.D. #07--0013-UT] Dear Mr. Lowe: We are enclosing your conditionally approved Utilization Permit covering the proposed construction described below: Construct a raw water transmission system on Highland Ave., Belcher Rd., Old Coachman Rd. & Palmetto St. per attached plans. This letter must be attached to and made part of the approved Utilization Permit, making the following conditions binding to the Permit: 1. It is the responsibility of the engineer of record to procure all necessary permits that are required by the agencies that are affected by the proposed construction. 2. Contact Pinellas County Highway Inspector Rick Kelly prior to beginning work. .(Ph. #420.5103, 48 Hrs. Minimum Notice) 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. Engineering Technician y Utilization Permits Services Enclos CC' Highway Department PLEASE ADDRESS REPLY TO: ,140 Court Street Clearwater, Florida 33756 Phone: (727) 4G4-3251 Websitc: www.pinellascountycorg Pinellas County RIGHT OF WAY PERMIT NO: Department of Public Works UTILIZATION PERMIT up - TFIE COUNTY OF PINELLAS, a political subdivision of the State of Florida, hereinafter called the Permitter, hereby grants to The Cit of Clearwater of P_O. Box 4748, Clearwater FL 33758-4748 (Name) (StreetAddress, City., State, Zip} ' hereinafter called the Permittee, a Permit to construct, operate, maintain, renew and/or remove a raw water transmission system on attached sketch along, across, beneath, or over right of way and/or property of Permitter at the following location: County Road No. 375 / 425 / 501 1 535 1548 / 550 Name: Highland Avenue I Hercules Avenue „I Belcher Road / Old Coachman Road I Palmetto Street Sections 1 11, 12, and 14 Township 29 South Range 15 East and Sections 6, Township 29 South Range 16 situated at: • Highland Ave. C.R. 375 at Turner Street fora roximatel 60 LF crossin Count RO • Hercules Ave. (C.R. 425} at Pal_rnetto Street for 100 LF (crossina County ROW) • Belcher Road C,R, 501 at Logan Street for 105, LF (crossing County ROW) and from Logan Street to Lagoon Circle for 50 LF (parallel to County ROWS • Old Coachman Road C.R. 535 at the intersection of Lagoon Circle fora approximately 50 LF ¦ Palmetto Street C_R. 548 at Richards Avenue 60 LF (crossing Count?lr ROB • Palmetto Street C,R. 550 from Hercules Avenue for 840 feet east crossing County ROW, and continuing east to Kapp Road for approximately 1.020 LF (parallel to Coun#y ROW) and 50 LF (crossing County ROIM . Within the City of Clearwater. Florida, subject to the following provisions and conditions: (Address or Street Intersection) 1. Construction, operation and maintenance of such utility shall not interfere with property and rights of prior occupant. 2. The construction, operation and maintenance of such utility shall not create obstruction or conditions which are or may become dangerous to the traveling public. 3• All work must be done in keeping with standards of the Florida Department of Transportation Manual of Uniform Minimum Standards for Design, Construction and Maintenance for Streets and Highways, Roadway and Traffic Design Standards, Florida Department of Transportation Standard Specifications for Road and Bridge Construction, AASHTO and by the County Director or his agent. 4• All materials and equipment shall be subject to inspection by an Engineer of the County or his agent. 5. The Permittee shall and does hereby agree to indemnify, pay the cost of defense, and save harmless the Permitter from and against payment of all claims, suits, actions, costs, attorneys' fees, expenses, damages, judgments, or decrees by reason of any person or persons or property being damaged or injured by the Permittee, his employees, agents or sub-contractors or in any way attributable to the performance, prosecution, construction, .operation, or maintenance of work herein permitted by Permitter and resulting from negligent acts or omissions of said Permittee in connection with the work herein permitted. 6. The Permittee shall repair any damage or injury to the road or highway or other County YAl. on of the exercise of any of the v. privileges granted in this Permit, and shall repair the same promptly, within seven (7) days o ? ing it to, a condition at Least equal to that which existed immediately prior to the infliction of such damage or injury. (Note, AI ?` ight of way other- than paved areas disturbed by the construction of this -utility will be compacted, grassed and mulch r soda ?? red_) 'fo 7. All overhead installations shall conform to clearance standards of the State Utilities Accommad? ide ands erground crossing gg installations shall be laid at a minimum depth of 36" below pavement, or at such greater depth as Pernfiftey? y requk. 8. In the event of widening, repair or reconstruction of said road, the Permittee shall move or remove said utility installation at no cost to the Permitter. t. _,: L I 9. This permit creates a permissive use only and the placing of facilities upon County property pursuant hereto shall not operate to create or to vest any property rights in said Permittee and is granted in perpetuity subject to termination by the. Permitter upon the giving of 30-days notice in writing to the Permittee. 10. The Permittee shall furnish the Permitter with a survey showing the exact locations of all facilities to be installed pursuant to this permit, said survey to be sufficiently detailed to allow location of said installation by reference thereto.', The attached sketch, covering details of this installation, shall be a part of this permit. 11. Section comer monuments subject to displacement shall first be referenced and later reset by a Florida Registered Land Surveyor. 12• All activities in accordance with this permit will require conformance to the "Manual on Traffic Control and Safe Practices for Street and Highway Construction, Maintenance and Utility Operations". (Chapter 316 Florida Statutes) 13. The Permittee's attention is directed to the provisions of the Trench Safety Act (Florida Statutes, Section 553„60 et. seq.) and the Occupational Safety and Health Administration Excavation Safety Standards (29 C.F.R. Section 1926.650, Subpart P) which shall apply to construction, operation, and maintenance pursuant to this permit. 14. Compaction within right of way to meet Pinellas County Minimum Standards. 15. Highway Department is to be notified a minimum of 48 hours prior to beginning work at 464-8900, otherwise the Permit will be voided. 16. If this permit is for a monitor well, copies of all testing reports are to be forwarded to the Pinellas County Highway Department. 17 The Permittee shall commence construction within 60 days from the date of this permit and it shall be completed within 240 days- ;', /? fG Permittee or Agent Phone: 727-442-7196 Date. Rev 8/27197 Michael Lepeak, PE, M61<im Creed, P_A., Agent for The City of Clearwater 1. Description and nature of the proposed installation shall be outlined in the two blank lines on application. 2. The bottom of Application Sheet 1 shall be signed by applicant or his agent. 3. On the attached plan, the following data shall be supplied: a. The plan sketch shall show the right of way lines and the widths of right of way. The offset distance from the centerline of the proposed installation shall be shown and the scope of the proposed project, with all the distances and sizes clearly indicated. b. Typical cross section shall be famished showing width of pavement, width of right of way on each side, offset distance from centerline to proposed installation and any pertinent data to sidewalks, curbs and gutters, etc, c. Indicate type of installation on both typical cross section and plan view- d. All pertinent drainage information and calculations or justification for size of pipe and/or grading. 4. All improvements within County maintained right of way shall conform to Florida Department of Transportation requirements and/or Pinellas County Subdivision requirements. 5. All applications for water and sewer lines must be separate applications and countersigned by the utility involved prior to submittal. 6. This form is to be made out in QUADRUPLICATE with four (4) drawings; one fully executed copy will be returned to you after approval. 7. There is a variable processing fee which must be received prior to the issuance of the permit. Please make check payable to Board of County Commissioners. 8_ Due to the extensive work being done in Pinellas County right of way, please provide proof that you meet the following insurance requirements: "Comprehensive General Liability Insurance including, but not limited to, Independent Contractor, Contractual, Premises/Operations, Products/Completed Operation, Explosion, Collapse and Underground, and Personal Injury covering the liability assumed under indemnification provisions of this permit, with limits of liability for personal injury and/or bodily injury, including death, of not less than $300,000, each occurrence; and property damage of not less than $100,000, each occurrence. (Combined Single Limits of not less than $300,000, each occurrence, will be acceptable unless otherwise stated-) Coverage shall be on an "occurrence" basis, and the policy shall include Broad Form Property Damage coverage, and fire Legal Liability of not less than $50,000 per occurrence, unless otherwise stated by exception herein." C THE UTILITY NOTIFICATION CENTER "CALL SUNSHINE" (1800-432-4770) MUST BE NOTIFIED 48 HOURS IN ADVANCE OF CONSTRUCTION. Pinellas County Public Works Land Permitting Section 440 Court Street, 4th Street Clearwater, FL 34616 (813) 464-3670 APPLICATION SUBMITTAL INSTRUCTIONS UTILITY COUNTERSIGN (NamefFitle) ?TO-BE FILLED OUT BY PINELLAS COUNTY DEPARTMENT OF PUBLIC WORKS Sod required ©Yes ? ?? Jack and bare ?Yes I?] No Open cut ?Yes fc?' Na ? Directional bores ? No 441 of County Commissioners PINELLAS COUNTY, FLORIDA, Ac' g b ?ate: ry i' SEE ATTACHED LETTER FOR Land Permitting Section ADDITIONAL CONDITIONS TO THIS UTILITY PERMIT_ CSX PERMIT TRANSPORTATION FORM CSXT 7455 -Rev. 07102/2007 (Page 1 of 4) APPLICATION FOR PIPELINE CROSSlNGIPARALLELISM All applications are to be submitted in accordance with CSXT's Pipeline Specification Package. Failure to strictly adhere to these specifications will, result in. delays, additional. costs and possible return of your application. Drawings should either be 8%" x 11", 8/" x 14" or 11" x 17" size (refer to Drawing requirement checklist). CSXT reserves the right to approve or decline any application- One original and one copy of this application form., together with plan and profile drawings, and a $750.00 nonrefundable Review Fee are to be submitted to: CSX Transportation, Inc., Property Services Department, J180, 500 Water. Street, Jacksonville, rY 32202. DATE RECEIVED • No work may proceed on CSXT's right of way until the Licensee has received a fully executed agreement and obtained notice to proceed from CSXT's local Roadmaster or its designee. • Due to future maintenance responsibilities CSXT will not enter into an agreement with a Developer. It is the Developer's responsibility to coordinate the application with the local. governing municipal authority. • No verbal approvals will be granted. No Blasting oulunder/near CSXT right of way. No Directional Boring. Application Date: P- rc,lt 13 , Zyart CSXT File/Agreement Number: tr?7.-ter W. 0 •-???5, sir.. ?r?-?W --- - - - - - -+-' n7 Owner's Complete Legal Company Name: y„, .'- s????_:. ?.? - ----'?:-'.::?- :r - x.. ._ T= ? ?• ;.?.?r? '•:r ?.•i ?•r.`.i:?::=..::t5 :-„_•, 's"tW ? ?-:? ..:.r3.:a.? :c . ,? __... ?. w r' ??•..,_.._..? :?-., _..__._..........___..._. ?....._...._.._.._..?,.:: ?..?.--:tom ?--?? ? ?:..:.•x (, r-f . a C?l c r wd?r Contact Name/Title: Mk Yte,. =P" la i"c Ufi 1 r f '? 5 f y Legal Address: 1&.50 N. Arc,twv-,,s vc- Ci /State/Zi : C-l e-U r ?+?_ f ??- l= f o r° , c (0 3 3 1 Street Address for Overnight Mail (check if same as legal address JI. City/State/Zip: Email Address: fires c e /i ex`r e- r- Q rs c liar w?.?P 1 GG? F 1 Office/Alternate Phone: 2- Z - ¢yb r *Emergency No./Fax: ( Z E 7-7-4- -7041 4-2-4 5? Z. - 411 & 3 F * The emergency nwnber is needed in the event of derailment, pipe failure, etc- Type of Business: (a) Corporation (b) ? Partnership (c) Other State of Inc.: Type: _ State: Describe: d Munici ali e) ? Individual Engineer/Consultant Company .Name: Contact Name/Title: fj)'c,44-.e-f f_e a..--k (rU `ect Cn .; , -,- Street Address for Overnight Mail: 134?5' % h-f(e+ Ave- Ci /State/zi : C(tcr?.rc{er FIEF-ids 33 ?f, Email Address: n f e a? M e(C;; r Grime , Gc vt Office/Fax: IZ d - ' tq& (-4z- 4&1 S2- FA Cell/AlternatePhone: AZT) zA4- ti.•{5 { Continued on Page 2... FORM CSXT 7455 - Rev. 07/02/2007 (Page 2 of 4) Application Date: Ple rejA i 3 - Zero i CSXT File/Agreement Number: e nd-??------ E ? i t# - = _ - - - - - _M Your P>roicet Reference No.: 01- 003°- - 0-r Covered by a Master/Genera] Agreement: Agreement No: A eement Date: Work to be performed by: a ? Owner's employees (b) Owner's contractor Type of ,installation: New *Revision to Existiin r *Attachment to Existin *Upgrade to Existing a)-* IJ•a revision, attachment or u pgrade, you :must provide detailed scope of ro'ea b * For existin cr^assira s/ ar-allelisms, nish ca o existing T1121I -ceinent or Agreement No.: p! _g7 Will. i cline connect to an existing facility within Railroad corridor? a) If es, name of facility owner: Yes No b) If es, describe and show details on drawing. -City/To ln/Vila c: o",w,: sir Conn : State/Province: FL Occupancy Type: Crossing Only Crossing & Parallelism Parallel Only (Complete Section A or (Complete Sections A or B & C) (Complete Section C) B A. RR Milepost Location for Crossing non-s ur tract: *Do not measure from. a DOT sign. Crossing location: Z03 ft. / S / E / W) (direction) from RR Milepost: 813 Latitude: N Z' $g 3 i .¢ Lon itude_ W BZ 46 4 60 If Known: Valuation Station: Valuation Ma No.: B. RR Milepost :Location for Crossing (spur track) f % *Do not measure from a DOT sign Spur Track Crossing Location: ft. (N / S / E / W) (direction) from RR Milepost: _ to point-of- switch, then: ft. aloe spur trick to crossing location. Latitude: N Longitude: W If Known: Valuation Station: Valuation Ma No.: C. RR Milepost location for Parallelism Parallelism location. Enters CSX'I" i?/W: CSXT R/W: Ft. ., / S / E / Id "Do not measure from a DOT sii n. ft. (N / S / E / W) (direction) from. RR Milepost: and Exits (direction) from RR Mile Rost: Latitude: N Lon `trrde: W = Entrance If Known: Vaal. Station.: Val. Ma No. T Entrance Latitude: N --F-Longitude. W = Exit If Known: Val. Station: Val. Ma No.: =Exit Crossing Length/Segment Parallel Length/Segment on RR R/W: 0 ft, on RR R/W: Ft. Will pipeline be located entirely within public road R/W? Yes, DOT Crossing No.: No NOTE: Road name, number, and widtli of R/W are required on drawing. Continued on Page 3... FORM CSXT 7455 -Rev. 07102/2007 (Page 3 of 4) Application. Date: - Bare-Ln 13 L222 CSXT File/Agreement Number: Jt ? rite .Vi ,?._ _.... .. _.__w ._ x i= r?r1c .fr PIPE SPECIFICATIONS: CARRIER PIPE= : CASING PIPIT: Substance to be conveyed: {? Flammable ! ? Non-Flammable) R? {A/a z it N/A Temperature: 14e E N/A Maximum Working Pressure: pG P- 5.r- N/A Pipe Material: " ", :ifee_ Material Specifications & Crude: A.WV4 C-150 A5 M ! 9 acl? Specified Minimum Yield Strength: .¢Z sy a 5 x Nominal Size: B - i,t c_A 1q - ;,K r_ Wall Thickness: . 15 - e Hell P " - :,, " Type of Seam- $, f s r e Type of Joints: we [A Total Length Within CS C'.1' AV- B6 -? If Tunnel Liner Plates: Attach manufacturer's shop detail and computations that include late thickness and gauge, Location of Shut-Off Valves: /0 ff Wzsf j GS )cr R4 la -F+ 1r4s? a.F C5A r kow Number of ManhoIcs: Number of Other: Describe: Manholes shall be flush with to of round and dimensions ofancillary structures are req uired on drawing. Method of Installation: (a) Bore & Jack (b ? other. Protective Coating: Yes No. Type: Cathodic Protection: ? Yes tK No Temporary track support or ripra required? Yes K No If es, describe and show details on drawing. Division: Subdivision: No. of Crossings. Val. Section/Ma No.: Absolute Ma No.: PIN No.: Roadmaster Code: Parcel No.. Contract Type- Fiber:. Val. Station Crossin : Milepost No. (Crossing): Val. Station Parallelism : From: To: Milepost No. (Parallelism). From: To: Milepost No. (Spur Track): , then ft, along spur track(s) to Crossin location. Shortliue Lease Corridor: Yes No Shortline Lease A pmt_ No.: Track Sold to Shortliue: Yes No Inspector Wqtdred: F1 Yes El No En g. Approval Letter: ? Yes ? No FDOT En g. Approval Ltr.: Yes No Project Manager: Title. Approved by: Title: Comments: Continued on Page 4... FORM CSXT 7455 -- Rev. 47/02/2007 (Wage 4 of 4) 1 CSXT DRAWING REQUIREMENTS FOR PIPELINE CROSSING/PARALLELISM Application Date: Marc1% 131 zDO r _ Agreement Number: All information and measurements are to be clearly labeled and shown on all drawings, All drawings are to be submitted with CSXrs pipeline occupancy application form No. 7455. Failure to strictly adhere to these requirements may result in delays, additional costs and possible return of your application. Drawings should either be 8Y2" x f 9', 8Y2' x 94" or 19"x 17' size. CSXT reserves the right to approve or decline any application. Gray or monochrome scale required. Aerial photos must be separate from the drawing. All applicable boxes must be checked (Note: Metric Information will NOT be accepted.) jd Legible Drawing(s) size 8% x11, 8!<x 14 or 11x1T a Overall plan view for parallelisms g North Arrow jx 'ritie block with owner's legal name, drawing number and date. New pipeline in bold lines. Distance and direction from CSXT actual milepost monument/marker (not the DOT sign at the road crossing). Distance and direction from nearest track and public road intersection. Public road right-of-way lines (if within the confines of a public road crossing). CSXT right-of-way lines relative to centerline of adjacent track(s). [ Width of CSXT right of way. - Angie of crossing at track(s), and number of tracks crossed, Plan View, cross-section and profile of casing and carrier pipes. j Points where pipeline enters and leaves CSXT's right-of-way. Total length of carrier and casing pipe within CSXT right of way. Jd? Cross-section of track at encroachment, including relevant dimensions- Depthiminimum cover of casing pipe measured from. ld Top of pipe to bottom of rail L?( Within the right-of way but not beneath the track(s) Q Below any ditches Description of Casing Pipe End Seats II Measurement to any manhole(s)lother(s) from nearest/adjacent track(s) and milepost. ri Size and location of Vent pipes on cross section/profile drawing (for flammable substance with sealed casing pipe). Location of shut off valves- (a) Crossings: No further than 2,000 feet from centerline of nearest track; (b) Parallelisms: Withln 2,000 feet of entrance and exit point of CSXT right-of-way location of any CSXT signals, signal equipment, road crossing warning devices, poles, pole lines, bridges, and any other facilities relevant to the pipeline and the location of the pipeline. Q Location of all proposed/performed geotechnical borings -This is required for all casings with an O.D. of 48 inches or greater. II Facilities, structures, obstructions, etc.-. to be relocated, ?r Distance of face of Launching & Receiving Pits located from centerline of adjacent track @ 90°. Launching Pit and Receiving Pit Dimensions: Width, Length and Depth. ry ?itn l I affirm that I have reviewed CSXT's Pipeline Specifications and the foregoing information complies with the current CSX Pipeline Specifications. governing laws or regulations, and accurately reflects the propo ed pipeline crossinglparallelism of CSXT's right of way. Applicant's Signature: w L. 0 11 Check Date: 02/12/2002 Check #A87765 Invoice Date 0211112009 Invoice Number CROSSING FEE 2/09 Invoice Amount PO Number or Comments $750.00 ST105199 Amount Paid $750.00 ?7?aoo ata Men Ca me as ours y II.0048` TU3511' I:063000047l: i 2r.00 30 7 58 n' - I I I I I I I I I I I I I ! .. 6i ~ c I a '2 Q. ~ ~ ~ I 8 ~ "- '" I 't " . ~ Ii: I ~ >< ~ ., ~ Q. I ~ Q ~ '" Q I ~ III I I / Ij I III I II 1/ III I ^- t ~/Q~/Oil / I Lj, ~ ~ r~~ I ~ I 0- /1 It.t >- I I I I /1 , li/~.'" ~r7!;-~ tJ16"W- = /11 ,( l"" ~ ::: :::::: :::1C _ ~;~ ~ )If'! / r ~J1/// '\ :::: - :::: ~ _ ::---:.: -:::::- ~............:.---:::., ~~v '~_ ::::::- ~ -=:- _;;[: ,~~ ,~ A --=::-_n. ..-=... n "? ~ TB /" -I- 7--37_ __ I I I 0 30 I I I SCALE 1" = 30' 3t I I i~ I).... . ---- -=-1.a-- 1 / I \/7 w > llHC _ ~ 0- z <( -1 I CJ I I -- -q---:12 W ~ III '\{ , >- II /~ l "~ / !:2 </ ~ -1~ / ~ lD --=--=--=--L-=--=--=-~ :J ~ ,~ I- \ ~:r: co-e I I~ - -rl -ft~ I / ~ // " , \ 3t ia t IJGC --- uoc -&AS- ss -----ss ~.. =-- ~ ~ ." ~ _ -....---. --s!!J - ... 'I.~ _/ I . _ ~1- ;:::::- - -32- --I- /_ - -J,--.~ -- - ~ - -31-- --t - ~"'- ::::\ -COCA TlON -eF :: -- -30- -t- rr.. - ~n= 'L~__ /1- --~ RECEI'1t;lG-Pt'r- l::::::-_::- -1.9-1 -L- - -:::=--.. ~.' (ADDR'OX 10' 1 0') Tor'~~ L---. -:::-- '"\iL.oo" "vr . X OF SLOpt=-..t--,-..,- ~HGT -OFF VALVE I I /'" / / TO}" AL LENGTH IN CSX ROW = 86' L; Y(PELlNE SEGMENT CROSSING = 86' /PIPELlNE SEGMENT PARALLEL = 0' ./ ,9'ARRIER PIPE 8" DUCTILE IRON (FULLY RESTRAINED) I'CASING 16" A139 GRADE B STEEL, ... TOTAL LENGTH = 100.63' .I / ~-;;-~\. CITY OF CLEARWATER, FLORIDA t~~, ENGINEERING DEPARTMENT \~ =- ~'l 100 S. Myrtle Ave. '(~~ Clearwater, F1 33756 ... ,. 0992-0190 .......... / J---~ - -;:;E I ~ I I l:l \\ \\ I I ~/ / I / ~ / 3()' / REVISION MICHAEL P. LEPEAK, P .E. No. 65642 4M=I<IM&CREED 13e5~"_... O......oter.flJJ1~ Phgnr. (727)442-7196. F"ooo: (727)<46I-J827 EElOOO6&!lI1 OR,t,lIIIfl in 8rN. JZM tlESlQ<CED BY DaXEO BY l.tPL MAC S\JR'IIYDl BY 8Cl()I( ~. M & C D-'1E llflAtIIM DIIIIG NAME MARCH 2009 09920190CSX' PINELLAS COUNTY, FLORIDA WTPs 1 AND 3 WELL FIELD EXPANSION PROJECT PHASE 11- RAW WATER MAIN PROPOSED PIPELINE CROSSING PALMETTO ST, PLAN VIEW SC-"E ""T. """""""'" '0"""''''''''' 8y DATE ....melUmc:rMd.com OTY (MOtJ€E1l' loI04An D. QUlU.Dt, P.E. , 33711 I I I I I I I I I I I I I s ii OJ ~ c: I a =i Q. ... N ~ ~ I 8 ~ '" "- '" I t " . a. !:;: ~ I !!- ~ ~ Q. I ~ 01 ~ N co 01 I ~ iii / : \1 PAL~ETTO 9-1 J A;;; ~ ~ U-jg lJ;/ II:: \ \ ~ n 1./ <------ '7 1/11 \ \ '\ '\ II~~~ /' %~ "r - "':::: \ \ \ \ II ~~ IA ~a{}: / / /' NIl ~ /' I /1\1 UGl: ~ ~ -\ ~ -.U <{II~ ~'~)7" 1= '35- ----- s" w-- GAS \.0 \ 18" w- '=\::: \ ~~\~ -----p /2~ _ -1"'~ u~ _ -=- ~~6~~ T ~. rt_ - -\.- R,'W \..--- ~\ _ /- /7; - - ::-- L _ -.35_ ~ ~I III ~ - - - - - ss ~\., ~ - ss - -\- -t-l-ISS 4/// ~/ r- f ss - _ _ ../ ./ - B:l:!iJ4_ ~. . - ,~. \ / / .-::::- ~ ~ -=- -=-= - -sr -=-- -I I- ss \. 17' . 42' // / ~~ d - - / -33__ ..-::-- \." '~ . / / ~\ J~~'l/~~/ / _ / /c-- ,F :--- " .:: ~ '" -- -~'\- --- - '-.ORE PIT I x~,:, ~ ;o/,?;/ZT //~ /_;::r_7-__~__- ~ - '" ~~VOOlfPrr- -~ 'l= 1:::- / "~ / /; / -- -c...SHUT-OFF VALVE ...-~..::--"'- -f;. ..:: / ~, ~ / ~/ 7 .?--- .am- .___~.- -.. \.\.. ~\.. ~\.. ~\.. t osx ,.uw", I i I I I 48,23 I" I 51,25 I I I [EXISTING GRADE I ~~~~~~ I /rt~,,--t ___ ILt~~~.!X'~GG P1Ti 32 ~:! I ......-:"--- ~ ----, 1:...------"-----~32 ! _ 0:: II I - - II I I 0.--0.--0.-- ~~ II I I - -11-==i : " ~ i II II _ _ _ - - - I I a:: ~ I ENDS OF CASING TO IBE II II 28 I II VALVE 0 ' III rr I - ~-C;' I OR.L1 APPROVED-EQUAL--rr-, II I \ I' f I I I Iii ~ 001 I I I I i ~ ~ III c::::1 I II' I I \ --:--FLOW I I III II II "-'EL = 25.72' L. I II 24 ' " I 16" CASING 11 III' SHUT-OFF ~ALVE EJT. EL = 24.00' V 7\ \.1 BASE OF PIT "-ESllMA TED. EL = 24.00' BASE OF PIT 40, I I I 361 40 36 'i 28 24 20 o EXISTING 54" RCP I 20 50' LF OF 8"1 PIPE I TO SHUT-OFFIVALVE 60 80 160 180 20 200 53 LF OF 8" PIPE TO S~UT-OFF VALVEj 120 140 40 100 ffiQEU.E HORZ: ,. - 20' ~T: ,. - 4' ~ CITY OF CLEAR1fATER. FUlRIDA f~ ~ ~'ENGINEERING DEPARTMENT \~ 'E:. ~ 100 S. Myrtle Ave. '{1!lm.~t Clearwater, Fl 33756 .M=I<IM&CREED lJ6:1~"_... 0-"01111'". n. >>756 F'toonr. (727)442-11i6, FOlI: (727)461-3827 E8OOO6Ul 40 36 o t 20 I I SCALE ," = 20' 40 I I 36 _ _ _ _ _ /" /"' _',VEXISTING dRADE I" " 32 ...... I 8" 01 " "" I RAW WATER- '1 (FULLY RESTRAINED) 1\ STAINLESS STEEL I / I CASING SPACER 28 I @Y~ I 28 -16" A139 GRADE B I STEEL CASING' 32 24 20 o 24 20 40 ~ 20 60 HORZ: 1. _ 20' ~T: l' - 4' DIl.6-'M'I en BFN JIM PINELLAS COUNTY, FLORIDA WTPs 1 AND 3 WELL FIELD EXPANSION PROJECT PHASE 11- RAW WATER MAIN PROPOSED PIPELINE CROSSING PALMETTO ST, PROFILE & SECTION DI'lCHAloIl!: 09920190CSX2 t.4ICHAEl P. LEPEAK, P,E. No. 65642 REVISION liT D"-TE .....mcklrncrMd.com """",,, "PL """""" " " '" C O...lEOIl........ ~ARCH 2009 ~WBT MAC CONJlI4CT NO ""'-E ""T. BOOk NO. ''',,"0 0992 0190 ..... '0 """""""'" Ct>ISTRUCTION CfTY [HCJ'olEDlle04A.Q. o.ClUll.Wt. P.t. ,JJn, DATE - I I ! I I I I I I I I I I I I I I I I I I MAINTENANCE OF TRAFFIC (MOT) CERTIFICATE - I I I I I I I I I I I I I I I I I I I MOT Certification Form Attach this form to Maintenance of Traffic plans submitted to the City of Clearwater Project WTP 1 & 3 Wellfield Expansion Phase 11- Raw Water Mains name: Printed Signature Name of certified person signing off the MOT plans Date IMSA certification level IMSA certification number IMSA certification expiration date FOOT certification level FOOT certification number FOOT certification (required for FDOT roads) expiration date Com ments: For office use only I I I I I I I I I I I I I I I I I I I GEOTECHNICAL SOIL REPORT - I I I I I I I I I I I I I I I I I I I HNIW~:!,H:nAl (()tlSUllmG GEOIWI!i1CAl fIIGJIH!I!ifi IMIERIAIS IESIING fHRESnOIU IilSff[JIO!, Orllli'iG SUl1(l; & ASSOCIATES, INC. October 14, 2008 Project No. 04-07-0174-101A Michael Lepeak McKim & Creed, Inc. 1365 Hamlet Avenue Clearwater, Florida Report of Geotechnical Exploration and Evaluation Water Treatment Plants 1 & 3 Well Field Expansion, Phase 2 Pinellas County, Florida Dear Mr. Lepeak: Nodarse & Associates, Inc. (N&A) is pleased to present this rep01t for the above-referenced project. This exploration was authorized by your firn1 and was performed in general accordance With our proposal dated July 30, 2008. The purpose of the exploration was to obtain geoteclmical engineering data to assist in the design of additions to the City of Clearwater's raw water mains from the water wells to the treatment plants. Project Description It is our understanding that approximately 34,000 lineal feet of pipe is to be install cd within the City of Clearwater. It is understood that the pipe will be installed primarily utilizing directional drilling. Open cut may be utilized at select locations. The piping will be installed under a number of significant intersections and will be deeper in those areas. The project area is located in Clearwater, Florida. The proposed project areas are relatively spread out. One of the areas primary areas focuses just east and west of North Highlands Avenue from just south of Otten Street to just north of Turner Strcet. Other areas focus around the intersection ofN. Belcher Road and Calumet Street, the intersection of Countryside Boulevard and State Road 580, and the intersection of Enterprise Road E. and Landmark Drive. In addition, one boring was performed to the east of Keene Road near the n01th end of Clearwater Airpark and one boring was performed near the intersection of Weaver Park Drive and Kapp Drive. Review of Available Data Based on our review of the United States Geological Survey (USGS), the project site spans the "Safety Harbor, Florida", "Clearwater, Florida", and Oldsmar, Florida" quadrangle maps. Generally, the ground surface for the pipe aliglill1ent ranges between elevations +40 feet NGVD to +90 feet , BUilD ON OUR EXPERIENCE GAINESVillE JACKSONVIllE LAKELAND MIAMI' ORMOND BEACH TALLAHASSEE j TAMPA ' WEST PALM BEACH WINTER PARK ~"";;~;N;W#~::~//~ :~~~;;N k~:<'I~Jt~:~:;:~~/#=:&~~:~~~~ 'S04'E:'lTYlfR Sh'l 'TAMrA, FlORIDA"S3b02;}, ?' 1"" ); l!l3;'~~J'Q,~~~;Js~O~~~5"'LJI4'1 f:'813.22J~~?li wWWW;NOOARSr,COM 1.' \ x%' t, w~ ,," wbL.::!Ya ;' ~ .j&ilMtif#o?&0,;>~~~;,~:%'W';lf)~~;;$.~ Water Treatment Plants 1 & 3 Well Field Expansion, Phase 2 N&A, Inc. Project No. 04-07-0174-101A Page 2 NGVD. Excerpts of the USGS the quadrangle maps have been combined to create a single map depicting the project areas. This map is shown on Figure 1 of the Appendix. A portion of the United States Department of Agriculture (USDA) soil survey for Pinellas County for the project site is shown on Figure 2 of the Appendix. Soils found in the vicinity of the project site are summarized in the following table. ...... ...... .'.'.-', ',',' t Depth ofSeasol1al High Cround"'atci-Tabl~ fo'r,Soil Type in its Natural State, Typical "" ,pu~~,tior . ofSeasoiial '. Hij;bWater,' Table,. . 1-2 months 6-12 months Ad As Au 1m Ma My Po Uc Adamsville Astatula Astor lmmokalee < ] 0 inches 40-60 inches < 1 0 inches < 1 0 inches 6 or more months 1-2 months * * Made Land Myakka Pomello Urban Land Urban Land Urban Land Urban Land <10 inches 10-40 inches 1-4 months 1-2 months * * Uk * * Um * * * * Up *These soil types indicate that the swficial soils have been altered by construction and therefore. no valid estimates can be made. Note that the soil series indicated by the SCS may vary in description from conditions found by our field work. The differences may be in interpretation of soil types or be the result of activity at the site subsequent to the publication. The SCS publication is used as a reference and N&A is not attempting to verify the existence of the SCS soil types. The limits 'of the SCS series may not represent inclusions within a mapped area. Inclusions are varying soil types found within a defined, mapped series. Subsurface Exploration Boring locations and required depths for the exploration were provided by McKim & Creed, Inc. Subsurface conditions for the proposed water mains were explored by perfonlling a series of 15 and 25 feet deep Standard Penetration Test (SPT) borings at the locations provided by McKim & Creed, Inc. As 311 exception, boring B-14 was advanced utilizing a hand auger to a depth of 12 feet. This boring was performed with a hand auger in lieu of a drill rig due to site restrictions. The borings were perfolmed at locations where directional drilling is anticipated for the proposed raw water main installation. The boring locations are shown on the attached Boring Locations Plans (Figures 3 and 4) in the Appendix. I I I I I I I I I I I I I I I I I I I - I I I I I I I I I I I I I I I I I I I Water Treatment Plants 1 & 3 Well Field Expansion, Phase 2 N&A, Inc. Project No. 04-07-0174-10IA Page 3 At some locations the SPT borings were initially advanced manually to a depth of 4 feet to avoid possible damage to any underground utilities. At these locations, beginning at a depth of 4 feet, and from the ground surface at the remaining locations standard penetration tests were perfonned continuously to a depth of 1 0 feet and at 5- foot depth intervals thereafter. Each sanlple was removed from the sampler in the field and was examined, packaged, and sealed for transportation to our laboratory for further examination and visual classification. Groundwater levels were measured in the boreholes at the time of our field exploration. The hand auger boring procedure consisted of manually turning a 3-inch diameter, 6-inch long sampler into the soil until it was full. The sampler was then retrieved and the soils in the sampler were visually examined and classified. The procedure was repeated until the desired termination depth was achieved. Samples of representative strata were obtained for further visual examination and classification in our laboratory. The groundwater level was measured in the borehole at the time of our field exploration. General Subsurface Conditions The soil conditions encountered in the borings are shown on the Soil Boring Profiles (Figures 5, 6 and 7) in the Appendix. In general, the borings encountered "clean" sandy soils from the ground surface to the boring termination depth of25 feet (maximum depth explored). In this case, "clean" refers to sands with less than 12 percent passing the No. 200 sieve and are identified as Stratum 1, fine sand (SP), slightly silty fine sand (SP-SM) and slightly clayey fine sand (SP-SC). The relative density of these soils was very loose to very dense with standard penetration resistances ranging between 2 blows per foot to 50 blows for 3 inches. The higher standard penetration resistance values were generally encountered below a depth of ten feet. At some of the locations around a depth often feet and deeper, cl.flyey sand (Stratum 2, SC), sandy clay (Stratum 3, CL) and highly plastic clay to silt (Stratum 4, CH/MH) were encountered and extended to the termination depth. The consistency of the fine grained soils, Strata 3 and 4, ranged from 3 bpfto 50 blows for 3 inches of penetration. Stratum 5 was encountered at the ground surface only at boring B-ll. The following table summarizes the stratum encountered. .. ;",H~~~;,::;;(r.;..:.. . Classification,', SP, SP-SM, SP-SC SC .,_., - .,. . ,.. .., "." .. - . . ..Dark bio\\'ll()rgarucslIty sand SM 6 Brown, dark brown to dark gray silty sand SM Water Treatment Plants 1 & 3 Well Field Expansion, Phase 2 N&A, Inc. Project No. 04-07-0174-10 lA Page 4 . The samples obtained between 4 and 8 feet below the ground surface in boring B-38 had a distinct petroleum odor. No other samples obtained during this exploration were noted to have a petroleum odor. The groundwater level was recorded at the time of drilling and is indicated in the soil borings (Figures 5, 6 and 7). The depth to groundwater was noted to range from as shallow as 3 feet below the ground surface to an excess of 12 feet. Groundwater levels will fluctuate with the amount of local rainfall and, therefore, may be different at other times. Estimated seasonal high groundwater depths are anticipated to be 1 to 2 feet shallower than were recorded during this exploration. These estimates are based on interpretation of USDA soil survey data, soil borings, antecedent conditions and consideration of adjacent wetlands and roadway improvements. Laboratory Testing Index Property Tests: Samples recovered from the borings were returned to the laboratory for visual classification and stratiflcation by a geotechnical engineer. Index propelty tests were conducted on several samples to aid classification. The results ofthe tests are presented on Table 1 and are also indicated on the boring profiles on Figure No.5, 6 and 7 in the Appendix. Corrosion Series Tests: Samples were selected for pH, sulfate and chloride content, and electrical resistivity in order to assess their COITosion potential. The results of these tests arc presented on Table 2 in the Appendix. We have reviewed the Florida Depmtment of TranspOltation Structures Design Guidelines for environmental corrosion classification. This document indicates that the three of the tested soils can be classified as "moderately aggressive" with respect to buried steel an~ concrete stlUctures with one sample, B-31, as "extremely aggressive" with respect to buried steel and concrete stlUctures. Conclusions and Recommendations The following conclusions and recommendations are based on the project characteristics previously described, the data obtained in our field exploration and our experience with similar subsurface conditions and constlUction types. If subsurface conditions different from those disclosed by the borings are encountered during constlUction, we should be notified immediately so that we might review the following recommendations in light of such changes. Overall, the soil conditions within the proposed pipeline alignment are favorable for the proposed construction. Most of the soil that will be excavated can be utilized for backfill material. However, during later summer months, the later part of the rainy season, it is likely that, at some locations, the groundwater will be encountered within one to two feet of the ground surface. Therefore, dewatering during open cut excavations will be required. We recommend that the area in the vicinity of boring B-38 be explored to determine the extent of potential contamination since this could affect construction methods utilized in this area. I I I I I I I I I I I I I I I I I I I - I I I I I I I I I I I I I I I I I I I Water Treatment Plants 1 & 3 Well Field Expansion, Phase 2 N&A, Inc. Project No. 04-07-0174-101A Page 5 Directional Drilling/Jack and Bore: The construction methods, procedures, and materials for these techniques shall be in accordance with the Florida Department of Transportation Standard Specifications for Road and Bridge Construction, latest edition. Excavations: Excavations for the project should be made in accordance with recommendations outlined by the Occupational Safety and Health Administration (OSHA) AConstruction Standards for Excavations". This indicates a maximum slope of 1.5 horizontal to 1 veliical (1.5H:1V) is permissible for excavations up to 20 feet in depth assuming there are no space constraints and that the excavation has been properly dewatered. Additionally, the excavations should be wide enough to provide adequate working room. The above recommendations are applicable only when the excavation will not compromise the integrity of existing roadways (i.e. the top of excavation is greater than 5 feet from existing . pavement). It should be also noted that slope recommendations are based in part on the assumption that a distance equal to or greater than the excavation depth is maintained from the edge of the excavation. When this cannot be maintained, shoring will be required. Shoring should be designed in accordance with current OSHA guidelines, taking into consideration loadings resulting from equipment and/or stockpiled fill. The excavation shall be made to the elevation ofthe bottom of the pipe and should be wide enough to provide adequate working room. The excavation should be perfonned with minimal disturbance of the soil at the bottom of the pipe elevation. Where soils permit, the trench sides should be veltical from 12 inches above the pipe to the bottom of the trench. Strata 1, 2 and 6 soils are acceptable at depths between 4 inches below the bottom of the pipe to 12 inches above the pipe. Unsuitable materials such as clay or silt(Strata 3 and 4) shall be excavated to a minimum depth of 12 inches below the pipe or a depth necessary to establish a fiml foundation. Backfill material from 12 inches above the top of the pipe to the ground surface shall include Strata 1, 2 and 6 soils. The backfill material should be compacted to a minimum of 95 percent ofthe soil's modified Proctor maximum dry density as detennined by ASTM Specification 0-1557. Backfilling: The trenches should be backfilled to the original ground surface and crowned a minimum of 3 inches. In-situ soils encountered in the upper 10 feet generally consisted of "clean" sandy soils (Strata 1) are satisfactory for use as backfill material as describe below: . The bedding zone is generally defined as the area from 4 inches below thc bottom of the pipe to a distance of 12 inches above the pipe. Strata 1 should be utilized in this zone. The fill should be compacted to a minimwn of95 percent of the soil's modified Proctor maximum dry density as detennined by ASTM Specification 0-1557. . The area above the bedding zone may be backfilled with material from Strata 1,2 and 6. The fill should be compacted to a minimum of 95 percent of the soil's modified Proctor maximum dry density as determined by ASTM Specification 0-1557. Soils excavated below the groundwater table may need to be dried for proper placement. Strata 2 and 6 may require additional handling as they tend to be more moisture sensitive that Stratum 1. Water Treatment Plants I & 3 Well Field Expansion, Phase 2 N&A, Inc. Project No. 04-07-0174-IOIA Page 6 . Soil strata 3 and 4 should not be used as backfill material for this project. Dewatering: Depending upon groundwater conditions dming the time of construction and the depth of excavation below existing grade, dewatering is likely to be required for the excavation and backfilling operations. Dewatering is likely to be necessary should the construction take place during the summer-rainy season. Dewatering can probably be accomplished by installation of horizontal flexible slotted pipe "sock" drains or sanded well points. Actual dewatering means and methods should be left up to a contractor experienced in the installation and operation of dewatering systems. The contractor should provide a dewatering plan for review and approval by the engineer prior to the installation of the dewatering systems. Closure N&A appreciates the opportunity to be of service to you on this project. If you should have any questions concerning the contents of this report, or if we may be of further assistance, please do not hesitate to contact us. Sincerely, NODARSE & ASSOCIATES, INC. /7~nlJ: h.r:!i 1/;~"f;1 If I .'I J,' /1.///1 / ' Ii vtlr _ f ' ! -' \-~// t-. I I (J! ('f (c:;t-:" cfaig M. Anstett, P.E. Area 1'.1anager, A VP FL Registration No. 60850 ~~~- Stephen C. Knauss, P.E. Senior Geoteclmical Engineer FL Registration No. 28202 Distribution: 2 - Addressee I - File Appendix: USGS Site Vicinity Map (Figure 1) NRCS Soils Survey (Figure 2) Boring Location Plan (Figures 3 and 4) Soil Boring Profiles (Figures 5, 6 and 7) Summary of Index Property Tests (Table 1) Summary of Corrosion Series Tests (Table 2) R:\2007\04070174_ ClearwaterRawWater\1 0 l\A\final-reports\Final Raw Water Repolt.doc I I I I I I I I I I I I I I I I I I I - I I I I I I I I I I I I I I I I I I I APPENDIX - I I I I I I I I I I I I I I I I I I I FIGURES - - - - - - - - - - - - - - - - - - - Oet16, 2008-10: 11 om R:\2007\04070174_C1eorwolerRo.Wote,\101\A\tod\04-07-0174-I01A-flG-l.dwg ~ -:ll ~\.::;;-.::-w c!Jl',_ ( -. . ~UI.J'j~: ,I ;0-...\ \I!/~I', 1(''(' I'....... \.......:;.......fl~~~::q:.~.~.~:r-' ~= ~ll: ~ ',' h:~~ (! ''''\- Ro'.! "'7 In!~: L.W..tr .1:)' n ".1, ~U@)~, I"~~: I~ ai~. W'" . D__._tp'-_~'::.. 1__ ) ~ ,~ .L:' ~-, DUNEPIN it';o -; ITah S : tJ. 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SURVEY FOR PINELLAS COUNTY, FLORIDA 1, 2, 6, 11, 12, 14, 29 & 32 28 & 29 SOUTH 15 EAST 1972 SOILS MAP INDEX Ad ADAMSVILLE FINE SAND As ASTATULA FINE SAND, MODERATELY DEEP WATER TABLE Au ASTOR SOILS 1m IMMOKALEE FINE SAND Mo MADE LAND My MYAKKA FINE SAND Po POMELLO FINE SAND Uc URBAN LAND-ASTATULA COMPLEX Uk URBAN LAND-IMMOKALEE COMPLEX Um URBAN LAND-MYAKKA COMPLEX Up URBAN LAND-POMELLO COMPLEX LEGEND * APPROXIMATE LOCATION OF BORINGS U.S.D.A. - SOILS MAP CITY OF CLEARWATER WATER TREATMENT PLANTS 1 &3 RAW WATER LINE PINELLAS COUNTY, FLORIDA DRAWN: TMB ItloARsE & R 5 5 0 C I R T E S~ INC. CHKO: CMA SCALE: 1 "=2000' DATE: 09-25-08 PROJ. NO: 04-07-0174-101A FIGURE: 2 - I I I I I I I I I I I I~ I "" 8 I~ I ~ II ~ ~ 11 g D I Ii ~ 8 '" Ii C:i I~ CD I u o -+ LEGEND APPROXIMATE LOCATION OF STANDARD PENETRATION TEST BORING BORING LOCATION PLAN CITY OF CLEARWATER WATER TREATMENT PLANTS 1 &3 RAW WATER LINE PINELLAS COUNTY, FLORIDA DRAWN: TMB ItlDARSE & R 5 5 0 C I R T E S. INC. PROJ. NO: 04-07-0174-101A FIGURE: 3 CHKD: CMA SCALE: N.T.S. DATE: 09-25-08 o I~. 10 12 APPROXIMATE LOCATION OF STANDARD PENETRATION TEST BORING BORING LOCATION PLAN CITY OF CLEARWATER WATER TREATMENT PLANTS 1 &3 RAW WATER LINE PINELLAS COUNTY, FLORIDA DRAWN: TM B ItloARsE & ASS 0 C I ATE S. INC. PROJ. NO: 04-07-0174-101A FIGURE: 4 CHKD: CMA SCALE: N.T.S. DATE: 09-25-08 - I I I l- I w W I.J... Z I I I- 0.. W 0 I I I I I l- I w W I.J... ~ '" I I~ I- 0.. w 0 I ..: ~ I I~ I ; ." 13 ;5: ;; .:c OJ .t " fj I I~ ~ 8 '" .-:: Ii 0 I I~ <0 U 10 10 15 20 25 20 25 o 5 o 5 10 15 Df1\ B \..V 1Zl0 1210 rzl8 r2a0 [DeB (SP) ~~" GNE TO 100' 08-26-08 8- 1 8-2 8-3 8-4 8-5 8-6 N N N N N N I 4 6 4 ... 6 .:-:-:. .. . 3.0~, .... . .. 11 .. . 3 .... W=21 CD .. . W=5 -200=10 8 .... 6 .... 10 .. . CD 3 .... -200=4 6.... 08-25-08 _ 6~Q'J_ - .. . . .. 10 .. . 10 .::: CD 17 7 CD 4 .... CD .. . 7.0',' CD W=22 08-25-08 11 6 . .. 14 3 :-:.:.: W=23 000=34 .. . .. . 08-25-08 -200=4 17 .... GNE TO 100' GNE TO 100' 11 , .. 3 :::. - - .. . 08-26-08 08-26-0B W=228 .... -200=21 CD 0 . .. CD @ 9 .... lB .. . 16 ... '. 7 .... 15 8-7 N 6 .:-:-:. CD W/TRACES 4 .... OF L1MEROCK 6.S',' 08-25-08 3 .... 4 :.:-:.: CD 14 :::. CD GNE TO 100' 08-26-08 8-8 8-9 N N 16 CD 6 .... ... 16 .... 4.0'.' 11 .... CD 08-26-08 7 .... CD W/TRACES .... OF 10 L1MEROCK .... 0 .... 9 .... W=33 . .. -200=23 8-10 8-11 8-12 8-13 N N N N I e lr 3 ' g ~< ~L 09-22-08 - I ~ u ;t L 4 .... 4 .... 10 :.:.:.: 16 :::. CD 17 :::. 4.S',' _ 08-26-08 3 .:.:.:- 5 ..., 6.0',' - 08-26-08 9 .:.:.:. 10 .:':.:. CD . .. 2 .... CD 2 .... 11.0'.' - 09-27-08 13 .::: 21 :::, 15 :::. 26 .::: LEGEND LIGHT BROWN, BROWN, DARK BROWN, LIGHT GRAY. GRAY FINE SAND, SLIGHTLY SILTY FINE SAND TO SLIGHTLY CLAYEY FINE SAND (SP, SP-SM, SP-SC) BROWN TO GRAY CLAYEY SAND (SC) BROWN, GREEN-GRAY SANDY CLAY (CL) GRAY, GREEN CLAY OR SILT (CH, MH) ORGANIC SILTY SAND BROWN, DARK BROWN TO DARK GRAY SILTY SAND (SM) UNIFIED SOIL CLASSIFICATION GROUP SYMBOL AS DETERMINED BY VISUAL EXAMINATION CIRCULATION LOSS (%) GROUNDWATER NOT ENCOUNTERED TO THE DEPTH OF 10.0' DEPTH TO GROUNDWATER LEVEL IN FEET WITH DATE OF READING STANDARD PENETRATION RESISTANCE IN BLOWS PER FOOT (50) BLOWS REQUIRED TO DRIVE SAMPLING SPOON (S) INCHES NATURAL MOISTURE CONTENT (%) FINES PASSING No. 200 SIEVE (%) LIQUID LIMIT PLASTICITY INDEX NOTED DATE: 09-2S-08 GNE TO 10.0' 3,'0 09-21-08 o W=28 -200=54 22 8-14 CD W=25 -200=1 5.0'.' - 09-09-08 .... W=12 '000=8 W=23 (])OO= 17 W=21 -200=8 N SOIL BORING PROFILES CITY OF CLEARWATER WATER TREATMENT PLANTS 1 &3 RAW WATER LINE PINELLAS COUNTY, FLORIDA 50/5" DRAWN: TMB W -200 LL PI CHKD: CMA SCALE: lWooARSE Ii ASS 0 C I ATE S. INC. PROJ. NO: 04 07 0174 101A FIGURE: 5 - - I I I I I I I I I I I :r: If ~ "" 2 Ii I % If -al" .i g ;:; I I:: R o ~ 8 ~ Ii a I~ co - u 10 f- W W i.J... Z 10 :r: f- 0.. W o 15 20 25 f- W W i.J... ~ 20 25 o 5 o 5 10 15 Of.j'. U \.V fZl0 1ZJ0 fZJ8 [2d0 ITill@ (SP) ~? 8-15 8-16 N N W/TRACES 12 .:.:.:. F L1MEROCK 15 .::: FRAGMENTS 6.8'., 08-25-08 5 .::: CD 2 :.:-:.: 4 :::. 7.0'.' 08-26-08 o 8-22 8-23 N N 4 :::. 5 .:.:':. 7 .:.:.:. 7 ,... ... W=5 6 :'::. -200=3 r ~ S L 7 :.:.:.: 8.0'., 09-09-08 _ 12 .::: CD .. W=24 10 '..: -200=1 _ GNE TO 10.0' _ 08-26-08 12 :::. CD 10 :::. 11 ::: 11 .::: LEGEND LIGHT BROWN. BROWN. DARK BROWN, LIGHT GRAY. GRAY FINE SAND. SLIGHTLY SILTY FINE SAND TO SLIGHTLY CLAYEY FINE SAND (SP. SP-SM, SP-SC) BROWN TO GRAY CLAYEY SAND (SC) BROWN. GREEN-GRAY SANDY CLAY (CL) GRAY, GREEN CLAY OR SILT (CH, MH) ORGANIC SILTY SAND BROWN, DARK BROWN TO DARK GRAY SILTY SAND (SM) UNIFIED SOIL CLASSIFICATION GROUP SYMBOL AS DETERMINED BY VISUAL EXAMINATION CIRCULATION LOSS (%) 8-17 N CD (3) W/TRACES - 5.5'.,- OF L1MEROCK FRAGMENTS 08-26-08 o W/ORGANIC FIBERS r- i5 " :> ~ L 6.0'., - 09-09-08 6 .::: ... CD 6 .... o o W=18 -200=23 (3) 8-24 N 7.0'.' 09-09-08 3 .:.:.:- 2 :::. CD W=18 5'" -200=5 7.5'., 09- 1O-0B 14 :::. GNE TO 10.0' 3.4'.' 09-22-08 N 50/5" W -200 LL PI 8-18 N 5 .::: W=20 -200= 1 15 :.:-:-: CD 49 :::. 41 :::. 8-25 N r ~ " :> ~ L 6 .:.:.:- 5 .... 7 .... ::: CD 50 :::. 64 .:-:.:. 50 5 11.0'-, - 09-09-08 7.0'.' 09-10-08 8-19 N r- i5 " :> ~ L 7 :::. 10 .:-:.:. CD 9.... 15 .::: 8-26 N I ~ " :> ~ L 4 :.:.:.: 5 :::. 6 :::. CD 60 .::: 66 :.:.:.: 50 3 12.5'.' 09-09-0B 1 0.0'.' _ 09-10-08 8-20 N r e i5 " :> ~ L 4 .... ... W=11 5 :'::. -200=1 4 :::. .. .. CD 16 .:.:.:. 8-27 N r '" ~ " :> ~ L 4 .:.:.:. 7.... CD 14 .::: 15 :::. 12.5'.' 09-09-08 W=26 -200=2 W=7 -200=4 a 0' ~. .' 09-10-08 8-21 N r e i5 ~ L 4 :.:.:.: 4 :.:.:.: CD 4 .:.:.:. W=20 -200=9 GROUNDWATER NOT ENCOUNTERED TO THE DEPTH OF 10.0' DEPTH TO GROUNDWATER LEVEL IN FEET WITH DATE OF READING STANDARD PENETRATION RESISTANCE IN BLOWS PER FOOT (50) BLOWS REQUIRED TO DRIVE SAMPLING SPOON (5) INCHES NATURAL MOISTURE CONTENT (%) FINES PASSING No. 200 SIEVE (%) LIQUID LIMIT PLASTICITY INDEX 8-28 N r ~ g L 4 .:.:.:- 8 :::. CD W=18 16 :.::: -200=4 17 ::: SOIL BORING PROFILES CITY OF CLEARWATER WATER TREATMENT PLANTS 1 &3 RAW WATER LINE PINELLAS COUNTY, FLORIDA DRAWN: TMB CHKD: SCALE: NOTED DATE: 09-25-08 CMA ItloARsE & ASS 0 C I ATE 5, INC. PROJ. NO: 04 07 01 74 1 0 1 A FIGURE: 6 I I I I I I I I I I I If ~ I < ~ I I~ ~ Ii "' II e " o I it II 8 '" --- Ii. o I I~ f- W W lL.. ~ I f- a.. W o 20 25 0 5 f- W w 10 lL.. ~ I f- 15 a.. w 0 20 25 30 u o I o 5 10 15 Dfi\ U '-V rzI0 1Z10 08 L?a0 [[1]0 (SP) ~7. 8-29 B-30 N N 6.0',' - 08-27-08 3 .::: 16 .::: 13 .::: W=15 -200=6 23 :.:-:-: CD 26 :::. 22 :::. 35 :::. GNE TO 100' _ 08-26-08 W=17 - 30 .:-:.:. -200=8 34 .:.:: CD 34 .::: 22 :::. 11 .::: 8-36 B-37 N N r ~ <.> ::> '" L. r ~ <> ::> L W=4 -200=3 W=6 -200=5 6 .:.:.:. CD 9 .... 6.5'.' 09-29-08 6.8'.' 09-29-08 13 .::: LEGEND LIGHT BROWN, BROWN, DARK BROWN, LIGHT GRAY, GRAY FINE SAND. SLIGHTLY SILTY FINE SAND TO SLIGHTLY CLAYEY FINE SAND (SP, SP-SM, SP-SC) BROWN TO GRAY CLAYEY SAND (SC) BROWN, GREEN-GRAY SANDY CLAY (CL) GRAY, GREEN CLAY OR SILT (CH, MH) ORGANIC SILTY SAND BROWN, DARK BROWN TO DARK GRAY SILTY SAND (SM) UNIFIED SOIL CLASSIFICATION GROUP SYMBOL AS DETERMINED BY VISUAL EXAMINATION GNE TO 10.0' 3.'0 09-22-08 -200 LL CIRCULATION LOSS (%) GROUNDWATER NOT ENCOUNTERED TO THE DEPTH OF 10.0' DEPTH TO GROUNDWATER LEVEL IN FEET WITH DATE OF READING STANDARD PENETRATION RESISTANCE IN BLOWS PER FOOT (50) BLOWS REQUIRED TO DRIVE SAMPLING SPOON (5) INCHES NATURAL MOISTURE CONTENT (%) FINES PASSING No.. 200 SIEVE (%) LIQUID LIMIT PLASTICITY INDEX B-31 N ~ i5 <> 4.5'.' !-- 09-22-08 r i5 <> 6.0'.' l 09-22-08 14 :-:.:.: CD 35 :::. W=21 20 :... -200=4 B-38 N r ~ <> ::> L . .. . '1" .. . . I..V : ::. ., 7 :::. PETROLEUM '.' ,9[l.OR 12..... -0 7.5',' 09-29-08 7.3'.' 09-29-08 CD (3) NO RECOVERY (3) N 50/5" W PI B-32 N 31 :.:.:-: 20 :::. r 8 i5 <> 7.2'.' l 09-22-08 CD 11 -:.:.:. .on W=21 -200=4 B-39 N r ~ <> l 6.5'.' B-33 N 4 .:.:.:. 5 .... .... CD 10 :.:.:': 18 :::. .... W=20 200=23 @ 24 : B-40 N r g '" L. CD 4 :::. 3.0'.' 08-27-08 _ r ~ g 7.0'.' L 09-29-08 B-34 B-35 N N 4 .::: 13 .::: 3.0'.' 08-27-08 _ 4 .... 5.... 7.... 15 :.:.:.: CD 14 :::: W=20 -200=3 4 .::: 9 :.:.:.: CD 6 :.. W= 16 -200=5 26 :::. 38 :::. B-41 N W=lS -200=7 W=18 -200=8 16 .:-:.:- CD 9 .... 14 ':::. SOIL BORING PROFILES CITY OF CLEARWATER WATER TREATMENT PLANTS 1 &3 RAW WATER LINE PINELLAS COUNTY, FLORIDA DRAWN: TMB CHKD: SCALE: DATE: 09-25-08 CMA ItloARsE Ii A 5 $ 0 C I ATE $, INC. PROJ. NO: 04-07-0174 101A FIGURE: 7 NOTED e I [J TABLES F-" CA] W Q _ W ?J •--? ? r Cy?t- ? o c? g o ??wz o ,o ? a C.) Z ?t r r r r r t r r r r r r t r r r r r ?r ? r r r r r r t t r r r r r C - - - - - - - - - - - - ?' oo N 1A N 00 rn op N m m 7 m ? r/l N N N m N oo O N ? V' N O N V N ,r r `d' N 00 r- o? ? ?^- ^ '-' N '^ N 6 N G7 N U` ^ ,?- -o N N hl rn - ? ? ^ ?0 00 N cT. -- cn m v i 7 'd• ?7 oa +h t rn :k ,? m --• N rn C. rn a v rJ? ? L ? rn I ?D I C7 I ? cr C> A.. a. R, C/a Aa G. V? P. r v :f) C3 En ? v? U j U r? U /a r? ? ? r? r/7 v7 r! r/J ? v] U ri) ? Cr n ? n cr r? rr) ? q cis ?a c!] cn rr cry W, v) -d C 7? L7- cl, v5 n N 7 . N ? n :J G ro c L t ] cs u ? r3 va m C w ' m ?n c rq rig • a r a? ? e vJ d cd t, t=- 4=. -? ? `? m 7` "d rn ? y . • ? j y, n> ? y ti m 4=r C ?, v i o? a? `_' r? 4: L«: _ a> G ? ?, 4. rn ?-, c0 W w rn T r n 7, U r r? C ' G G L= u ,-- 4=+ :r 4=. 4 - K . y G= U C U i a, 5 ?_ rn 7 U G'] U M ! C ?+ 5 b r- q p hJ n r r- _t=J n Z O O _? r J s ? ?' ' a G? (? 7 d O (1] CQ o o Cz? '- L7 p W C i r- Q O ? 1G ? Q ? cV c? c? t ,? o c o r? o ,?. rn rn N v7 o N P7 cc O d dN " O p7 °O ,n O ?n V-] I C7 O .t. -, v ^ ? ao tv DO oo m m M v-) oo vi crr ? ao . f^ rY oo y` OC C ] O: pp OG _ may bJ; v c .? N N in rn ?? V L oct Cn - ,Y, m, r-: .?. 7 ,_._ ..- C? ._._ ao ,? N N -? (?1 N ht ` cn N i cal to N rn N oo N ? C ?d j Ca r? 1 -- r? N cn M cn 7f " m 1-o rn 7 W m CL1 G1 p7 W R1 0.1 W X m = m CL m Ca CC W CG p i? C7 C ' CCl ? i I C!? ?yy V1 W r?r^ V1 W H ?aa ??wz aU W C1? y v v ? ? -p ti, N N h ? kn kn ? ? rr; ? N [r oa N ? C!J [yy l7- VJ v? C ? CA a ? ? frr? a? nJ ? ? N N 4 t er 72 b ? ? ? ? 61 ? .T+ r ? ? . i ! _ _ C bI} Gr in ?n rr?? y 1.r1 ? Ct? `n a p ? a o ?] CQ ? C? Cq 1-0 00 14) ll:? o c}• N ^? 'mot N d' N CY s nz as p ra q W oa m ? oa 0 O [1 I Table 2 SUIVEV ARY OF SOIL CORROSION PROPERTY LEST RESULTS CLEARWATER RAW WATER LINE t CLEARWATER, FLORIDA N&A Project No. 04-07-0174-1OIA APPROXBIA.TE DEPTH RFSISTIVI7'Y C11LORIDE CONTENT SULFATE CONTCI 1T P7? LOCATION (ITT) (OHM-Cr4) (PPM) (PPm) B-10 8 7,000 k 60 <5 6.0 B-23 6 21,000 60 _ <5 6.2 13-31 8 28,000 60 =5 43 13-33 8 18,000 60 `5 6.1 7 L k \\ w .?? • ?`' •'.???; w tic ., ti\\ ?? ` ? c ? ?v ?e zg- W . . ......... ....... Limited Site Assessment Clearwater Raw Water Line Site Clearwater, Pinellas County, Florida a: ?M December 9, 2008 ENVIRONMENTAL CONSULTING I GEOTECHNICAL ENGINEERING I MATERIALS TESTING & THRESHOLD INSPECTION I DRILLING SERVICES £NV1Rf7NMLNiAL CONSfI171hG fJ:O1RCI7NICAlINGIN[[RIRL lppT[RINISTESIING ... TIIRESHM INSRECIIDN DREL1116 SERVICES 190) D A R S E & A S S O C I A T E S, INC. Limited Site Assessment Clearwater Raw Water Line Site Clearwater, Pinellas County, Florida December 9, 2008 BUILD ON OUR EXPERIENCE ' 1675 Iff ROAD I VINTIR PARK, F1 DRIDA 32789 in LIMITED SITE ASSESSMENT CLEARWATER RAW WATER LINE SITE CLEARWATER, PINELLAS COUNTY, FLORIDA w w Prepared for: P1 Mr. Michael Lepeak McKim & Creed, Inc. 1365 Hamlet Avenue Clearwater, Florida 33756 P 1P Prepared by: Nodarse & Associates, Inc. 1675 Lee Road Winter Park, Florida 32789 N&A Project No. 04-07-0174-301A December 9, 2008 r ? ENVIRONMENTAL EONSUCHR 7, TINGINkERINf R W• AI ERI11NS TESTING lVA,IERISEING THRESHOIQ INSPECTION GRIEl1NG sERUICCs IWO D A R SE & A S S O C I A T E S, INC. I December 9, 2008 Project No, 04-07-0174-301 Mr. Michael Lepeak McKim & Creed., Inc. 1365 Hamlet Avenue Clearwater, Florida 33756 Limited Site Assessment Clearwater Raw Water Line Site Clearwater, Pinellas County, Florida Dear Mr. Lepeak: In accordance with your request and authorization, Nodarse & Associates, Inc. (N&A) has completed the Limited Site Assessment (LSA) for the right-of-way located at the southwest corner of Enterprise Road and Landmark Drive in Clearwater, Pinellas County, Florida (Subject Property). The goal o.fthis LSA was to assess the soul and groundwater at the Subject Property in conjunction with the discovery of petroleum odors from the location. of soil boring B-38 during N&A's geotechri-ical exploration activities. Two (2) copies ofthis report have been prepared and submitted for your use. N&A appreciates the opportunity to be of service on this project. Should you have any questions concerning the contents of this report, or if we can be of further assistance, please do not hesitate to contact us. Sincerely, a N"7/ SSOCIATES, INC. 77 ¦ ¦ Yian Mei r o, E_f-`I" Environmental Engineer R:12007104-07-01741301\A\f :al-reportslLSA report.doc Debra R. Harrington, P.E. Environmental Department Manager . BUILD ON OUR EXPERIENCE 1675 IfE ROAD I WIN1tR PARK, ItORIDA 32789 GA IN FSVILt1 JACKSONVILII. LAKE IAN D MIA161 0P,MOND RI:A(11 P; 407.740-6110 1 8DO451474S I F: 4077406112 TA I.1.. AllASSEE IANIPA V/FST PALM BEACH WINTER PARK WWIN.NODARSF.COM 0 11 IN TABLE OF CONTENTS ..................................................... 1. .......... 1.0 INTRODUCTION .......................... ...... .. ....... ..... 1.1 Authorization ..................... --.-..-..-,---- ------------------------------------- ........................ 1. 1.2 Site Location and Description-.... ------_-_- __ ....................... __ ................................... 1 1.4 Purpose and Scope ....................... ............................................................................... 1 IN 2?.0 ASSESSMENT METHODOLOGY AND RESULTS ................................................... 2 2.1 Soil Assessment Methodology --- ------- -----....... ---.................. -........................ ---........... 2 2.2 Soil Assessment Results------. ............................................. ...................... ............... 2-3 Groundwater Assessment Methodol.ogy .................................... __................ .............. 2.4 Groundwater Assessment Results ...... ......... .......,.........---..--.....-- ----.------------.. 4 3.0 QUALITY ASSURANCE/QUALITY CONTROL ....................................................... 5 3.1 Field Activities ......................... ............. ................................................... 3.2 Laboratory Activities ....... -------....... ____ ................ :---------------------------- •......... ............ S 4.0 CONCLUSIONS AND RECOMMENDATIONS .......................................................... 6 IN 5.0 WARRANTY AND RELIANCE ..................................................................................... 7 LIST OF FIGURES Figure 1 Aerial Site Location. Plan Figure 2 U.S.G.S. Quadrangle Map Figure 3 Soil Boring and Monitoring Well Location Plan LIST OF TABLES Table 1 Summary of Soil Organic Vapor Analyzer Field Screening Results Table 2 Summary of Detected VOC Concentrations in Groundwater Sample Table 3 Summary of Detected PAH Concentrations in Groundwater Sample APPENDICES Appendix A Site Photographs Appendix B Chain-of-Custody and Laboratory Analytical Reports Appendix C Field Calibration and Groundwater Sampling Logs McKim & Creed, Tue. Nodarse & Associates, Inc. Project No. 04-07-017?-301 MEN Page 1 1.1 Authorization 1.0 INTRODUCTION Nodarse & Associates, Inc. (N&A) has completed a Limited Site Assessment (LSA) for the right- of-way located at the southeast comer of Enterprise Road and Landmark Drive in Clearwater, Pinellas County, Florida (Subject Property). N&A performed this LSA in accordance with the terms and conditions of the proposal dated October 15, 2008 between McKim & Creed, hic. and N&A. 12 Site Location and Description The Subject Property is located at the southwest corner of Enterprise Road and Landmark Drive in Clearwater, Pinellas County, Florida, as shown on. Figure 1. The Subject Property is located in Section 32, Township 28 South, and Range 16 East, as referenced on the Oldsmar, Florida, United States Geological Survey 7.5 Minute Topographic Map, as illustrated on Figure 2. 1.3 Site Background During a geotechnical exploration in the area of the Subject Property in September 2008, N&A field personnel discovered petroleum odors from the soil boring location designated as B--38 located at the right-of-way of the Intersection of Enterprise Road and Landmark Drive_ The strong petroleum odor was reportedly originated from 4 feet to 8 feet below land surface (BLS)_ Photographs of the B- 38 location are provided in Appendix A. 1.4 Purpose and. Scope The purpose of this LSA was to determine if petroleum-type impacts to the soil and/or groundwater exist along the right-of-way of the vicinity of the soil boring B-38 location. In accordance with the scope of services and field observations, the following field activities were performed: Advanced. a. total. of nine (9) hand-augered soil borings to the groundwater table at the Subject Property. Soil., samples were collected from each soil boring location for field screenilag of organic vapor with. an organic vapor analyzer (OVA). One (1) select soil sample was collected and submitted for laboratory analyses. • Installed one (1) temporary groundwater monitorizxg well at the Subject Property. One (1) groundwater sample was collected and. submitted for laboratory analyses. Cl 1 I w IN Ila, McKim & Creed, Inc. Nodarse & Associates, Inc. Project No. 04-07-0174-301 Ila Page 2 2.0 ASSESSMENT METHODOLOGY AND RESULTS IN 2.1 Soul Assessment Methodology 14 On November 4, 2008, N&A personnel advanced a. total of nine (9) soil borings (SB-1 through SB- 9) at approximately 10 feet apart along the right-of-way at the Subject Property, as shown on Figure 3. The soil borings were hazed-angered with a decontaminated, stainless steel, hand operated In bucket auger. In order to determine the presence of elevated organic vapor concentrations in the soil samples collected from these soil borings, the soil samples were collected at 2-foot intervals from land surface to 7 feet BLS and were field-screened with an OVA equipped with a flame ionization In detector (FID). Soil screening was conducted in accordance with the guidelines for head space analysis, set forth in. the Florida Department of Environmental. Protection (FDI P) document entitled "Guidelines.for Assessment and Source Removal of Petroleum Containinated Soil," dated May 1998 and Chapter 62- 770.200(19), Florida Administrative Code (FAC). The on-site soil organic vapor was measured with a Porta FISH 11 OVA equipped with a I~ID. Glass sa3uple jars were half-filled with the collected soil, covered with alum num foil, sealed., and set aside to allow the volatiles to equilibrate throughout the OR lieadspace. The organic vapor response for each collected soil sample was determined by inserting the OVA--FID probe into the headspace ofthe sample jar and recording the highest sustained reading. The two jar method was used to obtain total organic vapor readings and carbon filter readings, to account :Cot the presence of naturally occurring methane in soils. The resultant total non-methane hydrocarbon level. was calculated by subtracting the carbon-filtered response from the total response. The OVA screening results of these soil. samples were recorded and summarized in Table 1. N&A personnel observed petroleum odors in the soil samples collected from 5 feet BLS to the water table at SB-1(which was encountered around 9 feet BLS), which is in the vicinity ofthe geotechiaical boring B-38 location. The only soil sample collected above the water table which recorded an OVA response above 10 parts per million (ppm) is SB-1 from 5 feet BLS at 18 ppm. Subsequently, the soil sample collected from. SB-1 was submitted for laboratory analyses by United States Environmental Protection Agency (USEPA) Method 8021 for benzene, toluene, ethylbenzene, total xylenes/methyl tert-butyl ether (BTLX/MTBE-), USEPA Method 8270 for polyn.uclear aromatic A hydrocarbons (PAR), and Florida Petroleum. Range Organics (FL-PRO) for total recoverable petroleum hydrocarbons (TRPI'I). The soil samples were properly labeled, placed in. a cooler, packed with ice, and transported under chain-of-custody (COC) to Flowers Chemical Laboratories, Inc. in. Altamonte Springs, Florida. A copy of the COC forms is provided in Appendix B. All soil cuttings generated during these activities were placed back into their respective boreholes. ¦ McKim & Creed, liic. Todarse & Associates, Inc. Project No. 04-07-0174-301 ¦i Page 3 2.2 Soil Assessment Results The laboratory analytical results for these soil samples were evaluated in accordance with the applicable Chapter 62-777, FAC residential soil cleanup target levels (R SCTLs), industrial soil cleanup target levels (ISCTLs), and leachability-based groundwater cleanup criteria (LBGC). A copy of the laboratory analytical report is included in Appendix B. BTEXIMTBE, PAH, TRPH All. of the analyzed BTEXIM'FBE, PAH, TRPH constituents rxrere below their respective laboratory method detection limits. 2.3 Groundwater Assessment Metbodology On November 4, 2008, N&A personnel installed one (1) temporary groundwater monitoring well. TMW-1, with a truck-mounted drilling rig at the Subject Property. TMW-1 was installed in close proximity to the geotechnical boring B-38 location, as shown. on Figure 3. TMW--1 was constructed using 10 feet of 1-inch diameter, 0.010-inch factory slotted Schedule 40 polyvinyl chloride (PVC) pre-packed well. screen coupled with a solid PVC monitoring well sump (bottom) and topped with a solid PVC riser. The PVC sump, pre-packed well screens, and the riser were transported to the site in new condition and wrapped J.D. protective plastic. After removing the protective wraps, the assembled monitoring well was lowered into the open borehole so that the slotted screen intersected the surface of the groundwater table. The aiumlar space was filled with 30165 silica sand pack. Prior to purging the well, the depth of the initial static water level was measured and recorded in the Groundwater Sampling Log_ The monitoring well was then purged with the low-flow method for stability by utilizing a peristaltic pump with dedicated silicon and. polyethylene tubing. Sampling. equipment was calibrated prior to the sampling activities and recorded in the Field .Instrument Calibration Records. A. copy of the well sampling documentation and the calibration records are provided in Appendix C. After the monitoring well was developed and the groundwater was flee from sands and silts, a groundwater sample was collected for laboratory analyses by USEPA Method 8260 for volatile organic compound (VOC), USEPA Method 8270 for PAH, FL-PRO for TRPH, USEPA Method 6020 for lead, and. USEPA Method 504.1 for ethylene dzbromide (EDB). The groundwater sample was properly labeled, placed in a cooler, packed with ice, and transported under COC to Flowers Chemical Laboratories, Inc. m Altamonte Springs, Florida. A copy of the COC form is providcd in Appendix B. The developmeaat water generated during these activities was spread within the same general area of the Subject Property. The temporary monitoring well was properly abandoned upon leavuig the Subject Property. ¦ t 11 McKim &: Creed, Inc. Nodarse & Associates, inc_ Project No. 04-07-0174-301 Page 4 2.4 Groundwater Assessment Results The analytical results for the groundwater sample collected. from temporary monitoring well TMW-1 was evaluated in accordance with the applicable Chapter 62-777, FAC groundwater cleanup target levels (GCTL) =d natural. attenuation default concentrations (NADC)_ Table 2 summarizes the detected VOC laboratory groundwater analytical results- Table 3 summarizes the detected PAH laboratory groundwater analytical results. A copy ofthe groundwater laboratory analytical report is IN included in Appendix B. A summary of the groundwater analytical results is provided in the following: IN VOC 12,4-trimethylbenzene and isopropylbenzene were detected at concentrations of 13_8 micrograms per liter (FLg/L) and 1.61 µg/I.,, respectively, which are above the GCTL of 10 IN µg/L and 0.8 µg/L, but are below the respective NADC. 1,3,5 trimethylbenzene, . ethylbenzene, naphthalene, and, xylenes were detected at concentrations below the GCTL. - 4--isopropy1toluene, n-propylbenzene, and sec-butylbebzene were detected at concentrations of 1.22 µg/L, 3.19 Rg/L, and 1.24 µg/L, respectively; tb.ere are no GCTLs assigned to these - constituents at this time. All of the other analyzed VOC constituents are below their respective laboratory method detection limits_ IN ti PAH llluorene, naphthalene, and phenanthrene were detected at concentrations below their respective GCTLs. All of the other analyzed PAH constituents were below their respective laboratory method detection limits. TRPH, EDB, Lead All of the analyzed TRPH, EDB, and lead constituents were below their respective laboratory method detection l.imits. McKim & Creed, Inc. Nodarse & Associates, Inc. Project No. 04-07-0174-3011 Page S 3.0 QUALITY ASSURANCE/QUALITY CONTROL 3.1 Field Activities All field sampling activities were performed in. general accordance with the FDE.P Standard Operating Procedures, DEII-SHOP-001/01 (effective February L 2004)_ A decontaminated stainless steel, hand operated bucket auger was utilized during each advanced soil boring. The hand auger was decontaminated prior to each soil boring advancement- Between each soil boring location, the hand auger was first rinsed with tap water, then washed with Liqui-Nox and brushed to remove soil particulates, and followed by a final rinse with distilled water. Single-use, disposable nitxile gloves were used for each soil boring advancement and groundwater sampling eveaat. Collected soil and groundwater samples were properly labeled and secured in coolers packed with ice and maintained at 4°C throughout the sampling and transportation period- The coolers were under custody until they were relinquished to the laboratory sample custodian. r'- There was no investigation-derived waste generated during the soil boring advancement. Each removed soil borehole was backili led within- the same boring location. The development water generated during these activities was spread within the same general area of the Subject Property. The temporary monitoring well was properly abandoned upon leaving the Subject Property. 3.2 Laboratory Activities r? All laboratory analyses were conducted in general accordance with the National Enviromuental Laboratory Accreditation Program and Florida Department of Health (FDOH) certified laboratory, Flowers Chemical Laboratories, Inc. irr Altamonte Springs, Florida (.FDOH certification, number E83018). 7 McKim & Creed., Inc. Nodarse & Associates, Inc. Project No. 04-07-0174-301 Page 6 4.0 CONCLUSIONS AND RECOMMENDATIONS N&A has completed the LSA activities along the right-of-way located at the southwest corner of Enterprise Road and Landmark Drive in Clearwater, Pinellas County, Florida. The purpose of this LSA was to assess the soil and groundwater at the Subject Property in conjunction with the discovery of petroleum odors from soil boring B-38 during N&A's geotechuical exploration activities. The LSA activities included the advancement of nine (9) soil borings, installation of one (1) temporary groundwater monitoring well, and the collection of soil and groundwater samples for laboratory analyses. The laboratory analytical results of the soil sample collected from SB-1 at 5 feet BLS did not detect any BTEXJMTBE, PAH, TRPH constituents. The laboratory analytical results of the groundwater sample collected from TMW-1 indicate the presence of VOC constituents above the applicable GCTL. Based on the results of these LSA activities, petroleum impacts are present in the groundwater above the GCTLs in the area of geotechnical boring B-38. Dewatering activities could cause contamination migration in this area. Because petroleum-impacted groundwater has been identified in the vicinity of geotechnical boring B-38, dewatering activities in this area would require engineering controls such as but not limited to isolation using sheet piling, counter dewatering measures or other engineering controls to reduce contaminant migration and/or human exposure issues. Dewatered or other fluids/slurries resulting from construction (including directional drilling wastes, if this method is utilized) should be containerized and analytically characterized prior to release or proper disposal. If construction materials are installed beneath the water table within the area identified to have groundwater impacts, these construction materials should be consistent with the constituents identified in the groundwater. Soils above the water table were not found to be impacted. If installation of the main transmission line and/or other utilities are conducted above the water table (located approximately 9+ feet BLS at the time of this LSA), no additional environmental mitigation should be required. ¦ McKim & Creed, hie. Nodarse & Associates, Inc. Project No. 04-07-0174-301 Page 7 5.0 WARRANTY AND RELIANCE The field observations, measurements, and research reported herein are considered sufficient ian. detail and scope to form a reasonable basis for a LSA of this property. The assessment, conclusions and recommendations presented herein are based upon the subjective evaluation of limited data- They may not represent all conditions at the subject site as they reflect the information gathered from specific locations. N&A warrants that the findings and conclusions contained herein have been promulgated in accordance with generally accepted environmental investigation methodologies and only for the site described in this report. The LSA has been developed to provide the client with information regarding apparent indications of environmental concerns relating to the property- It is necessarily limited to the conditions observed and to the information available at the time of the work. Due to the limited nature of the work, there is a possibility that there may exist conditions which could not be identified within the scope of the assessment or which were not apparent at the time of report preparation. It is also possible that the testing methods employed at the time of the report may later be superseded by other methods.. The description, type, and composition of what is commonly referred. to as a "hazardous material or condition" can change over time; N&A does not accept responsibility for changes in the state of the art, nor for changes in. the scope of various lists of hazardous materials or conditions. N&A believes that the findings and conclusions px ovided ixr this report are reasonable. However, no other warranties are implied or expressed- 14 7,Z?4 Use by Third Parties This report was prepared pursuant to the contract N&A has with McKim & Creed, Inc. That contractual relationship included an exchange of information about the subject site that was unique and between N&A and its client and serves as the basis upon which this report was prepared. Because ofthe importance of communication between N&A and its client, reliance or any use ofthis LSA report by anyone other than McKim & Creed, Inc. for whom it was prepared, is prohibited and therefore, not foreseeable to N&A. Reliance or use by any such third party with exception of McKim & Creed, Inc- without explicit authorization in the report does not make said third party a third party beneficiary to N&A's contract with McKizra & Creed, Inc. Any such unauthorized reliance on or use of this report, including any of its information or conclusions, will be at third. party's risk. For the same reasons, no warranties or representations, expressed. or implied in this report, are made to may such third party. 11 I. Iw 18 If u is FIGURES IN M IN ti y y 4 t? IN It i? M N A A m RErtR'FNCL: GOOGLF EARTH I AERIAL SITE LOCATION PLAN CLEARWATER RAW WATER LINE SITE LLIMITED SITE ASSESSMENT PINEL.LAS COUNTY. FLORIDA DRAWN: MC CHKD: Y,L 1=1000' 19DARSE SCALE:, A A S S a C T A T E S, E IM C. DATE: 12--01-08 PROJ. NO: FIGURE; 1 04--07-0174-301A ai `G ?1?C."LLy i<.:r:.r_.?:e4a;?.??h:l•t'".,''„" .`?? }{ ?'- Y' itF) L a In" 7-v f a?. IM _j icx _ fwwt °t. In +tL+..... S"?' 1 • U's•? s , • 0 ?N •?I ? ? ?: • ^ • ? Y '1 411! .gr I' :. ? Joe Golf, CrxIF;n ?I _-•.,.:j;;. 1 its 7zT 11 A ;1 _,.• lanlRr, fj r0 El. 1,. 41 5 '3+ .- ?[ ii ?; vl i• [,I?. T r tTxrt(CS', :t ?' MS :I ii: ?r '1 - - - -- a=':7?5.,! F.• ly i?••1•. f. nn ?i..Si -'?' - ?'a I?d?G?'• •' •4; F II i; ? _ .?•?`••'?•^.r. ?<<.'{ 'i: 'Y?.f ?' ".?'_?:..•v?i.:?y E' ? I+ n ?? r.'i '..SNAX'?/4',L' •?[R? ?i'?• .'KC?? •+t# ??rr•' Y ?? •?, i? -. '?"r - 44?r ii ?r - t?• `?'r.?j ?•} .} ?? ?'?^,?Y-•? e'jk=`' L. ?: - _ :? •-FTC 0: ?1 =ti Ta'?tF' ; 1.:i' , OFF ?Sl,x?.? ¦ ? 6O 3 ' I • ? T-f . r ¦i _ +"t•` STATEaRflAb 5C3() _ -r--i'?? ? _ $$ ;? .?:t?t? •? ??: ..... f r'• 1 `"n'`'?•?'.':'? r.S-.;:^+'fr - ?'?, y;Y4 , tiro tT.: s? .x`.Y 1 ?`il: `v. 1 .. ? ^` ??? ^~ry? t 1- ? 1 yx _?r? I?,v..i... ?•.?,? ?F??r„ *?¢ `ice ? _.? ? :?ttl:?f?„" ? >• ? ?'~? 1 ?ti. klW •`` ?? ! .:, 1" ?a, ?? as-? .f. */// I ti i ji, I. ..n. -:1 • •-y{.,'.;?}, i. G W {}ROJEC•r f I? } V n r , r AREA I Ix ! I sm f r- __. i. t 1 X, L-ake .(x+:`? ..., GokT.CoursL> •.5- r SubsEa REFERENCE: U.S.G.S. "OLDSMAR. FLORIDA" QUADRANGLE MAP SECTION: 32 TOWNSHIP: 28 SOUTH f ANGE 16 FJ?ST tr ISSUED: 1974 REVISED: 1957 11 SCALE: 1 " = 2000` U.S.G.S. QUADRANGLE MAP b,J it CLEARWAl ER E?AW WATCFd Lll'q CITE LLIMITED SITE ASSESSMENT I PINELLAS COUNTY, FLORIDA DRAWN: MD CHKD: YL SCALE: O oa Rs E "='01Dr s RSS0C18TES, INC. DATE: PROJ. NO, FIGURE. 2 12---01 -08 04-07-0174-30-A 1_ 1I lot IN ?R 11 TABLES IN IN IN 14 IN M ti F+i w 4D ar ? cc Cn 0 OF) o m U 4 d as ? s. ILI 7 Q v U y ? f a v ? I ? Q v v °? ? v v v ?- v v ? v ? v v v v v v v v v v v Ei - b ?a rte. C' oQo ' V N N V C? o € E i bl) I v v O p G Grr V V [V V V V V V c? 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O ? pp O O O O O 0, 0 f l Q rn fl? .? Cat m pq M pq pq Ci l R, n 00 rn t-l A P °? o0 an A o O W ? D 4` ? A x IN IN IN IR IR 14' t d7 ctS W CG a CJ Q cV ? F•. H ? a U U G A Q cQ m ar i,., Q 4 c "? ?., Al m G ar ? •k U s°. O oo v a ? d CD a ° k., G r CD c r o N m G N p N ? ar CD 0 00 r ? G 4 1 . m 0 el i-z a A cn bp r ? r G Cad .r m ,? s 41 ? M 0 ° ? o oa N c. 61 as A °O Q Q? an Op CL( O a cis 1 CU.7 ;? H a " 0 cr ? o ? U a? y ? -a •? c5 Q _i r? t? r1 ? U 1- U C c,n v U K; r c r-. y P "` ? y W n D ry - C a? ..?~-. o U u cJ -=? A C uY ?U G ct `a p 3 ? m f. ° c w E? d ??at? DoE y. HO U? r z Cd rA Q a> tt G cl Q n V H o COF) U U ? r 1 h.. co A w Q Cl V) ?u G Q z? o p ?o a] A-i G a • " C?l cC z d dJ 00 w -W td A °° a C? Q U -d P U a .? C1 n P w ?U N p Q ? U P ?? y U ? P C 0 U ? P ? 3 O oj) Uzi b ? ?- z ?r 1 ?r III 19 p 1.0 10 10 ?M APPENDIX A SITE PHOTOGRAPHS IN ?r IN. 10 IN 14 w Photograph 2 -View of the red stake where the geotechnical boring B-38 was originally located Site I-1hotographs 1 and 2 CLEARWATER RAW WATER LINE SITE i i Clearwater. P%yn 14FODARSE ellasCounty, Florida s nssocsat'es, xnc, au o„ o R _ :kc t N&AProject No,:04-07-0174-301A Date: November 4, ?-008 .........--- -----._ --.----- f Site Photographs 3 and 4 CLEARWATER RAW WATER LINE SITE 1410DARSE Clearwater, PinellasCouniy, Florida a?+t.+ ?. u?++ cxPert+ uar I N&A Project No.; 04-07-0174-30 1 A Date: November 4, 2008 Photograph 3 - Vlew of the stormwater run-off inlet onto the creek Photograph 4 - View of Enterprise Road and the right-of-way 777- 1 w ¦ ?y APPENDIX B CHAIN-OF-CUSTODY AND LABORATORY ANALYTICAL REPORTS w r ti ?????? (1NCM1Cd?L 1A13CRAT?R??S INC. P.O. Box 150597, Altamonte Springs FL 32715-0597 Phone 407-339-5984 Fax 401-260-6110 www,fiowersiabs.com 8253 South U_5. Highway 1. Port St. Lucie FL 34952-2860 Phone 772-343-80D6 Fax 772-343-6089 P.Q. Box 1200, Madison FL 32341 Phone 850-973-6878 Fax 850-973-6878 Nodarse & Associates,lnc. PO #- n/a 1675 Lee Road Client Project #: Enterprise Rd_ & Landmark Dr_ Winter ParIk,FL 32789 Date Sampled- Nov 4, 2008 Nov 12, 2008: Invoice: 80020 Report Summary Date Received: Nov 5, 2008 FCL Project Manager= June S. Flowers Laboratory # Sample Description Analysis Chemist Location SampleMatrix 80020SOI 55 1 EPA8021 DU Main Lab Soil EPA8270 DLJ Main Lab FL-PRO C-TH Main Lab SM2540 B RMV Main Lab XBNE ACS Main Lab XPRQ ACS Main Lab - Certificate of Results Sample integrity was certified prior to analysis. Test results meet all requirements of the NELAC Standards except as gated in the Quality Control Report. uncertainties for these data are available on request- This report may not be reproduced in part; results relate only to items tested- ?ry Jefferson S. Flowers, Ph.D. PresidentlTechnicall Director FLDOH: E83018 (Main Lab) FLDOH: E86562 (South Lab) 1700K E82405 (North Lab) NJDEP: FLO15 Page I of 9 ¦ p ? u N +J N W 0 Q? 4 ?N D ~ ? x m r-. LL 0 U ° Nco mhh P3 h co V3 1 C 0) m OD ? ° LL C W 10 N n - ? h N W to SO pol- t-ILM t7 ? C U m Y, CA ((J C ? aoM r?aN ?rro C y J O q LL Ey'C [0 ,? O r rnw? 0 o°o m 0to 4N0 (.C Zo n N NOO Qd C700000 22 2 g O O d R! 7! q 02 O O O Q a . i-o Lo i6 lD lf] U7 V] !y7 Lo f-- I-- r t-- r ttS 0 0 0 0 C] d O 0 4 4 0 ? r _ : Q r ?-- r r? r r- r r r r r r r-- r r r r r n- .--r Y z- i- ? r r.µ tt t? ... d- V c`7 C7 CQ d co 1? N N m [)7 O I.n ' N CS co Nr N?m(DC C ?Cn 4 aQ m??--?(h m o'd n 1 ` J M 4 M N CJ o m c C C .,:..fn 4 4T QL. E o cn`?k6 ub IL ``C; o o Co co c c Q U ti O Co d N d' M Cr) C; N CQ C7 O W O CO 6D r rrr rm OCA OO(N LO LO N '?'"'N CV m q LO N 00 O d d O O O Q C> (D Q O Q 0 CD O O NNNN N N N 0 0 f.- N ti C- t-- I- I- Iv N N tv 7` (? :- . ? It d 0 0 O Q O O N N N N N N N. 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Z .n D n is LU u1 Q E1- i) n rn- (v w S D LL LL I? .J tb 6 LLf 0 r1 O) 16 CC) y U W? i a N E J v3 6 Cl Q ID Q? 0 0 0 - N N 6 C; ci C:3 c) CS 6 N CV N N N N p (DmU)CD rau7Loc?7 ad Y coY(DC6C610.C) Ix C:5 e-- NN - (Y) N E U .O W m E d C? 0 0 a CD tu q C? O O O O p Go(DCDQ(D(D(D D odor,?oo C>C d to E a g O O C) p d p d Cr7 y .: Q a C7 d d O a 0 O Q 7 ? ....-.I ? NN CV N T N N N Uo0oCao0000 ?tV 'n '?OC]4ClQd4dd O C? O C7 CJ 0 d Q(D ry ?r J c 07 CA cO 90 0?) co Q N co a IL zs x a lLp UO :..:W (DNrdcD C\f W tr 3 a wLq(Dt- CLr ryrn m d' (D ..::.. o O dt 67 07 c?E h t N ji- >. MU'aA- r „r LO co CD OD -t L LO M Z t to m m 4 o r7 n m Ln cU N .???,; C> o a C7 Ca d d O a ,n C IL I? Iti !l- r-- r~ r, i-- r- r-_ m O YI i Q CD CCD m (A co (D (D J N 4 1-- IL (D > x 4 U ? LL IL m CO v N N N w IVC? ?crn rn _X CY) ?CCD Y Y Y W LLI U) C O] O7 bl rn tr] C) a> 6? m mm J J 7 7 7 7 3 5 5 S uD?P7m O I-- LL ? LL. N r? u? m Y . c _j U) ?Ja '? N?,-caveaV?c? {tiOlt07 ? O, (n om S if) C9 6) O c Q.: FY ?-- rn ? w CIA m w ? fc) 47 LL E3 00 M c a w y N C co N a m fR oho C ? .to rri W O x? x N co ti m vl °? CV .C « cc Cr} p (? V: {p C N 47 J N d N N J ?, [f d1 C G J d ? . Cj c a?i cu ° o ID: ll7 LO N O 0. Cy C7 .Q .C b cl1 C Cy7. . L ? p pf co O. VD mgr = NIJ... IJJ z?K Co N (V S .r C C m (D is a} _ L L O of, :E S 7- rL a- q w Cf) U) -j y M r? w w A A ULQWEQS cur-'mctL t ArcuAt OQIES INC_ P.O. Box 150597. Altamonte Springs FL 32715-0597 Phone 407.339-5984 Fax 407-260-6110 www_Ilowerslabs.com 8253 South U.S_ Highway 1, Port St. Lucie FL 34952-2860 Phone 772-343-8006 Fax 772-343-8089 P.O. Box 1200, Madison FL 32341 Phone 860-973-6878 Fax 850-973-6876 Nodarse & Associates,lnc. 1675 Lee Road Winter Park,FL 32789 Narrative Report PO #: n/a Client Project #. Enterprise Rd. & Landmark Dr_ Date Sampled: Nov 4, 2008 Nov 12, 20(}8; Invoice: 80020 Sample Handling Sample handling and holding time criteria were met for all samples. Samples collected by submitter. No unusual events occurred during analysis. Results are reported on-a wet weight basis for aqueous matrices and on a dry weight basis for sludge and soil matrices unless otherwise noted. Sample results reported as dissolved were field filtered. Quality Control Enclosed analyses met method or FCL criteria, unless otherwise denoted on the sample results. Applied data qualifiers are defined below. Additional Comments Typical QC limits for EPA8270 are 70-130% Recovery. Attachments Chain of Custody Qualifier Meaning U Compound was analyzed for but not detected. J One or more QC samples associated with this data value exceeded QC limits. J1 Surrogate recovery limits have been exceeded. J2 No known quality control criteria exist for the component J3 Reported value failed to meet established quality control criteria for either precision or accuracy. J4 Sample matrix interfered with the ability to make an accurate determination on the spiked sarnple. Q Sample held beyond the accepted holding time- L Off scale high; reported concentration exceeds the highest standard- V Analyte was detected in both the sample and the associated method blank. ZTNTC Too numerous to count. Numeric value represents filtration volume- A Absent P Present T Value reported is less than the statistical method detection limit. Reported for informational purposes only- M Value reported is greater than the statistical method detection limit, but less than the reported MDL. G The greatest of the dilutions performed did not yield sufficient oxygen depletion for valid data. S The least of the dilutions performed did not yield sufficient oxygen residual for valid data. O Result is greater than (over) the specified value- I Reported value is between the laboratory method detection limit and the laboratory practical quantitation limit. B Results based upon colony plate count outside ideal range- Y The laboratory analysis was from an improperly preserved sample. The data may not be- accurate- FLD0H: E83018 (Main Lab) FLDOH: E86562 (South Lab) FLOOH: E82405 (North Lab) NJQEP: FL01F Page 9 of 9 ¦o w? J? W V Q .66 ?rnrn ?E d} N C'! (O Cp V alJ am o?Q N ul ILw.lao?inU C> d OR C7 CV r_ 14 .. _? c? ' V) CnD V? ? CL •n U: :d a° m a ? O I` C\I .w U- - > U si r: o00 -(xq iLr J 'T ¢ m IL siau e?uo? loiol N -7-T E G7 P Z l1.1 S a a c} a C 1 ec ? ? ? o Y a ? co uJ t? d a ti? z d (? in U C 4 O c a L v LU r 0 tf?fi ? N s? (rk { j ? '"'" X t ., z y, N N ? .7 7 l7J } ? eoxs`BN ?Q d v IDH dS o ? `ONH ,_ ? C ffY v ° a a °OeH v a U ? 4 N a p ??? tll -? y S? V N EL U L. a CL LL 9NaN E N ?y O CO m nn o m A, - d 4 i I d y? J tu ` rn z ?? s` ? ? w h g ? d cu -ft Q IL CST, Lr? ? ? .`n ? _ ?., ffl ? (n !!Y ray e? r? ' a `- m- Q b F= r Z In fp 1+ c0 rn a te; d a cn rn - V IIE. 0 a V Z 0 y ta KH_pp m? a a) a? r IH6 v C C U ua v rla a c? d U T y y y r M M A N 14 the Quality Control ReporL Uncertainties for these data are available on request. This report may not be reproduced in part; LLWL?S C? IEM1?L [?[3OL7?TU??ICS INC. P_q. Box 150597, Altamonte Springs FL 32715-05.97 .Phone 407-339-5984 Fax 407-260-5110 www.flowerslabs.com 8253 South U.S. Highway 1, Part St. Lucie FL 34952-2860 Phone 772-343-8006 Fax 772-343-8089 P.O. Box 1200, Madison FL 32341 Phone 850-973-6878 Fax 850-973-6878 Nodarse & Associates,lnc. 1675 Lee Road Winter Park,FL 32789 Date Received: Nov 5, 2008 Laboratory # Sample Description 80021GW1 TMW-1 PO #: n/a Client Project #: Enterprise Rd. & Landmark Dr- Date Sampled: Nov 4, 2008 Nov 19, 2008; Invoice: 80021 Report Summary Analysis EPA504A EPA6020 EPA8260 EPA8270 FL-PRO X504 XBNE XPRO FGL Project Manager: June S. Flowers Chemist DLJ EVB CLS CLS CTH DLJ CDG CDG Location Main Lab Main Lab Main Lab Main Lab Main Lab Main Lab Main Lab Main Lab SarnpleMatrix Ground Water Certificate of Results Sample integrity was certified prior to analysis. Test results meet all requirements of the NELAC Standards except as noted in results relate only to items tested. y .w .net _c yx Jefferson S. Rowed; Ph.D. President(fechnical Directo FLD011. E63018 (Main Lab) FLDOI-1: E86562 (South Lab) FLDOhI: E82405 (North Lab) WIDER F-1.015 Page 1 af20 71 r r x Y? W 3 0 FA? 60 E D vi .Q N N S m O h 1D h ?x a I' It X 08 o CD K M to a m? U, C4 m h h I (a M Q r_ N O Gl ?aa N N CO G X N BOLL w n? (q (73 tf) cl O n v) a) J 0 'a m _; 01(/) C .? r C D r? LL ? c IL o m [v mr h QT m L O 10 A D O 4 co 6 to lima d IL O M CO CO co co co co co co 05 co M O? co OD 00 M CA co co co w 0 M OD no C7 ° O° a a a b Q b o a C, O a C7 O Q O p° O O O Q a b 47 (b CO (a co m (Q (a (D CD [O t0 (D to co co (~D (~D (6 [O fl O a a O a ( C ( ( [ C -; (p a 0 ?O O G? b.? b p O Q O O CAS b b Q d 4 0 0 0 4 6 0 4 0 .':Q rrrY4--rrrrrc-rrr r r r- r?rrrrt- r CO fL7 'ct CC7 (y O 07 [77 1? aD (Q ': b C3 Q L(I to M -It QO [, op C7 cV r ?. 6 6 Le ? 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LL 4 cq CO w C(D <0 V LL.L N 6 yly p CL O LLI 0 N M LL) C Q L O1 ~ (] N M m C7 r c 1? 16 O cq G d l0 W l7 c> [C7 al p Y LO ? co 009 U] f.L 6 6 C; 4 E? J (? d h t to Lo (n O t IIf o o aC) Q z p L m o to ? A h co l rl ,... C CD 03 J .t' .J L11 ? ?p 7 7 ?j 7 ry 0 S 7 ' r 6 LO J J LL IV a,C 1O !L N C] Coco 1t7. CAT in h m ... a7 Q ko (D [7 w r a s mdC, cra m r c'] c C p a a LO C¢ cc E , M D _IIl Nt m In Ul Z C) rn tl: ?. LC). 4 J o?v ? d u- 10 m U) 0 L). . V to T ` :W lU LU Q Q C(5 O jff...? C7 't C: C dma LL Q x r c p m p c v p CL uL c p m U -p t c U o n ti 4] a O p m LL, z? xzr CAL x 0 - ;FU)(?U) Cf 07r ?r FLi?`WE ? c1 iCMICA 1.APC"TCU11ES.lNlC. P.O. Box 154591, Altamonte Springs FL 32715-0597 Phone 407-339-5984 Fax 407-2607151.1o www.fl'owersiabs.com 8253 South U.S. Highway 1. Port: St. Lucie FL 34952-2860 Phone 772-343-8006 Fax 772-343-8089 P_0. Box 1200, Madison FL 32341 Phone 650-973-6878 Fax 850-973-6878 Nodarse & Associates,lnc. 1675 Lee Road Winter Park,FL 32789 Narrative Report PO #: n(a Client Project #- Enterprise Rd- & Landmark Dr. Date Sampled: Nov 4, 2008 -Nov 19, 2008; Invoice: 80021 Sample Handling Sample handling and holding time criteria were met for all samples. Samples collected by submitter. No unusual events occurred during analysis. Results are reported on a wet weight basis for aqueous matrices and on a dry weight basis for sludge and soil matrices unless otherwise noted. Sample results reported as dissolved were field filtered. Quality Control Enclosed analyses met method or LCL criteria, unless otherwise denoted on the sample results- Applied data qualifiers are defined below. Attachments Chain of Custody Qualifier Meaning U Compound was analyzed for but not detected, J One or more QC samples associated with this data value exceeded QC limits- J1 Surrogate recovery limits have been exceeded. J2 No known quality control criteria exist for the component. J3 Reported value failed to sleet established quality control criteria for either precision or accuracy, J4 - Sample matrix interfered with the ability to make an accurate determination on the spiked sample- Q Sample held beyond the accepted holding time. L Off-scale high; reported concentration exceeds the highest standard - V Analyte was detected in both the sample and the associated method blank. ZTNTC Too numerous to count. Numeric value represents filtration volume- A Absent P Present T Value reported is less than the statistical method detection limit- Reported for informational purposes only- M Value reported is greater than the statistical method detection limit, but less than the reported MDL. G The greatest of the dilutions performed did not yield sufficient oxygen depletion for valid data. S The least of the dilutions performed did not yield sufficient oxygen residual for valid data- 0 Result is greater than (over) the specified value. I Reported value is between the laboratory method detection limit and the laboratory practical quantitation limit. B Results based upon colony plate count outside ideal range. Y The laboratory analysis was from an improperly preserved sample. The data may not be accurate. t t FLDOH: E-83018 (Main Lab) F1 DOH: E86562 (South Lab) FLDOH: E82405 (North Lab) NJOEP: FLO15 Page 20 of 20 1 1 r ?WW ? w 66 x i3 Q P.tl ro ©2CU _j Co to m LL 0', m'-- ca 4W cao 67 i ? p it7 lt7 ? 405 C6 M OD CO a) {V'? co co UL 0 co in r (x) r ? N ?- C? y X !1 p tL O N V • a Ca?CP Q V Win' v ce) ? o _ b co ^d°cn u-a 0 p - C\1 U U 7 LPL L& ,m.Q co g.. LLI a. Q C/]C7('p o L -:0, m C? N a 67 000 ? ?-qt-:zcMLL saawnexuo0 ? Idol ?? "" v E F i= z w m .? O a a s -. a 0li N ? m m a4 ¢ 1 n ° x 2 ti W Cf m 608tZ8N m co 10H C r D J n EONH - - a W Ci a? q ' k U r N ] I Os H p m v J Q? ° U N 4 ANON _ r f 4 - y. Wz ? Z ?} co a J ' l Q) m a c 1 ` N a? co J rn ? r a E I r (b (D ? fif c Q - O ff T ( C ? r ,b o ?a c? n cD n ro o ti . ?f . d cn v a ._ ...._ IN IN i, IN 10, It ly 1 APPENDIX C FIELD CALIBRATION AND GROUNDWATE]- SAMPLING LOG DEP-SCP-001/01 Page ar FT 1 a00 Genera! Field Testng and Measurement Field Instrument Calibration Records IA 1 1* ?Y 1 INSTRUMENT (MAKEJMQDEL#) P INSTRUMENT i* PARAMETER. [check only one] Q TEMPERATURE ES CONDucTIVITY Q SALINITY ?OpH ? OPP ! i UR13101 'Y ? RESIDUAL CL ?KDC L1 OTHER STANDARDS: [specify the tYAei11 of standards used for cafibration, the origin of the standards, the standard values, and the date the standards were prepared or purchased] Standard A -7? -- CF?nrfarrt R T7 49 7?" -- Form -D 9000-8 ?Jure 2G, 2C01) Revi!3ion Cate: January 1, 2002 DFP-SOP-001/01 Farm FD 9000-24 GROUNDWATER SAMPLING LOG stTE C? ?fr>>Sc r.?-- SITE -- ?_ - NAME: 5,1J LOCATION: ?II WELL NO: J [? J SANtPLE til: DATE: PURGING DATA J WELL " TUBING I f/? WELL SCREEN INTERVAL STATIC DEPTH PURGE FUME' TYPE DIAMETER {inches):' DIAMETER {inches) /y' DEPTH: feet to leek TO WATER (feet): ?i OR BAILER: WELL VOLUME PURGE. 1 WELL VOLUME _ (TOTAL WELL DEPTH - STATIC DEPTH TO WATER) X WELL C PACITY only irll out if applicable) r x_3 , feet-- feel) X F - galfonsl'foot = Fgallons EQUIPMENT VOLUME PURGE; 1 EQUIPMENT VOL = PUMP VOLUME + (i UBING CAPACITY X TUBING LENGTH) i• FLOW CELL VOLUME (only fill out if applicable) gallons + ( gallonslfrot X feet) + gallons = gallons INITIAL PUMP OR TUBING FINAL PUMP OR TUBING PURG[NG rr PURGING TOTAL VOLUME DEPTH IN WELL (feet): DEPTH IN WELL (feet): INITIATED AT; 12-6'V ENDEDAT: PURGED (gallons)-- + _ CUMUL. u DEPTH COND. DISSOLVED VOLUME VOLUME PURGE TO PH TFMP- TIME PURGED (standard (4mhos1c OXY 4 TURBIDITY COLOR ODOR PURGED RATE WATER units ('C) m or (circle g or (NTUs) (describe) (describe (gallons) (gallons) (gPm) (frell) } µ$//rn 1 satu a ion) ) IJ,A 37 1!6 0 I. GG 0 7111 X57. 23 ??,'? _ (/=u7 1r? 01- n WELL CAPACITY (Gallons Per Foot): 0_75". 0.02; 1`M 0.04: 1.251, = 0.06; 2" = 0.16; 3" = 0.37; 4" = D.65; 5" = 1-02: G' = 7,47; 12" = 5.88 TUBING INSIDE DIA. GAPACfTY GaI./FL : 118-= 0,00()13; 3110" = 0.0014; 114" = 0.0026; 5/1fi" = 0 004; 313 = 0 006 112" - 0 0 " = - , ; - 10: 518 0-016 SAMPLING DATA SAMPLED BY (PRINT) /AFFILIATION: _w SAM } 51 -P!I#TUt?ES: SAMPLING ITIATED (1 IN jVGG T MPL' A . :ENDED AT: _ PUMP O TUBING S r PLE PU TU[31NG r - DEPTH IN WELL feet : FLOW RATE ML er minute MATERIAL COD C: ?r FIELD DECONTAMINATION: ? N _ FIELD-FILTERED; Y N FILTER SIZE: ILm DUPLICATE Y tJ Filtration Equipment rypc- SAMPLE CON TAINER H - SPECIFICA TION S AMPLE PRESERVAI-EO N INTENDED PLING 'A l SAIJIPLE ID CONTAENE M%ITERI AL VOLUME PRESERVATIVE TOTAL VOL FINA[_ ANALYSTS AND/OR - NT CODE RS CO DF USCR DDFD IN FILLb mL ( } PH METHOD ; z DE - - - --------- / l ? CGS ?r I ?_3 _ --- _. -, C.rc Ir r? i?l 1 REMARKS: Wc, / j9o,,jej C114-11 MATERIAL CODES: AG = Amber Glass; CG = Clear Glass; PE = Polyethylene; ^ PP =Polypropylene; S= Silicone; T = Teflon; O = Other (Specify) SAMPL1 G1PURGING APP ?, Amer Perstaltc Pump; B = Bailer BP = Bladder Pump; ESP = Electric Submersible Pump; PP = Peristaltic Purnp EQUIPMENT CODES_ RFPP = Reverse Flow Peristaltic Pump; . SM = Straw Method (Tubing Gravity Drain); VT= Vacuum Trap; O = Other (Specify) NOTES: 1. TV above do not constitute all of the information required by Chapter 62-160, F.A.C. µ - 2• STABILIZATION CRITERIA FOR RANGE OF VARIATION OF LAST THREE CONSECUTIVE READINGS SEE FS 2212 SECTION 3 pH: + 0-2 units Temperature: ± 0.2 °C Specific Conductance: + 5% Dissolved oxygen: all readings :5 20% saturation (see Table FS 22017-2); optionally, fi 0-2 mg/L or + 10% (whichever is greater) Turbidity, a}! readings ¢ 20 NTU1 optionally ± 5 NTU or + 10% (whichever is greater) Revision Date: February 1 , 2004