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MISSION HILLS RAW WATER MAIN - 14-0038-UT t 3 6r.Ity 'k ?,,�,b N 1=r', t ,4 r'61,1+'RI( CERTIFICATE TE OF SUBS I ANTIAL COMPLETION N Project: Mission hills Raw Water Main Contract Nunabcr: 14-0038-UT Location: SIS 590 between Fast'Virginia Ln and Mission.Hills Blvd & Park Trail Ln. Learn Wilson 'frail in the north end of Kapok Park Contract Date: .June 18, 2015 Notice to Proceed Date. December 8,2015 Substantial Completion Date: May 23, 2016 Warranty Expiration Date: May 23,2417 Consultant: AE OM Corporation The work performed under this Contract has been inspected by authorized representatives of the Owner, Contractor, and Consultant, and the Project or specified part ofthe Project, as indicated above:) is hereby declared to be substantially completed on the above date. DEFINITION ITIOI` SUBSTANTIAL C MPI.,EITION ,'Yubs°tcantial c o nipletion is 1he stage in c•canstrudion when a 13rgjcc t or rresignated])ortio n lhel-eo f i.'. sufficiently conilVete in UC"(ortllanc'e r ilh contract dt1L°d.dt ients so that the Oit'F er can use the S1'ork or 1)tll`tft)dT 1l7et"Cf1f ftll' its it'Ptc'►adc'cl tt.i°c'. ltef7],s`tlTcxt ttfhccl ollc'ralional inle.grit}'t"nd fttnelion q/the afoot must he cul7able ofcontinttous° use. Bozhtdar V. 1-landi>ev, 1).F. B AFIC f M Corporation Authorized Reprentative late The Contractor accepts the above Certificate of Substantial Completion and agrees to complete and. correct the items on the tentative list within the time indicated. Israel Castro Fay .... 6" C'astco Construction- Contractor Authorized'I;epresetrtative l �t The Owner accepts the specified area o1` the Pre3ject as Substantially Complete and will assutrtc full possession of the specified area ol'the Project on May 23, 2016. The responsibility for utilities, security, and insurance under the Contract Documents shall be as set firth in the Contract Documents. Khat ] Mayr it�l . By: City c�f'Clearsvater �'tll� r i d lte:ptx61 'ativ'c° Date Certificate of Substantial Completion,pletion, Pale 2 of 2 PROJECTPUNCH LIST A punch list ckf itenis to be completed or corrected by June 13, 2016 is appended hereto. This list nla r not be exhaustive, and the failure to include an itern on it does not alter the responsibility of the Contractors to complete all the work- in accordance with the. Contract Documents. PROJECT ONE YEAR WARRANTY Contract Section 111, 73,5 WARRANTYICORRECTION PERIOD if'witliin one jfear gfier the rlrate ckf'ubslranliral(."t)anj)letion or,such longer period t)f'linie as enCay he Jae es•eribeil htj 1 mils or Regulalions or 1�t1 the lernis of-an'y gjyj)JiL'crble sy)ecial�,>eearanlee3 e'c�quiretl bjj the Conlr ac°t Pocunienis or ht,any.sJ)ec°efic'In-o ai.sion()f`tlae C onlrrael Doclunent.s', taut ff'ork is fr)aanrl it) he£lelecth7e, Contractor shall Jrrt)anpt1v' wilhout cost to the Ovvner and in taccorilrance wilh the Owns r',s writlen instructions'- (i) correc l Such t1efec1A,e H,`ork, or, if it has heen re jecledl 1,the (hiw r, reenom it front the.site Cant'reld ace it i0lh l'Vork that is not(it, L'lace tararl(a7) .s`Catasf£act£kk'al)t('£"ke'a'ect or eeek'k£)1'L'and rcqkice takTJF t1Caa71CagG to other ff ork or the work ol'others resaalling lherefi-mn... 141'here (it, fiwti►Te l'4'r)rk (cuac'Lltaraktal;Tc> to t)tlaee l t)r k resulting there £ease) has been correclee4 a r kakovcrl or replaced under this paragr•tal)h llac correction period h re un£ler a91lla regyecl to.such lVork ►i,ill he e tentle d frkr ran ra(lrlala£)nral J)erar)t'£)f£)ne 1v ar(after such correction or r'enarkwd and rely acelnent has Been:'sCala.i'€Caclorily conipleletl. Substantial Completion Date, May 23,2016 Warranty Expiration bate: May 23,2017 .A copy of this signed and executed document should be provided to the following parties: l'rceject Owner Prcaject Contractor 1'roJect Consultant (il'a plicahle) City Construction Office Specialist Prckject File MISSION HILLS RAW WATER MAIN (PROJECT No. 14-0038-UT) CONTRACT DOCUMENTS & SPECIFICATIONS Prepared for Clearwater U Conformed Set September 2015 ADDENDUM NO. 1 For MISSION HILLS RAW WATER MAIN PROJECT #14- 0038 -UT Date: July 31, 2015 To: Prospective Bidders and Others Concerned Subject: Addendum #1 Bidders on the above project are hereby notified that the following Addenda are made to the Contract Documents: General Clarifications 1. A question was brought from one of the Contractors during the pre -bid meeting whether the 3.5% for mobilization in the Bid Tab can be increased? Response: No, the percentage shall remain unchanged. If the Contractor has higher mobilization expenses, those should be calculated in the individual bid items. 2. A question was brought from one of the Contractors during the pre -bid meeting whether the maintenance of traffic plan (MOT) needs to be signed and sealed by a professional engineer. Response: Yes, the MOT plan must be sealed by a professional engineer. 3. A question was brought from one of the Contractors during the pre -bid meeting whether jack & bore plans have to be signed and sealed by a professional engineer. Response: The sizes of the jacking and receiving pits shown in the plans are for information purposes only. It is the Contractor's means and methods to determine actual size of the pits based on the type and size of the boring equipment he is planning to use. This will dictate what the required soil stabilization methods will be and the configuration of the dewatering system. Per Specification Section 02155, 1.01, B. the Contractor shall retain the services of a professional engineer registered in the State of Florida who shall affix his seal to the Contractor's drawings and design concept for the proposed jacking and boring operation including but not limited to pit stabilization, dewatering plan, reaction blocks, etc. All these shall be included in the Jacking and Boring Plan together with the rest of the jack & bore submittal requirements outlined in Specification Section 02155, 1.03. 4. A question was brought from one of the Contractors during the pre -bid meeting whether the locations of the jacking pits can be modified. Page 2 of 3 Response: Locations of jacking pits can be adjusted if there is a conflict with existing utilities. However, the Contractor shall stay as close as possible to the horizontal and vertical pipe casing alignment shown on the plans and permitted by CSX. 5. A question was brought from one of the Contractors during the pre -bid meeting whether the City has received the CSX permit and what the CSX insurance requirements for the Contractor are. Response: City has obtained an engineering approval from CSX for the proposed work and is in the process of signing the Facility Encroachment Agreement. An excerpt from the Facility Encroachment Agreement called "Contractor Acceptance" outlining the Contractor's insurance requirements is included with this Addendum. Per feedback received from CSX the fees for flagging and inspection will be $1,200 per day and $1,500 per day, respectively. Both a CSX flagman and a CSX inspector will be present on site throughout the duration of the jack- and -bore. Plan and profile figures, approved by CSX, are also included with this Addendum. Responses to Submitted RFIs (questions from Contractors are listed as received with no edits) 6. Regarding page 01010 -3, permits, can the city provide copy of Cxt permit so bidder can review requirements for compliance ?(ie; coordination w roadmaster, costs of any required signalmen, special insurance reqts, etc) Response: See response to question 5 above. 7. Would the City consider raising the max % of mobilization that can be included in item 1 to an amount that more appropriately covers those items listed in the mobilization description ? Response: See response to question 1 above. 8. Please confirm estimated award/NTP dates Response: The tentative award date is September 3rd, 2015. The construction is anticipated to start in October, 2015. END OF ADDENDUM #1 THE CITY OF CLEARWATER PINELLAS COUNTY, FLORIDA By: /s/William B. Horne, II City Manager 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ATTACHMENT A "CONTRACTOR ACCEPTANCE" 1 1 AGREEMENT NO. CSX794930 CONTRACTOR ACCEPTANCE This Rider is and shall be a part of Agreement CSX794930, and is incorporated therein. To and for the benefit of CSX Transportation, Inc., ( "Railroad ") and to induce Railroad to permit Contractor on or about the Railroad's property for the purposes of performing work in accordance with the agreement dated , 2015, between Utility and Railroad, (the "Agreement "), Contractor hereby agrees to abide by and perform all applicable terms of the Agreement, including, but not limited to Sections 3, 9, 10, and 19 of the Agreement, and the Contractor Insurance Requirements listed below. CONTRACTOR INSURANCE REQUIREMENTS: Railroad requires that the following insurance coverage be provided prior to any entry and /or work within Railroad's property and maintained by the Contractor until completion of the work. Railroad or its designee, may at any time request evidence of insurance purchased by Contractor to comply with the Agreement. Securing such insurance shall not limit Contractor's liability under the Agreement but shall be a security therefor. (i) Statutory Worker's Compensation and Employers Liability Insurance with available limits of not less than ONE MILLION AND 00 /100 U.S. DOLLARS ($1,000,000.00), which must contain a waiver of subrogation against Railroad and its Affiliates; (ii) Commercial General Liability coverage (inclusive of contractual liability) with available limits of not less than FIVE MILLION AND 00 /100 U.S. DOLLARS ($5,000,000.00), naming Railroad, and /or its designee, as additional insured and in combined single limits for bodily injury and property damage and covering the contractual liabilities assumed under the Agreement. The evidence of insurance coverage shall be endorsed to provide for thirty (30) days' notice to Railroad, or its designee, prior to cancellation or modification of any policy. If Contractor's existing CGL policy(ies) do(es) not automatically cover Contractor's contractual liability during periods of survey, installation, maintenance and continued occupation, a specific endorsement adding such coverage shall be purchased by Contractor. If said CGL policy is written on a "claims made" basis instead of a "per occurrence" basis, Contractor shall arrange for adequate time for reporting losses. Failure to do so shall be at Contractor's sole risk; (iii) Business automobile liability insurance with available limits of not less than ONE MILLION AND 00 /100 U.S. DOLLARS ($1,000,000.00) combined single limit for bodily injury and /or property damage per occurrence; (iv) Such other insurance as Railroad may reasonably require. Utility may require its Contractor performing the work cover its requirement for Railroad Protective Liability ( "RPL ") Insurance coverage. In the event Contractor will be responsible for procuring and maintaining RPL the following shall apply: Page 15 of 17 0 AGREEMENT NO. CSX794930 Contractor shall procure and maintain during the period of construction or demolition operations, at no cost to Railroad, Railroad Protective Liability (RPL) Insurance, naming Railroad, and /or its designee, as Named Insured, written on the current ISO /RIMA Form (ISO Form No. CG 00 35 01 96) 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 1 1 85) if an older ISO Form CG 00 35 is used. The original of such RPL policy shall be sent to and approved by Railroad prior to commencement of such construction or demolition. Railroad reserves the right to demand higher limits. At Railroad's option, in lieu of purchasing RPL insurance from an insurance company (but not CGL insurance), Contractor may pay Railroad, at Railroad's current rate at time of request, the cost of adding this Encroachment, or additional construction and /or demolition activities, to Railroad's Railroad Protective Liability (RPL) Policy for the period of actual construction. This coverage is offered at Railroad's discretion and may not be available under all circumstances. CONTRACTOR: By: Name: Title: Date: Page 16of17 o 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ATTACHMENT B CSX APPROVED PLAN AND PROFILE FIGURES 1 1 1 1 1 1 1 r 1 1 1 1 1 1 1 1 1 CSX794930 PAGE 1 EXHIBIT A MISSION HILLS SUBDIVISION 8" 45' BEND D/ /RM✓ N: 7324239.5 E.• 424683.6 35X1OX13' BORE PIT CSX PROPERTY SERVICES REVIEW' No Exceptions Exceptions Noted This review is for the general conformance with CSX Ut, ility design specifications only. Sole responsibility for all aspects of the overall design shall remain with the facility owner. This review does not constitute approval to proceed without meeting all of CSX's safety End contractual requirements. By: 100 L.F. (WITHIN CSX R.O. W.) OF 8" CERTA —L OK PVC CARRIER PIPE (18" STEEL CASING) (d) 35(i) 53.8'(e) 0. �� 48.2'(e) EX/ST. 8" GATE VALVE 102'(g) LEGEND Letter Description (a) Distance from crossing to nearest actual milepost (, feet from MP_). OR: Distance from crossing to centerline of nearest public road intersection (include DOT Crossing #) (b) Width of CSX R/W (c) Distance from centerline of track to R/W (d) Total length of pipe on CSX R/W (See CSXT Pipeline Spec. page 13. C). i), (7)] k // / 8" 45' // BENDS, COMBINATION /// D/ /RM✓ AIR VALVE // ■ // REMOVE & DISPOSE e / OF EX /STING TREE / // r,,,,,__ ........._............................._ 8" 45' BEND, DI /RMJ EXIST 8" GATE VALVE J 2 PARK TRAIL LANE hog WOO Om 52.8' TO C OF TRACK (c) 472' TO C OF TRACK (c) 100.0' (b) C OF TRACK cyI 8E`N0 D/ /RM✓ N: )524074.7 E. 424664.8 Lc) S X5 X8' RECEIVING PIT 1 4,. SP�epF I /° ". 4)' SSIO \ !III1 I 1 1110 (0) (1) (g) (h) (i) NOTES: Distance from centerline of nearest track to face of pits or poles at a 90 degree angle to the track(s) Angle of crossing [See CSXT Pipeline Spec. page S. B), i,)J IF CONTENTS UNDER PRESSURE: Distance of shut -off valves from centerline of nearest track (min. 2,000' from nearest track on each side of R /W) /See CSXT Pipeline Spec. page 20, 1). i)J Width of Launching /Receiving Pit Length of Launching /Receiving Pit REFER TO ENGINEERING SPECIFICATIONS IN THE APPLICATION PACKAGE FOR ADDITIONAL INFORMATION AND GUIDANCE. MANHOLES /HANDHOLES /POLES /PULL. BOXES /OTHERS ARE. NOT PERMITTED ON CSX R'W. CSXT Pipeline Spec. page 21 K) ;; CSXT Wireline Spec. page 6, A): and CSXT Wireline Spec. page 7„4/. ii)J YOUR DRAWING MUST SHOW ALL SETS OF TRACKS PRESENT AT THE PROPOSED UTILITY CROSSING LOCATION. ups URS Corporation Southern 7650 West Courtney Campbell Causeway Tampa, FL 33607 -1462 C.A. No. 00000002 Pipeline CSX Crossing Profile & Cross Section Mission Hills Raw Watermain Location: City of Clearwater Latitude: N 27° 58' 28.77" Longitude: W 82° 45' 2.06" Figure 1 Drawing No.: Mission Ilills & Kapok Park Sheet 1 of 2 Drawing Date: 03/10/2015 Drawing Scale: 1 Inches = 20 feet Last Revised: 06/01 /2015 07/07/2015 CSX794930 EXHIBIT A 8" 45' BEND, DI/RM./ COMB /NATION A/R VALVE 1 - 35'X 10'X 13' BORE PIT 8" 45" BENDS, D/ /RMJ 100.0'(4) 52.8' (CO 12'� 12' 4.6' 47.2' (o) 8" CERTA —L0K PVC CARRIER PIPE O 5.3.8'(e) CSX PROPERTY SERVICES REVIEW No Exceptions ❑ Exceptions Noted This review is for the general conformance with CSX utility design specifications only. Sole responsibility for all aspects of the overall design shall remain with the facility owner. This review does not constitute approval to proceed without meeting all of CSX's safety and contractual requirements. 18" STEEL CASING PIPE (j) 48.2(e) 5X5 X8' RECEIVING PIT co TRACKS II 18" STEEL CASING PIPE (j) 8" PVC CARRIER PIPE (�) CROSS SECTION VIEW B -B 8" 90' BEND, D/ /RMJ 102(d) PIPELINE PROFILE VIEW A -A \011111I/////// .,`\ J •HAND✓ %% EXISTING 36" PVC STORM Plfti 'ti/ .� ,� — NOTES: 1/ �ONS* O \\ W P teP\ FRONT THE THE CASING PIPE ,/}Q MECHANICAL ARRANGEMENTS OR DEV CES'FM LL POSITIVELY PREVENT THE AUGER FROM LEADING THE PIPE SO THAT NO UNSUPPORTED EXCAVATION IS AHEAD OF THE PIPE. LEGEND CSXT Pipeline Spec. Reference PIPELINE CONTENT DETAILS Letter Description Comtodity Description: Raw Water (a) Distance from centerline of track to CSX R.'W Maximum Operating Pressure: 100 psi (h) Distance from base -of -rail to top -of- casing / /See CSXT Pipeline .Spec. page 6. 0] Is Commodity Flammable: ❑ Yes ■ No (c) Distance from base -of -ditch to top - casing / /See CSXT Pipeline Spec. page 6. CV CARRIER / CASING PIPE DETAILS VMS URS Corporation Southern 7650 West Courtney Campbell Causeway Tampa, FL 33607 -1462 C.A. No. 00000002 (d) Total length of pipe on CSX R/W /See CSXT Pipeline Spec. page 13. C) i), (f)J Carrier Pipe Casing Pipe (e) (t) Distance from centerline of nearest track to face of pits at a 90 degree angle to the track(s) Distance from top -of -vent pipe to ground surface (4" minimum required / /See CSXT Pipeline Spec. page 20. F)] - N/A Page 13, C); & 17, D) Pipe Material: PVC. Steel Page 13. C); & 17, D) Material Specifications & Grade: AWWA C900 DRIB ASTM A53 Grade 36 Pipeline CSX Crossing Profile & Cross Section Mission Hills Raw Watermain Page 13, 0; & 17. D) Specified Minimum Yield Strength: 7,000 psi 35, 000 psi t8) Distance from centerline of track to vent pipe at a 90 degree angle to the track(s) /See CSXT Pipeline Spec. page 20. F)J - N/A .Nominal Size Outside Diameter (Itches) 10.947" (Coupling Diameter) 18.000" Page 14, ii); (d)) Wall Thickness (Inches): 0.503" 0.375" (h) Theoretical Embankment Line: Stans 12' from centerline of track and extends away from track at a slope of 1.5' over and 1' down l /See CSXT Pipeline Spec. page 14. 0. i1. (f. B.P. #6/ Page 13, 0; & 17. D) Type of Seam: PVC Coupling tri Splines Welded Page 13. 0; & 17. DI Type of Joints: Restrained Welded (i) Carrier pipe diameter Page 16. v) Tunnel Liner Plates Required: El Yes . No Type: (0 Casing pipe diameter Cathodic Protection: Y• es • No Type: PAGE 2 OF)2 Depth of Launching / Receiving Pit Protective Coating: • Yes ■ No Type: Temp. Track Support or Rip -Rap Req: (1 Y• es II No Must Describe & Show on Dwg. Location: City of Clearwater Latitude: N 27° 58' 28.77" Longitude: W 82° 45' 2.06" Drawing No.: Mission Hills & Kapok Park Sheet 2 of 2 Drawing Date: 03/10/2015 Last Revised: 06/01/2015 Drawing Scale V: I Inches = 10 feet Drawing Scale H: 1 Inches = 20 feet Figure 2 07/07/2C15 City of Clearwater, Florida MISSION HILLS RAW WATER MAIN (PROJECT No. 14- 0038 -UT) TABLE OF CONTENTS SECTION I ADVERTISEMENT OF BIDS & NOTICE TO CONTRACTORS SECTION II INSTRUCTIONS TO BIDDERS SECTION III GENERAL CONDITIONS SECTION IIIa SUPPLEMENTAL GENERAL CONDITIONS SECTION IV TECHNICAL SPECIFICATIONS SECTION IVa SUPPLEMENTAL TECHNICAL SPECIFICATIONS APPENDIX ODP DOCUMENTS AND OTHER PROJECT DOCUMENTATION SECTION V CONTRACT DOCUMENTS ��\1 1 1 1 1 / / / / / /// \ ` R V. HAi,o 67573 OF STATE . /�SS/O N Ak- Prepared in the Office of the City Engineer Cover.doc Page II 10/10/2008 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SECTION I ADVERTISEMENT OF BIDS & NOTICE TO CONTRACTORS MISSION HILLS RAW WATER MAIN PROJECT CONTRACT # 14- 0038 -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: www .myClearwater.com/cityprojects, ON JULY 8, 2015, until no later than close of business three (3) days preceding the bid opening. Price of Contract Documents and Plans, as indicated on the website, reflects reproduction cost only. The work for which proposals are invited consists of: construction of two sections of the Mission Hills raw water main: approximately 800 ft of PVC pipe at SR 590 between East Virginia Ln and Mission Hills Blvd and approximately 200 ft of PVC pipe between Park Trail Ln and Ream Wilson Trail in the north end of Kapok Park, 100 ft of which are installed via jack -and- bore in the CSX right -of -way (ROW). RECOMMENDED Pre -Bid Conference for all prospective bidders will be held on Tuesday, July 21, 2015 at 10:30 a.m. at the Municipal Services Bldg., 100 S. Myrtle Ave., Conference Room 130, Clearwater, Florida 33756 -5520. 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 S. Myrtle Ave., 3`d Floor, Clearwater, Florida 33756 -5520, until 1:30 P.M. on Thursday, August 6, 2015. The bids will be publicly opened in Purchasing Conference Room 342 and read at that hour and place for MISSION HILLS RAW WATER MAIN (PROJECT #14- 0038 -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 $200,000.00. Contractors wanting to pre - qualify to bid this project must do so two (2) weeks /ten (10) workdays prior to the bid opening date. A 10% bid bond is required for all City of Clearwater projects. The right is reserved by the City Manager of the City of Clearwater, Florida to reject any or all bids. The City of Clearwater, Florida Alyce Benge, Purchasing Manager (727) 562 -4633 Sectionl.docx Page 1 of 1 8/12/2014 1 1 Table of Contents: i 1 1 r 1 1 1 1 SECTION II INSTRUCTIONS TO BIDDERS 1 COPIES OF BIDDING DOCUMENTS 1 2 QUALIFICATION OF BIDDERS 1 3 EXAMINATION OF CONTRACT DOCUMENTS AND SITE 1 4 INTERPRETATIONS AND ADDENDA 2 5 BID SECURITY OR BID BOND 3 6 CONTRACT TIME 3 7 LIQUIDATED DAMAGES 3 8 SUBSTITUTE MATERIAL AND EQUIPMENT 3 9 SUBCONTRACTORS 3 10 BID /PROPOSAL FORM 4 11 SUBMISSION OF BIDS 4 12 MODIFICATION AND WITHDRAWAL OF BIDS 5 13 REJECTION OF BIDS 5 14 DISQUALIFICATION OF BIDDER 5 15 OPENING OF BIDS 5 16 LICENSES, PERMITS, ROYALTY FEES AND TAXES 5 17 IDENTICAL TIE BIDS/VENDOR DRUG FREE WORKPLACE 6 18 AWARD OF CONTRACT 7 19 BID PROTEST 8 20 TRENCH SAFETY ACT 9 21 CONSTRUCTION SITE EROSION AND SEDIMENT CONTROL MANAGEMENT MEASURES 9 SectionlLdocx i 7/29/2013 Section II — Instructions to Bidders 1 COPIES OF BIDDING DOCUMENTS 1.1 Complete sets of the Bidding Documents are available at the City of Clearwater's Plan Room — website address: www .myclearwater.com/cityprojects. Price of Contract Documents and Plans, as indicated on the City's Website, reflects reproduction costs only, which is non - refundable. A complete bidder's package containing plans, specifications, bond forms, contract form, affidavits and bid/proposal form is available only to pre - qualified bidders. Contractors, suppliers, or others who are not pre - qualified but who may be a possible subcontractor, supplier, or other interested person may purchase a "Subcontractor" package consisting of plans, specifications, and list of pay items. 1.2 Complete sets of Bidding Documents must be used in preparing bids. Neither the City nor the Engineer shall be liable for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents, by Bidders, sub - bidders or others. 1.3 The City, in making copies of Bidding Documents available on the above terms, does so only for the purpose of obtaining Bids on the Work and does not confer a license or grant any other permission to use the documents for any other purpose. 2 QUALIFICATION OF BIDDERS 2.1 Each prospective Bidder must pre - qualify to demonstrate, to the complete satisfaction of the City of Clearwater, that the Bidder has the necessary facilities, equipment, ability, financial resources and experience to perform the work in a satisfactory manner before obtaining drawings, specifications and contract documents. An application package for pre - qualification may be obtained by contacting the City of Clearwater, Engineering Department, P.O. Box 4748, Clearwater, Florida 33758 -4748 (mailing address); 100 South Myrtle Avenue, Clearwater, Florida 33756 -5520 (street address only) or by phone at (727) 562 -4750. Pre - Qualification requirements information is also available on City of Clearwater Website at address: www.myclearwater. com/gov/ depts/ pwa/engin/Construction/prequal. asp. Contractors wanting to pre - qualify to bid on a project as a General Contractor must do so two weeks (ten work days) prior to the bid opening date. Bidders currently pre - qualified by the City do not have to make reapplication. 3 EXAMINATION OF CONTRACT DOCUMENTS AND SITE 3.1 It is the responsibility of each Bidder, before submitting a Bid, to (a) examine the Contract Documents thoroughly; (b) visit the site to become familiar with local conditions that may in any manner affect cost, progress, performance or furnishing of the work; (c) consider and abide by all applicable federal, state and local laws, ordinances, rules and regulations; and (d) study and carefully correlate Bidder's observations with the Contract Documents, and notify Engineer of all conflicts, errors or discrepancies in the Contract Documents. 3.2 In reference to the Technical Specifications and/or the Scope of the Work for identification of those reports of explorations and tests of subsurface conditions at the site which have been utilized by the Engineer in the preparation of the Contract Documents, bidder may rely upon the accuracy of the technical data contained in such reports but not upon non - technical data, interpretations or opinions contained therein or for the completeness thereof for the purposes of bidding or construction. In reference to those drawings relating to physical Sectionll.docx Page 1 of 9 7/29/2013 Section II — Instructions to Bidders conditions of existing surface and subsurface conditions (except Underground Facilities) which are at or contiguous to the site and which have been utilized by the Engineer in preparation of the Contract Documents, bidder may rely upon the accuracy of the technical data contained in such drawings but not upon the completeness thereof for the purposes of bidding or construction. 3.3 Information and data reflected in the Contract Documents with respect to Underground Facilities at or contiguous to the site are based upon information and data furnished to the City and Engineer by owners of such Underground Facilities or others, and the City does not assume responsibility for the accuracy or completeness thereof unless expressly provided in the Contract Documents. 3.4 Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders on subsurface conditions, Underground Facilities, other physical conditions, possible conditions, and possible changes in the Contract Documents due to differing conditions appear in the General Conditions. 3.5 Before submitting a Bid, each Bidder shall, at Bidder's own expense, make or obtain any additional examinations, investigations, explorations, tests and studies and obtain any additional information and data which pertain to the physical conditions (surface, subsurface and Underground Facilities) at or contiguous to the site or otherwise which may affect cost, progress, performance or furnishing the work in accordance with the time, price and other terms and conditions of the Contract Documents. 3.6 On request in advance, City will provide each Bidder access to the site to conduct such explorations and tests at Bidder's own expense as each Bidder deems necessary for submission of a Bid. Bidder shall fill all holes and clean up and restore the site to its former condition upon completion of such explorations and tests. 3.7 The lands upon which the Work is to be performed, rights -of -way and easements for access thereto and other lands designated for use by the Contractor in performing the Work are identified in the Contract Documents. All additional lands and access thereto required for temporary construction facilities or storage of materials and equipment are to be provided by the Contractor. Easements for permanent structures or permanent changes in existing structures are to be obtained and paid for by the City unless otherwise provided in the Contract Documents. 3.8 The submission of a Bid will constitute an unequivocal representation by the Bidder that the Bidder has complied with every requirement of these Instructions to Bidders and that, without exception, the Bid is premised upon performing and furnishing the Work required by the Contract Documents by such means, methods, techniques, sequences or procedures of construction as may be indicated in or required by the Contract Documents, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions of performance and furnishing of the work. 4 INTERPRETATIONS AND ADDENDA 4.1 All questions as to the meaning or intent of the Contract Documents are to be directed to the Engineer. Interpretations or clarifications considered necessary by the Engineer in response to such questions will be issued by Addenda, by the City's planroom to all parties recorded by the City's planroom as planholders having received the Bidding Documents. Questions received after the time frame specified at the pre -bid meeting prior to the date for opening of SectionII.docx Page 2 of 9 7/29/2013 Section II — Instructions to Bidders Bids may not be answered. Only information provided by formal written Addenda will be binding. Oral and other interpretations of clarifications will be without legal effect. 4.2 Addenda may also be issued to modify the Bidding Documents as deemed advisable by the City or Engineer. 5 BID SECURITY OR BID BOND 5.1 Each Bid must be accompanied by Bid Security made payable to the City of Clearwater in an amount equal to ten percent (10 %) of the Bidder's maximum Bid price and in the form of a certified or cashier's check or a Bid Bond (on form attached) issued by a surety meeting the requirements of the General Conditions. A cash bid bond will not be accepted. 5.2 The Bid Security of the Successful Bidder will be retained until such Bidder has executed the Agreement and furnished the required Payment and Performance bonds, whereupon the Bid Security will be returned. If the Successful Bidder fails to execute, deliver the Agreement and furnish the required Bonds within ten (10) days after the award of contract by the City Council, the City may annul the bid and the Bid Security of the Bidder will be forfeited. The Bid Security of any Bidder whom the City believes to have a reasonable chance of receiving the award may be retained by the City until the successful execution of the agreement with the successful Bidder or for a period up to ninety (90) days following bid opening. Security of other Bidders will be returned approximately fourteen (14) days after the Bid opening. 5.3 The Bid Bond shall be issued in the favor of the City of Clearwater by a surety company qualified to do business in, and having a registered agent in the State of Florida. 6 CONTRACT TIME 6.1 The number of consecutive calendar days within which the work is to be completed is set forth in the Technical Specifications. 7 LIQUIDATED DAMAGES 7.1 Provisions for liquidated damages are set forth in the Contract Agreement. 8 SUBSTITUTE MATERIAL AND EQUIPMENT 8.1 The contract, if awarded, will be on the basis of material and equipment described in the Drawings or specified in the Specifications without consideration of possible substitute or "or equal" items. Whenever it is indicated in the Drawings or specified in the Specifications that a substitute or "or equal" item may be furnished or used, application for its acceptance will not be considered by the Engineer until after the effective date of the Contract Agreement. The procedure for submittal of any such application is described in the General Conditions and as supplemented in the Technical Specifications. 9 SUBCONTRACTORS 9.1 If requested by the City or Engineer, the Successful Bidder, and any other Bidder so requested, shall, within seven (7) days after the date of the request, submit to the Engineer an experience statement with pertinent information as to similar projects and other evidence of qualification for each Subcontractor, supplier, person and organization to be used by the Sectionll.docx Page 3 of 9 7/29/2013 Section II — Instructions to Bidders Contractor in the completion of the Work. The amount of subcontract work shall not exceed fifty percent (50 %) of the Work except as may be specifically approved by the Engineer. If the Engineer, after due investigation, has reasonable objection to any proposed Subcontractor, supplier, other person or organization, he may, before recommending award of the Contract to the City Council, request the Successful Bidder to submit an acceptable substitute without an increase in Contract Price or Contract Time. If the Successful Bidder declines to make any such substitution, the City may award the contract to the next lowest and most responsive Bidder that proposes to use acceptable Subcontractors, Suppliers, and other persons and organizations. Declining to make requested substitutions will not constitute grounds for sacrificing the Bid security to the City of any Bidder. Any Subcontractor, supplier, other person or organization listed by the Contractor and to whom the Engineer does not make written objection prior to the recommendation of award to the City Council will be deemed acceptable to the City subject to revocation of such acceptance after the Effective Date of the Contract Agreement as provided in the General Conditions. 9.2 No Contractor shall be required to employ any Subcontractor, supplier, person or organization against whom he has reasonable objection. 10 BID /PROPOSAL FORM 10.1 The Bid/Proposal Form is included with the Contract Documents and shall be completed in ink or by typewriter. All blanks on the Bid/Proposal Forms must be completed. Unit Prices shall be to no more than two decimal points in dollars and cents. The Bidder must state in the Bid/Proposal Form in words and numerals without delineation's, alterations or erasures, the price for which he will perform the work as required by the Contract Documents. Bidders are required to bid on all items in the Bid/Proposal form. The lump sum for each section or item shall be for furnishing all equipment, materials, and labor for completing the section or item as per the plans and contract specifications. Should it be found that quantities or amounts shown on the plans or in the proposal, for any part of the work, are exceeded or should they be found to be less after the actual construction of the work, the amount bid for each section or item will be increased or decreased in direct proportion to the unit prices bid for the listed individual items. 10.2 Bids by corporations shall be executed in the corporate name by the president or a vice - president (or other corporate officer accompanied by evidence of authority to sign) and the corporate seal shall be affixed. The corporate address and state of incorporation shall be shown below the Signature. If requested, the person signing a Bid for a corporation or partnership shall produce evidence satisfactory to the City of the person's authority to bind the corporation or partnership. 10.3 Bids by partnerships shall be executed in the partnership name and signed by a general partner, whose title shall appear under the signature and the official address of the partnership shall be shown below the signature. 10.4 All names shall be typed or printed below the signature. 11 SUBMISSION OF BIDS 11.1 Sealed Bids shall be submitted at or before the time and at the place indicated in the Advertisement for Bids and shall be submitted in a 8.5"xl 1" manila envelope with the project name and number on the bottom left hand corner. If forwarded by mail, the Bid shall be enclosed in another envelope with the notation "Bid Enclosed" on the face thereof and Sectionll.docx Page 4 of 9 7/29/2013 Section II — Instructions to Bidders addressed to the City of Clearwater, attention Purchasing Manager. Bids will be received at the office indicated in the Advertisement until the time and date specified. Telegraphic or facsimile bids received by the Purchasing Manager will not be accepted. 12 MODIFICATION AND WITHDRAWAL OF BIDS 12.1 Bids may be modified or withdrawn by an appropriate document duly executed (in the manner that a Bid must be executed) and delivered as described in the Advertisement of Bids. A request for withdrawal or a modification shall be in writing and signed by a person duly authorized to do so. Withdrawal of a Bid will not prejudice the rights of a Bidder to submit a new Bid prior to the Bid Date and Time. After expiration of the period for receiving Bids, no Bid may be withdrawn or modified. 12.2 After a bid is received by the City, the bidder may request to modify the bid for typographical or scrivener's errors only. The bidder must state in writing to the City that a typographical or scrivener's error has been made by the bidder, the nature of the error, the requested correction of the error, and what the adjusted bid amount will be if the correction is accepted by the City. The City reserves the right at its sole discretion to accept, reject, or modify any bid. 13 REJECTION OF BIDS 13.1 To the extent permitted by applicable State and Federal laws and regulations, the City reserves the right to reject any and all Bids, and to waive any and all informalities. Grounds for the rejection of a bid include but are not limited to a material omission, unauthorized alteration of form, unauthorized alternate bids, incomplete or unbalanced unit prices, or irregularities of any kind. Also, the City reserves the right to reject any Bid if the City believes that it would not be in the best interest of the public to make an award to that Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by the City. The City reserves the right to decide which bid is deemed to be the lowest and best in the interest of the public. 14 DISQUALIFICATION OF BIDDER 14.1 Any or all bids will be rejected if there is any reason for believing that collusion exists among the bidders, the participants in such collusion will not be considered in future proposals for the same work. Each bidder shall execute the Non - Collusion Affidavit contained in the Contract Documents. 15 OPENING OF BIDS 15.1 Bids will be opened and read publicly at the location and time stated in the Advertisement for Bids. Bidders are invited to be present at the opening of bids. 16 LICENSES, PERMITS, ROYALTY FEES AND TAXES 16.1 The Contractor shall secure all licenses and permits (and shall pay all permit fees) except as specifically stated otherwise in the Technical Specifications. The Contractor shall comply with all Federal and State Laws, County and Municipal Ordinances and regulations, which in any manner effect the prosecution of the work. City of Clearwater building permit fees SectionII.docx Page 5 of 9 7/29/2013 Section II — Instructions to Bidders and impact fees will be waived except as specifically stated otherwise in the Technical Specifications. 16.2 The Contractor shall assume all liability for the payment of royalty fees due to the use of any construction or operation process, which is protected by patent rights except as specifically stated otherwise in the Technical Specifications. The amount of royalty fee, if any, shall be stated by the Contractor. 16.3 The Contractor shall pay all applicable sales, consumer, use and other taxes required by law. The Contractor is responsible for reviewing the pertinent State Statutes involving the sales tax and sales tax exemptions and complying with all requirements. 16.4 The City of Clearwater is exempt from state sales tax on materials incorporated into the WORK. The City of Clearwater reserves the right to implement the Owner Direct Purchase (ODP) Option, if indicated in the Scope of Work Description in Section IV — Technical Specifications and as defined in Section III — General Conditions. 17 IDENTICAL TIE BIDS/VENDOR DRUG FREE WORKPLACE 17.1 In accordance with the requirements of Section 287.087 Florida Statutes regarding a Vendor Drug Free Workplace, in the event of identical tie bids, preference shall be given to bidders with drug -free workplace programs. Whenever two or more bids which are equal with respect to price, quality, and service are received by the City for the procurement of commodities or contractual services, a bid received from a business that certifies that it has implemented a drug -free workplace program shall be given preference in the award process. Established procedures for processing tie bids will be followed if none or all of the tied bidders have a drug -free workplace program. In order to have a drug -free workplace program, a contractor shall supply the City with a certificate containing the following six statements and the accompanying certification statement: (1) Publish a statement notifying employees that the unlawful manufacture, distribution, dispensing, possession, or use of a controlled substance is prohibited in the workplace and specifying the actions that will be taken against employees for violations of such prohibition. (2) Inform employees as to the dangers of drug abuse in the workplace, the business's policy of maintaining a drug -free workplace, any available drug counseling, rehabilitation, and employee assistance programs, and the penalties that may be imposed upon employees for drug abuse violations. (3) Give each employee engaged in providing the commodities or contractual services that are under bid a copy of the statement specified in subsection (1). (4) In the statement specified in subsection (1), notify the employees that, as a condition of working on the commodities or contractual services that are under bid, the employee will abide by the terms of the statement and will notify the employer of any conviction of, or plea of guilty or nolo contendere to, any violation of chapter 893, or of any controlled substance law, of the United States, or of any state, for a violation occurring in the workplace no later than five (5) days after such conviction. Sectionll.docx Page 6 of 9 7/29/2013 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 (5) Section II — Instructions to Bidders 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 favor of the correct sum. 18.2 In evaluating the Bids, the City will consider the qualifications of the Bidders, whether or not the Bids comply with the prescribed requirements, unit prices, and other data as may be requested in the Bid/Proposal form. The City may consider the qualifications and experience of Subcontractors, suppliers and other persons and organizations proposed by the Contractor for the Work. The City may conduct such investigations as the City deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications and financial ability of Bidders, proposed Subcontractors, Suppliers and other persons, and organizations to perform and furnish the Work in accordance with the Contract Documents to the City's satisfaction within the prescribed time. 18.3 If the Contract is to be awarded, it will be awarded to the lowest responsible, responsive Bidder whose evaluation by the City indicates to the City that the award will be in the best interest of the City. 18.4 Award of contract will be made for that combination of base bid and alternate bid items in the best interest of the City, however, unless otherwise specified all work awarded will be awarded to only one Contractor. 18.5 The successful bidder /contractor will be required to comply with Section 119.0701, Florida Statues (2013), specifically to: (a) Keep and maintain public records that ordinarily and necessarily would be required by the City of Clearwater in order to perform the service; (b) Provide the public with access to public records on the same terms and conditions that the City of Clearwater would provide the records and at a cost that does not exceed the cost provided in this chapter or as otherwise provided by law; (c) Ensure that public records that are exempt or confidential and exempt from public records disclosure requirements are not disclosed except as authorized by law; and (d) Meet all requirements for retaining public records and transfer, at no cost, to the City of Clearwater all public records in possession of the contractor upon termination of the contract and destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. All records stored electronically must Sectionll.docx Page 7 of 9 7/29/2013 Section II — Instructions to Bidders be provided to the public agency in a format that is compatible with the information technology systems of the City of Clearwater. 19 BID PROTEST 19.1 RIGHT TO PROTEST: Any actual bidder who is aggrieved in connection with the solicitation or award of a contract may seek resolution of his/her complaints initially with the Purchasing Manager, and if not satisfied, with the City Manager, in accordance with protest procedures set forth in this section. 19.2 PROTEST PROCEDURE: A. A protest with respect to the specifications of an invitation for bid or request for proposal shall be submitted in writing a minimum of five (5) work days prior to the opening of the bid or due date of the request for proposals, unless the aggrieved person could not have been reasonably expected to have knowledge of the facts giving rise to such protest prior to the bid opening or the closing date for proposals. Opening dates for bids or due dates for requests for proposal will be printed on the bid/request document itself. B. Protests in respect to award of contract shall be submitted in writing a maximum of five (5) work days after notice of intent to award is posted, or is mailed to each bidder, whichever is earlier. Notice of intent to award will be forwarded to bidders upon telephonic or written request. Protests of recommended award should cite specific portions of the City of Clearwater Code of Ordinances that have allegedly been violated. C. Exceptions to the five (5) day requirements noted in both A and B above may be granted if the aggrieved person could have not been reasonably expected to have knowledge of the facts giving rise to such protest prior to the bid opening, posting of intent to award, or due date for requests for proposals. Request for exceptions should be made in writing, stating reasons for the exception. D. The Purchasing Manager shall respond to the formal written protest within five (5) work days of receipt. The Purchasing Manager's response will be fully coordinated with the appropriate Department Director and the Assistant City Manager. E. If the protestor is not satisfied with the response from the Purchasing Manager, he /she may then submit in writing within five (5) work days of receipt of that response his /her reason for dissatisfaction, along with copies of his/her original formal protest letter and the response from the Purchasing Manager, to the City Manager. F. The City Manager as Purchasing Agent for the City has the final authority in the matter of protests. The City Manager will respond to the protestor within ten (10) work days of receipt of the appeal. Sectionll.docx Page 8 of 9 7/29/2013 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 Section II — Instructions to Bidders 19.3 PROTEST FEE: When filing a formal protest, the protesting vendor must include a fee in the amount of 5% of the selected vendor's total bid to offset the City's additional expenses related to the protest. This fee shall not exceed $2,500 nor be less than $50. If either the Purchasing Manager or the City Manager upholds the protest, the City will refund 100% of the fee paid. 19.4 STAY OF PROCUREMENT DURING PROTEST: In the event of a timely protest, the Purchasing Manager shall not proceed with the solicitation or award of contract until all administrative remedies have been exhausted or until the City Manager makes written determination that the award of contract without delay is necessary to protect the best interest of the City. 20 TRENCH SAFETY ACT 20.1 The Bidder shall comply with the provisions of the City of Clearwater's Ordinance related to trench digging (Ordinance No. 7918 -08) along with the Florida Trench Safety Act (Sections 553.60 - 553.64, Florida Statutes) and the provisions of the Occupational Safety and Health Administration's (OSHA) excavation safety standards, 29 C.F.R.s 1926.650 Subparagraph P, or current revisions of these laws. 21 CONSTRUCTION SITE EROSION AND SEDIMENT CONTROL MANAGEMENT MEASURES 21.1 The Bidder shall comply with the provisions of the Environmental Protection Agency (EPA) National Pollution Discharge Elimination System (NPDES) stormwater permit and implement stormwater pollution prevention plans (SWPPP's) or stormwater management programs (both using best management practices (BMPs) that effectively reduce or prevent the discharge of pollutants into receiving waters. A. The control of construction- related sediment loadings is critical to maintaining water quality. The implementation of proper erosion and sediment control practices during the construction stage can significantly reduce sediment loadings to surface waters. B. Prior to land disturbance, prepare and implement an approved erosion and sediment control plan or similar administrative document that contains erosion and sediment control provisions. NPDES Management Measures available at City of Clearwater Engineering Environmental Division and EPA websites to help address construction- related Best Management Practices. References EPA website SectionlLdocx Page 9 of 9 7/29/2013 1 SECTION III GENERAL CONDITIONS Table of Contents: 1 DEFINITIONS 2 PRELIMINARY MATTERS 1 5 2.1 DELIVERY OF BONDS AND CERTIFICATES OF INSURANCE 5 2.2 COPIES OF DOCUMENTS 5 2.3 COMMENCEMENT OF CONTRACT TIME/NOTICE TO PROCEED; STARTING THE PROJECT 5 2.4 BEFORE STARTING CONSTRUCTION 6 2.5 PRECONSTRUCTION CONFERENCE 6 2.6 PROGRESS MEETINGS 6 3 CONTRACT DOCUMENTS, INTENT 6 3.1 INTENT 6 3.2 REPORTING AND RESOLVING DISCREPANCIES 7 4 AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POINTS 7 4.1 AVAILABILITY OF LANDS 7 4.2 INVESTIGATIONS AND REPORTS 8 4.3 PHYSICAL CONDITIONS, UNDERGROUND FACILITIES 8 4.4 REFERENCE POINTS 8 5 BONDS AND INSURANCE 9 5.1 PERFORMANCE AND PAYMENT BOND /CONTRACT BOND 9 5.2 INSURANCE REQUIREMENTS 9 5.2.1 COMMERCIAL GENERAL LIABILITY INSURANCE 9 5.2.2 COMMERCIAL AUTOMOBILE LIABILITY INSURANCE 10 5.2.3 WORKERS' COMPENSATION AND EMPLOYER 'S LIABILITY INSURANCE10 5.2.4 PROFESSIONAL LIABILITY /MALPRACTICE /ERRORS OR OMISSIONS INSURANCE 10 5.2.5 CONTRACTOR'S EQUIPMENT /INLAND MARINE /PROPERTY INSURANCE10 5.2.6 BUILDER 'S RISK INSURANCE 10 5.3 OTHER INSURANCE PROVISIONS 10 5.4 WAIVER OF RIGHTS 11 6 CONTRACTORS RESPONSIBILITIES 12 6.1 SUPERVISION AND SUPERINTENDENCE 12 6.2 LABOR, MATERIALS AND EQUIPMENT 12 6.3 SUBSTITUTES AND "OR EQUAL" ITEMS 13 6.4 SUBCONTRACTORS, SUPPLIERS AND OTHERS 14 6.5 USE OF PREMISES 14 6.5.1 STAGING AREAS 15 6.5.2 RESTORATION TIME LIMITS 15 6.6 LICENSE AND PATENT FEES, ROYALTIES AND TAXES 15 Sectionlll.docx i 3/13/2015 6.7 LAWS AND REGULATIONS 16 6.8 PERMITS 16 6.9 SAFETY AND PROTECTION 17 6.10 EMERGENCIES 17 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 6.12 CONTRACTOR'S GENERAL WARRANTY AND GUARANTEE 23 6.13 CONTINUING THE WORK 23 6.14 INDEMNIFICATION 23 6.15 CHANGES IN COMPANY CONTACT INFORMATION 24 7 OTHER WORK 24 7.1 RELATED WORK AT SITE 24 7.2 COORDINATION 24 8 OWNERS RESPONSIBILITY 24 9 OWNER REPRESENTATIVE'S STATUS DURING CONSTRUCTION 25 9.1 OWNERS REPRESENTATIVE 25 9.2 CLARIFICATIONS AND INTERPRETATIONS 25 9.3 REJECTING OF DEFECTIVE WORK 25 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 27 11 CHANGES IN THE CONTRACT PRICE 28 11.1 CHANGES IN THE CONTRACT PRICE 28 11.2 ALLOWANCES AND FINAL CONTRACT PRICE ADJUSTMENT 29 11.3 UNIT PRICE WORK 30 12 CHANGES IN THE CONTRACT TIME 30 13 TESTS AND INSPECTIONS, CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 31 13.1 TESTS AND INSPECTION 31 13.2 UNCOVERING THE WORK 32 13.3 OWNER'S REPRESENTATIVE MAY STOP THE WORK 32 13.4 CORRECTION OR REMOVAL OF DEFECTIVE WORK 32 13.5 WARRANTY /CORRECTION PERIOD 32 13.6 ACCEPTANCE OF DEFECTIVE WORK 33 13.7 OWNER MAY CORRECT DEFECTIVE WORK 33 14 PAYMENTS TO CONTRACTOR AND COMPLETION 34 14.1 APPLICATION FOR PROGRESS PAYMENT 34 14.2 CONTRACTOR'S WARRANTY OF TITLE 34 14.3 REVIEW OF APPLICATIONS FOR PROGRESS PAYMENTS 35 14.4 PARTIAL UTILIZATION 36 Sectionlll.docx ii 3/13/2015 1 1 1 t 1 1 1 1 14.5 FINAL INSPECTION 36 14.6 FINAL APPLICATION FOR PAYMENT 36 14.7 FINAL PAYMENT AND ACCEPTANCE 37 14.8 WAIVER OF CLAIMS 37 15 SUSPENSION OF WORK AND TERMINATION 38 15.1 OWNER MAY SUSPEND THE WORK 38 15.2 OWNER MAY TERMINATE 38 15.3 CONTRACTOR MAY STOP WORK OR TERMINATE 39 16 DISPUTE RESOLUTION 39 17 MISCELLANEOUS 40 17.1 SUBMITTAL AND DOCUMENT FORMS 40 17.2 GIVING NOTICE 40 17.3 NOTICE OF CLAIM 40 17.4 PROFESSIONAL FEES AND COURT COSTS INCLUDED 40 17.5 ASSIGNMENT OF CONTRACT 40 17.6 RENEWAL OPTION 40 17.7 ROLL -OFF CONTAINERS AND /OR DUMPSTERS 41 18 ORDER AND LOCATION OF THE WORK 41 19 MATERIAL USED 41 20 CONFLICT BETWEEN PLANS AND SPECIFICATIONS 41 21 OWNER DIRECT PURCHASE (ODP) 41 21.1 SALES TAX SAVINGS 41 21.2 TITLE AND OWNER RISK 41 21.3 CONTRACTOR'S RECEIPT OF MATERIALS 42 21.4 ODP RECORDS, WARRANTIES AND INDEMNIFICATION 42 22 RESIDENT NOTIFICATION OF START OF CONSTRUCTION 43 22.1 GENERAL 43 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 45 23.5 SIGN COLORING 45 23.6 SIGN PLACEMENT 45 23.7 SIGN MAINTENANCE 45 23.8 TYPICAL PROJECT SIGN 46 24 AWARD OF CONTRACT, WORK SCHEDULE AND GUARANTEE 46 25 SCRUTINIZED COMPANIES AND BUSINESS OPERATIONS WITH CUBA AND SYRIA CERTIFICATION FORM 47 Sectionlll. docx iii 3/13/2015 Section III — General Conditions 1 DEFINITIONS Addenda Written or graphic instruments issued prior to the opening of Bids which clarify, correct or change the Bidding Requirements or the contract documents. Agent Architect, engineer or other outside agency, consultant or person acting on behalf of the City. Agreement The written contract between Owner and Contractor covering the Work to be performed; other Contract Documents are attached to the Agreement and made a part thereof as provided therein. Application for Payment The form accepted by Engineer which is to be used by Contractor in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. Approve The word approve is defined to mean satisfactory review of the material, equipment or methods for general compliance with the design concepts and with the information given in the Contract Documents. It does not imply a responsibility on the part of the Engineer to verify in every detail conformance with the Drawings and Specifications. Bid The offer or proposal of the bidder submitted on the prescribed form setting forth the prices for the work to be performed. Bidding Documents The advertisement or invitation to Bid, instructions to bidders, the Bid form, and the proposed Contact Documents (including all Addenda issued prior to receipt of Bids). Bonds Performance and payment bonds and other instruments of security. Change Order A written order to Contractor signed by Owner and Contractor authorizing an addition, deletion or revision in the Work, or an adjustment in the Contract Price or the Contract Time issued on or after the effective date of the Agreement. City The City of Clearwater, Pinellas County, Florida. Construction Inspector A person who is the authorized representative of the Construction Manager and inspects City construction projects in order to insure the Contractor's work complies with the intent of the Contract Documents. Construction Manager The person who is typically in responsible charge of City construction projects. The Construction Manager assumes responsibility for the management of construction contracts at the Preconstruction Conference. The Construction Manager chairs the Preconstruction Conference and is the authority on any disputes or decisions regarding SectionllLdocx Page 1 of48 3/13/2015 Section III — General Conditions contract administration and performance. The Construction Manager typically acts as the Owner's Representative during construction. Contract Documents The Agreement, Addenda (which pertain to the Contract Documents), Contractor's Bid (including documentation accompanying the bid and any post -Bid documentation submitted prior to the execution of the Agreement) when attached as an exhibit to the Agreement, the Bonds, Instructions to Bidders, these General Conditions, any Supplementary Conditions, the Specifications and the Drawings, any other exhibits identified in the Agreement, together with all Modifications issued after the execution of the Agreement. Contract Price The Contract price constitutes the total compensation (subject to authorized adjustments) payable by Owner to Contractor for performing the Work. Contract Time The number of days or the date stated in the Agreement for the completion of the Work. Contractor The Person with whom the Owner has entered into the Agreement. For the purposes of this contract, the person, firm or corporation with whom this contract or agreement has been made by the City of Clearwater or its duly authorized representative. Critical Path Method Construction Schedule —CPM A graphic format construction schedule that displays construction activities as they relate to one another for the purpose of identifying the most efficient way to perform the work in a timely manner. The critical path identifies which activity is critical to the execution of the schedule. Day A calendar day of twenty -four (24) hours measured from midnight to the next midnight. Defective An adjective which when modifying the word Work refers to Work that is unsatisfactory, faulty or deficient, or does not conform to the Contract Documents or does not meet the requirements of any inspection, reference standard, test or approval referred to in the Contract Documents, or has been damaged prior to Engineers recommendation of final payment. Drawings The drawings, which will be identified in Technical Specifications or the Agreement, which show the character and scope of the Work to be performed and which have been prepared or approved by Engineer and are referred to in the contract documents. Shop drawings are not Drawings as so defined. Engineer The duly appointed representative of the City Manager of the City of Clearwater. For the purposes of this contract, the City Engineer of the City of Clearwater, Pinellas County, Florida, or his authorized representative. For certain projects, the Engineer may serve as the Owner's Representative during construction. Engineer's Consultant A Person having a contract with Engineer to furnish services as Engineer's independent Sectionlll.docx Page 2 of48 3/13/2015 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section III — General Conditions professional associate or consultant with respect to the Project and who is identified as such in the Supplementary Conditions. F.D.O. T Specifications The Standard Specifications for Road and Bridge Construction as issued by the Florida Department of Transportation (latest English edition). Furnish The words "furnish ", "furnish and install ", "install ", and "provide" or words of similar meaning shall be interpreted, unless otherwise specifically stated, to mean "furnish and install complete in place and ready for service ". Inspection The term "inspection" and the act of inspecting means examination of construction to ensure that it conforms to the design concept expressed in the Drawings and Specifications. These terms shall not be construed to mean supervision, superintending or overseeing. Laws and Regulations Any and all applicable laws, rules, regulations, ordinances, codes and orders of any kind of governmental bodies, agencies, authorities and courts having jurisdiction. Liens Liens, charges, security interests or encumbrances upon real property or personal property. Milestone A principal event specified in the contract Documents relating to an intermediate completion date or time prior to the final completion date. Notice to Proceed (NTP) A written notice given by the Owner to the Contractor fixing the date on which the Contract Time will commence to run and on which Contractor shall start to perform his obligations under the Contract Documents. Owner The City of Clearwater, Florida. For the purposes of this contract, the person who is the City's authorized representative from the City's Department with whom will be responsible for the maintenance and operation of the Work once the Work is completed. For certain projects, a designee of the Owner may serve as the Owner's Representative during construction. Owner's Representative Designee of the Owner with authority to act on behalf of the Owner during construction. Person A natural person, or a corporation, partnership, firm, organization, or other artificial entity. Project The total construction of which the Work to be provided under the Contract Documents may be the whole or a part as indicated elsewhere in the Contract Documents. SectionlII.docx Page 3 of 48 3/13/2015 Section III — General Conditions Partial Utilization Use by Owner of a substantially completed part of the Work for the purpose for which is intended (or a related purpose) prior to Final Completion of all the Work. Representative of Contractor The Contractor shall assign a responsible person or persons, one of whom shall be at the construction site at all times that work is progressing. The names and positions of these persons shall be submitted to the City Engineer at the time of the pre - construction conference. This person or persons shall not be changed without written approval of City Engineer. Request for Information (RFI) An official written request for clarification of the intent of the contract documents from the Contractor to the Engineer. Shop Drawing All drawings, diagrams, illustrations, schedules and other data which are specifically prepared by or for Contractor to illustrate some portion of the Work and all illustrations, brochures, standard schedules, performance charts, instructions, diagrams and other information prepared by a supplier and submitted by Contractor to illustrate material or equipment for some portion of the Work. Specifications Those portions of the Contract Documents consisting of written technical descriptions of materials, equipment, construction systems, standards and workmanship as applied to the Work and certain administrative details applicable thereto. Subcontractor A person having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the site. Substantial Completion The Work (or a specified part thereof) which has progressed to the point where, in the opinion of Engineer, as evidenced by Engineer's definitive certificate of Substantial Completion, it is sufficiently complete, in accordance with the Contract documents, so that the Work (or specified part) can be utilized for the purposes for which it is intended; or if no such certificate is issued, when the Work is complete and ready for final payment as evidenced by the Engineer's recommendation of final payment. The terms "substantially complete" and "substantially completed" as applied to all or part of the Work refer to Substantial Completion thereof. Supplementary Conditions The part of the Contract which amends or supplements these General Conditions. Supplier A manufacturer, fabricator, supplier, distributor, material man or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by the Contractor. Surety Any person, firm or corporation which is bound with Contractor and which engages to be responsible for Contractor and his acceptable performance of the Work by a Bid, Performance or Payment Bond. Sectionlll.docx Page 4 of 48 3/13/2015 Section III — General Conditions Underground Facilities All pipelines, conduits, ducts, cables, wires manholes, vaults, tanks, tunnels or other such facilities or attachments, and any encasements containing such facilities which have been installed underground to furnish any of the following services or materials: electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, sewage and drainage removal or treatment, traffic or other control systems or water. Unit Price Work Work to be paid for on the basis of unit prices. Work The entire completed construction or the various separately identifiable parts thereof required to be furnished under the Contract Documents. Work includes and is the result of performing or furnishing labor and incorporating materials and equipment into the construction, and performing or furnishing services and furnishing documents, all as required by the Contract Documents. Work Change Directive A written directive to Contractor, issued on or after the Effective Date of the Agreement and signed by the Engineer, ordering an addition, deletion, or revision in the Work, or responding to differing or unforeseen physical conditions under which the Work is to be performed or emergencies. Work Change Directive will not change the Contract Price or Contract Time, but is evidence that the parties expect that the change directed or documented by a Work Change Directive will be incorporated in a subsequently issued Change Order following negotiations by the parties as to its effect, if any, on the Contract Price or Contract Times. 2 PRELIMINARY MATTERS 2.1 DELIVERY OF BONDS AND CERTIFICATES OF INSURANCE When Contractor delivers the executed Agreements to the Owner, Contractor shall also deliver to the Owner such Bonds and Certificates of Insurance as Contractor may be required to furnish by this contract. 2.2 COPIES OF DOCUMENTS Engineer shall furnish to Contractor one (1) copy of Contract Documents for execution. Additional copies will be furnished, upon request, at the cost of reproduction. 2.3 COMMENCEMENT OF CONTRACT TIME /NOTICE TO PROCEED; STARTING THE PROJECT The Contract Time will commence on the day indicated in the Notice to Proceed. Contractor shall start to perform the work on the date the Contract Time commences to run. No work shall be done at the site prior to the date that the Contract Time commences to run. Pursuant to Section 255.05(1)(b), Florida Statutes, the Notice to Proceed cannot be issued until Contractor provides City with a certified copy of the recorded bond from the Pinellas County Clerk. Sectionlll.docx Page 5 of 48 3/13/2015 Section III — General Conditions 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 commence any work at any time without approved insurance required by these General Conditions. Failure to obtain this insurance will be the sole responsibility of the Contractor. 2.5 PRECONSTRUCTION CONFERENCE After Contract has been fully executed 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. The Contractor shall submit to the Owner's Representative prior to the Notice to Proceed 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 the preconstruction conference and such date can be inserted into the schedule at that time. The Contractor shall also submit 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 submit to the Owner's Representative prior to the Notice to Proceed a completed Emergency Call List and a completed Authorized Signature List. 2.6 PROGRESS MEETINGS The Contractor is required to attend Progress Meetings. These meetings will be scheduled on a weekly, bi- weekly, or monthly basis depending on the needs of the project. The Contractor shall bring to each meeting an updated submittal log, an updated request for information (RFI) log, a look -ahead schedule to cover the project activity from the current meeting to the next meeting, and all material test reports generated in the same time period. 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 Sectionlll.docx Page 6 of 48 3/13/2015 Section III — General Conditions from trade usage as being required to produce the intended result will be furnished and performed whether or not specifically called for. When words or phrases, which have a well - known technical or construction industry or trade meaning, are used to describe Work, materials or equipment, such words or phrases shall be interpreted in accordance with that meaning. Clarifications and interpretations of the Contract Documents shall be issued by the Owner's Representative. Reference to standards, specifications, manuals or codes of any technical society, organization or association, or to the code, Laws or Regulation of any governmental authority, whether such reference be specific or by implication, shall mean the latest standard specification, manual or code, or Laws or Regulations in effect at the time of opening of Bids except as may be otherwise specifically stated in the Contract Documents. However, no provision of any referenced standard specification, manual or code, whether or not specially incorporated by reference in the responsibilities of Owner or Contractor as set forth in the Contract Documents, shall change the duties and responsibilities of Owner, Contractor, Engineer or Owner's Representative, or any of their Agents or employees from those set forth in the Contract Documents. Clarifications and interpretations of the Contract shall be issued by the Owner's Representative. Each and every provision of law and clause required by law to be inserted in these Contract documents shall be deemed to be inserted herein, and they shall be read and enforced as through it were included herein, and if through mistake or otherwise, any such provision is not inserted, or if not correctly inserted, then upon the application of either party, the Contract Documents shall forthwith be physically amended to make such insertion. 3.2 REPORTING AND RESOLVING DISCREPANCIES If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity or discrepancy within the Contract Documents or between the Contract Documents and any provision of any such Law or Regulation applicable to the performance of the Work or of any such standard, specification, manual or code or of any instruction of any Supplier, Contractor shall report it to the Owner's Representative in writing at once, and Contractor shall not proceed with the Work affected thereby (except in an emergency) until an amendment or supplement to Contract Documents has been issued by one of the methods provided in these General Specifications, provided however, that Contractor shall not be liable to Owner, or Owner's Representative for failure to report any such conflict, error, ambiguity or discrepancy unless Contractor knew or reasonably should have known thereof. 4 AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POINTS 4.1 AVAILABILITY OF LANDS The Owner shall furnish, as indicated in the Contract Documents, the lands upon which the Work is to be Performed, rights -of -way, easements, rights of entry 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. Sectionlll.docx Page 7 of 48 3/13/2015 Section III — General Conditions 4.2 INVESTIGATIONS AND REPORTS Reference is made to the Supplementary Conditions and Technical Specifications for identification of those reports of investigations and tests of subsurface and latent physical conditions at the site or otherwise affecting cost, progress or performance of the Work which have been relied upon by Engineer in preparation of the Drawings and Specifications. Such reports are not guaranteed as to accuracy or completeness and are not part of the Contract Documents. Contractor shall promptly notify the Owner's Representative in writing of any subsurface or latent physical conditions at the site, or in an existing structure, differing materially from those indicated or referred to in the Contract Documents. Engineer will promptly review those conditions and advise if further investigation or tests are necessary. Owner or Engineer shall obtain the necessary additional investigations and tests and furnish copies to the Engineer and Contractor. If Engineer finds that the results of such investigations or tests indicate that there are subsurface or latent physical conditions, which differ materially from those, indicated in the contract Documents, and which could not reasonably have been anticipated by Contractor, a work change or Change Order will be issued incorporating the necessary revisions. 4.3 PHYSICAL CONDITIONS, UNDERGROUND FACILITIES The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the site is based on information and data furnished to Owner or Engineer by the owners of such Underground Facilities or by others. Unless otherwise expressly provided in the Contract Documents, Owner and Engineer shall not be responsible for the accuracy or completeness of any such information or data; and the cost of all the following will be included in the Contract Price and contractor shall have full responsibility for: (i) reviewing and checking all such information and data, (ii) locating all Underground Facilities shown or indicated in the Contract Documents, (iii) coordination of the Work with the owners of such Underground Facilities during construction, and (iv) the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. The Contractor is required to call the Sunshine State One Call of Florida prior to any excavation per State regulations and to notify any utility owners who are not a member of the Sunshine State One Call of Florida prior to any excavation. The Sunshine State One Call of Florida 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, unless otherwise noted in the Contract, shall protect and preserve the established reference points and shall make no changes or relocations without the prior written approval of the Owner and Engineer. Contractor shall report to Engineer whenever any reference point is lost or destroyed or requires relocation because of necessary changes in grades or locations, and shall be responsible for the accurate replacement or relocation of such reference points by a surveyor licensed in the State of Florida. The Contractor is referred to the Technical Specifications for more specific information regarding the provision of construction surveys. If a City survey crew is assigned to the project and there is excessive stake replacement caused by negligence of Contractor's forces after initial line and grade have been set, as determined by the Engineer, the Contractor will be charged at the rate of $100.00 per Sectionlll.docx Page 8 of 48 3/13/2015 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section III — General Conditions 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 pursuant to Section 255.05, Florida Statutes in an amount equal to the Contract Price as security for the faithful performance and payment of all Contractor's obligations under the Contract Documents. This bond shall remain in effect at least one year after the date when final payment becomes due, unless a longer period of time is prescribed by laws and regulations or by the Contract Documents. Contractor shall also furnish such other Bonds as are required by the Supplementary Conditions. All Bonds shall be in the form prescribed by the Contract Documents in Section V and shall be executed by such sureties as are named in the current list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Audit Staff, Bureau of Government Financial Operations, U.S. Treasury Department. All bonds signed by an agent must be accompanied by a certified copy of such agents' authority to act. All bonds shall be deemed to contain all of the Conditions of Section 255.05, Florida Statutes, even if such language is not directly contained within the bond and the Surety shall be licensed and qualified to do business in the State of Florida. Owner reserves the right to reject any surety. If the Surety on any Bond furnished by the Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in any state where any part of the Project is located or it ceases to meet the requirements of these Contract Documents, the Contractor shall within five days after notice thereof substitute another Bond and surety, both of which must be acceptable to Owner. 5.2 INSURANCE REQUIREMENTS The Contractor shall, at its own cost and expense, acquire and maintain (and cause any sub- contractors, representatives or agents to acquire and maintain) during the term with the City, sufficient insurance to adequately protect the respective interest of the parties. Coverage shall be obtained with a carrier having an AM Best Rating of A -VII or better. In addition, the City has the right to review the Contractor's deductible or self - insured retention and to require that it be reduced or eliminated. Specifically the Contractor must carry the following minimum types and amounts of insurance on an occurrence basis or in the case of coverage that cannot be obtained on an occurrence basis, then coverage can be obtained on a claims -made basis with a minimum four (4) year tail following the termination or expiration of this Agreement: The following insurance limits may be achieved by a combination of primary and umbrella/excess liability policies. 5.2.1 COMMERCIAL GENERAL LIABILITY INSURANCE Commercial General Liability Insurance coverage, including but not limited to, premises operations, products /completed operations, products liability, contractual liability, advertising injury, personal injury, death, and property damage in the minimum amount of $1,000,000 (one million dollars) per occurrence and $2,000,000 (two million dollars) general aggregate. Sectionlll.docx Page 9 of 4S 3/13/2015 Section III — General Conditions 5.2.2 COMMERCIAL AUTOMOBILE LIABILITY INSURANCE Commercial Automobile Liability Insurance coverage for any owned, non - owned, hired or borrowed automobile is required in the minimum amount of $1,000,000 (one million dollars) combined single limit. 5.2.3 WORKERS' COMPENSATION AND EMPLOYER'S LIABILITY INSURANCE Statutory Workers' Compensation Insurance coverage in accordance with the laws of the State of Florida, and Employer's Liability Insurance in the minimum amount of $100,000 (one hundred thousand dollars) each employee each accident, $100,000 (one hundred thousand dollars) each employee by disease and $500,000 (five hundred thousand dollars) aggregate by disease with benefits afforded under the laws of the State of Florida. Coverage should include Voluntary Compensation, Jones Act, and U.S. Longshoremen's and Harbor Worker's Act coverage where applicable. Coverage must be applicable to employees, contractors, subcontractors, and volunteers, if any. 5.2.4 PROFESSIONAL LIABILITY /MALPRACTICE /ERRORS OR OMISSIONS INSURANCE Professional Liability/Malpractice /Errors or Omissions Insurance coverage appropriate for the type of business engaged in by the Contractor with minimum limits of $1,000,000 (one million dollars) per occurrence. If a claims made form of coverage is provided, the retroactive date of coverage shall be no later than the inception date of claims made coverage, unless prior policy was extended indefinitely to cover prior acts. Coverage shall be extended beyond the policy year either by a supplemental extended reporting period (ERP) of as great a duration as available, and with no less coverage and with reinstated aggregate limits, or by requiring that any new policy provide a retroactive date no later than the inception date of claims made coverage. 5.2.5 CONTRACTOR'S EQUIPMENT /INLAND MARINE /PROPERTY INSURANCE If Contractor is using its own property in connection with the performance of its obligations under this Agreement, then Contractor's Equipment— Inland Marine Insurance and/or Property Insurance on an "All Risks" basis with replacement cost coverage for property and equipment in the care, custody and control of others is recommended. City is not responsible for Contractor's (or any sub - contractors, representatives, or agents) equipment or property. 5.2.6 BUILDER'S RISK INSURANCE The City will provide at its expense, Builder's Risk Insurance for the project to cover all risks of loss in the complete and full value of the project. Contractor agrees to cooperate in a timely manner with providing any information or documentation required for the application and by the carrier as the project proceeds. 5.3 OTHER INSURANCE PROVISIONS SectionlII.docx Page 10 of 48 3/13/2015 Section III — General Conditions Upon approval of this Agreement by City Council, and then annually upon the anniversary date(s) of the insurance policy's renewal date(s) for as long as this Agreement remains in effect, the Contractor will furnish the City with a Certificate of Insurance(s) (using appropriate ACORD certificate, SIGNED by the Issuer, and with applicable endorsements) evidencing all of the coverage set forth above and naming the City as an "Additional Insured." In addition when requested in writing from the City, Contractor will provide the City with certified copies of all applicable policies. The address where such certificates and certified policies shall be sent or delivered is as follows: City of Clearwater Engineering Department Attn: Construction Office Specialist P.O. Box 4748 Clearwater, FL 33758 -4748 1. Contractor shall provide thirty (30) days written notice of any cancellation, non - renewal, termination, material change or reduction in coverage. 2. Contractor's insurance as outlined above shall be primary and non - contributory coverage for Contractor's negligence. 3. Contractor reserves the right to appoint legal counsel to provide for the Contractor's defense, for any and all claims that may arise related to Agreement, work performed under this Agreement, or to Contractor's design, equipment, or service. Contractor agrees that the City shall not be liable to reimburse Contractor for any legal fees or costs as a result of Contractor providing its defense as contemplated herein. The stipulated limits of coverage above shall not be construed as a limitation of any potential liability to the City, and the City's failure to request evidence of this insurance shall not be construed as a waiver of Contractor's (or sub - contractors, representatives, or agents) obligation to provide the insurance coverage specified. 54 WAIVER OF RIGHTS The Owner and Contractor intend that all policies purchased in accordance with Article on Insurance will protect the Owner, Contractor, Subcontractors, Engineer, Engineer's Consultants and all other persons or entities identified in the Supplementary Conditions to be listed as insured or additional insured in such policies and will provide primary coverage for all losses and damages caused by the perils covered thereby. All such policies shall contain provisions to the effect that in the event of payment of any loss or damage the insurers will have no rights of recovery against any of the insured or additional insured thereunder, the Owner and Contractor waive all rights against each other and their respective officers, directors, employees and agents for all losses and damages caused by, arising out of or resulting from any of the perils covered by such policies and any other property insurance applicable to the work; and, in addition, waive all such rights against Sub - contractors, Engineer, Engineer's Consultants and all other persons or entities identified in the Supplementary Conditions to be listed as insured or additional insured under such policies for losses and damages so caused. None of the above waivers shall extend to the rights that any party making such waiver may have to the proceeds of insurance otherwise payable under any policy so issued. In addition, the Owner waives all rights against Contractor, Subcontractors, Engineer, Engineer's Consultant and the officers, directors, employees and agents of any of them for: (i) loss due to business interruption, loss of use or other consequential loss extending beyond direct physical loss or damage to the Owner property or the Work caused by, arising out of or resulting from fire or other peril, whether or not insured by the Owner and; (ii) loss or damage to the completed Project or part thereof caused by, arising out of or resulting SectionllLdocx Page 11 of 48 3/13/2015 Section III — General Conditions from fire or other insured peril covered by any property insurance maintained on the completed Project or part thereof by the Owner during partial utilization, after substantial completion or after final payment. 6 CONTRACTORS RESPONSIBILITIES 6.1 SUPERVISION AND SUPERINTENDENCE Contractor shall supervise, inspect and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences and procedures of construction. Contractor shall not be responsible for the negligence of others in the design or specification of a specific means, method, technique, sequence or procedure of construction which is shown or indicated in and expressly required by the Contract Documents. Contractor shall be responsible to see that the completed work complies accurately with the Contract Documents. Contractor shall keep on the work at all times during its progress a competent resident superintendent, who shall not be replaced without notice to the Owner's Representative except under extraordinary circumstances. The superintendent will be Contractor's representative at the site and shall have authority to act on behalf of Contractor. All communications to the superintendent shall be as binding as if given to Contractor. The Contractor's superintendent shall keep a mobile cell phone on his person so he can be contacted whenever necessary. Contractor shall employ only competent persons to do the work and whenever the Owner's Representative shall notify Contractor, in writing, that any person on the work appears to be incompetent, unfaithful, disorderly, disrespectful 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 represents the City of Clearwater and shall conduct themselves in a professional manner to the public at all times. Contractor shall reimburse Owner for additional engineering and inspection costs incurred as a result of overtime work in excess of the regular working hours or on the Owner normally approved holidays. At such times when Inspector overtime is required, the Contractor shall sign an overtime slip documenting such hours and the Contractor shall be provided a copy for his records. At the end of the project and prior to payment of withheld retainage funds, the Contractor shall deliver to the Owner a check made out to the Owner of Clearwater for full reimbursement of all Inspector overtime hours. Withheld retainage shall not be released until the Owner has received this check. Minimum number of chargeable hours for inspection costs on weekends or holidays shall be four hours. The cost of overtime inspection per hour shall be $80.00 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 Sectionlll.docx Page 12 of 48 3/13/2015 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section III — General Conditions 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. Contractor shall adhere to the Community Development Code, Section 3 -1508 regarding noise restrictions from 6:00 p.m. to 7:00 a.m. any day and all day Sunday. Contractor will not permit overtime work or the performance of work on Saturday, Sunday, or any legal holiday without Owner consent given after prior notice to Engineer. Unless otherwise specified in the General Requirements, Contractor shall furnish and assume full responsibility for all materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the furnishing, performance, testing, start-up and completion of the Work. All materials and equipment installed in the Work shall be of good quality and new, except as otherwise provided in the Contract Documents. If required by Engineer, Contractors shall furnish satisfactory evidence (including reports of required tests) as to the quality of materials and equipment. The Contractor shall provide suitable and secure storage for all materials to be used in the Work so that their quality shall not be impaired or injured. Materials that are improperly stored, may be rejected by the Engineer without testing. All materials and equipment shall be applied, installed, connected, erected, used, cleaned and conditioned in accordance with the instructions of the applicable manufacturer, fabricator, supplier, or distributor, except as otherwise provided in the Contract Documents. The City of Clearwater, at its sole discretion, reserves the right to purchase major equipment to be incorporated into the Work under the Owner Direct Purchase (ODP) Option, per Section III, Article 21. 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, it may be considered as a proposed substitute item. Contractor shall submit sufficient information as required by the Engineer to allow the Engineer to determine that the item of material or equipment proposed is essentially equivalent to that named and is an acceptable substitute therefore. Request for review of proposed substitute and "or equal" will be not be accepted by Engineer from anyone other than Contractor. Request for substitute and "or equal" items by Contractor must be submitted in writing to Owner's Representative and will contain all information as Engineer deems necessary to make a determination. Request for substitute shall identify why a substitute is submitted and include advantages to the Owner. 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 SectionllI.docx Page 13 of 48 3/13/2015 Section III — General Conditions evaluate each proposal or submittal made per this paragraph. Engineer will be sole judge of acceptability. 6.4 SUBCONTRACTORS, SUPPLIERS AND OTHERS The Contractor shall deliver to the Owner's Representative before or at the preconstruction conference a list of all Subcontractors, suppliers and other persons and organizations proposed by the Contractor for Work to be performed on the Project. The Contractor shall include with this list the qualifications and references for each Subcontractor, supplier or other person and organization for review and approval. Any changes to this list must be submitted to the Owner's Representative for approval prior to the substitution of any Subcontractors, suppliers or other persons and organizations before performing any Work on the Project for the Contractor. Contractor shall be fully responsible to Owner and Engineer for all acts and omissions of the Subcontractors, Suppliers and other persons performing or furnishing any of the work under a direct or indirect contract with Contractor just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents shall create for the benefit of any such Subcontractor, Supplier or other person any contractual relationship between Owner or Engineer and any Subcontractor, Supplier or other person, nor shall it create any obligation on the part of Owner or Engineer to pay or to see to the payment of any moneys due any such Subcontractor, Supplier or other person. Contractor shall be solely responsible for scheduling and coordinating the work of Subcontractors, Suppliers and other persons performing or furnishing any of the work under a direct or indirect contract with Contractor. Contractor shall require all Subcontractors, Suppliers and such other persons performing or furnishing any of the work to communicate with the Engineer through Contractor. The divisions and sections of the Specifications and the identifications of any Drawings shall not control Contractor in dividing the work among Subcontractors or Suppliers or delineating the work to be performed by any specific trade. 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 obj ection. Owner or Engineer will not undertake to settle any differences between Contractor and his Subcontractors or between Subcontractors. 6.5 USE OF PREMISES Contractor shall confine construction equipment, the storage of materials and equipment and the operations of works to the site and land areas identified in and permitted by the Contract Documents on other land areas permitted by Laws and Regulations, right -of -way, permits and easements, and shall not unreasonably encumber the premises with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof or of any adjacent land or areas, resulting Sectionlll.docx Page 14 of 48 3/13/2015 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section III — General Conditions from the performance of the Work. Should any claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly settle with such other party by negotiation or otherwise resolve the claim by arbitration or other dispute resolution proceed in or at law. Contractor shall, to the fullest extent permitted by Laws and Regulations, indemnify and hold harmless Owner, Engineer, Engineer's Consultant and their officials, directors, employees and agents from and against all claims, costs, losses and damages arising out of or resulting from any claim or action, legal or equitable, brought by any such owner or occupant against Owner, Engineer or any other party indemnified hereunder to the extent caused by or based upon Contractor's performance of the Work. During the progress of the Work, Contractor shall keep the premises free from accumulations of waste materials, rubbish and other debris resulting from the Work. At the completion of the Work or at intervals established by the Engineer, Contractor shall remove all waste materials, rubbish and debris from and about the premises as well as all tools, appliances, construction equipment and machinery and surplus materials. Contractor shall restore to original condition all property not designated for alteration by the Contract Documents. 6.5.1 STAGING AREAS The Contactor shall obtain and deliver to the City written permission for the use of all staging and storage areas outside of the Limits of Construction. Use of right of way within the limits of construction must be approved by the City. All applicable erosion control, tree barricade and restoration, including time limits, specifications, etc., must be followed. 6.5.2 RESTORATION TIME LIMITS The timely restoration of all impacted areas, especially right -of -ways, is very important to the Citizens of Clearwater; therefore these time limits are imposed: • Debris piles shall be removed within five (5) consecutive calendar days. • Concrete driveways and sidewalks shall be replaced within ten (10) consecutive calendar days of removal. Resident access shall be maintained at all times. • All arterial and collector roadways shall be restored ASAP. • Local streets and asphalt driveways shall be restored as soon as a sufficient quantity is generated, however, this is never to exceed fifteen (15) consecutive calendar days. Local and resident access shall be maintained at all times. • Any irrigation systems or components damaged or impacted by construction activities shall be repaired or replaced "in- kind" within forty-eight (48) hours to minimize the loss of turfgrass or landscape plantings, particularly during periods of drought. • Sod must be restored "in- kind" within fourteen (14) consecutive calendar days of a successful pipe pressure test, removal of concrete forms, backfill of excavations, replacement of driveways or sidewalks or other project specific milestone. It must be watered for a period of thirty (30) days after it is placed. Erosion control and dust control of denuded areas must be maintained at all times. If the project or a portion of it does not involve right -of ways, then a different schedule of sod restoration may be considered. 6.6 LICENSE AND PATENT FEES, ROYALTIES AND TAXES Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the work or the incorporation in the Work of any invention, design, process, Sectionlll.docx Page 15 of 48 3/13/2015 Section III — General Conditions product or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product or device is specified in the Contract Documents for use in the performance of the work and if to the actual knowledge of Owner or Engineer its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by Owner or Engineer in the Contract Documents. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless Owner, Engineer, Engineer's Consultants and the officers, directors, employees, agents and other consultants of each and any of them from and against all claims, costs, losses and damages arising out of or resulting from any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product or device not specified in the Contract Documents, and shall defend all such claims in connection with any alleged infringement of such rights. Contractor shall pay all sales, consumer, use and other taxes required to be paid by Contractor in accordance with the Laws and Regulations of the State of Florida and other governmental agencies, which are applicable during the performance of the work. 6.7 LAWS AND REGULATIONS Contractor shall give all notices and comply with all Laws and Regulations applicable to furnishing and performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, neither Owner nor Owner's Representative shall be responsible for monitoring Contractor's compliance with any Laws or Regulations. If Contractor performs any work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses and damages caused by or arising out of such work: however, it shall not be Contractor's primary responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations to the Owner to report and resolve discrepancies as described above. When City projects include Federal or State funding, the requirements of Executive Order 11 -02 shall be adhered to utilizing the Homeland Security E- Verify System to verify employment eligibility. 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, Clearwater Building Permit Fees will be waived. Sectionlll.docx Page 16 of 48 3/13/2015 1 1 1 1 1 1 w 1 1 1 1 1 1 1 1 1 1 Section III — General Conditions 6.9 SAFETY AND PROTECTION Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: (i) all persons on the work site or who may be affected by the work, (ii) all the Work and materials and equipment to be incorporated therein, whether in storage on or off the site; and (iii) other property at the site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities and Underground Facilities not designated for removal, relocation or replacement in the course of construction. In the event of temporary suspension of the work, or during inclement weather, or whenever Owner's Representative may direct; Contractor shall, and shall cause Subcontractors, to protect carefully the Work and materials against damage or injury from the weather. If, in the opinion of the Owner's Representative, any portion of Work or materials shall have been damaged or injured by reason of failure on the part of the Contractor or any Subcontractors to so protect the Work, such Work and materials shall be removed and replaced at the expense of Contractor. The Contractor shall initiate and maintain an accident prevention program which shall include, but shall not be limited to the establishment and supervision of programs for the education and training of employees in the recognition, avoidance and prevention of unsafe conditions and acts. Contractor shall provide first aid services and medical care to his employees. The Contractor shall develop and maintain an effective fire protection and prevention program and good housekeeping practices at the site of contract performance throughout all phases of construction, repair, alteration or demolition. Contractor shall require appropriate personal protective equipment in all operations where there is exposure to hazardous conditions. The Engineer may order that the work stop if a condition of immediate danger to the Owner's employees, equipment or if property damage exists. This provision shall not shift responsibility or risk of loss for injuries of damage sustained from the Contractor to Owner, and the Contractor shall remain solely responsible for compliance with all safety requirements and for the safety of all persons and property at the site of Contract performance. The Contractor shall instruct his employees required to handle or use toxic materials or other harmful substances regarding their safe handling and use. The Contractor shall take the necessary precautions to protect pedestrians and motorists from harm, and to prevent disruptions of such traffic due to construction activity. Contractor shall comply with all applicable Laws and Regulations of any public body having jurisdiction for safety of persons or property and to protect them from damage, injury or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and utility owners when execution of the work may affect them, and shall cooperate with them in the protection, removal, relocation and replacement of their property. All damage, injury or loss to any property caused, directly or indirectly, in whole or part, by Contractor, any Subcontractor, Supplier or any other person or organization directly or indirectly employed by any of them to perform or furnish any of the work or anyone for whose acts any of them may be liable, shall be remedied by Contractor. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and Engineer has issued a notice to Owner and Contractor that the Work is acceptable. 6.10 EMERGENCIES In emergencies affecting the safety or protection of persons or the Work or property at the site or adjacent thereto, Contractor, with or without special instruction or authorization from Owner or SectionllLdocx Page 17 of 48 3/13/2015 Section III — General Conditions the Owner's Representative, is obligated to act to prevent damage, injury or loss. Contractor shall give Engineer prompt written notice if Contractor believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby. If the Owner's Representative determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Work Change Directive or Change Order will be issued to document the consequences of such action. 6.11 DRAWINGS 6.11.1 SHOP DRAWINGS, SAMPLES, RFIs, and SUBMITTAL REVIEW Contractor shall submit Shop Drawings to Engineer for review and approval as called for in the Technical Specifications or required by the Engineer. The data shown on the Shop Drawings will be complete with respect to quantities, dimensions, specified performance and design criteria, materials and similar data to show Engineer the materials and equipment Contractor proposes to provide and to enable Engineer to review the information. Contractor shall also submit Samples to Engineer for review and approval. Before submitting each Shop Drawing or Sample, Contractor shall have determined and verified: (i) all field measurements, quantities, dimensions, specified performance criteria, installation requirements, materials, catalog numbers and similar information with respect thereto, (ii) all materials with respect to intended use, fabrication, shipping, handling, storage, assembly and installation pertaining to the performance of the Work, and (iii) all information relative to Contractor's sole responsibilities in respect to means, methods, techniques, sequences and procedures of construction and safety precautions and programs incident thereto. Contractor shall also have reviewed and coordinated each Shop Drawing or Sample with other Shop Drawings and Samples with the requirements of the Work and the Contract Documents. Each submittal will have a transmittal cover sheet identifying the shop drawing name, number, and technical specification reference; 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 shall receive updated copies at each progress meeting, and the Engineer shall respond to each submittal within fourteen (14) consecutive calendar days. The Contractor shall maintain a request for information (RFI) log as mentioned in Article 2.5. The Engineer shall receive updated copies at each progress meeting, and the Engineer shall respond to each RFI within fourteen (14) 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 Sectionlll.docx Page 18 of 48 3/13/2015 1 1 1 1 r 1 1 1 1 1 1 1 1 1 1 1 Section III — General Conditions precautions or programs incident thereto. The review and approval of a separate item as such will not indicate approval of the assembly in which the item functions. Contractor shall make corrections required by Engineer, and shall return the required number of corrected copies of Shop Drawings and submit as required new Samples for review and approval. Contractor shall direct specific attention in writing to revisions other than the corrections called for by Engineer on previous submittals. Engineer's review and approval of Shop Drawings or Samples shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has in writing called Engineer's attention to each such variation at the time of submission and Engineer has given written approval of each such variation by specific written notation thereof incorporated in or accompanying the Shop Drawing or Sample approval; nor will any approval by the Engineer relieve the Contractor from responsibility for complying with the requirements of paragraph above discussing field measurements by the Contractor. Contractor shall furnish required submittals with complete information and accuracy in order to achieve required approval of an item within two (2) submittals. Owner's Representative reserves the right to backcharge Contractor, for Engineer's costs for resubmittals that account for a number greater than twenty percent (20 %) of the total number of first time submittals, per the approved initial submittal log. Owner's Representative reserves the right to backcharge Contractor for all third submittals. The number of first time submittals shall be equal to the number of submittals agreed to by Engineer and Contractor. All costs to Engineer involved with subsequent submittal of Shop Drawings, Samples or other items requiring approval will be backcharged to Contractor at the rate of 3.0 times direct technical labor cost by deducting such costs from payments due Contractor for Work completed. In the event that Contractor requests a substitution for a previously approved item, all of Engineer's costs in the reviewing and approval of the substitution will be backcharged to Contractor, unless the need for such substitution is beyond the control of Contractor. 6.11.2 AS -BUILT DRAWINGS The Contractor shall keep and maintain one set of blueprints, As -Built Drawings, in good order and legible condition to be continuously marked -up at the job site. The Contractor shall mark and annotate neatly and clearly all project conditions, locations, configurations and any other changes or deviations which may vary from the details represented on the original Contract Plans, including revisions made necessary by Addenda, Shop Drawings, and Change Orders during the construction process. The Contractor shall record the horizontal and vertical locations, in the plan and profile, of all buried utilities that differ from the locations indicated or which were not 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 redline 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. Sectionlll.docx Page 19 of 48 3/13/2015 Section III — General Conditions Prior to placing new potable water mains in service, the Contractor shall provide the Engineer intersection drawings, as specified for the water mains. The Owner's acceptance of the "As -Built Drawings" does not relieve the Contractor of the sole responsibility for the accuracy and completeness of the As -Built Drawings. 6.11.2.1 General The Contractor shall prepare an "AS -BUILT SURVEY" per chapter 5J- 17.052, Florida Administrative Code (see definition below), signed and sealed by a Florida registered land surveyor. The contractor will deliver to the Owner two hard copies of signed and sealed As -Built Drawings and an AutoCAD file. 5J- 17.050 Definition: (10)(a) As -Built Survey: a survey performed to obtain horizontal and /or vertical dimensional data so that constructed improvements may be located and delineated: also knonw as Record Survey. This survey shall be clearly titled "As -Built Survey" and shall be signed and sealed by a Florida registered land surveyor. The survey must be delivered to the Owner of Clearwater Construction Division upon substantial completion of the project. If this condition is not met, the Owner will procure the services of a Professional Surveyor and Mapper registered in the State of Florida and will back charge the contractor a fee of $1,800 per day or any portion thereof to provide the Owner with the required As -Built Survey. 6.11.2.2 Sanitary and Storm Sewer Piping Systems 1. Manholes and inlets shall be located by survey coordinates (northing, easting and elevation) based on the approved horizontal and vertical datum or utilize the stationing supplied on the construction plans. New and replaced service connections shall be dimensioned to the nearest downstream manhole. All manholes, cleanouts and catch basin invert and rim elevations, manhole and catch basin dimensions, pipe sizes, and pipe material shall also be noted on the plan view and also on the profile if one exists. The terminal ends of all subdrains, inverts of all pipe in structures, and the flow line of inlets shall also be noted on the plan view and also on the profile if one exists. 2. Pipe materials and areas of special construction shall be noted. 6.11.2.3 Pressure Pipe construction (Water, Reclaimed Water, Forcemain) All pipes shall be located by survey coordinates (northing, easting and elevation) based on the approved horizontal and vertical datum or utilize the stationing supplied on the construction plans. Coordinates shall be at all pipe bends, tees, valves, reducers, and deflections. Also all new and replaced service connections for potable and reclaimed water will be located as described above. Additionally there must be survey coordinates no further than 100 feet apart on linear type construction and shall denote top of pipe elevation at those points. 6.11.2.4 Electrical and Control Wiring The as -built drawings shall include all changes to the original Contract Plans. The as -built drawings shall also include the size, color, and number of wires and conduit. For projects where this information is too voluminous to be contained on the blueline prints, the Contractor shall prepare supplemental drawings, on same size sheets as the blueline prints, showing the additional conduit runs, 1 -line diagrams, ladder diagrams, and other information. The wiring schematic Sectionlll.docx Page 20 of 48 3/13/2015 1 1 r 1 1 1 r 1 1 1 1 1 1 1 1 1 Section III — General Conditions diagrams shall show termination location and wiring identification at each point on the ladder diagram. 6.11.2.5 Horizontal and Vertical Control The As -Built survey shall be based on the original datum used for the construction design plans or if required by the Owner the datum shall be referenced to the North American Datum of 1983/90 (horizontal) and the North American Vertical Datum of 1988. The unit of measurement shall be the United States Foot. Any deviation or use of any other datum, (horizontal and or vertical), must be approved by the Owner of Clearwater Engineering Department. 6.11.2.6 Standards The As -Built survey shall meet the Minimum Technical Standards per Chapter 5J -17 and the Clearwater CAD STANDARDS set forth below. In addition to locating all improvements that pertain to the as -built survey it is the requirement of the Owner to have minimum location points at every change in direction and no more than 100 feet apart on all pressure pipes. 6.11.2.7 Other The As -Built drawings shall reflect any differences from the original Contract Plans, in the same level of detail and units of dimensions as the Plans. CAD STANDARDS Layer Naming Prefixes and Suffixes DI prefix denotes digitized or scanned entities EP prefix denotes existing points - field collected EX prefix denotes existing entities - line work and symbols PR prefix denotes proposed entities - line work and symbols FU prefix denotes future entities (proposed but not part of this contract) - line work and symbols TX suffix denotes text — use for all text, no matter the prefix 6.1 1.3.1.2 Laver Naming Definitions: GAS gas lines and appurtenances ELEC power lines and appurtenances PHONE telephone lines and appurtenances CABLE cable TV lines and appurtenances BOC curbs WALK sidewalk WATER water lines and appurtenances, sprinklers Sectionlll.docx Page 21 of 48 3/13/2015 Section III — General Conditions STORM storm lines and appurtenances TREES trees, bushes, planters SANITARY sanitary lines and appurtenances FENCE all fences BLDG buildings, sheds, finished floor elevation DRIVE driveways EOP edge of pavement without curbs TRAFFIC signal poles, control boxes TOPBANK top of bank TOESLOPE toe of slope TOPBERM top of berm TOEBERM toe of berm SEAWALL seawall CONCSLAB concrete slabs WALL walls, except seawall SHORE shoreline, water elevation CL centerline of road CLD centerline of ditch CLS centerline of swale CORNER property corners, monumentation BENCH benchmark, temporary benchmarks Other layers may be created as required, using above format. 6.11.3.2 Layer Properties All layers will use standard AutoCAD linetypes, bylayer. All layers will use standard AutoCAD colors, bylayer. 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 times the plot scale. Text style for PR and FU layers will use the simplex font, oblique angle height of .010 times the plot scale. a text height of .008 of 22.5 °, and a text Sectionlll.docx Page 22 of 48 3/13/2015 1 1 I 1 1 1 1 Section III — General Conditions 6.11.4 DELIVERABLES: The as -built survey shall be produced on bond material, 24" x 36" at a scale of 1"=20' unless approved otherwise. The consultant shall deliver two hard copies and one digital copy of all drawings. Acceptable file formats include: DWG, of a shape file. Please address any questions regarding format to Mr. Tom Mahony, at (727) 562 -4762 or e -mail address Thomas.Mahony @myClearwater.com. 6.12CONTRACTOR'S GENERAL WARRANTY AND GUARANTEE Contractor warrants and guarantees to Owner, Engineer and Engineer's Consultants that all Work will be in accordance with the Contract Documents and will not be defective. Contractor's warranty and guarantee hereunder includes defects or damage caused by abuse, vandalism, modification or operation by persons other than Contractor, Subcontractors or Suppliers. Until the acceptance of the Work by the Owner, the Work shall be under the charge and care of the Contractor, and he shall take every necessary precaution against injury or damage to any part thereof by action of the elements, or from any other cause whatsoever, arising from the execution or non - execution of the Work. The Contractor shall rebuild, repair and make good, at his own expense, all injuries or damages to any portion of the Work occasioned by any cause before its completion and final acceptance by the Owner. In addition, "the Contractor shall remedy any defects in the work at his own expense and pay for any damage to other work resulting therefrom which appear within a period of one year from the date of final acceptance ". Contractor's warranty and guarantee hereunder excludes improper maintenance and operation by Owner's employees and normal wear and tear under normal usage for any portion of the Work, which has been partially accepted by the Owner for operation prior to final acceptance by the Owner. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: (i) observations by Owner's Representative, (ii) recommendation of any progress or final payment by Owner's Representative, (iii) the issuance of a certificate of Substantial Completion or any payment by the Owner to contractor under the Contract Documents, (iv) use or occupancy of the Work or any part thereof by Owner, (v) any acceptance by Owner or any failure to do so, (vi) any review and approval of a Shop Drawing or Sample submittal or the issuance of a notice of Acceptance by the Engineer. 6.13CONTINUING 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. 6.14INDEMNIFICATION To the fullest extent permitted by law, Contractor agrees to defend, indemnify, and hold the City, its officers, agents, and employees, harmless from and against any and all liabilities, demands, claims, suits, losses, damages, causes of action, fines or judgments, including costs, attorneys', witnesses', and expert witnesses' fees, and expenses incident thereto, relating to, arising out of, or resulting from: (i) the services provided by Contractor personnel under this Agreement; (ii) any negligent acts, errors, mistakes or omissions by Contractor or Contractor personnel; and (iii) Sectionlll.docx Page 23 of 48 3/13/2015 Section III — General Conditions Contractor or Contractor personnel's failure to comply with or fulfill the obligations established by this Agreement. Contractor will update the City during the course of the litigation to timely notify the City of any issues that may involve the independent negligence of the City that is not covered by this indemnification. The City assumes no liability for actions of Contractor and will not indemnify or hold Contractor or any third party harmless for claims based on this Agreement or use of Contractor- provided supplies or services. Notwithstanding anything contained herein to the contrary, this indemnification provision shall not be construed as a waiver of any immunity to which Owner is entitled or the extent of any limitation of liability pursuant to § 768.28, Florida Statutes. Furthermore, this provision is not intended to nor shall be interpreted as limiting or in any way affecting any defense Owner may have under § 768.28, Florida Statutes or as consent to be sued by third parties. 6.15CHANGES IN COMPANY CONTACT INFORMATION Contractor shall notify Owner by US mail addressed to the City Engineer of any changes in company contact information. This includes: contact phone, address, project manager, email addresses, etc. 7 OTHER WORK 7.1 RELATED WORK AT SITE The City reserves the right to have its own forces enter the construction site at any time and perform work as necessary in order to perform infrastructure repair or maintenance, whether related to the project or not. The Contractor will allow complete access to all utility owners for these purposes. The City may have its own forces perform new work related to the project, however, this work will be identified in the Contract Scope of Work and coordination will be such that this activity is denoted in the Contractor's CPM Schedule so as not to cause any delays or interference with the Contractor's work or schedule. 7.2 COORDINATION If the Owner contracts with others for the performance of other work on the Project at the site, the following will be set forth in the Scope of Work: (i) the person who will have authority and responsibility for coordination of the activities among the various prime contractors will be identified; (ii) the specific matters to be covered by such authority and responsibility will be itemized; and (iii) the extent of such authority and responsibilities will be provided. Unless otherwise provided in the Supplementary Conditions, the Owner shall have sole authority and responsibility in respect of such coordination. 8 OWNERS RESPONSIBILITY Except as otherwise provided in these General Conditions, the Owner shall issue all communications from the Owner to the Contractor through Owner's Representative. Sectionlll.docx Page 24 of 48 3/13/2015 Section III — General Conditions The Owner shall furnish the data required of the Owner under the Contract Documents promptly and shall make payments to Contractor promptly when they are due as provided in these General Conditions. The Owner is obligated to execute Change Orders as indicated in the Article on Changes In The Work. The Owner's responsibility in respect of certain inspections, tests, and approvals is set forth in the Article on Tests and Inspections. In connection with the Owner's right to stop work or suspend work, see the Article on Engineer may Stop the Work. The Article on Suspension of Work and Termination deals with the Owner's right to terminate services of Contractor under certain circumstances. Owner shall not supervise, direct or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences or procedures of construction or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the furnishing or performance of the Work. The Owner will not be responsible for Contractor's failure to perform or furnish the Work in accordance with the Contract Documents. 9 OWNER REPRESENTATIVE'S STATUS DURING CONSTRUCTION 9.1 OWNERS REPRESENTATIVE Dependent of the project type, the Owner's Representative during the construction period will either be the Construction Manager, the Engineer, or a designee of the Project's Owner. The duties, responsibilities and the limitations of authority of Owner's Representative during construction are set forth in the Contract Documents and shall not be extended without written consent of Owner and Engineer. 9.2 CLARIFICATIONS AND INTERPRETATIONS Engineer will issue with reasonable promptness such written clarifications or interpretations of the requirements of the Contract Documents regarding design issues only, in the form of Submittal responses, RFI responses, Drawings or otherwise, as Engineer may determine necessary, which shall be consistent with the intent of and reasonably inferable from Contract Documents. All other clarifications and interpretations of the Contract Documents shall be issued form the Owner's Representative. Such written clarifications and interpretations will be binding on the Owner and Contractor. If Contractor believes that a written clarification or interpretation justifies an adjustment in the Contract Price or the Contract Time and the parties are unable to agree to the amount or extent thereof, if any, Contractor may make a written claim therefore as provided in the Articles for Change of Work and Change of Contract Time. 9.3 REJECTING OF DEFECTIVE WORK The Owner's Representative or the Engineer will have authority to disapprove or reject Work which Owner's Representative or the Engineer believes to be defective, or that Owner's Representative or the Engineer believes will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. The Owner's Sectionlll.docx Page 25 of 48 3/13/2015 Section III — General Conditions Representative or the Engineer will also have authority to require special inspection or testing of the Work whether or not the Work is fabricated, installed or completed. 9.4 SHOP DRAWINGS, CHANGE ORDERS, AND PAYMENTS In connection with Engineer's authority as to Shop Drawings and Samples, see articles on Shop Drawings and Samples. In connection with Owner's Representative authority as to Change Orders, see the articles on Changes of Work, Contract Price and Contract Time. In connection with Owner's Representative authority as to Applications for Payment, see the articles on Payments to Contractor and Completion. 9.5 DECISIONS ON DISPUTES The Owner's Representative will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the work thereunder. Claims, disputes and other matters relating to the acceptability of the work or the interpretation of the requirements of the Contract Documents pertaining to the performance and furnishing of the work and Claims under the Articles for Changes of Work, Changes of Contract Time and Changes of Contract Price will be referred initially to Owner's Representative in writing with a request for a formal decision in accordance with this paragraph. Written notice of each such claim, dispute or other matter will be delivered by the claimant to Owner's Representative and the other party to the Agreement promptly, but in no event later than thirty (30) days, after the start of the occurrence or event giving rise thereto, and written supporting data will be submitted to Owner's Representative and the other party within sixty (60) days after the start of such occurrence or event unless Owner's Representative allows an additional period of time for the submission of additional or more accurate data in support of such claim, dispute or other matter. The opposing party shall submit any response to Owner's Representative and the claimant within thirty (30) days after receipt of the claimant's last submittal, unless Owner's Representative allows additional time. Owner's Representative will render a formal decision in writing within thirty (30) days after receipt of the opposing party's submittal, if any, in accordance with this paragraph. Owner Representative's written decision on such claim, dispute or other matter will be final and binding upon the Owner and Contractor unless (i) an appeal from Owner Representative's decision is taken within thirty (30) days of the Owner Representative's decision, or the appeal time which may be stated in a Dispute Resolution Agreement between Owner and Contractor for the settlement of disputes or (ii) if no such Dispute Resolution Agreement has been entered into, a written notice of intention to appeal from Owner Representative's written decision is delivered by the Owner or Contractor to the other and to Owner's Representative within thirty (30) days after the date of such decision and a formal proceeding is instituted by the appealing party in a forum of competent jurisdiction to exercise such rights or remedies as the appealing party may have with respect to such claim, dispute or other matter in accordance with applicable Laws and Regulations within sixty (60) days of the date of such decision, unless otherwise agreed in writing by the Owner and Contractor. When functioning as interpreter and judge, Owner's Representative will not show partiality to the Owner or Contractor and will not be liable in connection with any interpretation or decision rendered in good faith in such capacity. The rendering of a decision by Owner's Representative with respect to any such claim, dispute or other matter will be a condition precedent to any exercise by the Owner or Contractor of such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulations in respect of any such claim, dispute or other matter pursuant the Article on Dispute Resolution. SectionIILdocx Page 26 of 48 3/13/2015 Section III — General Conditions 9.6 LIMITATIONS ON OWNER REPRESENTATIVE'S RESPONSIBILITIES Neither Owner Representative's authority or responsibility under this paragraph or under any other provision of the Contract Documents nor any decision made by Owner's Representative in good faith either to exercise or not exercise such authority or responsibility or the undertaking, exercise or performance of any authority or responsibility by Owner's Representative shall create, impose or give rise to any duty owed by Owner's Representative to Contractor, any Subcontractor, any Supplier, any other person or organization or to any surety for or employee or agent of any of them. Owner's Representative will not supervise, direct, control or have authority over or be responsible for Contractor's means, methods, techniques, sequences or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the furnishing or performance of the work. Owner's Representative will not be responsible for Contractor's failure to perform or furnish the work in accordance with the Contract Documents. Owner's Representative will not be responsible for the acts or omissions of Contractor or of any Subcontractor, any Supplier, or of any other person or organization performing or furnishing any of the work. Owner Representative's review of the final Application for Payment and accompanying documentation and all maintenance and operating instructions, schedules, guarantees, bonds and certificates of inspection, tests and approvals and other documentation required to be delivered by the Contractor will only be to determine generally that their content complies with the requirements of the Contract Documents and, in the case of certificates of inspections, tests and approvals that the results certified indicate compliance with the Contract Documents. The limitations upon authority and responsibility set forth in this paragraph shall also apply to Owner Representative's CEI, the Engineer's Consultants, and assistants. 10 CHANGES IN THE WORK Without invalidating the Agreement and without notice to any surety, the Owner may, at any time or from time to time, order additions, deletions or revisions in the Work. Such additions, deletions or revisions will be authorized by a Written Amendment, a Change Order, or a Work Change Directive. Upon receipt of any such document, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as may otherwise be specifically provided). If the Owner and Contractor are unable to agree as to the extent, if any, of an adjustment in the Contract Price or an adjustment of the Contract Time that should be allowed as a result of a Work Change Directive, a claim may be made therefore as provided in these General Conditions. Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any Work performed that is not required by the Contract Documents as amended, modified and supplemented as provided in these General Conditions except in the case of an emergency as provided or in the case of uncovering work as provided in article for Uncovering Work. The Owner and Contractor shall execute appropriate Change Orders or Written Amendments recommended by Owner's Representative covering: Sectionlll.docx Page 27 of 48 3/13/2015 Section III — General Conditions changes in the work which are (i) ordered by the Owner (ii) required because of acceptance of defective work under the article for Acceptance of Defective Work or correcting defective Work under the article for Owner May Correct Defective Work or (iii) agreed to by the parties; changes in the Contract Price or Contract Time which are agreed to by the parties; and changes in the Contract Price or Contract Time which embody the substance of any written decision rendered by Owner's Representative pursuant to the article for Decisions on Disputes; provided that, in lieu of executing any such Change Order, an appeal may be taken from any such decision in accordance with the provisions of the Contract Documents and applicable Laws and Regulations, but during any such appeal, Contractor shall carry on the Work and adhere to the progress schedule as provided in the article for Continuing the Work. If notice of any change affecting the general scope of the work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time) is required by the provisions of any Bond to be given to a surety, the giving of any such notice will be Contractor's responsibility, and the amount of each applicable Bond will be adjusted accordingly. 11 CHANGES IN THE CONTRACT PRICE 11.1 CHANGES IN THE CONTRACT PRICE The Contract Price constitutes the total compensation (subject to authorized adjustments) payable to Contractor for performing the Work. All duties, responsibilities and obligations assigned to or undertaken by Contractor shall be at Contractor's expense without change in the Contract Price. The Contract Price may only be adjusted by a Change Order or by a Written Amendment. Any claim for an adjustment in the Contract Price shall be based on a written notice of claim stating the general nature of the claim, to be delivered by the party making the claim to the other party and to Owner's Representative or promptly (but in no event later than thirty days) after the start of the occurrence or event giving rise to the claim. Notice of the amount of the claim with supporting data shall be delivered within sixty (60) days after the start of such occurrence or event, unless Owner's Representative allows additional time for claimant to submit additional or more accurate data in support of the claim, and shall be accompanied by claimant's written statement that the claimed adjustment covers all known amounts to which the claimant is entitled as a result of said occurrence or event. No claim for an adjustment in the Contract Price will be valid if not submitted in accordance with this paragraph. The value of any Work covered by a Change Order or of any claim for an adjustment in the Contract Price will be determined as follows: (i) where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (ii) where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum (which may include an allowance for overhead and profit), (iii) where the Work is not covered by unit prices contained in the Contract Documents and agreement is reached to establish unit prices for the Work. Where the work involved is not covered by unit prices contained in the Contract Documents and where the Owner's Representative, the Owner, the Engineer, the Engineer's Consultant, and Contractor cannot mutually agree on a lump sum price, the City of Clearwater shall pay for directed changes in the Work, on "COST REIMBURSEMENT" basis. The Contractor shall Sectionlll.docx Page 28 of 48 3/13/2015 Section III — General Conditions apply for compensation, detailing Contractors forces, materials, equipment, subcontractors, and other items of direct costs required for the directed work. The application for Cost Reimbursement shall be limited to the following items: 1 Labor, including foremen, for those hours associated with the direct work (actual payroll cost, including wages, fringe benefits, labor insurance and labor taxes established by law). Expressly excluded from this item are all costs associated with negotiating the subject change. 2. Materials associated with the change, including sales tax. The costs of materials shall be substantiated through vendors' invoices. 3. Rental or equivalent rental costs of equipment, including necessary transportation costs if specifically used for the Work. The rental rates shall not exceed the current rental rates prevailing in the locality or as defined in the rental Rate Blue Book for Construction Equipment (a.k.a. DataQuest Blue Book). The rental rate is defined as the full- unadjusted base rental rate for the appropriate item of construction equipment and shall cover the costs of all fuel, supplies, repairs, insurance, and other costs associated with supplying the equipment for work ordered. Contractor -owned equipment will be paid for the duration of time required to complete the work. Utilize lowest cost combination of hourly, daily, weekly, or monthly rates. Do not exceed estimated operating costs given in Blue Book. Operating costs will not be allowed for equipment on stand -by. 4. Additional costs for Bonds, Insurance if required by the City of Clearwater. The following fixed fees shall be added to the costs of the directed work performed by the Contractor or Subcontractor. A. A fixed fee of fifteen percent (15 %) shall be added to the costs of Item 1 above. If work is performed by a subcontractor, the Contractor's fee shall not exceed five percent (5 %), and the subcontractor's fee shall not exceed ten percent (10 %). B. A fixed fee of ten percent (10 %) shall be added to the costs of Item 2 above. 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. 11.2ALLOWANCES AND FINAL CONTRACT PRICE ADJUSTMENT It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be furnished and performed for such sums as may be acceptable to Owner and Engineer. Contractor agrees that: (i) the allowances include the cost to Contractor (less any applicable trade discounts) of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and (ii) Contractor's costs for unloading and handling on the site, labor, installation costs, overhead, profit and other expenses contemplated for the allowances have been included in the Contract Price and not in the allowances and no demand for additional payment on account of any of the foregoing will be valid. Prior to final payment, an appropriate Change Order will be issued as recommended by Owner's Representative to reflect actual amounts due Contractor on account of Work covered by SectionllLdocx Page 29 of 48 3/13/2015 Section III — General Conditions allowances and all the Work actually performed by the Contractor, and the Contract Price shall be correspondingly adjusted. 11.3 UNIT PRICE WORK Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the established unit price for each separately identified item of unit price work times the estimated quantity of each item as indicated in the Agreement. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by Owner's Representative. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. The Owner or Contractor may make a claim for an adjustment in the Contract Price if: (i) the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Contract Documents; and (ii) there is no corresponding adjustment with respect to any other item of Work; and (iii) if Contractor believes that Contractor is entitled to an increase in Contract Price as a result of having incurred additional expense or the Owner believes that the Owner is entitled to a decrease in Contract Price and the parties are unable to agree as to the amount of any such increase or decrease. On unit price contracts, Owner endeavors to provide adequate unit quantities to satisfactorily complete the construction of the project. It is expected that in the normal course of project construction and completion that not all unit quantities will be used in their entirety and that a finalizing change order which adjusts contract unit quantities to those unit quantities actually used in the construction of the project will result in a net decrease from the original Contract Price. Such reasonable deduction of final Contract Price should be anticipated by the Contractor in his original bid. 12 CHANGES IN THE CONTRACT TIME The Contract Time (or Milestones) may only be changed by a Change Order or a Written Amendment. Any claim for an adjustment of the Contract Time (or Milestones) shall be based on written notice delivered by the party making the claim to the other party and to Owner's Representative promptly, but in no event later than thirty (30) days, after the occurrence of the event giving rise to the claim and stating the general nature of the claim. Notice of the extent of the claim with supporting data shall be delivered within sixty (60) days after such occurrence, unless Owner's Representative allows an additional period of time to ascertain more accurate data in support of the claim, and shall be accompanied by the claimant's written statement that the adjustment claimed is the entire adjustment to which the claimant has reason to believe it is entitled as a result of the occurrence of said event. All claims for adjustment in the Contract Time (or Milestones) shall be determined by Owner's Representative. No claim for an adjustment in the Contract Time (or Milestones) will be valid if not submitted in accordance with the requirements of this paragraph. All time limits stated in the Contract Documents are of the essence of the Agreement. Where Contractor is prevented from completing any part of the work within the Contract Time (or Milestones) due to delay beyond the control of Contractor, the Contract Time (or Milestones) may be extended in an amount equal to the time lost due to such delay if a claim is made therefore as provided in the article for Changes in the SectionllLdocx Page 30 of 48 3/13/2015 Section III — General Conditions Work. Delays beyond the control of Contractor shall include, but not be limited to, acts by the Owner, acts of utility owners or other contractors performing other work as contemplated by the article for Other Work, fires, floods, epidemics, abnormal weather conditions or acts of God. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. Where Contractor is prevented from completing any part of the Work within the Contract Times (or Milestones) due to delay beyond the control of both the Owner and Contractor, an extension of the Contract Time (or Milestones) in an amount equal to the time lost due to such delay shall be Contractor's sole and exclusive remedy for such delay. In no event shall the Owner be liable to Contractor, any Subcontractor, any Supplier, any other person, or to any surety for or employee or agent of any of them, for damages arising out of or resulting from (i) delays caused by or within the control of Contractor, or (ii) delays beyond the control of both parties including but not limited to fires, floods, epidemics, abnormal weather conditions, acts of God or acts by utility owners or other contractors performing other work as contemplated by paragraph for Other Work. 13 TESTS AND INSPECTIONS, CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.1 TESTS AND INSPECTION Contractor shall give Owner's Representative and Engineer timely notice of readiness of the Work for all required inspections, tests or approvals, and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. Contractor shall employ and pay for the services of an independent testing laboratory to perform all inspections, tests, or approvals required by the Contract Documents. The costs for these inspections, tests or approvals shall be borne by the Contractor except as otherwise provided in the Contract Documents. If Laws or Regulations of any public body having jurisdiction require any Work (or part thereof) specifically to be inspected, tested or approved by an employee or other representative of such public body including all Owner Building Departments and Owner Utility Departments, Contractor shall assume full responsibility for arranging and obtaining such inspections, tests or approvals, pay all costs in connection therewith, and furnish Owner's Representative the required certificates of inspection or approval. Unless otherwise stated in the Contract Documents, Owner permit and impact fees will be waived. Contractor shall also be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests or approvals required for Owner's and Engineer's acceptance of materials or equipment to be incorporated in the Work, or of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation of the Work. If any Work (or the work of others) that is to be inspected tested or approved is covered by Contractor without written concurrence of Owner's Representative, it must, if requested by Owner's Representative, be uncovered for observation. Uncovering Work as provided in this paragraph shall be at Contractor's expense unless Contractor has given Owner's Representative and Engineer timely notice of Contractor's intention to cover the same and Owner's Representative has not acted with reasonable promptness in response to such notice. Sectionlll.docx Page 31 of 48 3/13/2015 Section III — General Conditions 13.2UNCOVERING THE WORK If any Work is covered contrary to the written request of Owner's Representative, it must, if requested by Owner's Representative, be uncovered for Owner Representative's observation and replaced at Contractor's expense. If Owner's Representative considers it necessary or advisable that covered Work be observed by Owner's Representative or inspected or tested by others, Contractor, at Owner Representative's request, shall uncover, expose or otherwise make available for observation, inspection or testing as Engineer or Owner's Representative may require, that portion of the Work in question, furnishing all necessary labor, material and equipment. If it is found that such Work is defective, Contractor shall pay all claims, costs, losses and damages caused by, arising out of or resulting from such uncovering, exposure, observation, inspection and testing and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); and the Owner shall be entitled to an appropriate decrease in the Contract Price for the costs of the investigation, and, if the parties are unable to agree as to the amount thereof, may make a claim therefore as provided in the article for Change in Contract Price. If, however, such Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time (or Milestones), or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement and reconstruction; and, if the parties are unable to agree as to the amount or extent thereof, Contractor may make a claim therefore as provided the article for Change in Contract Price and Change of Contract Time. 13.3OWNER'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. 13.4CORRECTION OR REMOVAL OF DEFECTIVE WORK If required by Engineer or Owner's Representative, Contractor shall promptly, as directed, either correct all defective Work, whether or not fabricated, installed or completed, or, if the Work has been rejected by Engineer or Owner's Representative, remove it from the site and replace it with Work that is not defective. Contractor shall pay all claims, costs, losses and damages caused by or resulting from such correction or removal (including but not limited to all costs of repair or replacement of work of others). 13.5WARRANTY /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 Sectionlll.docx Page 32 of 48 3/13/2015 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 Section III — General Conditions been rejected by the Owner, remove it from the site and replace it with Work that is not defective and (ii) satisfactorily correct or remove and replace any damage to other Work or the work of others resulting therefrom. If Contractor does not promptly comply with the terms of such instructions, or in an emergency where delay would cause serious risk of loss or damage, the Owner may have the defective Work corrected or the rejected. Work removed and replaced, and all claims, costs, losses and damages caused by or resulting from such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. In special circumstances where a particular item of equipment is placed in continuous service before Final Completion of all the Work, the correction period for that item may start to run from an earlier date if specifically and expressly so provided in the Specifications or by Written Amendment. Where defective Work (and damage to other Work resulting therefrom) has been corrected, removed or replaced under this paragraph the correction period hereunder with respect to such Work will be extended for an additional period of one year after such correction or removal and replacement has been satisfactorily completed. 13.6ACCEPTANCE OF DEFECTIVE WORK If, instead of requiring correction or removal and replacement of defective Work, the Owner prefers to accept it, the Owner may do so. Contractor shall pay all claims, costs, losses and damages attributable to the Owner's evaluation of and determination to accept such defective Work such costs to be approved by Owner's Representative as to reasonableness. If any such acceptance occurs prior to Owner Representative's recommendation of final payment, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and the Owner shall be entitled to an appropriate decrease in the Contract Price, and, if the parties are unable to agree as to the amount thereof, the Owner may make a claim therefore as provided in article for Change of Contract Price. If the acceptance occurs after the Owner Representative's recommendation for final payment an appropriate amount will be paid by Contractor to the Owner. 13.7OWNER MAY CORRECT DEFECTIVE WORK If Contractor fails within a reasonable time after written notice from Owner's Representative to correct defective Work or to remove and replace rejected Work as required by Owner's Representative in accordance with the article for Correction and Removal of Defective Work or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, the Owner may, after seven days' written notice to Contractor, correct and remedy any such deficiency. In exercising the rights and remedies under this paragraph the Owner shall proceed expeditiously. In connection with such corrective and remedial action, the Owner may exclude Contractor from all or part of the site, take possession of all or part of the Work, and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment stored at the site or for which the Owner has paid Contractor but which are stored elsewhere. Contractor shall allow Owner, Owner's Representatives, Agents and employees, the Owner's other contractors, and Owner's Representative, Engineer, and Engineer's Consultants access to the site to enable the Owner to exercise the rights and remedies under this paragraph. All claims, costs, losses and Sectionlll.docx Page 33 of 48 3/13/2015 Section III — General Conditions damages incurred or sustained by the Owner in exercising such rights and remedies will be charged against Contractor and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and the Owner shall be entitled to an appropriate decrease in the Contract Price, and, if the parties are unable to agree as to the amount thereof, the Owner may make a claim therefore as provided in the article for Change of Contract Price. Such claims, costs, losses and damages will include but not be limited to all costs of repair or replacement of work of others destroyed or damaged by correction, removal or replacement of Contractor's defective Work. Contractor shall not be allowed an extension of the Contract Time (or Milestones) because of any delay in the performance of the Work attributable to the exercise by the Owner of the Owner's rights and remedies hereunder. 14 PAYMENTS TO CONTRACTOR AND COMPLETION Requests for payment shall be processed in accordance with F.S. 218.735 and as described herein. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.1 APPLICATION FOR PROGRESS PAYMENT Contractor shall submit (not more often than once a month) to Owner's Representative for review an Application for Payment filled out and signed by Contractor covering the Work completed once each month and accompanied by such supporting documentation as is required by the Owner's Representative and the Contract Documents. Unless otherwise stated in the Contract Documents, payment will not be made for materials and equipment not incorporated in the Work. Payment will only be made for that portion of the Work, which is fully installed including all materials, labor and equipment. A retainage of not less than five (5 %) of the amount of each Application for Payment for the total of all Work, including as -built survey and Inspector overtime reimbursement, completed to date will be held until final completion and acceptance of the Work covered in the Contract Documents. No progress payment shall be construed to be acceptance of any portion of the Work under contract. The Contractor shall review with the Engineer or the Construction Inspector all quantities and work for which payment is being applied for and reach agreement prior to submittal of an Official Pay Request. The Engineer or the Construction Inspector will verify that the on -site marked up as -built drawings are up to date with the work and are in compliance with the Contract Documents. In addition to all other payment provisions set out in this contract, the Owner's Representative may require the Contractor to produce for Owner, within fifteen (15) days of the approval of any progress payment, evidence and /or payment affidavit that all subcontractors and suppliers have been paid any sum or sums then due. A failure on the part of the contractor to provide the report as required herein shall result in further progress or partial payments being withheld until the report is provided. 14.2 CONTRACTOR'S WARRANTY OF TITLE Contractor warrants and guarantees that title to all Work, materials and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to the Owner no later than the time of payment, free and clear of liens. No materials or supplies for the Work shall be purchased by Contractor or Subcontractor subject to any chattel mortgage or under a conditional sale contact or other agreement by which an interest is retained by the seller. Sectionlll.docx Page 34 of 48 3/13/2015 Section III — General Conditions Contractor warrants that he has good title to all materials and supplies used by him in the Work, free from all liens, claims or encumbrances. Contractor shall indemnify and save the Owner harmless from all claims growing out of the lawful demands of Subcontractors, laborers, workmen, mechanics, materialmen, and furnisher's of machinery and parts thereof, equipment, power tools, and all supplies incurred in the furtherance of the performance of this Contract. Contractor shall at the Owner's request, furnish satisfactory evidence that all obligations of the nature hereinabove designated have been paid, discharged, or waived. If Contractor fails to do so, then the Owner may, after having served written notice on said Contractor either pay unpaid bills, of which the Owner has written notice, or withhold from the Contractor's unpaid compensation a sum of money deemed reasonably sufficient to pay any and all such lawful claims until satisfactory evidence is furnished that all liabilities have been fully discharged, whereupon payment to Contractor shall be resumed in accordance with the terms of this Contract, but in no event shall the provisions of this sentence be construed to impose any obligations upon the Owner to the Contractor or the Surety. In paying any unpaid bills of the Contractor, the Owner shall be deemed the agent of Contractor and any payment so made by the Owner shall be considered as payment made under the Contract by the Owner to Contractor, and the Owner shall not be liable to Contractor for any such payment made in good faith. 14.3REVIEW OF APPLICATIONS FOR PROGRESS PAYMENTS The Owner's Representative will within twenty (20) business days after receipt authorize and process payment by the Owner a properly submitted and documented Application for payment, unless the application requires review by an Agent. If the Application for payment requires review and approval by an Agent, properly submitted and documented Applications for payment will be paid by the Owner within twenty -five (25) business days. If an Application for payment is rejected, notice shall be given within twenty (20) business days of receipt indicating the reasons for refusing payment. The reasons for rejecting an Application will be submitted in writing, specifying deficiencies and identifying actions that would make the Application proper. In the latter case, Contractor may make the necessary corrections and resubmit the Application. The Owner's Representative or Agent may refuse to recommend the whole or any part of any payment to Owner. Owner's Representative or Agent may also refuse to recommend any such payment, or, because of subsequently discovered evidence or the results of subsequent inspections or test, nullify any such payment previously recommended, to such extent as may be necessary in Owner Representative's or Agent's opinion to protect the Owner from loss because: (i) the Work is defective, or completed Work has been damaged requiring correction or replacement, (ii) the Contract Price has been reduced by amendment or Change Order, (iii) the Owner has been required to correct defective Work or complete Work, or (iv) Owner's Representative or Agent has actual knowledge of the occurrence of any of the events enumerated in the article on Suspension of Work and Termination. The Owner may refuse to make payment of the full amount recommended by the Owner's Representative or Agent because: (i) claims have been made against the Owner on account of Contractor's performance or furnishing of the Work, (ii) Liens have been filed in connection with the Work, except where Contractor has delivered a specific Bond satisfactory to the Owner to secure the satisfaction and discharge of such Liens, (iii) there are other items entitling the Owner to a set -off against the amount recommended, or (iv) the Owner has actual knowledge of any of the events described in this paragraph. The Owner shall give Contractor notice of refusal to pay in accordance with the time constraints of this section with a copy to the Owner's Representative or Agent, stating the reasons for such actions, and Owner shall promptly pay Contractor the SectionllLdoex Page 35 of 48 3/13/2015 Section III — General Conditions amount so withheld, or any adjustment thereto agreed to by the Owner and Contractor, when Contractor corrects to the Owner's satisfaction the reasons for such action. 14.4 PARTIAL UTILIZATION Use by the Owner at the Owner's option of any substantially completed part of the Work which (i) has specifically been identified in the Contract Documents, or (ii) Owner, Engineer, Owner's Representative, and Contractor agree constitutes a separately functioning and usable part of the Work that can be used by the Owner for its intended purpose without significant interference with Contractor's performance of the remainder of the Work, may be accomplished prior to Final Completion of all the Work subject to the following: The Owner at any time may request Contractor in writing to permit the Owner to use any such part of the Work which the Owner believes to be ready for its intended use and substantially complete. If Contractor agrees that such part of the Work is substantially complete, Contractor will certify to Owner, Owner's Representative, and Engineer that such part of the Work is substantially complete and request Owner's Representative to issue a certificate of Substantial Completion for that part of the Work. Contractor at any time may notify Owner, Owner's Representative, and Engineer in writing that Contractor considers any such part of the Work ready for its intended use and substantially complete and request Owner's Representative to issue a certificate of Substantial Completion for that part of the Work. Within a reasonable time after either such request, Owner, Contractor, Owner's Representative, and Engineer shall make an inspection of that part of the Work to determine its status of completion. If Engineer does not consider that part of the Work to be substantially complete, Engineer will notify Owner, Owner's Representative, and Contractor in writing giving the reasons therefore. If Engineer considers that part of the Work to be substantially complete, the provisions of the articles for Substantial Completion and Partial Utilization will apply with respect to certification of Substantial Completion of that part of the Work and the division of responsibility in respect thereof and access thereto. 14.5 FINAL INSPECTION Upon written notice from Contractor that the entire Work or an agreed portion thereof is complete, Owner's Representative will make a final inspection with Engineer, Owner and Contractor and will within thirty (30) days notify Contractor in writing of particulars in which this inspection reveals that the Work is incomplete or defective. The Owner's Representative will produce a final punch list, deliver it to the Contractor within five (5) days of completion and assign a date for this work to be completed not less than thirty (30) days from delivery of the list. Failure to include any corrective work or pending items does not alter the responsibility of the contractor to complete all the construction services purchased pursuant to the contract. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. 14.6 FINAL APPLICATION FOR PAYMENT After Contractor has completed all such corrections to the satisfaction of Owner's Representative and has delivered in accordance with the Contract Documents all maintenance and operating instructions, As- built/Record Drawings, schedules, guarantees, Bonds, certificates or other evidence of insurance required by the paragraph for Bonds and Insurance, certificates of inspection, Inspector overtime reimbursement as required in the Contract Documents and other documents, Contractor may make application for final payment following the procedure for Sectionlll.docx Page 36 of 48 3/13/2015 Section III — General Conditions 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, and (ii) executed consent of the surety to final payment using the form contained in Section V of the Contract Documents. Prior to application for final payment, Contractor shall clean and remove from the premises all surplus and discarded materials, rubbish, and temporary structures, and shall restore in an acceptable manner all property, both public and private, which has been damaged during the prosecution of the Work, and shall leave the Work in a neat and presentable condition. 14.7 FINAL PAYMENT AND ACCEPTANCE If through no fault of Contractor, final completion of the Work is significantly delayed and if Owner's Representative so confirms, the Owner shall, upon receipt of Contractor's final Application for payment and recommendation of Owner's Representative, and without terminating the Agreement, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by the Owner for Work not fully completed or corrected is less than the retainage stipulated in the Agreement, and if Bonds have been furnished as required in paragraph for Bonds and Insurance, the written consent of the surety to the payment of the balance due for that portion of the Work fully completed and accepted shall be submitted by Contractor to Owner's Representative with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that such payment shall not constitute a waiver of claims. If on the basis of Owner Representative's observation of the Work during construction and final inspection, and Owner Representative's review of the final Application for Payment and accompanying documentation, all as required by the Contract Documents, Owner's Representative is satisfied that the Work has been completed and Contractor's other obligations under the Contract Documents have been fulfilled, Owner's Representative will indicate in writing his recommendation of payment and present the Application to Owner for payment. Thereupon, Owner's Representative will give written notice to Owner and Contractor that the Work is acceptable subject to the provisions of this article. Otherwise, Owner's Representative will return the Application to Contractor, indicating in writing the reasons for refusing to recommend final payment, in which case Contractor shall make the necessary corrections and resubmit the Application. If the Application and accompanying documentation are appropriate as to form and substance, the Owner shall, within twenty (20) days after receipt thereof pay contractor the amount recommended by Owner's Representative. 14.8WAIVER OF CLAIMS The making and acceptance of final payment will constitute: a waiver of all claims by the Owner against Contractor, except claims arising from unsettled Liens, from defective Work appearing after final inspection, from failure to comply with the Contract Documents or the terms of any special guarantees specified therein, or from Contractor's continuing obligations under the Contract Documents; and a waiver of all claims by Contractor against the Owner other than those previously made in writing and still unsettled. Sectionlll.docx Page 37 of 48 3/13/2015 Section III — General Conditions 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. 15.2OWNER 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 same to the full extent they could be used by Contractor (without liability to Contractor for trespass or conversion), incorporate in the Work all materials and equipment stored at the site or for which the Owner has paid Contractor but which are stored elsewhere, and finish the Work as the Owner may deem expedient. In such case Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by the Owner arising out of or resulting from completing the Work such excess will be paid to Contractor. If such claims, costs, losses and damages exceed such unpaid balance, Contractor shall pay the difference to the Owner. Such claims, costs, losses and damages incurred by the Owner will be reviewed by Owner's Representative as to their reasonableness and when so approved by Owner's Representative incorporated in a Change Order, provided that when exercising any rights or remedies under this paragraph the Owner shall not be required to obtain the lowest price for the Work performed. Where Contractor's services have been so terminated by the Owner, the termination will not affect any rights or remedies of the Owner against Contractor then existing or which may SectionlIl.docx Page 38 of 48 3/13/2015 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 Section III — General Conditions thereafter accrue. Any retention or payment of moneys due Contractor by the Owner will not release Contractor from liability. Upon seven (7) days' written notice to Contractor and Owner's Representative, the Owner may, without cause and without prejudice to any other right or remedy of the Owner, elect to terminate the Agreement. In such case, Contractor shall be paid (without duplication of any items): for completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; for expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; for all claims, costs, losses and damages incurred in settlement of terminated contracts with Subcontractors, Suppliers and others; and for reasonable expenses directly attributable to termination. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. 15.3CONTRACTOR MAY STOP WORK OR TERMINATE If, through no act or fault of Contractor, the Work is suspended for a period of more than ninety (90) days by the Owner or under an order of court or other public authority, or the Owner's Representative fails to act on any Application for Payment within thirty (30) days after it is submitted or the Owner fails for thirty (30) days to pay Contractor any sum finally determined to be due, then Contractor may, upon seven (7) days' written notice to the Owner and Owner's Representative, and provided the Owner or Owner's Representative does not remedy such suspension or failure within that time, terminate the Agreement and recover from the Owner payment on the same terms as provided in the article for the Owner May Terminate. However, if the Work is suspended under an order of court through no fault of Owner, the Contractor shall not be entitled to payment except as the Court may direct. In lieu of terminating the Agreement and without prejudice to any other right or remedy, if Owner's Representative has failed to act on an Application for Payment within thirty (30) days after it is submitted, or the Owner has failed for thirty (30) days to pay Contractor any sum finally determined to be due, Contractor may upon seven (7) days' written notice to the Owner and Owner's Representative stop the Work until payment of all such amounts due Contractor. The provisions of this article are not intended to preclude Contractor from making claim under paragraphs for Change of Contract Price or Change of Contract Time or otherwise for expenses or damage directly attributable to Contractor's stopping Work as permitted by this article. 16 DISPUTE RESOLUTION If and to the extent that the Owner and Contractor have agreed on the method and procedure for resolving disputes between them that may arise under this Agreement, such dispute resolution method and procedure will proceed. If no such agreement on the method and procedure for resolving such disputes has been reached, subject to the provisions of the article for Decisions on Disputes, the Owner and Contractor may exercise such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulations in respect of any Sectionlll.docx Page 39 of 48 3/13/2015 Section III — General Conditions dispute provided, however, that nothing herein shall require a dispute to be submitted to binding arbitration. 17 MISCELLANEOUS 17.1 SUBMITTAL AND DOCUMENT FORMS The form of all submittals, notices, change orders, pay applications, logs, schedules and other documents permitted or required to be used or transmitted under the Contract Documents shall be determined by the Owner's Representative subject to the approval of Owner. 17.2GIVING 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 made in writing to the other party within a reasonable time of the first observance of such injury or damage. The provisions of this paragraph shall not be construed as a substitute for or a waiver of the provisions of any applicable statute of limitations or repose. 17.4PROFESSIONAL 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. 17.5ASSIGNMENT OF CONTRACT The Contractor shall not assign this contract or any part thereof or any rights thereunder without the approval of Owner, nor without the consent of surety unless the surety has waived its rights to notice of assignment. 17.6 RENEWAL OPTION Annual Contracts issued through the Engineering Department may be renewed for up to two (2) years, upon mutual consent of both the Owner and the Contractor /Vendor. 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. SectionllLdocx Page 40 of 48 3/13/2015 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section III — General Conditions 17.7ROLL -OFF CONTAINERS AND /OR DUMPSTERS All City construction projects shall utilize City of Clearwater Solid Waste roll -off containers and /or dumpsters for their disposal and hauling needs. For availability or pricing contact Mike Pryor at the City of Clearwater, Solid Waste Department, phone: (727) 562 -4923 or email: Michael .Pryor @,myClearwater.com. 18 ORDER AND LOCATION OF THE WORK The City reserves the right to accept and use any portion of the work whenever it is considered to the public interest to do so. The Engineer shall have the power to direct on what line or street the Contractor shall work and order thereof. 19 MATERIAL USED All material incorporated into the final work shall be new material unless otherwise approved by the Engineer. If requested by the Engineer, the Contractor shall furnish purchase receipts of all materials. 20 CONFLICT BETWEEN PLANS AND SPECIFICATIONS The various Contract Documents shall be given precedence, in case of conflict, error or discrepancy, as follows: Modifications, Contract Agreement, Addenda, Supplementary General Conditions, General Conditions, Supplementary Technical Specifications, Technical Specifications, Drawings. In a series of Modifications or Addenda the latest will govern. 21 OWNER DIRECT PURCHASE (ODP) 21.1 SALES TAX SAVINGS The Owner reserves the right to purchase certain portions of the materials for the Project directly in order to save applicable sales tax in compliance with Florida Law since owner is exempt from the 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. Owner - purchasing of construction materials, if selected, will be administered on a deductive Change Order basis. The contract price shall be reduced by the actual cost of the materials purchased by owner plus the normally applicable sales tax, even if the actual cost is in excess of the cost for the materials as -bid by the Contractor. For purposes of calculating engineering fees, contractor fees, architects fees, and any other amounts that are based on the contract amount, however, the original, as -bid contract amount shall be used. Direct purchase shall be considered for single items that exceed $10,000 in value and/or items identified in Section V, Bidders Proposal. The Contractor shall provide the Owner an ODP Summary of all intended suppliers, vendors, and materials for consideration as ODP materials (refer to ODP Instructions in Contract Appendix). 21.2TITLE AND OWNER RISK Owner will issue Purchase Orders and provide a copies of Owner's Florida Consumer Certification of Tax Exemption and Certificate of Entitlement directly to the Vendor for ODP materials. Invoices for ODP materials shall be issued to the Owner in care of the Contractor. SectionllLdocx Page 41 of 48 3/13/2015 Section III — General Conditions Notwithstanding the transfer of ODP materials by the Owner to the Contractor's possession, the Owner shall retain legal and equitable title to any and all ODP materials; therefore, the owner assumes the risk of damage or loss at the time of purchase or delivery of items, unless material is damaged as the result of negligence by the Contractor. 21.3 CONTRACTOR'S RECEIPT OF MATERIALS The Contractor shall be fully responsible for all matters relating to the receipt of materials furnished to the Owner including, but not limited to, verifying correct quantities, verifying documents of orders in a timely manner, coordinating purchases, providing and obtaining all warranties and guarantees required by the Contract Documents, and inspection and acceptance of the goods at the time of delivery. The Contractor shall coordinate delivery schedules, sequence of delivery, loading orientation, and other arrangements normally required by the Contractor for the particular materials furnished. The Contractor shall provide all services required for the unloading and handling of materials. The Contractor agrees to indemnify and hold harmless the Owner from any and all claims of whatever nature resulting from non - payment of goods to suppliers arising from the action of the Contractor. As ODP materials are delivered to the job site, the Contractor shall visually inspect all shipments from the suppliers, and approve the vendor's invoice for materials delivered. The Contractor shall assure that each delivery of ODP materials is accompanied by documentation adequate to identify the Purchase Order against which the purchase is made. This documentation may consist of a delivery ticket and/or an invoice from the supplier conforming to the Purchase Order together with such additional information as the Owner may require. The Contractor will then forward the invoice and additional information, if available, to the Owner for payment within thirty (30) days of receipt of said goods or materials. Such payment shall be directly from public funds. The Contractor shall insure that ODP materials conform to the Specifications and determine prior to acceptance of goods at time of delivery if such materials are patently defective, and whether such materials are identical to the materials ordered and match the description on the bill of lading. If the Contractor discovers defective or non - conformities in ODP materials upon such visual inspection, the Contractor shall not utilize such nonconforming or defective materials in the Contractor's Work and instead shall properly notify the Owner of the defective or nonconforming condition so that repair or replacement of those materials can occur without undue delay or interruption to the Project. If the Contractor fails to perform such inspection and otherwise incorporates into the Contractor's Work such defective or nonconforming ODP materials, the condition of which it either knew or should have known by performance of an inspection, Contractor shall be responsible for all damages to the Owner, resulting from Contractor's incorporation of such materials into the Project, including liquidated damages. 21.4ODP RECORDS, WARRANTIES AND INDEMNIFICATION The Contractor shall maintain records of all ODP materials it incorporates into Contractor's Work from the stock of ODP materials in its possession. The Contractor shall account monthly to the Owner for any ODP materials delivered into the Contractor's possession, indicating portions of all such materials which have been incorporated in the Contractor's Work. The Contractor shall be responsible for obtaining and managing all warranties and guarantees for all materials and products as required by the Contract Documents. All repair, maintenance, or Sectionlll.docx Page 42 of 48 3/13/2015 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section III — General Conditions damage- repair calls shall be forwarded to the Contractor for resolution with the appropriate supplier, vendor, or subcontractor. The Owner shall indemnify and hold Contractor harmless from any sales tax (and interest and penalties incurred in connection therewith) in the event there is a final determination that purchases made by Owner, which Owner treats as being exempt from sales tax, are subject to sales tax. "Final determination" shall mean an assessment by the Department of Revenue that is no longer subject to protest, or a determination of a court having jurisdiction over such matters that is final and not subject to appeal. Contractor agrees to promptly notify owner of any audit, assessment, proposed assessment or notice of deficiency issued with regard to the Project and relating to ODP materials. 22 RESIDENT NOTIFICATION OF START OF CONSTRUCTION 22.1 GENERAL The Contractor shall notify all residents along the construction route or within a 500 -foot radius, unless stated otherwise in the Contract Documents, with a printed door hanger notice indicating the following information about the proposed construction work and the Contractor performing the work: City seal or logo; the scheduled date for the start of construction; the type of construction; general sequence and scheduling of construction events; possibility of water service disruption and/or colored water due to construction efforts; Contractor's name, the Superintendent's name, Contractor address and telephone number; Contractor's company logo (optional); requirement for residents to remove landscaping and /or other private appurtenances which are in conflict with the proposed construction; and other language as appropriate to the scope of Contract work. Sample door hanger including proposed language shall be approved by the City prior to the start of construction. Notification shall be printed on brightly colored and durable card stock and shall be a minimum of 4 -1/4 by 11 inches in size. Notification (door hanger) shall be posted to residences and businesses directly affected by the Contractor's activities no later than seven (7) days prior to the start of construction activity. Directly affected by the Contractor's activities shall mean all Contractor operations including staging areas, equipment and material storage, principal access routes across private property, etc. Contractor cannot start without proper seven (7) day notice period to residents. Contractor is required to maintain sufficient staff to answer citizen inquiries during normal business hours and to maintain appropriate message recording equipment to receive citizen inquires after business hours. Resident notification by the Contractor is a non - specific pay item to be included in the bid items provided in the contract proposal. 22.2 EXAMPLE CITY SEAL 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. SectionllLdocx Page 43 of 48 3/13/2015 Section III — General Conditions This notice is placed a minimum of seven (7) days in advance of construction to notify property owners of the pending start of construction. (Brief description of the construction process to be expected by the property owners) The construction process may necessitate the removal of certain items from the right -of -way. Typical items such as sprinklers, grass, and postal approved mailboxes will be replaced by the contractor within a reasonably short period of time. The replacement of driveways and sidewalks will be made using standard asphalt or concrete materials. The property owner is responsible for the expense and coordination to replace driveways and sidewalks which have customized colors, textures and/or materials. Small trees, shrubs, landscaping materials, unauthorized mailboxes or structures within the right -of -way which must be removed due to the construction process will not be replaced. The property owner is responsible to relocate any such items which the property owner wishes to save prior to the start of construction. Vehicles parked on the streets or within the right -of -way may be required to be placed elsewhere. We are available to answer any questions you may have regarding the construction process or any particular item that must be relocated. Please contact our Construction Manager at (727) . We will be more than happy to assist you. Construction is anticipated to begin on: Company Name Company Address Contractor Phone Number 23 PROJECT INFORMATION SIGNS 23.1 SCOPE AND PURPOSE The Owner desires to inform the general public on the Owner's use and expenditure of public funding for general capital improvement and maintenance projects. To help accomplish this purpose, the Contractor is required to prepare and display public project information signs during the full course of the contract period. These signs will be displayed at all location(s) of active work. Payment to Contractor for the preparation, installation and management of project sign(s) shall be included in the cost of the work. The number of and type of signs will be stated in SECTION IV, SCOPE OF WORK. 23.2TYPE 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 minimum of 24- inches above the ground. Alternate Sectionlll.docx Page 44 of 48 3/13/2015 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section III — General Conditions 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. 23.4PORTABLE SIGNS Portable sign shall be a minimum of 24- inches by 30- inches (24 "x30 ") in size and will be attached to a standard sized portable traffic barricade. Sign material shall be aluminum, 0.080 - inches or thicker, background of white reflective sheeting, and shall be silkscreen or vinyl lettering. Portable sign shall be two signs located and attached to each side of the traffic barricade. 23.5SIGN 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. 23.6SIGN PLACEMENT Signs shall be placed where they are readily visible by the general public which pass by the project site. Signs are not to be placed where they may become a hazard or impediment to either pedestrian or vehicular traffic. For construction projects outside of the Owner's right -of -way, the signs will be placed on the project site. For projects constructed inside of the Owner's right -of- way, the signs will be placed in the right -of -way. Portable signs are to be moved to the locations of active work on the project. Multiple portable signs will be necessary where work is ongoing in several locations at the same time. Fixed signs are to be placed at the start of construction and will remain in place until the request for final payment. 23.7SIGN 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. SectionlII.docx Page 45 of 48 3/13/2015 Section III — General Conditions 23.8TYPICAL PROJECT SIGN 6' PROJECT NAME (CONTRACT NUMBER) DEPARTMENT NAME) PROJECT CONTRACTOR - COMPLETION DATE: FUNDING - OWNER'S REPRESENTATIVE• I ° Clearwater 2' minimum heigh 2' -3" 4 "x4' P.T. Post (lyp.) 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, Scope of Work. Contract Time to commence at start date noted on the Notice to Proceed. If the Contractor fails to complete the work within the stipulated time, the City will retain the amount stated in the Contract, per calendar day, for each day that the contract remains incomplete. The work shall be discontinued on Saturdays, Sundays, and approved Holidays. If it becomes necessary for the Contractor to perform work on Saturdays, Sundays, and approved City of Clearwater Employee Holidays, that in the opinion of the Engineer, will require the presence of Inspectors, the Contractor shall pay Sectionlll.docx Page 46 of 48 3/13/2015 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section III — General Conditions the City of Clearwater, Florida, the amount of Four Hundred Eighty Dollars ($480.00) per each eight -hour (8) day for each Inspector given such assignment. The Contractor shall remedy any defects in the work at his own expense and pay for any damage to other work resulting therefrom which appear within a period of one (1) year from the date of final acceptance. 25 SCRUTINIZED COMPANIES AND BUSINESS OPERATIONS WITH CUBA AND SYRIA CERTIFICATION FORM Any company, individual, principal, subsidiary, affiliate, or owner on the Scrutinized Companies with Activities in Sudan List, the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, or is engaged in business operations in Cuba or Syria, is ineligible for, and may not bid on, submit a proposal for, or enter into or renew a contract with the City of Clearwater for goods or services for an amount equal to or greater than one million ($1,000,000.00) dollars. Therefore, if applicable, each entity submitting a bid, proposal, or response to a solicitation must certify to the City of Clearwater that it is not on either list or engaged in business operations in Cuba or Syria at the time of submitting a bid, proposal or response, in accordance with section 287.135, Florida Statutes. Business Operations means, for purposes specifically related to Cuba or Syria, engaging in commerce in any form in Cuba or Syria, including, but not limited to, acquiring, developing, maintaining, owning, selling, possessing, leasing, or operating equipment, facilities, personnel, products, services, personal property, real property, military equipment, or any other apparatus of business or commerce. The certification form (the Certification) is attached hereto, and it must be submitted, along with all other relevant contract documents, at the time of submitting a bid, proposal, or response. Failure to provide the Certification may deem the entity's submittal non - responsive. If the City of Clearwater determines that an entity has submitted a false certification form, been placed either on the Scrutinized Companies with Activities in Sudan List or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, (for contracts entered into or renewed on or after July 1, 2011 through June 30, 2012), or submitted a false certification form, has been placed either on the Scrutinized Companies with Activities in Sudan List or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List or been engaged in business operations in Cuba or Syria, (for contracts entered into or renewed on or after July 1, 2012) then the contract may be terminated at the option of the City of Clearwater. Other than the submission of a false certification, the option to waive the aforementioned deficiencies mentioned in the previous sentence may be asserted on a case -by -case basis, at the sole discretion of the City of Clearwater, if to the following conditions are found to exist: A. For Scrutinized Companies with Activities in Sudan List or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, (all of the following must occur): 1. The scrutinized business operations were made before July 1, 2011. 2. The scrutinized business operations have not been expanded or renewed after July 1, 2011. 3. The City of Clearwater determines that it is in the best interest of the City to contract with the company or entity. Sectionlll.docx Page 47 of 48 3/13/2015 Section III — General Conditions 4. The company or entity has adopted, has publicized and is implementing a formal plan to cease scrutinized business operations and to refrain from engaging in any new scrutinized business operations. B. For Companies Engaged in Business Operations in Cuba or Syria: 1. The business operations were made before July 1, 2012. 2. The business operations have not been expanded or renewed after July 1, 2012. 3. The City of Clearwater determines that it is in the best interest of the City to contract with the company or entity. 4. The company or entity has adopted, has publicized, and is implementing a formal plan to cease business operations and to refrain from engaging in any new business operations in Cuba or Syria. Further, the City may allow a company to bid on, submit a proposal for, or enter into or renew a contract with the City of Clearwater for goods or services for an amount equal to or greater than one million ($1,000,000.00) dollars, if the City makes a public finding that, absent one of the above exemptions, the City would otherwise be unable to obtain goods or services for which the contract is offered. The City retains the right to pursue civil penalties and any other applicable rights and remedies as provided by law for the false submission of the attached certification form. See Section V of the Contract for Certification Form to be executed and submitted with the Bid/Proposal Form. Sectionlll.docx Page 48 of 48 3/13/2015 1 1 SECTION Ilia SUPPLEMENTARY GENERAL CONDITIONS The General Conditions of the Construction Contract; Articles 1 through 24 inclusive; are a part of this contract. The following supplements modify, change, delete from or add to the General Conditions of the Construction Contract. Where any article of the General Conditions is modified or any paragraph, subparagraph or clause thereof is modified or deleted by these supplements, the unaltered provisions of that article, paragraph, subparagraph or clause shall remain in effect. MODIFICATIONS TO GENERAL CONDITIONS ARTICLE 2 - PRELIMINARY MATTERS 2.3 COMMENCEMENT OF CONTRACT TIME; NOTICE TO PROCEED; STARTING THE PROJECT 2.3.1 The Contract shall be substantially completed within 90 calendar days after the date when the Contract Time commences to run as provided in paragraph 2.3 of the General Conditions. 2.3.2 Substantial completion is defined as having all components of the system installed and ready for daily operation. Substantial completion includes start-up, operation, testing, manufacturer's checks and services, operator training, and similar items. The following items need not be completed for Substantial Completion: c. Final application for payment and final acceptance. 2.3.3 All work in the Contract shall be completed and ready for final payment in accordance with paragraph 14.6 of the General Conditions within 120 calendar days after the date when the Contract Time commences to run. 2.7 HURRICANE PROTECTION PLAN Within two weeks of the date of Notice to Proceed, the Contractor shall submit to the Owner a Hurricane Preparation Plan that outlines the measures that will be completed by the Contractor at no additional cost to the Owner in the event of a hurricane warning. 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 Mission Hills Raw Water Main Project Section Ilia - 1 14- 0038 -UT Supplementary General Conditions the event that, in the opinion of the Owner, the Work or materials have been damaged due to failure on the part of the Contractor to protect the Work and materials, the Work and materials shall be replaced at the expense of the Contractor. ARTICLE 9 - OWNER'S REPRESENTATIVE STATUS DURING CONSTRUCTION 9.1 OWNER'S REPRESENTATIVE The Owner's Representative during the Bidding Phase is listed below. Khang Nguyen City of Clearwater Engineering 100 S. Myrtle Avenue, Room 220 Clearwater, Florida 33756 Phone: 727 -562 -4749 Fax: 727 -562 -4755 Email: khang.nguyen @myclearwater.com END OF SUPPLEMENTARY GENERAL CONDITIONS Mission Hills Raw Water Main Project Section Ilia - 2 14- 0038 -UT Supplementary General Conditions SECTION IV TECHNICAL SPECIFICATIONS Table of Contents: 1 SCOPE OF WORK 1 1.1 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 7 8 REINFORCEMENT 7 8.1 BASIS OF PAYMENT 8 9 OBSTRUCTIONS 8 10 RESTORATION OR REPLACEMENT OF DRIVEWAYS, CURBS, SIDEWALKS AND STREET PAVEMENT 8 11 WORK IN EASEMENTS OR PARKWAYS 9 12 DEWATERING 9 12.1 GENERAL 9 12.2 PERMIT REQUIREMENTS 10 12.2.1 DEWATERING CONTROL 10 12.2.2 GENERIC PERMIT FOR THE DISCHARGE OF PRODUCED GROUND WATER FROM ANY NON-CONTAMINATED SITE ACTIVITY 10 13 SANITARY MANHOLES 12 13.1 BUILT UP TYPE 12 13.2 PRECAST TYPE 13 13.2.1 MANHOLE ADJUSTMENT RINGS (GRADE RINGS) 13 13.3 DROP MANHOLES 13 13.4 FRAMES AND COVERS 13 SectionlV.docx i 11/26/2014 13.5 MANHOLE COATINGS 13 13.6 CONNECTIONS TO MANHOLES 14 14 BACKFILL 14 15 STREET CROSSINGS, ETC. 14 16 RAISING OR LOWERING OF SANITARY SEWER, STORM DRAINAGE STRUCTURES 14 16.1 BASIS OF PAYMENT 14 17 UNSUITABLE MATERIAL REMOVAL 15 17.1 BASIS OF MEASUREMENT 15 17.2 BASIS OF PAYMENT 15 18 UNDERDRAINS 15 18.1 BASIS OF MEASUREMENT 15 18.2 BASIS OF PAYMENT 16 19 STORM SEWERS 16 19.1 AS BUILT INFORMATION 16 19.2 TESTING 16 19.3 BASIS OF PAYMENT 17 20 SANITARY SEWERS AND FORCE MAINS 17 1 1 1 1 1 1 20.1 MATERIALS 17 20.1.1 GRAVITY SEWER PIPE 17 20.1.2 FORCE MAIN PIPE 18 20.2 INSTALLATION 18 20.2.1 GRAVITY SEWER PIPE 18 20.2.2 FORCE MAIN PIPE 18 20.3 AS BUILT DRAWINGS 19 20.4 TESTING 19 20.4.1 TESTING OF GRAVITY SEWERS 19 20.4.2 TESTING OF FORCE MAINS 19 20.5 BASIS OF PAYMENT 19 20.5.1 GRAVITY SEWER PIPE 19 20.5.2 FORCE MAIN PIPE 20 21 DRAINAGE 20 22 ROADWAY BASE AND SUBGRADE 20 22.1 BASE 20 22.1.1 BASIS OF MEASUREMENT FOR BASE AND REWORKED BASE 21 22.1.2 BASIS OF PAYMENT FOR BASE AND REWORKED BASE 22 22.2 SUBGRADE 22 22.2.1 BASIS OF MEASUREMENT 22 22.2.2 BASIS OF PAYMENT 22 23 ASPHALTIC CONCRETE MATERIALS 22 23.1 ASPHALTIC CONCRETE 22 SectionlV.docx ii 11/26/2014 1 1 1 1 1 1 1 r 1 1 t 1 1 23.1.1 AGGREGATE 22 23.1.2 BITUMINOUS MATERIALS 23 23.2 HOT BITUMINOUS MIXTURES PLANT, METHODS, EQUIPMENT & QUALITY ASSURANCE 23 233 ASPHALT MIX DESIGNS AND TYPES 23 23.4 ASPHALT PAVEMENT DESIGNS AND LAYER THICKNESS 24 23.5 GENERAL CONSTRUCTION REQUIREMENTS 24 23.6 CRACKS AND POTHOLE PREPARATION 25 23.6.1 CRACKS 25 23.6.2 POTHOLES 25 23.7 ADJUSTMENT OF MANHOLES 25 23.8 ADDITIONAL ASPHALT REQUIREMENTS 26 23.9 SUPERPAVE ASPHALTIC CONCRETE 26 23.10 BASIS OF MEASUREMENT 27 23.11 BASIS OF PAYMENT 27 24 ADJUSTMENT TO THE UNIT BID PRICE FOR ASPHALT 27 25 GENERAL PLANTING SPECIFICATIONS 28 25.1 IRRIGATION 28 25.1.1 DESCRIPTION 28 25.1.2 PRODUCTS 29 25.1.3 EXECUTION 33 25.2 LANDSCAPE 37 25.2.1 GENERAL 37 25.2.2 PRODUCTS 42 25.2.3 EXECUTION 45 26 HDPE DEFORMED - REFORMED PIPE LINING 52 26.1 INTENT 52 26.2 PRODUCT AND CONTRACTOR/INSTALLER ACCEPTABILITY 52 26.3 MATERIALS 52 26.4 CLEANING /SURFACE PREPARATION 53 26.5 TELEVISION INSPECTION 53 26.6 LINER INSTALLATION 53 26.7 LATERAL RECONNECTION 54 26.8 TIME OF CONSTRUCTION 54 26.9 PAYMENT 54 27 PLANT MIX DRIVEWAYS 54 27.1 BASIS OF MEASUREMENT 54 27.2 BASIS OF PAYMENT 54 28 REPORTING OF TONNAGE OF RECYCLED MATERIALS 55 29 CONCRETE CURBS 55 29.1 BASIS OF MEASUREMENT 55 29.2 BASIS OF PAYMENT 55 30 CONCRETE SIDEWALKS AND DRIVEWAYS 55 SectionlV.docx iii 11/26/2014 30.1 CONCRETE SIDEWALKS 55 30.2 CONCRETE DRIVEWAYS 55 30.3 BASIS OF MEASUREMENT 56 30.4 BASIS OF PAYMENT 56 31 SODDING 56 32 SEEDING 56 33 STORM MANHOLES, INLETS, CATCH BASINS OR OTHER STORM STRUCTURES 57 33.1 BUILT UP TYPE STRUCTURES 57 33.2 PRECAST TYPE 57 33.3 BASIS OF PAYMENT 58 34 MATERIAL USED 58 35 CONFLICT BETWEEN PLANS AND SPECIFICATIONS 58 36 STREET SIGNS 58 37 AUDIO/VIDEO RECORDING OF WORK AREAS 58 37.1 CONTRACTOR TO PREPARE AUDIO/VIDEO RECORDING 58 37.2 SCHEDULING OF AUDIO/VIDEO RECORDING 58 37.3 PROFESSIONAL VIDEOGRAPHERS 58 37.4 EQUIPMENT 58 37.5 RECORDED INFORMATION, AUDIO 59 37.6 RECORDED INFORMATION VIDEO 59 37.7 VIEWER ORIENTATION 59 37.8 LIGHTING 59 37.9 SPEED OF TRAVEL 59 37.10 VIDEO LOG /INDEX 60 37A1 AREA OF COVERAGE 60 37.12 COSTS OF VIDEO SERVICES 60 38 EROSION AND SILTATION CONTROL 60 38.1 STABILIZATION OF DENUDED AREAS 60 38.2 PROTECTION AND STABILIZATION OF SOIL STOCKPILES 60 38.3 PROTECTION OF EXISTING STORM SEWER SYSTEMS 60 38.4 SEDIMENT TRAPPING MEASURES 61 38.5 SEDIMENTATION BASINS 61 38.6 WORKING IN OR CROSSING WATERWAYS OR WATERBODIES 61 38.7 SWALES, DITCHES AND CHANNELS 61 38.8 UNDERGROUND UTILITY CONSTRUCTION 62 38.9 MAINTENANCE 62 38.10 COMPLIANCE 62 39 UTILITY TIE IN LOCATION MARKING 65 40 AWARD OF CONTRACT, WORK SCHEDULE AND GUARANTEE 65 41 POTABLE WATERMAINS, RECLAIMED WATERMAINS AND APPURTENANCES 65 SectionlV.docx iv 11/26/2014 1 1 1 1 1 1 1 1 41.1 SCOPE 65 41.2 MATERIALS 66 41.2.1 GENERAL 66 41.2.2 PIPE MATERIALS AND FITTINGS 66 41.2.3 GATE VALVES 68 41.2.4 VALVE BOXES 68 41.2.5 HYDRANTS 69 41.2.6 SERVICE SADDLES 70 41.2.7 TESTS, INSPECTION AND REPAIRS 70 41.2.8 BACKFLOW PREVENTERS 70 41.2.9 TAPPING SLEEVES 71 41.2.10 BLOW OFF HYDRANTS 71 41.3 CONSTRUCTION 71 41.3.1 MATERIAL HANDLING 71 41.3.2 PIPE LAYING 71 41.3.3 SETTING OF VALVES, HYDRANTS AND FITTINGS 73 41.3.4 CONNECTIONS TO EXISTING LINES 73 41.4 TESTS 74 41.4.1 HYDROSTATIC TESTS 74 41.4.2 NOTICE OF TEST 74 41.5 STERILIZATION 74 41.5.1 STERILIZING AGENT 74 41.5.2 FLUSHING SYSTEM 74 41.5.3 STERILIZATION PROCEDURE 74 41.5.4 RESIDUAL CHLORINE TESTS 75 41.5.5 BACTERIAL TESTS 75 41.6 MEASUREMENT AND PAYMENT 75 41.6.1 GENERAL 75 41.6.2 FURNISHAND INSTALL WATER MAINS 76 41.6.3 FURNISHAND INSTALL FITTINGS 76 41.6.4 FURNISHAND INSTALL GATE VALVES COMPLETE WITH BOXES AND COVERS 76 41.6.5 FURNISHAND INSTALL FIRE HYDRANTS 76 42 GAS SYSTEM SPECIFICATIONS 77 43 TENNIS COURTS 77 43.1 PAVED TENNIS COURTS 77 43.1.1 SOIL TREATMENTS 77 43.1.2 BASE COURSE 77 43.1.3 PRIME COAT 77 43.1.4 LEVELING COURSE 77 43.1.5 SURFACE COURSE 77 43.1.6 COLOR COAT 78 43.2 CLAY TENNIS COURTS 79 43.2.1 GENERAL 79 43.2.2 SITE PREPARATION 80 43.2.3 SLOPE 80 43.2.4 BASE CONSTRUCTION 81 SectionlV.docx V 11/26/2014 43.2.5 PERIMETER CURBING 81 43.2.6 SURFACE COURSE 81 43.2.7 ROOT BARRIER 81 43.2.8 FENCING 82 43.2.9 WINDSCREENS 82 43.2.10 COURT EQUIPMENT 82 43.2.11 SHADE STRUCTURE 84 43.2.12 WATER SOURCE (Potable) 84 43.2.13 CONCRETE 84 43.2.14 EXISTING SPORT TENNIS COURT LIGHTING 84 43.2.15 WATER COOLER 85 43.2.16 DEMONSTRATION 85 43.2.17 WARRANTY 85 44 WORK ZONE TRAFFIC CONTROL 86 44.1 CONTRACTOR RESPONSIBLE FOR WORK ZONE TRAFFIC CONTROL 86 44.2 WORK ZONE TRAFFIC CONTROL PLAN 86 44.2.1 WORK ZONE SAFETY 86 44.3 ROADWAY CLOSURE GUIDELINES 87 44.3.1 ALL ROADWAYS 87 44.3.2 MAJOR ARTERIALS, MINOR ARTERIALS, LOCAL COLLECTORS 87 44.3.3 MAJOR ARTERIALS, MINOR ARTERIALS 87 44.3.4 MAJOR ARTERIALS 87 44.4 APPROVAL OF WORK ZONE TRAFFIC CONTROL PLAN 87 44.5 INSPECTION OF WORK ZONE TRAFFIC CONTROL OPERATION 88 44.6 PAYMENT FOR WORK ZONE TRAFFIC CONTROL 88 44.7 CERTIFICATION OF WORK ZONE TRAFFIC CONTROL SUPERVISOR 88 45 CURED -IN -PLACE PIPE LINING 88 45.1 INTENT 88 45.2 PRODUCT AND CONTRACTOR/INSTALLER ACCEPTABILITY 89 453 MATERIALS 89 45.4 CLEANING /SURFACE PREPARATION 89 45.5 TELEVISION INSPECTION 90 45.6 LINER INSTALLATION 90 45.7 LATERAL RECONNECTION 90 45.8 TIME OF CONSTRUCTION 90 45.9 PAYMENT 90 46 SPECIFICATIONS FOR POLYETHYLENE SLIPLINING 91 46.1 MATERIALS 91 46.1.1 PIPE AND FITTINGS 91 46.1.2 QUALITY CONTROL 91 46.1.3 SAMPLES 91 46.1.4 REJECTION 91 46.2 PIPE DIMENSIONS 91 46.3 CONSTRUCTION PRACTICES 92 46.3.1 HANDLING OF PIPE 92 46.3.2 REPAIR OF DAMAGED SECTIONS 92 SectionlV.docx vi 11/26/2014 46.3.3 PIPE JOINING 92 46.3.4 HANDLING OF FUSED PIPE 92 46.4 SLIPLINING PROCEDURE 92 46.4.1 PIPE REQUIREMENTS AND DIMENSIONS 92 46.4.2 CLEANING AND INSPECTION 92 46.4.3 INSERTION SHAFT AND EXCAVATIONS 93 46.4.4 INSERTION OF THE LINER 93 46.4.5 CONFIRMATION OF PIPE SIZES 93 46.4.6 UNDERDRAIN CONNECTIONS IF REQUIRED 93 46.4.7 BACKFILLING 94 46.4.8 POINT REPAIR 94 46.4.9 CLEAN UP OPERATIONS 94 47 SPECIFICATIONS FOR POLYVINYL CHLORIDE RIBBED PIPE 94 47.1 SCOPE 94 47.2 MATERIALS 94 47.3 PIPE 94 47.4 JOINING SYSTEM 95 47.5 FITTINGS 95 48 GUNITE SPECIFICATIONS 95 48.1 PRESSURE INJECTED GROUT 95 48.2 REHABILITATION OF CORRUGATED METAL PIPE WITH GUNITE 95 48.3 COMPOSITION 95 48.4 STRENGTH REQUIREMENTS 96 48.5 MATERIALS 96 48.6 WATER 96 48.7 REINFORCEMENT 96 48.8 STORAGE OF MATERIALS 96 48.9 SURFACE PREPARATION 97 48.10 PROPORTIONING 97 48.11 MIXING 97 48.12 APPLICATION 97 48.13 CONSTRUCTION JOINTS 98 48.14 SURFACE FINISH 98 48.15 CURING 98 48.16 ADJACENT SURFACE PROTECTION 98 48.17 INSPECTION 99 48.18 EQUIPMENT 99 49 SANITARY AND STORM MANHOLE LINER RESTORATION 100 49.1 SCOPE AND INTENT 100 49.2 PAYMENT 100 49.3 FIBERGLASS LINER PRODUCTS 100 49.3.1 MATERIALS 100 49.3.2 INSTALLATION AND EXECUTION 101 49.4 STRONG SEAL MS -2 LINER PRODUCT SYSTEM 101 49.4.1 MATERIALS 102 49.5 INFILTRATION CONTROL 102 SectionlV.docx vii 11/26/2014 49.6 GROUTING MIX 102 49.7 LINER MIX 102 49.8 WATER 103 49.9 OTHER MATERIALS 103 49.10 EQUIPMENT 103 49.11 INSTALLATION AND EXECUTION 103 49.11.1 PREPARATION 103 49.11.2 MIXING 104 49.11.3 SPRAYING 104 49.11.4 PRODUCT TESTING 104 49.11.5 CURING 104 49.11.6 MANHOLE TESTING AND ACCEPTANCE 105 4912 INNERLINE ENVIRONMENTAL SERVICES LINER PRODUCT SYSTEM 105 49.12.1 SCOPE 105 49.12.2 MATERIALS 105 49.12.3 INSTALLATION AND EXECUTION 107 50 PROJECT INFORMATION SIGNS 109 51 IN -LINE SKATING SURFACING SYSTEM 109 51.1 SCOPE 109 51.2 SURFACE PREPARATIONS 110 51.2.1 ASPHALT 110 51.2.2 CONCRETE 110 51.2.3 COURT PATCH BINDER MIX 110 51.3 APPLICATION OF ACRYLIC FILLER COAT 110 51.4 APPLICATION OF FORTIFIED PLEXIPAVE 111 51.5 PLEXIFLOR APPLICATION 111 51.6 PLAYING LINES 111 51.7 GENERAL 111 51.8 LIMITATIONS 111 52 RESIDENT NOTIFICATION OF START OF CONSTRUCTION 112 53 GABIONS AND MATTRESSES 112 53.1 MATERIAL 112 53.1.1 GABION AND RENO MATTRESS MATERIAL 112 53.1.2 GABION AND MATTRESS FILLER MATERIAL: 114 53.1.3 MATTRESS WIRE 115 53.1.4 GEOTEXTILE FABRIC 115 53.2 PERFORMANCE 115 54 LAWN MAINTENANCE SPECIFICATIONS 116 54.1 SCOPE 116 54.2 SCHEDULING OF WORK 116 54.3 WORK METHODS 117 54.3.1 MAINTENANCE SCHEDULING 117 54.3.2 DUTIES PER SERVICE VISIT 117 54.4 LEVEL OF SERVICE 119 54.5 COMPLETION OF WORK 119 SectionlV.docx viii 11/26/2014 1 1 A t 1 1 1 r f 1 1 1 1 1 1 k 1 1 1 1 1 1 1 r 54.6 INSPECTION AND APPROVAL 119 54.7 SPECIAL CONDITIONS 119 55 MILLING OPERATIONS 120 55.1 EQUIPMENT, CONSTRUCTION & MILLED SURFACE 120 55.2 ADDITIONAL MILLING REQUIREMENTS 120 55.3 SALVAGEABLE MATERIALS 121 55.4 DISPOSABLE MATERIALS 121 55.5 ADJUSTMENT AND LOCATION OF UNDERGROUND UTILITIES 121 55.6 ADJUSTMENT OF UTILITY MANHOLES 121 55.7 TYPES OF MILLING 121 55.8 MILLING OF INTERSECTIONS 121 55.9 BASIS OF MEASUREMENT 122 55.10 BASIS OF PAYMENT 122 56 CLEARING AND GRUBBING 122 56.1 BASIS OF MEASUREMENT 122 56.2 BASIS OF PAYMENT 122 57 RIPRAP 122 57.1 BASIS OF MEASUREMENT 122 57.2 BASIS OF PAYMENT 122 58 TREATMENT PLANT SAFETY 123 58.1 HAZARD POTENTIAL 123 58.2 REQUIRED CONTRACTOR TRAINING 123 59 TRAFFIC SIGNAL EQUIPMENT AND MATERIALS 123 59.1 BASIS OF MEASUREMENT AND PAYMENT 124 60 SIGNING AND MARKING 124 60.1 BASIS OF MEASUREMENT AND PAYMENT 124 61 ROADWAY LIGHTING 124 61.1 BASIS OF MEASUREMENT AND PAYMENT 124 62 TREE PROTECTION 124 62.1 TREE BARRICADES 124 62.2 ROOT PRUNING 125 62.3 PROPER TREE PRUNING 126 63 PROJECT WEB PAGES 127 63.1 WEB PAGES DESIGN 127 63.2 WEB ACCESSIBILITY GUIDELINES 127 63.3 THE SUN AND WAVES LOGO AND ITS USE 127 63.4 MAPS AND GRAPHICS 127 63.5 INTERACTIVE FORMS 128 63.6 POSTING 128 63.7 WEB PAGES UPDATES 128 SectionlV.docx ix 11/26/2014 64 OVERHEAD ELECTRIC LINE CLEARANCE 128 64.1 CLEARANCE OPTIONS 128 64.2 REQUIRED MINIMUM CLEARANCE DISTANCES 128 SectionlV.docx x 11/26/2014 1 1 1 r 1 1 1 1 1 r Section IV — Technical Specifications 1 SCOPE OF WORK 1.1 SCOPE DESCRIPTION Project Name: Mission Hills Raw Water Main Project Project Number: 14- 0038 -UT Scope of Work: Construction of two sections of the Mission Hills raw water main: approximately 800 ft of PVC pipe at SR 590 between East Virginia Lane and Mission Hills Blvd and approximately 200 ft of PVC pipe between Park Trail Lane and Ream Wilson Trail in the north end of Kapok Park, 100 ft of which are installed via jack- and -bore in the CSX right -of -way (ROW). Ductile iron or HDPE piping will be used only on the locations shown on the Contract Drawings or as instructed by the Owner's Authorized Project Representative. The Contractor shall provide 2 {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: 120 CONSECUTIVE CALENDAR DAYS SectionlV.docx Page 1 of 128 11/26/2014 Section IV — Technical Specifications 1.2 SCOPE OF WORK CHECKLIST Project Name: Mission Hills Raw Water Main Project Project Number: 14- 0038 -UT The following Articles of the Technical Specifications will apply to this contract if marked "X" as shown below: 1 L Scope Of Work 2.1 /1 Line and Grade Shall Be Performed By The Contractor 2.2 ❑ Line and Grade Shall Be Performed By The City 3 /1 Definition Of Terms 4 a Order And Location Of The Work 5 ./ Excavation For Underground Work 6 // Concrete 7 0 Excavation And Forms For Concrete Work 8 ■ Reinforcement 9 /1 Obstructions 10 1 Restoration Or Replacement Of Driveways, Curbs, Sidewalks And Street Pavement 11 ►1 Work In Easements Or Parkways 12 ►/ Dewatering 13 ❑ Sanitary Manholes 14 /1 Backfill 15 L Street Crossings, Etc. 16 ❑ Raising Or Lowering Of Sanitary Sewer, Storm Drainage Structures 17 a Unsuitable Material Removal 18 a Underdrains 19 ' Storm Sewers 20 // Sanitary Sewers And Force Mains 21 /1 Drainage 22 a Roadway Base And Subgrade 23 1 Asphaltic Concrete Materials 24 ❑ Adjustment To The Unit Bid Price For Asphalt 25 ❑ General Planting Specifications 26 ❑ Hdpe Deformed - Reformed Pipe Lining 27 L Plant Mix Driveways 28 ❑ Reporting Of Tonnage Of Recycled Materials 29 :1 Concrete Curbs 30 /1 Concrete Sidewalks And Driveways 31 /1 Sodding 32 ❑ Seeding 33 /1 Storm Manholes, Inlets, Catch Basins Or Other Storm Structures 34 11 Material Used 35 ' Conflict Between Plans And Specifications 36 r Street Signs 37 a Audio/Video Recording Of Work Areas 38 /1 Erosion And Siltation Control 39 11 Utility Tie In Location Marking SectionlV.docx Page 2 of 128 11/26/2014 1 1 1 1 1 1 1 1 1 r 1 1 1 1 1 1 1 1 1 1 1 1 1 Section IV — Technical Specifications 40 /1 Award Of Contract, Work Schedule And Guarantee 41 // Potable Water Mains, Reclaimed Water Mains and Appurtenances 42 ❑ Gas System Specifications 43 ❑ Tennis Courts 44 L Work Zone Traffic Control 45 ❑ Cured -In -Place Pipe Lining 46 ❑ Specifications for Polyethylene Sliplining 47 ❑ Specifications for Polyvinyl Chloride Ribbed Pipe 48 ❑ Gunite Specifications 49 ❑ Sanitary and Storm Manhole Liner Restoration 50 11 Project Information Signs 51 ❑ In -Line Skating Surfacing System 52 0 Resident Notification of Start of Construction 53 ❑ Gabions and Mattresses 54 ❑ Lawn Maintenance Specifications 55 ►/ Milling Operations 56 i1 Clearing and Grubbing 57 ❑ Riprap 58 ❑ Treatment Plant Safety 59 /1 Traffic Signal Equipment and Materials 60 II Signing And Marking 61 ►1 Roadway Lighting 62 /1 Tree Protection 63 0 Project Web Pages 64 ❑ Overhead Electric Line Clearance 2 FIELD ENGINEERING 2.1 LINE AND GRADE SHALL BE PERFORMED BY THE CONTRACTOR The Contractor shall provide and pay for field engineering service required for the project. Such work shall include survey work to establish lines and levels and to locate and lay out site improvements, structures, and controlling lines and levels required for the construction of the work. Also included are such Engineering services as are specified or required to execute the Contractor's construction methods. Engineers and Surveyors shall be licensed professionals under the laws of the state of Florida. The Contractor shall provide three (3) complete sets of As- built Survey to the Engineer prior to final payment being made as outlined in Section III (General Conditions), Article 6.11.2 of these Contract Documents. 2.1.1 GRADES, LINES AND LEVELS Existing basic horizontal and vertical control points for the project are those designated on the Drawings or provided by the City. Control points (for alignment only) shall be established by the Engineer. The Contractor shall locate and protect control points prior to starting site work and shall preserve all permanent reference points during construction. In working near any permanent property corners or reference markers, the Contractor shall use care not to remove or disturb any such markets. In the event that markers must be removed or are disturbed due to the SectionlV.docx Page 3 of 128 11/26/2014 Section IV — Technical Specifications proximity of construction work, the Contractor shall have them referenced and reset by a Land Surveyor qualified under the laws of the state of Florida. 2.1.2 LAYOUT DATA The Contractor shall layout the work at the location and to the lines and grades shown on the Drawings. Survey notes indicating the information and measurements used in establishing locations and grades shall be kept in notebooks and furnished to the Engineer with the record drawings for the project. 2.2 LINE AND GRADE SHALL BE PERFORMED BY THE CITY At the completion of all work the contractor shall be responsible to have furnished to the project inspector a replacement of the wooden lath and stakes used in the construction of this project. Excessive stake replacement caused by negligence of Contractor's forces, after initial line and grade have been set, as determined by the City Engineer, will be charged to the Contractor at the rate of $100.00 per hour. Time shall be computed for actual time on the project. All time shall be computed in one -hour increments. Minimum charge is $100.00. The City will generate the project Record construction drawings. 3 DEFINITION OF TERMS For the purpose of these Technical Specifications, the definition of terms from SECTION III, ARTICLE 1 - DEFINITIONS of these Contract Documents shall apply. For the purpose of the Estimated Quantities, the Contractor's attention is called to the fact that the estimate of quantities as shown on the Proposal Sheet is approximate and is given only as a basis of calculation upon which the award of the contract is to be made. The City does not assume any responsibility that the final quantities will remain in strict accordance with estimated quantities nor shall the contractor plead misunderstandings or deception because of such estimate of quantities or of the character or location of the work or of other conditions or situations pertaining thereto. 3.1 REFERENCE STANDARDS Reference to the standards of any technical society, organization, or associate, or to codes of local or state authorities, shall mean the latest standard, code, specification, or tentative standard adopted and published at the date of receipt of bids, unless specifically stated otherwise. 3.2 ABBREVIATIONS AND SYMBOLS Abbreviations used in the Contract Documents are defined as follows: AA Aluminum Association, Inc. AAMA Architectural Aluminum Manufacturers' Association AASHTO American Association of State Highway and Transportation Officials ACI American Concrete Institute AISI American Iron and Steel Institute AMA Acoustical Materials Association AMCA Air Moving and Conditioning Association, Inc. ANSI American National Standards Institute SectionlV.docx Page 4 of 128 11/26/2014 Section IV — Technical Specifications 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 Dep.'tnient of Transportation (Florida) EPA Environmental Protection Agency FAC Florida Administrative Code FBC Florida Building Code FFPC Florida Fire Prevention Code FGC Florida Gas Code FMC Florida Mechanical Code FPC Florida Plumbing Code FedSpec Federal Specifications HI Standards of Hydraulic Institute IBBM Iron Body, Bronzed Mounted IEEE Institute of Electrical and Electronics Engineers IPS Iron Pipe Size MIL Military Specification NAAMM National Association of Architectural Metal Manufacturers NBFU National Board of Fire Underwriters NEC National Electrical Code NEMA National Electrical Manufacturers Association NFPA National Fire Protection Association NPT National Pipe Thread NWMA National Woodwork Manufacturers' Association PCA Portland Cement Association PCI Prestressed Concrete Institute SBC Standard Building Code (SBCCI) SBCCI Southern Building Code Congress International, Inc. SDI Steel Door Institute SFPC Standard Fire Prevention Code (SBCCI) SGC Standard Gas Code (SBCCI) SJI Steel Joist Institute SMACCNA Sheet Metal and Air Conditioning Contractors' National Association SectionlV.docx Page 5 of 128 11/26/2014 Section IV — Technical Specifications SMC Standard Mechanical Code (SBCCI) SPC Standard Plumbing Code (SBCCI) SPIB Southern Pine Inspection Bureau SSPC Steel Structures Painting Council TCA Title Council of America UL Underwriters' Laboratories 4 ORDER AND LOCATION OF THE WORK This article deleted. See SECTION III, ARTICLE 18 — ORDER AND LOCATION OF THE WORK. 5 EXCAVATION FOR UNDERGROUND WORK The contractor is responsible to take all necessary steps to conduct all excavation in a manner which provides for the successful completion of the proposed work while at all times maintaining the safety of the workmen, the general public and both public and private property. The contractor's methods of work will be consistent with the standard practices and requirements of all appropriate Safety Regulatory Agencies, particularly the Occupational Safety and Health Administration (OSHA) requirements for excavation. Unless otherwise specifically stated in these plans and specifications, the methods of safety control and compliance with regulatory agency safety requirements are the full and complete responsibility of the contractor. For the purposes of the Contractor's safety planning in the bidding process, the contractor is to consider all excavation to be done in the performance of this contract to be in soil classified as OSHA "Type C ". The Contractor's attention is called to specific requirements of OSHA for excavation shoring, employee entry, location of excavated material adjacent to excavation, the removal of water from the excavation, surface encumbrances and in particular the requirement of a "Competent Person" to control safety operations. The Contractor will identify his Competent Person to City staff at the start of construction. City staff are required from time to time to perform inspections, tests, survey location work, or other similar activity in an excavation prepared by the contractor. City staff in conformance with the OSHA Excavation Safety Requirements are to only enter an excavation in compliance with these OSHA standards. The City's staff reserve the option to refuse entry into the Contractor's excavation if, in the opinion of the City's staff, the entry into the Contractor's excavation is unsafe or does not conform OSHA requirements. If this circumstance occurs, the contractor must either provide the necessary safety requirements or provide alternate means for the accomplishment of the City's work at the Contractor's expense. The restoration quantities, if any, contained in the bid proposal for this contract to not contain sufficient quantities to allow the contractor to perform excavation work using strictly the "open cut" method whereby no shoring systems are used and trench side slopes are cut to conform to OSHA safety requirements without a shoring system. In addition to safety reasons, the Contractor is required to use excavation and trench - shoring methods in compliance with all safety requirements which allow the Contractor to control the amount of restoration work necessary to complete the project. Not more than one hundred (100) feet of trench shall be opened at one time in advance of the completed work unless written permission is received from the Engineer for the distance specified. For pipe installation projects, the trench shall be six (6) inches wider on each side than the greatest external horizontal width of the pipe or conduit, including hubs, intended to be laid SectionlV.docx Page 6 of 128 11/26/2014 1 • 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section IV — Technical Specifications in them. The bottom of the trench under each pipe joint shall be slightly hollowed, to allow the body of the pipe to rest throughout its length. In case a trench is excavated at any place, excepting at joints, below the grade of its bottom as given, or directed by the Engineer, the filling and compaction to grade shall be done in such manner as the Engineer shall direct, without compensation. 6 CONCRETE Unless otherwise directed, all concrete work shall be performed in accordance with the latest editions of the Design and Control of Concrete Mixtures by the Portland Cement Association, the American Concrete Institute, and FDOT's Standard Specifications. All appropriate testing shall be performed according to the American Society of Testing Materials. Unless otherwise specified, all concrete shall have fiber mesh reinforcing and have a minimum compressive strength of 3000 p.s.i. at 28 days. The cement type shall be Type I and shall conform to AASHTO M -85. The aggregate shall conform to ASTM C -33. All ready mix concrete shall conform to ASTM C -94. The slump for all concrete shall be in the range of 3" to 5 ", except when admixtures or special placement considerations are required. The Contractor shall notify the Project Inspector a minimum of 24 hours in advance of all concrete placement. All concrete shall be tested in the following manner: Placement of less than 5 cubic yards (cy) shall be tested at the Engineer's discretion. Otherwise, for each class, for each day, for every 50 cy or part thereof exceeding 5 cy, one set of 3 compressive strength cylinders will be required (1 at 7 days and 2 at 28 days). At the discretion of the Engineer, unacceptable test results may require the Contractor to provide further tests, as determined by the Engineer, to determine product acceptability, or need for removal, and compensation or denial thereof. 7 EXCAVATION AND FORMS FOR CONCRETE WORK 7.1 EXCAVATION Excavating for concrete work shall be made to the required depth of the subgrade or base upon which the concrete is to be placed. The base or subgrade shall be thoroughly compacted to a point 6" outside said concrete work before the forms are placed. Concrete shall be poured "in the dry". 7.2 FORMS Forms for concrete work shall be either wood or metal (except curbs, metal only, unless by written permission from Engineer). They shall be free from warps or bends, shall have a depth equal to the dimensions required for the depth of the concrete deposited against them and shall be of sufficient strength when staked to resist the pressure of concrete without moving or springing. 8 REINFORCEMENT When required, reinforcement shall be placed in the concrete work. Bar reinforcement shall be deformed: ASTMA -A 615, steel shall be billet Intermediate or Hard Grade: Rail Steel A.A.S.H.T.O. M42. Twisted Bars shall not be used, Fabric Reinforcement shall conform to the SectionlV.docx Page 7 of 128 11/26/2014 Section IV — Technical Specifications requirements of AASHTO M55 (ASTM A185). Welded deformed steel wire fabric for Concrete reinforcement shall meet the requirements of AASHTO M 221 (ASTM A497). Epoxy coated reinforcing Steel Bars shall meet ASTM 775/A77 M -86 requirements. 8.1 BASIS OF PAYMENT Reinforcement shall not be paid for separately. The cost of such work shall be included in the contract unit price for the item of work specified. 9 OBSTRUCTIONS Any pipes, conduits, wires, mains, footings, driveways, or other structures encountered shall be carefully protected from injury or displacement. Any damage thereto shall be fully, promptly, and properly repaired by the Contractor to the satisfaction of the Engineer and the owner thereof. Should it become necessary to change the position of water or gas or other pipes, sewer drains, or poles, the Engineer shall be at once notified of the locality and circumstances, and no claims for damages arising from the delay in adjusting the pipe, sewer drains or poles shall be made. Failure of the plans to show the location, nature or extent of any existing structures or obstructions shall not be the basis of a claim for extra work. Any survey monument or benchmark which must be disturbed shall be carefully referenced before removal, and unless otherwise provided for, shall be replaced upon completion of the work by a registered land surveyor. Any concrete removed due to construction requirements shall be removed to the nearest expansion joint or by saw cut. Contractor shall consult Inspector for the approved means. 10 RESTORATION OR REPLACEMENT OF DRIVEWAYS, CURBS, SIDEWALKS AND STREET PAVEMENT Driveways, sidewalks, and curbs destroyed or damaged during construction shall be replaced and shall be the same type of material as destroyed or damaged, or to existing City Standards, whichever provides the stronger repair. All street pavement destroyed or damaged shall be replaced with the same type of material, to existing City Standards, unless the existing base is unsuitable as determined by the Engineer, then the base shall be replaced with City approved material. All replaced base shall be a minimum 8" compacted thickness, or same thickness as base destroyed plus 2 ", if over 6 ", and compacted to 98% of maximum density per AASHTO T- 180. Unless called for in the proposal as separate bid items, cost of the above work including labor, materials and equipment required shall be included in the bid price per lineal foot of main or square yard of base. The bid price for street pavement, restoration or replacement when called for in the proposals, shall include all materials, labor and equipment required to complete the work, and shall be paid for on a square yard basis. When replacement is over a trench for utilities, the area of replacement shall be limited to twice the depth of the cut plus twice the inside diameter of the pipe. All over this will be at the Contractor's expense. The bid price for restoration or placement of driveways, curbs and sidewalks, when called for in the proposals, shall include all materials, labor and equipment required to complete the work and shall be paid for on the basis of the following units: Driveways, plant mix - per square yard: concrete - per square foot; curbs - per lineal foot; sidewalk 4" or 6" thick - per square foot. SectionlV.docx Page 8 of 128 11/26/2014 1 1 1 1 1 1 1 1 1 1 1 1 Section IV — Technical Specifications 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 primary construction activity or a delay in approval of partial payment requests. Reasonable care shall be taken for existing shrubbery. Contractor shall replace all shrubbery removed or disturbed during construction. No separate payment shall be made for this work. The contractor shall make provision and be responsible for the supply of all water, if needed, on any and all phases of the contract work. The contractor shall not obtain water from local residents or businesses except as the contractor shall obtain written permission. Reuse water is available for the Contractor's use without charge from the City's wastewater treatment plants, provided the water is used on City of Clearwater contractual work. Details for Contractor to obtain and reuse water from the treatment plants will be coordinated at the pre - construction conference. The Contractor's use of reuse water must conform to all regulatory requirements. 12 DEWATERING 12.1 GENERAL Unless specifically authorized by the Engineer, all pipe, except subdrains, shall be laid "in the dry". The contractor shall dewater trench excavation as required for the proper execution of the work, using one or more of the following approved methods: well point system, trenched gravity underdrain system, or sumps with pumps. Well point systems must be efficient enough to lower the water level in advance of the excavation and maintain it continuously in order that the trench bottom and sides shall remain firm and reasonably dry. The well points shall be designed especially for this type of service, and the pumping unit used shall be capable of maintaining a high vacuum, and at the same time, of handling large volumes of air as well as of water. The Contractor shall be responsible for disposing of all water resulting from trench dewatering operations, and shall dispose of the water without damage or undue inconvenience to the work, the surrounding area, or the general public. He shall not dam, divert, or cause water to flow in excess in existing gutters, pavements or other structures: and to do this he may be required to conduct the water to a suitable place of discharge may be determined by the Engineer. The cost of dewatering shall be included in the unit price bid per lineal foot of pipe, or, in the case of other underground structures, in the cost of such structures. SectionlV.docx Page 9 of 128 11/26/2014 Section IV — Technical Specifications 12.2 PERMIT REQUIREMENTS 12.2.1 DEWATERING CONTROL The City of Clearwater will hold the Contractor responsible for obtaining a Generic Permit for the Discharge of Produced Groundwater from Any Non - Contaminated Site Activity prior to dewatering or discharging into the City's streets, storm sewers or waterways. Prior to discharging produced groundwater from any construction site, the contractor must collect samples and analyze the groundwater, which must meet acceptable discharge limits. The following document has been incorporated into this section for reference... 12.2.2 GENERIC PERMIT FOR THE DISCHARGE OF PRODUCED GROUND WATER FROM ANY NON - CONTAMINATED SITE ACTIVITY City Notification Procedure - Contractor must provide the City of Clearwater Environmental Department with the following information prior to beginning dewatering activities: 1) A copy of all groundwater laboratory results 2) A copy of the FDEP Notification It is recommended that the Contractor call or meet with the City Environmental staff if you have any questions. You may contact the City at 562 -4750 for direction or further assistance. STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION GENERIC PERMITOR THE DISCHARGE OF PRODUCED GROUND WATER FROM ANY NON - CONTAMINATED SITE ACTIVITY The facility is authorized to discharge produced ground water from any non - contaminated site activity which discharges by a point source to surface waters of the State, as defined in Chapter 62- 620, F.A.C., only if the reported values for the parameters listed in Table 1 do not exceed any of the listed screening values. Before discharge of produced ground water can occur from such sites, analytical tests on samples of the proposed untreated discharge water shall be performed to determine if contamination exists. Minimum reporting requirements for all produced ground water dischargers. The effluent shall be sampled before the commencement of discharge, again within thirty (30) days after commencement of discharge, and then once every six (6) months for the life of the project to maintain continued coverage under this generic permit. Samples taken in compliance with the provisions of this permit shall be taken prior to actual discharge or mixing with the receiving waters. The effluent shall be sampled for the parameters listed in Table 1. TABLE 1 Screening Values for Discharges into: Parameter Fresh Waters Coastal Waters SectionlV.docx Page 10 of 128 11/26/2014 1 1 1 t 1 1 1 1 1 1 1 1 1 1 Section IV — Technical Specifications Total Organic Carbon (TOC) 10.0 mg/1 10.0 mg /1 PH, standard units 6.0 -8.5 6.5 -8.5 Total Recoverable Mercury — by Method 1631E 0.012 tg /1 0.025 pg /1 Total Recoverable Cadmium 9.3 µg/1 9.3 1.1g/1 Total Recoverable Copper 2.91.1g/1 2.9 pg /1 Total Recoverable Lead 0.03 mg /1 5.6 µg/1 Total Recoverable Zinc 86.0 lag/1 86.0 µg /1 Total Recoverable Chromium (Hex.) 11.0 pig /1 50.0 µg/1 Benzene 1.0 µg/1 1.0 µg /1 Naphthalene 100.0 pg /1 100.0 µg /1 If any of the analytical test results exceed the screening values listed in Table 1, except TOC, the discharge is not authorized by this permit or by the City of Clearwater. (a) For initial TOC values that exceed the screening values listed in Table 1, which may be caused by naturally occurring, high molecular weight organic compounds, the permittee may request to be exempted from the TOC requirement. To request this exemption, the permittee shall submit additional information with a Notice of Intent (NOI), described below, which describes the method used to determine that these compounds are naturally occurring. The Department shall grant the exemption if the permittee affirmatively demonstrates that the TOC values are caused by naturally occurring, high molecular weight organic compounds. (b) The NOI shall be submitted to the appropriate Department district office thirty (30) days prior to discharge, and contain the following information: 1. the name and address of the person that the permit coverage will be issued to; 2. the name and address of the facility, including county location; 3. any applicable individual wastewater permit number(s); 4. a map showing the facility and discharge location (including latitude and longitude); 5. the name of the receiving water; and 6. the additional information required by paragraph (3)(a) of this permit. (c) Discharge shall not commence until notification of coverage is received from the Department. For fresh waters and coastal waters, the pH of the effluent shall not be lowered to less than 6.0 units for fresh waters, or less than 6.5 units for coastal waters, or raised above 8.5 units, unless the permittee submits natural background data confirming a natural background pH outside of SectionlV.docx Page 11 of 128 11/26/2014 Section IV — Technical Specifications this range. If natural background of the receiving water is determined to be less than 6.0 units for fresh waters, or less than 6.5 units in coastal waters, the pH shall not vary below natural background or vary more than one (1) unit above natural background for fresh and coastal waters. If natural background of the receiving water is determined to be higher than 8.5 units, the pH shall not vary above natural background or vary more than one (1) unit below natural background of fresh and coastal waters. The permittee shall include the natural background pH of the receiving waters with the results of the analyses required under paragraph (2) of this permit. For purposes of this section only, fresh waters are those having a chloride concentration of less than 1500 mg /1, and coastal waters are those having a chloride concentration equal to or greater than 1500 mg /l. In accordance with Rule 62- 302.500(1)(a -c), F.A.C., the discharge shall at all times be free from floating solids, visible foam, turbidity, or visible oil in such amounts as to form nuisances on surface waters. If contamination exists, as indicated by the results of the analytical tests required by paragraph (2), the discharge cannot be covered by this Generic Permit. The facility shall apply for an individual wastewater permit at least ninety (90) days prior to the date discharge to surface waters of the State is expected, or, if applicable, the facility may seek coverage under any other applicable Department generic permit. No discharge is permissible without an effective permit. If the analytical tests required by paragraph (2) reveal that no contamination exists from any source, the facility can begin discharge immediately and is covered by this permit without having to submit an NOI request for coverage to the Department. A short summary of the proposed activity and copy of the analytical tests shall be sent to the applicable Department district office within one (1) week after discharge begins. These analytical tests shall be kept on site during discharge and made available to the Department if requested. Additionally, no Discharge Monitoring Report forms are required to be submitted to the Department. All of the general conditions listed in Rule 62- 621.250, F.A.C., are applicable to this Generic Permit. There are no annual fees associated with the use of this Generic Permit. 13 SANITARY MANHOLES 13.1 BUILT UP TYPE Manholes shall be constructed of brick with cast iron frames and covers as shown on the drawings. Invert channels shall be constructed smooth and semicircular in shape conforming to inside of adjacent sewer section. Changes in direction of flow shall be made in a smooth curve of as large a radius as possible. Changes in size and grade of channels shall be made gradually and evenly. Invert channels shall be formed by one of the following methods: form directly into concrete manhole base, build up with brick and mortar, lay half tile in concrete, or lay full section of sewer pipe through manhole and break out top half of pipe. The manhole floor outside of channels shall be made smooth and sloped toward channels. Free drop in manholes from inlet pipe invert to top of floor outside the channels shall not exceed twenty four inches. Standard Drop Manholes shall be constructed wherever free drop exceeds twenty four inches. Manhole steps shall not be provided. Joints shall be completely filled and the mortar shall be smoothed from inside of manholes. SectionlV.docx Page 12 of 128 11/26/2014 Section IV — Technical Specifications The entire exterior of brick manholes shall be plastered with one half inch of mortar. Brick used may be solid only. Brick shall be laid radially with every sixth course being a stretcher course. 13.2 PRECAST TYPE Precast Sanitary Manholes shall conform to this specification unless otherwise approved by the City Engineer. AASHTO M 85 Type II cement shall be used throughout with a minimum wall thickness of 5 inches. The precast sections shall conform to ASTM C 478 latest revision. Section joints shall be a tongue and groove with "ram neck" gasket or "0" ring to provide a watertight joint. Minimum concrete strength shall be 4000 psi at 28 days. Three sets of shop drawings and location inventory shall be submitted to the City Engineer for approval. Approval of shop drawings does not relieve contractor of responsibility for compliance to these specifications unless letter from contractor requesting specific variance is approved by the City Engineer. Location inventory submitted with shop drawing shall detail parts of manhole per manhole as numbered on the construction plans. All manhole parts shall be numbered or lettered before being sent to the job site to permit proper construction placement. A plan or list of the numbering system shall be present on the job site when manhole components are delivered. Precast manhole dimensions, drop entry, grout flow of channel, etc., shall be as shown on City of Clearwater Engineering Index #302 Sheets 1 and 2 of 2. Manhole sections shall be rejected if abused during shipping or placement and if pipe openings are not properly aligned. The "break in" to precast manholes for pipe entry will not be allowed. The manhole base shall be set on a pad of A 1 or A 2 Classification soil approximately five (5) inches thick to secure proper seating and bearing. 13.2.1 MANHOLE ADJUSTMENT RINGS (GRADE RINGS) Between the top of the manhole cone and the manhole cover frame, a manhole adjustment ring shall be installed. The intent of the manhole adjustment ring is to accommodate future grade changes without disturbing the manhole. See Section IV, Article 23.7 — Asphaltic Concrete — Adjustment of Manholes. 13.3 DROP MANHOLES Standard drop inlets to manholes shall be constructed of commercial pipe, fittings and specials as detailed on the drawings. 13.4 FRAMES AND COVERS Manhole frames and covers shall be set in a full bed of mortar with the top of the cover flush with or higher than finished grade as directed. Refer to Detail 301. 13.5 MANHOLE COATINGS The exterior and interior of all built up manholes shall be coated with two (2) coats of Type II Asphalt emulsion, moisture and damp proof (Specification ASTM D 1227 Type II Class I) as SectionlV.docx Page 13 of 128 11/26/2014 Section IV — Technical Specifications manufactured by W.R. Meadows Sealtite or approved equal. Interior of built up manholes which have sewers entering with a free drop or which receive discharge from a force main shall have the inside plastered with 112 -inch of grout and coated as precast manholes below. The exterior of all precast manholes shall have a 15 mil dry thickness of PROCO EP214 -351 Sewper Coating or approved equal. The interior shall be AGRU SUREGRIP HDPE or PP -R Liner with a minimum thickness of 2 mm. 13.6 CONNECTIONS TO MANHOLES Connections to existing sanitary manholes using approved PVC sewer main shall be made with a manhole adapter coupling by Flo Control, Inc., or approved water stop coupling. 14 BACKFILL Material for backfill shall be carefully selected from the excavated material or from other sources as may be required by the Engineer. Such material shall be granular, free from organic matter or debris, contain no rocks or other hard fragments greater than 3" in the largest dimension and all fill shall be similar material. Backfill placed around pipes shall be carefully placed around the sides and top of pipe by hand shovels and thoroughly compacted to 12" above the pipe by tamping or other suitable means. Backfill under all types of paving shall be compacted in layers not to exceed 12" in thickness unless alternate method is approved by the Engineer. Backfill shall be a minimum of 98% compaction as determined by the modified Proctor Density Test to the bottom of pavement. Backfill outside of pavement areas shall be compacted the full depth to the ground surface to a minimum of 95% compaction of AASHTO T 180 Standard Density Test. The cost of backfill shall be included in the unit price bid per lineal foot of the pipe, or, in the case of other underground structures, in the cost of such structure. 15 STREET CROSSINGS, ETC. At such crossings, and other points as may be directed by the Engineer, the trenches shall be bridged in an open and secure manner, so as to prevent any serious interruption of travel upon the roadway or sidewalk, and also to afford necessary access to public or private premises. The material used, and the mode of constructing said bridges, and the approaches, thereto, must be satisfactory to the Engineer. The cost of all such work must be included in the cost of the trench excavation. 16 RAISING OR LOWERING OF SANITARY SEWER, STORM DRAINAGE STRUCTURES Sanitary Sewer or Storm Drainage Structures shall be raised or lowered as indicated on the plans or as indicated by the Engineer. 16.1 BASIS OF PAYMENT Payment, unless covered by a bid item, shall be included in the cost of the work. SectionlV.docx Page 14 of 128 11/26/2014 Section IV — Technical Specifications 17 UNSUITABLE MATERIAL REMOVAL All unsuitable material, such as muck, clay, rock, etc., shall be excavated and removed from the site. All material removed is property of the Contractor, who shall dispose of said material off - site at his expense. The limits of the excavation shall be determined in the field by the Engineer. 17.1 BASIS OF MEASUREMENT The basis of measurement shall be the amount of cubic yards of unsuitable material excavated and replaced with suitable material as determined by either cross sections of the excavation, truck measure, or lump sum as specified in the Scope of Work and Contract Proposal. 17.2 BASIS OF PAYMENT The unit price for the removal of unsuitable material shall include: all materials, equipment, tools, labor, disposal, hauling, excavating, dredging, placing, compaction, dressing surface and incidentals necessary to complete the work. If no pay item is given, the removal of unsuitable material shall be included in the most appropriate bid item. 18 UNDERDRAINS The Contractor shall construct sub - surface drainage pipe as directed in the Contract Scope of Work and detail drawings contained in the Project construction plans. In general, underdrain pipe shall be embedded in a bed of #6 FDOT crushed aggregate, located behind the back of curb and aggregate surface covered with a non - degradable fibrous type filter material. A #57 aggregate may be used in lieu of #6 if it is washed and screened to remove fines. The aggregate may be stone, slag or crushed gravel. Unless otherwise noted on the plans, underdrain pipe shall be 8" diameter, polyvinyl chloride pipe, in conformance with ASTM F- 758 "Standard Specification For Smooth Wall PVC Underdrain Systems for Highways" latest revision, minimum stiffness of 46 in conformance with ASTM D2412, perforations in conformance with AASHTO M -189 described in FDOT Section 948 -4.5 or latest revision and in conformance with ASTM D3034 - SDR 35. Alternate acceptable underdrain pipe material is Contech A -2000 which is a rigid PVC pipe exceeds ASTM Specifications D1784, minimum cell classification of 12454B or 12454C, manufactured per ASTM F949 -93a, minimum pipe stiffness of 50 psi, with no evidence of splitting, cracking or breaking when pipe is tested in accordance with ASTM D2412 at 60% flatting and with a double gasket joint. Underdrain pipe placed beneath existing driveways and roadways shall be non - perforated pipe with compacted backfill. All poly - chloride pipe which has become deteriorated due to exposure to ultra violet radiation shall be rejected. Where ductile iron pipe is specified, pipe material shall be the same as specified for potable water pipe in these technical specifications. All underdrain aggregate shall be fully encased in a polyester filter fabric "sock" (Mirafi 140 -N or approved equal) per the construction detail drawings. 18.1 BASIS OF MEASUREMENT Measurement shall be the number of lineal feet of 8" Sub -drain in place and accepted. SectionlV.docx Page 15 of 128 11/26/2014 Section IV — Technical Specifications 18.2 BASIS OF PAYMENT Payment shall be based upon the unit price per lineal foot for underdrain as measured above, which shall be full compensation for all work described in this section of the specifications and shall include all materials, equipment, and labor necessary to construct the underdrain (specifically underdrain pipe, aggregate and filter fabric). Underdrain clean -outs, sod, driveway, road and sidewalk restoration shall be paid by a separate bid item. 19 STORM SEWERS All storm drain pipe installed within the City of Clearwater shall be steel reinforced concrete unless otherwise specified or approved by the City Engineer. Said pipe shall comply with Section 430 of the 2013 FDOT Standard Specifications for Road and Bridge Construction. All reinforced concrete pipe joints shall be wrapped with Mirafi 140N filter fabric or equivalent (as approved by the City Engineer). The cost for all pipe joint wraps shall be included in the unit price for the pipe. All pipe, just before being lowered into a trench, is to be inspected and cleaned. If any difficulty is found in the fitting the pieces together, this fitting is to be done on the surface of the street before laying the pipe, and the tops plainly marked in the order in which they are to be laid. No pipe is to be trimmed or chipped to fit. Each piece of pipe is to be solidly and evenly bedded, and not simply wedged up. Before finishing each joint, some suitable device is to be used to find that the inverts coincide and pipe is clear throughout. 19.1 AS BUILT INFORMATION The Contractor shall submit to the Engineer the stations and left or right offsets of all manholes, inlet structures and terminals ends of subdrains, as measured from the nearest downstream manhole along the centerline of the sewer along with the elevations of the north edge of manhole cover, inverts of all pipe in structures, and the flow line of inlets. (Gutter) 19.2 TESTING The Contractor shall take all precautions to secure a perfectly watertight sewer under all conditions. At the discretion of the City Engineer or his designee, the watertightness of a sewer which has a crown lying below groundwater level may be tested by measuring the infiltration. The watertightness of sewers having crowns lying above groundwater level may be tested by filling the pipe with water so as to produce a hydrostatic head of two feet or more above the crown of the sewer at the upper end of the test section of the water table outside of the sewer, whichever is higher, and then measuring the exfiltration. In no case shall the infiltration or exfiltration exceed 150 gallon per inch of diameter per mile per day. The Contractor shall furnish all labor, materials and equipment to test the amount of infiltration or exfiltration under the Engineer's direction. Where the infiltration or exfiltration is excessive the Contractor at his own expense shall take the necessary steps to remedy such conditions by uncovering the sewer, remaking the joints or by replacing the entire length of sewer as required by the Engineer. No trench made joints may be backfilled until after they have been tested and found to be acceptable. Care shall be taken to avoid flotation. The work under this Section shall include the internal video recording of new stormwater drainage pipes and drainage structures. The Contractor shall provide the City with a video of the completed stormwater drainage system, and a written report. The Contractor shall pump down SectionlV.docx Page 16 of 128 11/26/2014 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section IV — Technical Specifications and clean the pipes and drainage structures, to the satisfaction of the City, prior to video recording. The video shall be of the standard DVD format, in color, with all the pertinent data and observations recorded as audio on the DVD. The data should include: 1) An accurate recorded footage of the pipe lengths. 2) The drainage structure number and pipe size. 3) The run of the pipe and direction of flow (i.e. from S -1 to S -2). 4) Details of structural defects, broken pipes, sags, dips, misalignments, obstructions and infiltration. The written report shall include the four (4) items listed previously. All visual and video recording inspections shall be completed by the Contractor and be in accordance with Section 430 -4.8 of the 2013 FDOT Standard Specifications for Road and Bridge Construction. Any deficient or damaged pipe discovered during the video recording process shall be the responsibility of the Contractor to repair or replace at their own expense within the contractual duration. As a complement to the video report, the Contractor shall also provide digital photos of areas of concern in electronic (computer CD) and hard copy form (in color). All known pipe breaks or those breaks discovered after the video inspection shall be repaired by the Contractor regardless of the test allowances. Faulty sections of drainage pipes or drainage structures rejected by the Engineer shall be removed and re -laid by the Contractor. Sections of pipe that are repaired, re -laid or replaced shall be accompanied with a corresponding post construction video inspection at the Contractor's expense. In all cases that a leak is found, re- inspection shall be required at the Contractor's expense, to confirm that the problem has been resolved. 19.3 BASIS OF PAYMENT Payment shall be the unit price per lineal foot for storm sewer pipe in place and accepted, measured along the centerline of the storm sewer pipe to the inside face of exterior walls of storm manholes or drainage structures and to the outside face of endwalls. Said unit price includes all work required to install the pipe (i.e. all materials, equipment, filter fabric wrap, labor and incidentals, etc.). 20 SANITARY SEWERS AND FORCE MAINS 20.1 MATERIALS 20.1.1 GRAVITY SEWER PIPE GRAVITY SEWER PIPE SHALL BE POLYVINYL CHLORIDE OR DUCTILE IRON. Polyvinyl chloride pipe and fittings shall conform with ASTM specification D 3034 for S.D.R. 35. Sewer pipe with more than 10 feet of cover shall be SDR 26. The pipe shall be plainly marked with the above ASTM designation. The bell end of joints and fittings shall have a rubber sealing ring to provide a tight flexible seal in conformance with ASTM D 3212 76. The laying length of pipe joints shall be a maximum of 20 -feet. Unless otherwise noted in these specifications or construction plans, Ductile Iron pipe and fittings for gravity sewer shall conform to Section 41 of these Technical Specifications for DIP SectionlV.docx Page 17 of 128 11/26/2014 Section IV — Technical Specifications water main except pipe shall be interior "polylined" in accordance with manufacturer's recommendations. Where sanitary sewer main is to be placed between building lots in a sideline easement, the sewer main shall, insofar as possible, be constructed without manholes or lateral connections within the side easement. The pipe material in the side easement between streets shall be C 900, SDR 18 polyvinyl chloride water main pipe as described in Technical Section 41. A two -way cleanout shall be installed on each lateral at the property line. 20.1.2 FORCE MAIN PIPE FORCE MAIN PIPE SHALL BE POLYVINYL CHLORIDE OR DUCTILE IRON. Unless otherwise noted in the specifications or construction plans, both polyvinyl chloride and ductile iron force main pipe and fittings shall conform to Section 41 of these Technical Specifications for water main pipe except that DIP shall be "polylined" in accordance with manufactures recommendations. All polyvinyl chloride pipe which has become deteriorated due to exposure to ultra violet radiation shall be rejected. 20.2 INSTALLATION 20.2.1 GRAVITY SEWER PIPE Installation of gravity sewer pipe shall be in conformance with recommended practices contained in ASTM D 2321 and Unibell UNI B 5. The bottom trench width in an unsupported trench shall be limited to the minimum practicable width (typically pipe OD plus 8 to 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. Dewatering of the trench bottom shall be accomplished using adequate means to allow preparation of bedding, placement of the haunching material and pipe in the trench without standing water. Dewatering shall continue until sufficient backfill is placed above the pipe to prevent flotation or misalignment. Where pipe bedding is insufficient to adequately support pipe, the contractor will be required to remove unsuitable material and bed pipe in Class I material (1/2" Dia. aggregate) to provide firm support of pipe. Connections to manholes with sanitary pipe shall use a joint 2 feet in length and shall use an approved water stop around pipe joint entry. The laterals shown on the plans do not necessarily reflect exact locations. The contractor is required to locate all existing laterals for reconnection and to coordinate with the construction inspector the location of all new laterals. 20.2.2 FORCE MAIN PIPE Installation of force main pipe shall be in conformance with Section 41 of these Technical Specifications for water main pipe. SectionlV.docx Page 18 of 128 11/26/2014 1 1 1 1 1 1 1 1 t 1 1 1 1 1 1 Section IV — Technical Specifications 20.3 AS BUILT DRAWINGS The contractor shall submit to the Engineer a marked set of "As Built" construction drawings describing both the stations and left or right offset of all lateral terminal ends as measured from the nearest downstream manhole along the center line of the sewer main. The as built drawings will also describe elevations of the north edge of the manhole cover rings and inverts of all main pipes in manholes. 20.4 TESTING 20.4.1 TESTING OF GRAVITY SEWERS The Contractor shall take all precautions to secure a perfectly water tight sewer under all conditions. The water tightness of a sewer which has a crown lying below groundwater level may be tested by measuring infiltration. The water tightness of sewers having crowns lying above groundwater level may be tested by filling the pipe with water so as to produce a hydrostatic head of two feet or more above the crown of the sewer at the upper end of the test section or the water table outside of the sewer, whichever is higher, and then measuring the exfiltration. In no case shall the infiltration or exfiltration exceed 50 gallon per inch of diameter per mile per day. The Contractor shall furnish all labor, materials and equipment to test the amount of infiltration or exfiltration under the Engineer's direction. Where the infiltration or exfiltration is excessive, the Contractor at his own expense shall take the necessary steps to remedy such conditions by uncovering the sewer, remaking the joints or by replacing the entire length of sewer as required by the Engineer. No such repaired joints may be backfilled until after they have been tested and found to be acceptable. Care shall be taken to avoid flotation. The Contractor shall TV inspect all mains to verify the true and uniform grade and the absence of bellies or dropped joints prior to acceptance. Any infiltration, dips or sags of more than 1/4- inches shall be cause for rejection. The above tests shall be performed at the discretion of the Engineer on any or all sections of the line. 20.4.2 TESTING OF FORCE MAINS Force mains shall be tested under a hydrostatic pressure of 150 P.S.I. for two (2) hours, as described in Section 41.04 of these Technical Specifications for the testing of water mains. 20.5 BASIS OF PAYMENT 20.5.1 GRAVITY SEWER PIPE Payment for in place sanitary sewer gravity main pipe shall be the unit price per lineal foot per appropriate range of depth of cut as contained in the contract proposal. Measurement for payment shall be along the centerline of the sewer main from center to center of manholes. Payment for laterals shall be the unit price per lineal foot of pipe as measured from the centerline of the sewer main pipe to the terminal end of the lateral pipe including a two -way cleanout at the property line. 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. SectionlV.docx Page 19 of 128 11/26/2014 Section IV — Technical Specifications 20.5.2 FORCE MAIN PIPE Payment and measurement of force main pipe shall be the same as described in Section 41 of these Technical Specifications for water main pipe. 21 DRAINAGE The Contractor shall provide proper outlet for all water courses and drains interrupted during the progress of the work and replace them in as good condition as he found them. 22 ROADWAY BASE AND SUBGRADE 22.1 BASE This specification describes the construction of roadway base and subgrade. The Contractor shall refer to Section IV, Article 1 "Scope of Work" of the city's Contract Specifications for additional roadway base and subgrade items. Roadway base shall be 8" compacted minimum thickness unless otherwise noted on the plans or directed by the Engineer. The subgrade shall be 12" compacted minimum thickness with a minimum Limerock Bearing Ratio (LBR) of 40 unless otherwise noted on the plans or directed by the Engineer. The Contractor shall obtain from an independent testing laboratory a Proctor and an LBR for each type material. The Contractor shall also have an independent testing laboratory perform all required density testing. Where unsuitable material is found within the limits of the base, Section IV, Article 17 (Unsuitable Material Removal) of the city's Contract Specifications will apply. Once the roadway base is completed, it shall be primed that same day (unless otherwise directed by the Engineer) per Section 300 of FDOT's Standard Specifications (latest edition). Repairs required to the base that result from a failure to place the prime in a timely manner shall be done to the City's satisfaction, and at the Contractor's expense. No paving of the exposed base can commence until the City approves the repaired base. The cost for placement of prime material shall be included in the bid item for base. The Contractor shall notify the Project Inspector a minimum of 24 hours in advance of all base and subgrade placement or reworking. The following base materials are acceptable: 1 SHELL BASE: Shell base shall be constructed in accordance with Sections 200 and 913 of FDOT's Standard Specifications (latest edition), and shall have a minimum compacted thickness as shown on the plans. The shell shall be FDOT approved. The cost of the prime coat shall be included in the bid item price for base. 2. LIMEROCK BASE: Limerock base shall be constructed in accordance with Sections 200 and 911 of FDOT's Standard Specifications (latest edition), and shall have a minimum compacted thickness as shown on the plans. The limerock shall be from a FDOT approved certified pit. The cost of the prime coat shall be included in the bid item price for base. 3. CRUSHED CONCRETE BASE: Crushed concrete base shall be constructed in accordance with Sections 204 and 901 of FDOT's Standard Specifications (latest edition), and shall have a minimum compacted thickness as shown on the plans. The crushed concrete material shall be FDOT approved. The Contractor shall provide certified SectionlV.docx Page 20 of 128 11/26/2014 Section IV — Technical Specifications laboratory tests on gradation to confirm that the crushed concrete base material conforms to the above specifications. The LBR shall be a minimum of 185. LBR and gradation tests shall be provided to the city by the Contractor once a week for continuous operations, or every 1000 tons of material, unless requested more frequently by the City Engineer or designee. The cost of the prime coat shall be included in the bid item price for base. 4. SOIL CEMENT BASE: Unless otherwise noted, soil cement base shall be constructed in accordance with Section 270 of FDOT's 2000 Standard Specifications, and shall have a minimum compacted thickness as shown on the plans. An Asphalt Rubber Membrane Interlayer (ARMI) shall be included in the pavement design per Section 341 of FDOT's Standard Specifications (latest edition) to minimize reflective cracking unless otherwise noted in the project plans and specifications. The ARMI layer shall be overlaid with asphalt on the same day it is placed for the Contractor to receive full compensation for the work. The soil cement base design shall be by a certified lot under the direction of a Registered Florida Professional Engineer, and must be approved by the City Engineer. Said design shall provide for a minimum of 300 P.S.I. in seven days. All plant mixed soil cement shall be certified by a registered laboratory that has been approved by the Engineer. The only approved method for spreading the cement is the use of a spreader box. The use of a spreader bar for spreading cement will not be allowed. The applying of the cement shall not be allowed when the wind velocity is sufficient to jeopardize material interests (i.e. vehicles, etc.) from airborne cement particles. The density testing frequency shall be at the discretion of the registered Florida Professional Engineer responsible for the soil cement design. 5. ASPHALT BASE: Full depth asphalt base shall be constructed in accordance with Section 280 of FDOT's 2000 Standard Specifications, and shall have a minimum compacted thickness as shown on the plans. The cost for preparation, placement and compaction shall be included in the per ton unit cost for asphalt unless otherwise noted in the project scope and plans. The cost of the tack coat shall be included in the bid item price for asphalt or base. 6. REWORKED BASE: When the plans call for the working of the existing base, the finished reworked base shall have a minimum compacted thickness of 8" unless otherwise shown on the plans or directed by the Engineer, and be constructed in accordance with the applicable FDOT requirements for the type of material used. The density requirements (except for asphalt and soil cement base) shall be per Section 200 -7 of FDOT's Standard Specifications (latest edition). For asphalt, the density requirements are per Section 330 -11 and for soil cement per Section 270 -5 of FDOT's 2000 Standard Specifications. 22.1.1 BASIS OF MEASUREMENT FOR BASE AND REWORKED BASE The basis of measurement shall be the number of square yards of base in place and accepted as called for on the plans. The maximum allowable deficiency shall be a half -inch (1/2 "). Areas deficient in thickness shall either be fixed by the Contractor to within acceptable tolerance, or if so approved in writing by the City Engineer, may be left in place. No payment, however, will be made for such deficient areas that are left in place. SectionlV.docx Page 21 of 128 11/26/2014 Section IV — Technical Specifications 22.1.2 BASIS OF PAYMENT FOR BASE AND REWORKED BASE The unit price for base shall include: all materials, roadbed preparation, placement, spreading, compaction, finishing, prime, base, subgrade (unless the plans specify a separate pay item), stabilization, mixing, testing, equipment, tools, hauling, labor, and all incidentals necessary to complete the work. Payment for asphalt base shall be included in the per ton unit cost for asphalt unless otherwise noted in the project scope and plans. 22.2 SUBGRADE All subgrade shall be stabilized and constructed in accordance with Sections 160 and 914 of FDOT's Standard Specifications (latest edition) unless otherwise noted herein. All subgrade shall have a minimum compacted thickness of 12" unless otherwise shown on the plans or directed by the Engineer. If limerock is used, it shall also meet the requirements of Section 911 of FDOT's Standard Specifications (latest edition). Where unsuitable material is found within the limits of the subgrade, Section IV, Article 17 (Unsuitable Material Removal) of the city's Contract Specifications will apply. The extent of said removal shall be determined by the Engineer in accordance with accepted construction practices. The Contractor is responsible for clearing, grading, filling, and removing any trees or vegetation in the roadbed below the subgrade to prepare it per the plans. The cost of this work shall be included in the unit price for base or subgrade. The Contractor shall obtain from an independent testing laboratory the bearing value after the mixing of materials for the stabilized subgrade. 22.2.1 BASIS OF MEASUREMENT The basis of measurement shall be the number of square yards of stabilized subgrade in place and accepted as called for on the plans. The maximum allowable deficiency for mixing depth shall be per Section 161 -6.4 of FDOT's 2000 Standard Specifications. Acceptable bearing values shall be per Section 160 -7.2 of FDOT's 2000 Standard Specifications. Areas deficient in thickness or bearing values shall either be corrected by the Contractor to within acceptable tolerance, or if so approved in writing by the City Engineer, may be left in place. No payment, however, will be made for such deficient areas that are left in place (latest edition). 22.2.2 BASIS OF PAYMENT The unit price for subgrade shall include: roadbed preparation, placement, spreading, compaction, finishing, testing, stabilizing, mixing, materials, hauling, labor, equipment and all incidentals necessary to complete the work. If no pay item is given, subgrade shall be included in the bid item for base. 23 ASPHALTIC CONCRETE MATERIALS This specification is for the preparation and application of all S -Type Marshall Mix Design asphaltic concrete materials 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 915 of FDOT's 2000 Standard Specifications. SectionlV.docx Page 22 of 128 11/26/2014 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section IV — Technical Specifications 23.1.2 BITUMINOUS MATERIALS All bituminous materials shall conform to Section 916 of FDOT's 2000 Standard Specifications. 23.2 HOT BITUMINOUS MIXTURES - PLANT, METHODS, EQUIPMENT & QUALITY ASSURANCE The plant and methods of operation used to prepare all asphaltic concrete and bituminous materials shall conform to the requirements of Section 320 of FDOT's Standard Specifications (latest edition). Unless otherwise noted, all acceptance procedures and quality control /assurance procedures shall conform to the requirements of Section 330 of FDOT's 2000 Standard Specifications. The Contractor shall note that the City shall have the right to have an independent testing laboratory select, test, and analyze, at the expense of the City, test specimens of any or all materials to be used. Tests to be performed by the independent testing laboratory every 1000 tons include, but are not limited to, Marshall stability and flow, extraction/gradation and cores to determine density and thickness. The results of such tests and analyses shall be considered, along with the tests or analyses made by the Contractor, to determine compliance with the applicable specifications for the materials so tested or analyzed. The Contractor hereby understands and accepts that wherever any portion of the work is discovered, as a result of such independent testing or investigation by the City, which fails to meet the requirements of the Contract documents, all costs of such independent inspection and investigation as well as all costs of removal, correction, reconstruction, or repair of any such work shall be borne solely by the Contractor. Payment reductions for asphalt related items shall be determined by the following: 1. Density per Section 330 -11 of FDOT's 2000 Standard Specifications. 2. Final surface or friction course tolerances per Section 330 -13 of FDOT's 2000 Standard Specifications. 3. Thickness will be determined from core borings. Deficiencies of 1/4" or greater shall be corrected by the Contractor, without compensation, by either replacing the full thickness for a length extending at least 25' from each end of the deficient area, or when the Engineer allows for an overlay per Section 330 - 15.2.3 of FDOT's Standard Specifications 2000 edition. In addition, for excesses of 1/4" or greater, the Engineer will determine if the excess area shall be removed and replaced at no compensation, or if the pavement in question can remain with payment to be made based on the thickness specified in the contract. The Contractor shall notify the Project Inspector a minimum of 24 hours in advance of the placement of all asphalt. 23.3 ASPHALT MIX DESIGNS AND TYPES All asphalt mix designs shall conform to the requirements of Sections 331 and 337 of FDOT's 2000 Standard Specifications. All asphalt mix designs shall be approved by the Engineer PRIOR to the commencement of the paving operation. Reclaimed asphalt pavement (RAP) material may be substituted for aggregate in the asphaltic concrete mixes up to 25% by weight. SectionIV.docx Page 23 of 128 11/26/2014 Section IV — Technical Specifications 23.4 ASPHALT PAVEMENT DESIGNS AND LAYER THICKNESS All asphalt pavement designs shall conform to the following requirements: Table 1: Layer Thickness for Asphalt (Layers Are Listed in Sequence of Construction) COURSE THICKNESS (Inches) LAYER THICKNESS (Inches) Type S—I Type S —I with Type S —III Top Layer Type S —III FC -3 Type S —III with FC -3 Top Layer Type S —I with FC -3 Top Layer 1st 2nd 1st 2 "d 1st 2nd 1st 2"d 1st 2nd 1st 2nd 1 1 1 11/2 11/2 2 11/4 3/4 * 1 1 21/2 11/4 11/4 1 1/2 1 1 1/2 1 3 11/4 11/2 2 1 2 1 * At the Engineer's discretion, 2" of S -III is acceptable for use on residential streets Additional Notes: 1. Type S —III shall be limited to the final (top) structural layer (one layer only). 2. All asphalt pavement designs shall conform to the requirements of Sections 331 and 337 of FDOT's 2000 Standard Specifications. 3. All pavement designs shall include a minimum of two inches of asphalt. 4. The Contractor shall be responsible to review the project plans for complete pavement design detail. 5. Unless otherwise specified on the plans, Type S —III per Section 331 of FDOT's 2000 Standard Specifications shall be used as final riding surface on streets with the speed limit of less than 35 mph, streets with an average daily traffic (ADT) of less than 3000, and all residential streets. 6. An FC -3 friction course per Section 337 of FDOT's 2000 Standard Specifications shall be used on streets with a speed limit of 35 mph or greater, and streets with an ADT of 3000 or greater. 23.5 GENERAL CONSTRUCTION REQUIREMENTS The general construction requirements for all hot bituminous pavements (including limitations of operations, preparation of mixture, preparation of surface, placement and compaction of mixture, surface requirements, correction of unacceptable pavement, etc.) shall be in accordance with Section 330 of FDOT's 2000 Standard Specifications. SectionIV.docx Page 24 of 128 11/26/2014 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section IV — Technical Specifications 23.6 CRACKS AND POTHOLE PREPARATION 23.6.1 CRACKS Cracks in roadway pavement shall be repaired prior to the application of asphaltic concrete by the following steps: 1. All debris to be removed from cracks by compressed air or other suitable method. 2. Apply a multiple layered application of bituminous binder and fine aggregate, as appropriate to the depth of the crack until the void of the crack is completely filled to the level of the surrounding roadway surface. 3. If application of asphaltic concrete is not to begin immediately after crack repair, cracks are to be sanded to prevent vehicular tracking. 4. Payment for crack filling shall be included in the unit price for asphaltic concrete. 23.6.2 POTHOLES Potholes shall be repaired prior to the application of asphaltic concrete by the following steps: 1. All debris is to be removed from potholes by hand, sweeping, or other suitable method. 2. A tack coat is to be applied to the interior surface of the pothole. 3. The pothole is to be completely filled with asphaltic concrete, and thoroughly compacted. 4. Payment for pothole preparation shall be included in the unit price for asphaltic concrete. 23.7 ADJUSTMENT OF MANHOLES The necessary adjustments of sanitary sewer and storm drain manholes and appurtenances shall be accomplished by the Contractor. The Contractor shall be paid on a per unit basis for each item. The use of manhole adjustment risers is acceptable under the following conditions: The riser shall meet or exceed all FDOT material, weld, and construction requirements. The riser shall consist of an A -36 hot rolled steel meeting or exceeding the minimum requirements of A.S.T.M. A -36. The riser shall be a single piece with a stainless steel adjustment stud and shall have a rust resistant finish. The use of cast iron, plastic, or fiberglass risers is not permitted. In addition, the installation of each riser shall be per manufacturer's specifications. Each manhole shall be individually measured, and each riser shall be physically marked to ensure that the proper riser is used. Also, the ring section shall be cleaned, and a bead of chemically resistant epoxy applied to the original casting, prior to installation of the riser. It is the Contractors responsibility to ensure that the manholes are measured, the risers are physically marked, the ring sections are thoroughly cleaned, and that the epoxy is properly applied prior to installation of each riser. If risers are not used, the adjustment of manholes shall be accomplished by the removal of pavement around manhole, grade adjustment of ring and cover, and acceptable replacement and compaction of roadway materials prior to paving. A full depth backfill using asphalt is acceptable. The use of Portland cement for backfill is not acceptable. SectionlV.docx Page 25 of 128 11/26/2014 Section IV — Technical Specifications All manhole and valve adjustments shall be accomplished prior to the application of final asphaltic concrete surface. Unless otherwise noted in the specs or on the plans, the paving operation shall occur within seven (7) calendar days from the completion of the adjustment. On arterial roadways, the manholes are to be ramped with asphalt during the time period between initial adjustment and final resurfacing. Water and gas valves, sewer cleanouts, valve boxes, tree aeration vents, etc. will be adjusted by the Contractor with the cost for this work to be included in the unit cost of the asphalt. Care must be taken around said appurtenances to ensure that they are not paved over. It is the Contractor's responsibility to inform the owners of all utilities of impending work and coordinate their adjustments so they are completed prior to the scheduled paving. 23.8 ADDITIONAL ASPHALT REQUIREMENTS 1. All impacted radius returns within project limits shall be paved unless otherwise directed by the Construction Inspector or Engineer, with payment to be included in the per ton bid item for asphalt. 2. All pavement markings impacted by placement of asphalt shall be replaced prior to the road being open to traffic unless otherwise noted in the contract scope and plans. 3. All project related debris shall be hauled off the job site by the Contractor in a timely manner and at their own expense in conformance with all regulatory requirements. 4. The Contractor shall pay particular attention to sweeping when paving. Prior to paving, all construction areas shall be swept with a Municipal type sweeper (either vacuum or mechanical type) that picks up and hauls off, dust and dirt. The sweeper must be equipped with its own water supply for pre- wetting to minimize dust. Moreover, the 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 23.1 through 23.8 above shall apply to superpave asphaltic concrete. All asphaltic concrete pavement shall be designed and placed in accordance with the FDOT Standard Specifications for Road and Bridge Construction (latest edition). SectionlV.docx Page 26 of 128 11/26/2014 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section IV — Technical Specifications 2. All aggregate shall be obtained from an approved FDOT source and shall conform to Sections 901 and 902 of FDOT's Standard Specifications (latest edition). 3. All bituminous materials shall conform to Section 916 of FDOT's Standard Specifications (latest edition). Asphaltic binder shall be Grade PG 67 -22 unless otherwise specified in the Scope of Work. 4. All superpave mix designs shall conform to Sections 320 and 334 of FDOT's Standard Specifications (latest edition). 5. All general construction requirements shall conform to Section 330 of FDOT's Standard Specifications (latest edition). 23.10 BASIS OF MEASUREMENT Basis of measurement will be the number of tons of asphaltic concrete completed, in place and accepted. Truck scale weights will be required for all asphaltic concrete used. 23.11 BASIS OF PAYMENT Payment shall be made at the contract unit price for asphaltic concrete surface as specified and measured above. This price shall include all materials, preparation, hauling, placement, tack and/or prime coat either required or placed at Engineer's discretion, leveling, spot patching, filling of cracks, pothole repair, sweeping, debris removal, labor, equipment, tools, and incidentals necessary to complete the asphalt work in accordance with the plans and specifications. 24 ADJUSTMENT TO THE UNIT BID PRICE FOR ASPHALT When this Article applies to the contract, the unit bid price for asphalt will be adjusted in accordance with the following provisions: 1. Price adjustment for asphalt shall only be made when the current FDOT Asphalt Price Index varies more than 10% from the bid price at the time of the bid opening. 2. The Bituminous Material Payment Adjustment Index published monthly by the FDOT shall be used for the adjustment of unit prices. This report is available on FDOT's interne site. The address is: http://www11.myflorida.com. It is under the section "Doing Business with FDOT" in the "Contracts Administration" section under "Asphalt Index ". For additional information, call FDOT @ 850 -414 -4000. 3. The FDOT Payment Adjustment Index in effect at the time of the bid opening will be used for the initial determination of the asphalt price. 4. The FDOT Payment Adjustment Index in effect at the time of placement of the asphalt will be used for payment calculation. 5. The monthly billing period for contract payment will be the same as the monthly period for the FDOT Payment Adjustment Index. 6. No adjustment in bid prices will be made for either tack coat or prime coat. 7. No price adjustment reflecting any further increases in the cost of asphalt will be made for any month after the expiration of the allowable contract time. 8. The City reserves the right to make adjustments for decreases in the cost of asphalt. SectionlV.docx Page 27 of 128 11/26/2014 Section IV — Technical Specifications 25 GENERAL PLANTING SPECIFICATIONS 25.1 IRRIGATION 25.1.1 DESCRIPTION A. The work specified in this Section consists of the installation of an automatic underground irrigation system as shown or noted in the plans. Provide all labor, materials, equipment, services and facilities required to perform all work in connection with the underground sprinkler irrigation system, complete, as indicated on the drawings and/or specified. Work noted as "NIC ", "existing ", or "by others" is not included in this pay item. B. The irrigation plans are schematic in nature. Valves and pipes shall be located in the turf /landscape areas except at road/paving crossings. All piping under paving shall be sleeved. Changes in the irrigation system layout shall be modified with the approval of the Engineer. 25.1.1.1 QUALITY ASSURANCE A. The irrigation work shall be installed by qualified personnel or a qualified irrigation subcontracting company that has experience in irrigation systems of similar size, scope, mainline, system pressure, controls, etc. B. All applicable ANSI, ASTM, FED.SPEC. Standards and Specifications, and all applicable building codes and other public agencies having jurisdiction upon the work shall apply. C. Workmanship: All work shall be installed in a neat, orderly and responsible manner with the recognized standards of workmanship. The Engineer reserves the right to reject material or work which does not conform to the contract documents. Rejected work shall be removed or corrected at the earliest possible time at the contractor 's expense. D. Operation and Maintenance Manuals: The contractor shall prepare and deliver to the Engineer within ten (10) calendar days prior to completion of construction a minimum of three (3) hard cover binders with three rings containing the following information: 1. Index sheet stating the contractor's address and business telephone number, 24 hour emergency phone number, person to contact, list of equipment with name(s) and address(es) of local manufacturer's representative(s) and local supplier where replacement equipment can be purchased. 2. Catalog and part sheet on every material and equipment installed under this contract. 3. Complete operating and maintenance instructions on all major equipment. 4. Provide the Engineer and the City of Clearwater maintenance staff with written and "hands on" instructions for major equipment and show evidence in writing to the Engineer at the conclusion of the project that this service has been rendered. a. Four -hour instruction (minimum) for the Drip Emitter equipment operation and maintenance. b. Two -hour instruction (minimum) for automatic control valve operation and maintenance. SectionlV.docx Page 28 of 128 11/26/2014 Section IV — Technical Specifications 25.1.1.2 PROJECT CONDITIONS A. The Irrigation Contractor shall coordinate the work with all other trades, all underground improvements, the location and planting of trees and all other planting. Verify planting requiring excavation 24 in. diameter and larger with the Engineer prior to installation of main lines. B. Provide temporary irrigation at all times to maintain plant materials. C. The Irrigation Contractor is responsible to maintain the work area and equipment until final acceptance by the Engineer. Repairs and replacement of equipment broken, stolen, or missing as well as regular maintenance operations shall be the obligation of the contractor. D. The Irrigation Contractor shall submit a traffic control plan (per FDOT specifications) to the Engineer prior to initiating construction on the site. The Contractor shall be responsible for the maintenance of traffic signs, barriers, and any additional equipment to comply with the FDOT standards and to ensure the safety of its employees and the public. 25.1.1.3 WARRANTY A. The Manufacturer(s) shall warrant the irrigation system components to give satisfactory service for one (1) year period from the date of acceptance by the Engineer and the City of Clearwater. Should any problems develop within the warranty period due to inferior or faulty materials, they shall be corrected at no expense to the City of Clearwater or FDOT. 25.1.2 PRODUCTS 25.1.2.1 GENERAL A. All materials throughout the system shall be new and in perfect condition. No deviations from the specifications shall be allowed except as noted. 25.1.2.2 PIPING A. The irrigation system pipe shall be as stated herein and shall be furnished, installed and tested in accordance with these specifications. B. All pipe is herein specified to be Polyvinyl Chloride (PVC) Pipe, 1120, Schedule 40, conforming to ASTM D2665 and D1785. C. All nipples, pipe connections, bushings, swing joints, connecting equipment to the mainline is required to be threaded Polyvinyl Chloride (PVC) Pipe, Schedule 80. 25.1.2.3 PIPE FITTINGS A. All pipe fittings for Schedule 40 PVC pipe shall be as follows: Fittings shall conform to the requirements of ASTM D2466, Standard Specification for Polyvinyl Chloride (PVC) Plastic Pipe Fittings, Schedule 80. All fittings shall bear the manufacturer's name or trademark, material designation, size, applicable IPS schedule and NSF seal of approval. The connection of mainline pipe to the automatic control valve shall be assembled with threaded Schedule 80 fittings and threaded Schedule 80 nipples. SectionlV.docx Page 29 of 128 11/26/2014 Section IV — Technical Specifications 25.1.2.4 PVC PIPE CEMENT AND PRIMER A. Provide solvent cement and primer for PVC solvent weld pipe and fittings as recommended by the manufacturer. Pipe joints for solvent weld pipe to be belled end. B. Purple primer shall be applied after the pipe and fittings has been cut and cleaned. The Primer shall be of contrasting color and be easily recognizable against PVC pipe. 25.1.2.5 THREADED CONNECTIONS A. Threaded PVC connections shall be made using Teflon tape or Teflon pipe sealant. 25.1.2.6 GATE VALVES 25.1.2.6.1 MANUAL GATE VALVES 2 IN. AND SMALLER A. Provide the following, unless otherwise noted on Drawings: 1. 200 -250 psi Ball Valve 2. PVC body - with Teflon Ball Seals 3. Threaded -Dual end Union Connectors 4. Non -Shock Safe -T Shear Stem 5. Safe -T -Shear True Union Ball Valve as manufactured by Spears Manufacturing Company , Sylmer, California, or approved equal. 25.1.2.6.2 GATE VALVES 2'/2" IN. AND LARGER A. Provide the following, unless otherwise noted on Drawings: 1. AWWA -C -509 2. 2001b. O.W.G. 3. Cast Iron body - ASTM A 126 Class B 4. Deep socket joints 5. Rising stem 6. Bolted bonnet 7. Double disc 8. Equipped with 2" square operating key with tee handle B. Provide two (2) operating keys for gate valve 3" and larger. The "street key" shall be 5' long with a 2" square operating nut. 25.1.2.7 SLEEVES A. Sleeves: (Existing by City of Clearwater) 25.1.2.8 REMOTE CONTROL VALVES A. The remote control valve shall be a solenoid actuated, balance- pressure across -the diaphragm type capable of having a flow rate of 25 -30 gallons per minute (GPM) with a SectionlV.docx Page 30 of 128 1 1/26/2014 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section IV — Technical Specifications pressure loss not to exceed 6.1 pounds per square inch (PSI). The valve pressure rating shall not be less than 150 psi. B. The valve body and bonnent shall be constructed of high impact weather resistant plastic, stainless steel and other chemical/UV resistant materials. The valve's one -piece diaphragm shall be of durable santoprene material with a clog resistant metering orifice. C. The valve body shall have a 1" inch (FNPT) inlet and outlet or a one inch slip by slip inlet and outlet for solvent weld pipe connections. D. The valve construction shall be as such to provide for all internal parts to be removable from the top of the valve without disturbing the valve installation. E. The valve shall be as manufactured by Rain Bird Sprinkler Mfg. Corp., Glendora, California, or approved equal. F. Identify all control valves using metal I.D. tags numbered to match drawings. 25.1.2.9 VALVE BOXES A. For remote control drip valve assembly and UNIK control timer use a Brooks #36 concrete value box with #36 -T cast iron traffic bearing cover, or approved equal. B. For flush valve assembly use an Ametek #181014 (10 ") circular valve box with #181015 cover comparable to Brooks, or approved equal. 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 drippers shall be welded to the inside wall of the tubing as an integral part of the tubing assembly. These drippers shall be constructed of plastic with a hard plastic diaphragm retainer and a self - flushing /cleaning elastomer diaphragm extending the full length of the dripper. 25.1.2.10.2 OPERATION A. The drippers shall have the ability to independently regulate discharge rates, with an inlet pressure of seven to seventy (7 -70) pounds per square inch (PSI), at a constant flow and with a manufacturer's coefficient of variability (Cv) of 0.03. Recommended operating pressure shall be between 15 -45 PSI. The dripper discharge rate shall be 0.4, 0.6, or 0.9 gallons per hour (GPH) utilizing a combination turbulent flow /reduced pressure compensation cell mechanism and a diaphragm to maintain uniform discharge rates. The drippers shall continuously clean themselves while in operation. The dripperline shall be available in 12 ", 18" and 24" spacing between drippers unless otherwise specified. Techline pipe depth shall be under mulch unless otherwise specified on Plans. Maximum system pressure shall be 45 PSC. Filtration shall be 120 mesh or finer. Bending radius shall be 7 ". SectionIV.docx Page 31 of 128 11/26/2014 Section IV — Technical Specifications B. For on- surface or under mulch installations, 6" metal wire staples (TLS6) shall be installed 3' -5' on center, and two staples installed at every change of direction. 25.1.2.10.3 LINE FLUSHING VALVES A. The sub - surface system shall utilize Automatic Line Flush Valves at the end of each independent zone area. This valve shall be capable of flushing one gallon at the beginning of each irrigation cycle. The valves shall match the dripline manufacturer and connect directly to the dripline. 25.1.2.10.4 AIR/VACUUM RELIEF VALVE A. Each independent irrigation zone shall utilize an Air /Vacuum Relief Valve at its high point(s). The air and vacuum relief valve shall seal effectively from 2 to 110 psi. 25.1.2.10.5 PRESSURE REGULATORS A. The pressure regulator shall be designed to handle steady inlet pressures over 150 pounds per square inch (psi) and maintain a constant outlet pressures of 25 psi. Regulating accuracy shall be within =/ -6 %. The pressure regulator shall be manufactured from high - impact engineering grade thermoplastics. Regulation shall be accomplished by a fixed stainless steel compression spring which shall be enclosed in a chamber separate from the water passage. 25.1.2.10.6 FILTERS A. The filter shall be a multiple disc type filter with notation indicating the minimum partial size to travel through or the mesh size of the element being used. The discs shall be constructed of chemical resistant thermoplastic for corrosion resistance. 25.1.2.10.7 FITTINGS A. All connections shall be made with barb or compression type fitting connections. Fittings and dripline shall be as manufactured by the manufacturer of the dripline to ensure the integrity of the subsurface irrigation system. 25.1.2.11 AUTOMATIC CONTROL TIMER A. The irrigation controller (control module) shall be programmable by a separate transmitter device only. The program shall be communicated to the Control Module from the Field Transmitter via an infrared connection. The controller shall be of a module type which may be installed in a valve box underground. The controller shall function normally if submerged in water and the communication from the transmitter shall function if submerged in water. B. The control module shall be housed in an ABS plastic cabinet and shall be potted to insure waterproof operation. The control module shall have two mounting slots for screws allowing the module to be securely mounted inside a valve box. C. The controller shall operate on one nine volt alkaline battery for one full year regardless of the number of stations utilized. The controller shall operate 1, 2, or 4 stations either sequentially or independently. SectionlV.docx Page 32 of 128 11/26/2014 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section IV — Technical Specifications D. The controller shall have three independent programs with eight start times each, station run time capability from one minute to twelve hours in one minute increments, and a seven day calendar. The controller shall turn on stations via latching solenoids installed on the valves. Manual operations shall be initiated by attaching the Field Transmitter to the Control Module and programming a manual start. The controller shall be capable of manual single station or manual program operation. E. The controller shall be as manufactured by Rain Bird Sprinkler Mfg. Corp., Glendora, California USA. 25.1.2.12 FIELD TRANSMITTER A. The irrigation controller shall be programmable by a separate transmitter device (Field Transmitter) only. The Field Transmitter shall communicate to the Control Module via an infrared connection. The Field Transmitter shall be water resistant and housed in ABS plastic and have a removable, reversible protective sheath. The Field Transmitter shall operate on one 9V alkaline battery. B. The Field Transmitter shall have a large LCD screen and a seven -key programming pad. A beep sound shall confirm every key stroke. The screen shall automatically turn off after one minute when not in use. C. The Field Transmitter shall be capable of programming an unlimited number of UNIK Control Modules. D. The Field Transmitter shall be as manufactured by Rain Bird Sprinkler Mfg. Corp., Glendora, California USA. 25.1.2.13 LATCHING SOLENOID A. The Latching Solenoid shall be supplied with an installed, filtered adapter allowing installation of the solenoid onto any Rain Bird DV, PGA, PEB, PES -B, GB, of EFB series valve. B. The Latching Solenoid shall be as manufactured by Rain Bird Sprinkler Mfg. Corp., Glendora, California USA. 25.1.3 EXECUTION 25.1.3.1 GENERAL INSTALLATION REQUIREMENTS A. Before work is commenced, hold a conference with the Engineer to discuss general details of the work. B. Verify dimensions and grades at job site before work is commenced. C. During the progress of the work, a competent superintendent and any assistants necessary shall be on site, all satisfactory to the Engineer. This superintendent shall not be changed, except with the consent of the Engineer. The superintendent shall represent the Contractor in his absence and all directions given to the superintendent shall be as binding as if given to the Contractor. D. Obtain and pay for all irrigation and plumbing permits and all inspections required by outside authorities. SectionlV.docx Page 33 of 128 11/26/2014 Section IV — Technical Specifications E. All work indicated or notes on the Drawings shall be provided whether or not specifically mentioned in these Technical Special Provisions. F. If there are ambiguities between the Drawings and Specifications, and specific interpretation or clarification is not issued prior to bidding, the interpretation or clarification will be made only by the Engineer, and the Contractor shall comply with the decisions. In event the installation contradicts the directions given, the installation shall be corrected by the Contractor at no additional cost. G. Layout of sprinkler lines shown on the Drawing is diagrammatic only. Location of sprinkler equipment is contingent upon and subject to integration with all other underground utilities. Contractor shall employ all data contained in the contract Documents and shall verify this information at the construction site to confirm the manner by which it relates to the installation. H. Do not proceed with the installation of the sprinkler system when it is apparent that obstructions or grade differences exist or if conflicts in construction details, legend, or specific notes are discovered. All such obstructions, conflicts, or discrepancies shall be brought to the attention of the Engineer. I. The disturbance of existing paving will not be permitted. Install all required sleeving prior to roadway base. 25.1.3.2 EXCAVATING AND BACKFILLING 25.1.3.2.1 TRENCHING - GENERAL A. Dig sides of trenches straight. Provide continuous support for pipe on bottom of trenches. Lay pipe to uniform grade. Trenching excavation shall follow layout indicated on Drawings. B. Maintain 6 in. horizontal and minimum clearance between sprinkler lines and between all lines of other trades. C. Do not install sprinkler lines directly above another line of any kind. D. Maintain 6 in. vertical minimum between sprinkler lines which cross at angles of 45 degrees to 90 degrees. E. Exercise care when excavating, trenching and working near existing utilities. 25.1.3.2.2 BACKFILLING A. All pressure supply lines (mainline) shall have 18" of fill placed over the pipe. B. Initial backfill on all lines shall be of a fine granular material with no foreign matter larger than 1/2 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. SectionlV.docx Page 34 of 128 11/26/2014 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section IV — Technical Specifications G. Compaction shall be obtained by the use of mechanical tampers or approved hand tampers. When hand tampers are used, the materials shall be deposited in layers not more than six (6 ") inches thick. The hand tampers shall be suitable for this purpose and shall have a face area of not more than 100 square inches. Special precautions shall be taken to prevent damage to the irrigation system piping and adjacent utilities. 25.1.3.2.3 ROUTING OF PIPING: A. Routing of pressure and non - pressure piping lines are indicated diagrammatically on Drawings. B. Coordinate specimen trees and shrubs with routing of lines. 1. Planting locations shall take precedence over sprinkler and piping locations. 2. Report to Owner any major deviation from routing indicated. C. Conform to Drawings layout without offsetting the various assemblies from the pressure supply line. D. Layout drip tube and make any minor adjustments required due to differences between site and Drawings. Any such deviations in layout shall be within the intent of the original Drawings, and without additional cost. E. Layout all systems using an approved staking method, and maintain the staking of approved layout. 25.1.3.3 INSTALLATION 25.1.3.3.1 WATER SUPPLY A. Connections to the water sources shall be at the approximate locations indicated on the Drawings. Make minor changes caused by actual site conditions without additional cost to the Owner. 25.1.3.3.2 ASSEMBLIES A. Routing or pressure supply lines as indicated on Drawings is diagrammatic only. Install lines and required assemblies in accordance with details on Drawings. B. Do not install multiple assemblies on plastic lines. Provide each assembly with its own outlet. When used, the pressure relief valve shall be the last assembly. C. Install all assemblies in accord with the respective detail Drawings and these Technical Special Provisions. D. Plastic pipe and threaded fittings shall be assembled using Teflon tape, applied to the male threads only. 25.1.3.3.3 SLEEVES: (EXISTING BY CITY OF CLEARWATER) A. The contractor shall verify the location of all existing sleeves as shown on the roadway, utility and/or irrigation plans and notify the Engineer of any discrepancies. 25.1.3.3.4 PLASTIC PIPE A. Install plastic pipe in accord with manufacturer's recommendations. SectionlV.docx Page 35 of 128 11/26/2014 Section IV — Technical Specifications B. Prepare all welded joints with manufacturer's cleaner prior to applying solvent. 1. Allow welded joints as least 15 minutes setup /curing time before moving or handling. 2. Partially center load pipe in trenches to prevent arching and shifting when water pressure is on. 3. Do not permit water in pipe until a period of at least four hours has elapsed for solvent weld setting and curing, unless recommended otherwise by solvent manufacturer. C. Curing 1. When the temperature is above 80 degrees F., allow soluble weld joints at least 24 hours curing time before water is introduced under pressure. D. Flushing the system: 1. After all sprinkler pipe lines and risers are in place and connected, open the control valves and flush out the system with a full head of water. E. Installing piping under existing pavement: 1. Piping under existing pavement may be installed by jacking & boring. 2. Secure permission from the Engineer before cutting or breaking any existing pavement. All repairs and replacements shall be approved by Engineer and shall be accomplished at no additional cost. 25.1.3.3.5 CONTROLLERS A. Install all automatic controllers as shown in the plans. 1. The location of all controllers shall be approved by the Engineers representative prior to installation. 25.1.3.3.6 REMOTE CONTROL VALVES A. Install at sufficient depth to provide not more than 6 in., nor less than 4 in. cover from the top of the valve to finish grade. B. Install valves in a plumb position with 24 in. minimum maintenance clearance from other equipment, 3 feet minimum from edges of sidewalks, buildings, and walls, and no closer than 7 feet from the back of curb or edge of pavement along roadways. C. Contractor shall adjust the valve to provide the proper flow rate or operating pressure for each sprinkler zone. 25.1.3.3.7 GATE VALVES A. Install where indicated and with sufficient clearance from other materials for proper maintenance. B. Check and tighten valve bonnet packing before backfill. SectionlV.docx Page 36 of 128 11/26/2014 Section IV — Technical Specifications 25.2 LANDSCAPE 25.2.1 GENERAL 25.2.1.1 RELATED DOCUMENTS A. The Contract Documents shall include the Plans, Details, Specifications, Bid Proposal, Contract Agreement, including Installation Schedule, all Addenda, and Contractual and Special Conditions when required. 25.2.1.2 REQUIREMENTS OF REGULATORY AGENCIES A. Comply with Federal, State, Local, and other duly constituted authorities and regulatory agencies, without additional cost to the Owner in matters pertaining to codes, safety, and environmental matters. B. Any permits for the installation or construction of any of the work included under the contract, which are required by any of the legally constituted authorities having jurisdiction, shall be arranged for by the Contractor and paid for directly by the Contractor, unless otherwise agreed upon in writing. 25.2.1.3 SCOPE OF WORK A. All provisions of Contract, including General and Special Provisions and Plans, apply to the work specified in this Section. The Scope of Work includes everything for and incidental to executing and completing all landscape work shown on the Plans, Schedules, Notes and as specified herein. B. Furnish and provide all labor, plants and materials tools and equipment necessary to prepare the soil for plantings, to install and care for all plant materials (including finish grading if necessary); to remove and/or transplant existing plants if indicated; to furnish, plant, fertilize, guy and brace, water, mulch and prune all new plant materials; and to execute all other Work as described herein or indicated on the Plans. C. Work under this Section shall include labor and materials for final grading and raking to prepare the site for sodding, sprigging, or seeding, so finished lawn or playing field will appear even and uniform, will drain adequately, and will comply with the intent of the landscape drawings. D. Initial maintenance of landscape materials as specified in this document. 25.2.1.4 QUALITY ASSURANCE A. Landscape work shall be contracted to a single firm specializing in landscape work, who shall in turn subcontract no more than 40% of the work specified. All subcontractors under the control of the Contractor involved in the completion of the landscape work, shall be made known to the Owner and the Landscape Architect prior to their commencement of work on the project. B. All work of this Section shall conform to the highest standard of landscape practices. C. The Plant Material Schedule included with these Plans is provided only for the Contractor's convenience; it shall not be construed as to conflict or predominate over the SectionlV.docx Page 37 of 128 11/26/2014 Section IV — Technical Specifications Plans. If conflict between the Plans and Specifications exists, the Plan shall predominate and be considered the controlling document. D. During this work, the Contractor shall be responsible for maintaining safety among persons in his employ in accordance with the standards set by The Occupational Safety and Health Act of 1970 (and all subsequent amendments). Owner and Landscape Architect shall be held harmless from any accident, injury or any other incident resulting from compliance or non - compliance with these standards. E. The Contractor shall cooperate with and coordinate with all other trades whose work is built into or affects the work in this Section. F. All appropriate utility companies and agencies shall be contacted 72 hours prior to excavation. Call "One Call" at 1- 800 - 432 -4770. G. The Contractor shall carefully examine the site and all existing conditions affecting the work, such as: soil, obstructions, existing trees, utilities, etc. Report any conditions in conflict with the work to the Landscape Architect. 25.2.1.5 SUBMITTALS A. The Contractor is required to submit prior to the expiration of the required maintenance period, two copies of typewritten instructions recommending procedures to be established by the Owner for maintenance of landscape work for a period of one year. B. Furnish unit prices for all plant materials and inert materials, including labor for all specified work. 25.2.1.6 ALTERNATES, ADDITIONS, DELETIONS, SUBSTITUTIONS A. If there are additions /alternates included in these Plans and Specifications, the Contractor must propose prices to accomplish the work stated as additions /alternates at the time of bidding. B. The Owner, through his Project Representative, reserves the right to add or deduct any of the work stated herein without rendering the Contract void. C. The Contractor must have written approval by the Project Representative for any substitutions not previously agreed to in the purchase agreement: installation without approval is entirely at the Contractor's risk. D. All material acquired through additions or substitutions shall be subject to all conditions and warranties stated herein. 25.2.1.7 ABBREVIATIONS /DEFINITIONS O.A. or HT.: The over -all height of the plant measured from the ground to the natural, untied state of the majority of the foliage, not including extreme leaves, branches or fronds. C.T.: 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. SectionlV.docx Page 38 of 128 11/26/2014 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section IV — Technical Specifications C.W.: Clear wood is measured from the ground to the bottom of the base of the lowest leaf sheath or boot, trimmed in a natural manner. For example, on Canary Island Date Palms or similar, the clear wood measurement does not include the "nut" at the base of the fronds. SPR.: Spread, branches measured in natural untied position to the average crown diameter, not including extreme leaves, branches or fronds. ST. TR.: Straight trunk. MIN.: Minimum. GAL.: Gallon container size, i.e., 1 gallon, 3 gallon, 7 gallon, etc. O.C.: On center, distance between plant centers. DIA.: Diameter. L VS.: 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.: B &B: PPP.. FG: STD.: Owner. 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. Balled and burlapped in accordance with horticultural standards of the American Association of Nurserymen. Plants per pot. Field grown. Standard, single, straight trunk. To be known as that entity which holds title or control to the premises on which the work is performed. Owner's Representative: Owner's on -site representative shall be responsible for approval of quantity and quality of materials specified and execution of installation. SectionlV.docx Page 39 of 128 11/26/2014 Section IV — Technical Specifications Contractor: Shall refer to that person or enterprise commonly known as the Landscape Contractor. Landscape Architect: This person or firm is the responsible representative of the Owner who produces the landscape Plans and Specifications. 25.2.1.8 PRODUCT DELIVERY, STORAGE, AND HANDLING 25.2.1.8.1 PLANT MATERIALS A. Provide container grown or if appropriate, freshly dug trees and shrubs. Do not prune prior to delivery. Do not bend or bind trees or shrubs in such a manner as to damage bark, break branches or destroy natural shape. Provide protective covering during delivery. If plant delivery is made in open vehicles, the entire load shall be suitably covered. B. All plants are to be handled at all times so that roots or root balls are adequately protected from sun, cold, or drying winds. No root balls for trees and container plants that have been cracked or broken shall be planted except upon special approval. Plants shall not be pulled by the tops or stems, nor handled in a rough or careless manner at any time. C. Balled and burlapped plants shall be moved with firm, natural, balls of soil, not less than 1 foot diameter of ball to every 1 inch caliper of trunk; root ball depth shall not be less than 2/3 of root ball diameter. B & B plants which cannot be planted upon delivery shall have their root balls covered with moist soil or mulch. D. Trees shall be dug with adequate balls, burlapped, and wire bound if needed. Root pruning to be done a minimum of 4 weeks before removal from the field and planting at the site. Root balls may not be encased in "grow bags" or other synthetic material, except plastic shrink wrap for transport only. E. Remove all fronds form sabal palms prior to planting, but leave a minimum of 12 inches of new frond growth above the bud. Do not damage bud. On all other palms, only a minimum of palm fronds shall be removed from crown to facilitate moving and handling. Clear trunk shall be determined after minimum fronds have been removed. Boots shall be removed from trunk unless otherwise specified. Palms shall be planted within 24 hours of delivery. F. Deliver trees and shrubs after preparations for planting have been completed and plant immediately. If planting is delayed more than 6 hours after delivery, set trees and shrubs in shade, protect from weather and mechanical damage, and cover to keep the roots moist. G. Label at least one tree and one shrub of each variety with a securely attached waterproof tag bearing legible designation of botanical and common name. H. Sod: Time delivery so that sod will be placed within twenty -four (24) hours after stripping. Protect sod against drying and breaking by covering palettes of sod or placing in a shaded area. SectionlV.docx Page 40 of 128 11/26/2014 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section IV — Technical Specifications 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 borne by the Contractor at no additional cost to the Owner. C. The Owner's Representative's may request in writing work stoppage. Upon written request from the Owner's Representative, the Landscape Contractor shall suspend delivery of material and stop all work for such a period as deemed necessary by the Owner, the Owner's Representative, or the General Contractor with respect to any additional costs which may result from work stoppage. 25.2.1.9.3 UTILITIES A. The Contractor shall perform work in a manner which will avoid conflicts with utilities. Hand excavate, as required, to minimize possibility of damage to underground utilities. Maintain grade stakes set by others until removal is mutually agreed upon by all parties concerned. SectionlV.docx Page 41 of 128 11/26/2014 Section IV — Technical Specifications 25.2.2 PRODUCTS 25.2.2.1 MATERIALS 25.2.2.1.1 PLANT MATERIALS: NOMENCLATURE A. Plant species, sizes, etc. shall be per Plans and Specifications on Plant Material Scheduled. Nomenclature is per Manual of Cultivated Plant, Standard Encyclopedia of Horticulture, L.H. Bailey, or Standardized Plant Names Dictionary, American Joint Committee on Horticultural Nomenclature (latest editions), or conforms with names accepted in the nursery trade. 25.2.2.1.2 PLANT MATERIALS: QUALITY ASSURANCE A. Provide healthy, vigorous stock grown under climatic conditions similar to conditions in the locality of the project. Plants shall have a habit of growth that is normal for the species and be sound, healthy, vigorous and free from insect pests or their eggs, plant diseases, defects and injuries. Plants shall be well branched and densely foliated when in leaf and shall have healthy, well - developed root systems. B. Trees shall be heavily branched or, in the case of palms, be heavily leafed. Some plant materials may be collected stock with the approval of the Landscape Architect. Provided tree species that have a single main trunk (central leader), unless otherwise stated. Trees that have the main trunk forming a "Y" shape or parallel branching are not acceptable. C. Plant materials shall be specified and shall be Florida #1 or better as to shape and quality for the species as outlined in Grades and Standards for Nursery Plants Part I and II, Florida Department of Agriculture and Consumer Services (latest edition). D. The Owner or Landscape Architect reserves the right to inspect plant materials either at the place of growth or at the project site prior to planting for compliance with requirements for name variety, size quality, or designated area. E. Landscape materials shall be shipped with certificates of inspection as required by governmental authorities. The Contractor shall comply with all governing regulations that are applicable to landscape materials. F. Do not make substitutions. If specified landscape material is not available, submit Landscape Architect proof of it being non - available. In such event, if the Landscape Architect designates an available source, such shall be acquired from designated source. When authorized, a written change order for substitute material will be made by adjustment to Contract amount. G. Height and/or width of trees shall be measured from ground up; width measurement shall be normal crown spread of branches with plants in the normal position. This measurement shall not include immediate terminal growth. All measurements shall be taken after pruning for specified sizes. All trees and shrubs shall conform to measurements specified in the plant material schedule, except that plant material larger than specified may be used with the approval of the Owner or Landscape Architect; with no increase to the Contract price. Plant materials shall not be pruned prior to delivery. H. Plant Material shall be symmetrical, typical for variety and species. Plants used where symmetry is required shall be matched as nearly as possible. SectionlV.docx Page 42 of 128 11/26/2014 Section IV — Technical Specifications I. Balled and burlapped plants shall have firm, natural balls of earth of sufficient diameter and depth to encompass the feeding root system necessary for full development of the plant and to conform with the standards of the American Association of Nurserymen. Root balls and tree trunks shall not be damaged by improper binding and B & B procedures. J. Container -grown plants may be substituted for balled and burlapped plants or vice -versa provided the quality is equal or better than specified and the Landscape Architect approves the substitution. K. Container grown stock shall have been grown in containers for at least four months, but not over two years. If requested, samples must be shown to prove no root bound condition exists. 25.2.2.1.3 GRASSES: SOD OR SEED A. Sod or seed (as/if specified) shall be a species as stated on the Plan. Solid sod shall be of even thickness and with a good root structure, 95% free of noxious week, freshly mowed before cutting, and in healthy condition when laid. It must not be stacked more than 24 hours before laying and it must be grown in soil compatible to that in which it will be installed. Sod must be kept moist prior to and after installation. B. Seed shall be delivered to the site in unopened bags with certification tags in place. Purity, germination and weed content shall be as certification requirements. 25.2.2.1.4 MULCH A. Mulch shall be 100% Grade `B" shredded cypress bark mulch, thoroughly mixed with a pre- emergence weed killer according to the label directions as specified on the plan. B. Install mulch to an even depth of 3" before compaction. 25.2.2.1.5 FERTILIZER A. Granular fertilizer shall be uniform in composition; free flowing and suitable for application with approved equipment; received at the site in full, labeled, unopened bags bearing the name, trade name or trademark and warranty of the producer; fully conforming to State of Florida fertilizer laws. B. All fertilizer shall bear the manufacturer's statement of analysis and shall contain the appropriate minimum amounts of elements for the type of use specified herein. C. Agriform 20 -10 -5 fertilizer tablets or approved equal, shall be placed in planting pit for all plant materials at time of installation and prior to completion of pit backfilling. D. Ground cover and annual areas shall receive fertilization with Osmocote Time Release Fertilizer according to product instructions and rate. E. For sod and seeded areas, fertilize with a complete granular fertilizer on Bahia and St. Augustine grass at the rate of one (1) pound of nitrogen per one thousand (1,000) square feet. Fertilizer shall be commercial grade, mixed granules, with 30% - 50% of the nitrogen being in slow or controlled release form. The ratio of nitrogen to potash will be 1:1 or 2:1 for complete fertilizer formulations. Phosphorus shall be no more than 1/4 the nitrogen level. They shall also contain magnesium and micronutrients (i e manganese, iron, zinc, copper, etc.). SectionlV.docx Page 43 of 128 11/26/2014 Section IV — Technical Specifications 25.2.2.1.6 STAKES AND GUYS A. For trees, approved plastic or rubber guys shall be used between the stakes and the tree trunk. Galvanized steel guy wire shall not be used. B. Stakes shall be cut from 2" x 4" pressure treated (p.t.) stock for trees over 2" caliper. Stakes shall be 2" x 2" pressure treated (p.t.) stock for trees 2" caliper and under. A minimum of 2 stakes per tree or an optional 3 stakes per tree shall be used. C. For single trunk palms, stakes shall be cut from 2" x 4" pressure treated (p.t.) stock, with a minimum of 3 stakes per palm. Batten consisting of 5 layers of burlap and 5 - 2" x 4" by 16" wood connected with two - 3/4" steel bands shall be used around the palm trunk. D. Other tree staking systems may be acceptable if approved. 25.2.2.1.7 PLANTING SOIL A. Unless stated on the plans or in the specifications, install plant material in tilled and loosened native soil backfill. It is the responsibility of the Landscape Contractor to test, prior to planting and at no additional cost to the Contract, any soils which may be unsuitable for the vigorous growth of plants. Unsuitable conditions shall be reported to the Landscape Architect immediately in writing. B. When required, planting soil media shall be provided by the Contractor and shall consist of 1/3 peat and 2/3 sandy loam, with no lumps over 1 ". C. Backfill and clean fill dirt provided by the Contractor shall be in a loose, friable soil. There must be slight acid reaction to the soil (about 6.0 — 6.5 pH) with no excess of calcium or carbonate, and it shall be free from excess weeds, clay lumps, stones, stumps, roots and toxic substances or any other materials that might be harmful to plant growth or a hindrance to grading, planting, and maintenance procedures and operations. No heavily organic soil, such as muck or peat shall be used as fill dirt. D. Bed preparation for annual beds under 1 gallon container size shall consist of 3" of Florida peat or other approved organic soil amendment spread over full length and width of planting area. Rototil organic layer 6 inches to 8 inches into native soil. 25.2.2.1.8 SOIL AMENDMENTS A. Terra -Sorb AG or approved equal, soil amendment shall be mixed with native or planting soil for all trees, shrubs, ground cover, and annuals according to manufacturer's recommended application rates and methods, if specified on the Plans. 25.2.2.1.9 TREE PROTECTION A. Wood fencing shall be 2" x 4" pressure treated (p.t.) stock with flagging on horizontal members. Space vertical members 6 feet to 8 feet on center. The barricade shall be placed so as to protect the critical protection zone area, which is the area surrounding a tree within a circle described by a radius of one foot for each inch of the tree's diameter at breast height DBH at 4 - 1/2 feet above grade. SectionlV.docx Page 44 of 128 1 1/26/2014 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section IV — Technical Specifications 25.2.2.1.10 ROOT BARRIER SYSTEM A. Root barrier fabric shall be installed when specified in the plans and/or specifications for protection of adjacent paved surfaces according to specific product name or equal. Install as directed by the manufacturer. 25.2.2.1.11 PACKAGED MATERIALS A. Deliver packaged materials in containers showing weight, analysis and name of manufacturer. Protect materials from deterioration during delivery and while stored at the site. 25.2.2.1.12 PESTICIDES A. Pesticides shall be only approved, safe brands applied according to manufacturer's directions. 25.2.3 EXECUTION 25.2.3.1 PREPARATION 25.2.3.1.1 OBSTRUCTIONS BELOW GROUND A. It shall be the responsibility of the Contractor to locate and mark all underground utilities, irrigation lines and wiring prior to commencement of the work. B. If underground construction, utilities or other obstructions are encountered in excavation of planting areas or pits, the Landscape Architect shall be immediately notified to select a relocated position for any materials necessary. 25.2.3.1.2 GRADING AND PREPARATION FOR PLANT MATERIALS A. All proposed landscape areas containing existing turf grass or weeds shall be treated with Monsanto's "Round -Up" per manufacturer's specifications. All proposed landscape areas adjacent to water bodies shall be treated with "Rodeo" per the manufacturer's specifications. B. New plant materials will not be installed until a 98% weed /turf eradication has been achieved. More than one application may be required to produce an acceptable planting bed. C. Pre - emergent herbicides are not a substitute for spray treatment of "Round -Up" or "Rodeo ", and may be used only with the written approval of the Landscape Architect. D. Should any plant material in the same, or adjacent beds be damaged by these chemicals, the same size, quantity and quality of plants shall be immediately replaced by the Contractor at no cost to the Owner. E. Any necessary corrections or repairs to the finish grades shall be accomplished by the Contractor. All planting areas shall be carefully graded and raked to smooth, even finish grade, free from depressions, lumps, stones, sticks or other debris and such that they will conform to the required finish grades and provide uniform and satisfactory surface drainage without puddling. SectionlV.docx Page 45 of 128 11/26/2014 Section IV — Technical Specifications 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 preparation. Loosen sub - grade of seed and sod areas to a minimum depth of 4 inches. C. Immediately prior to any turf work, the Contractor shall finish grade the soil to a smooth, even surface assuring positive drainage away from buildings and the subsequent turf flush to the tops of adjacent curbs and sidewalks. The surface shall be sloped to existing yard drains. D. A complete fertilizer shall be applied to St. Augustine or Bahia grass at a rate of one (1) pound of nitrogen per 1000 square feet. Fertilizer shall be commercial grade, mixed granules, with 30% - 505 of the nitrogen being in slow or controlled release form. Thoroughly work fertilizer into the top 4 inches of soil. 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 SectionlV.docx Page 46 of 128 11/26/2014 1 1 1 1 l 1 1 1 1 1 1 1 1 1 1 Section IV — Technical Specifications the measuring reference point. Slight shifting may be required to clear wires, prevent blockage of signage, etc. B. Shrubs and ground covers shall be located and spaced as noted on the plant material schedule (if provided), otherwise plants will be placed in the planting beds at the normally accepted spacing for each species. C. Leave an 18 inch (450 millimeters) border of mulched space between outer leaves of installed plant material and the bed line, curb, or building foundation wall for all plant sizes. D. Any necessary "minor" adjustments in the layout of planting shall be made by the Contractor with the approval of the Landscape Architect in order to conform as nearly as possible to the intent of the plans. 25.2.3.2.3 PLANTING PROCEDURES A. All shrubs, trees and ground covers or vines shall be planted in pits having vertical sides and being circular in outline. Planting pit shall be 3 to 5 times the width of the root ball. B. Plants shall be set straight or plumb, in the locations shown, at such level that after settlement normal or natural relationship of the top of the root ball with the ground surface will be established. With regards to proper nursery practices, plants under certain conditions (i.e. low and wet areas) will benefit from being planted "high" with the root ball about 1 inch higher than the surrounding grade. C. All plant materials shall be fertilized with Agriform 20 -10 -5 planting tablets, or approved equal, at time of installation and prior to completion of pit backfilling. Agriform planting tablets shall be placed uniformly around the root mass at a depth that is between the middle and the bottom of the root mass. Application rate: 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 '/z" (12 millimeters) caliper Palms 7- 21 gram tablets D. Native soil shall be used in back - filling plant pits or as specified. The Contractor shall be responsible for providing additional soil for building tree saucers. E. When balled and burlapped plants are set, undisturbed native soil shall be left under the base of the root ball to prevent voids. Backfill tilled and loosened native soil around the sides of the root ball. Remove the top 4 inches (100 millimeters) of burlap wire, and all tie -down material from the root ball. Do not remove these materials from the bottom of the root ball. Thoroughly water -in before bringing the back -fill up to the proper grade Roots of bare plants shall be properly spread out, and planting soil carefully worked in among them. Failure to comply is cause for rejection. F. Containerized plants shall be installed with undisturbed native soil left under the base of the root ball to prevent voids. Planting pit shall be 3 to 5 times the width of the root ball. Backfill tilled and loosened native soil around the sides of the root ball. Thoroughly water -in before bringing the backfill up to the proper grade. SectionlV.docx Page 47 of 128 11/26/2014 Section IV — Technical Specifications G. Plant spacing shall be "on center" and varies with the different plant species. Space each variety of plant equally in the planting areas. Shrubs and ground covers adjacent to straight or curved edges shall be triangular - spaced in rows parallel to those edges. Plant a minimum of 18 inches from the back of the curb to the outside edge of the plant. H. All azaleas shall be placed into a prepared bed of amended soil containing 50% weed -free Florida peat or approved equivalent. Root balls shall be scarified vertically at 120 degree angles in a triangular pattern. I. Sabal palms may be planted deeper than normal if conditions warrant and if approved. 25.2.3.2.4 SODDING A. During periods of drought, sod shall be watered sufficiently at its origin to moisten the soil adequately to the depth to which it is to be cut. B. An application of 6 -6 -6, 40% organic, slow or controlled release fertilizer shall be made to all lawn areas just prior to the laying of the sod at a rate of one (1) pound of nitrogen per 1,000 square feet. The ground shall be wet down before the sod is laid in place. C. Solid sod shall be laid tightly with closely abutting staggered joints with an even surface edge and sod edge, in a neat and clean manner to the edge of all the paving and shrub areas. Cut down soil level to 1 inch to 1 -1/2 inches below top of walks prior to laying sod. D. Within 2 hours after installing sod and prior to rolling, irrigate the sod. Sufficient water shall be applied to wet the sod thoroughly and to wet the sod to a depth of 2 inches (50 millimeters). Watering shall be done in a manner that will avoid erosion due to the application of excessive quantities, and the watering equipment shall be a type that will prevent damage to the finished sod surface. Watering shall be repeated as necessary to keep sod moist until rooted to subgrade. 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. SectionlV.docx Page 48 of 128 11/26/2014 Section IV — Technical Specifications Stakes shall be driven in at an angle, then tightened to vertical supported by approved plastic or rubber guys. Trees shall be staked with a minimum of 4 feet height of stake above grade and a minimum of 30 inches of stake below grade. B. For single trunk palms, a minimum of 3 stakes per palm at 120 degree spacing shall be used. Toenail the stakes to batten consisting of 5 layers of burlap and 5- 2 inch x 4 inch x 16 inch wood connected with two 3/4 inch steel bands. Palms shall be staked with a minimum of 5 feet of stake above grade. C. Contractor shall remove all tree guying, staking, and bracing from trees six (6) months after the date of final acceptance of the landscape work. D. Stake only trees that require support to maintain a plumb position or are in potentially hazardous areas. 25.2.3.2.7 MULCHING A. All planting beds shall be weed -free prior to mulching. B. All curb, roadway, and bed line edges will be "trenched" to help contain the applied mulch. C. All plant beds and tree rings shall be mulched evenly with a 3 inch layer (before compaction) of 100% Grade B recycled cypress bark mulch, or other mulch as specified on the Plans or General Notes. D. Mulch shall not be placed against the trunks of plant materials or foundations of buildings. Maintain a minimum 3 inch clearance for trees and shrub trunks and a minimum 6 inch clearance for the walls of buildings. E. For beds of annual flowers, a 12 inch wide x 3 inch deep band of mulch shall be installed in front of the first row of annuals. Maintain a minimum 6 inches of non - mulched clearance from the outside edge of annuals. 25.2.3.2.8 PRUNING A. Pruning shall be done by an experienced certified Arborist to maintain the natural shape and form of the plant. B. Upon acceptance by the Owner, prune any broken branches, remove crossed branches, and branches hanging below the clear trunk of the tree. 25.2.3.2.9 CLEAN -UP A. During landscape work, store materials and equipment where directed by the Owner. B. The Contractor shall promptly remove any materials and equipment used on the job, keeping the area neat at all times. Upon completion of all planting, dispose of all excess soil and debris leaving pavements and work areas in safe and orderly condition. C. The clean -up of the site shall include the removal and proper disposal of the tree guying, staking, and bracing materials as described in specifications. SectionlV.docx Page 49 of 128 11/26/2014 Section IV — Technical Specifications 25.2.3.2.10 PROTECTION A. The Contractor shall provide safeguards for the protection of workmen and others on, about, or adjacent to the work, as required under the parameters of the Occupational Safety and Health Administration (O.S.H.A.) standards. B. The Contractor shall protect the Owner's and adjacent property from damage. C. the Contractor shall protect the landscape work and materials from damage due to landscape operations. Maintain protection during installation and maintenance periods. D. The Contractor shall provide protection (tree barricades) for all existing trees and palms as specified. 25.2.3.2.11 REPAIR OF DAMAGES E. The Contractor shall repair all damage caused by his operations to other materials, property, or trades to a level equal in quality to the existing condition prior to damage. F. The Contractor shall be held responsible for all damage done by his work or employees to other materials or trades' work. Patching and replacement of damaged work may be done by others, at the Owner's direction, but the cost of same shall be paid by the Contractor who is responsible for the damage. 25.2.3.3 MAINTENANCE A. The Contractor shall maintain all plant materials in a first class condition from the beginning of landscape construction until Final Acceptance. B. Operations: 1. Maintenance shall include, but not be limited to, watering of turf and planting beds, mowing, fertilizing, cultivation, weeding, pruning, disease and pest control, replacement of dead materials, straightening, turf or planter settlement corrections, replacement of rejected materials, staking and guying repair and tightening, wash -out repairs and regrading, and any other procedures consistent with the good horticultural practice necessary to insure normal, vigorous and healthy growth of all work under the Contract. Mowing shall be consistent with the recommended height per the University of Florida Cooperative Extension Service. 2. Within the warranty period, the Contractor shall notify the Owner of any maintenance practices being followed or omitted which would be detrimental to the healthy, vigorous growth of the landscape. 3. The Contractor shall be responsible for the final watering of not less than one inch of water for all planted materials before leaving the site. 25.2.3.4 INSPECTION, REJECTION, AND ACCEPTANCE 25.2.3.4.1 INSPECTION A. Upon completion of the installation, the Contractor will notify the Owner or the Owner's Representative that the job is ready for inspection. Within 15 days of notifications, the installation will be inspected by the Landscape Architect. A written and/or graphic inspection report will be sent to the Owner and/or Landscape Contractor. SectionlV.docx Page 50 of 128 11/26/2014 Section IV — Technical Specifications 25.2.3.4.2 REJECTION AND REPLACEMENT A. The Landscape Architect shall be final judge as to the suitability and acceptability of any part of the work. Plant material will be rejected if it does not meet the requirements set forth in Plans and Specifications. B. Replace any rejected materials immediately or within 15 days and notify the Landscape Architect that the correction has been made. 25.2.3.4.3 ACCEPTANCE A. After replacement of rejected plant material (if any) have been made, and completion of all other correction items, the Owner or Project Representative will accept the project in writing. B. Upon Final Acceptance, the Owner assumes responsibility for maintenance within the terms of the Contract. Acceptance will in no way invalidate the Contractor's warranty period. C. The Contractor's warranty period will begin after final acceptance of the project by the Owner. 1. If evidence exists of any lien or claim arising out of or in connection with default in performance of this Contract, the Owner shall have the right to retain any payment sufficient to discharge such claim and all costs in connection with discharging such claim. 2. Where the Specifications call for any stipulated item or an "approved equivalent ", or in words to that effect, the Contractor shall indicate the price of the type and species specified in the proposal, giving the price to be added or deducted from his Contract price. The final selection rests with the Owner or his representative. 3. Where plants installed do not meet specifications, the Owner reserves the right to request plant replacement or an appropriate deduction from the Contract amount to compensate for the value not received from the under- specified plant materials. No 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. SectionlV.docx Page 5I of 128 11/26/2014 Section IV — Technical Specifications 26 HDPE DEFORMED - REFORMED PIPE LINING 26.1 INTENT It is the intention of this specification to provide for the trenchless restoration of 8" to 12" sanitary sewers by the installation of a high density polyethylene, jointless, continuous, fold and form pipe liner which is watertight and chemically resistant to withstand exposure to domestic sewage including all labor, materials and equipment to provide for a complete, fully restored and functioning installation. 26.2 PRODUCT AND CONTRACTOR /INSTALLER ACCEPTABILITY The City requires that all contractors be prequalified. See General Conditions regarding contractor prequalification. In addition, the City requires a proven extensive tract record for the fold and form liner system to be used in this project. All contractors submitting for prequalification approval for this project must exhibit extensive satisfactory experience in the installation of the proposed liner system and satisfactory evidence that the proposed liner system has been extensively and successfully installed in the Unites States and the State of Florida. The installer must be certified by the liner system manufacturer for installation of the liner system. The City reserves full and complete authority to approve the satisfactory nature of the both the liner system and the installer. 26.3 MATERIALS Pipe shall be made from P. E. 3408 polyethylene resins complying with ASTM D 3350, cell classification: P.E. 345434 D for High Density. It shall be Type 3, Grade 4, Class D, according to ASTM D 1248. The Contractor shall provide certified test results for review by the Engineer, from the manufacturer, that the material conforms with the applicable requirements. Material shall have a minimum thickness of SDR 32.5. Pipe specimens shall comply with the minimum property values shown below with the applicable ASTM requirements: Material Property ASTM Method Value HDPE HDPE Tensile Strength D 638 3,300 psi Elasticity Modulus E= 113,000 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 1693. At the time of delivery, the liner shall be homogeneous throughout, uniform in color, free of cracks, holes, foreign materials, blisters, or deleterious faults. The Contractor shall provide, as requested, certified test results for review by the Engineer, from the manufacturer, that the material conforms with the applicable requirements. The Engineer may at any time request the Contractor provide test results from field samples to the above requirements. SectionlV.docx Page 52 of 128 11/26/2014 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section IV — Technical Specifications Liner shall be marked at 5 -foot intervals or less with a coded number, which identifies the manufacturer, SDR, size, material, date, and shift on which the liner was extruded. Lining manufacturer shall submit to the Engineer for approval as requested, complete design calculations for the liner thickness. The criteria for liner design shall be HS -20 traffic loading, water table to the ground surface, minimum expected lifetime of 50 years, and no structural strength retained from the existing pipe. Liner materials shall meet manufactures specifications of Pipe Liners, Inc. 3421 N. Causeway, Suite 321, New Orleans, LA 70002, 1- 800 - 344 -3744 or approved equal. Any approved equal liner system must be approved by the Engineer as an equal system prior to receiving bids. Request for contractor prequalification and/or equal liner system approval must be received by the Engineer no later than 14 days prior to the date for receiving bids. 26.4 CLEANING /SURFACE PREPARATION It shall be the responsibility of the Contractor to clean and prepare the existing pipes for rehabilitation. The Contractor will thoroughly clean the interior of the sewers to produce a clean interior surface free of all coatings, sand, rock, roots, sludge, or other deleterious materials prior to liner insertion. Bypass pumping will be provided by the Contractor as part of the unit cost of restoration. Bypass operations are to be so arranged as to cause minimum disruptions to local traffic, residents and particularly to commercial facilities. During the cleaning and preparation operations all necessary precautions shall be taken to protect the public, all property and the sewer from damage. All material removed from the sewers shall be the Contractor's responsibility for prompt disposal in accordance with all regulatory agency requirements. The Contractor may be required to control the rate of sewer cleaning in the sanitary system to avoid heavy pollution loads at the City's treatment plants. 26.5 TELEVISION INSPECTION After cleaning, and again after the rehabilitation work on each section of the project is completed, all pipe sections shall be visually inspected by means of closed- circuit color television, and recorded on VHS format tapes provided to the project engineer. The television system used shall be designed for the purpose and suitably lighted to provide a clear picture of the entire periphery of the pipe. 26.6 LINER INSTALLATION Liner shall be sized to field measurements obtained by the Contractor to provide a tight fit to the full interior circumference of the existing sanitary sewer and shall be a continuous, jointless liner product from inside of manhole to inside of manhole. Contractor shall use installation methods approved by the liner manufacturer including liner placement, reforming to fit existing pipe, pressure and heat requirements and reconnection of laterals. The Contractor shall immediately notify the Engineer of any construction delays taking place during the insertion operation. Contractor shall maintain a reasonable backup system for bypass pumping should delays or problems with pumping systems develop. Liner entries at manholes shall be smooth, free of irregularities, and watertight. No pinholes, tears, cracks, thin spots, or other defects in the liner shall be permitted. Such defects shall be removed and replaced by the Contractor at his expense. OSHA requirements for installation procedures, in particular, confined spaces are to be met. SectionlV.docx Page 53 of 128 11/26/2014 Section IV — Technical Specifications 26.7 LATERAL RECONNECTION Sanitary laterals shall be reconnected as soon as possible to renew service. Laterals are to be reconnected by means of robotics, by internally cutting out the liner to 100% of the area of the original opening. All lateral reconnections are to be grouted to prevent leakage. Grouting method and material is to be approved by the Engineer. Any reconnections to laterals and connections to manholes which are observed to leak shall be resealed by the Contractor. All laterals discovered during the lining process are to be reconnected unless specifically directed otherwise by the City. The Contractor will be requested to reconnect any laterals discovered to not be reconnected at a later date. Contractor shall notify all local system users when the sanitary system will not be available for normal usage by the delivery of door hangers with appropriate information regarding the construction project. 26.8 TIME OF CONSTRUCTION Construction schedules will be submitted by the Contractor and approved by the Engineer. At no time will any sanitary sewer service connection remain inoperative for more than a eight hour period without a service bypass being operated by the Contractor. In the event that sewage backup occurs and enters buildings, the Contractor shall be responsible for cleanup, repair and property damage costs and claims. 26.9 PAYMENT Payment for sanitary sewer restoration shall be made per lineal foot including all preparation, bypass pumping, equipment, labor, materials, operations, restoration, etc, to provide a fully completed and operational sewer. Payment shall be measured from center of manhole to center of manhole for the sanitary systems and from end of pipe to end of pipe for storm systems. 27 PLANT MIX DRIVEWAYS New driveways or existing black top driveways that must be broken back in widening the pavement (remove only enough to allow adequate grade for access to the street) shall be constructed or replaced in accordance with the specifications for paving the street with the exception that the base shall be six (6) inches. Use Section 23 G Asphaltic Concrete as specified for the street paving. When finished surface of existing drive is gravel, replacement shall be of like material. Payment shall be the same as Plant Mix Driveways. 27.1 BASIS OF MEASUREMENT Measurement shall be the number of square yard of Plant Mix Driveways in place and accepted. 27.2 BASIS OF PAYMENT Payment shall be the unit price per square yard for Plant Mix Driveways as measured above, which price shall be full compensation for all work described in this section of the specifications and shall include all materials, equipment, tools, labor and incidentals necessary to complete the work. SectionlV.docx Page 54 of 128 11/26/2014 Section IV — Technical Specifications 28 REPORTING OF TONNAGE OF RECYCLED MATERIALS This Article deleted. 29 CONCRETE CURBS Concrete Curbs shall be constructed to the line, grade and dimensions as shown on the plans. Unless otherwise noted, all concrete curbs shall have fiber mesh reinforcement and have a minimum strength of 3000 p.s.i. at 28 days. Expansion joints shall be placed at intervals not to exceed 100 feet, and scored joints shall be placed at intervals not to exceed 10 feet. In addition, all the requirements of City Articles 6, 7, and 8 shall also apply. The Contractor shall notify the Project Inspector a minimum of 24 hours in advance of the placement of all concrete curbs. 29.1 BASIS OF MEASUREMENT The basis of measurement shall be lineal feet of curb in place and accepted. 29.2 BASIS OF PAYMENT Payment shall be the unit price per lineal foot of curb, which price shall be full compensation for all work described in this and other applicable parts of the specifications and shall include all materials, equipment, tools, labor and incidentals necessary to complete the work. 30 CONCRETE SIDEWALKS AND DRIVEWAYS 30.1 CONCRETE SIDEWALKS Concrete sidewalks shall be constructed to the line, grade and dimensions as shown on the plans or herein specified. Unless otherwise noted, all concrete sidewalks shall have fiber mesh reinforcement and have a minimum strength of 3000 p.s.i. at 28 days. Unless otherwise specified, all concrete sidewalks shall have a minimum width of four feet (4'). Concrete sidewalks shall have a minimum thickness of four inches (4 "), except at driveway crossings where a minimum thickness of six inches (6 ") is required. Also, 6/6 X 10 /10 welded wire mesh reinforcement is required for all sidewalk that crosses driveways. The welded wire mesh shall be positioned in the middle to upper third of the placement. No compensation shall be given if the welded wire mesh is not properly placed. Expansion joints shall be placed at intervals of not more than 100 hundred feet, and scoring marks shall be made every 5 feet. Concrete shall be poured only on compacted subgrade. In addition, all the requirements of City Articles 6, 7, and 8 shall also apply. 30.2 CONCRETE DRIVEWAYS Concrete driveways, whether new construction or replacement, shall be a minimum of six (6) inches in thickness with 6/6 x 10/10 welded wire mesh reinforcement and a minimum horizontal distance between expansion joints of no less than four (4) feet measured in any direction_ The welded wire mesh shall be positioned in the middle to upper third of the placement. No compensation shall be given if the welded wire mesh is not properly placed. Concrete shall be poured only on compacted subgrade. In addition, all the requirements of City Articles 6, 7, and 8 shall also apply. SectionlV.docx Page 55 of 128 11/26/2014 Section IV — Technical Specifications The Contractor shall notify the Project Inspector a minimum of 24 hours in advance of the placement of all concrete sidewalks and driveways. 30.3 BASIS OF MEASUREMENT The basis of measurement shall be the number of square feet of 4" concrete sidewalk, 6" concrete sidewalk, and 6" concrete driveways in place and accepted. 30.4 BASIS OF PAYMENT Payment shall be the unit price per square foot for each item as measured above, which price shall be full compensation for all work described in this section and other applicable parts of the specifications and shall include all materials, equipment, tools, welded wire mesh where required, labor and incidentals necessary to complete the work. 31 SODDING Unless otherwise noted herein, the contractor shall place all sod, either shown on the plans or at the direction of the Engineer, in conformance with Sections 575, 981, 982 and 983 of FDOT's Standard Specifications (latest edition). The area for sod application shall be loosened and excavated to a suitable depth and finished to a grade compatible with existing grass and structures. Sod shall be placed with edges in close contact and shall be compacted to uniform finished grade with a sod roller immediately after placement. In sloped areas, the sod shall be graded and placed so as to prohibit erosion and undermining of the adjacent sidewalk. No sod that has been cut for more than 72 hours can be used unless authorized by the Engineer in advance. The sod shall be thoroughly watered immediately after placement. The Contractor shall continue to water sod as needed and/or directed by the Engineer as indicated by sun exposure, soil, heat and rain conditions, to establish and assure growth, until termination of the contract. Dead sod, or sod not acceptable to the Engineer, shall be removed and replaced by the Contractor at no additional compensation. Any questions concerning the type of existing sod shall be determined by the Engineer. Unless otherwise noted on the plans, payment for sod (including labor, equipment, materials, placement, rolling, watering, etc.) shall be included in other bid items. Payment for these associated bid items may be withheld until the Contractor provides the City a healthy, properly placed stand of grass. When this work is given as a separate bid item, it shall cover all labor, equipment and materials, (including water) required for this work and shall be paid for on the basis of each square foot in place and accepted. No payment for sod shall be made until the Contractor provides the City a healthy, properly placed stand of grass. 32 SEEDING Seed, or seed and mulch, shall only be used when specified for certain demolition projects. The seed and /or mulch shall be placed as called for on the plans in the following manner. The area to be seeded shall be brought to the required line and grade, fertilized and seeded in basic conformance with the latest edition of FDOT's Standard Specifications Sections 570, 981, 982 and 983. However, no wildflower seed shall be used, and Argentine Bahia Seed shall be used instead of Pensacola Bahia. No sprigging will be required. Also, the addition of 20 lb. of Rye Seed (to total 60 Ib. of seed per acre) will be required during the stated periods. It is also required that the Contractor maintain said seed until growth is assured. SectionlV.docx Page 56 of 128 11/26/2014 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section IV — Technical Specifications When this work is given as a bid item, the item shall cover all labor, material, equipment (including water), required for this work, and shall be paid for on the basis of each square yard in place and accepted. If called for on the plans, but not shown as a bid item, then the cost of such work as stated above shall be included in the cost of other work. 33 STORM MANHOLES, INLETS, CATCH BASINS OR OTHER STORM STRUCTURES For details on specific design of a type of storm structure refer to Part B Index Numbers 200 to 235. When required, inlets, catch basins or other structures shall be constructed according to the plans and applicable parts of the specifications, Section Numbers 7, 8, & 9, and as approved by the Engineer. Said structures shall be protected and saved from damage by the elements or other causes until acceptance of the work. 33.1 BUILT UP TYPE STRUCTURES Manholes shall be constructed of brick with cast iron frames and covers as shown on the Index Numbers 201 and 202. Invert channels shall be constructed smooth and semi circular in shape conforming to inside of adjacent sewer section. Changes in direction of flow shall be made in a smooth curve of as large a radius as possible. Changes in size and grade of channels shall be made gradually and evenly. Invert channels shall be built up with brick and mortar on top of concrete base. The storm structure floor outside of channels shall be made smooth and sloped toward channels. Manhole steps shall not be provided. Joints shall be completely filled and the mortar shall be smoothed from inside of the manholes. The entire exterior of brick manholes shall be plastered with one half inch of mortar. Brick shall be laid radially with every sixth course being a stretcher course. In cases where a storm pipe extends inside a structure, the excess pipe will be cut off with a concrete saw and shall not be removed with a sledge hammer. 33.2 PRECAST TYPE The manhole base shall be set on a pad of dry native sand approximately five inches thick to secure proper seating and bearing. Precast Manholes and Junction Boxes: The Contractor may substitute precast manholes and junction boxes in lieu of cast in place units unless otherwise shown on the plans. Precast Inlets will not be acceptable. When precast units are substituted, the construction of such units must be in accordance with ASTM C 478, or the standard specifications at the manufacturers option. Precast structures must also meet the requirement that on the lateral faces, either inside or outside, the distance between precast openings for pipe or precast opening and top edge of precast structure be no less than wall thickness. A minimum of four courses of brick will be provided under manhole ring so that future adjustment of manhole lid can be accommodated. Manhole steps shall not be provided. Manhole using 0 ring between precast sections will not be acceptable for storm structures. SectionlV.docx Page 57 of 128 11/26/2014 Section IV — Technical Specifications 33.3 BASIS OF PAYMENT Payment for Junction Boxes, Manholes or other structures shall be on a unit basis. 34 MATERIAL USED This article deleted. See SECTION III, ARTICLE 19 — MATERIAL USED. 35 CONFLICT BETWEEN PLANS AND SPECIFICATIONS This article deleted. See SECTION III, ARTICLE 20 — CONFLICT BETWEEN PLANS AND SPECIFICATIONS. 36 STREET SIGNS The removal, covering or relocation of street signs by the Contractor is PROHIBITED. All street signs shall be removed, covered or relocated by the City's Traffic Engineering Division in accordance with Sections 700, 994, 995, and 996 of FDOT's Standard Specifications (latest edition). The Contractor shall notify the City's Traffic Engineering Division a minimum of 24 hours in advance of the proposed sign relocation, covering or removal. 37 AUDIONIDEO RECORDING OF WORK AREAS 37.1 CONTRACTOR TO PREPARE AUDIONIDEO RECORDING Prior to commencing work, the Contractor shall have a continuous color audio /video recording taken along the entire length of the Project including all affected project areas. Streets, easements, rights -of -way, lots or construction sites within the Project must be recorded to serve as a record of a pre- construction conditions. 37.2 SCHEDULING OF AUDIONIDEO RECORDING The video recordings shall not be made more than twenty -one (21) days prior to construction in any area. 37.3 PROFESSIONAL VIDEOGRAPHERS The Contractor shall engage the services of a professional videographer. The color audio videotapes shall be prepared by a responsible commercial firm known to be skilled and regularly engaged in the business of pre - construction color audio -video recording documentation. 37.4 EQUIPMENT All equipment, accessories, materials and labor to perform this service shall be furnished by the Contractor. The total audio video system shall reproduce bright, sharp, clear pictures with accurate colors and shall be free from distortion, tearing, rolls or any other form of imperfection. The audio portion of the recording shall reproduce the commentary of the camera operator with proper volume, clarity and be free from distortion and interruptions. In some instances, audio video coverage may be required in areas not accessible by conventional wheeled vehicles. Such coverage shall be obtained by walking. SectionlV.docx Page 58 of 128 11/26/2014 1 1 1 1 1 1 1 1 1 1 Section IV — Technical Specifications 37.5 RECORDED INFORMATION, AUDIO Each recording shall begin with the current date, project name and be followed by the general location, i.e., viewing side and direction of progress. Accompanying the video recording of each video shall be a corresponding and simultaneously recorded audio recording. This audio recording, exclusively containing the commentary of the camera operator or aide, shall assist in viewer orientation and in any needed identification, differentiation, clarification, or objective description of the features being shown in the video portion of the recording. The audio recording shall also be free from any conversations. 37.6 RECORDED INFORMATION VIDEO All video recordings must continuously display transparent digital information to include the date and time of recording. The date information shall contain the month, day and year. The time information shall contain the hour, minutes and seconds. Additional information shall be displayed periodically. Such information shall include, but not be limited to, project name, contract number, direction of travel and the viewing side. This transparent information shall appear on the extreme upper left hand third of the screen. Camera pan, tilt, zoom -in and zoom out rates shall be sufficiently controlled such that recorded objects will be clearly viewed during videotape playback. In addition, all other camera and recording system controls, such as lens focus and aperture, video level, pedestal, chrome, white balance, and electrical focus shall be properly controlled or adjusted to maximize picture quality. The construction documentation shall be recorded in SP mode. 37.7 VIEWER ORIENTATION The audio and video portions of the recording shall maintain viewer orientation. To this end, overall establishing views of all visible house and business addresses shall be utilized. In areas where the proposed construction location will not be readily apparent to the videotape viewer, highly visible yellow flags shall be placed, by the Contractor, in such a fashion as to clearly indicate the proposed centerline of construction. When conventional wheeled vehicles are used as conveyances for the recording system, the vertical distance between the camera lens and the ground shall not exceed 10 feet. The camera shall be firmly mounted such that transport of the camera during the recording process will not cause an unsteady picture. 37.8 LIGHTING All recording shall be done during time of good visibility. No taping shall be done during precipitation, mist or fog. The recording shall only be done when sufficient sunlight is present to properly illuminate the subjects of recording and to produce bright, sharp video recordings of those subjects. 37.9 SPEED OF TRAVEL The average rate of travel during a particular segment of coverage shall be directly proportional to the number, size and value of the surface features within that construction areas zone of influence. The rate of speed in the general direction of travel of the vehicle used during taping shall not exceed forty-four (44) feet per minute. SectionlV.docx Page 59 of 128 11/26/2014 Section IV — Technical Specifications 37.10 VIDEO LOG /INDEX All videotapes shall be permanently labeled and shall be properly identified by videotape number and project title. Each videotape shall have a log of that videotape's contents. The log shall describe the various segments of coverage contained on the video tape in terms of the names of the streets or location of easements, coverage beginning and end, directions of coverage, video unit counter numbers, engineering survey or coordinate values (if reasonably available) and the date. 37.11 AREA OF COVERAGE Tape coverage shall include all surface features located within the zone of influence of construction supported by appropriate audio coverage. Such coverage shall include, but not be limited to, existing driveways, sidewalks, curbs, pavements, drainage system features, mailboxes, landscaping, culverts, fences, signs, Contractor staging areas, adjacent structures, etc. within the area covered by the project. Of particular concern shall be the existence of any faults, fractures, or defects. Taped coverage shall be limited to one side of the Site, street, easement or right of way at any one time. 37.12 COSTS OF VIDEO SERVICES The cost to complete the requirements under this section shall be included in the contract items provided in the proposal sheet. There is no separate pay item for this work. 38 EROSION AND SILTATION CONTROL 38.1 STABILIZATION OF DENUDED AREAS No disturbed area may be denuded for more than thirty (30) calendar days unless otherwise authorized by the City Engineer. During construction, denuded areas shall be covered by mulches such as straw, hay, filter fabric, seed and mulch, sod, or some other permanent vegetation. Within sixty (60) calendar days after final grade is established on any portion of a project site, that portion of the site shall be provided with established permanent soil stabilization measures per the original site plan, whether by impervious surface or landscaping. 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. SectionlV.docx Page 60 of 128 11/26/2014 1 1 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 Section IV — Technical Specifications 38.4 SEDIMENT TRAPPING MEASURES Sediment basins and traps, perimeter berms, filter fences, berms, sediment barriers, vegetative buffers and other measures intended to trap sediment and/or prevent the transport of sediment onto adjacent properties, or into existing water bodies; must be installed, constructed, or, in the case of vegetative buffers, protected from disturbance, as a first step in the land alteration process. Such systems shall be fully operative and inspected by the City before any other disturbance of the site begins. Earthen structures including but not limited to berms, earth filters, dams or dikes shall be stabilized and protected from drainage damage or erosion within one week of installation. 38.5 SEDIMENTATION BASINS Areas of 3 acres or more shall be required to have temporary sedimentation basins as a positive remedy against downstream siltation and will be shown and detailed on construction plans. During development, permanent detention areas may be used in place of silt basins, provided they are maintained to the satisfaction of the City. The Contractor will be required to prohibit discharge of silt through the outfall structure during construction of any detention area and will be required to clean out the detention area before installing any permanent subdrain pipe. In addition, permanent detention areas must be totally cleaned out and operating properly at final inspection and at the end of the one year warranty period. When temporary sedimentation basins are used, they shall be capable at all times of containing at least one (1) cubic foot of sediment for each one hundred (100) square feet of area tributary to the basin. Such capacity shall be maintained throughout the project by regular removal of sediment from the basin. 38.6 WORKING IN OR CROSSING WATERWAYS OR WATERBODIES Land alteration and construction shall be minimized in both permanent and intermittent waterways and the immediately adjacent buffer of 25 feet from top of bank of the waterways and the buffer area whenever possible, and barriers shall be used to prevent access. Where in channel work cannot be avoided, precautions must be taken to stabilize the work area during land alteration, development and/or construction to minimize erosion. If the channel and buffer area are disturbed during land alteration, they must be stabilized within three (3) calendar days after the in channel work is completed. 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. SectionlV.docx Page 61 of 128 11/26/2014 Section IV — Technical Specifications 38.8 UNDERGROUND UTILITY CONSTRUCTION The construction of underground utility lines and other structures shall be done in accordance with the following standards: a. No more than 400 lineal feet of trench shall be open at any one time; b. Wherever consistent with safety and space consideration, excavated material shall be cast to the uphill side of trenches. Trench material shall not be cast into or onto the slope of any stream, channel, road ditch or waterway. 38.9 MAINTENANCE All erosion and siltation control devices shall be checked regularly, especially after each rainfall and will be cleaned out and/or repaired as required. 38.10 COMPLIANCE Failure to comply with the aforementioned requirements may result in a fine and/or more stringent enforcement procedures such as (but not limited to) issuance of a "Stop Work Order ". City of Clearwater Standard Detail Drawings No. 601 and 607 are examples of accepted methods that may be used or required to control erosion and siltation. SectionlV.docx Page 62 of 128 11/26/2014 Section IV — Technical Specifications City of Clearwater - Erosion Control This notice is to inform the prime contractor that the City of Clearwater holds them responsible for soil erosion control on their site. The City of Clearwater Engineering Department has the responsibility to minimize the amount of soil erosion into the City's streets, storm sewers and waterways. The construction of a new residence or commercial site and major remodeling of an existing site creates a potential for soil erosion. These instances are usually the result of contractors and subcontractors accessing the property with equipment or construction materials. Then rain storms redistribute the eroded soil into the adjacent streets, storm systems and waterways. When erosion takes place, a procedure will be as follows: 1st occurrence 2nd occurrence 3rd occurrence 4th occurrence City Inspector will place a correction notice at the site. The Warning $32 Re- inspection Fee $80 Re- inspection Fee Stop Work Order Dependent on the severity of the erosion, the City's Engineering Department may elect to rectify the erosion problem and charge the contractor accordingly. The attached drawings and details are recommendations for the contractor to use as means to support the site from eroding. The contractor may elect to shovel and sweep the street daily or on an as needed basis. However, erosion must be held in check. If the contractor would like to meet with a City inspector on any particular site, please contact Construction Services at 562 -4750 or Planning & Development Services at 562 -4741. Erosion Control Required - City of Clearwater's Code of Ordinances requires erosion control on all land development projects. Erosion control must be in place and maintained throughout the job. Failure to do so may result in additional costs and time delays to the permit holder. Contact Engineering Department with specific questions at 562 -4750. SectionlV.docx Page 63 of 128 11/26/2014 Section IV — Technical Specifications CITY OF CLEARWATER NOTICE OF EROSION VIOLATION UNDER SECTION 3 -701 (DIVISION 7 — EROSION AND SILTATION CONTROL) OF THE CITY OF CLEARWATER CODE OF ORDINANCES, THIS SITE HAS BEEN FOUND IN VIOLATION THIS SITE MUST BE RESTORED TO AN EROSION CONTROLLED SITE PRIOR TO ANY FURTHER DEVELOPMENT TO CONTINUE. Warning $32.00 Re- inspection Fee $80.00 Re- inspection Fee Stop Work Order DATE POSTED: CITY OF CLEARWATER PLANNING & DEVELOPMENT SERVICES 727 562 -4741 ENGINEERING /CONSTRUCTION 727 562 -4750 Inspector's Name: Received by: Inspector's Signature: SectionlV.docx (Signature indicates only a copy of this notice has been received and does not in any way indicate admission of guilt or concurrence with findings of the inspector.) IT IS A VIOLATION TO REMOVE THIS NOTICE ANY UNAUTHORIZED PERSON REMOVING THIS SIGN WILL BE PROSECUTED Page 64 of 128 1 1/26/2014 ON ON - r- I MI S ION ON WI NM NO - ON IN NS NW S 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section IV — Technical Specifications 39 UTILITY TIE IN LOCATION MARKING The tie in locations for utility laterals of water, sanitary sewer, and gas shall be plainly marked on the back of the curb. Marking placed on the curb shall be perpendicular with respect to the curb of the tie in location on the utility lateral. Marks shall not be placed on the curb where laterals cross diagonally under the curb. The tie in location shall be the end of the utility lateral prior to service connection. Markings shall be uniform in size and shape and colors in conformance with the code adopted by the American Public Works Association as follows: SAFETY RED Electric power, distribution & transmission Municipal Electric Systems HIGH VISIBILITY SAFETY YELLOW Gas Distribution and Transmission Oil Distribution and Transmission Dangerous Materials, Produce Lines, Steam Lines SAFETY ALERT ORANGE Telephone and Telegraph Systems Police and Fire Communications Cable Television SAFETY PRECAUTION BLUE Water Systems Slurry Pipe Lines SAFETY GREEN Sewer Systems LAVENDER RECLAIMED WATER WHITE PROPOSED EXCAVATION Marks placed on curbs shall be rectangular in shape and placed with the long dimension perpendicular to the flow line of the curb. Marks placed on valley gutter and modified curb shall be 6 -inch x 3 -inch and placed at the back of the curb. Marks placed on State Road and vertical curb shall be 4 -inch X 2 -inch and be placed on the curb face. 40 AWARD OF CONTRACT, WORK SCHEDULE AND GUARANTEE This article not used. See SECTION III, ARTICLE 24 — AWARD OF CONTRACT, WORK SCHEDULE AND GUARANTEE. 41 POTABLE WATERMAINS, RECLAIMED WATERMAINS AND APPURTENANCES 41.1 SCOPE The Contractor shall furnish all plant, labor, materials and equipment to perform all operations in connection with the construction of potable water mains, reclaimed water mains and appurtenances including clearing, excavation, trenching, backfilling and clean up. SectionlV.docx Page 65 of 128 11/26/2014 Section IV — Technical Specifications 41.2 MATERIALS 41.2.1 GENERAL Materials, equipment and supplies furnished and permanently incorporated into the project shall be of first quality in every respect and shall be constructed and finished to high standards of workmanship. Materials shall be suitable for service intended, shall reflect modern design and engineering and shall be fabricated in a first class workmanlike manner. All materials, equipment and supplies shall be new and shall have not been in service at any time previous to installation, except as required in tests or incident to installation. Machined metal surfaces, exposed bearings and glands shall be protected against grit, dirt, chemical corrosion and other damaging effects during shipment and construction. 41.2.2 PIPE MATERIALS AND FITTINGS 41.2.2.1 DUCTILE IRON PIPE Ductile Iron Pipe shall be in accordance with ANSI /AWWA C151/A21.51 81 or latest revision. Pipe thickness class, wall thickness and working pressure shall conform to the following table: Size Class Thickness (In.) Rated Water Working Pressure (PSI) 4" 51 0.26 350 6" 50 0.25 350 8" 50 0.27 350 12" 50 0.31 350 The trench laying condition shall be Type 2, Flat bottom trench backfill lightly consolidated to centerline of pipe. Pipe shall be manufactured in accordance with ANSUAWWA C151/A21.51 81 or latest revision. Pipe shall be asphalt coated on the outside and standard cement lined and sealed coated with approved bituminous seal coat in accordance with ANSI /AWWA C 104/A21.4 80 or latest revision. 41.2.2.2 POLYVINYL CHLORIDE (PVC) PIPE Polyvinyl Chloride (PVC) Pipe 4 -inch through 8 -inch shall be in accordance with ANSI /AWWA C900 or latest revision and the American Society for Testing Materials (ASTM) Standard D 2241 and PVC Resin Compound conforming to ASTM Specification D 1784. Polyvinyl Chloride Pipe shall have the same O.D. as Cast and Ductile Iron Pipe and be compatible for use without special adapters with Cast Iron Fittings. Pipe dimension ratio, working pressure and laying length shall conform to the following table: SectionlV.docx Page 66 of 128 11/26/2014 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section IV — Technical Specifications Size Dimension Ratio (OD /Thick.) Rated Water Working Pressure (PSI) Laying Length (Ft) 4 18 150 20 6 18 150 20 8 18 150 20 Pipe larger than 8 -inch shall be ductile iron. The City Engineer reserves the right to require the use of ductile iron in sizes 4 -inch through 8 -inch when needed due to laying conditions or usage. The bell of 4 -inch and larger PVC pipe shall consist of an integral wall section with a solid cross section elastomeric ring which meets the requirements of ASTM D 1869. Each length of pipe shall bear identification that will remain legible during normal handling, storage and installation and so designate the testing agency that verified the suitability of the pipe material for potable water service. All polyvinyl chloride pipe shall be laid with two (2) strands of insulated 12 gauge A.W.G. solid strand copper wire taped to the top of each joint of pipe with about 18- inches between each piece of tape. It is to be installed at every valve box through a 2 -inch PVC pipe to 12- inches minimum above the top of the concrete slab. The 2 -inch PVC pipe shall be the same length as the adjustable valve box, and the 2 -inch PVC pipe shall be plugged with a 2 -inch removable brass plug with recessed nut. This wire is to be continuous with splices made only by direct bury 3M brand splice kit approved by the Engineer. This wire is to be secured to all valves, tees and. elbows. 41.2.2.3 FITTINGS AND JOINTS Fitting from 4 -inch through 16 -inch in size will be compact ductile iron cast in accordance with ANSUAWWA C153 /A 21.53 with mechanical joint bells. Bolts, nuts and gaskets shall be in accordance with requirements of ANSI /AWWA C153/A 21.53. The working pressure rating shall be 350 P.S.I. Ductile iron fittings shall be coated and lined in accordance with require requirements of ANSI /AWWA C104/A21.4. Mechanical joint glands shall be ductile iron in accordance with ANSI /AWWA C111 /A 21.11. When reference is made to ANSUAWWA Standards, the latest revisions apply. Only those fittings and accessories that are of domestic (USA) manufacture will be acceptable. 41.2.2.4 RESTRAINT Restraint of plugs, caps, tees, bends, etc., shall be accomplished by the use of approved mechanical restraining rings or glands installed per manufacturers recommendations. Hydrants shall be restrained by the use of swivel connecting joints. Restraining mechanical joint glands on hydrants shall be used only where hydrant runout length precludes the use of swivel joint connectors. 41.2.2.5 PIPE WITHIN CASING All pipe placed within casings shall be slip joint ductile iron restrained by the use of restraining gaskets designed for use with the particular joint being installed and have properly sized casing spacers (Cascade Series) installed on the pipe so that the pipe will be centered within the casing. SectionlV.docx Page 67 of 128 11/26/2014 Section IV — Technical Specifications Each end of the casing shall be properly sealed to prevent the intrusion of soil, water, or debris within the casing itself. It shall be sealed by brick and mortar, cement or any approved method by the Engineer. 41.2.3 GATE VALVES Discs of valves shall be operated by methods which will allow operation in any position with respect to the vertical. Gate valves for interior piping or exposed above grade outside structures, shall be handwheel operated with rising stems. Valves 4- inches and larger, buried in earth shall be equipped with 2 -inch square operating nuts, valve boxes and covers. Valves shall be fitted with joints suitable for the pipe with which they are to be used. The direction of opening for all valves shall be to the left (counter clockwise). Pressure Rating: Unless otherwise shown or specified, valves for high pressure service shall be rated at not less than 150 psi cold water, nonshock. The manufacturer's name and pressure rating shall be cast in raised letters on the valve body. Installation: Installation shall be in accordance with good standard practice. Exposed pipelines shall be so supported that their weight is not carried through valves. Two Inch Diameter and smaller: Not allowed. These should be approved ball valves. Three Inch Diameter: Not allowed. Four Inch to Sixteen Inch Diameter: Gate Valves, 4 to 16 -inch diameter, inclusive, shall be resilient seated gate valves encapsulated with EPDM Rubber in conformance with ANSI/A. W W A. Standard Specification C509 -515 latest revision. These valves shall include the following features consistent with C509 -515, full opening unobstructed waterway, zero leakage at 200 p.s.i. differential pressure, all internal parts removable from bonnet without removing body from pressure main, corrosion resistant bronze or stainless steel nonrising stem with 0 ring bonnet seal with epoxy coated inside and outside cast iron or ductile iron valve body.. Larger than Sixteen Inch Diameter: Gate valves larger than 16 -inch shall be suitable for the service intended and shall be resilient seated gate valves encapsulated with EPDM rubber in conformance with ANSI /AWWA. These valves shall include the following features consistent with C509 -80, full opening unobstructed waterway, zero leakage at 200 psi differential pressure. All valves shall be equipped with steel cut bevel gears, extended type gear case and rollers, bronze or babbitt tracks and scrapers and valved by -pass. 41.2.4 VALVE BOXES Valve boxes shall be of standard extension design and manufacture and shall be made of cast iron. No PVC Risers or Derisers are allowed as part of a valve box assembly. They are to be a- piece valve box assembles. The lower part of the assembly can be ordered in various heights to accommodate different depths. Suitable sizes of valve boxes and extension pieces shall be provided where shown. The valve box cover shall be of cast iron. Valve boxes and their installation shall be included in the bid price for valves. Refer to City Index No. 402; Sheet 1 of 5 & Sheet 2 of 5 for potable water valve pad detail, and City Index No. 502; Sheet 1 of 2 & Sheet 2 of 2 for reclaimed water valve boxes and pad detail. SectionlV.docx Page 68 of 128 11/26/2014 Section IV — Technical Specifications 41.2.5 HYDRANTS No other hydrants, other than those listed below, may be used in extension to or replacement of the City of Clearwater potable water system: • Kennedy Guardian #K 81D Fire Hydrant, • Mueller Super Centurion 25 Fire Hydrant • AVK Nostalgic 2780. • American Darling B -84 -B. No substitutions shall be allowed without the approval of the City of Clearwater. Above hydrants shall be in accordance with the latest revision of the AWWA Specification C 502 and include the following modifications: 1. All shipments to be palletized and tailgate delivery. 2. Hydrants shall conform to A.W.W.A. Standard C -502 latest revision and must be UL /FM listed. 3. Hydrants shall be of the compression type, closing with line pressure. 4. The operating threads will be contained in an operating chamber sealed at the top and bottom with an 0-ring seal. The chamber will contain a lubricating grease or oil. 5. Hydrants shall be of the traffic model breakaway type, with the barrel made in two sections with the break flange located approximately 2 -inch above the ground line. Breakaway bolts not allowed. 6. Operating nut shall be of one -piece bronze or ductile iron construction. 7. A dirt shield shall be provided to protect the operating mechanism from grit buildup and corrosion due to moisture. 8. A thrust washer shall be supplied between the operating nut and stem lock nut to facilitate operation. 9. Operating nut shall be a #7 (1-1/2-inch) pentagon nut. 10. Nozzles shall be of the tamper resistant, 1/4 turn type with 0-ring seals or threaded into upper barrel. Nozzles shall be retained with a stainless steel locking device. 11. The main valve shall be of EPDM solid rubber. 12. The seat shall be of a bronze ring threaded to a bronze insert in the hydrant shoe, with 0- rings to seal the barrel from leakage of water in the shoe. 13. The main valve stem will be 304 or higher grade stainless steel and made in two sections with a breakable coupling. 14. Hydrant shall have a 6 -inch Mechanical Joint epoxy lined elbow, less accessories. 15. Hydrant shall have a 5 -1/4 -inch valve opening, and shall be a left hand operation to open. 16. Hydrant shall be without drains. 17. Hydrant shall have two (2) 2-1/2-inch hose nozzles and one (1) 4-1/2-inch pumper nozzle. Threads shall be in accordance with the National Standard Hose Coupling Thread Specifications. SectionlV.docx Page 69 of 128 11/26/2014 Section IV — Technical Specifications 18. Hydrant body shall have a factory finish of yellow paint. All paints shall comply with AWWA standard C- 502 -85 or latest revision. All hydrants will be shop tested in accordance with the latest AWWA Specification C 502. Constrained joint assemblies shall be used which have bolted mechanical and swivel joints from the hydrant tee through to the hydrant. Constrained joints shall absorb all thrust and prevent movement of the hydrant. All hydrants shall be provided with an auxiliary gate valve so that the water to the hydrant may be shut off without the necessity of closing any other valve in the distribution system. No hydrants shall be installed on the reclaimed water system unless approved by the City of Clearwater's Engineering Department. 41.2.6 SERVICE SADDLES Service saddles shall be used on all service taps to 4 -inch P.V.C. water main. The largest service connection allowable on 4 -inch main shall be 1-1/2-inch. Service saddles shall be used on all 2- inch service connections to 6 -inch and larger mains. Service saddles (JCM 406 series or Ford FC 202 series) shall be wide bodied ductile iron with epoxy or nylon coating and shall have stainless steel straps. 41.2.7 TESTS, INSPECTION AND REPAIRS 1. All materials shall be tested in accordance with the applicable Federal, ASTM or AWWA Specification and basis of rejection shall be as specified therein. Certified copies of the tests shall be submitted with each shipment of materials. 2. All materials will be subject to inspection and approved by the Engineer after delivery; and no broken, cracked, misshapen, imperfectly coated or otherwise damaged or unsatisfactory material shall be used. 3. All material found during the progress of the work to have cracks, flaws, or other defects shall be rejected and promptly removed from the site. 4. If damage occurs to any pipe, fittings, valves, hydrants or water main accessories in handling, the damage shall be immediately brought to the Engineer's attention. The Engineer shall prescribe corrective repairs or rejection of the damaged items. 41.2.8 BACKFLOW PREVENTERS The City of Clearwater owns and maintains all backflow prevention devices that are installed within their system. Therefore, any and all devices must be purchased from the City and installed by City work forces. Backflow prevention devices installed on customer's service lines at the point of delivery (service connection) shall be of a type in accordance with AWWA specification C506 or latest revision. Two (2) different types of backflow prevention devices are allowed. Type of device, when required, is determined by the degree of hazard presented to the municipal water system from possible backflow of water within the customers private system. The types of devices allowed are: SectionlV.docx Page 70 of 128 11/26/2014 Section IV — Technical Specifications 1. Double Check Valve Assembly a device composed of two single, independently acting, approved check valves, including tightly closing shutoff valves located at each end of the assembly and suitable connections for testing the watertightness of each check valve. 2. Reduced pressure principle backflow prevention device a device containing a minimum of two independently acting, approved check valves, together with an automatically operated pressure differential relief valve located between the two check valves. The unit must include tightly closing shutoff valves located at each end of the device, and each device shall be fitted with properly located test cocks. 41.2.9 TAPPING SLEEVES Steel body tapping sleeves shall be JCM Industries Inc., JCM 412 or Smith -Blair 622. All steel body tapping sleeves shall have heavy welded ASTM A 285, Grade C steel body, stainless steel bolts, manufacturer's epoxy coated body, and 3/4 -inch bronze test plug. 41.2.10 BLOW OFF HYDRANTS Blow offs are not allowed. 41.3 CONSTRUCTION 41.3.1 MATERIAL HANDLING 1. Pipe, fittings, valves, hydrants and accessories shall be loaded and unloaded by lifting with hoists or skidding so as to avoid shock or damage. Under no circumstances shall such materials be dropped. Pipe handled on skidways shall not be skidded rolled against pipe already on the ground. 2. Pipe shall be so handled that the coating and lining will not be damaged. If, however, any part of the coating or lining is damaged, the repair shall be made by the Contractor at his expense in a manner satisfactory to the Engineer. 3. In distributing the material at the site of the work, each piece shall be unloaded opposite or near the place where it is to be laid in the trench. 41.3.2 PIPE LAYING 41.3.2.1 ALIGNMENT AND GRADE The pipe shall be laid and maintained to the required lines and grades with fittings, valves and hydrants at the required locations, spigots centered in bells; and all valves and hydrant stems plumb. All pipe installed shall be pigged and properly blown off before any pressure testing and sterilization of the pipe can be completed. The depth of cover over the water main shall be a minimum of 30- inches and a maximum of 42- inches below finished grade, except where approved by the Engineer to avoid conflicts and obstructions. Whenever obstructions not shown on the plans are encountered during the progress of the work and interfere to such an extent that an alteration of the plans is required, the Engineer shall have the authority to change the plans and order a deviation from the line and grade or arrange with the Owners of the structures for the removal, relocation, or reconstruction of the obstructions. SectionlV.docx Page 71 of 128 11/26/2014 Section IV — Technical Specifications 41.3.2.2 INSTALLATION Proper implements, tools, and facilities satisfactory to the Engineer shall be provided and used by the Contractor for the safe and convenient performance of the work. All pipe, fittings, valves and hydrants shall be carefully lowered into the trench piece by piece by means of a derrick, ropes, or other suitable tools or equipment in such a manner as to prevent damage to materials and protective coatings and linings. Under no circumstances shall materials be dropped or dumped in the trench. If damage occurs to any pipe, fittings, valves, hydrants or accessories in handling, the damage shall be immediately brought to the Engineer's attention. The Engineer shall prescribe corrective repairs or rejection of the damaged items. All pipe and fittings shall be carefully examined for cracks and other defects while suspended above the trench immediately before installation in final position. Spigot ends shall be examined with particular care as this area is the most vulnerable to damage from handling. Defective pipe or fittings shall be laid aside for inspection by the Engineer who will prescribe corrective repairs or rejection. All lumps, blisters, and excess coating shall be removed from the bell and spigot end of each pipe, and the outside of the spigot and the inside of the bell shall be wire brushed and wiped clean and dry and free from oil and grease before the pipe is laid. Pipe joints shall be made up in accordance with the manufacturer's recommendations. Every precaution shall be taken to prevent foreign material from entering the pipe while it is being placed in the line. If the pipe laying crew cannot put the pipe into the trench and in place without getting earth into it, the Engineer may require that, before lowering the pipe into the trench, a heavy, woven canvas bag of suitable size shall be placed over each end and left there until the connection is to be made to the adjacent pipe. During laying operation, no debris, tools, clothing or other materials shall be placed in the pipe. As each length of pipe is placed in the trench, the spigot end shall be centered in the bell and the pipe forced home and brought to correct line and grade. The pipe shall be secured in place with approved backfill material tamped under it except at the bells. Precautions shall be taken to prevent dirt from entering the joint space. At times when pipe laying is not in progress, the open ends of pipe shall be closed by a watertight plug or other means approved by the Engineer. The cutting of pipe for inserting valves, fittings, or closure pieces shall be done in a neat and workmanlike manner without damage to the pipe or cement lining and so as to leave a smooth end at right angles to the axis of the pipe. Pipe shall be laid with bell ends facing in the direction of laying unless directed otherwise by the Engineer. Where pipe is laid on the grade of 10 per cent or greater, the laying shall start at bottom and shall proceed upward with the bell ends of the pipe upgrade. Wherever it is necessary to deflect pipe from a straight line, either in the vertical or horizontal plane to avoid obstructions or to plumb stems; or where long radius curves are permitted, the amount of deflection allowed shall not exceed that allowed under the latest edition of ANSI /AWWA C600 -82 and C900 81 or latest revisions. No pipe shall be laid when, in the opinion of the Engineer, trench conditions are unsuitable. SectionlV.docx Page 72 of 128 11/26/2014 Section IV — Technical Specifications 41.3.3 SETTING OF VALVES, HYDRANTS AND FITTINGS 41.3.3.1 GENERAL Valves, hydrants, fittings, plugs and caps shall be set and joined to pipe in the manner specified above for installation of pipe. 41.3.3.2 VALVES Valves in water mains shall, where possible, be located on the street property lines extended unless shown otherwise on the plans. All valves shall be installed at the tee in all cases, not to exceed 18- inches from the main line. The valve box shall not transmit any shock or stress to the valve and shall be centered and plumb over the wrench nut of the valve, with the box cover flush with the surface of the finished pavement or such other level as may be directed. Refer to City Index No. 402; Sheet 1 of 5 & Sheet 2 of 5 for potable water valve pad detail, and City Index No. 502; Sheet 1 of 2 & Sheet 2 of 2 for reclaimed water valve box and pad detail. 41.3.3.3 HYDRANTS Hydrants shall be located as shown or as directed so as to provide complete accessibility and minimize the possibility of damage from vehicles or injury to pedestrians. All hydrants located 10 -feet of more from the main shall have a gate valve at the main and another gate valve at the hydrant location. No valve can be located anywhere in the hydrant run to circumvent the use of two valves. Refer to City Index No. 402; Sheet 5 of 5 for potable water hydrants. No hydrants shall be installed on the reclaimed water system unless approved by the City of Clearwater's Engineering Department. All hydrants shall stand plumb and shall have their nozzles parallel with, or at right angles to, the curb, with the pumper nozzle facing the curb. Hydrants shall be set to the established grade, with nozzles as shown or as directed by the Engineer. Each hydrant shall be connected to the main with a 6 -inch ductile iron branch controlled by an independent 6 inch gate valve. 41.3.3.4 ANCHORAGE Movement of all plugs, caps, tees, bends, etc., unless otherwise specified shall be prevented by attaching approved mechanical restraining rings or glands and installed per manufacturers recommendations. Hydrants shall be held in place with restrained swivel joints. Restraining mechanical joint glands on hydrants may be used where hydrant runout length precludes the use of hydrant connecting swivel joints. Where special anchorage is required, such anchorage shall be in accordance with details shown on the plans. 41.3.4 CONNECTIONS TO EXISTING LINES Where shown on the plans or directed by the Engineer, the water lines constructed under this contract shall be connected to the existing lines now in place. No such connection shall be made until all requirements of the specifications as to tests, flushing, and sterilization have been met and the plan of the cut in to the existing line has been approved by the Engineer. SectionIV.docx Page 73 of 128 11/26/2014 Section IV — Technical Specifications Where connections are made between new work and existing work, the connections shall be made in a thorough and workmanlike manner using proper materials and fittings to suit the actual conditions. All fittings shall be properly sterilized and pipe will be properly swabbed before connections to existing facilities. All connections to existing facilities will be completed under the supervision of the City of Clearwater Water Division. 41.4 TESTS 41.4.1 HYDROSTATIC TESTS After installation of water mains, complete with all associated appurtenances including service taps, all sections of newly laid main shall be subject to a hydrostatic pressure test of 150 pounds per square inch for a period of two (2) hours and shall conform to AWWA C600 latest revision. All mains shall be pigged and flushed to remove all sand and other foreign matter before any hydrostatic test can or will be performed. The pressure test shall be applied by means of a pump connected to the pipe in a manner satisfactory to the Engineer. The pump, pipe connection and all necessary apparatus, together with operating personnel, shall be furnished by the Contractor at his expense. The Contractor shall make all necessary taps into the pipe line. The Owner will furnish the water for the test. Before applying the test pressure, all air shall be expelled from the pipe line. 41.4.2 NOTICE OF TEST The Contractor shall give the City of Clearwater's Owner Representative 48 -hours advance notice of the time when the installation is ready for hydrostatic testing. 41.5 STERILIZATION Before the system is put into operation, all water mains and appurtenances and any item of new construction with which the water comes in contact, shall be thoroughly sterilized in accordance with AWWA C651. 41.5.1 STERILIZING AGENT The sterilizing agent shall be liquid chlorine, sodium hypochlorite solution conforming to Federal Specification 0 S 602B, Grade D, or dry hypochlorite, commonly known as "HTH" or "Perchloron ". 41.5.2 FLUSHING SYSTEM Prior to the application of the sterilization agent, all mains shall be thoroughly flushed. Flushing shall continue until a clean, clear stream of water flows from the hydrants. Where hydrants are not available for flushing, such flushing shall be accomplished at the installed blow off devices generally at the ends of the lines. 41.5.3 STERILIZATION PROCEDURE All piping, valves, fittings and all other appurtenances shall be sterilized with water containing a minimum chlorine concentration of 75 ppm at any point in the system. This solution shall then remain in the distribution system for a minimum contact period of eight (8) hours and never more than 24 hours before it is flushed out. All valves in the lines being sterilized shall be opened and closed several times during the contact period. SectionlV.docx Page 74 of 128 11/26/2014 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section IV — Technical Specifications 41.5.4 RESIDUAL CHLORINE TESTS After the sterilization outlined above has been accomplished, flushing shall continue until free residual chlorine tests not less than 0.2 ppm nor more than 3.0 ppm. Residual chlorine test shall be in accordance with standard methods using a standard DPD test set. 41.5.5 BACTERIAL TESTS After the water system has been sterilized and thoroughly flushed as specified herein, City of Clearwater Water Division or the Owner's Representative personnel shall take samples of water from remote points of the distribution system in suitable sterilized containers. The City shall forward the samples to a laboratory certified by the Florida State Board of Health for bacterial examination in accordance with AWWA C651. If tests of such samples indicate the presence of coliform organisms, the sterilization as outlined above shall be repeated until tests indicate the absence of such pollution. The bacterial tests shall be satisfactorily completed before the system is placed in operation and it shall be the Contractor's responsibility to perform the sterilization as outlined above. If methods of sterilization differ materially from those outlined above, such methods shall be in accordance with directives of the Florida State Board of Health and all methods employed shall have the approval of that agency. Definite instructions as to the collection and shipment of samples shall be secured from the laboratory prior to sterilization and shall be followed in all respects. The City of Clearwater shall secure clearance of the water main from the Florida Department of Environmental Protection before the water distribution system is put into operation. 41.6 MEASUREMENT AND PAYMENT 41.6.1 GENERAL Bids must include all sections and items as specified herein and as listed on the Bid Form. Payment for the work of constructing the project will be made at the unit price or lump sum payment for the items of work as set forth in the Bid, which payment will constitute full compensation for all labor, equipment, and materials required to complete the work. No separate payment will be made for the following items and the cost of such work shall be included in the applicable pay items of work: • Clearing and grubbing • Excavation, including necessary pavement removal • Shoring and/or dewatering • Structural fill • Backfill • Grading • Tracer wire • Refill materials • Joints materials • Tests and sterilization • Appurtenant work as required for a complete and operable system. SectionlV.docx Page 75 of 128 1 1/26/2014 Section IV — Technical Specifications 41.6.2 FURNISH AND INSTALL WATER MAINS 41.6.2.1 MEASUREMENT The quantity for payment shall be the actual number of feet of pipe of each size and type satisfactorily furnished and laid, as measured along the centerline of the completed pipe line, including the length of valves and fittings. 41.6.2.2 PAYMENT Payment of the applicable unit price shall be full compensation for furnishing all plant, labor, materials and equipment, and constructing the water mains complete and ready for operation. 41.6.3 FURNISH AND INSTALL FITTINGS 41.6.3.1 MEASUREMENT The quantity for payment will be the number of tons, or decimal part thereof, of ductile iron fittings satisfactorily furnished and installed. Fitting weights shall be based on weights stamped on the body of the fitting, provided such weights do not exceed the theoretical weights by more than the tolerances permitted in ANSI /AWWA C 110 /A 21.10 82, latest revision, in which case, the weight will be based upon the theoretical weight plus the maximum tolerance. 41.6.3.2 PAYMENT Payment of the applicable unit price shall be full compensation for furnishing all plant, labor, materials, and equipment required to furnish and install ductile iron fittings. 41.6.4 FURNISH AND INSTALL GATE VALVES COMPLETE WITH BOXES AND COVERS 41.6.4.1 MEASUREMENT The quantity for payment shall be the number of gate valves of each size satisfactorily furnished and installed. 41.6.4.2 PAYMENT Payment of the applicable unit price for each size shall be full compensation for furnishing all plant, labor, material and equipment and installing the valve complete with box and cover. 41.6.5 FURNISH AND INSTALL FIRE HYDRANTS 41.6.5.1 MEASUREMENT The quantity for payment shall be the number of fire hydrants satisfactorily furnished and installed. The only hydrants allowed to be installed in the City of Clearwater utilities system are listed in Section 41.2.5. No exceptions. 41.6.5.2 PAYMENT Payment of the applicable unit price shall be full compensation for furnishing all plant, labor, material and equipment and installing the fire hydrant complete including necessary thrust SectionlV.docx Page 76 of 128 11/26/2014 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section IV — Technical Specifications anchorage, 6 -inch pipe between the main and the hydrant and gate valve and valve box on the hydrant lead. 42 GAS SYSTEM SPECIFICATIONS This article not applicable. 43 TENNIS COURTS 43.1 PAVED TENNIS COURTS 43.1.1 SOIL TREATMENTS All soil under courts shall be treated with 1,000 square foot. Materials shall be brought to the job site into the Engineer's Office. DSMA 184 at the rate of 2 pounds active ingredient per in tagged containers. Tags shall be retained and turned 43.1.2 BASE COURSE Base Course shall be Limerock 6" thick after compaction. Specifications for the base shall be the same as those for Limerock in Section IV - Article 22 of the City of Clearwater Technical Specifications. Subgrade stabilizing will not be required. Surface shall be cut to within 1/2" of true grade in preparation of 1" leveling course. Prior to applying prime coat, surface shall be approved by the Engineer. 43.1.3 PRIME COAT The material used for prime coat shall be cut -back Asphalt Grade RC -70 or RC -250 and shall conform to Section 300 of the Florida State Department of Transportation's "Standard Specifications for Road and Bridge Construction ". 43.1.4 LEVELING COURSE A.Leveling Course shall be a minimum of 1" of Type S -III Asphaltic Concrete as specified in Section 331 of FDOT's Standard Specification (latest edition). The Leveling Course shall be constructed running East and West. Finish surface of leveling course shall not vary more than 1/4" when checked with a 10 foot straight edge. If a deficiency of more than 1/4" exists, the Engineer will determine if the surface should be leveled or removed and replaced. Such remedial work shall be without compensation. 43.1.5 SURFACE COURSE Surface course shall be a minimum of 1" of Type S -III Asphaltic Concrete as specified in Section 331 of FDOT's Standard Specification (latest edition). The Surface Course shall be constructed running North and South. Finish surfaces shall not vary more than 1/4" in 10 feet. Prior to application of color coat, surface shall be checked for low areas by flooding the surface with water. Low areas shall be patched as approved by the Engineer prior to application of the color coat. No areas which retain water will SectionlV.docx Page 77 of 128 11/26/2014 Section IV — Technical Specifications be approved. If a deficiency of more than 1 /4" exists, the Engineer will determine if the surface should be leveled or removed and replaced. Such remedial work shall be without compensation. 43.1.6 COLOR COAT 43.1.6.1 MATERIALS Materials used in the patching and color coating of Tennis Courts shall be manufactured specifically for Tennis Court Application. All materials must be approved by the Engineer prior to the start of construction. Request for approval of coating materials may be submitted prior to the opening of bids. In requests for approval, the Contractor shall present manufacturer's literature along with the name, address, and date of three previous Tennis Court applications of the proposed material. 43.1.6.2 CONSTRUCTION 43.1.6.2.1 SURFACE PREPARATION The surface to be coated must be sound, smooth, and free from loose dirt or oily materials. Prior to the application of surfacing materials, the entire surface should be checked for minor depressions or irregularities. If it is determined that minor corrections are necessary, the Contractor shall make repairs using approved tack coat and/or patching mix in accordance with manufacturer's recommendations for use. After patching the surface shall not vary more than 1/8" in ten feet in any direction. If a deficiency of more than 1/8" exists, the Engineer will determine if the surface should be leveled or removed and replaced. Such remedial work shall be without compensation. In order to provide a smooth, dense underlayment of the finish course, one or more applications of 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 mix. No applications shall be covered by a succeeding application until thoroughly cured. 43.1.6.2.2 FINISH COLOR COURSE The finish course shall be applied to a clean, dry surface in accordance with the manufacturer's directions. A minimum of two applications of color coat will be required. Texture of cured color coat is to be regulated in accordance with manufacturer's recommendations to provide a medium speed surface for tennis play. The color of application shall be dark green for the regulation double's playing area and red for all other others. The finished surface shall have a uniform appearance and be free from ridges and tool marks. 43.1.6.3 PLAYING LINES Forty -eight (48) hours minimum after completion of the resurfacing, 2 inch wide playing lines shall be accurately located, marked and painted with approved marking paint. SectionlV.docx Page 78 of 128 11/26/2014 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section IV — Technical Specifications 43.1.6.4 WEATHER LIMITATIONS No parts of the construction involving Tennis Court surfacing or patching products shall be conducted during rainfall, or when rainfall is imminent or unless the air temperature is at least 50 degrees, Fahrenheit and rising. NOTE: The Contractor shall notify the Project Inspector a minimum or 24 hours in advance of all base and asphalt related work. 43.2 CLAY TENNIS COURTS 43.2.1 GENERAL 43.2.1.1 SCOPE The Contractor shall furnish all labor, materials and equipment necessary for the installation of clay tennis court(s) as set forth in these specifications and /or the construction drawings. The scope of work is indicated on drawings and specified herein. Basis of design for clay courts with sub - surface irrigation system is Hydrogrid Tennis, Inc. or prior approved equal. 43.2.1.2 CONTRACTOR QUALIFICATIONS The Owner may make such investigation as he deems necessary to determine the ability of the Bidder to perform the work and the Bidder shall furnish to the Owner all such information and data for this purpose as the Owner may request. The Owner reserves the right to reject any Bid if the evidence submitted by, or investigations of such Bidders fail to satisfy the owner that such Bidder is properly qualified to carry out the obligations of the Contract and to complete the work contemplated herein within the time limit agreed upon. Factors to be considered in awarding the Bid shall include the successful completion of similar sub - surface irrigation clay tennis court installations of like value, scope, size and quality as this project, with in the last five (5) years. The Owner desires to award this contract to firms that have been in business for a minimum of five (5) years. The qualifications and experience of the personnel assigned to the project will be a determining factor in the award of the Bid. 43.2.1.3 STANDARDS The Contractor shall perform all work in a thorough, workmanlike manner and conform to standards for tennis court construction as prescribed or approved by the United States (Lawn) Tennis Association and the United States Tennis Court and Tract Builders Association. The Contractor shall construct the tennis courts with laser guided equipment. 43.2.1.4 BUILDING PERMITS AND TAXES The Contractor shall secure all construction permits required by law, the City of Clearwater will waive all permit fees. 43.2.1.5 COURT LAYOUT The Owner shall establish two horizontal control points and a construction bench mark. The Contractor shall locate the four corners of each battery and shall layout the courts in conformance with the specifications and drawings. SectionlV.docx Page 79 of 128 11/26/2014 43.2.1.6 Section IV — Technical Specifications BUILDING REQUIREMENTS The Owner shall provide and maintain reasonable access to the construction site, as well as an area adjacent to the site for storage and preparation of materials. Adequate water outlets within fifty (50) feet of the site shall be provided. 43.2.1.7 SCHEDULE The Owner desires to award the contract to firms who will complete this project in a reasonable time schedule. Consideration in awarding this bid will be given to firms who may commence and complete the project within a reasonable period of time after award of the bid. The Owner, in its sole discretion, will determine the reasonable schedule standard as it relates to the "Notice to Proceed." 43.2.2 SITE PREPARATION 43.2.2.1 SUITABILITY The Contractor shall examine the site to determine its suitability for installation of the courts. 43.2.2.2 DEMOLITION The contractor shall demo the existing tennis courts, remove the existing ten (10) foot high fence surrounding the tennis courts and all underground utilities within the limits of the construction area. Utilities extending outside the construction limits shall be capped and terminated. The existing tennis courts shall be ground into millings suitable to be mixed into the sub -grade at the proposed location of the new clay tennis courts. Any sub -grade material beneath the existing tennis courts not suitable for planting beds shall be removed and also utilized as sub -grade material beneath the new courts. All demolition materials not utilized in construction of the new courts shall be removed and disposed from the project site. The Contractor shall provide documentation of any recycled materials. 43.2.2.3 SUB -GRADE The sub -grade shall be graded to a tolerance of plus or minus one (1) inch of the final sub -grade elevation. The sub -grade shall be graded level. A compaction to a density not less than 95% of the maximum standard density as determined by AASHTO T-180 is required. The Contractor shall provide documentation of testing to the Owner. 43.2.2.4 FINAL GRADE The final grades outside the tennis court areas and within the construction limits shall be graded to a tolerance of plus or minus one (1) inch of the final grade elevations with positive drainage away from tennis courts and towards drainage swales or outfall structures. A compaction to a density not less than 95% of the maximum standard density as determined by AASHTO T-180 is required. The contractor shall provide documentation of testing to the Owner. 43.2.3 SLOPE 43.2.3.1 SLOPE REQUIREMENTS Rate and direction of slope of the finished surfaces shall be one (1) inch in forty (40) feet, all in one plane, as indicated on the drawings_ SectionlV.docx Page 80 of 128 11/26/2014 Section IV — Technical Specifications 43.2.4 BASE CONSTRUCTION 43.2.4.1 LINER Two layers of 6 mil construction plastic shall be installed over the sub -grade surface with a minimum overlap of five (5) feet where pieces are joined. Use only materials that are resistant to deterioration when tested in accordance with ASTM E 154, as follows: a. Polyethylene sheet, Construction Grade. 43.2.4.2 BASE COURSE The base course shall consist of six (6) inches of porous base material as supplied by Quality Aggregate of Sarasota Florida. The surface of the base course shall be smooth and even, and it shall be within one - quarter (1/4) inch of the established grade. 43.2.4.3 IRRIGATION SYSTEM Perforated pipe shall be installed in trenches in the base course. These trenches shall be in on four (4) foot centers and shall be run perpendicular to the slope of the court. The pipe shall be two and one - quarter (2 -1/4) inch diameter with a nylon needle punched sock surrounding the pipe. Six (6) water control canisters shall be installed per court with each canister controlling five (5) grid pipe trenches. Provide all required controls systems time clocks; float switches, control wiring and solenoids, etc. for a complete sub - surface irrigation system. 43.2.5 PERIMETER CURBING 43.2.5.1 CURB Brick curb shall be installed around the entire perimeter of the court area with an elevation of one - quarter (1/4) to one -half (1/2) inch above the finished screening course elevation. 43.2.6 SURFACE COURSE 43.2.6.1 COURT SURFACE A surface course of ISP Type II Aquablend or Lee Hyroblend tennis court material shall be installed over the screening course to a compacted depth of one (1) inch. The Aqua/Hydroblend material shall be watered to its full depth immediately after leveling and then compacted by rolling with a tandem roller weighing 600 to 1000 pounds. The finished surface shall not vary from specified grade by more than one - eighth (1/8) inch. 43.2.7 ROOT BARRIER Root barrier (geo -tech fabric) eighteen (18) inches height shall be placed in a trench on the outside edge of the perimeter curbing eighteen (18) inches in depth with herbicide coating buttons to prevent plant root systems in entering the sub - surface base course of the clay tennis courts. SectionlV.docx Page 81 of 128 11/26/2014 Section IV — Technical Specifications 43.2.8 FENCING 43.2.8.1 DESIGN The contractor shall provide a total color coated fencing system as indicated on drawings and described herein. All components: frames, fabric and fittings shall be black. Basis of Design Ameristar HT -25 or prior approved equal subject to strict compliance with Ameristar published specification. 43.2.8.2 POSTS All posts shall be a minimum 2 -1/2" Ameristar HT-25 pipe; top rails 1 -5/8" Ameristar HT-25 pipe with manufacturers standard "Permacoat" color system. 43.2.8.3 FENCE FABRIC Fence Fabric shall be 1 -3/4" #6 gauge mesh throughout, manufactures standard galvanized wire with PVC coating. All fabric to be knuckled on both selvages. 43.2.8.4 GATES Provide gates at locations indicated. At service gates, provide a keeper that automatically engages gate life and holds it in the open position until manually released. Provide gate stops for double gates consisting of a mushroom -type flush plate with anchors, set in concrete, and designed to engage a center drop rod or plunger -bar. Include a locking device and padlock eyes as an integral part of the latch, permitting both gate leaves to be locked with a single padlock. Provide latch, fork type or plunger -bar type to permit operation from either side of gate, with padlock eye as an integral part of the latch. Gate Hinges — Size and material to suit gate size, non - lift -off type, and offset to permit 180- degree gate opening. Provide one and one -half (1 -1/2) pair of hinges for each leaf over six (6) foot nominal height. 43.2.9 WINDSCREENS The contractor shall provide nine (9) foot high windscreens at all ten (10) foot high fencing. Basis of design is Durashade plus by Ball Products, Inc. or equal by Putterman. Black high - density polyethylene, eight (8) oz. per square yard edges hemmed with grommets at twelve (12) inch on center. Attach to chain link fencing at the top and bottom with 50 LBS plastic ties. 43.2.10 COURT EQUIPMENT 43.2.10.1 POST FOUNDATIONS Post foundations shall be not less than thirty-six (36) inches in length, eighteen (18) inches in width and thirty (30) inches in depth. Foundations shall be placed to provide an exact distance between posts of forty-two (42) feet on a doubles court and thirty -three (33) feet on a singles court. 43.2.10.2 NET POSTS & SLEEVES Net posts shall be galvanized steel having an outside diameter of not less than two and seven - eighths (2 7/8) inches with electrostatically applied enamel finish and shall be equipped with a reel type net tightening device. Post sleeves and posts shall be set plumb and true so as to support SectionlV.docx Page 82 of 128 11/26/2014 Section IV — Technical Specifications the net a height of forty-two (42) inches above the court surface at the posts. Post sleeves shall be Schedule 40 PVC to be set in concrete per net post manufactures recommendation. 43.2.10.3 CENTER STRAP ANCHOR A center strap anchor shall be firmly set in accordance with the rules of the USTA. 43.2.10.4 NET A tennis net conforming to the USTA regulations shall be installed on each court. The net shall have black synthetic netting, a headband of white synthetic material in double thickness with the exterior treated for resistance to mildew and sunlight, and bottom and end tapes of back synthetic material treated to prevent deterioration from the sunlight. A vinyl coated, impregnated steel cable, having a diameter of one quarter (1/4) inch and a length five (5) feet greater than length between the net post shall hold the net in suspension. The net shall have tie strings of a synthetic material at each corner. Basis of Design — Duranet DTS by Ball Products, Inc. 43.2.10.5 CENTER STRAP Provide a center strap of white heavy duty polyester webbing with black oxide coated brass slide buckles and nickel plated double end snap. Center strap shall be placed on the net and attached to the center strap anchor. 43.2.10.6 LINE TAPES Line tapes shall be 100% nylon and shall be two (2) inches in width. The tapes shall be firmly secured by aluminum nails with aluminum length of two and one -half (2 — 1/2) inches. Positioning shall be in accordance with regulations of the USTA. 43.2.10.7 MISCELLANEOUS EQUIPMENT Deliver the following equipment to the owner: 1. Ride -on Tandem Roller - Brutus AR -I Roller, automatic forward - neutral- reverse transmission; 24 inch wide drum; 3 -horse power Briggs and Stratton engine. 2. Hand drag brooms (4 each) - 7' wide aluminum frame with 4 -1/2" synthetic bristles; Proline. 3. Tow drag brooms (1 each) - 7' wide aluminum frame 4 -1/2" synthetic bristles; Proline. 4. Deluxe Proline Line Sweeper (4 each) - friction - driven rubber sleeves; synthetic bristle brush; with fence hook cast aluminum. 5. Scarifier /Lutes (2 each) - 30" wide all aluminum; Proline. 6. Tennis Shoe Cleaners (2 each) - steel frame construction "Scrusher" exact installation location by Owner. 7. Tennis Two Step (2 each) - polyethylene construction with two rubber panels. 8. Court Rake (1 each) — six -foot length aluminum. SectionlV.docx Page 83 of 128 11/26/2014 Section IV — Technical Specifications 43.2.11 SHADE STRUCTURE Provide shade structures as indicted on drawings. Basis of design: Suntrends, Inc. "Cabana Bench 8" — 8'long x 6' wide gable design with standard canvas canopy, direct burial installation. Provide concrete footing, size and reinforcement as required by shade structure manufacture. 43.2.12 WATER SOURCE (Potable) The owner shall supply water line to within fifty (50) feet of the courts with 50 pounds per square inch running pressure at its terminus. This line shall have the capacity to supply 30 gallons of water per minute for each court. 43.2.13 CONCRETE Provide concrete consisting of portland cement per ASTM C 150, aggregates per ASTM C 33, and potable water. Mix materials to obtain concrete with a minimum 28 -day compressive strength of 3,500 psi. Use at least four sacks of cement per cu. yd., 1 -inch maximum size aggregate, 3 -inch maximum slump. 43.2.14 EXISTING SPORT TENNIS COURT LIGHTING 43.2.14.1 SHOP DRAWINGS The Contractor shall provide signed and sealed electrical shop drawings by a professional electrical engineer for approval of the relocation and re- aiming of the existing tennis court sport lighting fixtures and electrical service to water coolers. The shop drawings shall include all necessary information according to local electrical codes in providing a complete operating system from the existing electrical panel. The shop drawings shall provide data showing the maximum foot candles the existing fixtures will provide at its new locations for tournament play. Shop drawings shall be submitted to the Parks and Recreation Department for approval. 43.2.14.2 RE -LAMP The Contractor shall re -lamp and clean lens of all existing lighting fixtures after relocating the light pole and fixtures to its new location. The City will provide the new lamps. 43.2.14.3 ELECTRICAL PERMIT The Contractor shall submit electrical drawings to City of Clearwater Planning and Development Services to obtain permits for installation of the electrical works. 43.2.14.4 POLES & FIXTURES The Contractor shall install three (3) new sixty foot (60') poles and fourteen (14) new fixtures. The City will purchase and provide the new poles and fixtures for the Contractor to install, any other miscellaneous items required to provide a complete operable system shall be provided by the Contractor. Attached with this specification are the photometric lumination charts for the eight -(8) tennis courts. This information is provided by Musco Sport Lighting, 1838 East Chester Drive, Suite #104, High Point, NC 27265, phone (336) 887 -0770 fax (336) 887 -0771. Contact Douglas A. Stewart. Contractor shall install the poles and fixtures based on the following information: SectionlV.docx Page 84 of 128 11/26/2014 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section IV — Technical Specifications 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 T6 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. 43.2.17.2 WARRANTY The Contractor shall warranty the courts, fencing, sidewalks and court accessories against defective materials and /or workmanship for a period of one (1) year from the date of completion. SectionlV.docx Page 85 of 128 11/26/2014 Section IV — Technical Specifications 43.2.17.3 WARRANTY SUB - SURFACE IRRIGATION SYSTEM The Contractor shall warranty the sub - surface irrigation of the clay tennis courts for a period of two years from the day of completion. 44 WORK ZONE TRAFFIC CONTROL 44.1 CONTRACTOR RESPONSIBLE FOR WORK ZONE TRAFFIC CONTROL The Contractor shall be responsible to furnish, operate, maintain and remove all work zone traffic control associated with the Project, including detours, advance warnings, channelization, hazard warnings and any other necessary features, both at the immediate work site and as may be necessary at outlying points. 44.2 WORK ZONE TRAFFIC CONTROL PLAN The Contractor shall prepare a detailed traffic control plan designed to accomplish the level of performance outlined in the Scope of the Work and /or as may be required by construction permits issued by Pinellas County and/or the Florida Department of Transportation for the Project, incorporating the methods and criteria contained in Part VI, Standards and Guides for Traffic Controls for Street and Highway Construction, Maintenance, Utility and Incident Management Operations in the Manual on Uniform Traffic Control Devices published by the U.S. Department of Transportation and adopted as amended by the Florida Depailtnent of Transportation, or most recent addition. 44.2.1 WORK ZONE SAFETY The general objectives of a program of work zone safety is to protect workers, pedestrians, bicyclists and motorists during construction and maintenance operations. This general objective may be achieved by meeting the following specific objectives: • Provide adequate advance warning and information regarding upcoming work zones. • Provide the driver clear directions to understanding the situation he will be facing as he proceeds through or around the work zone. • Reduce the consequences of an out of control vehicle. • Provide safe access and storage for equipment and material. • Promote speedy completion of projects (including thorough cleanup of the site). • Promote use of the appropriate traffic control and protection devices. • Provide safe passageways for pedestrians through, in, and /or around construction or maintenance work zones. The 2004 Design Standards (DS), Index 600 "When an existing pedestrian way or bicycle way is located within a traffic control work zone, accommodation must be maintained and provision for the disabled must be provided. Only approved temporary traffic control devices may be used to delineate a temporary traffic control zone pedestrian walkway. Advanced notification of sidewalk closures and detours marked shall be provided by appropriate signs ". 2004 Standard Specifications for Road and Bridge Construction SectionlV.docx Page 86 of 128 11/26/2014 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section IV — Technical Specifications 102 -5 Traffic Control: 102 -5.1 Standards: FDOT Design Standards (DS) are the minimum standards for the use in the development of all traffic control plans 44.3 ROADWAY CLOSURE GUIDELINES Roadway types: Major Arterials, Minor Arterials, Local Collectors, and Local Following are typical requirements to be accomplished prior to closure. The number of requirements increase with traffic volume and the importance of access. Road closures affecting business or sole access routes will increase in process requirements as appropriate. For all but local streets, no road or lane closures are allowed during the Christmas holiday season and the designated "Spring Break" season with prior approval by the City Engineer. 44.3.1 ALL ROADWAYS Obtain permits for Pinellas County and Florida Department of Transportation roadways. Traffic control devises conform to national and state standards. 44.3.1.1 PUBLIC NOTIFICATION Standard property owner notification prior to start of construction for properties directly affected by the construction process. 44.3.2 MAJOR ARTERIALS, MINOR ARTERIALS, LOCAL COLLECTORS Consult with City Traffic staff for preliminary traffic control options. Develop Formal Traffic Control Plan for Permit Submittal to Regulatory Agency as necessary. 44.3.2.1 PUBLIC NOTIFICATION Message Board Display, Minimum of 7 -day notice period prior to road closure and maybe longer for larger highway. The message board is to be provided by the Contractor. 44.3.3 MAJOR ARTERIALS, MINOR ARTERIALS 44.3.3.1 PUBLIC NOTIFICATION C -View Release 44.3.4 MAJOR ARTERIALS 44.3.4.1 PUBLIC NOTIFICATION News Release The Message Board may need to be displayed for a period longer than 7 days. 44.4 APPROVAL OF WORK ZONE TRAFFIC CONTROL PLAN The Contractor is invited and encouraged to confer in advance of bidding, and is required, as a specification of the work, to confer in advance of beginning any work on the Project, with the Traffic Operations Division, Municipal Services Building, 100 South Myrtle Avenue, telephone 562 -4750, for the purpose of approval of the Contractor's proposed detailed traffic control plan. SectionlV.docx Page 87 of 128 11/26/2014 Section IV — Technical Specifications All maintenance of traffic (MOT) plans shall be signed and sealed by a Professional Engineer or an individual who is certified in the preparation of MOT plans in the State of Florida. 44.5 INSPECTION OF WORK ZONE TRAFFIC CONTROL OPERATION The Traffic Operations Division may inspect and monitor the traffic control plan and traffic control devices of the Contractor. The City's Construction Inspector assigned to the project, may make known requirements for any alterations or adjustments to the traffic control devices. The Contractor shall take direction from the Project Engineer or Project Inspector. 44.6 PAYMENT FOR WORK ZONE TRAFFIC CONTROL Payment for work zone traffic control is a non - specific pay item to be included in the construction costs associated with other specific pay items unless specifically stated otherwise in the Scope of Work in these Technical Specifications and a bid item(s) is included for Work Zone Traffic Control in the proposal form. 44.7 CERTIFICATION OF WORK ZONE TRAFFIC CONTROL SUPERVISOR The City may require that the Supervisor or Foreman controlling the work for the Contractor on the Project have a current International Municipal Signal Association, Work Zone Traffic Control Safety Certification or Worksite Traffic Supervisor Certification from the American Traffic Safety Association with additional current Certification from the Florida Department of Transportation. This requirement for Certification will be noted in the Scope of Work and/or sections of these Technical Specifications. When the certified supervisor is required for the Project, the supervisor will be on the Project site at all times while work is being conducted. The Worksite Traffic Supervisor shall be available on a 24 -hour per day basis and shall review the project on a day -to -day basis as well as being involved in all changes to traffic control. The Worksite Traffic Supervisor shall have access to all equipment and materials needed to maintain traffic control and handle traffic related situations. The Worksite Traffic Supervisor shall ensure that routine deficiencies are corrected within a 24 -hour period. The Worksite Traffic Supervisor shall be available on the site within 45 minutes after notification of an emergency situation, prepared to positively respond to repair the work zone traffic control or to provide alternate traffic arrangements. Failure of the Worksite Traffic Supervisor to comply with the provisions of this Subarticle may be grounds for decertification or removal from the project or both. Failure to maintain a designated Worksite Traffic Supervisor or failure to comply with these provisions will result in temporary suspension of all activities except traffic and erosion control and such other activities deemed to be necessary for project maintenance and safety. 45 CURED -IN -PLACE PIPE LINING 45.1 INTENT It is the intention of this specification to provide for the trenchless restoration of sanitary sewer and storm pipes by the installation if a cured in place jointless, continuous, thermosetting resin impregnated polyester flexible felt liner which is watertight and chemically resistant to withstand SectionlV.docx Page 88 of 128 11/26/2014 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section IV — Technical Specifications exposure to domestic sewage including all labor, materials and equipment to provide for a complete, fully restored and functioning installation. 45.2 PRODUCT AND CONTRACTOR /INSTALLER ACCEPTABILITY The City requires that all contractors be prequalified. See General Conditions regarding contractor prequalification. In addition, the City requires a proven extensive tract record for the liner system to be used in this project. All contractors submitting for prequalification approval for this project must exhibit extensive satisfactory experience in the installation of the proposed liner system(s) and satisfactory evidence that the proposed liner system has been extensively and successfully installed in the Unites States and the State of Florida. The installer must be certified by the liner system manufacturer for installation of the liner system. The City reserves full and complete authority to approve the satisfactory nature of the both the liner system and the installer. 45.3 MATERIALS The liner shall be polyester fiber felt tubing saturated with a resin prior and qualities shall be as specified by the manufacturer to obtain a cured properties: Tensile Strength Flexural Strength Flexural Modulus of Elasticity Long Term Modulus of Elasticity (50 Years) ASTM D638 ASTM D790 ASTM D790 ASTM D2290 to insertion. Resin type liner with the following 3,000 psi 4,500 psi 300,000 psi 150,000 psi Liner shall meet strengths as shown in ASTM F1216 unless otherwise submitted and approved by the Engineer. Lining manufacturer shall submit to the Engineer for approval as requested, complete design calculations for the liner thickness. The criteria for liner design shall be HS -20 traffic loading, water table to the ground surface, minimum expected lifetime of 50 years, and no structural strength retained from the existing pipe. Liner materials shall meet manufactures specifications of Insituform of North America, Inc., 3315 Democrat Road, Post Office Box 181071, Memphis, Tennessee 38118; or InLiner USA 1900 N.W. 44th St., Pompano Beach Florida 33064, 305- 979 -0802, or an approved equal. Any approved equal liner system must be approved by the Engineer as an equal system prior to receiving bids. Request for contractor prequalification and/or equal liner system approval must be received by the Engineer no later than 14 days prior to the date for receiving bids. 45.4 CLEANING /SURFACE PREPARATION It shall be the responsibility of the Contractor to clean and prepare the existing pipes for rehabilitation. The Contractor will thoroughly clean the interior of the sewers to produce a clean interior surface free of all coatings, sand, rock, roots, sludge, or other deleterious materials prior to liner insertion. Bypass pumping will be provided by the Contractor as part of the unit cost of restoration. Bypass operations are to be so arranged as to cause minimum disruptions to local traffic, residents and particularly to commercial facilities. During the cleaning and preparation operations all necessary precautions shall be taken to protect the public, all property and the sewer from damage. All material removed from the sewers shall be the Contractor's responsibility for prompt disposal in accordance with all regulatory agency requirements. The Contractor may be required to control the rate of sewer cleaning in the sanitary system to avoid heavy pollution loads at the City's treatment plants. SectionlV.docx Page 89 of 128 11/26/2014 Section IV — Technical Specifications 45.5 TELEVISION INSPECTION After cleaning, and again after the rehabilitation work on each section of the project is completed, all pipe sections shall be visually inspected by means of closed - circuit color television, and recorded on DVD, CD VHS format tapes provided to the project engineer. The television system used shall be designed for the purpose and suitably lighted to provide a clear picture of the entire periphery of the pipe. 45.6 LINER INSTALLATION Liner shall be sized to field measurements obtained by the Contractor to provide for a tight fit on the interior of the existing pipe to be lined. Contractor shall use installation methods approved by the liner manufacturer including operations for inversion, heat curing and reconnection of laterals. The Contractor shall immediately notify the Engineer of any construction delays taking place during the insertion operation. Contractor shall maintain a reasonable backup system for bypass pumping should delays or problems with pumping systems develop. Liner entries at manholes shall be smooth, free of irregularities, and watertight. No pinholes, tears, cracks, thin spots, excessive wrinkling or other defects in the liner shall be permitted. Such defects shall be removed and replaced by the Contractor at his expense. 45.7 LATERAL RECONNECTION Sanitary laterals shall be reconnected as soon as possible to renew service. Laterals are to be reconnected by means of robotics, by internally cutting out the liner to 95% of the area of the original opening. All lateral reconnections are to be grouted to prevent leakage. Grouting method and material is to be approved by the Engineer. Any reconnections to laterals and connections to manholes which are observed to leak shall be resealed by the Contractor. All laterals discovered during the lining process are to be reconnected unless specifically directed otherwise by the City. The Contractor will be requested to reconnect any laterals discovered to not be reconnected at a later date. Contractor shall notify all local system users when the sanitary system will not be available for normal usage by the delivery of door hangers with appropriate information regarding the construction project. 45.8 TIME OF CONSTRUCTION Construction schedules will be submitted by the Contractor and approved by the Engineer. At no time will any sanitary sewer service connection remain inoperative for more than an eight -hour period without a service bypass being operated by the Contractor. In the event that sewage backup occurs and enters buildings, the Contractor shall be responsible for cleanup, repair and property damage costs and claims. 45.9 PAYMENT Payment for sanitary sewer restoration shall be made per lineal foot including all preparation, bypass pumping, equipment, labor, materials, operations, restoration, lateral reconnection, etc, to provide a fully completed and operational sewer. Payment shall be measured from center of manhole to center of manhole for the sanitary systems and from end of pipe to end of pipe for storm systems. SectionlV.docx Page 90 of 128 11/26/2014 Section IV — Technical Specifications 46 SPECIFICATIONS FOR POLYETHYLENE SLIPLINING 46.1 MATERIALS 46.1.1 PIPE AND FITTINGS The pipe supplied under this specification shall be high performance, high molecular weight, high density polyethylene pipe ( Driscopipe 1000) as manufactured by Phillips Driscopipe, Inc., Dallas, Texas and shall conform to ASTM D 1248 (Type III, Class C, Category 5, Grade P34) or approved equal. Minimum cell classification values shall be 345434C as referenced in ASTM D 3350 latest edition. If fittings are required, they will be supplied under this specification and shall be molded or manufactured from a polyethylene compound having a cell classification equal to or exceeding the compound used in the pipe. To insure compatibility of polyethylene resins, all fittings supplied under this specification shall be of the same manufacture as the pipe being supplied. 46.1.2 QUALITY CONTROL The resin used for manufacturer of the pipe shall be manufactured by the pipe manufacturer, thus maintaining complete control of the pipe quality. The pipe shall contain no recycled compound except that generated in the manufacturer's own plant from resin of the same specification from the same raw material. The pipe shall be homogeneous throughout and free of visible cracks, holes, foreign inclusions, or other deleterious defects, and shall be identical in color, density, melt index, and other physical properties. The polyethylene resin used shall have all ingredients pre compound prior to extrusion of pipe, in plant blending is not acceptable. The Engineer may request, as part of the quality control records submittal, certification that the pipe produced is represented by the quality assurance testing. Additionally, test results from manufacturer's testing or random sampling by the Engineer that do not meet appropriate ASTM standards or manufacturer's representation, may be cause for rejection of pipe represented by the testing. These tests may include density and flow rate measurements from samples taken at selected locations within the pipe wall and thermal stability determinations according to ASTM D 3350, 10.1.9. 46.1.3 SAMPLES The owner or the specifying engineer may request certified lab data to verify the physical properties of the materials supplied under this specification or may take random samples and have them tested by an independent laboratory. 46.1.4 REJECTION Polyethylene pipe and fittings may be rejected for failure to meet any of the requirements of this specification. 46.2 PIPE DIMENSIONS Pipe supplied under this specification shall have a nominal IPS (Iron Pipe Size) O.D. unless otherwise specified. The SDR (Standard Dimension Ratio) of the pipe supplied shall be as specified by the Engineer, on the construction plans and/or the scope of work. SectionlV.docx Page 91 of 128 11/26/2014 Section IV — Technical Specifications 46.3 CONSTRUCTION PRACTICES 46.3.1 HANDLING OF PIPE Pipe shall be stored on clean, level ground to prevent undue scratching or gouging of the pipe. If the pipe must be stacked for storage, such stacking should be done in accordance with the pipe manufacturer's recommendations. The handling of the pipe should be done in such a manner that it is not damaged by dragging over sharp objects or cut by chokers or lifting equipment. 46.3.2 REPAIR OF DAMAGED SECTIONS Segments of pipe having cuts or gouges in excess of 10% of the wall thickness of the pipe should be cut out and removed. The undamaged portions of the pipe shall be rejoined using the butt fusion joining method. 46.3.3 PIPE JOINING Sections of polyethylene pipe should be joined into continuous lengths on the job site above ground. The joining method shall be the butt fusion method and shall be performed by the manufacturer's representative and in strict accordance with the pipe manufacturer's recommendations. The butt fusion equipment used in the joining procedures should be capable of meeting all conditions recommended by the pipe manufacturer, including, but not limited to, temperature requirements, alignment, and fusion pressures. 46.3.4 HANDLING OF FUSED PIPE Fused segments of pipe shall be handled so to avoid damage to the pipe. When lifting fused sections of pipe, chains or cable type chokers should be avoided. Nylon slings are preferred. Spreader bars should be used when lifting long fused sections. Care should be exercised to avoid cutting or gouging the pipe. 46.4 SLIPLINING PROCEDURE 46.4.1 PIPE REQUIREMENTS AND DIMENSIONS The liner(s) to be slip lined into the existing storm sewer shall have the following sizes: 12 -inch diameter liner (SDR 26) into 15 -inch existing sewer. 16 -inch diameter liner (SDR 26) into 18 -inch existing sewer. 18 -inch diameter liner (SDR 26) into 21 -inch existing sewer. 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. SectionlV.docx Page 92 of 128 11/26/2014 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section IV — Technical Specifications 46.4.3 INSERTION SHAFT AND EXCAVATIONS All excavations shall conform to OSHA requirements and any additional requirements as set by the specifying engineer or his representative. Insertion shaft excavations shall coincide with points requiring removal of obstructions or shall be determined by the engineer. An entry slope grade of 2 1/2:1 maximum shall be used to provide a safe bending radius for the polyethylene. The bottom of the entry pit should provide a straight section for ease of entry of the liner into the existing pipe. The length of the level excavation should be at least twelve times the diameter of the liner being inserted. The width of the shaft should be as narrow as possible. The required width will depend on the location, type of soil, depth of the existing sewer line and the water table. 46.4.4 INSERTION OF THE LINER After completion of the access shaft, the top half of the existing sewer shall be broken or cut and removed for the full length of the access shaft. A fabricated pulling head shall be connected to the leading end of the liner pipe. A cable shall be connected to the pulling head so that the liner pipe can be pulled into the existing sewer. Power winches used for pulling in long lengths of polyethylene liner pipe shall be rated equal to the project requirements. Once started, the pulling operation should continue to completion. Insertion is normally done at about a slow walking speed. After insertion, a minimum of 12 hours shall be allowed for the liner pipe to reach equilibrium with the sewer temperature and to allow the liner pipe to stress relieve itself. The polyethylene liner pipe should protrude at least 6 inches into the manhole where it terminates. After the 12 -hour equilibrium period, the annular space between the original pipe and the liner shall be pressure grouted. Said grouting must be from the bottom up to prevent air pockets from forming. Also the grout must be recommended for underwater application and have elastomeric properties. Products used shall be approved by the engineer. The liner shall not be displaced when the annular space is being filled. Spacers, inflatable plugs or other methods approved by the Engineer must be used to prevent displacement. The length of fused pipe that can be pulled will vary depending on field conditions, the ease of access to the area, and the working space available. 46.4.5 CONFIRMATION OF PIPE SIZES The Contractor shall be solely responsible to confirm all pipe sizes prior to ordering, fusing and installation of the liner. 46.4.6 UNDERDRAIN CONNECTIONS IF REQUIRED After the liner has been pulled into place, allowed to recover and sealed at the manholes, pipe connections okayed by the engineer shall be reconnected to the liner pipe. SectionlV.docx Page 93 of 128 11/26/2014 Section IV — Technical Specifications Pipe connections shall be connected by the use of a pre- fabricated polyethylene saddle. A neoprene gasket shall be installed between the saddle and the liner pipe so that a complete water seal is accomplished when the saddle is placed on the liner pipe and secured with stainless steel bands. 46.4.7 BACKFILLING All excavations shall be backfilled using on site materials or as specified by the engineer. Cost for backfilling of access shafts and underdrain connections shall be including in the unit price bid for sliplining and reconnection of service laterals. Before any excavation is done for any purpose, it will be the responsibility of the contractor to contact the various utility companies and to determine the locations of their facilities. It will be the responsibility of the contractor to provide adequate protection for utility facilities. Any temporary construction right of way and/or storage areas will be arranged for by the contractor. 46.4.8 POINT REPAIR The engineer or his representative will determine if a point repair is necessary only after it has been demonstrated that a liner pipe cannot be pulled through the existing pipe. Payment will be made for each repair. The contractor will be expected to remove the obstruction and clear the pipe. If removing the top of the existing pipe will accomplish the removal of the obstruction, the bottom of the existing pipe should remain in place to form a cradle for the liner. 46.4.9 CLEAN UP OPERATIONS All materials not used in the backfilling operation shall be disposed of off site by the contractor. Finish grading shall be required. In locations other than street right -of -ways, the surface shall be graded smooth and sodded with the same kind of grass as the existing lawn. Excavation points in street right -of -ways shall be repaired as specified by the engineer. 47 SPECIFICATIONS FOR POLYVINYL CHLORIDE RIBBED PIPE 47.1 SCOPE This specification designates general requirements for unplasticized polyvinyl chloride (PVC) plastic (spiral wound) pipe with integral wall bell and spigot joints for the conveyance of storm water. 47.2 MATERIALS All pipe and fittings shall be manufactured and tested in accordance with specification for "Poly (Vinyl Chloride) (PVC) Large Diameter Ribbed Gravity Storm Sewer Pipe and Fittings Based on Controlled Inside Diameter ". The pipe and fittings shall be made of PVC plastic. 47.3 PIPE The bell shall consist of an integral wall section. The solid cross section fiber ring shall be factory assembled on the spigot. Sizes and dimensions shall be as shown in this specification. SectionlV.docx Page 94 of 128 11/26/2014 Section IV — Technical Specifications Standard laying lengths shall be 13 ft. + 1 inch. At manufacturer's option, random lengths of not more than 15% of total footage may be shipped in lieu of standard lengths. 47.4 JOINING SYSTEM Joints shall be either an integral bell gasketed joint. When the joint is assembled according to manufactures recommendation it will prevent misalignment of adjacent pipes and form a silt tight joint. 47.5 FITTINGS All fittings and accessories shall be as manufactured and furnished by the pipe supplier or approved equal and have bell and/or spigot configurations compatible with that of the pipe. 48 GUNITE SPECIFICATIONS 48.1 PRESSURE INJECTED GROUT Pressure injected grout shall be of cement and water and shall be proportioned generally in the ratio of 1.5 (one and one half) cubic foot (one and one half bags) of cement to 1 (one) cubic foot (7.50 gal.) of water. This mix shall be varied as the grouting proceeds as is necessary to provide penetration in the operator's judgment. Cement shall be Portland Cement conforming to all of the requirements of the American Society for Testing Materials Standard Specifications, latest edition serial designation C150 for Portland Cement, Type I. Portland Cement shall weigh not less than 94 pounds per cubic foot. Water used in the grout shall be fresh, clean and free from injurious amounts of oil, alkali, vegetable, sewage and/or organic matter. Water shall be considered as weighing 8.33 pounds per gallon. Grout pump shall be of the positive displacement type and shall be capable of producing adequate pressure to penetrate the area. All pressure grouting will be at the direction of the Engineer. 48.2 REHABILITATION OF CORRUGATED METAL PIPE WITH GUNITE Guniting shall conform to all requirements of "Specifications for Materials, Proportioning, and Application of Shotcrete (ACI 506.2 77)" published by the American Concrete Institute, Detroit, Michigan, except as modified by those specifications. Steel reinforcement shall be incorporated in the Gunite as required and shall be furnished, bent, set and placed in accordance with the provisions of these specifications. The purpose of this specification is to obtain a dense and durable concrete having the specified strength. 48.3 COMPOSITION Gunite shall be composed of Portland Cement, aggregate and water so proportioned as to produce a concrete suitable for pneumatic application. SectionlV.docx Page 95 of 128 11/26/2014 Section IV — Technical Specifications 48.4 STRENGTH REQUIREMENTS Concrete ingredients shall be selected, proportioned in such a manner as will produce concrete which will be extremely strong, dense and resistant to weathering, and abrasion. Concrete shall have a minimum 28 -day strength of 4,000 psi. 48.5 MATERIALS Portland Cement: Cement shall be Portland cement conforming to all of the requirements of the American Society for Testing Materials Standard Specifications, Latest Serial Designation C150 for Portland Cement, Type I. A bag of cement shall be deemed to weigh not less than 94 pounds per cubic foot. Fine Aggregate: Fine aggregate shall be natural siliceous sand consisting of hard, clean, strong, durable and uncoated particles, conforming to the requirements of American Society for Testing Materials Standard Specifications, Latest Serial Designation C33 for Concrete Aggregates. Fine aggregate shall not contain less than 3% nor more than 6% of moisture. Fine aggregate shall be evenly graded from fine to coarse and shall be within the following limits: Passing No. 3/8 Sieve 100% Passing No. 4 Sieve 95% to 100% Passing No. 8 Sieve 80% to 100% Passing No. 16 Sieve 50% to 85% Passing No. 30 Sieve 25% to 60% Passing No. 50 Sieve 10% to 30% Passing No. 100 Sieve 2% to 10% 48.6 WATER Water used in mixing, at the nozzle shall be fresh, clean, and free from injurious amounts of oil, acid, alkali, vegetable, sewage, and/or organic matter. Water shall be considered as weighing 8.33 pounds per gallon. 48.7 REINFORCEMENT Steel mesh reinforcement shall be electrically welded, cold drawn, mild steel fabric conforming to the latest requirements of ASTM Standard Specifications, Serial Designation A 185 for Welded Steel Wire Fabric for Concrete Reinforcement. Mesh can be fabricated from cold drawn steel wire conforming to the requirements of the latest ASTM Standard Specifications, Serial Designation A 82 and sized as shown on Plans Page 7 of 7. 48.8 STORAGE OF MATERIALS Cement shall be stored with adequate provisions for the prevention of absorption of moisture. It shall be stored in a manner that will permit easy access for inspection and identification of each shipment. Aggregate shall be stockpiled at points selected to provide maximum drainage and to prevent the inclusion of any foreign material during rehandling. SectionlV.docx Page 96 of 128 11/26/2014 Section IV — Technical Specifications 48.9 SURFACE PREPARATION Unsound materials of construction and all coated, scaly, or unsound concrete in manholes and inlets shall be removed by chipping with pneumatic hammers and chisels to sound surface, all cracks and cavities shall be chipped to such formation that their sides form approximately a 45 degree angle to the exposed surface for at least one (1) inch in depth. All areas to receive pneumatic concrete shall be cleaned by flushing or scouring with water and compressed air jets to assure removal of all loose particles. All areas of existing surfaces that do not require chipping shall be given a wet sandblasting with the gunite equipment and the air pressure at the cement gun shall not be less than 50 psi. Surface preparation of existing metal surface of a corrugated pipe shall be lightly sandblasted to remove loose material. All sandblasted areas shall then be cleaned by an air /water blast to remove all particles from the cleaning operation. To insure perfect bond, the newly sandblasted surface shall be thoroughly moistened with water prior to application of gunite. In no instance shall gunite be applied in an area where free running water exists. 48.10 PROPORTIONING Prior to start of guniting the Contractor shall submit to the Owner the recommended mix as a ratio of cement to aggregate. Recommended mix shall be on the basis of test data from prior experience. Provided data submitted is adequate no further testing of recommended mix will be required. If required, the Contractor shall provide all equipment necessary to control the actual amounts of all materials entering into the concrete. The types of equipment and methods used for measuring materials shall be subject to approval. 48.11 MIXING Gunite shall be thoroughly mixed by machine and then passed through a sieve to remove all large particles before placing in hopper of the cement gun. The mixture shall not be permitted to become damp. Each batch should be entirely discharged before recharging is begun. The mixer should be cleaned thoroughly enough to remove all adherent materials from the mixing vanes and from the drum at regular intervals. Water in any amount shall not be added to the mix before it enters the cement gun. Quantities of water shall be controlled by a valve at the nozzle of the gun. Water content shall be adjusted as required for proper placement, but shall in no case exceed four gallons of water per sack of cement, including the water contained in the aggregate. Remixing or tempering shall not be permitted. Mixed material that has stood 45 minutes without being used shall be discarded. Rebound materials shall not be reused. 48.12 APPLICATION Gunite shall not be placed on a frozen surface nor during freezing weather. Gunite shall not be placed when it is anticipated that the temperature during the following 24 hours will drop below 32 degrees, Fahrenheit. Sequence of application may be from bottom to top or vice versa if rebound is properly removed. Corners shall be filled first. "Shooting" shall be from an angle as near perpendicular to the SectionlV.docx Page 97 of 128 11/26/2014 Section IV — Technical Specifications surface as practicable, with the nozzle held approximately 3 feet from the work (except in confined control). If the flow of material at the nozzle is not uniform and slugs, sand spots, or wet sloughs result, the nozzleman shall direct the nozzle away from the work until the faulty conditions are corrected. Such defects shall be replaced as the work progresses. Guniting shall be suspended if: 1. Air velocity separates the cement from the sand at the nozzle. 2. Temperature approaches freezing and the newly placed gunite cannot be protected. Gunite shall be applied in one or more layers to such total thickness as required to restore the area as detailed over the original lines of the adjoining surface, unless otherwise specified. All cavities, depressions, washouts and similar failures shall be rebuilt to original lines by use of gunite reinforced with wire mesh. Where the cavity exceeds 4 inches in depth a layer of mesh shall be used for each 3 inches of depth of gunite. In no case shall wire mesh be placed behind existing reinforcement. The time interval between successive layers in sloping vertical or overhanging work must be sufficient to allow initial but not final set to develop. At the time the initial set is developing, the surface shall be cleaned to remove the thin film of laitance in order to provide a perfect bond with succeeding applications. 48.13 CONSTRUCTION JOINTS Construction joints or day's work joints shall be sloped off to a thin, clean, regular edge, preferably at a 45- degree slope. Before placing the adjoining work, the slope portion and adjacent gunite shall be thoroughly cleaned as necessary, then moistened and scoured with an air jet. 48.14 SURFACE FINISH Nozzleman shall bring the gunite to an even plane and to well formed corners by working up to ground wires or other guides, using lower placing velocity than normal. After the body coat has been placed, the surface shall be trued with a thin edge screed to remove high areas and expose low areas. Low areas shall be properly filled with concrete to insure a true, flat surface. After the concrete surface has been trued, the entire surface shall be given a flashcoat finish except where a special type finish is specified on the drawings. 48.15 CURING Curing shall be in accordance with either paragraph 3.7.1(d) or paragraph 3.7.5. of ACI 506.2 77 depending upon atmospheric condition. 48.16 ADJACENT SURFACE PROTECTION During progress of the work, where appearance is important, adjacent areas or grounds which may be permanently discolored, stained, or otherwise damaged by dust and rebound, shall be adequately protected sensitive areas, when contacted, shall be cleaned by early scraping, brushing or washing, as the surroundings permit. SectionlV.docx Page 98 of 128 11/26/2014 1 1 1 1 1 1 1 1 1 1 r 1 1 1 1 1 1 1 1 1 1 1 1 1 Section IV — Technical Specifications 48.17 INSPECTION Because of the importance of workmanship affecting the quality of the gunite, continual inspection during placing shall be maintained. Any imperfections discovered shall be cut out and replaced with sound material. 48.18 EQUIPMENT Cement Gun: The mixing and delivering equipment shall be either the vertical double chamber type or rotary type. The upper chamber of the double chamber type shall receive and pressurize the dry mix and deliver it to the lower chamber. The lower chamber shall force the pressurized mix into the delivery hose by means of a feed wheel. The type of feeder utilized should be of sufficient capacity that the lower chamber may continuously furnish all required material to the delivery hose while the upper chamber receives the recharge. The rotary type cement gun shall have an enlarged hopper to feed material into a rotating multiported cylinder. Material shall fall by gravity into a port which shall then be rotated to a position in which the material is expelled by air into a moving stream of air. All equipment must be kept in good repair. The interior of drums, feed gearing and valves shall be cleaned as often as necessary (at least once every 8 hour shift) to prevent material from caking on critical parts. Nozzle: Nozzle shall be the premixing type with perforated water feed ring inside the nozzle. The maximum length of material hose for the application of gunite shall be approximately 150 feet although it shall be permissible to use as much as 800 feet of material hose if the supply air pressure measured at the cement gun is increased to maintain proper velocity. The following table gives requirements for compressor size, hose size and air pressure using 150 feet of material hose: Comp. Cap (cfm) Max. Hose Dia. (In.) Max. Size Nozzle (In.) Min. Air Press. (psi) 365 1 5/8 1 5/8 60 600 2 2 80 750 2 1/2 2 1/2 90 For each 25 feet of material hose used in excess of 150 feet, the required air pressure shall be increased by 5 psi. Air Compressor: Any standard type of compressor shall be satisfactory if it is of sufficient capacity to provide, without interruption, the pressures and volume of air necessary for the longest hose delivery. The air compressor capacity determinations shall include allowances made for the air consumed in blowing rebound, cleaning, reinforcing and for incidental uses. Compressor equipment shall be of such capacity so as to insure air pressures at the special mixer capable of producing the required material velocities. Water Supply: The water pressure at the discharge nozzle should be sufficiently greater than the operating air pressure to assure the water is intimately mixed with the other materials_ If the line water pressure is inadequate, a water pump or pressurized tank shall be introduced into the line. The water pressure shall be uniformly steady (nonpulsating). SectionlV.docx Page 99 of 128 11/26/2014 Section IV — Technical Specifications 49 SANITARY AND STORM MANHOLE LINER RESTORATION 49.1 SCOPE AND INTENT It is the intent of this portion of the specification to provide for the structural rehabilitation of manhole walls and bases with solid preformed liners and made -in -place liner systems used in accordance with the manufacturer's recommendations and these specifications. In addition to these specifications, the Contractor shall comply with manufacturer's instructions and recommendations for work. Purpose of work is to eliminate infiltration, provide corrosion protection, repair voids and to restore the structural integrity of the manhole. For any particular system the Contractor will submit manufacturer's technical data and application instructions. All OSHA regulations shall be met. 49.2 PAYMENT Payment for liners shall be per vertical foot of liner installed from the base to the top of the installed liner. Liners will generally be installed to the top of existing or new corbels. No separate payment will be made for the following items and the cost of such work shall be included in the pay item per linear foot of liner: Bypass pumping; Traffic Control; Debris Disposal; Excavation, including necessary pavement removal; Shoring and/or dewatering; Structural fill; Backfill and compaction; Grout and mortar; Brick; Resetting of the manhole ring and cover; Pipe extensions and connectors necessary to the installation; Replacement of unpaved roadway and grass or shrubbery plot; Replacement of roadway base and asphalt surface; and Appurtenant work as required for a complete and operable system. 49.3 FIBERGLASS LINER PRODUCTS 49.3.1 MATERIALS 49.3.1.1 LINERS Liners shall be fiberglass engineered to meet or exceed AASHTO H 20 loading of 16,000 pound vertical wheel load. Manhole liners are to be of the integral corbel design unless otherwise stipulated. Manhole liners are to be as large in diameter as will fit into the existing manhole. The contractor shall measure the existing manhole immediately prior to ordering materials and is solely responsible for the fitting of the liner. Contractor will be required to submit factory certification for fiberglass liners. The manhole liner shall meet all requirements of ASTM D 3753. 49.3.1.2 MORTAR Mortar shall be composed of one part Portland Cement Type I and between two and three parts clean, well graded sand, 100% of which shall pass a No. 8 sieve. 49.3.1.3 GROUTING Grouting shall be a concrete slurry of four bags of Portland Cement Type II per cubic yard of clean, well graded sand. SectionlV.docx Page 100 of 128 11/26/2014 Section IV — Technical Specifications 49.3.2 INSTALLATION AND EXECUTION Excavate an area around the top of the existing manhole sufficiently wide and deep for the removal of the manhole ring and corbel section. Remove the frame and cover and corbel section without damaging the existing manhole walls. Care is to be taken not to allow brick or soil to fall into the existing manhole. Remove or reinsert loose brick which protrude more than one inch from the interior wall of the manhole and which could interfere with the insertion of the fiberglass liner. If the shelf of the manhole invert is not level around the perimeter, form a flat shelf with mortar. Cut the liner to the proper length. Cutouts in the manhole shall be made to accommodate existing inlet and outlet pipes, drops and cleanouts. Lower the liner into the existing manhole and set the bottom of the liner into quick setting grout. Obtain a good bottom seal to prevent the loss of grout from the annular space between the outside of the liner and the inside wall of the existing manhole. Set the liner as nearly vertically as possible. Pour six inches of quick setting grout above the initial bottom seal in the annular void to insure an adequate bottom seal. Bridge the gap from drops, laterals, force mains, cleanouts and all existing piping between the existing manhole wall and the new manhole liner with P.V.C. pipe. Use quick setting mortar to seal the area around the manhole liner and piping. Fill the annular space between the manhole liner and the existing manhole interior walls with grout. Care must be taken not to deflect the manhole liner due to head pressure. Set the existing manhole ring and cover using brick to make elevation adjustments as needed. Observe watertightness and repair any visible leakage. Backfill around the new liner and compact the backfill. Sod the disturbed area. Match existing sod. Where manholes fall in paved areas, disturbed base shall be replaced twice the original thickness and compacted in 8" layers. Asphalt shall be replaced with 1 1/2" of Pinellas County Type II surface. 49.4 STRONG SEAL MS -2 LINER PRODUCT SYSTEM This specification shall govern all work to spray apply a monolithic fiber reinforced cementitious liner to the wall and bench surfaces of brick, concrete or any other construction material; Strong Seal MS 2 product. Described are procedures for manhole preparation, cleaning, application and testing. The applicator must be approved, trained and certified as having successfully completed factory training. The applicator /contractor shall furnish all labor, equipment and materials for applying the Strong Seal MS 2 product directly to the contour of the manhole to form a structural cementitious liner of a minimum 1/2" thickness using a machine specially designed for the application. All aspects of the installation shall be in accordance with the manufacturer's recommendations and with the following specifications which includes: 1. The elimination of active infiltration prior to making the application. 2. The removal of any loose and unsound material. SectionlV.docx Page 101 of 128 11/26/2014 Section IV — Technical Specifications 3. The spray application of a pre blended cementitious mix to form a monolithic liner in a 2 coat application. 49.4.1 MATERIALS 49.4.1.1 PATCHING MIX Strong Seal shall be used as a patching mix according to the manufacturer's recommendations and shall have the following minimum requirements: 1. Compressive Strength (ASTM C -109) 15 min., 200 psi 6 hrs., 1,400 psi 2. Shrinkage (ASTM C -596) 28 days, 150 psi 3. Bond (ASTM C -952) 28 days, 150 psi 4. Cement Sulfate resistant 5. Density, when applied 105 +/- 5 pcf 49.5 INFILTRATION CONTROL Strong Plug shall be used to stop minor water infiltration according to the manufacture's recommendations and shall have the following minimum requirements: 1. Compressive strength (ASTM C -109) - 600 psi, 1 hr.; 1000 psi 24 hrs. 2. Bond (ASTM C -952) - 30 psi, 1 hr.; 80 psi, 24 hrs. 49.6 GROUTING MIX Strong -Seal Grout shall be used for stopping very active infiltration and filling voids according to the manufacture's recommendations. The grout shall be volume stable, and have a minimum 28 day compressive strength of 250 psi and a 1 day strength of 50 psi. 49.7 LINER MIX Strong Seal MS 2 shall be used to form the monolithic liner covering all interior manhole surfaces and shall have the following minimum requirements at 28 days: 1. Compressive strength (ASTM C 109) 3,000 psi 2. Tensile strength (ASTM C 496) 300 psi 3. Flexural strength (ASTM C 78) 600 psi 4. Shrinkage (ASTM C 596) 0% at 90% R.H. 5. Bond (ASTM C 952) 130 psi 6. Density, when applied 105 + pcf Product must be factory blended requiring only the addition of water at the Job site. Bag weight shall be 50 51 pounds and contents shall have dry bulk density of 54 to 56 pounds per cubic foot. Fiberglass rods which are contained in the product shall be alkaline resistant and shall be 1/2" to 5/8" long with a diameter of 635 to 640 microns. Products shall, in the un mixed state, have a lead content not greater than two percent (2 %) by weight. SectionIV.docx Page 102 of 128 11/26/2014 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 Section IV — Technical Specifications Strong Seal MS 2C shall be made with Calcium Aluminate Cement and shall be used according to the manufacturer's recommendations in applications where there is evidence of severe sulfide conditions. Product must be factory blended requiring only the addition of water at job site. Bag weight shall be 50 -51 pounds and contents must have a dry bulk density of 50 56 pounds per cubic foot. Cement content must be 65 % -75% of total weight of bag. One bag of product when mixed with correct amount of water must have a wet density of 95 108 pounds per cubic foot and must yield a minimum of .67 cubic foot of volume. Fiberglass rods must be alkaline resistant with rod lengths not less than 1/2" in length nor greater than 5/8" in height. Product shall not include any basic ingredient that exceeds maximum allowable EPA limit for any heavy metal. Manufacturer must provide MSDS sheets for product(s) to be used in reconstruction process. A two coat application of liner material will be required (no exceptions) with the first coat rough troweled to force materials into cracks and crevices to set the bond. The second coat to be spray applied to assure minimum 1/2" thickness after troweling or brush finishing to a relatively smooth finish. 49.8 WATER Shall be clean and potable. 49.9 OTHER MATERIALS No other material shall be used with the mixes previously described without prior approval or recommendation from the manufacturer. 49.10 EQUIPMENT A specially designed machine consisting of an optimized progressive cavity pump capable of producing a minimum of 250 psi pumping pressure, contra blend mixer with twin ribbon paddles with discharge, and an air system for spray application of product. Equipment must be complete with water storage and metering system. Mixer and pump is to be hydraulically powered. Equipment is to be mounted to heavy duty construction tandem axle road worthy trailer complete with electric brakes and running lights. Internal combustion engine must be included to power the hydraulic system and air compressor. 49.11 INSTALLATION AND EXECUTION 49.11.1 PREPARATION 1. Place boards over inverts to prevent extraneous material from entering the sewer lines and to prevent up stream line from flooding the manhole. Z. All foreign material shall be removed from the manhole wall and bench using a high pressure water spray (minimum 1,200 psi). Loose and protruding brick, mortar and SectionlV.docx Page 103 of 128 1 1/26/2014 Section IV — Technical Specifications concrete shall be removed using a mason's hammer and chisel and/or scraper. Fill any large voids with quick setting patching mix. 3. Active leaks shall be stopped using quick setting specially formulated mixes according to the manufacturer's recommendations. Some leaks may require weep holes to localize the infiltration during the application after which the weep holes shall be plugged with the quick setting mix prior to the final liner application. When severe infiltration is present, drilling may be required in order to pressure grout using a cementitious grout. Manufacturer's recommendations shall be followed when pressure grouting is required. 4. Any bench, invert or service line repairs shall be made at this time using the quick setting mix and following the manufacturer's recommendations. 5. After all preparation has been completed, remove all loose material. 49.11.2 MIXING For each bag of product, use the amount of water specified by the manufacturer and mix using the Spray Mate Model 35C or 35D equipment for 30 seconds to a minute after all materials have been placed in the mixing hopper. Place the mix into the holding hopper and prepare another batch with timing such that the nozzleman can spray in a continuous manner without interruption until each application is complete. 49.11.3 SPRAYING The surface, prior to spraying, shall be damp without noticeable free water droplets or running water. Materials shall be sprayed, applied to a minimum uniform thickness to insure that all cracks, crevices and voids are filled and a somewhat smooth surface remains after light troweling. The light troweling is performed to compact the material into voids and to set the bond. Not before the first application has begun to take an initial set (disappearance of surface sheen which could be 15 minutes to 1 hour depending upon ambient conditions) is the second application made to assure a minimum total finished thickness of 1/2 inch. The surface is then troweled to a smooth finish being careful not to over trowel so as to bring additional water to the surface and weaken it. A brush finish may be applied to the finished coat to remove trowel marks. Manufacturer's recommendation shall be followed whenever more than 24 hours have elapsed between applications. The wooden bench covers shall be removed and the bench is sprayed such that a gradual slope is produces from the walls to the invert with the thickness at the edge of the invert being no less than 1/2 inch. The wall bench intersection shall be rounded to a uniform radius, the full circumference of the intersection. The final application shall have a minimum of four (4) hours cure time before being subjected to active flow. 49.11.4 PRODUCT TESTING At some point during the application, at least four (4) 2 inch cubes may be prepared each day or from every 50 bags of product used, identified and sent, in accordance with the Owner's or Manufacturer's directions, for compression strength testing as described in ASTM C 109. 49.11.5 CURING Ambient manhole conditions are adequate for curing so long as the manhole is covered. It is imperative that the manhole be covered as soon as possible after the application has been completed. SectionlV.docx Page 104 of 128 11/26/2014 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section IV — Technical Specifications 49.11.6 MANHOLE TESTING AND ACCEPTANCE Manhole may be vacuum tested from the top of manhole frame to the manhole base. All pipes entering the manhole shall be plugged, taking care to securely place the plug from being drawn into the manhole. The test head shall be placed and the seal inflated in accordance with the manufacturers' recommendations. A vacuum pump of ten (10) inches of mercury shall be drawn and the vacuum pump shut off. With the valves closed, the time shall be measured for the vacuum to drop to nine (9) inches. The manhole shall pass if the time is greater than sixty (60) seconds for forty eight (48) inch diameter, seventy five (75) seconds for sixty (60) inches, and ninety (90) seconds for seventy two (72) inch diameter manholes. If the manhole fails the initial test, necessary repairs shall be made. Retesting shall proceed until a satisfactory test is obtained. Tests shall be performed by the Contractor under the direction of the Project Engineer. 49.12 INNERLINE ENVIRONMENTAL SERVICES LINER PRODUCT SYSTEM 49.12.1 SCOPE Materials and application procedures for manhole rehabilitation for the purpose of restoring structural integrity, providing corrosion resistance, and stopping infiltration by means of: 1. Hydraulic grouting, where required, as a preliminary measure to stop high volume infiltration 2. Hydrophilic grouting (positive side waterproofing), where required, as follows: a. Hydrophilic foam - injected through wall of manhole to fill voids and/or b. Hydrophilic gel- injected through wall of manhole to stop active leaks 3. Cementitious waterproofing with crystallization (negative side waterproofing) 4. Calcium aluminate cement lining, minimum of 1/2 inch 5. Epoxy coating, minimum of 30 dry mils 49.12.2 MATERIALS 49.12.2.1 REPAIRING CEMENT A quick setting hydraulic cement compound shall be used to plug all visible minor leaks and to instantly stop major leaks, so that further waterproofing processes may proceed unhindered. The repairing cement shall be nonshrinking, nonmetallic, and noncorrosive. The compound shall have the following properties: Set Time Tensile Strength ASTM C 307 Compressive Strength ASTM -C 109 1 -3 minutes 1 day 510 psi 3 days 745 psi 28 days 855 psi 1 day 3,125 psi 7 days 7,808 psi 28 days 9,543 psi SectionlV.docx Page 105 of 128 11/26/2014 Section IV — Technical Specifications Flexural Strength ASTM C 78 1 day 410 psi 3 days 855 psi 28 days 1,245 psi 49.12.2.2 HYDROPHILIC GROUTING Based on conditions found in and around the manhole, the applicator shall pressure inject either one or both of the following materials: 1. An expansive foam grout shall be used to stop major intrusion of water and fill cracks in and voids behind the structure's surface. Physical properties are as follows: Tensile Strength 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 damming effect, and to place a hydrostatic barrier around exterior of manhole. Physical properties are as follows: Density 8.75 -9.17 lbs /gal ASTM D -3574 Tensile Strength 150 psi ASTM D- 412 Elongation 250% ASTM D -3574 Shrinkage Less than 4% ASTM D -1042 Toxicity Non Toxic 49.12.2.3 WATERPROOFING A waterproofing component based on the crystallization process shall be applied. The system combines cementitious and silicate based materials that are applied to negative side surfaces to seal and stop leakage caused by hydrostatic pressure. A combination of five coats (using three components -two powders and a special liquid) react with moisture and the constituents of the substrate to form the crystalline structure. It becomes an integral part of the structure and blocks the passage of water. With moisture present, the crystallization process will continue for approximately six months. Upon completion the color will be light grey. Physical properties are as follows: Slant /Shear bond Strength 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) Permeability 8.1x10 llcm/sec to (3 day cure) 7.6x10 cm/sec CRD 48 55 at 100% RH at50 %RH 49.12.2.4 CEMENT LINING A self bonding calcium aluminate cement shall be applied to restore structural integrity and provide corrosion resistance qualities. The cement (before adding fibers) shall have the following properties: Calcium Aluminate Cement 12 Hrs 24 Hrs 7 Days 28 Days SectionlV.docx Page 106 of 128 11/26/2014 1 1 1 1 1 1 1 1 1 1 1 1 1 1 e 1 1 Section IV — Technical Specifications Modules of Elasticity: 7.10 X 10 PSI after 24 Hrs moist curing at 68 F. The calcium aluminate cement shall be reinforced with inert fibers which comply with ASTM C 1116 and ASTM C 1018, added at the rate of one pound per cubic yard of concrete. The mixture shall be applied to a thickness of at least one half inch, but no greater than two inches. It will have a dark grey color. 49.12.2.5 EPDXY COATING A high build, flexible waterproofing epoxy shall be applied to a minimum of 30 dry mils. This epoxy will seal structure from moisture and provide protective qualities to the surface, including excellent resistance to chemical attack and abrasion. The epoxy shall be 100% solids, can be applied to damp surfaces, cures to a tile like finish, is easy to clean, and has no toxic fumes. Its uses include sewage treatment plants and other sewer structures. The epoxy shall have the following properties at 75 degrees F: Mixing Ratio (Parts A:B), by volume 1:1 Color (other colors available on request) Light Gray Pot Life, hrs 1 Tensile Strength, psi, min 2,000 Tensile Elongation, % 10 —20 Water Extractable Substances, mg. /sq. in., max 5 Bond Strength to Cement (ASTM 882) psi 1,800 49.12.2.6 CHEMICAL RESISTANCE Alcohols, Trichloroethylene, Nitric Acid (3 %), Jet Fuels, Water, Sulfuric Acid (3% 10 %), MEK, Wine, Butyl Acetate, Beer, Lactic Acid (3 %), Gasoline, Corn Oil, Aluminum Sulfate, Paraffin Oil, Vegetable Juice, Sodium Chloride, Motor Oil, Hydrochloric Acid (3 %), and many others. 49.12.3 INSTALLATION AND EXECUTION 49.12.3.1 PROCEDURAL OVERVIEW Work shall proceed as follows: 1. Remove rungs (steps), if desired by client. 2. Clean manhole and remove debris. a. Plug lines and/or screen out displaced debris. b. Apply acid wash, if necessary, to clean and degrease. c. Hydroblast and/or sand blast structure. SectionlV.docx Paee 107 of 128 11/26/2014 Astm C 495 Compressive Strength, Psi 7000 11000 12000 13000 Astm C 293 Flexural Strength, Psi 1000 1500 1800 2000 Astm C 596 Shrinkage At 90% Humidity -- <0.04 <0.06 <0.08 Astm C 666 Freeze -Thaw Aft 300 Cycle No Damage Astm C 990 Pull - Out Strength 200 - 230 Psi Tensile Astm C 457 Air Void Content (7 Days) 3% Astm C 497 Porosity/Adsorption Test 4 - 5% Modules of Elasticity: 7.10 X 10 PSI after 24 Hrs moist curing at 68 F. The calcium aluminate cement shall be reinforced with inert fibers which comply with ASTM C 1116 and ASTM C 1018, added at the rate of one pound per cubic yard of concrete. The mixture shall be applied to a thickness of at least one half inch, but no greater than two inches. It will have a dark grey color. 49.12.2.5 EPDXY COATING A high build, flexible waterproofing epoxy shall be applied to a minimum of 30 dry mils. This epoxy will seal structure from moisture and provide protective qualities to the surface, including excellent resistance to chemical attack and abrasion. The epoxy shall be 100% solids, can be applied to damp surfaces, cures to a tile like finish, is easy to clean, and has no toxic fumes. Its uses include sewage treatment plants and other sewer structures. The epoxy shall have the following properties at 75 degrees F: Mixing Ratio (Parts A:B), by volume 1:1 Color (other colors available on request) Light Gray Pot Life, hrs 1 Tensile Strength, psi, min 2,000 Tensile Elongation, % 10 —20 Water Extractable Substances, mg. /sq. in., max 5 Bond Strength to Cement (ASTM 882) psi 1,800 49.12.2.6 CHEMICAL RESISTANCE Alcohols, Trichloroethylene, Nitric Acid (3 %), Jet Fuels, Water, Sulfuric Acid (3% 10 %), MEK, Wine, Butyl Acetate, Beer, Lactic Acid (3 %), Gasoline, Corn Oil, Aluminum Sulfate, Paraffin Oil, Vegetable Juice, Sodium Chloride, Motor Oil, Hydrochloric Acid (3 %), and many others. 49.12.3 INSTALLATION AND EXECUTION 49.12.3.1 PROCEDURAL OVERVIEW Work shall proceed as follows: 1. Remove rungs (steps), if desired by client. 2. Clean manhole and remove debris. a. Plug lines and/or screen out displaced debris. b. Apply acid wash, if necessary, to clean and degrease. c. Hydroblast and/or sand blast structure. SectionlV.docx Paee 107 of 128 11/26/2014 Section IV — Technical Specifications d. Remove debris from work area. 3. Repair minor defects in walls, benches, and inverts, as required, with repairing cement. (Note: Major structural repairs, such as rebuilding of benches, will also be made as required by client. 4. Inject hydrophilic grout through all surfaces, as needed, to eliminate infiltration. 5. Apply cementitious /crystallization waterproofing agents to all surfaces, repeating steps as needed. 6. Spray and/or hand apply calcium aluminate cement lining to all surfaces. 7. Spray apply epoxy coating to all surfaces. NOTE: Steps 1 -5 shall be executed consecutively with minimal delays; calcium aluminate (Step 6) shall require a cure time of at least twenty -four hours for needed adhesion of epoxy (Step 7) to cement lining. 49.12.3.2 PREPARATION An acid wash shall be used (if needed) to clean and degrease. Then, if the client desires, the rungs shall be removed. Next, the entire structure is thoroughly water and/or sand blasted to remove any loose or deteriorated material. Care shall be taken to prevent any loose material from entering lines and other areas by either plugging the lines ( where feasible) or inserting protective screens. 49.12.3.3 STRUCTURAL REPAIR Hand place or spray apply hydraulic cement material as necessary to prepared surface to fill cracks and voids in structure. Allow twenty (20) minutes before applying waterproofing /crystallization. 49.12.3.4 INFILTRATION CONTROL Pressure injection of hydrophilic gel and hydrophilic foam 1. Drill 5/8" holes through active leaking surface. 2. Install all zert fittings, as recommended by manufacturer. 3. Inject material until water flow stops. 4. Remove fittings (if necessary). 49.12.3.5 WATERPROOFING /CRYSTALLIZATION PROCESS 1. Apply a slurry coat of powder #1 to moist wall using a stiff brush, forming an undercoat. 2. Apply dry powder #2 to slurry coat by hand. 3. Brush or spray on sealing liquid during the application to penetrate and initiate the crystal forming process. 4. Repeat steps 2 and 3, until there are no visible leaks. 5. Apply powder #1 as an overcoat. 6. Allow one (1) hour to cure before applying cement lining. SectionlV.docx Page 108 of 128 1 1/26/2014 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section IV — Technical Specifications 49.12.3.6 CEMENT LINING 1. Dampen surface. 2. Mix material in mixer as recommended for spray or hand trowel application. 3. Apply cement until required build up of at least one half inch (and no more than 2 inches) has been achieved. 4. Trowel to smooth finish, restoring contours of manhole. 5. Texture brush surface to prepare for epoxy finish. 6. Allow for a 24 -hour cure time prior to epoxy coating. NOTE: If conditions of heavy humidity prevail, a dry air blower shall be used to facilitate curing times. 49.12.3.7 EPDXY COATING Spray apply epoxy coating using airless spraying equipment until surface is visibly covered and a thickness of at least 30 mils has been achieved. Manhole may be safely entered after six (6) hours, as epoxy will be hardened. Full cure strength will be achieved at forty eight (48) hours. 49.12.3.8 CLEAN UP The work crew shall remove all debris and clean work area. 49.12.3.9 MANHOLE TESTING AND ACCEPTANCE Manhole may be vacuum tested from the top of manhole frame to the manhole base. All pipes entering the manhole shall be plugged, taking care to securely place the plug from being drawn into the manhole. The test head shall be placed and the seal inflated in accordance with the manufacturers' recommendations. A vacuum pump of ten (10) inches of mercury shall be drawn and the vacuum pump shut off. With the valves closed, the time shall be measured for the vacuum to drop to nine (9) inches. The manhole shall pass if the time is greater than sixty (60) seconds for forty eight (48) inch diameter, seventy five (75) seconds for sixty (60) inches, and ninety (90) seconds for seventy two (72) inch diameter manholes. If the manhole fails the initial test, necessary repairs shall be made. Retesting shall proceed until a satisfactory test is obtained. Tests shall be performed by the Contractor under the direction of the Project Engineer. 49.12.3.10 WARRANTY All materials and workmanship shall be warranted to the Owner for a period of five (5) years, provided that all the above mentioned repair steps are used. 50 PROJECT INFORMATION SIGNS This article deleted. See SECTION III, ARTICLE 23 — PROJECT INFORMATION SIGNS. 51 IN -LINE SKATING SURFACING SYSTEM 51.1 SCOPE 1. These specifications pertain to the application of the Plexiflor Color Finish System over recreational areas intended for In -Line Skating activities. The materials specified in the SectionlV.docx Page 109 of 128 11/26/2014 Section IV — Technical Specifications site plans shall be of colors indicated and for application over the Plexipave Acrylic Latex System. 2. The work shall consist of suitable cleaning and preparation of the surface to assure a satisfactory bond of the system to the existing surface. 3. All coverage rates are calculated prior to dilution. 4. Plexiflor In -line Skating Surfacing System • 1 Coat of Acrylic Resurfacer • 2 Coats of Fortified Plexipave • 2 Coats of Plexiflor • Plexicolor Line Paint 51.2 SURFACE PREPARATIONS 51.2.1 ASPHALT Allow new asphalt to cure a minimum of 6 months. The surface must be checked for birdbaths, cracks and other irregularities and repaired with Court Patch Binder according to California Specification Section 10.14. (Surfacing prior to six months may make the asphalt subject to indentation). 51.2.2 CONCRETE Concrete shall have a wood float or broom finish. DO NOT PROVIDE STEEL TROWEL FINISH. DO NOT USE CURING AGENTS OR CONCRETE HARDENERS. Allow the concrete to cure a minimum of 30 days. Acid Etch the entire surface with Concrete Preparer according to California Specification Section 10.13. Check surface for birdbaths, cracks and other irregularities and repair with Court Patch Binder according to California Specification Section 10.14. 51.2.3 COURT PATCH BINDER MIX Court Patch Binder Mix: 100 Lbs. #80 -100 Mesh Silica Sand (dry) 3 gallons Couth Patch Binder 1 to 2 gallons Portland Cement. 51.3 APPLICATION OF ACRYLIC FILLER COAT 1. Application of the Acrylic Resurfacer Mix shall be applied to the clean, dry, level surfaces to receive the Plexiflor Surfacing System. The mix shall be applied according to California Specification Section 10.8 using the following mix: Acrylic Resurfacer Water (Clean and Potable) Sand (60 -80 mesh) Liquid Yield 55 gallons 20 -40 gallons 600 -900 pounds 112 -138 gallons 2. Over asphalt surfaces, apply the Acrylic Resurfacer Mix in one or two coats (depending on surface porosity) at a rate of .05 -.07 gallons per square yard per coat. 3. Non - coated concrete surfaces must be neutralized with concrete preparer and primed with California Ti -Coat according to Specification Section 10.17. The Acrylic Resurfacer Mix SectionlV.docx Page 110 of 128 11/26/2014 Section IV — Technical Specifications must be applied within 3 hours of the TiCoat application while the primer is dry but still tacky to the touch. Apply the Acrylic Resurfacer Mix in one or two applications at a rate of .05 -.07 gallons per square yard per coat. 51.4 APPLICATION OF FORTIFIED PLEXIPAVE After the filler coat application has dried, apply two coats of Fortified Plexipave at an undiluted rate of .05 -.07 gallons per square yard per coat using the following mix: Plexipave Color Base 30 gallons Plexichrome 20 gallons Water 20 gallons 51.5 PLEXIFLOR APPLICATION 1. Plexiflor is factory premixed and ready to use from the container. The material may be diluted with one (1 ) part water to six (6) parts Plexiflor to improve flowability and provide uniform application. 2. Apply two coats of Plexiflor at a rate of .04 -.05 gallons per square yard per coat. 3. Plexiflor is applied (in a similar manner to Plexipave) in windrows on the surface with sufficient quantity to cover as the squeegee is pulled over the surface. Apply only light pressure to the squeegee. Do not allow ridges to form between passes of the squeegee. Ridges existing after material dries should require corrective action. 4. Plexiflor and its preliminary coatings should be allowed to thoroughly dry prior to application of subsequent coats. 51.6 PLAYING LINES Four hours minimum after completion of the color resurfacing, playing lines shall be accurately located, marked and painted with Plexicolor Line Paint as specified by The National In -Line Hockey Association. 51.7 GENERAL 1. The contractor shall remove all containers, surplus materials and debris upon completion of work leaving the site in a clean, orderly condition that is acceptable to the owner. Gates shall be secured and all containers shall be disposed of in accordance with Local, State and Federal regulations. 2. Materials specified for the Plexiflor System shall tee delivered to the site in sealed, property labeled arums with California Products Corporation labels that are stenciled with the proper batch code numbers. Products packaged or labeled in any other manner will not be accepted. Mixing with clear, fresh water shall only be done at the job site. Coverage rates are based upon material prior to mixing with water as specified. 51.8 LIMITATIONS 1. Do not apply if surface temperature is less than 50 °F or more than 1 40 °F. 2. Do not apply when rain or high humidity is imminent. 3. Do not apply when surface is damp or has standing water. SectionlV.docx Page 111 of 128 11/26/2014 1 Section IV — Technical Specifications 4. Plexiflor will not hide surface imperfections of previous coatings. 5. Keep from freezing. Do not store in the hot sun. 6. Keep containers tightly closed when not in use. 7. Plexiflor will not prevent substrate cracks from occurring. 8. Plexiflor will mark slightly from normal use of some In -line Skates. 9. Coefficient of friction = 0.78 10. Coating Application Drying Time: 30 minutes to 1 hour at 70 °F with 60% relative humidity. 11. Keep court clean. Excess dirt or foreign material can cause the surface to be slippery. In -Line hockey is a physical sport. Always wear NIHA recommended protective gear. 52 RESIDENT NOTIFICATION OF START OF CONSTRUCTION This article deleted. See SECTION III, ARTICLE 22 - RESIDENT NOTIFICATION OF START OF CONSTRUCTION. 53 GABIONS AND MATTRESSES 53.1 MATERIAL 53.1.1 GABION AND RENO MATTRESS MATERIAL 53.1.1.1 PVC COATED WIRE MESH GABIONS & MATTRESSES Gabion & mattress basket units shall be of non - raveling construction and fabricated from a double twist by twisting each pair of wires through three half turns developing the appearance of a triple twist. The galvanized wire core shall have a diameter of 0.1063 inches (approx. US gauge 12). All wire used in the fabrication of the gabion shall comply with or exceed Federal Specifications QQ -W 461H, possess a maximum tensile strength of 70,000 p.s.i. with a Finish 5, Class 3 zinc coating in accordance with the current ASTM A -641. The weight of zinc coating shall be determined by ASTM A -90. The grade of zinc used for coating shall be High Grade or Special High Grade, as prescribed in ASTM B -6, Table 1. Uniformity of coating shall equal or exceed four 1- minute dips by the Preece test, as determined by ASTM A -239. The PVC coating shall be extruded and adhere to the wire core prior to weaving. The PVC coated wire shall be woven into a double twisted hexagonal mesh having uniform openings of 3 1/4 inches by 4'A 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 '/2), coated with PVC and having an overall diameter (galvanized wire core plus PVC coating) of 0.127 inches. The use of alternate wire fasteners shall be permitted in lieu of tie wire providing the alternate fastener produces a four (4) wire selvedge joint with a strength of 1200 lbs. per linear foot while remaining in a locked and closed condition. Properly formed interlocking fasteners shall be spaced from 4 to 6 inches and have a minimum 3/4 square inch inside area to properly confine the required selvedge wires. Tiger -Tite SectionlV.docx Page 112 of 128 11/26/2014 Section N — Technical Specifications Interlocking Fasteners are an approved alternate joint material. The Interlocking Wire Fastener shall meet stainless steel material specification ASTM A -313, Type 302, Class 1, or equal. All of the above wire diameters are subject to tolerance limit of 0.004 inches in accordance with ASTM A -641. 53.1.1.2 PVC (POLYVINYL CHLORIDE) COATING The coating shall be gray in color and shall have a nominal thickness of 0.0216 inches but not less than 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 100% strain. 4. Resistance to Abrasion: a. According to ASTM 1242; weight loss <12% (Method B). 5. Brittleness Temperature: a. According to ASTM D -746, Procedure A; shall be at least 8.3 degrees centigrade below the minimum temperature at which the gabions will be handled or placed but not lower than -9.4 degrees centigrade. 6. Hardness: a. According to ASTM D -2240; shall be between 50 and 60 Shore D when tested. 7. Creeping Corrosion: a. Maximum corrosion penetration to the wire core from a square cut end section shall not be more than 25mm when the specimen has been immersed for 2000 hours in a 50% SOLUTION HC1 (hydrochloric acid 12 Be). 53.1.1.3 ACCELERATED AGING TESTS Variation of the initial properties will be allowed, as specified below, when the specimen is submitted to the following Accelerated Aging Tests: 1. Salt Spray Test: a. According to ASTM B -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. SectionIV.docx Page 113 of 128 11/26/2014 Section IV — Technical Specifications 3. Exposure to high temperature: a. Testing period: 240 hours at 105 degrees centigrade, when tested in accordance with ASTM D- 1203 and ASTM D -2287. 53.1.1.4 PROPERTIES AFTER AGING TESTS After the above Accelerated Aging Tests have been performed, the PVC compound shall exhibit the following properties: 1. Appearance: a. The vinyl coating shall not crack, blister or split and shall not show any remarkable change in color. 2. Specific Gravity: a. Shall not show change higher than 6% of its initial value. 3. Durometer Hardness: a. Shall not show change higher than 10% of its initial value. 4. Tensile Strength: a. Shall not show change higher than 25% of its initial value. 5. Elongation: a. Shall not show change higher than 25% of its initial value. 6. Modulus of Elasticity: a. Shall not show change higher than 25% of its initial value. 7. Resistance to Abrasion: a. Shall not show change higher than 10% of its initial value. 8. Brittleness Temperature: a. Cold Bend Temperature - Shall not be lower than -20 degrees centigrade. b. Cold Flex Temperature - Shall not be higher than +18 degrees centigrade. 53.1.2 GABION AND MATTRESS FILLER MATERIAL: The filler stone shall be limestone from a source approved by the Engineer before delivery is started. Representative preliminary samples of the stone shall be submitted by the contractor or supplier for examination and testing by the Engineer. The stone shall have a minimum specific gravity of 2.3 and be of a quality and durability sufficient to insure permanency in the structure. The individual stones shall be free of cracks, seams, and other defects that would tend to promote deterioration from natural causes, or which might reduce the stones to sizes that could not be retained in the gabion or mattress baskets. The stone shall meet the following physical requirements: • Absorption, maximum 5% • Los Angeles Abrasion (FM 10T096), maximum loss 45% • Soundness (Sodium Sulphate), (FM 1- T104), maximum loss 12% SectionlV.docx Page 114 of 128 11/26/2014 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section IV — Technical Specifications • Flat and elongated pieces, materials with least dimension less than one third of greatest dimension shall not exceed 5% by weight. All filler material shall be uniformly graded between 4 inch and 8 inch (equivalent spherical diameter) and shall be angular in form. Rounded stones shall not exceed 10% of the stone, by weight and 70% of the stone, by weight, shall exceed the largest dimension of the mesh opening. 53.1.3 MATTRESS WIRE Mattress wire shall conform to the same specifications as gabions except as follows: 1. The nominal diameter of the wire used in the fabrication of the netting shall be 0.0866 inches minimum, subject to diameter tolerance in accordance with the current ASTM A 641, Table 3. 2. All wire shall be galvanized according to ASTM A 641, Table 1. The minimum weight of the zinc coating shall be 0.70 ozs. /sq. ft. for the 0.0866 inch wire used for mesh and lacing and 0.80 ozs. /sq. ft. for the 0.106 wire used for selvedge. 3. Adhesion of the zinc coating to the wire shall be capable of being wrapped in a close helix at a rate not exceeding 15 turns per minute around a cylindrical steel mandrel having a diameter 3 times the nominal wire diameter being tested. After the wrap test is completed, the wire shall not exhibit any cracking or flaking of the zinc coating to such an extent that any zinc can be removed by rubbing with bare fingers. 53.1.4 GEOTEXTILE FABRIC Fabric shall conform to FDOT Standard Index 199, Type D -2, and FDOT Standard Specifications, 1996 edition, Section 985. 53.2 PERFORMANCE Gabions and Reno Mattresses shall be installed according to the manufacturer's recommendations and as shown on the Drawings. Fabrication of gabion baskets shall be in such a manner that the sides, ends, lid and diaphragms can be assembled at the construction site into rectangular baskets of the sizes specified and shown on the Drawings. Gabions and mattresses shall be of single unit construction; the base, lid ends and sides shall be either woven into a single unit or one edge of these members connected to the base section of the gabion in such a manner that the strength and flexibility at the connecting point is at least equal to that of the mesh. Where the length of the gabion and mattress exceeds one and one -half its horizontal width, they shall be equally divided by diaphragms of the same mesh and gauge as the mattresses shall be furnished with the necessary diaphragms secured in proper position on the base so that no additional tying is required at this juncture. The wire mesh is to be fabricated so that it will not ravel. This is defined as the ability to resist pulling apart at any of the twists or connections forming the mesh when a single wire strand in a section of mesh is cut. Each gabion or mattress shall be assembled by tying all untied edges with binding wire. The binding wire shall be tightly looped around every other mesh opening along seams so that single and double loops are alternated. A line of empty gabions shall be placed into position according to the contract drawings and binding wire shall be used to securely tie each unit to the adjoining one along the vertical reinforced edges and the top selvedges. The base of the empty gabions placed on top of a filled line of gabions shall be tightly wire to the latter at front and back. SectionlV.docx Page 115 of 128 11/26/2014 Section IV — Technical Specifications To achieve better alignment and finish in retaining walls, gabion stretching is recommended. Connecting wires shall be inserted during the filling operation in the following manner: Gabions shall be filled to one third full and one connecting wire in each direction shall be tightly tied to opposite faces of each cell at one third height. The gabion shall then be filled to two thirds full and one connecting wire in each direction shall be tightly tied to opposite face of each cell at one two third height. The cell shall then be filled to the top. Filler stone shall not be dropped more than 12" into the gabions and mattresses. Geotextile fabric shall be installed at locations shown in the Drawings. The surface to receive the cloth shall be prepared to a relatively smooth condition free of obstructions which may tear or cut the cloth. The panel shall be overlapped a minimum of 30 inches and secured against movement. Cloth damaged or displaced during installation, gabion work, or backfill shall be replaced or repaired to the satisfaction of the Engineer at the contractor's expense. The work shall be scheduled so that the fabric is not exposed to ultraviolet light more than the manufacturer's recommendations or five days, whichever is less. 54 LAWN MAINTENANCE SPECIFICATIONS 54.1 SCOPE To remove trash and debris from landscape and paved area; maintenance and fertilization of plant beds and landscape materials; maintenance, repair, and operation of irrigation systems; ornamental pest control; palm pruning; maintenance of traffic; and the cleaning of hard surfaces at designated areas. The Contractor is to work with the City in coordinating maintenance activities and reporting irregularities in the work zone. The Contractor(s) will provide the labor and materials required to maintain the specified landscaped areas including: • Traffic safety and Maintenance of Traffic; • Trash and debris removal from the job site; • Removal of weeds in landscaped areas and hard surfaces; • Proper trimming and pruning of landscape plants and palms; • Proper fertilization and pest control of landscape and palms (may be subcontracted); • Irrigation service and repair; • Mulch replacement; • Cleaning of hard surfaces; and the • Reporting of irregularities at the job site. 54.2 SCHEDULING OF WORK The Contractor(s) shall accomplish all landscape maintenance required under the contract between the hours of 6:30 a.m. and 7:00 p.m. Monday through Saturday, excluding observed holidays. The City may grant, on an individual basis, permission to perform contract maintenance at other hours. All work shall be completed in a continuous manner, that is the cleanup, weeding, trimming, etc., be completed before leaving the job site. SectionlV.docx Page 116 of 128 11/26/2014 1 Section IV — Technical Specifications 54.3 WORK METHODS 54.3.1 MAINTENANCE SCHEDULING The Contractor(s) will adhere to a work schedule provided by the City (see Level of Service). Any variations to that schedule, requested by either party, must be approved, either verbally or in writing by an authorized representative of the other party. 54.3.2 DUTIES PER SERVICE VISIT The contractor(s) shall provide the following service at each scheduled visit to the designated location: 54.3.2.1 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. 54.3.2.2 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. 54.3.2.3 PLANT TRIMMING AND PALM PRUNING All plant material should be trimmed in a manner that promotes the natural shape and mature size of the particular specie. Trimming should be performed at intervals that will maintain plants in a neat appearance. Trimming should be performed to promote fullness of the plants, while maintaining height restrictions in Clear Sight Zones as established on the landscape plans. Plants shall be kept trimmed to the back of curb. Brown foliage shall be removed from Liriope. Palm pruning to be performed at least once per year, preferably in late June or July following flower formation, according to the following specifications: 54.3.2.4 PHOENIX SPECIES (CANARY DATE, INDIA DATE, PYGMY DATE, ETC.) Remove all descending fronds, to the base of the frond; all parallel and ascending fronds are to remain in order to leave a full, rounded head; seed heads may remain, but remove old faded heads that are encountered in the pruning process; remove loose frond boots; remove vegetation; such as strangler figs, Brazilian Pepper, Asparagus fern, etc., growing in the frond boots or on the trunk. Provide the rounded, classic cut on all Medjool palm boots. No climbing spikes allowed on palms. 54.3.2.5 DEBRIS REMOVAL All debris from pruning process is to be removed from the job site and disposed of by the contractor. Work sites should be left in a clean and neat appearance upon completion. SectionIV.docx Page 117 of 128 11/26/2014 Section IV — Technical Specifications 54.3.2.6 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. 54.3.2.7 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. 54.3.2.8 PLANT FERTILIZATION All tree and plant material should be fertilized with the appropriate amount of 20 -6 -12 sulfur coated, slow release, ornamental fertilizer, three times per year. Applications should be made in mid- February, early June, and mid - September, for the first two years. Fertilizer types and amounts will change with requirements of maturing landscape materials. 54.3.2.9 WEED REMOVAL IN LANDSCAPED AREA Weeds should be removed on a regular basis in order to keep them from being visibly noticeable. Weed control with the use of appropriate herbicides is allowable, given they are properly applied by a certified applicator. Herbicide damage to landscape material will be remedied by contractor at his/her expense. 54.3.2.10 MULCH CONDITION Should be maintained at a thickness that will discourage weed growth as well as help retain soil moisture, usually 3 inches. 54.3.2.11 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. 54.3.2.12 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. 54.3.2.13 PALM FERTILIZATION Apply three pounds of Magnesium sulfate and one pound of Potassium evenly, per tree, across the root zone (typically within the dripline), annually in early February. 54.3.2.14 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 SectionlV.docx Page 118 of 128 11/26/2014 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section IV — Technical Specifications to be determined). Contractor will remove the covering material from storage and install over the sensitive plants, securely fastening edges of the material to the ground per manufacturer's directions. The City will furnish metal pins needed for securing fabric to the ground. The City will notify the Contractor one (1) day or twenty -four (24) hours minimum prior to the need to protect plant material. After uses, the Contractor will prepare the fabric for storage and return it to the designated City facility. Protective covering shall be removed the following afternoon or remain in place as directed by the City. The City shall notify the Contractor by 11:00 a.m. about removing the cover or keeping it in place due to continued freezing temperatures. The City may cancel the freeze protection event at any time prior to the end of the scheduled installation day (5:00 p.m.) The Contractor will be compensated for the number of hours mobilization or on -site work at the contracted rate per man -hour unit price. The Contractor shall provide a unit price for the installation and removal of the covering fabric on a per event basis, as well as an hourly rate per employee required. The City and contractor will coordinate appropriate irrigation operations with weather conditions. Should freeze /frost damage occur, the Contractor shall perform remedial work as per unit basis, as directed by the City. 54.4 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 110 further than ten calendar days apart. 54.5 COMPLETION OF WORK Within 24 hours of completing work the contractor shall notify the supervisor assigned to monitor the contract either in person or by phone of said completion. It is acceptable to leave a phone message. However, to make certain the message is received, it is advisable to call between 6:30 a.m. — 7:30 a.m. or 2:30 p.m. — 3:00 p.m. 54.6 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. 54.7 SPECIAL CONDITIONS 1. This location will be newly installed and under warranty by the installer for twelve (12) months period on plants, trees and 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 SectionlV.docx Page 119 of 128 11/26/2014 Section IV — Technical Specifications of the specific nature of the damage and cost of repair. The City shall, at its option, invoice the Contractor for the payment, or reduce by the amount of the repairs the next regular payment to the Contractor. 5. Occasionally circumstances (standing water, prolonged inclement weather, parked vehicles, etc.) may make all or portions of a location unserviceable during the regular schedule. The Contractor shall notify the City Supervisor of such occurrences, and shall schedule to perform the required maintenance to the location as soon as the pertaining circumstances are relieved. 55 MILLING OPERATIONS 55.1 EQUIPMENT, CONSTRUCTION & MILLED SURFACE Unless otherwise noted in the specs, plans or this Article, the milling operation shall be performed in accordance with Section 327 of FDOT's Standard Specifications (latest edition). The Contractor shall notify the Project Inspector a minimum of 24 hours in advance of all milling. 55.2 ADDITIONAL MILLING REQUIREMENTS 1. If the milling machine is equipped with preheating devices, the contractor is responsible to secure any necessary permits, and for complying with all local, state and federal environmental regulations governing operation of this type of equipment. 2. All milled surfaces must be repaved within seven days from the time it was milled, unless otherwise noted in the contract documents. 3. Prior to paving, all milled areas shall be swept with a Municipal type sweeper either of the vacuum or the mechanical type, that picks up and hauls off, dust and dirt. The sweeper must be equipped with its own water supply for pre- wetting to minimize dust. Moreover, the Contractor shall sweep debris off of sidewalks, driveways and curbs in addition to the roadways before leaving the job site. 4. In cases where concrete valley swales are present, the adjoining pavement shall be milled to allow for the new asphalt grade to be flush with the concrete surface. 5. The Contractor shall be responsible for removing any asphalt that remains in the curb line and/or median curbs after the milling operation of a street is complete. The cost of this removal shall be included in the bid item for milling. 6. All radius returns on streets to be milled shall also be milled unless otherwise directed by the Engineer, with payment to be included in the bid item for milling. 7. Any leveling or base replacement required after milling shall be applied to sections of the road as noted on the plans, or directed by the Engineer, per Section 330 of FDOT's 2000 Standard Specifications for S -Type resurfacing projects or Section 330 (latest edition) for superpave resurfacing projects. The cost shall be included in the per ton unit cost for asphalt, unless otherwise noted in the project scope and plans. 8. Any roadway base material exposed as a result of the milling operation shall be primed that same day (unless otherwise directed by the Engineer) per Section 300 of FDOT's Standard Specifications (latest edition). Repairs required to said base that result from a failure to place the prime in a timely manner shall be done to the City's satisfaction, and SectionlV.docx Page 120 of 128 11/26/2014 Section IV — Technical Specifications at the Contractor's expense. No paving of the exposed base can commence until the City approves the repaired base. The cost of said prime shall be included in the bid item for milling. 9. Prior to the placement of asphalt, the face of all curbs and driveways shall be tacked after the milling operation is complete. 55.3 SALVAGEABLE MATERIALS All surplus existing materials resulting from milling operations shall remain the property of the City. The transporting and stockpiling of salvageable materials shall be performed by the Contractor. The Contractor shall contact the Public Services Division at (727) 562 -4950 to schedule delivery of material. 55.4 DISPOSABLE MATERIALS All surplus materials not claimed by the City shall become the property of the Contractor. The Contractor shall dispose of the material in a timely manner and in accordance with all regulatory requirements in areas provided by the Contractor at no additional expense to the City. 55.5 ADJUSTMENT AND LOCATION OF UNDERGROUND UTILITIES All utilities and related structures requiring adjustment shall be located and adjusted by their owners at the owner's expense. The Contractor shall arrange his schedule to allow utility owners the time required for such adjustments (minimum 48 hours notice per State Statute). All utility adjustments shall be completed prior to the commencement of milling and resurfacing operations. 55.6 ADJUSTMENT OF UTILITY MANHOLES The necessary adjustments of sanitary sewer and stormwater utility manholes and appurtenances shall be accomplished by the Contractor in accordance with Section IV, Article 23.7 of the City's Technical Specifications. 55.7 TYPES OF MILLING There are two types of milling used by the City: A. Wedge — This will consist of milling a six foot wide strip along the curb line of the pavement adjacent to the curb so the new asphalt will align with the original curb height and pavement cross section. B. Full Width — This will consist of milling the entire roadway (i.e. curb line /edge of pavement to curb line /edge of pavement). All existing horizontal and vertical geometry shall remain unless otherwise indicated or approved by the Engineer. 55.8 MILLING OF INTERSECTIONS Intersections, as well as other areas (including radius returns) are to be milled and repaved to restore and /or improve the original drainage characteristics. Said work should extend approximately 50 to 100 feet in both directions from the low point of the existing swale. SectionlV.docx Page 121 of 128 11/26/2014 Section IV — Technical Specifications 55.9 BASIS OF MEASUREMENT The quantity to be paid for will be the area milled, in square yards, completed and accepted. 55.10 BASIS OF PAYMENT The unit price for milling shall include: all materials, preparation, hauling, transporting and stockpiling of salvageable materials, disposal of all surplus material, any required milling of radius returns and intersections, prime and /or tack coat either required or placed at Engineer's discretion, removal of asphalt from curbs, sweeping, labor, equipment, and all incidentals necessary to complete the milling in accordance with the plans and specifications. 1 1 56 CLEARING AND GRUBBING The work included in this specification includes the removal and disposal of all structures, appurtenances, asphalt, concrete, curbs, walls, trees, roots, vegetation, boulders, conduits, poles, posts, pipes, inlets, brush, stumps, debris and other obstructions resting on or protruding through the ground surface necessary to prepare the area for construction. Clearing and grubbing shall be performed in accordance with Section 110 of FDOT's Standard Specifications (latest edition). Unless otherwise specified in the contract documents, the Contractor shall take ownership of all removed material and dispose of them off -site in accordance with all Local, State and Federal Requirements. 56.1 BASIS OF MEASUREMENT The basis of measurement shall be either a lump sum quantity or the number of acres cleared and grubbed as specified on the plans or directed by the Engineer. 56.2 BASIS OF PAYMENT The pay item for clearing and grubbing shall include: all removal and disposal of materials and structures as well as all materials, hauling, equipment, tools, labor, leveling of terrain, landscape trimming and all incidentals necessary to complete the work. 57 RIPRAP The work included in this specification includes the construction of either sand - cement or rubble riprap as shown on the plans. The riprap shall be constructed per Section 530 of FDOT's Standard Specifications (latest edition). 57.1 BASIS OF MEASUREMENT The basis of measurement for riprap shall be the volume of sand used in cubic yards for sand - cement, or the dry weight in tons for rubble. 57.2 BASIS OF PAYMENT The pay item for sand - cement riprap shall include: all materials, testing, labor, grout, hauling, equipment, excavation, backfill, dressing and shaping for placement of sand - cement and all incidentals necessary to complete the work. The pay item for rubble riprap shall include: all materials, required bedding stone, dressing and shaping for placement of bedding stone, filter fabric, testing, hauling, excavating, backfill, SectionlV.docx Page 122 of 128 11/26/2014 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section IV — Technical Specifications dressing and shaping for placement of rubble, and all incidentals necessary to complete the work. No payment will be granted if concrete or stone that exists on -site is used as rubble riprap. 58 TREATMENT PLANT SAFETY This article applies to all City projects located at one of the City's Wastewater Treatment Plants (WWTP) or Potable Water Reservoirs. 58.1 HAZARD POTENTIAL The Contractor shall be aware that hazardous materials are used at the WWTP's and the water reservoirs. These may include sodium hypochlorite, gaseous chlorine, sulfur dioxide and ammonia. Potential safety hazards associated with these substances include: • An accidental spill or release can impair respiratory functions and result in severe burns to the skin and eyes. At the pre - construction conference, the contractor will be provided with a copy of the City of Clearwater Public Utilities Department Emergency Response Plan, and a copy of the applicable Material Safety Data Sheets. All employees of the contractor and sub - contractor assigned to this job shall be familiar with the content of these documents. 58.2 REQUIRED CONTRACTOR TRAINING Prior to issuance of a notice to proceed, the contractor must submit documentation regarding employee safety training relating to the items in Section A above. The documentation must include: • Verification that all employees assigned to this job have received and understood training in the proper work practices necessary to safely perform the job while working around gaseous chlorine and sulfur dioxide gas. • The date of the training, and • The means used to verify that the employee understood the training. 59 TRAFFIC SIGNAL EQUIPMENT AND MATERIALS All traffic signal work shall be performed per the latest edition of FDOT's Standard Specifications (Sections 603 through 699), unless otherwise specified in the contract documents and plans. This specification includes, but is not limited to, the following items: all necessary equipment, materials, guaranties, acceptance procedures, signal timings, field tests, grounding, conduit, signal and interconnect cable, span wire assemblies, pull and junction boxes, electrical power service assemblies, poles, signal assemblies, pedestrian assemblies, inductive loop detectors, pedestrian detectors, traffic controller assemblies, controller cabinets and accessories, removal of existing traffic signal equipment, and internally illuminated signs. All traffic signal installations shall be mast arms and conform to the requirements of FDOT's Mast Arm Assembly standard, and shall be signed and sealed by a professional engineer registered in the state of Florida. All mast arm calculations, as well as the geotechnical report, shall also be signed and sealed by a professional engineer registered in the state of Florida. All mast arm colors shall be determined and approved by the City prior to ordering from the manufacturer. SectionlV.docx Page 123 of 128 11/26/2014 Section IV — Technical Specifications All traffic signal indicators for vehicles and pedestrians shall be LED's and, approved by both the City and FDOT. In addition to this, all pedestrian signal indicators shall utilize countdown features. Contractor changes to the operation of an existing signal is PROHIBITED unless directed by the City's Traffic Engineering Division. 59.1 BASIS OF MEASUREMENT AND PAYMENT The basis of measurement and payment shall be specified in the contract documents and/or plans and shall include all equipment, preparation, materials, testing and incidentals required to complete the work per the plans. 60 SIGNING AND MARKING All signing and marking work shall be performed per the latest edition of FDOT's Standard Specifications, unless otherwise specified in the contract documents and plans. This specification includes the following work: RPM's (Section 706), painted traffic stripes and markings (Section 710), thermoplastic stripes and markings (Section 711) and tubular delineators /flex posts (Sections 705 and 972). The Contractor is responsible to ensure that striping is correctly placed. Errors in striping or markings shall be "blacked -out" with paint, unless otherwise directed by the Engineer. No payment will be made for these incorrect or "blacked -out" areas. Omissions in striping or markings shall be corrected to the City's satisfaction prior to any payment being made. 60.1 BASIS OF MEASUREMENT AND PAYMENT The basis of measurement and payment shall be specified in the contract documents and/or plans and shall include all equipment, preparation, materials and incidentals required to complete the work per the plans. 61 ROADWAY LIGHTING All roadway lighting shall be constructed per Sections 715 and 992 of FDOT's Standard Specifications (latest edition), unless otherwise specified in the contract documents and plans. 61.1 BASIS OF MEASUREMENT AND PAYMENT The basis of measurement and payment shall be specified in the contract documents and /or plans and shall include all equipment, materials, testing and incidentals required to complete the work per the plans. 62 TREE PROTECTION 62.1 TREE BARRICADES A. A protective barrier shall be placed around all protected trees and palms prior to land preparation or construction activities within or adjacent to the work zone, including all staging and/or lay down areas. Protective barriers shall be installed as follows: 1. At or greater than the full dripline of all species of Mangroves and Cabbage Palms. SectionlV.docx Page 124 of 128 11/26/2014 Section IV — Technical Specifications 2. At or greater than the full dripline or all protected native pine trees and other conifer species. 3. At or greater than two- thirds of the dripline of all other protected species 4. At or greater than the full dripline of trees within a specimen tree stand. B. Protective barriers are to be constructed using no less than two -inch lumber for upright posts. Upright posts are to be at least four feet in length with a minimum of one foot anchored in the ground. Upright posts are to be placed at a maximum distance of eight feet apart. Horizontal rails are to be constructed using no less than one inch by four -inch lumber and shall be securely attached to the top of the upright post. The project City's representative must approve any variation from the above requirements. C. Whenever a protective barrier is required, it shall be in place until all construction activity is terminated. The area within the barrier limits shall remain undisturbed by any activity during construction. Native ground cover and understory vegetation existing within the barriers shall remain throughout construction. Exotic plant species may only be removed by manual labor utilizing hand tools or by other means if authorized in writing by the City's representative. D. Prior to the erection of any required protective barrier, all surface foreign material, trash or debris shall be removed from the area enclosed by the barrier, and after erection of the barrier no such material or litter shall be permitted to remain within the protected area. No equipment, chemicals, soil deposits or construction materials shall be placed within such protective barriers. E. No signs, building permits, wires, or other attachments of any kind shall be attached to any protected tree or palm. F. At all times, due care shall be taken to protect the critical root zone of trees protected by this section, and root pruning requirements shall apply to such trees. 62.2 ROOT PRUNING A. Where proposed construction improvements involve excavation and/or impacts to the critical root zone of protected trees, the Contractor shall be required to have an International Society of Arboriculture (ISA) certified arborist perform, or directly supervise root pruning to reduce the impacts of construction. The critical root zone is equivalent to the tree's dripline. Prior to any clearing, grubbing or excavation activities, the affected roots must be severed by clean pruning cuts at the point where grubbing or excavation impacts the root system. Roots can be pruned utilizing specified root pruning equipment designed for that purpose or by hand digging a trench and pruning roots with a pruning saw, chain saw or other equipment designed for tree pruning. Root pruning by trenching equipment or excavation equipment is strictly prohibited. Roots located in the critical root zone that will be impacted by construction activities shall be pruned to a minimum depth of 18 inches below existing grade or to the depth of the proposed impact if less than 18 inches from existing grade. Tim Kurtz, Senior Landscape Architect is the City's Representative on Engineering Department projects for root Pruning issues and can be reached at (727) 562 -4737, or through the construction inspector assigned to the project. B. Root pruning shall only be performed by or under the direct supervision of an International Society of Arboriculture (ISA) certified arborist. SectionlV.docx Page 125 of 128 11/26/2014 Section IV — Technical Specifications C. Any proposed root pruning trenches shall be identified on site (i.e. staked or painted) inspected and approved by the City's representative prior to actual root pruning. D. Root pruning shall be performed as far in advance of other construction activities as is feasible, but at a minimum shall be performed prior to ANY impacts to the soil. Associated tree protection measures should be implemented upon completion of said root pruning. E. If there is a likelihood of excessive wind and/or rain exceptional care shall be taken on any root pruning activities. F. Root pruning shall be limited to a minimum of ten inches per one inch of the trunk diameter from the tree base. Any exception must be approved by the City's representative prior to said root pruning. G. Roots shall be cut cleanly, as far from the trunk of the tree as possible. Root pruning shall be done to a minimum depth of 18" from existing grade, or to the depth of the disturbance if less than 18 ". H. Root pruning shall be performed using a Doscocil Root Cutting Machine or equivalent. Alternate equipment or techniques must be approved by the City's representative, prior to any work adjacent to trees to be preserved. I. Root pruning shall be completed, inspected and accepted prior to the commencement of any excavation or other impacts to the critical root zones of trees to be protected. J. Excavations in an area where root are present shall not cause the tearing or ripping of tree roots. Roots must first be cleanly severed prior to continuing with the excavation, or tunneled around to prevent damage to the root. K. Tree roots shall not be exposed to drying out. Root ends shall be covered with native soil or burlap and kept moist until final backfill or final grades has been established. L. When deemed appropriate (e.g., during periods of drought) the City representative may require a temporary irrigation system be utilized in the remaining critical root zones of root pruned trees. M. When underground utility lines are to be installed within the critical root zone, the root pruning requirement may be waived if the lines are installed via tunneling or directional boring as opposed to open trenching. 62.3 PROPER TREE PRUNING A. All tree pruning and/or root pruning on existing trees to remain shall only be performed by or under the direct supervision of an International Society of Arboriculture (ISA) certified arborist. Furthermore, all tree work shall conform to the American National Standards Institute (ANSI) 2001, American National Standard for tree care operations — Tree, Shrub and other Woody Plant Maintenance — Standard practices (pruning) ANSI A -300. 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. SectionlV.docx Page 126 of 128 11/26/2014 1 Section IV — Technical Specifications D. No protected tree shall be topped, hat racked or lion - tailed. Any protected tree that has been improperly pruned will not be recognized as a tree left on the project in a healthy growing condition, and will require replacement consistent with the current City Codes and Ordinances. E. Tree Trunks and limbs shall be protected. The use of tree spikes or other devices that damage trunk and bark tissue on protected trees shall be prohibited. Any protected tree that has been damaged in such a manner will not be recognized as a tree left on the project in a healthy growing condition, and will require replacement consistent with the current City Codes and Ordinances. 63 PROJECT WEB PAGES 63.1 WEB PAGES DESIGN If requested by the City, Engineer shall design the Project Web Site in accordance with the current City Web Site standards and styles. Project Web Site should include general project information as: Project Name & Number, Scope description, Location, Schedule, and Project Contacts. Note: Occasionally City modifies the general design of the City's Web Site, and the Engineer shall consult the City Webmaster for the current requirements, before designing or updating the Project Web Pages. 63.2 WEB ACCESSIBILITY GUIDELINES Project Web Pages should conform to the W3C Web Accessibility Guidelines and US Section 508 guidelines whenever possible: http://www.w3.org/TR/1999/WAI-WEBCONTENT-19990505/ http ://www.section508.gov/ In particular, use of variable -width tables, user - adjustable /relative font sizes, ALT text for images, CSS whenever possible, etc. Accessibility should be a priority over design/aesthetics. 63.3 THE SUN AND WAVES LOGO AND ITS USE The City's Sun and Waves logo should be used for everyday business, on all print and electronic material. It should be used on all internal correspondence, brochures, advertising, vehicles, apparel and signage. It should be used only in the manner presented here, in the proportion shown here, with no alterations. It should not be condensed, lengthened, or otherwise distorted to fit a space. The logo is approved for use by city departments, and is not to be used by outside vendors without the permission of the City Manager, Assistant City Manager or Public Communications office. Electronic versions of the logo should be obtained from the Public Communications. This is for internal use only. 63.4 MAPS AND GRAPHICS Use of maps and graphics is recommended to illustrate the project; only approved graphics should be posted to the Project Web Pages. SectionlV.docx Page 127 of 128 11/26/2014 Section IV — Technical Specifications 63.5 INTERACTIVE FORMS The site should also include an interactive form or other options to allow Public's input sent back to the City regarding the Project. 63.6 POSTING The site should be presented to the City's Webmaster for review and posting to the City's Web Server. Posting of the Project Web Pages to a different than City's Web server, if approved, should be coordinated with the City's Webmaster for resolving all accessibility and conformity issues. 63.7 WEB PAGES UPDATES Unless otherwise specified and agreed Engineer is responsible for keeping the posted Web Pages up -to -date, by sending revisions and updates through the City Project Manager to the City's Webmaster for posting. 64 OVERHEAD ELECTRIC LINE CLEARANCE 64.1 CLEARANCE OPTIONS When working in the vicinity of overhead power lines the Contractor shall utilize one of the following options: Option 1 - Having the power lines de- energized and visibly grounded. Option 2 - Maintaining a minimum distance of 20 feet of clearance for voltages up to 350 kV an 50 feet of clearance for voltages more than 350 kV. Option 3 - Determine the line voltage and provide clearance in accordance with the table included in Section 64.2. 64.2 REQUIRED MINIMUM CLEARANCE DISTANCES VOLTAGE (nominal, kV, alternating current) MINIMUM CLEARANCE DISTANCE (feet) Up to 50 10 Over 50 to 200 15 Over 20 to 350 20 Over 350 to 500 25 Over 500 to 750 35 Over 750 to 1,000 45 Over 1000 (as established by the utility owner /operator or registered professional engineer who is a qualified person with respect to electric power transmission and distribution) Note: The value that follows "to" is up to and includes that value. For example, over 50 to 200 means up to and including 200kV. SectionlV.docx Page 128 of 128 11/26/2014 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 N r 1 1 1 1 f 1 1 1 1 SECTION IVa SUPPLEMENTARY TECHNICAL SPECIFICATIONS The Technical Specifications of the Construction Contract; Articles 1 through 56 inclusive; are a part of this contract. The following supplements modify, change, delete from or add to the Technical Specifications of the Construction Contract. Where any article of the Technical Specifications is modified or any paragraph, subparagraph or clause thereof is modified or deleted by these supplements, the unaltered provisions of that article, paragraph, subparagraph or clause shall remain in effect. MODIFICATIONS TO TECHNICAL SPECIFICATIONS ARTICLES 1 -63 Basis for measurement and payment for all Articles shall be superseded by Section 01630 in Section IVa 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 initial 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 alignment to within plus 1/4 IN. Finish concrete surface adjacent to previous section to within plus 1/8 IN, with tooled radius of 1/4 IN. B. Metal keyway joints: Form by installing metal parting strip, left in place. Stake and support like side form. Provide dowels or tie bars where indicated. C. Weakened plane joints: Mission Hills Raw Water Main Section IVa -1 14- 0038 -UT Supplementary Technical Specifications 1. Tooled joints: Tool groove in freshly placed concrete. Groove dimensions: 3/8 IN at surface and 1/4 IN at root. D. Construction joints: Install at end of day's work or wherever concreting must be interrupted for 30 minutes. Place timber bulkhead full depth of slab, securely staked. E. Expansion joints: Place 3/4 IN preformed expansion joints at intervals as indicated and at all junctions with previously placed sidewalks, curb or other structures. Seal sidewalk joints with polyurethane sealant. Finishing concrete: A. As soon as placed, strike off and screed to crown and cross section, slightly above grade so that consolidation and finishing will bring final plan elevations. First pass of fist screed should maintain uniform ridge full width. B. Consolidate by vibrating screeds, internal units or a combination. C. Test with 6 FT straightedges, equipped with long handles and operated from sidewalk. Draw excess water and laitance off from surface. D. Float finish so as to leave no disfiguring marks, but to produce a uniform granular or sandy texture. Exterior sidewalks at buildings shall receive light broom finish. E. Tool pavement edges with suitable edger. F. Final finish shall equal existing textures and conditions. Curing concrete: A. Cure for 7 days by method applicable to ambient conditions. Apply curing medium as soon as possible. Maintain to prevent detrimental loss of water from surface and edges of concrete during entire curing period. B. Burlap curing: Cover entire surface and edges. Keep continuously wet. After removal of forms, fold burlap over back of curb on slab, to subgrade. C. Curing compound: Spray on white- pigmented membrane forming compound. Use power driven spraying equipment, and spread at rate not to exceed 200 SQ FT /GAL. Concrete surfaces must be moist before application. Recoat, if directed by the Engineer, to eliminate pinholes or holidays. Do not use compound on surfaces to which new concrete is to be bonded. Cold and hot weather concreting: 1. Cold weather (comply with ACI -306). a. Cease concrete placing when descending air temperature in shade falls below 40° F. Do not resume until ambient temperature has risen to 40° F. b. If placing is authorized maintain temperature of mix between 60 and 80° F. Heat aggregates or water or both. Mission Hills Raw Water Main Section IVa - 2 14- 0038 -UT Supplementary Technical Specifications Water temperature may not exceed 175° F; aggregates, 150° F. c. When average daily temperature is below 50° F provide insulative protection of 12 IN minimum thickness loose dry straw or equivalent, for 10 days. d. Remove and replace all frost injured concrete. e. Never use salt or other antifreeze. 2. Hot weather (comply with ACI -305). a. Cease concrete placing when plastic mix temperature cannot be maintained under 90° F. b. Aggregates or water or both may be cooled. Cool water with crushed ice; aggregates by evaporation or water spray. c. Never batch cement hotter than 160° F. ARTICLE 9 - OBSTRUCTIONS 9 Add the following statement- "Any survey monument or benchmark which must be disturbed shall be carefully referenced before removal, and unless otherwise provided for, shall be replaced upon completion of the work by a Florida registered Professional Surveyor and Mapper (PSM)." ARTICLE 14 - BACKFILL 14 Replace the third paragraph with- "Backfill under all types of paving shall be compacted in layers not to exceed 6" in thickness unless alternate method is approved by the Engineer. Backfill shall be a minimum of 98% compaction as determined by AASHTO T 180 (Modified Proctor Density Test) to the bottom of pavement." Replace the fourth paragraph with- `Backfill outside of pavement areas shall be compacted in layers not to exceed 12" in thickness the full depth to the ground surface to a minimum of 95% compaction as determined by AASHTO T 180 (Modified Proctor Density Test)." ARTICLE 38 — EROSION AND SILTATION CONTROL 38 Add the following statement- "See Sedimentation and Erosion Control Notes and Details drawing, which states "Contractor shall prepare and submit a Stormwater Pollution Prevention Plan (SWPPP) and National Pollutant Discharge Elimination System (NPDES) permit in accordance with FDEP criteria for an NPDES construction activities permit. Visit www.dep.state.fl.us /water /stormwater /npdes for more information. Contractor shall obtain a FDEP generic permit for the discharge of produced groundwater. All soil erosion and sediment control measures shall be installed prior to disturbance and maintained through project completion." Mission Hills Raw Water Main Section IVa - 3 14- 0038 -UT Supplementary Technical Specifications 38.9 Add the following statement- "No additional payment will be made to the Contractor for the re- establishment of erosion control devices which may become damaged, destroyed, or otherwise rendered unsuitable for their intended function during the construction of the Project. Near completion of the project, when directed by the Engineer, the Contractor shall dismantle and remove the temporary devices used for sediment control during construction. ARTICLE 41— WATER MAINS AND APPURTENANCES 41.2 Article 41.2.2.1 Ductile Iron Pipe shall be superseded by Section 15062 in Section IVa Supplementary Technical Specifications. Article 41.2.2.2 Polyvinyl Chloride (PVC) Pipe shall be superseded by either Section 02610 or Section 02620 in Section IVa Supplementary Technical Specifications. Article 41.2.2.3 Fittings and Joints shall be superseded by Section 15062 in Section IVa Supplementary Technical Specifications. Article 41.2.2.4 Restraint shall be superseded by Section 15062 in Section IVa Supplementary Technical Specifications. Article 41.2.4 Valve Boxes: All valve boxes within roadway right -of -way shall have heavy duty load rating meeting H2O highway traffic loads (16,000 lb wheel loads). Article 41.3.2.1 Alignment and Grade: The depth of cover over the main shall be a minimum of 36" and a maximum of 60" below finished grade, except where approved by the Owner to avoid conflicts and obstructions. Article 41.3.2.2 Installation: For push -on joint connections, cut ends shall be ground smooth and beveled. Article 41.3.3.4 Anchorage: See restrained joint table in drawings for length of pipe to be restrained. Article 41.4.1 Hydrostatic Tests shall be superseded by Section 15062 in Section IVa Supplementary Technical Specifications. Article 41.5.2 Flushing shall be superseded by Section 15062 in Section IVa Supplementary Technical Specifications. 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 Mission Hills Raw Water Main Section IVa - 4 14- 0038 -UT Supplementary Technical Specifications 1 1 1 1 1 1 1 1 1 1 1 1 1 1 f 1 1 1 1 1 1 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. Construct storage piles to freely drain surface water and seed or cover storage piles to prevent erosion. Do not strip topsoil in wooded areas where no change in grade occurs. Borrow topsoil to be reasonably free of subsoil, objects over 2 IN diameter, weeds and roots." Add the following statement- "Disposal of waste materials shall require the removal of all waste materials from site. Do not burn combustible materials on site or bury organic matter on site. All drill cuttings, water or other waste materials caused by the drilling operations which are not required to complete the work shall be removed by the Contractor and disposed of at a location and in a manner in accordance with all Laws and Regulations." The following divisions are included as part of supplemental technical specifications. DIVISION 01— GENERAL REQUIREMENTS 01010 Project Requirements 01010 -1 01040 Coordination 01040 -1 01311 Construction Scheduling 01311 -1 01550 Maintenance of Traffic 01550 -1 01630 Measurement and Payment 01630 -1 DIVISION 02 — SITEWORK 02071 Directional Boring 02071 -1 02155 Jack and Bore 02155 -1 02610 Certa -Lok PVC Pipe 02610 -1 DIVISION 09 — FINISHES 09900 Painting and Coatings 09900 -1 Mission Hills Raw Water Main Section IVa - 5 14- 0038 -UT Supplementary Technical Specifications DIVISION 15 - MECHANICAL 15062 Ductile Iron Pipe and Fittings 15062 -1 15064 HDPE Pipe 15064 -1 15065 Tracer Wire 15065 -1 15100 Valves and Appurtenances 15100 -1 END OF SUPPLEMENTARY TECHNICAL SPECIFICATIONS Mission Hills Raw Water Main Section IVa - 6 14- 0038 -UT Supplementary Technical Specifications Mission Hills Raw Water Main Conformed Set SECTION 01010 PROJECT REQUIREMENTS PART 1— GENERAL 1.01 SCOPE OF WORK A. The work covered by this Section consists in furnishing all labor, equipment and materials, and in performing all operations in connection with construction of the raw water main, and appurtenances, complete and ready for use in accordance with the latest specifications of the American Water Works Association and the applicable plans, and subject to the terms and conditions of the contract. B. Contractor's General Responsibility: The Contractor shall provide a complete tested and operating system including pipe, pipe fittings, restrained joints, valves, valve boxes, and appurtenances. C. Raw Water Main 1. Construction of two sections of the Mission Hills raw water main: approximately 800 ft of PVC pipe at SR 590 between East Virginia Lane and Mission Hills Blvd and approximately 200 ft of PVC pipe between Park Trail Lane and Ream Wilson Trail in the north end of Kapok Park, 100 ft of which are installed via jack- and -bore in the CSX right -of -way (ROW). Ductile iron or HDPE piping will be used only on the locations shown on the Contract Drawings or as instructed by the Owner's Authorized Project Representative. The raw water main shall be constructed either with Certa -Lok PVC pipe (Specification 02610 of Section IVa — Supplemental Technical Specifications) or Diamond Lok -21 PVC pipe (Specification 02620 of Section IVa — Supplemental Technical Specifications). Certa -Lok PVC pipe shall be used as the carrier pipe for the jack- and -bore in the CSX ROW. For additional directions, refer to Specification 01630 — Measurement and Payment of Section IVa — Supplemental Technical Specifications. The method of installation is horizontal directional drilling. Open cut may be used only when it is impractical to use horizontal directional boring (e.g. when pipeline must be installed in curves) or as shown on the Contract Drawings. All open cut installations proposed by the Contractor must be specifically approved by the Engineer. 2. Specifications: See the appropriate Technical Sections of these Specifications for detailed information on materials, equipment, and Measurement and Payment: See Section 01630 of Section IVa — Supplemental Technical Specifications for measurement and payment items. Section IV -a 01010 -1 Mission Hills Raw Water Main Conformed Set 3. Traffic Control a. The Contractor shall be responsible for providing traffic control in accordance with Specification 44 of Section IV — Technical Specifications. The Contractor shall be required to provide a Certified Work Zone Traffic Control Supervisor at all times while work is being conducted. Contractor shall be responsible for submitting for approval to the City of Clearwater and Pinellas County a Certified Work Zone Traffic Control Plan for vehicular and pedestrian traffic for the construction activities performed along City or County Right -Of -Ways. b. All traffic control wiring and signals encountered in area of construction shall be the responsibility of the Contractor. He shall, at his expense, verify all locations and take necessary precautions to eliminate damage. 4. As -Built Plans a. As -Built Plans (Record Drawings), prepared by and certified by a licensed surveyor, shall be submitted as outlined in Specification 6.11 of Section III — General Conditions. 5. Pressure Tests: The Contractor is responsible for pressure tests with inspection by the Owner and/or his Project Representative in conformance with the Technical Specifications. 6. Video Tape and Photos of Work Areas: Video tape of all work areas in the Contract will be made by the Contractor prior to the start of construction. For details see Specification 37 of Section IV — Technical Specifications. Erosion Control a. Erosion control during construction, including storage and staffing areas, shall be the responsibility of the Contractor until restoration is completed. For details see Specification 38 of Section IV — Technical Specifications. b. The Contractor shall re- establish, at no additional expense to the City, all erosion control devices, or sections thereof, which may become damaged, destroyed or otherwise rendered unsuitable for their intended function during the construction of the project. Section IV -a 01010 -2 1 1 1 1 1 1 1 1 t 1 1 Mission Hills Raw Water Main Conformed Set 8. Restoration a. The restoration of driveways, walks, curb, sprinklers, grass, etc. is very important to the residents in the project work area. The Contractor is required to begin restoration in a timely manner. Contractor shall at all times keep the premises free of accumulated wasted materials, rubbish and other debris caused by his work. For details see Specification 6.5 of Section III — General Conditions. The removal and/or replacement of trees and shrubs shall be the responsibility of the Contractor unless otherwise noted on the construction drawings or Scope of Work. c. The Contractor will be responsible for the repair of sprinkler systems, private drain lines, etc. as part of the per unit foot cost of pipe. 11. Permits a. The City has obtained FDOT Utility Permit, FDEP Construction Permit and CSX permit. The Contractor shall be responsible for submitting for approval to the City of Clearwater a Certified Work Zone Traffic Control Plan for vehicular and pedestrian traffic for the construction activities performed along City ROWs. The Contractor shall comply with all provisions of such permits except for those duties assigned to the Owner. The cost of compliance with the terms and conditions in which the permits are issued shall be included in the various Contract items and therefore no separate payment will be made for the cost of complying with permit conditions. The Contractor shall obtain, maintain and pay for all other permits, licenses, comply with building and construction codes and other authorizations required for the prosecution of the work, and bear the cost of all work performed in compliance with the terms and conditions of such permits, licenses and authorizations, whether by himself or others. For details see Specification 6.8 of Section III — General Conditions. 12. OSHA Regulations: The Contractor must be aware of and comply with the OSHA regulations regarding all trenching operations. 13. Tracer Wire a. For details see Specification 15065 of Section IVa — Supplemental Technical Specifications. Section IV -a 01010 -3 Mission Hills Raw Water Main Conformed Set 14. Protection of Adjacent Property: If adjacent property is affected or endangered by any work done under this Contract, it shall be the responsibility of the Contractor to take whatever steps are necessary to protect the adjacent property and to contact the County's Project Representative. 1.02 QUALITY ASSURANCE A. Laws and Regulations: The Contractor shall give all notices and comply with all laws, ordinances, rules and regulations applicable to the work. If the Contractor observes that the Specifications or Drawings are at variance therewith, the Contractor shall give the Engineer prompt written notice thereof, and any necessary changes shall be adjusted by an appropriate modification. If the Contractor performs any work knowing or having reason to know that it is contrary to such laws, ordinances, rules and regulations, and without such notice to Engineer, the Contractor shall bear all costs arising there from; however, it shall not be the Contractor's primary responsibility to make certain that the Specifications and Drawings are in accordance with such laws, ordinances, rules and regulations. 1.03 JOB CONDITIONS A. Taxes: The Contractor shall pay all sales, consumer, use and other similar taxes required to be paid by him in accordance with the law of the place of the project. B. Resisting Hydrostatic uplifts: The Contractor shall be responsible for protecting structures and facilities from damage due to hydrostatic uplift from high water levels or directional drilling fluids. C. Existing Structures: The locations for existing underground piping and structures shown on the Drawings were taken from the available records. The actual locations of the existing underground piping and structures may differ from that shown on the Drawings. 1.04 OCCUPANCY A. Resident Occupancy: All area residents will be in occupancy throughout the period of construction. B. Maintenance of Operation: All utilities (i.e. electrical, sanitary, sewer, potable water, gas, cable and stormwater) shall be maintained in operating condition throughout construction. Temporary facilities shall be furnished and installed when normal operating procedures are interrupted. Any damages to existing utilities shall be immediately isolated and repaired to the satisfaction of the Owner. Section IV -a 01010 -4 1 1 1 1 1 1 1 t 1 1 1 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Mission Hills Raw Water Main Conformed Set 1.05 CLEANING UP A. Contractor shall keep the premises free at all times from accumulations of waste materials and rubbish. Contractor shall provide adequate trash receptacles about the site, and shall promptly empty the containers when filled. B. Contractor shall stockpile all construction materials in a neat and workman -like manner. Contractor shall promptly remove splattered concrete, asphalt, oil, paint, corrosive liquids and cleaning solutions from surfaces to prevent marring or other damage. C. Volatile wastes shall be properly stored in covered metal containers and removed daily. D. Wastes shall not be buried or burned on the site or disposed of into stouu drains, sanitary sewers, streams, or waterways. All wastes shall be removed from the site and disposed of in a manner complying with local ordinances and anti - pollution laws. E. Adequate cleanup will be a condition for recommendation of progress payment applications. F. Owner shall reserve the right to limit the movement of construction crews when an area is not acceptably cleaned and restored. Delays caused to Contractor because of his negligence in keeping the construction areas cleared shall be absorbed by the Contractor at no additional costs to the Owner in time or money. G. The accumulation of dirt, stones and other excavated materials away from trenches shall be controlled. All dirt shall be cleaned up and nearby paved areas swept prior to shutdown of daily operations, or as directed by the Engineer. 1.06 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. 1.07 ABBREVIATIONS AND SYMBOLS A. Abbreviations used in the Contract Documents are defined as follows: AA Aluminum Association, Inc. AAMA Architectural Aluminum Manufacturers' Association AASHTO American Association of State Highway and Transportation Officials ACI American Concrete Institute AISI American Iron and Steel Institute Section IV -a 01010 -5 Mission Hills Raw Water Main Conformed Set AMA Acoustical Materials Association AMCA Air Moving and Conditioning Association, Inc. ANSI American National Standards Institute APA American Plywood Association ASAE American Society of Agricultural Engineers ASCE American Society of Civil Engineers ASHRAE American Society of Heating Refrigerating and Air Conditioning ASME American Society of Mechanical Engineers ASSE American Society of Sanitary Engineering ASTM American Society for Testing and Materials AWG American Wire Gauge AWMA Aluminum Window Manufacturer's Association AWS American Welding Society AWWA American Water Works Association CFR Code of Federal Regulations CISPI Cast Iron Soil Pipe Institute CRSI Concrete Reinforcing Steel Institute CS Commercial Standards and National Bureau of Standards DEP Department of Environmental Protection (Florida) DOT Department of Transportation (Florida) EPA Environmental Protection Agency FAC Florida Administrative Code FedSpec Federal Specifications HI Standards of Hydraulic Institute IBBM Iron Body, Bronzed Mounted IEEE Institute of Electrical and Electronics Engineers IPS Iron Pipe Size MIL Military Specification NAAMM National Association of Architectural Metal Manufacturers NBFU National Board of Fire Underwriters NEC National Electrical Code NEMA National Electrical Manufacturers Association NFPA National Fire Protection Association NPT National Pipe Thread NWMA National Woodwork Manufacturers' Association PCA Portland Cement Association PCI Prestressed Concrete Institute SBC Standard Building Code (SBCCI) SBCCI Southern Building Code Congress International, Inc. SDI Steel Door Institute SFPC Standard Fire Prevention Code (SBCCI) SGC Standard Gas Code (SBCCI) SJI Steel Joist Institute Section lV -a 01010 -6 Mission Hills Raw Water Main Conformed Set SMACCNA Sheet Metal and Air Conditioning Contractors' National Association SMC Standard Mechanical Code (SBCCI) SPC Standard Plumbing Code (SBCCI) SPIB Southern Pine Inspection Bureau SSPC Steel Structures Painting Council TCA Title Council of America UL Underwriters' Laboratories 1.08 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. 1.09 PROTECTION OF EXISTING UTILITIES AND STRUCTURES A. The locations of underground facilities shown on the project plans are based on the most accurate information available at the time the plans where prepared. B. The Contractor is required to give all utility agencies a minimum of 48 hours notice prior to start of work. The notification shall be made either to the Utility Notification Center (1- 800 - 432 -4770) or the individual Utilities in the event that they do not participate in this service. The Utilities in turn shall field locate their facilities and provide markings to serve as reference to the contractor. C. The Contractor shall furnish all temporary support, adequate protection, and maintenance of all underground and surface utilities, storm sewers, sanitary sewers, overhead cables and poles, and any other obstruction encountered in the progress of the work. The methods and techniques used by the Contractor to protect and maintain utilities and their service connections shall be subject to the prior approval of the Engineer. D. The Contractor shall use caution to avoid damage thereto and shall be responsible for the location of and any damage to all underground ducts, conduits, pipes, structures, etc. Any Utility damaged by negligence of the Contractor will be repaired by the utility having jurisdiction and the cost of such repairs shall be borne by the Contractor. Section IV -a 01010 -7 Mission Hills Raw Water Main Conformed Set 1.10 PROTECTION, REMOVAL AND REPLACEMENT OF TREES AND SHRUBS A. The Contractor shall comply with all local tree ordinances. When, in the opinion of the Engineer, trees or shrubs can be protected in place, the Contractor shall endeavor to protect the trees or shrubs as necessary. When, in the opinion of the Engineer, trees must be removed to permit construction, the contractor shall consider the price for removing, cutting, trimming, replacing trees and shrubs incidental to the laying of pipe and no additional payment shall be made unless specifically called for on the plans or contract documents. All this work must be coordinated with the City Arborist. B. The Contractor is responsible for acquiring necessary permits and replacing trees as required by local ordinances and the City of Clearwater Planning Department when it is necessary to trim or cut a branch or root prune from a tree. The Contractor shall provide the services of an approved tree specialist when it is necessary to trim or cut a branch from a tree. C. For details see Specification 62 of Section IV — Technical Specifications. 1.11 SAFETY REQUIREMENTS A. TRENCH SAFETY ACT 1. By submission of his bid and subsequent execution of this Contract, the Contractor certifies that all trench excavation done within his control in excess of 5 feet in depth shall be done in accordance with Occupational Safety and Health Administration's (OSHA) trench excavation safety standards contained in 29 C.F.R., s. 1926.650, Subpart P, including all subsequent revisions or updates to these standards and adopted by the Department of Labor and Employment Security. 2. The Contractor also agrees that he has obtained or will obtain identical certification from his proposed Subcontractors that will perform trench excavation prior to award of the subcontracts and that he will retain such certifications in his files for a period of not less than three years following final acceptance. 3. The Contractor shall consider all available geotechnical information in his design of the trench excavation safety system. 4. The Contractor performing trench excavation shall adhere to OSHA trench excavation safety standards and special shoring requirements for trench excavation, if any, of the State or other political subdivisions. Inspections required by OSHA trench excavation safety standards shall be provided by the Contractor. B. Hard Hats: Hard hats shall be worn at the work site by all personnel as required by all local, state and federal guidelines. The Engineer is authorized to halt the work if this requirement is not met Section IV -a 01010 -8 Mission Hills Raw Water Main Conformed Set 1.12 NOISE LEVELS A. Sound levels measured by the City personnel shall not exceed 65 dBA 6:00 PM to 7:00 AM or 80 dBA 7:00 AM to 6:00 PM. This sound level to be measured at the property line of the nearest residence. Sound levels in excess of these values are sufficient cause to have the work halted until equipment can be quieted to these levels. Work stoppage by the City for excessive noise shall not relieve the Contractor of the other portions of this specification including, but not limited to contract time and contract price. B. If mufflers cannot achieve the necessary noise reduction, noise abatement shall be accomplished by the Contractor's installation of baffles (or other acceptable means) positioned to break line -of -sight from the noise source to affected residences and/or commercial structures. Minimum noise abatement measures shall consist of equipping all engines with hospital grade mufflers or silencers. 1.13 WATER FOR HDD, FLUSHING, TESTING, AND OTHER USES A. The Contractor will be responsible for providing all temporary lines to the work areas. The City will furnish a water meter and backflow prevention device required for the connection to the fire hydrant(s) for use in the Horizontal Directional Drilling (HDD) operations. The City will deliver and install the device after receiving payment /set -up account upon 48 hours notice. The City will remove and retain ownership of the device following HDD operations. The Contractor shall reimburse the City for the cost of all water used in accordance with current water rates. END OF SECTION Section IV -a 01010 -9 Mission Hills Raw Water Main Conformed Set SECTION 01040 PROJECT COORDINATION PART 1- GENERAL 1.01 SUBMITTALS A. Review, approve, and submit submittals required by Contract Documents with reasonable promptness and in such sequence as to cause no delay in the Work. 1.02 SPECIFIED CODES A. The design of the Work is based on the requirements of the City of Clearwater and Pinellas County. This regulatory listing is not inclusive of the requirements that must be followed by the Contractor for the Work efforts. 1.03 REFERENCE STANDARDS A. Except as otherwise required, products and workmanship shall conform to best quality materials and practices recognized by agencies, associations, councils, etc., specified in individual sections. 1.04 PROJECT PERMITS A. Obtain MOT permit for the Project and maintain a copy of permit for the Project at the Site. B. Contractor shall be fully responsible to abide by provisions of permits. Contractor is responsible for the selection; implementation and operation of measure required by the permits, including the maintenance of said measures as necessary during construction. No additional compensation will be allowed for any work associated with the permit requirements. 1.05 UTILITY NOTIFICATION AND COORDINATION A. Provide for the coordination of the Work with the required work of public agencies and utilities. Contact Sunshine State One Call of Florida (811) prior to any work in areas of existing utilities. Notify applicable utilities prior to commencing Work, if damage occurs, or if conflicts or emergencies arise during Work. No additional compensation will be allowed for any work associated with support, protection, notifications, relocations or adjustments of existing utilities or utility coordination efforts. Section IV -a 01040 -1 Mission Hills Raw Water Main Conformed Set 1.06 PROJECT MILESTONES A. General: Include the Milestones specified herein as a part of the Progress Schedule required under Section 01311- Construction Scheduling in Section IVa — Supplementary Technical Specifications. B. Project Milestones: Generally described is description of each below: 1. Substantial Completion a. The work may not be considered substantially complete unless the punch list items that remain, as identified by the Engineer and Owner, can be completed within thirty (30) days. All painting, finishes, fencing, cleanup, final grading, grassing and landscape planting and restoration shall have been completed and ready for inspection before substantial completion is given. Also, all building occupancy certificates (as applicable) will need to have been obtained. The Contractor wishing to consider the Work substantially complete, shall have work completed as follows and submit to the Engineer: i. A written notice that the Work is substantially complete. ii. A list of items to be completed or corrected and explanations thereof. iii. All equipment has been checked -out by the equipment manufacturer and Certificates of Manufacturer's Check - Out have been submitted in accordance with the Contract documents. iv. All required pressure testing is completed and pipelines have been cleared for use /certified, including FDEP clearance for use. v. As- Builts have been submitted by a licensed Florida PSM in both hard copy and digital (CAD) format to the Owner. vi. Record Drawings/Documents are complete and have been submitted and reviewed in accordance with the Contract documents. vii. The pipeline /transmission system is fully- operational and is able to transmit water to the treatment facility. viii. All areas to be used and occupied are safe and complete. ix. All deficiencies noted on inspection reports or non - conformances are corrected or the correction plan is approved. b. Within a reasonable time after receipt of such notice, the Owner and/or the Engineer will make an inspection, if necessary, to determine the status of completion. Section IV -a 01040 -2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Mission Hills Raw Water Main Conformed Set c. Should the Owner and/or the Engineer determine that the Work is not substantially complete: i. The Owner and/or the Engineer will promptly notify Contractor in writing, giving the reasons therefore. ii. Contractor shall remedy the deficiencies in the Work and send a second written notice of substantial completion to the Owner and/or the Engineer. iii. The Owner or the Owner's representative will reinspect the Work. When the Owner deems the Work is substantially complete, they will: Prepare a tentative Certificate of Substantial Completion, with a tentative list of items to be completed or corrected before final inspection. ii. After consideration of any objections made by the Owner as provided in the General Conditions of the Contract, the Engineer will execute the Certificate of Substantial Completion with a revised tentative list of items to be completed or corrected, as applicable. 2. Final Completion a. When Contractor considers the Work is complete with all minor deficiencies completed or corrected, he shall submit written certification that: i. Contract Document requirements have been met. ii. Work has been inspected for compliance with Contract Documents. iii. Work has been completed in accordance with Contract Documents. iv. Equipment and systems have been tested in the presence of Owner's representative and are operational. v. All minor deficiencies have been corrected or completed and the Work is ready for final inspection. vi. All As- Builts and Record Drawings/Documents have been submitted to the Owner in their acceptable formats (CAD, etc). vii. The project has been cleared for use by all required regulatory agencies, including but not limited to FDEP and FDOT. b. Engineer will make an inspection to verify the status of completion with reasonable promptness after receipt of such certification. Section IV -a 01040 -3 Mission Hills Raw Water Main Conformed Set c. Should Engineer consider that the Work is incomplete or defective: i. The Owner and/or the Engineer will promptly notify the Contractor in writing, listing the incomplete or defective work. ii. Contractor shall take immediate steps to remedy the stated deficiencies, and send a second written certification to the Owner and/or the Engineer that the Work is complete. iii. The Owner or the Owner's representative will reinspect the Work. d. When the Owner deems that the Work is acceptable under the Contract Documents, they shall request the Contractor to make closeout submittals. 1.07 FACILITY OPERATIONS A. Continuous transmission of water flow is of critical importance. Schedule and conduct activities to enable bypassing of existing flows around the facilities continuously, unless otherwise specified. B. Perform Work continuously during critical connections and changeovers, and as required to reduce interruption of Owner's operations. C. When necessary, plan, design, and provide various temporary services, utilities, connections, temporary piping, access, and similar items to maintain continuous bypassing of flows at Owner's facility. D. Do not close lines, open or close valves, or take other action which would affect the operation of existing systems, except as specifically required by the Contract Documents and after authorization by Owner and Engineer. Such authorization will be considered within 48 hours after receipt of Contractor's written request. E. Do not proceed with Work affecting a facility's operation without obtaining Owner's and Engineer's advance approval of the need for and duration of such Work. PART 2 - PRODUCTS (NOT USED) Section IV -a 01040 -4 1 1 1 1 1 1 1 t 1 1 1 1 i 1 1 f 1 1 1 Mission Hills Raw Water Main Conformed Set PART 3 - EXECUTION 3.01 COORDINATION OF WORK A. Coordinate the Work of all trades so that each will have sufficient space and time within which to work properly and efficiently. B. Changes in the intended design of the Project as a result of improperly coordinated construction Work will not be tolerated. Delays in the Work caused by rejections of installed materials due to improper coordination, and as otherwise specified, will not be considered valid justification for extensions of Contract Time. 3.02 CUTTING, FITTING, AND PATCHING A. Restore existing work, underground facilities, and surfaces that are to remain in completed Work including concrete- embedded piping, conduit, and other utilities as specified and as shown. B. Make restorations with new materials and appropriate methods as specified for new Work of similar nature; if not specified, use recommended practice of manufacturer or appropriate trade association. C. Fit Work airtight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces and fill voids. D. Remove specimens of installed Work for testing when requested by the Owner. END OF SECTION Section IV -a 01040 -5 1 1 1 1 1 1 1 t 1 1 1 1 1 1 1 1 1 1 1 Mission Hills Raw Water Main Conformed Set SECTION 01311 CONSTRUCTION SCHEDULING PART 1— GENERAL 1.01 PROGRAM DESCRIPTION A. A Critical Path Method (CPM) construction schedule shall be used to control the work of this Contract and to provide a definitive basis for determining job progress. The construction schedule shall be prepared by the Contractor. All work shall be done in accordance with the established CPM schedule and the Contractor and his /her subcontractors shall be responsible for cooperating fully with the Engineer and the Owner in effectively utilizing the CPM schedule. B. The CPM schedule to be prepared and submitted by the Contractor shall consist of a CPM network (diagram of activities) and a computer - generated schedule (print -out) as specified herein. The format shall be the activity -on -node precedence network. C. Develop the outline of the work and prepare a proposed CPM schedule The computer -based schedule shall be the product of a recognized commercial computer software producer and shall meet all of the requirements defined herein. 1.02 QUALIFICATIONS A. Have the capability of preparing and utilizing the specified CPM scheduling technique. A statement of CPM capability shall be submitted in writing to the Engineer within 15 days after the award of the Contract and will verify that either the Contractor's organization has in -house capability qualified to use the technique or that the Contractor employs a consultant who is so qualified. Capability shall be verified by description of the construction projects to which the Contractor or his/her consultant has successfully applied the CPM scheduling technique and which were controlled throughout the duration of the project by means of systematic use and updating of a computer -based CPM schedule. The submittal shall include the name of the individual on the Contractor's staff who will be responsible for the CPM schedule and for providing the required updating information. 1.03 NETWORK REQUIREMENTS A. The network shall show the order and inter - dependence of activities and the sequence in which the work is to be accomplished as planned by the Contractor. The basic concept of a network analysis diagram shall be followed to show how the start of a given activity is dependent on the completion of preceding activities and its completion restricts the start of following activities. B. Detailed network activities shall include: construction activities, the submittal and approval of samples of materials and shop drawings, the procurement of materials and equipment, fabrication of materials and equipment and their delivery, installation Section IV -a 01311 -1 Mission Hills Raw Water Main Conformed Set and testing, start-up and training. To the extent feasible, activities related to a specific physical area of the work shall be grouped on the network for ease of understanding and simplification. C. Separate activities shall be provided for each significant identifiable function in each trade area in each facility. Activities shall be so identified that there will be no reasonable doubt as to how much work remains on each. D. Each activity on the network shall have the following indicated on the NODE representing it. 1. A single duration (i.e., the single best estimate of elapsed time considering the scope of the work involved in the activity and the resources planned for accomplishing the activity) expressed in working days. 2. A brief description of the activity. E. The selection and number of activities shall be subject to the Engineer's approval. The detailed network need not be time scaled but shall be drafted to show a continuous flow from left to right with no flow from right to left. In addition to the brief description, submit a separate list of all activities containing a detailed narrative of the scope of each activity, including the trades and subcontractors involved and the number of man -hours estimated. F. To the extent that the network or any revision thereof shows anything not jointly agreed upon or fails to show anything jointly agreed upon, it shall not be deemed to have been approved by the Engineer. Failure to include on a network any element of work required for the performance of this Contract shall not excuse the Contractor from completing all work required within any applicable completion date, notwithstanding the review of the network by the Engineer. Except where earlier completions are specified, CPM schedules which show completion of all work prior to the contract completion date may be approved by the Engineer but in no event shall they be acceptable as a basis for claim for delay against the Owner by the Contractor. 1.04 COMPUTER - GENERATED SCHEDULE REQUIREMENTS A. Each computer- generated schedule submittal from the CPM activity network shall include the following tabulations: a list of activities in numerical order, a list of activity precedences, a schedule sequenced by Early Start Date and a schedule sequenced by Total Float. Each schedule shall include the following minimum items: 1. Activity numbers 2. Estimated duration 3. Activity description 4. Early start date (calendar dated) Section IV -a 01311 -2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Mission Hills Raw Water Main Conformed Set 5. Early finish date (calendar dated) 6. Latest allowable start date (calendar dated) 7. Latest allowable finish date (calendar dated) 8. Status (whether critical) 9. Total float and free float B. In addition, each schedule shall be prefaced with the following summary data: 1. Contract name and number 2. Contractor's Name 3. Contract duration 4. Contract schedule 5. The effective or starting date of the schedule (the date indicated in the Notice to Proceed). C. The work day to calendar date correlation shall be based on an 8 -hour day and 40 -hour week with adequate allowance for holidays, adverse weather and all other special requirements of the work. 1.05 INITIAL CONFERENCE A. Within 15 days following the receipt of the Notice to Proceed, meet with the Engineer to discuss and agree on the proposed standards for the CPM schedule. At this conference submit to the Engineer a preliminary network defining the planned operations during the first 60 calendar days after Notice to Proceed. The general approach for the balance of the project shall be indicated. 1.06 APPROVED CPM SCHEDULE A. Within 45 days following the receipt of the Notice to Proceed, submit two prints of the proposed CPM activity network and a computer - generated schedule to the Engineer. Following review by the Engineer, the Contractor shall incorporate the Engineer's comments into the network and submit five prints and two reproducible of the revised network and two copies of the computer - generated schedule. This final submittal shall be delivered to the Engineer within 60 days after the Notice to Proceed. B. CPM schedules which contain activities showing negative float or which extend beyond the contract completion date in the computer- generated schedule will not be approved. Section IV -a 01311 -3 Mission Hills Raw Water Main Conformed Set C. Participate in the initial review and evaluation of the proposed network diagram and schedule by the Engineer. The approved network shall then be the approved CPM schedule to be used for planning, organizing and directing the work, and reporting progress. D. Approval of the CPM activity network by the Engineer is advisory only and shall not relieve the Contractor of responsibility for accomplishing the work within the contract completion date. Omissions and errors in the approved CPM schedule shall not excuse performance less than that required by the Contract. Approval by the Engineer in no way makes the Engineer an insurer of the CPM schedule's success or liable for time or cost overruns flowing from its shortcomings The Owner hereby disclaims any obligation or liability by reason of approval by its agent, the Engineer, of the CPM schedule. 1.07 PROGRESS REPORTING A. Progress under the approved CPM schedule shall be evaluated monthly by the Contractor and the Engineer. Not less than 7 days prior to each monthly progress meeting, they shall meet at the jobsite and jointly evaluate the status of each activity on which work has started or is due to start, based on the preceding CPM schedule; to show actual progress, to identify those activities started and those completed during the previous period, to show the estimated time required to complete or the percent complete of each activity started but not yet completed and to reflect any changes indicated for the network. Activities shall not be considered to be complete until they are, in fact, 100 percent complete. B. At each progress meeting, submit a narrative report based on the CPM schedule evaluation described above, in a format agreed upon by the Contractor and the Engineer. The report shall include a description of the progress during the previous period in terms of completed activities, an explanation of each activity which is showing a delay, a description of problem areas, current and anticipated delaying factors and their estimated impact on performance of other activities and completion dates and an explanation of corrective action taken or proposed. This report, as well as the CPM Status Report, will be discussed at each progress meeting. 1.08 RESPONSIBILITY FOR SCHEDULE COMPLIANCE A. Whenever it becomes apparent from the current CPM schedule and CPM Status Report that delays to the critical path have resulted and the contract completion date will not be met, or when so directed by the Engineer, take some or all of the following actions at no additional cost to the Owner. Submit to the Engineer for approval, a written statement of the steps intended to take to remove or arrest the delay to the critical path in the approved schedule. 1. Increase construction manpower in such quantities and crafts as will substantially eliminate the backlog of work. Section IV -a 01311 -4 1 Mission Hills Raw Water Main Conformed Set 2. Increase the number of working hours per shift, shifts per day, working days per week, the amount of construction equipment, or any combination of the foregoing, sufficiently to substantially eliminate the backlog of work. 3. Reschedule activities to achieve maximum practical concurrence of accomplishment of activities and comply with the revised schedule. B. If when so requested by the Engineer, failure to submit a written statement of the steps intended to take or should fail to take such steps as approved by the Engineer, the Engineer may direct the Contractor to increase the level of effort in man -power (trades), equipment and work schedule (overtime, weekend and holiday work, etc) to be employed by the Contractor in order to remove or arrest the delay to the critical path in the approved schedule and the Contractor shall promptly provide such level of effort at no additional cost to the Owner. 1.09 ADJUSTMENT OF CONTRACT SCHEDULE AND COMPLETION TIME A. If the Contractor desires to make changes in his /her method of operating which affect the approved CPM schedule, he /she shall notify the Engineer in writing stating what changes are proposed and the reason for the change. If the Engineer approves these changes, the Contractor shall revise and submit for approval, without additional cost to the Owner, all of the affected portions of the CPM network. The CPM schedule shall be adjusted by the Contractor only after prior approval of his /her proposed changes by the Engineer. Adjustments may consist of changing portions of the activity sequence, activity durations, division of approved activities, or other adjustments as may be approved by the Engineer. The addition of extraneous, non - working activities and activities which add unapproved restraints to the CPM schedule shall not be approved. B. If the completion of any activity, whether or not critical, falls more than 100 percent behind its approved duration, submit for approval a schedule adjustment showing each such activity divided into two activities reflecting completed versus uncompleted work. C. Shop drawings which are not approved on the first submittal or within the schedule time and equipment which do not pass the specified tests shall be immediately rescheduled. D. The contract completion time will be adjusted only for causes specified in this Contract. In the event the Contractor requests an extension of any contract completion date, he /she shall furnish such justification and supporting evidence as the Engineer may deem necessary to determine whether the Contractor is entitled to an extension of time under the provisions of this Contract. The Engineer will, after receipt of such justification and supporting evidence, make findings of fact and will advise the Contractor in writing thereof. If the Engineer finds that the Contractor is entitled to any extension of any contract completion date, the Engineer's determination as to the total number of days extension shall be based upon the currently approved CPM schedule and on all data relevant to the extension. Such Section IV -a 01311 -5 Mission Hills Raw Water Main Conformed Set data shall be included in the next updating of the schedule. Actual delays in activities which, according to the CPM schedule, do not affect any contract completion date shown by the critical path in the network will not be the basis for a change therein. E. Each request for change in any contract completion date shall be submitted by the Contractor to the Engineer within 30 days after the beginning of the delay for which a time extension is requested but before the date of final payment under this Contract. No time extension will be granted for requests which are not submitted within the foregoing time limit. 1. From time to time it may be necessary for the contract schedule or completion time to be adjusted by the Owner to reflect the effects of job conditions, weather, technical difficulties, strikes, unavoidable delays on the part of the Owner or its representatives and other unforeseeable conditions which may indicate schedule adjustments or completion time extensions. Under such conditions, the Engineer will direct the Contractor to reschedule the work or contract completion time to reflect the changed conditions and the Contractor shall revise his/her schedule accordingly. No additional compensation will be made to the Contractor for such schedule changes except for unavoidable overall contract time extensions beyond the actual completion of all unaffected work, in which case the Contractor shall take all possible action to minimize any time extension and any additional cost to the Owner. Available float time in the CPM schedule may be used by the Owner as defined by the Engineer, as well as by the Contractor. F. The Owner controls the float time in the approved CPM network and, therefore, without obligation to extend either the overall completion date or any intermediate completion dates set out in the CPM network, the Owner may initiate changes to the work that absorb float time only. Owner initiated changes that affect the critical path on the approved CPM network shall be the sole grounds for extending (or contracting) said completion dates. Contractor- initiated changes that encroach on the float time identified in the approved CPM network may be accomplished with the Owner's concurrence. Such changes, however, shall give way to Owner - initiated changes competing for the same float time. END OF SECTION Section IV -a 01311 -6 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Mission Hills Raw Water Main Conformed Set SECTION 01550 MAINTENANCE OF TRAFFIC (FDOT SECTION 102) PART 1- DESCRIPTION 1.01 GENERAL A. Maintain traffic within the limits of the project for the duration of the construction period, including any temporary suspensions of the work. Construct and maintain detours. Provide facilities for access to residences, businesses, etc., along the project. Furnish, install and maintain traffic control and safety devices during construction. Furnish and install work zone pavement markings for maintenance of traffic in construction areas. Provide any other special requirements for safe and expeditious movement of traffic specified on the plans. Maintenance of Traffic (MOT) includes all facilities, devices and operations as required for safety and convenience of the public within the work zone. Do not maintain traffic over those portions of the project where no work is to be accomplished or where construction operations will not affect existing roads. Do not obstruct or create a hazard to any traffic during the performance of the work, and repair any damage to existing pavement open to traffic. Include the cost of any work that is necessary to meet the requirements of the Contract Documents under the MOT pay item, when there is not a pay item provided. PART 2 - MATERIALS 2.01 GENERAL A. All materials must meet FDOT Standard Specifications for Road and Bridge Construction (Redbook), Latest Edition, including but not limited to: 1. Bituminous Adhesive 2. Work Zone Pavement Markings 3. Paint 4. Glass Spheres 5. Temporary Traffic Control Device Materials 6. Retroreflective and Nonreflective Sheeting for Traffic Control Devices 2.02 TEMPORARY TRAFFIC CONTROL DEVICES A. Use only the materials meeting the requirements of FDOT, Design Standards and the MUTCD. 2.03 DETOUR A. Provide all materials for the construction and maintenance of all detours. Section IV -a 01550 -1 Mission Hills Raw Water Main Conformed Set 2.04 COMMERCIAL MATERIALS FOR DRIVEWAY MAINTENANCE A. Provide materials of the type typically used for base, including recycled asphalt pavement material, and having stability and drainage properties that will provide a firm surface under wet conditions. PART 3 - SPECIFIC REQUIREMENTS 3.01 BEGINNING DATE OF CONTRACTOR'S RESPONSIBILITY A. Maintain traffic starting the day work begins on the project or on the first day Contract time is charged, whichever is earlier. 3.02 WORKSITE TRAFFIC SUPERVISOR A. Provide a Worksite Traffic Supervisor in accordance with FDOT Section 105. Provide the Worksite Traffic Supervisor with all equipment and materials needed to set up, take down, maintain traffic control, and handle traffic- related situations. B. Ensure that the Worksite Traffic Supervisor performs the following duties: 1. Performs on site direction of all traffic control on the project. 2. Is on site during all set up and take down, and performs a drive through inspection immediately after set up. 3. Is on site during all nighttime operations to ensure proper Maintenance of Traffic. 4. Immediately corrects all safety deficiencies and does not permit minor deficiencies that are not immediate safety hazards to remain uncorrected for more than 24 hours. 5. Is available on a 24 -hour per day basis and present within 45 minutes after notification of an emergency situation and is prepared to positively respond to repair the work zone traffic control or to provide alternate traffic arrangements. 6. Conducts daily daytime and weekly nighttime inspections of projects with predominately daytime work activities, and daily nighttime and weekly daytime inspections of projects with predominantly nighttime work activities of all traffic control devices, traffic flow, pedestrian, bicyclist, and business accommodations. Advise the project personnel of the schedule of these inspections and give them the opportunity to join in the inspection as is deemed necessary. Submit a comprehensive weekly report, using the Owner's currently approved form, to the Engineer detailing the condition of all traffic control devices (including pavement markings) being used. Include assurances in the inspection report that pedestrians are accommodated with a safe travel path around work sites and safely separated from mainline traffic, that existing or detoured bicyclist paths are being maintained satisfactorily throughout the project limits, and that existing Section IV -a 01550 -2 1 1 1 1 1 1 1 s 1 1 1 1 1 1 1 1 1 1 Mission Hills Raw Water Main Conformed Set businesses in work areas are being provided with adequate entrances for vehicular and pedestrian traffic during business hours. Have the Worksite Traffic Supervisor sign the report and certify that all of the above issues are being handled in accordance with the Contract Documents. When deficiencies are found, the Worksite Traffic Supervisor is to note such deficiencies and include the proposed corrective actions, including the date corrected. D. The Owner may disqualify and remove from the project a Worksite Traffic Supervisor who fails to comply with the provisions of this Section. The Owner may temporarily suspend all activities, except traffic, erosion control and such other activities that are necessary for project maintenance and safety, for failure to comply with these provisions. PART 4 - ALTERNATIVE TRAFFIC CONTROL PLAN 4.01 GENERAL A. The Contractor may propose an alternative Traffic Control Plan (TCP) to the plan presented in the Contract Documents. Have the Contractor's Engineer of Record sign and seal the alternative plan. Prepare the TCP in conformance with and in the form outlined in the current version of the Roadway Plans Preparation Manual. Indicate in the plan a TCP for each phase of activities. Take responsibility for identifying and assessing any potential impacts to a utility that may be caused by the alternate TCP proposed by the Contractor, and notify the Owner in writing of any such potential impacts to utilities. Engineer's approval of the alternate TCP does not relieve the Contractor of sole responsibility for all utility impacts, costs, delays or damages, whether direct or indirect, resulting from Contractor initiated changes in the design or construction activities from those in the original Contract Specifications, design plans (including traffic control plans) or other Contract Documents and which effect a change in utility work different from that shown in the utility plans, joint project agreements or utility relocation schedules. C. The Owner reserves the right to reject any Alternative Traffic Control Plan. Obtain the Engineer's written approval before beginning work using an alternate TCP. The Engineer's written approval is required for all modifications to the TCP. The Engineer will only allow changes to the TCP in an emergency without the proper documentation. PART 5 - TRAFFIC CONTROL 5.01 STANDARDS A. FDOT Design Standards (DS) are the minimum standards for the use in the development of all traffic control plans. The MUTCD Part VI is the minimum national standard for traffic control for highway construction, maintenance, and Section IV -a 01550 -3 Mission Hills Raw Water Main Conformed Set utility operations. Follow the basic principles and minimum standards contained in these documents for the design, application, installation, maintenance, and removal of all traffic control devices, warning devices and barriers which are necessary to protect the public and workers from hazards within the project limits. 5.02 MAINTENANCE OF ROADWAY SURFACES A. Maintain all lanes that are being used for the maintenance of traffic, including those on detours and temporary facilities, under all weather conditions. Keep the lanes reasonably free of dust, potholes and rutting. Provide the lanes with the drainage facilities necessary to maintain a smooth riding surface under all weather conditions. 5.03 NUMBER OF TRAFFIC LANES A. Maintain one lane of traffic in each direction. Maintain two lanes of traffic in each direction at existing four (or more) lane cross roads, where necessary to avoid undue traffic congestion. Construct each lane used for maintenance of traffic at least as wide as the traffic lanes existing in the area before commencement of construction. Do not allow traffic control and warning devices to encroach on lanes used for maintenance of traffic. B. The Engineer may allow the Contractor to restrict traffic to one -way operation for short periods of time provided that the Contractor employs adequate means of traffic control and does not unreasonably delay traffic. When a construction activity requires restricting traffic to one -way operations, locate the flaggers within view of each other when possible. When visual contact between flaggers is not possible, equip them with 2 -way radios, official, or pilot vehicle(s), or use traffic signals. 5.04 CROSSINGS AND INTERSECTIONS A. Provide and maintain adequate accommodations for intersecting and crossing traffic. Do not block or unduly restrict any road or street crossing the project unless approved by the Engineer. Maintain all existing actuated or traffic responsive mode signal operations for main and side street movements for the duration of the Contract. Restore any loss of detection within 12 hours. Use only detection technology listed on the Owner's Approved Products List (APL) and approved by the Engineer to restore detection capabilities. B. Before beginning any construction, provide the Engineer a plan for maintaining detection devices for each intersection and the name(s) and phone numbers of persons that can be contacted when signal operation malfunctions. 5.05 ACCESS FOR RESIDENCES AND BUSINESSES A. Provide continuous access to all residences and all places of business. Section IV -a 01550 -4 Mission Hills Raw Water Main Conformed Set 5.06 PROTECTION OF THE WORK FROM INJURY BY TRAFFIC A. Where traffic would be injurious to a base, surface course, or structure constructed as a part of the work, maintain all traffic outside the limits of such areas until the potential for injury no longer exists. 5.07 FLAGGER A. Provide trained flaggers in accordance with FDOT Section 105. 5.08 CONFLICTING PAVEMENT MARKINGS A. Where the lane use or where normal vehicle paths are altered during construction, remove all pavement markings (paint, tape, thermoplastic, raised pavement markers, etc.) that will conflict with the adjusted vehicle paths. Use of paint to cover conflicting pavement markings is prohibited. Remove conflicting pavement markings using a method that will not damage the surface texture of the pavement and which will eliminate the previous marking pattern regardless of weather and light conditions. B. Remove all pavement markings that will be in conflict with "next phase of operation" vehicle paths as described above, before opening to traffic. C. Cost for removing conflicting pavement markings (paint, tape, thermoplastic, raised pavement markers, etc.) to be included in Maintenance of Traffic, Lump Sum. 5.09 VEHICLE AND EQUIPMENT VISIBILITY A. Equip all pickups and automobiles used on the project with a minimum of one Class 2 amber or white warning light that meets the Society of Automotive Engineers Recommended Practice SAE J845 dated March, 1992 or SAE J1318 dated April, 1986 and incorporated herein by reference, that is unobstructed by ancillary vehicle equipment such as ladders, racks or booms. If the light is obstructed, additional lights will be required. The lights shall be operating when a vehicle is in a work area where a potential hazard exists, when operating the vehicle at less than the average speed for the facility while performing work activities, making frequent stops or called for in the plans or Design Standards. B. Equip all other vehicles and equipment with a minimum of 4 ft2 of reflective sheeting or flashing lights. C. To avoid distraction to motorists, do not operate the lights on the vehicles or equipment when the vehicles are outside the clear zone or behind a barrier. 5.10 NO WAIVER OF LIABILITY A. Conduct operations in such a manner that no undue hazard results due to the requirements of this Article. The procedures and policies described herein in no way acts as a waiver of any terms of the liability of the Contractor or his surety. Section IV -a 01550 -5 Mission Hills Raw Water Main Conformed Set PART 6 - DETOURS 6.01 GENERAL A. Construct and maintain detour facilities wherever it becomes necessary to divert traffic from any existing roadway or bridge, or wherever construction operations block the flow of traffic. 6.02 CONSTRUCTION A. Plan, construct, and maintain detours for the safe passage of traffic in all conditions of weather. Provide the detour with all facilities necessary to meet this requirement. B. Where the plans call for the Owner to furnish detour bridge components, construct the pile bents in accordance with the plans, unless otherwise authorized by the Engineer. C. Submit a letter with the following: company name, phone number, office address, project contact person, project number, detour bridge type, bridge length, span length, location and usage time frames, to the Engineer at least 30 calendar days before the intended pick -up date, to obtain the storage facility location and list of components for the project. Upon receipt of letter, the Engineer will, within ten calendar days provide an approved material list to the Contractor and the appropriate Owner storage yard. D. Provide a letter with an original company seal, identifying the representative with authority to pick up components, to the Engineer at least ten calendar days before the proposed pick -up date. The Owner is not obligated to load the bridge components without this notice. Take responsibility and sign for each item loaded at the time of issuance. E. Provide timber dunnage, and transport the bridge components from the designated storage facility to the job site. Unload, erect, and maintain the bridge, then dismantle the bridge and load and return the components to the designated storage facility. F. Notify the Engineer in writing at least ten calendar days before returning the components. Include in this notice the name of the Contractor's representative authorized to sign for return of the bridge components. The yard supervisor is not obligated to unload the bridge components without this notice. G. The Owner will provide equipment and an operator at the Owner's storage facility to assist in loading and unloading the bridge components. Furnish all other labor and equipment required for loading and unloading the components. H. The Owners representative will record all bridge components issued or returned on the Detour Bridge Issue and Credit Ticket. The Tickets must be signed by a Owner and Contractor representative, after loading or unloading each truck to document the quantity and type of bridging issued or returned. I. Bind together all bridge components to be returned in accordance with the instructions given by the storage facility. The yard supervisor will repack Section IV -a 01550 -6 Mission Hills Raw Water Main Conformed Set components that are not packed in compliance with these instructions. Upon request, written packing instructions will be made available to the Contractor, before dismantling of the bridge for return to the Owner's storage facility. J. Assume responsibility for any shortage or damage to the bridge components. Monies due the Contractor will be reduced at the rate of $35.00 per hour plus materials for repacking, repairs or replacement of bridge components. K. The skid resistance of open steel grid decking on the detour bridge may decrease gradually after opening the bridge to traffic. The Owner will furnish a pneumatic floor scabbier machine for roughening the roadway surface of the detour bridge decking. Provide an air compressor at the job site with 200 ft' /minute capacity, 90 psi air pressure for the power supply of the machine, and an operator. Transport the scabbler machine to and from the Owner's Structures Shop. Repair any damage to the scabbier machine caused by operations at no expense to the Owner. Perform scabbling when determined necessary by the Engineer. The Owner will pay for the cost of scabbling as Unforeseeable Work in accordance with 4 -4. L. Return the bridge components to the designated storage facility beginning no later than ten calendar days after the date the detour bridge is no longer needed, the date the new bridge is placed in service, or the date Contract Time expires, whichever is earliest. Return the detour bridging at an average of not less than 200 feet per week. Upon failure to return the bridge components to the Owner within the time specified, compensate the Owner for the bridge components not returned at the rate of $5.00 per 10 feet, per day, per bridge, for single lane; and $10.00 per 10 feet, per day, per bridge, for dual lane until the bridge components are returned to the Owner. 6.03 CONSTRUCTION METHODS A. Select and use construction methods and materials that provide a stable and safe detour facility. Construct the detour facility to have sufficient durability to remain in good condition, supplemented by maintenance, for the entire period that the detour is required. 6.04 REMOVAL OF DETOURS A. Remove detours when they are no longer needed and before the Contract is completed. Take ownership of all materials from the detour and dispose of them, except for materials, which might be on loan from the Owner with the stipulation that they are returned. 6.05 DETOURS OVER EXISTING ROADS AND STREETS A. When the Owner specifies that traffic be detoured over roads or streets outside the project area, do not maintain such roads or streets. However, maintain all signs and other devices placed for the purpose of the detour. Section IV -a 01550 -7 Mission Hills Raw Water Main Conformed Set 6.06 OPERATION OF EXISTING MOVABLE BRIDGES A. The Owner will maintain and operate existing moveable bridges that are to be removed by the Contractor until such time as they are closed to traffic. During this period, make immediate repairs of any damage to such structures caused by use or operations related to the work at no expense to the Owner, but do not provide routine repairs or maintenance. In the event that use or operations result in damage to a bridge requiring repairs, give such repairs top priority to any equipment, material, or labor available. PART 7 - TRAFFIC CONTROL OFFICER A. Provide uniformed law enforcement officers, including marked law enforcement vehicles, to assist in controlling and directing traffic in the work zone when the following types of work is necessary on projects: 1. Traffic control in a signalized intersection when signals are not in use. 2. When Standard Index No. 619 is used on Interstate at nighttime and required by the plans. 3. When pacing/rolling blockade specification is used. PART 8 - DRIVEWAY MAINTENANCE 8.01 GENERAL A. Ensure that each residence and or business has safe, stable, and reasonable access. 8.02 CONSTRUCTION METHODS A. Place, level, manipulate, compact, and maintain the material, to the extent appropriate for the intended use. B. As permanent driveway construction is accomplished at a particular location, the Contractor may salvage and reuse previously placed materials that are suitable for reuse on other driveways. PART 9 - TEMPORARY TRAFFIC CONTROL DEVICES 9.01 INSTALLATION AND MAINTENANCE A. Install and maintain temporary traffic control devices as detailed in the plans, Index 600 of the Design Standards and when applicable, in accordance with the approved vendor drawings, as provided on the Qualified Products List (QPL). Erect the required temporary traffic control devices to prevent any hazardous conditions and in conjunction with any necessary traffic re- routing to protect the traveling public, workers, and to safeguard the work area. Use only those devices Section IV -a 01550 -8 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Mission Hills Raw Water Main Conformed Set that are on the QPL or the Approved Products List (APL) Immediately remove or cover any devices that do not apply to existing conditions. All temporary traffic control devices must meet the requirements of National Cooperative Highway Research Program Report 350 (NCHRP 350) and current FHWA directives. Manufacturers seeking evaluation must furnish certified test reports showing that their product meets all test requirements set forth by NCHRP 350. Manufacturers seeking evaluation of Category I devices for inclusion on the QPL shall include the manufacturer's self - certification letter. Manufacturer's seeking evaluation of Category II and III devices for inclusion on the QPL shall include the FHWA WZ numbered acceptance letter with attachments and vendor drawings of the device in sufficient detail to enable the Engineer to distinguish between this and similar devices. For devices requiring field assembly or special site preparation, vendor drawings shall include all field assembly details and technical information necessary for proper application and installation and must be signed and sealed by a Professional Engineer registered in the State of Florida. Manufacturers seeking evaluation of Category IV devices for inclusion on the QPL must comply with the requirements of FDOT Section 990 and include detailed vendor drawings of the device along with technical information necessary for proper application, field assembly and installation. C. Ensure that the QPL number is permanently marked on the device at a readily visible location. D. Notify the Engineer of any scheduled operation, which will affect traffic patterns or safety, sufficiently in advance of commencing such operation to permit his review of the plan for the proposed installation of temporary traffic control devices. E. Ensure an employee is assigned the responsibility of maintaining the position and condition of all temporary traffic control devices throughout the duration of the Contract. Keep the Engineer advised at all times of the identification and means of contacting this employee on a 24 -hour basis. F. Keep temporary traffic control devices in the correct position, properly directed, clearly visible and clean, at all times. Ensure that all traffic control devices meet acceptable standards as outlined in American Traffic Safety Services Association (ATSSA's) "Quality Standards for Work Zone Traffic Control Devices ". Immediately repair, replace or clean damaged, defaced or dirty devices. 9.02 WORK ZONE SIGNS A. Provide signs in accordance with the plans and Design Standards. Meet the requirements of FDOT Section 700 -2.6 and FDOT Section 700 -5.5. Provide Federal Highway Administration's (FHWA) accepted sign substrate for use with accepted sign stands on the National Highway System (NHS) under the provisions of the National Cooperative Highway Research Program (NCHRP) Report 350 "Recommended Procedures for the Safety Performance Evaluation of Highway Features." Section IV -a 01550 -9 Mission Hills Raw Water Main Conformed Set 9.03 BUSINESS SIGNS A. Provide and place signs in accordance with the plans and Design Standards. Meet the sign background sheeting requirements of FDOT Section 700. Furnish signs having a Type III reflectorized blue background with a 4 inches series B white legend and a white border. The maximum sign size is 24 by 36 inches. B. Use signs with specific business names on each sign. Install logos provided by business owners and approved by the Engineer. Standard Business entrance signs meeting the requirements of Index 17355 without specific business names may be used only with the approval of the Engineer. 9.04 HIGH INTENSITY FLASHING LIGHTS A. Furnish Type B lights in accordance with the plans and Design Standards. 9.05 WARNING /CHANNELIZING DEVICES A. Furnish warning /channelizing devices in accordance with the plans and Design Standards. 102 -9.5.1 REFLECTIVE COLLARS FOR TRAFFIC CONES A. Use cone collars at night designed to properly fit the taper of the cone when installed. Place the upper 6 inches collar a uniform 3 1/2 inch distance from the top of the cone and the lower 4 inch collar a uniform 2 inch distance below the bottom of the upper 6 inch collar. Ensure that the collars are capable of being removed for temporary use or attached permanently to the cone in accordance with the manufacturer's recommendations. Provide a white sheeting having a smooth outer surface and that has the property of a retroreflector over its entire surface. 102 -9.5.2 BARRIER WALL (TEMPORARY) A. Furnish, install, maintain, remove and relocate a temporary barrier wall in accordance with the plans. Ensure that temporary concrete barrier wall for use on roadway sections, complies with FDOT Section 521 and Index Nos. 412, 414 or 415 as specified in the plans. Ensure that temporary concrete barrier wall for use on bridge and wall sections, complies with Index No 414 as specified in the plans. Ensure that temporary water filled barrier wall used on roadway sections meet the NCHRP Report 350 criteria and is listed on the Qualified Products List (QPL). Barriers meeting the requirements of Index Nos. 412, 415 or temporary water filled barriers on the QPL will not be accepted as an alternate to barriers meeting the requirements of Index No. 414. 102 -9.5.3 GLARE SCREEN (TEMPORARY) A. Furnish, install, maintain, remove and relocate glare screen systems in conjunction with temporary barrier wall at locations identified in the plans. B. Ensure the anchorage of the glare screen to the barrier is capable of safely resisting an equivalent tensile load of 600 lb /ft of glare screen, with a requirement to use a minimum of three fasteners per barrier section. Section IV -a 01550 -10 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Mission Hills Raw Water Main Conformed Set C. When glare screen is utilized on temporary barrier wall, warning lights will not be required. 9.06 TEMPORARY VEHICLE IMPACT ATTENUATOR (CRASH CUSHION) (REDIRECT /INERTIA) A. Furnish, install, maintain and subsequently remove temporary vehicular impact attenuators in accordance with the details and notes shown in the plans, the Design Standards, and requirements of the pre- approved alternatives listed on the QPL. Maintain the attenuators until their authorized removal. Repair all attachment scars to permanent structures and pavements after attenuator removal. Make necessary repairs due to defective material, work, or Contractor operations at no cost to the Owner. Restore attenuators damaged by the traveling public within 24 hours after notification as authorized by the Engineer. 9.07 GUARDRAIL (TEMPORARY) A. Furnish guardrail (temporary) in accordance with the plans and Design Standards. Meet the requirements of FDOT Section 536. 9.08 ADVANCE WARNING ARROW PANEL A. Furnish advance warning panels that meet the requirements of Section 990 as required by the plans and Design Standards to advise approaching traffic of lane closures or shoulder work. 9.09 PORTABLE CHANGEABLE (VARIABLE) MESSAGE SIGN (PCMS) A. Furnish changeable (variable) message signs that meet the requirements of FDOT Section 990 as required by the plans and Design Standards to supplement other temporary traffic control devices used in work zones. B. A truck mounted PCMS may be used as a stand alone maintenance of traffic device only when used for accident or incident management situations as defined in the MUTCD and is listed on the APL. 9.10 PORTABLE REGULATORY SIGNS (PRS) A. Furnish portable regulatory signs that meet the requirements of FDOT Section 990 as required by the plans and Design Standards. Activate portable regulatory signs only during active work activities and deactivate when no work is being performed. 9.11 RADAR SPEED DISPLAY UNIT (RSDU) A. Furnish radar speed display units that meet the requirements of FDOT Section 990 as required by the plans and Design Standards to inform motorists of the posted speed and their actual speed. B. Activate the radar speed display unit only during active work activities and deactivate when no work is being performed. Section IV -a 01550 -11 Mission Hills Raw Water Main Conformed Set 9.12 TEMPORARY TRAFFIC CONTROL SIGNALS A. Furnish, install and operate temporary traffic control signals as indicated in the plans. Temporary traffic control signals will consist of either portable or fixed traffic signals. B. Provide portable traffic signals that meet the requirements of the Design Standards, FDOT Section603 -2 and are listed on the APL. The Engineer may approve used signal equipment if it is in acceptable condition. 9.13 TEMPORARY TRAFFIC DETECTION TECHNOLOGY A. Furnish, install and operate Temporary Traffic Detection Technology listed on the Owner's APL and approved by the Engineer to restore detection capabilities. 9.14 TRUCKS AND TRUCK MOUNTED IMPACT ATTENUATORS A. Furnish, install and maintain only those attenuators that meet the requirements of NCHRP 350. Include the cost of trucks and truck mounted impact attenuators in MOT. B. Use Truck Mounted Attenuators (TMA), when called for in the Design Standards. Limit TMA's to those items listed on the QPL. C. Use truck mounted attenuator systems designed and installed in accordance with the manufactures recommendations. D. Equip the TMA cartridge with lights and reflectors in compliance with applicable Florida motor vehicle laws, including turn signals, dual tail lights, and brake lights. Ensure that lights are visible in both the raised and lowered positions if the unit is capable of being raised. E. Ensure that the complete unit is painted DOT yellow (Fed. Std. 595 b, No. 13538). Stripe the rear facing of the cartridge in the operating position with the alternating 6 inch white and 6 inch safety orange 45 degree striping to form an inverted "V" at the center of the unit and slope down and toward the outside of the unit, in both directions from the center. Ensure the bottom of the cartridge has the same pattern, covering the entire bottom, with 6 inch white and 6 inch safety orange stripes. Use Type III reflectorized sheeting for striping. F The trucks and truck mounted impact attenuators will not be paid for separately, but will be included in the cost of Maintenance of Traffic. Payment includes all costs, including furnishing, maintaining and removal when no longer required, and all materials, labor, tools, equipment and incidentals required for attenuator maintenance. Section IV -a 01550 -12 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Mission Hills Raw Water Main Conformed Set PART 10 - WORK ZONE PAVEMENT MARKING 10.01 DESCRIPTION A. Furnish and install Work Zone Pavement Markings for maintenance of traffic in construction areas and in close conformity with the lines and details shown on the plans. Meet the requirements of FDOT Section 710 -4.3. B. Use pavement marking materials that contain no lead or chromium compounds. Manufacturers seeking product approval must furnish certified test reports showing the Work Zone Pavement Marking material meets the requirements of this Section. C. Centerlines, lane lines, edgelines, stop bars and turn arrows in work zones will be required in accordance with the MUTCD with the following additions: 1. Install edgelines on paved shoulders. 2. Place edgelines on all detours where vehicle paths are altered from normal operations and where a lane is narrowed from its normal width for any reason. 3. Apply Work Zone Pavement Markings, including arrows and messages as determined by the Engineer to be required for the safe operation of the facility, before the end of the day if the highway is open to traffic. Channelizing devices may be used to direct traffic during the day before placing the Work Zone Pavement Markings. 4. Work Zone Pavement Markings shall be water borne paint, unless otherwise identified in the plans or approved by the Engineer. D. The most common types of Work Zone Pavement Markings are water borne paint and removable tape. Other types of Work Zone Pavement Markings may be identified in the plans. 10.02 REMOVABLE TAPE 102 - 10.2.1 GENERAL A. Use removable tape listed on the Qualified Products List (QPL) and meeting the requirements of FDOT Section 990 -5. 102 - 10.2.2 APPLICATION A. Apply removable tape with a mechanical applicator to provide pavement lines that are neat, accurate and uniform. Equip the mechanical applicator with a film cut -off device and with measuring devices that automatically and accumulatively measure the length of each line placed within an accuracy tolerance of ±2 %. Ensure removable tape adheres to the road surface. Removable tape may be placed by hand on short sections 500 feet or less if it is done in a neat accurate manner. Section IV -a 01550 -13 Mission Hills Raw Water Main Conformed Set 102 - 10.2.3 RETROREFLECTIVITY A. Apply white and yellow traffic stripes and markings that will attain an initial retroreflectivity of not less than 300 mcd/lx-m2 for white and contrast markings and not less than 250 mcd/lx-mz for yellow markings. Black portions of contrast tapes and black masking tapes must be non - reflective and have a reflectance of less than 5 mcd/lx m2. The retroreflectance of the white, yellow and contrast pavement markings at the end of the six month service life shall not be less than 150. mcd/lx -ma. 102 - 10.2.4 REMOVABILITY A. Provide removable tape capable of being removed from bituminous concrete and portland cement concrete pavement intact or in substantially large strips, either manually or by a mechanical roll -up device, at temperatures above 40 °F, without the use of heat, solvents, grinding or blasting. Ensure that the manufacturer shows documented reports that the removable tape meets this requirement after being in place for a minimum of 90 days and under an average daily traffic count per lane of at least 9,000 vehicles per day. 10.03 WORK ZONE RAISED PAVEMENT MARKERS (WZRPM'S) A. Apply all markers in accordance with the Design Standards, Index No. 600. 10.04 PAINT AND GLASS BEADS A. Meet the requirements of FDOT Section 710. PART 11 - METHOD OF MEASUREMENT 11.01 GENERAL A. Devices installed/used on the project on any calendar day or portion thereof, within the allowable Contract Time, including time extensions which may be granted, will be paid for at the Contract unit price for the applicable pay item, except those paid for as Lump Sum. 11.02 TRAFFIC CONTROL OFFICERS A. The quantity to be paid for will be at the Contract unit price per hour (4 hour minimum) for the actual number of officers certified to be on the project site, including any law enforcement vehicle(s) and all other direct and indirect costs. Payment will be made only for those traffic control officers specified in the Plans and authorized by the Engineer. 11.03 SPECIAL DETOURS A. When a detour facility is specifically detailed in the plans, or is otherwise described or detailed as a special item, and an item for separate payment is included in the proposal, the work of constructing, maintaining, and subsequently removing such detour facilities will be paid for separately. Traffic control devices, Section IV -a 01550 -14 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Mission Hills Raw Water Main Conformed Set warning devices, barriers, signing, and pavement markings for Special Detours will also be paid for separately. B. When the plans show more than one detour, each detour will be paid for separately, at the Contract lump sum price for each. C. Where a separate item for a specific detour facility is included in the proposal, payment will be made under Special Detour. 11.04 COMMERCIAL MATERIAL FOR DRIVEWAY MAINTENANCE A. The quantity to be paid for will be the certified volume, in cubic yards, of all materials authorized by the Engineer, acceptably placed and maintained for driveway maintenance. The volume, which is authorized to be reused, and which is acceptably salvaged, placed, and maintained in other designated driveways will be included again for payment. 11.05 WORK ZONE SIGNS A. The number of signs (Temporary Regulatory, Warning and Guide) certified as installed /used on the project will be paid for at the Contract unit price for Work Zone Signs. When multiple signs are located on single or multiple post(s), each sign panel will be paid individually. Signs greater than 20 ft2 and detailed in the plans will be paid for under Lump Sum MOT. Portable signs (excluding Mesh signs and signs mounted with less thanl foot ground clearance) and Vehicular Mounted Signs will be included for payment under work zone signs, only if used in accordance with the Design Standards. 11.06 BUSINESS SIGNS A. The number of business signs certified as installed/used on the project will be paid for at the Contract unit price for Business Signs. 11.07 HIGH INTENSITY FLASHING LIGHTS A. The number of high intensity flashing lights (Type B) certified as installed/used on the project will be paid for at the Contract unit price for High Intensity Flashing Lights (Temporary - Type B). 11.08 WARNING /CHANNELIZING DEVICES A. The number of Type I, Type II, Type III, Vertical Panel and Drum Warning Devices certified as installed/used on the project meeting the requirements of Design Standards, Index No. 600 and have been properly maintained will be paid for at the Contract unit prices for Barricade (Temporary). 11.09 BARRIER WALL (TEMPORARY) A. The Contract unit price for Barrier Wall (Temporary) will be full compensation for furnishing, installing, maintaining, and removing the barrier wall. When called for, the Contract unit price for Barrier Wall (Temporary/Relocate) will be full Section IV -a 01550 -15 Mission Hills Raw Water Main Conformed Set compensation for relocating the barrier. The certified quantity to be paid for will be determined by the number of sections times the nominal length of each section. 11.10 LIGHTS, TEMPORARY, BARRIER WALL MOUNT A. The number of Type C Steady Burn lights, mounted on barrier wall, certified as installed/used on the project, meeting the requirements of the Design Standards and have been properly maintained will be paid for at the Contract unit price for Lights Temporary, Barrier Wall Mount. 11.11 GLARE SCREEN (TEMPORARY) A. The certified quantity to be paid for will be determined by the number of sections times the nominal length of each section. 11.12 TEMPORARY VEHICULAR IMPACT ATTENUATOR 102 - 11.12.1 REDIRECTIVE A. The quantity to be paid for will be the number of Temporary Vehicular Impact Attenuators (Redirective) certified as installed/used and maintained on the project, including object marker. 102- 11.12.2 INERTIA A. The quantity to be paid for will be the number of Temporary Vehicular Impact Attenuators (Inertia) complete arrays certified as installed/used and maintained in accordance with the plans and Design Standards, Index No. 417. 11.13 TEMPORARY GUARDRAIL A. The quantity to be paid for will be the length, in feet, of temporary guardrail constructed and certified as installed /used on the project. The length of a run of guardrail will be determined as a multiple of the nominal panel lengths. 11.14 ADVANCE WARNING ARROW PANEL A. The quantity to be paid at the contract unit price will be for the number of advance warning arrow panels certified as installed/used on the project on any calendar day or portion thereof within the contract time. 11.15 CHANGEABLE (VARIABLE) MESSAGE SIGN A. The quantity to be paid at the contract unit price will be for the number of changeable (variable) message signs certified as installed/used on the project on any calendar day or portion thereof within the contract time. Payment will be made for each Changeable (Variable) message sign that is used during the period beginning fourteen working days before Contract Time begins as authorized by the Engineer. Section IV -a 01550 -16 Mission Hills Raw Water Main Conformed Set 11.16 PORTABLE REGULATORY SIGNS A. The quantity to be paid for will be the number of portable regulatory sign certified as installed/used on the project on any calendar day or portion thereof within the contract time, will be paid for the contract unit price for portable regulatory sign. 11.17 RADAR SPEED DISPLAY UNIT A. The quantity to be paid for will be the number of radar speed display units certified as installed/used on the project on any calendar day or portion thereof within the contract time, will be paid for the contract unit price for radar speed display unit. 11.18 TEMPORARY TRAFFIC CONTROL SIGNALS A. The quantity of Temporary Traffic Control Signals to be paid for will be the number of completed installations (each signalized location) of portable traffic signals, or the number of fixed traffic signals in place and operating on the project, as authorized by the Engineer and certified as in place and in operation on the project. 11.19 TEMPORARY TRAFFIC DETECTION TECHNOLOGY A. The quantity of Temporary Traffic Detection Technology to be paid for will be the number of completed and accepted intersections utilizing Temporary Traffic Detection Technology, authorized by the Engineer and certified as completed on the project. Compensation will begin the day Temporary Traffic Detection Technology is placed into operation and approved by the Engineer and will end the day the permanent detection is operational and approved by the Engineer. 11.20 WORK ZONE PAVEMENT MARKINGS A. The quantities, furnished and installed, to be paid for will be the length of skip and solid pavement markings, and the area of pavement markings placed as follows: 1. The total transverse distance, in feet, of skip pavement marking authorized and acceptably applied. The length of actual applied line will depend on the skip ratio of the material used. Measurement will be the distance from the beginning of the first stripe to the end of the last stripe with proper deductions made for unpainted intervals as determined by plan dimensions or stations, subject to 9 -1.3. 2. The net length, in feet, of solid pavement marking authorized and acceptably applied. 3. The number of directional arrows or pavement messages authorized and acceptably applied. 4. The number of WZRPM's authorized and acceptably applied. Section IV -a 01550 -17 Mission Hills Raw Water Main Conformed Set PART 12 - SUBMITTALS 12.01 SUBMITTAL INSTRUCTIONS A. Prepare a certification of quantities, using the Owner's current approved form, for certified Maintenance of Traffic payment items for each project in the Contract. Submit the certification of quantities to the Engineer. The Owner will not pay for any disputed items until the Engineer approves the certification of quantities. 12.02 CONTRACTOR'S CERTIFICATION OF QUANTITIES A. Request payment by submitting a certification of quantities no later than Twelve O'clock noon Monday after the estimate cut -off date or as directed by the Engineer, based on the amount of work done or completed. Ensure the certification consists of the following: 1. Contract Number, FPID Number, Certification Number, Certification Date and the period that the certification represents. 2. The basis for arriving at the amount of the progress certification, less payments previously made and less an amount previously retained or withheld. The basis will include a detail breakdown provided on the certification of items of payment in accordance with Part 13. After the initial setup of the maintenance of traffic items and counts, the interval for recording the counts will be made weekly on the certification sheet unless there is a change. This change will be documented on the day of occurrence. Some items may necessitate a daily interval of recording the counts. END OF SECTION Section IV -a 01550 -18 Mission Hills Raw Water Main Conformed Set SECTION 01630 MEASUREMENT AND PAYMENT PART 1- GENERAL 1.01 SCOPE A. This section supersedes all measurement and payment paragraphs from Section IV — Technical Specifications. It covers methods of measurement and payment for items of Work under the Contract. 1.02 GENERAL A. The total Bid Price shall cover all Work required by the Contract Documents. All costs in connection with the proper and successful completion of the Work, including furnishing all materials, equipment, supplies, and appurtenances; providing all construction equipment and tools; and performing all necessary labor and supervision to fully complete the Work, shall be included in the lump sum and unit prices bid. All Work not specifically set forth as a pay item in the Bid Form shall be considered a subsidiary obligation of Contractor and all costs in connection therewith shall be included in the prices bid. B. The successful low bidder for the Work will be determined based on the amount in the Total Project Cost (Bid Items 1 -24) from the Bid Tab Table included in Section V — Contract Documents. 1.03 ESTIMATED QUANTITIES A. All estimated quantities stipulated in the Bid Form or other Contract Documents are approximate and are to be used only (a) as a basis for estimating the probable cost of the Work and (b) for the purpose of comparing the bids submitted for the Work. The actual amounts of work done and materials furnished under unit price items may differ from the estimated quantities. The basis of payment for work and materials will be the actual amount of work done and materials furnished. Contractor agrees that he will make no claim for damages, anticipated profits, or otherwise on account of any difference between the amounts of work actually performed and materials actually furnished and the estimated amounts thereof, as described in the supplementary conditions. 1.04 EXCAVATION A. The lump sum price bid for each item of Work, which involves excavation or trenching, shall include all costs for such Work. No direct payment shall be made for excavation or trenching. All excavation is unclassified and there shall be no separate payment for excavation of rock or for backfill where rock is excavated below sub grade. Section IV -a 01630 -1 Mission Hills Raw Water Main Conformed Set 1.05 TAXES AND PERMITS A. The Bidder's attention is directed to the fact that the tax laws of the State of Florida, including but not limited to Chapter 212, Florida Statutes, apply to this bid matter and that all applicable taxes and fees shall be deemed to have been included in Bidder's Proposal. The Contractor shall be responsible for all permits and permit fees necessary for construction, including those beyond what were previously obtained by the Owner. 1.06 RETAINAGE A. Refer to Agreement. 1.07 MEASUREMENT AND PAYMENT A. Bid Items for the Mission Hills Raw Water Main Project (14- 0038 -UT): 1. Bid Item No. 1 — Mobilization/Demobilization a. Description: The work specified in this Bid Item consists of the preparatory work and operations in mobilizing for beginning work and demobilizing for ending work on the project, including, but not limited to, those supplies and incidentals to the project site, staging areas, and for the establishment of temporary offices, buildings, safety equipment and first aid supplies, potable, sanitary and other facilities, as required by these specifications, and State and local laws and regulations. The costs of bonds and any required insurance, general conditions and indemnifications, and any other pre - construction expense necessary for the start of the work, excluding the cost of construction materials, shall also be included in this Section. This Bid Item will include mobilization and demobilization for all parts or phases of the total project. The bid price shall not exceed three and one -half percent (3.5 %) of the total bid. b. Measurement: The quantity of mobilization to be paid for under this Item shall be measured as one lump sum quantity. Partial payments will be made therefore in accordance with the following: Percent of Original Allowable Percent Contract Amount of Lump Sum Price Earned for the Item 10 30 25 50 50 80 75 90 100 100 Section 1V -a 01630 -2 1 Mission Hills Raw Water Main Conformed Set c. Payment: The quantities, as determined above, shall be paid for at the contract lump sum price set out in the Proposal, which price and payment constitutes full compensation for all the work described herein. d. Payment shall be made under: i. Item No. 1 — Mobilization (3.5% Max.) Lump Sum 2. Bid Item No. 2 — Maintenance of Traffic (MOT) a. Description: The work specified in this Bid Item consists of maintaining traffic within the limits of the project for the duration of the construction period including any temporary suspensions of the work. It shall include the construction and maintenance of any necessary detour facilities; the providing of necessary facilities for access to residences, schools, businesses, etc. along the project; the furnishing, installing and maintaining of traffic control and safety devices during construction, the control of dust, and any other special requirements for safe and expeditious movement of traffic as may be called for on the Contract Drawings, including any required MOT permitting efforts. The term, MOT, as used herein, shall include all of such facilities, devices and operations as are required for the safety and convenience of the public as well as for minimizing public nuisance, and as specified in Specification 44 of Section IV — Technical Specifications and in 01550 Maintenance of traffic in Section IVa — Supplementary Technical Specifications. All MOT plans shall be signed and sealed by a Professional Engineer registered in the State of Florida. The MOT plan shall indicate phasing of the construction. Only one (1) horizontal directional drilling crew may work in the road right -of -way at any given time. The bid price shall not exceed one and one -half percent (1.5 %) of the bid total for the total project. If the Contractor's cost for MOT is greater than the maximum allowed, then the additional cost shall be included in the cost for other items of work for the project. b. Measurement: The quantity of MOT to be paid for under this Item shall be measured as one lump sum quantity. Partial payments will be pro -rated throughout the duration of construction of this Project. c. Payment: The quantities, as determined above, shall be paid for at the contract lump sum price set out in the Proposal, which price and payment constitutes full compensation for all the work described herein. Payment shall be made at every ten percent (10 %) work completion milestone. d. Payment shall be made under: i. Item No. 2 — Maintenance of Traffic (MOT) (1.5% Max.) Lump Sum Section IV -a 01630 -3 Mission Hills Raw Water Main Conformed Set 3. Bid Item No. 3 - F &I PVC or HDPE Pipe by Horizontal Directional Drill a. Description: This Bid Item describes measurement and payment for PVC or HDPE pipe installed by directional boring. The pay quantities for the work specified under this Section shall be the number of linear feet of the types and sizes of pipe specified in the applicable pay items, actually constructed and accepted. b. Measurement: Measurement will be horizontally, above the centerline of the pipe, and includes the length of any valves or fittings. c. Payment: Payment will be according to the diameter, thickness class, lining material, coating, and type of joint, as set forth on the Proposal. The unit bid price includes furnishing and installing all pipe by directional boring or by incidental open cut at launching and receiving pits, two 12 -gauge Extra High Strength copper -clad steel tracer wires, tracer wire testing, , DI/HDPE or DI/PVC mechanical joint adapters, ductile iron spool pieces at tie -in locations between fittings and valves, connecting /tie -ing into existing stubbed out pipes, reconnections, materials above or below ground along pipeline alignment, joints and jointing materials, couplings, labor, machinery, construction equipment, directional boring equipment, bentonite clay slurry seal, launching and receiving pits, exploratory pits; excavation, bracing, shoring, sheeting, bedding and backfill, compaction, adjusting /relocating, supporting, protecting or replacement of existing underground or aboveground utilities including associated utility coordination; disposal of spoil/bentonite or other materials; hydrostatic testing; line stops, pigging and disinfection of all raw and potable water lines (including existing pipes impacted by construction); erosion control; concrete encasement; sod replacement; asphalt pavement replacement; driveway replacement; concrete sidewalk replacement; concrete curb replacement; bollard removal and replacement; signage removal and replacement; underdrain restoration and all other related and necessary materials, work and equipment required to construct a complete operable pipeline. . If the location and elevation of existing utilities at roadway intersections or any other location prevent the Contractor from directional drilling the raw water main less than 6 feet deep, the main shall be installed by open -cut method using fittings as required to avoid conflict with the existing utilities. All roadway, concrete curb, concrete sidewalk and sod restoration shall be included in this bid item. d. Payment shall be made under: i. Item No. 3 — F &I 8 -inch PVC Pipe by Horizontal Directional Drill Section IV -a 01630 -4 Mission Hills Raw Water Main Conformed Set ii. Item No. 4 — F &I 8 -inch HDPE Pipe by Horizontal Directional Drill 4. Bid Items Nos. 5, 6, 7 — F &I PVC, HDPE or Ductile Iron Pipe by Open Cut a. Description: These Bid Items describe measurement and payment for ductile iron (DI) pipe, PVC pipe or HDPE pipe installed by open cut. DI pipe shall be used where it is called for on the Contract Drawings or between a fitting and a valve or between two fittings when the distance between them is equal or less than 18 inches. The pay quantities for the work specified under this Section shall be the number of linear feet of the types and sizes of pipe specified in the applicable pay items, actually constructed and accepted. b. Measurement: Measurement will be horizontally, above the centerline of the pipe, and includes the length of any valves or fittings. The limits of measurement shall be as shown on the plans or as directed by the Project Representative. No overlap with measurement for payment for Bid Item 3 shall be measured for this bid item. c. Payment: Payment will be according to the diameter, thickness class, lining material, coating, and type of joint, as set forth on the Proposal. The unit bid price includes furnishing and installing all pipe by open cut, excavation, backfill, compaction, DI/HDPE or DI/PVC mechanical joint adapters, ductile iron spool pieces at tie - in locations between fittings and valves, connecting /tie -ing into existing stubbed out pipes, reconnections, couplings, two 12 -gauge Extra High Strength copper -clad steel tracer wires, tracer wire testing, polyethylene encasement for DI pipe, materials above or below ground along the pipeline alignment, joints and jointing materials, bracing, shoring and sheeting; exploratory excavation; bedding and backfill, compaction, constructing the specified protection and adjusting of existing above ground and underground utilities and service connections; adjusting /relocating, supporting, protecting, or replacement of existing underground or aboveground utilities including associated utility coordination; flowable fill grout, replacement of asphalt pavement, driveway, concrete sidewalk, concrete curb replacement; bollard removal and replacement; signage removal and replacement; sod replacement, disposal of spoil or other materials; hydrostatic testing; line stops, pigging and disinfection of all raw water lines (including existing pipes impacted by construction); erosion control; concrete encasement; underdrain restoration and all other related and necessary materials, work and equipment required to construct a complete operable pipeline. If the location and elevation of Section IV -a 01630 -5 Mission Hills Raw Water Main Conformed Set existing utilities at roadway intersections or any other location prevent the Contractor from directional drilling the raw or potable water mains less than 6 feet deep, the water mains shall be installed by open -cut method using fittings as required to avoid conflict with the existing utilities. All roadway, concrete curb, concrete sidewalk and sod restoration shall be included in this bid item. d. Payment shall be made under: i. Item No. 5 — F &I 8 -inch PVC Pipe by Open Cut ii. Item No. 6 — F &I 8" DI Pipe by Open Cut iii. Item No. 7 — F &I 8" HDPE Pipe by Open Cut 5. Bid Item No. 8 — F &I 8" Certa -Lok PVC Pipe by Jack & Bore with 18" Steel Casing a. Description: These Bid Items describe measurement and payment for Certa -Lok PVC pipe in steel pipe casing installed by jack and bore. The pay quantities for the work specified under this Section shall be the number of jack and bore crossings specified in the applicable pay items, actually constructed and accepted. b. Measurement: Measurement and payment will be on a lump sum basis for each jack and bore crossing, regardless of pipe length, size, type or depth. Limits of the pay item are identified in the Contract Drawings. c. Payment: Payment will be made for each crossing and shall include furnishing and installing the steel casing pipe via jack and bore and Certa -Lok PVC pipe installation in the casing pipe with casing spacers as shown on the contract drawings and listed in the Bid Form or as directed by the Owner's Authorized Project Representative. It shall include full compensation for all labor, materials, excavation of boring pits (including rock), dewatering, sheeting and shoring, machinery, pipe spacers, brick bulkheads, hydrostatic testing; line stops, pigging and disinfection of all raw water lines (including existing pipes impacted by construction), backfilling and compaction, asphalt pavement, driveway, concrete sidewalk, and concrete curb replacement; sod replacement, erosion control, disposal of spoil and all other items necessary to complete this Bid Item. No additional compensation will be made for rock removal, backfill material or for repair of any trench settlement. d. Payment shall be made under: i. Item No. 8 — F &I 8" Certa -Lok PVC Pipe by Jack & Bore with 18" Steel Casing 6. Bid Item Nos. 9, 10 — F &I Restrained Joints for Ductile Iron or PVC Pipe Section IV -a 01630 -6 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Mission Hills Raw Water Main Conformed Set a. Description: This bid item describes measurement and payment for retainer gland assemblies or locking gaskets used in installing restrained joints on DI or PVC pipe and associated ductile iron fittings. b. Measurement: The quantity to be paid for under this item is the number of retainer gland assemblies or locking gaskets acceptably furnished and installed as shown on the drawings or as directed by the Owner's Representative. c. Payment will be according to the number of restrained joints acceptably furnished and installed. The unit bid price includes furnishing and installing all restraining devices along the pipeline alignment and all other related and necessary materials, work, and equipment required to properly install the restrained joint. All transmission mains shall be restrained joint and installed by directional drill method where possible or unless shown otherwise on the Drawings. Contractor shall restrain pipe and fittings in accordance with the restraint table shown on the detail sheets. Contractor to restrain existing pipe where required in accordance with the restraint table. Contractor shall use restrained joints only; no concrete thrust blocks or thrust collars shall be permitted. d. Payment shall be made under: i. Item No. 9— F &I 8" Restrained Joints for PVC Pipe ii. Item No. 10— F &I 8" Restrained Joints for DI Pipe 7. Bid Item No. 11 — F &I Compact Ductile Iron Fittings a. Description: This Bid Item describes measurement and payment for compact ductile iron pressure pipe fittings for the construction of the raw water mains, potable water mains, concentrate, backwash or force main piping as shown on the plans. The quantity to be paid for under this Item will be based on the theoretical weight, in pounds, of actual permanent fittings acceptably furnished and installed. b. Measurement: The quantity to be paid for under this item is the theoretical weight, in pounds, of actual permanent furnished and installed. The theoretical weight for compact fittings shall be calculated based on the weight listed in ANSUAWWA C153 ductile iron fittings of the 350 psi pressure. c. Payment: Payment for pressure pipe fittings will be based on the theoretical weight, in pounds, of actual permanent fittings furnished and installed. The unit bid price includes furnishing and installing excavation, backfill, dewatering, sheeting, shoring, asphalt pavement, driveway, concrete sidewalk, and concrete curb replacement, sod replacement, erosion control, underdrain restoration and incidental construction associated with these Items. No additional payment will be made for furnishing and installing Section IV -a 01630 -7 Mission Hills Raw Water Main Conformed Set all joint accessories, glands, gaskets, bolts, and joint lubricant for mechanical joints. No payment shall be made for ductile iron fittings included in other bid items. d. Payment shall be made under: i. Item No. 11 — F &I Compact DI Fittings. 8. Bid Item No. 12 — F &I Combination Air Valve a. Description: This Bid Item describes measurement and payment for combination air valves for raw water pipelines. The quantity to be paid for under this item is the number of above ground combination air valves including polyethylene covers acceptably installed where shown on the Contract Drawings or where directed by the Project Representative. b. Measurement: Measurement will be per each based on the number of combination air valves with covers installed. c. Payment: The unit bid price includes furnishing and installing combination air valves, valve box and cover, fittings, megalugs, mega flange, polywrap, filter fabric, service saddle, joint restrainers, 2 -inch polyethylene tubing, ball valves and valve box, brass pipe, corp stop, concrete pad, stainless steel hose coupling, gravel bed, excavation, backfill, compaction, dewatering, sheeting, shoring, asphalt pavement, driveway, concrete sidewalk, and concrete curb replacement; sod replacement, erosion control, and incidental construction associated with these items. d. Payment shall be made under: i. Item No. 12 — F &I Combination Air Valve 9. Bid Item No. 13 — Root Pruning a. Description: This Bid Item describes measurement and payment for root pruning of trees associated with the installation of the potable or raw water transmission or distribution piping. The quantity to be paid for under this item is the linear feet of trench in which tree roots are acceptably pruned as directed by the Owner or the Owner's authorized Project Representative. b. Measurement: Measurement will be horizontally, above the centerline of the pipe from beginning to end of root pruning activities in the trench as determined by the Owner or the Owner's authorized Project Representative. c. Payment: Payment will be according to the linear feet of trench in which tree roots are acceptably pruned as directed by the Owner or the Owner's authorized Project Representative. The unit bid price shall include the services of a certified arborist, cutting the roots, cutting equipment, plastic barrier, and any other activity or Section IV -a 01630 -8 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Mission Hills Raw Water Main Conformed Set equipment necessary to prune the tree roots until the work is accepted by the Owner or the Owner's authorized Project Representative. d. Payment shall be made under: i. Item No. 13 — Root Pruning 10. Bid Item No. 14 — Tree Barricades a. Description: This Bid Item describes measurement and payment for protective barricades around all trees and palms within or adjacent to the work zone, including all staging or lay down areas or as directed by the Owner or the Owner's authorized Project Representative. b. Measurement: The quantity of tree barricades to be paid for under this Item shall be measured as one lump sum quantity. c. Payment: The quantities, as determined above, shall be paid for at the contract lump sum price set out in the Proposal, which price and payment constitutes full compensation for all the work described herein. Payment will be made by project completion. No payment will be made if tree barricades are not utilized throughout the project as deemed necessary by the Owner or the Owner's authorized Project Representative. d. Payment shall be made under: i. Item No. 14 — Tree Barricades 11. Bid Item No. 15 — Remove Trees a. Description: This bid item describes measurement and payment to remove trees associated with the installation of pipelines. b. Measurement: Measurement shall be for each tree removed where shown on the plans or where directed by the Owner's Representative. c. Payment: Payment will be for each tree removed, as set forth in the Proposal. The unit bid price includes furnishing and installing all material and permits necessary for a complete and successful tree removal. d. Payment shall be made under: i. Item No. 15 — Remove Trees 12. Bid Item No. 16 — Sod Restoration as Directed by the Owner or the Owner's Authorized Project Representative a. Description: This Bid Item describes measurement and payment for sod restoration, beyond the limits defined in other pay items, as Section IV -a 01630 -9 Mission Hills Raw Water Main Conformed Set directed by the Owner or the owner's authorized Project Representative. The quantity to be paid for under this Item is the area in square yards acceptably furnished and installed. Measurement: Measurement will be the horizontal measurement of the square yards of sod installed as determined by the Owner or the owner's authorized Project Representative. c. Payment: Payment will be made for the square yards of sod installed at the applicable contract unit price and shall include all labor, equipment, soil preparation, furnishing and installing sod, rolling, mowing, watering and any other measures necessary to establish and maintain a healthy stand of grass until the Owner or the owner's authorized Project Representative accepts the work. d. No additional payment will be made for installation of sod where existing sod is disturbed by the Contractor away from the new pipeline alignment, service connections, or meter boxes unless directed by the Owner or the Owner's authorized Project Representative. e. Payment shall be made under: i. Item No. 16 — Sod Restoration as Directed by the Owner or the Owner's Authorized Project Representative 13. Bid Item No. 17 — Concrete Driveway Restoration as Directed by the Owner or the Owner's Authorized Project Representative a. Description: This Bid Item describes measurement and payment for concrete driveway restoration, beyond the limits defined in other pay items, as directed by the Owner or the owner's authorized Project Representative. The quantity to be paid for under this Item is the area in square yards acceptably furnished and installed. b. Measurement: Measurement will be the horizontal measurement of the square yards of concrete driveway restored as determined by the Owner or the Owner's authorized Project Representative. c. Payment: Payment will be made for the square yards of concrete driveway installed at the applicable contract unit price and shall include all labor, equipment, providing and installing formwork, steel reinforcing, concrete, and finishing for concrete driveways. For other driveway materials including, but not limited to brick pavers, shell and colored concrete, the driveway shall be replaced to its original condition. d. No additional payment will be made for driveway restoration where existing driveways are disturbed by the Contractor away from the new pipeline alignment, service connections, or meter boxes unless directed by the Owner or the Owner's authorized Project Representative. Section IV -a 01630 -10 Mission Hills Raw Water Main Conformed Set e. Payment shall be made under: i. Item No. 17 — Concrete Driveway Restoration as Directed by the Owner or the Owner's Authorized Project Representative 14. Bid Item No. 18 — Concrete Sidewalk Restoration as Directed by the Owner or the Owner's Authorized Project Representative a. Description: This Bid Item describes measurement and payment for concrete sidewalk restoration, beyond the limits defined in other pay items, as directed by the Owner or the Owner's authorized Project Representative. The quantity to be paid for under this Item is the area in square yards acceptably furnished and installed. b. Measurement: Measurement will be the horizontal measurement of the square yards of concrete sidewalk restored as determined by the Owner or the Owner's authorized Project Representative. c. Payment: Payment will be made for the square yards of concrete sidewalk installed at the applicable contract unit price and shall include all labor, equipment, formwork, steel reinforcing, concrete, and finishing for concrete sidewalks. For other sidewalk materials, the sidewalk shall be replaced to its original condition. d. No additional payment will be made for sidewalk restoration where existing sidewalks are disturbed by the Contractor away from the new pipeline alignment, service connections, or meter boxes unless directed by the Owner or the Owner's authorized Project Representative. e. Payment shall be made under: i. Item No. 18 — Concrete Sidewalk Restoration as Directed by the Owner or the Owner's Authorized Project Representative 15. Bid Item No. 19 — Concrete Curb Restoration as Directed by the Owner or the Owner's Authorized Project Representative a. Description: This Bid Item describes measurement and payment for concrete curb restoration, beyond the limits defined in other pay items, as directed by the Owner or the Owner's authorized Project Representative. The quantity to be paid for under this Item is the length in linear feet acceptably furnished and installed. b. Measurement: Measurement will be the horizontal measurement of the linear feet of concrete curbs restored as determined by the Owner or the Owner's authorized Project Representative. c. Payment: Payment will be made for the linear feet of concrete curbs installed at the applicable contract unit price and shall Section IV -a 01630 -11 Mission Hills Raw Water Main Conformed Set include providing and installing precast concrete curbs, formwork, steel reinforcing, concrete and finishing to match existing curb type. d. No additional payment will be made for curb restoration where existing curbs are disturbed by the Contractor away from the new pipeline alignment, service connections, or meter boxes unless directed by the Owner or the Owner's authorized Project Representative. e. Payment shall be made under: i. Item No. 19 — Concrete Curb Restoration as Directed by the Owner or the Owner's Authorized Project Representative 16. Bid Item No. 20 — Underdrain Restoration as Directed by the Owner or the Owner's Authorized Project Representative a. Description: This Bid Item describes measurement and payment for underdrain including restoration, beyond the limits defined in other pay items, as directed by the Owner or the Owner's authorized Project Representative. The quantity to be paid for under this Item is the length in linear feet acceptably furnished and installed. b. Measurement: Measurement will be the horizontal measurement of the linear feet of underdrains restored as determined by the Owner or the Owner's authorized Project Representative. c. Payment: Payment will be made for the linear feet of underdrain installed at the applicable contract unit price and shall include providing and installing perforated PVC pipe, non degrading fiberous filter material, filter aggregate and all other related and necessary materials, work and equipment necessary to provide a finished and operable underdrain. Underdrain shall be restored per City standard underdrain detail on Sheet 90 of the Construction Drawings and in accordance with the Contract Specifications. d. No additional payment will be made for underdrain restoration where existing underdrains are disturbed by the Contractor away from the new pipeline alignment, service connections, or meter boxes unless directed by the Owner or the Owner's authorized Project Representative. e. Payment shall be made under: i. Item No. 20 — Underdrain Restoration as Directed by the Owner or the Owner's Authorized Project Representative 17. Bid Item No. 21 — Asphalt Paving Restoration as Directed by the Owner or the Owner's Authorized Project Representative Section IV -a 01630 -12 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Mission Hills Raw Water Main Conformed Set a. Description: This Bid Item describes measurement and payment for asphalt paving restoration, beyond the limits defined in other pay items, as directed by the Owner or the Owner's authorized Project Representative. The quantity to be paid for under this Item is the area in square yards acceptably furnished and installed. b. Measurement: Measurement will be the horizontal measurement of the square yards of asphalt paving restored as determined by the Owner or the Owner's authorized Project Representative. c. Payment: Payment will be made for the square yards of asphalt paving installed at the applicable contract unit price and shall include asphaltic concrete, base material, sub -base material, compaction, miscellaneous equipment and materials, testing and incidental work items. Milling and resurfacing of open cut intersections. d. No additional payment will be made for asphalt paving restoration where existing asphalt paving is disturbed by the Contractor away from the new pipeline alignment, service connections, or meter boxes unless directed by the Owner or the Owner's authorized Project Representative. e. Payment shall be made under: i. Item No. 21 — Asphalt Paving Restoration as Directed by the Owner or the Owner's authorized Project Representative. 18. Bid Item No. 22 — Unsuitable Material Excavation Below Grade as Directed by the Owner or the Owner's Authorized Project Representative a. Description: This bid item describes measurement and payment for additional material excavated below the normal trench depth beyond the limits defined in other pay items, as directed by the Owner or the Owner's authorized Project Representative. Measurement: The quantity to be paid for under this item is the volume in cubic yards of material removed as determined by field dimensions or survey and approved by the Owner or the Owner's authorized Project Representative. c. Payment: Payment will be for the number of cubic yards of material removed. The unit bid price includes labor, equipment, excavation, hauling, disposal, dewatering, and incidental items necessary to accomplish the work. d. Payment shall be made under: i. Item No. 22 — Unsuitable Material Excavation Below Grade as Directed by the Owner or the Owner's Authorized Project Representative. Section IV -a 01630 -13 Mission Hills Raw Water Main Conformed Set 19. Bid Item No. 23 — Select Backfill Below Grade as Directed by the Owner or the Owner's Authorized Project Representative a. Description: This bid item describes measurement and payment for select backfill below grade beyond the limits defined in other pay items, as directed by the Owner or the Owner's authorized Project Representative. b. Measurement: The quantity to be paid for under this item is the volume in cubic yards of material furnished, placed and compacted as determined by field dimensions or survey and approved by the Owner or the Owner's authorized Project Representative. c. Payment: Payment will be per cubic yard of material furnished, placed and compacted. The unit bid price includes labor, equipment, excavation, hauling, disposal, dewatering, and incidental items necessary to accomplish the work. d. Payment shall be made under: i. Item No. 23 — Select Backfill Below Grade as Directed by the Owner or the Owner's Authorized Project Representative. 20. Bid Item No. 24 — Asphalt Overlay as Directed by the Owner or the Owner's Authorized Project Representative a. Description: This bid item describes measurement and payment for asphalt pavement overlay placed beyond the limits defined in other pay items, as directed by the Owner or the Owner's authorized Project Representative. b. Measurement: The quantity to be paid for under this item is the area in square yards of asphaltic concrete paving acceptably furnished and installed as directed by the Owner or the Owner's authorized Project Representative. c. Payment: Payment will be according to the area in square yards of pavement overlay and the type of paving material as set forth on the Proposal. The unit bid price includes furnishing and installing asphaltic concrete, surface asphalt milling, miscellaneous equipment and materials, testing and incidental work items. No payment will be made for the installation of asphalt paving overlay where existing asphalt is disturbed by the Contractor away from the alignment of the new pipeline unless it is approved by the Owner's Representative. e. Payment shall be made under: i. Item No. 24— Asphalt Overlay as Directed by the Owner or the Owner's Authorized Project Representative. 21. Special Bid Item 25 — Owner's Contingency Section IV -a 01630 -14 Mission Hills Raw Water Main Conformed Set a. The work covered by this Bid Item consists of unforeseen items of work not included in other bid items but necessary for accomplishing the work and shall apply only to extra work or additional items over and above those specified or shown on the plans. The cost for unforeseen Utility Relocations will be paid for under a separate Pay Item. The cost of this additional work shall be agreed upon in writing and approved by the Owner or his authorized representative prior to starting this additional work. The value of the work shall be based on unit prices or similar bid items called for in the Proposal. b. Measurement: The quantities and cost of unspecified work to be paid under this item shall be agreed upon and approved in writing by the Owner or his authorized representative prior to starting this unspecified work. c. The bid price for this Bid Item shall be ten percent (10 %) of the total bid. This item will be treated as an allowance, against which the Owner, at his discretion, may direct work not shown on the plans, or require other additional work which falls within the general scope of work for the project, as approved in writing from the Owner. Each dollar of cost for the additional work will be considered one unit. The final project change order shall include all additional costs approved under the contingency. This item is for contingency if required during the course of the project to facilitate the project, and will be paid only after written authorization to include the item in the progress payments. B. Note for: Sod, Asphalt Pavement, Driveway, Concrete Sidewalk and Concrete Curb Replacement, Unsuitable Material Excavation Below Grade, Select Backfill Below Grade and Asphalt Overlay. 1. All costs associated with sod, asphalt pavement, driveway, concrete sidewalk and curb restoration and replacement, unsuitable material excavation below grade, select backfill below grade and asphalt overlay shall be included in the unit prices bid for the potable or raw water piping installed. No additional payment will be made for these items unless directed by the Owner or the Owner's authorized Project Representative. C. Note for: Erosion Control No additional payment will be made for erosion control features for raw water piping installation to protect the work areas and adjacent property. All costs associated with this item shall be included in the unit prices bid for the linear feet of potable or raw water piping. 2. Erosion control may include sheeting, shoring, trenching boxes, artificial coverings, mowing, sandbagging, slope drains, sediment basins, cleanouts, Section IV -a 01630 -15 Mission Hills Raw Water Main Conformed Set baled hay and straw, floating silt barrier, staked silt barrier, staked silt fence and seeding. 3. Erosion control is considered a subsidiary obligation of the Contractor and shall include furnishing and installing material, routine maintenance, mowing and removal of temporary erosion control features upon completion of construction. END OF SECTION Section IV -a 01630 -16 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Mission Hills Raw Water Main Conformed Set SECTION 02071 DIRECTIONAL BORING PART 1- GENERAL 1.01 DESCRIPTION OF WORK A. The work of this Section includes all labor, machinery, construction equipment and appliances required to perform in a good workmanlike manner all directional boring therein. 1. The overall work scope shall include, but not be limited to steerable directional boring (drilling) equipment, boring pits and equipment, sheeting, location signs as required, miscellaneous appurtenances to complete the entire Work as shown on the Contract Drawings, and restoration, including irrigation system replacement. Directional boring operations shall be performed within the right -of -way and/or easements shown on the Contract Drawings. B. The equipment used in directional boring, also known as Horizontal Directional Drilling, shall be of adequate commercial size and satisfactory working condition for safe operation, and may be subject to approval by the County or State at the discretion of the Engineer. Such approval, however, shall not relieve the Contractor of the responsibility for making a satisfactory installation meeting the criteria set forth herein. Only workmen experienced in directional boring operations shall be used in performing the Work. C. Provide all structures, safety equipment, and professional services required to provide for the health and safety of the general public and of personnel involved in directional boring work in accordance with the requirements of the regulatory agencies having jurisdiction. D. Take all measures necessary to protect surrounding public and private property, adjacent buildings, roads, drives, sidewalks, and appurtenances from damage due to directional boring work. Responsibility and payment for correction of such damage shall be the sole responsibility of the Contractor. E. The Directional Boring operation is to be operated in a manner to eliminate the discharge of water, drilling mud, and cuttings to the adjacent water bodies or to the land areas involved during the construction process. 1.02 REFERENCE DOCUMENTS A. FDOT Utility Accommodation Guide B. American Society for Testing and Materials (ASTM). C. American Water Works Associations (AWWA). Section IV -a 02071 -1 Mission Hills Raw Water Main Conformed Set 1.03 RELATED WORK A. Section 02610 Certa -Lok PVC Pipe. B. Section 02620 Diamond Lok -21 PVC Pipe. 1.04 QUALIFICATIONS A. Pipe Manufacture: All pipe for an individual directional drill installation shall be furnished by a single manufacturer who is fully experienced, reputable and qualified in the manufacture of the items to be furnished for HDD pipeline construction. B. The Directional Drill Contractor must have at least five years of directional drilling experience installing potable water, wastewater, or reclaimed water mains of at least 12 inches in diameter. Three references are to be provided to the Engineer during shop drawing submittal. C. All personnel shall be fully trained in their respective duties as part of the directional drilling crew and in safety. Each person must have at least five years of directional drilling experience. The Directional Bore Installer shall have a sufficient number of competent workers on the job at all times to insure the Directional Bore is made in a timely and satisfactory manner. D. Pipe Segment Fusions: All pipe fusing equipment and methods shall be performed by specialists who are certified by the pipe manufacturer for such operations. The specialists responsible for thermal butt fusing plastic pipe shall have manufacturer certification for performing such work and a minimum of five (5) years of experience performing this type of work. Documentation of the certification and the required work experience shall be submitted for approval during shop drawing submittal. E. Drilling Supervisor: A competent and experienced drilling supervisor representing the Directional Drill Contractor shall be present at all times during the actual drilling operations. This includes, but is not limited to, drilling equipment mobilization and set -up, drilling fluid preparation, boring, back - reaming and pulling. A responsible representative who is thoroughly familiar with the equipment and type of work to be performed must be in direct charge and control of the operation at all times. In all cases, the supervisor must be continually present at the job site during the actual Directional Bore operation. F. Drilling Fluid Specialist: The personnel responsible for supervising the supply, mixing, monitoring fluid quality, pumping and re- circulation system proposed for the drilling fluid shall have a written certification issued by the Drilling Fluid manufacturer for performing such work and a minimum of five years experience performing this type of work. If no certification is available, written Section IV -a 02071 -2 Mission Hills Raw Water Main Conformed Set documentation of the required work experience for the proposed personnel shall be submitted for review and approval. G Personnel who are unqualified, incompetent or otherwise not suitable for the performance of this project shall be removed from the job site and replaced with a suitable person. H. A professional land surveyor registered in the State of Florida will be required for certified as- builts as per specifications. 1.05 SUBMITTALS A. PRE - CONSTRUCTION SUBMITTALS 1. Drilling Materials: Detailed description including specifications and catalog cuts for: a. Pipe, fittings, tanks and materials to be furnished for the drilling equipment, dewatering and local drainage including the names of the suppliers. Shop drawings and catalog data for all HDD equipment. c. Steering and tracking devices including specific tracer wire. d. Drilling fluids: the drilling fluid submittal shall include the ratio of mixture to water, including any additives, based on the Contractor's field observations prior to construction, knowledge and experience with drilling in similar conditions, and any soil data provided in the Contract Documents, which shall be verified by the drilling fluid specialist. The Contractor is responsible for maintaining the quality of the drilling fluids during all boring work and shall engage a testing laboratory to sample and monitor the fluids at regular intervals, comparing results to the approved mixture. Field changes to the drilling fluids shall be approved by the drilling fluid specialist and reported to the Engineer. 2. Shop drawings for the specialized equipment to be used. 3. Shop drawings for the breakaway swivel, including the method of setting the swivel's break point and set point to be used, along with the product pipe manufacturers pullback force recommended setting. 4. A Bore Plan that includes the following: a. Contact information and experience for the drilling fluid specialist. Section 1V -a 02071 -3 Mission Hills Raw Water Main Conformed Set b. The number of passes the bore will include pipe pull -back. c. The pilot bore and all reaming bore sizes pullback with the product pipe. d. Drilling rod length in feet. prior to the product including the final e. The pilot bore, pre -ream bores (if any) and pullback production rate in minutes per (drilling) rod. f. The fluid pumping rate in gallons per minute for each drilling sequence. g- Details of the entry and exit pit locations along with entry and exit angles for the bore, and coordination with the design profile. 5. Details of the Drill Head device including types of cutters suitable for the variable subsurface soil and rock conditions at the site, drilling fluid port arrangements, connection to drill rod and devices for location tracking. Details of the Back Reaming device including types of cutters suitable for the variable subsurface soil and rock conditions at the site, drilling fluid port arrangements, connection to drill rod and devices for location tracking. 7. Site layout plan for entry and exit pit locations, drawn to scale, depicting the position of all required equipment, access points, existing facilities to remain in place, existing traffic lanes to be maintained in operation, office trailers and storage sites. 8. Pipe assembly procedure, details of support devices, and staging area layout including methods to avoid interference with local streets, driveways, and sidewalks. 9. Certified Work Zone Traffic control plan for all proposed traffic lane or sidewalk diversions or closures as outlined in Specification 44 of Section IV — Technical Specifications. Plans shall depict detailed sequences and requirements for traffic control devices required, dimensioned positions of all devices, and pavement striping. The Contractor must coordinate with City of Clearwater, FDOT, and Pinellas County for all traffic lane diversions or closures and obtain their permits or written approvals before performing any work in the public right of way. 10. Incident Reaction or Contingency Plan: The Contractor shall prepare and submit for review and approval to the Engineer an Incident Reaction Plan that will describe in detail the actions and materials to be used in the event that the proposed and approved construction activity or progress is Section IV -a 02071 -4 1 1 1 1 1 1 f 1 1 1 1 1 1 1 Mission Hills Raw Water Main Conformed Set stopped, deviated, delayed or obstructed, or the materials fail to perform as intended. The plan shall consider a typical range of failure scenarios and describe the required and intended reactions that will restore the work to its intended design. a. Regarding spills, the plan shall include, as a minimum, the monitoring and response activities presented in the Spill Contingency Plan included at the end of these specifications under Supplemental Information. These requirements are part of the FDEP Environmental Resource Permit for this project and must be followed. 11. Proposed construction schedule for all field activities. 12. An HDD schedule identifying daily work hours and working dates for each installation. 13. All test reports for tests completed as required by these Specifications. B. POST - CONSTRUCTION SUBMITTALS 1. The following AS- RECORDED DATA is required from the contractor and/or fusion provider to the Owner or pipe supplier upon request: a. The as- recorded plan and profile will reflect the actual installed alignment, and reflect the horizontal offset from the baseline and depth of cover and all utility facilities found during the installation. b. All fittings, valves, or other appurtenances will also be referenced and shown. c. A daily project log, along with tracking log sheets, should they be used, shall be provided. Tracking log sheet data, should it be employed, shall include any and all that apply, including inclination, depth, azimuth, and hydraulic pull -back and rotational force measured. PART 2 — PRODUCTS 2.01 DRILLING SYSTEM EQUIPMENT A. GENERAL Section W -a 02071 -5 Mission Hills Raw Water Main Conformed Set 1. The directional drilling equipment shall consist of a directional drilling rig of sufficient capacity to perform the bore and pull back the pipe, a drilling fluid mixing, delivery and recovery system of sufficient capacity to successfully complete the installation, a drilling fluid recycling system to remove solids from the drilling fluid so that the fluid can be reused (if required), a magnetic guidance system or walk -over system to accurately guide boring operations, a vacuum truck of sufficient capacity to handle the drilling fluid volume, and trained and competent personnel to operate the system. All equipment shall be in good, safe condition with sufficient supplies, materials and spare parts on hand to maintain the system in good working order for the duration of this project. B. DRILLING RIG 1. The directional drilling machine shall consist of a hydraulically powered system to rotate and push hollow drilling pipe into the ground at a variable angle while delivering a pressurized fluid mixture to a guidable drill (bore) head. The machine shall be anchored to the ground to withstand the pulling, pushing and rotating pressure required to complete the installation. The hydraulic power system shall be self - contained with sufficient pressure and volume to power drilling operations. Hydraulic system shall be free of leaks. Rig shall have a system to monitor and record maximum pull -back pressure during pull -back operations. There shall be a system to detect electrical current from the drill string and an audible alarm which automatically sounds when an electrical current is detected. C. DRILL HEAD The horizontal directional drilling equipment shall produce a stable fluid lined tunnel with the use of a steer -able drill head and any subsequent pre - reaming heads. 2. The system must be able to control the depth and direction of the drilling operation. 3. Drill head shall contain all necessary cutters and fluid jets for the operation, and shall be of the appropriate design for the ground medium being drilled. D. MUD MOTORS (If Required) 1. Mud motors shall be of adequate power to turn the required drilling tools. E. DRILL PIPE Section IV -a 02071 -6 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Mission Hills Raw Water Main Conformed Set 1. Shall be constructed of high quality 4130 seamless tubing, grade D or better, with threaded box and pins. Tools joints should be hardened to 32- 36 RC. 2.02 GUIDANCE SYSTEM A. GENERAL 1. An electronic walkover tracking system or a Magnetic Guidance System (MGS) probe or proven gyroscopic probe and interface shall be used to provide a continuous and accurate determination of the location of the drill head during the drilling operation. The guidance shall be capable of tracking at all depths up to fifty feet and in any soil condition, including hard rock. It shall enable the driller to guide the drill head by providing immediate information on the tool face, azimuth (horizontal direction), and inclination (vertical direction). The guidance system shall be accurate and calibrated to manufacturer's specifications of the vertical depth of the borehole at sensing position at depths up to fifty feet and accurate to 2 feet horizontally. B. COMPONENTS 1. The Contractor shall supply all components and materials to install, operate, and maintain the guidance system. The guidance system shall be of a proven type, and shall be set up and operated by personnel trained and experienced with the system. The operator shall be aware of any geo- magnetic anomalies and shall consider such influences in the operation of the guidance system. 2.03 DRILLING FLUID (MUD) SYSTEM A. MIXING SYSTEM 1. A self - contained, closed, drilling fluid mixing system shall be of sufficient size to mix and deliver drilling fluid composed of bentonite clay, potable water, and appropriate additives. Mixing system shall be able to molecularly shear individual bentonite particles from the dry powder to avoid clumping and ensure thorough mixing. The drilling fluid reservoir tank shall be minimum of 1,000 gallons. Mixing system shall continually agitate the drilling fluid during drilling operations. B. DRILLING FLUIDS 1. Drilling fluid shall be composed of clean water and bentonite clay. Water shall be from an authorized source with a pH of 8.5 ce 10. Water of a lower pH or with excessive calcium shall be treated with the appropriate Section 1V -a 02071 -7 Mission Hills Raw Water Main Conformed Set amount of sodium carbonate or equal. No additional material may be used in drilling fluid without prior approval from ENGINEER. The bentonite mixture used shall have the minimum viscosities as measured by a March funnel: Rocky Clay - 60 seconds Hard Clay - 40 seconds Soft Clay - 45 seconds Sandy Clay - 90 seconds Stable Sand - 80 seconds Loose Sand - 110 seconds Wet Sand - 110 seconds 2. These viscosities may be varied to best fit the soil conditions encountered, or as determined by the operator. C. DELIVERY SYSTEM 1. The mud pumping system shall have a minimum capacity of 35 -500 GPM and the capability of delivering the drilling fluid at a constant minimum pressure of 1200 psi. The delivery system shall have filters in -line to prevent solids from being pumped into drill pipe. Used drilling fluid and drilling fluid spilled during operations shall be contained and conveyed to the drilling fluid recycling system or shall be removed by vacuum trucks or other methods acceptable to ENGINEER. A berm, minimum of 12 inches high, shall be maintained around drill rigs drilling fluid mixing system, entry and exit pits and drilling fluid recycling system to prevent spills into the surrounding environment. Pumps and or vacuum truck(s) of sufficient size shall be in place to convey drilling fluid from containment areas to storage and recycling facilities for disposal. 2.04 OTHER EQUIPMENT A. PIPE ROLLERS 1. Pipe rollers, if required, shall be of sufficient size to fully support the weight of the pipe during handling and pullback operations. 2. A sufficient quantity of rollers and spacing, per the pipe supplier's guidelines shall be used to assure adequate support and excessive sagging of the product pipe. B. PIPE PULL HEADS 1. Pipe pull heads shall be utilized that employ a positive through -bolt design assuring a smooth wall against the pipe cross - section at all times. Section IV -a 02071 -8 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Mission Hills Raw Water Main Conformed Set 2. Pipe pull heads shall be specifically designed for use with Certa -Lok PVC, Diamond Lok -21 PVC or HDPE pipe and shall be as recommended by the pipe supplier. C. RESTRICTIONS 1. Other devices or utility placement systems for providing horizontal thrust other than those previously defined in the preceding sections shall not be used unless approved by the Engineer prior to commencement of the work. Consideration for approval will be made on an individual basis for each specified location. The proposed device or system shall maintain line and grade within the tolerances prescribed by the particular conditions of the project. 2.05 EROSION CONTROL A. Provide silt fence, floating turbidity barriers and hay bales as approved under FDOT Standard Specifications for use near open water bodies, wetlands, ditches, inlets or other areas where runoff could pollute nearby water bodies. 2.06 STORAGE AND HANDLING OF MATERIALS A. Inspect materials delivered to the site for damage. All materials found to have cracks, flaws, cuts, abrasions or other major defects shall be rejected and removed from the job site immediately. B. Store materials under cover out of direct sunlight. Do not store directly on the ground. Keep all materials free of dirt and debris. Disposal of fluids is the responsibility of the Contractor, and shall be performed in accordance with all permits and applicable federal, state or local environmental regulations. Upon completion the area shall be completely cleaned of all debris, spilled fluids and damaged plants, and restored to existing or better conditions. PART 3 — EXECUTION 3.01 DIRECTIONAL DRILLING OPERATIONS A. GENERAL 1. The Contractor shall provide all material, equipment, and facilities required for directional drilling. Proper alignment and elevation of the bore hole shall be consistently maintained throughout the directional Section IV -a 02071 -9 Mission Hills Raw Water Main Conformed Set drilling operation. The method used to complete the directional drill shall conform to the requirements of all applicable permits. 2. The entire drill path shall be accurately surveyed with entry and exit stakes placed in the appropriate locations. If Contractor is using a magnetic guidance system, drill path will be surveyed for any surface geo- magnetic variations or anomalies. 3. The directional boring equipment shall be operated by individuals trained by the manufacturer as experienced operators. 4. The directional boring equipment shall produce a stable, clay sealed tunnel with a minimum burial depth of 30 -inch for the carrier pipe installation. 5. Locations for the drilling equipment and storage of materials shall be coordinated with the Engineer to minimized damage to existing features and property. All equipment and materials shall remain in Public Right - of -Way or Easements, unless written permission from the property owners allows the placement of equipment on private property. 6. The directional boring equipment shall employ a fluid cutting technique. The soil shall be cut by small diameter, high pressure jets of liquefied clay. The jets shall cut the soil in advance of the boring tool, impregnating and lining the tunnel wall with clay. The clay shall be totally inert and pose no environmental risk. A pilot hole shall be drilled with an appropriately sized drill pipe. The pilot hole will then be increased to the appropriate diameter by a reaming operation. The boring tool will then be connected to the PVC pipe, and the boring tool shall pull the carrier pipe through the clay lined tunnel as it traverses under the surface being crossed. The pulling strength of the boring equipment shall not exceed PVC pipe safety pull strength as per manufacturer's recommendations. Surface excavations shall be limited to small launching and receiving pits. Pits shall be no larger than that required for launching and receiving. Adequate "pit- tail" lengths of service connection piping shall be provided at both the launching and receiving ends to facilitate service connection assembly. 7. Readings shall be recorded after advancement of each successive drill pipe (no more than 10 feet) and the readings plotted on a scaled drawing of f- inch = 2 feet, both vertical and horizontal. Access to all recorded readings and plan and profile information shall be made available to the Owner or the owner's authorized Project Representative, at all times. At no time shall the deflection radius of the drill pipe exceed the deflection limits of the carrier pipe as specified herein. B. REAMING Section 1V-a 02071 -10 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Mission Hills Raw Water Main Conformed Set 1. Upon approval of the pilot hole location by the Engineer, the hole opening or enlarging phase of the installation shall begin. The borehole diameter shall be increased to the size recommended by the pipe manufacturer to accommodate the pullback operation of the PVC pipe. The type of hole opener or back reamer to be utilized in this phase shall be determined by the types of subsurface soil conditions that have been encountered during the pilot hole drilling operation. The reamer type shall be at the Contractor's discretion. C. PIPE PULLBACK OPERATION 1. Pipe shall be fused prior to insertion, if the site and conditions allow, into one continuous length. 2. The pipes shall be assembled in a manner that does not obstruct adjacent roads or City, County, or Public activities adjacent to the layout areas except as directed otherwise by the owner's authorized Project Representative. 3. The Contractor shall provide adequate support/rollers along the stringing area to support the required length of the PVC pipe for each bore. Such support/rollers shall be comprised of a non - abrasive material arranged in a manner to provide support to the bottom and bottom quarter points of the pipeline allowing for free movement of the pipeline during pullback. 4. Each length of pipe shall be inspected and cleaned as necessary to be free of debris immediately prior to joining. 5. All PVC pipe mains installed by shallow directional boring shall be provided with an insulated (2) 12 -gauge Copperhead Extra High Strength copper -clad steel tracer wires as manufactured by Copperhead Industries or approved equal with color coded insulation for pipe location purposes. These wires are to be continuous with splices made only by methods approved by the Engineer. Wire is to be secured to all valves, tees, and elbows. The locator wires shall be tested by voltage of at least 12 DC. Test each wire with both positive and negative charge with not more than 1 volt of loss per 1000 feet will be allowed. The wires will be pre- tested at time of pressure test of pipeline. If pretest fails for both wires, pressure test will not be done until wire is repaired. Final wire testing to be at job finish. If this test fails, the Contractor is responsible for repairing the locator wires. See Section 15065 for additional information. 6. Pulling Loads: The maximum pull (axial tension force) exerted on the PVC pipelines shall be measured continuously and limited to the maximum allowed by the pipe manufacturer so that the pipe or joints are not overstressed. Section IV -a 02071 -11 Mission Hills Raw Water Main Conformed Set 7. Torsion and Stresses: A swivel shall be used to connect the HDPE pipeline and tracer wires to the drill pipe to prevent torsional stresses from occurring in the pipe. 8. Pipeline Support: The pipelines shall be adequately supported during installation so as to prevent overstressing or buckling. 9. The Contractor shall at all times handle the pipe in a manner that does not overstress the pipe. Vertical and horizontal curves shall be limited so that wall stresses do not exceed 50 percent of yield stress for flexural bending of the pipe. If the pipe is buckled or otherwise damaged, the damaged section shall be removed and replaced by the Contractor at his expense. The contractor shall take appropriate steps during pullback to ensure that the pipe will be installed without damage. 10. During the pullback operation, the Contractor shall monitor roller operation and sidebooms if required to assist movement of the pipe. Surface damage shall be repaired by Contractor before pulling operations resume. 11. The lead end of the pipe shall be closed during the pull back operation. 12. After the carrier pipe is completely pulled through the tunnel, a sufficient relaxation period, as recommended by the specified pipe manufacturer, shall be provided prior to the final pipe tie -in. 13. The Contractor shall install, maintain, and leave in place any sheeting, underpinning, cribbing, and other related items (other than that required for the boring and receiving pits) to support any structure or facility affected by the boring operations. The Engineer, depending upon existing conditions, may require that additional sheeting for the excavation be left in place. 14. Contractor shall hydrostatically test each line according to the City's required test procedures and these Technical Special Provisions after installation of complete pipeline services. Pressure shall be monitored with certified instruments during the test. The requirements for testing shall be met. D. HANDLING DRILLING FLUIDS AND CUTTINGS 1. During the drilling, reaming, or pullback operations, the Contractor shall make adequate provisions for handling the drilling fluids, or cuttings at the entry and exit pits. These fluids must not be discharged into the waterways. When the Contractor's provisions for storage of the fluids or cuttings on site are exceeded, these materials shall be hauled away to a suitable legal disposal site. After completion of the directional drilling Section IV -a 02071 -12 Mission Hills Raw Water Main Conformed Set work, the entry and exit pit locations shall be restored to original conditions. The Contractor shall comply with all permit provisions. E. NEARBY UTILITIES 1. Nearby Utilities — The drawings show existing buried utilities that are believed to be near the directional drill alignment. There is no guarantee that these utilities are located as shown or that other utilities may be present. It will be the Contractor's responsibility to locate all nearby utilities or other subsurface obstructions that may interfere with the work by excavating windows on the pipeline alignment or other means. Further information on existing utilities can be obtained from the Owner or the applicable private utility company. F RESPONSIBILITY 1. The Contractor shall be fully responsible for the steerable, clay lined directional drilling operation. Any noticeable surface defects resulting from improper operation of this boring equipment shall be repaired by the Contractor at his expense. G CLEANING AND SIZING PIGS 1. After the pipe is in place, cleaning pigs shall be used to remove residual water and debris. After the cleaning operation, the Contractor shall provide and run a sizing pig to check for abnormalities in the form of buckles, dents, excessive out -of- roundness, and any other deformations. The sizing pig run shall be considered acceptable if the survey results indicate that there are no sharp anomalies (e.g. dents, buckles, gouges, and internal obstructions) greater that 2 percent of the nominal pipe diameter, or excessive ovality greater than 5 percent of the nominal pipe diameter. For gauging purposes, dent locations are those defined above which occur within a span of five feet or less. Pipe ovality shall be measured as the percent difference between the maximum and minimum pipe diameters. For gauging purposes, ovality location are those defined above which exceed a span of five feet. H. SUCCESSFUL COMPLETION 1. The contractor shall be considered as having completed the requirements of any directional boring when he has successfully completed the work and tested the pipe to the satisfaction of the Engineer. 2. Following drilling operations, Contractor will de- mobilize equipment and restore the work site to the original conditions or better. All excavations will be backfilled and compacted according to the specifications. Section 1V -a 02071 -13 Mission Hills Raw Water Main Conformed Set 3. Surface restoration shall be completed in accordance with the requirements of the contract, to a condition as good as or better than existed prior construction. END OF SECTION Section IV -a 02071 -14 Mission Hills Raw Water Main Conformed Set SECTION 02155 RAILROAD AND ROAD CROSSING (JACK & BORE) PART 1— GENERAL 1.01 SCOPE OF WORK A. Furnish all labor, equipment, materials and incidentals required and install pipe and sleeve by jacking under the CSX railroad tracks and roadways at the locations shown on the Drawings and described in this specification section. The work shall be done in strict accordance with the requirements of the Standard Railroad Specifications, Department of Transportation Specifications, and insurance requirements as included in the Appendix, as shown on the Drawings and as specified herein. B. Prior to installing the jacking sleeve, retain at Contractor's own expense the services of a competent civil and/or geotechnical engineer with 5 years demonstrated experience in the design and installation of jacking sleeves, pipes and appurtenances. The aforementioned engineer shall, prior to submittal as required under Paragraph 1.03 below, approve and affix his/her stamp to the Contractor's drawings and design concept for the jackings. The drawings and design concept shall include but not be limited to the dewatering, soil stabilization, jacking pits, jacks, reaction blocks and installation schedule. The Contractor's engineer shall avail himself of all the available information contained on the contract drawings and herein and shall be responsible for making whatever additional investigations of the site and the conditions thereon that he /she may deem necessary. C. Continuously keep the jacking pits' subgrade free from ground and surface waters during the operation and shall be prepared to implement additional groundwater control on short notice as directed by the Engineer. Observed water levels prior to construction are to be below the invert elevation of the jacking pits. Groundwater control along and at the face of the jacking sleeve shall include chemical grout stabilization as required. D. Be fully responsible for inspecting the location where the pipes are to be installed and shall familiarize himself with the conditions under which the work will be performed and with all necessary details as to the orderly prosecutive of the work. The omission of any details for the satisfactory installation of the work in its entirety which may not appear herein, shall not relieve the Contractor of full responsibility. E. Prepare to work at night and on Saturday and Sunday, if required to complete the work. After the operation has begun, work continuously (24 hours a day) until the complete length of pipe has been installed. F If any movement or settlement occurs which causes or might cause damage to existing structure over, along or adjacent to the work, immediately stop any or all work except that which assists in making the work secure and in preventing further Section IV -a 02155 -1 Mission Hills Raw Water Main Conformed Set movement, settlement or damage. Resume jacking only after all necessary precautions have been taken to prevent further movement, settlement or damage, and repair the damage, at the Contractor's own cost and to the satisfaction of the Engineer. G. Conform to all requirements of applicable permits. 1.02 RELATED WORK A. Concrete and reinforcing steel is included in Paragraphs 6 and 8 of Section IV — Technical Specifications. 1.03 SUBMITTALS A. Submit to the Engineer, in accordance with Paragraph 6.11 of Section III — General Conditions, at least 3 weeks prior to the scheduled start of any jacking operations, as evidence of compliance with the requirements of this Section. 1. Stamped drawings and calculations as specified in Paragraph 1.01 above. 2. Shop Drawings showing size, location and design calculations for reaction blocks and jacking pits. 3. Number and capacities of jacks. 4. Size, arrangement and installation of soil stabilization and dewatering equipment. 5. Detailed description of equipment, materials, sequence and procedures for jacking both steel sleeve with shield and interceptor pipe including provisions for standby and backup equipment. 6. Revisions to shop drawings, as necessary to accommodate field conditions and/or comply with the requirements specified herein. B. Acceptance of the submitted material by Engineer does not indicate acceptance of responsibility for the means and methods of construction. The Contractor shall be totally responsible for the entire jacking operation. 1.04 REFERENCE STANDARDS A. American Society for Testing and Materials (ASTM) 1. ASTM A53 - Standard Specification for Pipe, Steel, Black and Hot - Dipped, Zinc - Coated, Welded and Seamless. Section IV -a 02155 -2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Mission Hills Raw Water Main Conformed Set 2. ASTM C32 - Standard Specification for Sewer and Manhole Brick (Made from Clay or Shale). 3. ASTM C144 - Standard Specification for Aggregate for Masonry Mortar. 4. ASTM C150 - Standard Specification for Portland Cement. 5. ASTM C207 - Standard Specification for Hydrated Lime for Masonry Purposes. B. American Water Works Association (AWWA) 1. AWWA C200 - Steel Water Pipe 6 -in (150mm) and Larger. 2. AWWA C203 - Coal -Tar Protective Coatings and Linings for Steel Water Pipelines - Enamel and Tape - Hot - Applied. 3. AWWA C206 - Field Welding of Steel Water Pipe. C. American Welding Society (AWS) D. Where reference is made to one of the above standards, the revision in effect at the time of bid opening shall apply. PART 2 — PRODUCTS 2.01 MATERIALS A. Steel casing pipe shall have a minimum yield strength of 35,000 psi, have a minimum thickness as shown in the table below, be equipped with grout holes as specified herein, be designed to withstand Cooper's E -80 railroad loading where the steel casing pipe crosses under railroad tracks and conform to AWWA C200 and ASTM A53. Steel casing pipe shall be painted inside and outside with two coats bitumastic enamel coating paint in accordance with AWWA C203. Crossin g Carrier Pipe Nominal Diameter (inch) Casing Pipe Nominal Diameter (inch) Wall Thickness (inch) Casing Pipe Grade CSX Railroad Crossing 8 18 0.312 36 erta -Lok PVC pipe shall be as shown on the Contract Drawings and as specified in Specification 02610 of Section IVa — Supplemental Technical Specifications. Section IV -a 02155 -3 Mission Hills Raw Water Main Conformed Set C. Brick bulkheads shall be of sound, uniformly burned brick conforming to ASTM C32, Grade stainless steel. D. Mortar shall consist of 1 part cement, 1/4 part lime and 2 parts sand. Sand shall comply with ASTM C 144; lime shall comply with ASTM C207, Type S; cement shall comply with ASTM C150, Type II. E. Cement grout shall consist of a mixture of about 1 part cement to 6 parts sand which shall be subject to increase or decrease in the amount of cement necessary or as permitted, to provide good flowing characteristics. F Upon completion of the installation of the steel pipe encasement, the Contractor shall furnish and install a non - metallic boltless casing spacers on the carrier pipes as described below. Casing spacers shall be spaced a maximum of eight (8) feet apart along the length of the carrier pipe with one casing spacer within two (2) feet of each side of a pipe joint and the rest evenly spaced. Wood skids are not an acceptable method of supporting the carrier pipe. 1. Casing spacers shall be all non - metallic (polypropylene), molded in segments for field assembly without any special tools. Spacer segments shall be secured around carrier pipe by insertion of a Slide -Lock. The casing spacer polymer shall contain ultraviolet inhibitors and shall have a minimum compressive strength of 3,000 psi, an 800 Volts /mil dielectric strength and impact strength of 1.5 ft- lbs. /inch. Each casing spacer shall have full length, integrally molded skids extending beyond the bell or mechanical joint of the carrier pipe. 2. Each casing spacer and end seal shall be manufactured at a facility that has a Registered ISO 9001:2000 Quality Management System. Copy of current ISO 9001:2000 Registration shall be provided with material submittal. The casing spacers shall be the PSI Ranger II® Casing Spacers as manufactured by Pipeline Seal and Insulator, Inc., Houston, Texas or approved equal. Spacers shall be at least as wide as listed below. Carrier Pipe Diameter Inches (mm) Ranger II Model Length Inches (mm) 0.83 to 3.07" (21 to 78) Micro 2.13" (54) 2.48 to 5.51" (63 to 140) Mini 3.15" (80) 5.51 to 16.65" (140 to 423 ) Midi 5.12" (130) Section IV -a 02155 -4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Mission Hills Raw Water Main Conformed Set Carrier Pipe Diameter Inches (mm) Ranger II Model Length Inches (mm) 16.77 to 25.98" (426 to 660) Medi 6.87" 174 ( } 25.98 to 37.60" (660 to 955) Maxi 8.86" (225) PART 3 — EXECUTION 3.01 JACKING PITS A. The pits shall be shaped with steel sheet piling or other materials that shall be of adequate strength. Braced steel sheeting shall be used to support the sides of the excavation for the pits. B. Furnish, install and remove, to the extent required, thrust blocks or whatever provisions may be required in driving the sleeves and pipes forward. C. Steel rails or beams embedded in the concrete shall be used in the pit for placement and alignment of each piece of steel sleeve or ductile iron pipe during installation operations. D. Be fully responsible for the removal of the pits including the breaking up, removing and disposing of concrete, if so required, or cutting off of sheeting and furnishing and placing screened gravel rill to the normal subgrade as may be required following the installation operations. 3.02 JACKING OPERATIONS A. Be fully responsible for preventing the occurrence of voids outside the jacking sleeve and if they occur, fill them with cement grout with a method approved by the Engineer. In order to minimize the amounts of voids produced during excavation in the forward end of the sleeve, a jacking shield shall be required. B. Proper alignment and elevation of the sleeves or pipes shall be consistently maintained throughout the jacking operation. C. Be required to use a jacking ring consisting of either steel or concrete construction. This jacking ring will allow the jacking pressure to be distributed evenly around the wall of the jacking pipe. Section IV -a 02155 -5 Mission Hills Raw Water Main Conformed Set D. The use of a jacking frame shall be required. It shall be fabricated from structural steel members and shall be designed to distribute the stresses from the jacks evenly to the jacking ring. E. Steel casing pipe sections shall have beveled ends with a single v- groove and shall be full penetration butt welded on the outside of the sleeve in accordance with the applicable portions of AWWA C206 and AWS D7.0 for the field welded water pipe joints. All joints of the steel casing shall be butt welded prior to being subject to the jacking operation. The welded joints shall be wire brushed and painted with bitumastic enamel coating in accordance with AWWA C203. F. After the casing pipe has been completely installed, thoroughly clean the interior. Place within the casing, the pipe using the non - metallic casing spacers as shown on the Drawings. G. After the pipe is installed with the casing, conduct a leakage test on pipe as designated by the Engineer. Any leaks which are discovered during the testing phase shall be repaired to the satisfaction of the Engineer. H. Brick bulkheads 8 -in wide minimum shall be installed at each end of the sleeve after the pipe has been installed. The portion of the pipe passing through the brick bulkhead shall be wrapped with three layers of 151b asphalt impregnated felt before the bulkhead is constructed. I. If a pipe is laid within a 1.5 to 1 slope from a point 10 -ft off of the tracks centerline, take precaution to keep the soil from running by either sheeting or other approvable methods to the Engineer of Design of the Railroad. END OF SECTION Section IV -a 02155 -6 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Mission Hills Raw Water Main Conformed Set SECTION 02610 CERTA -LOCK PVC PIPE PART 1— GENERAL 1.01 WORK INCLUDED A. This section supersedes Specification Section IV.41.2.2.2. It specifies Certa -Lok polyvinylchloride pipe, including standards for dimensionality, testing, quality, safe handling, and storage. B. Furnish all labor, materials and equipment required to install 4, 6, 8, and 12 inches Certa -Lok C900/RJ PVC raw water mains pipe in accordance with the requirements of the Contract Documents. The pipe size, type and length shall be as specified herein and as shown on the Drawings. Work shall include and not be limited to proper installation, testing, restoration of underground utilities and environmental protection and restoration. 1.02 SCOPE A. This specification covers thrust - restrained Poly -Vinyl Chloride (PVC) pipe, in nominal sizes 4 tol2 inches with cast iron outside diameters. Pipe is included for use as a pressure -rated water delivery system, reclaim water system, as well as in sewer force main and fire protection piping applications. B. Contractor shall be responsible for all installation processes and procedures associated with the installation by horizontal directional drilling in accordance with Specification Section 02071, or by open -cut in accordance with Specification Section IV.41.3.2.2. 1.03 REFERENCE DOCUMENTS A. American Society for Testing Materials (ASTM) 1. ASTM D 1784: Standard for Rigid PVC Compounds and Chlorinated PVC Compounds ASTM D2837: Standard Test Method for Obtaining Hydrostatic Design Basis for Thermoplastic Pipe Materials 2. ASTM D3139: Standard Specification for Joints for Plastic Pipes Using Flexible Elastomeric Seals 3. ASTM F477: Standard Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe B. American Water Works Association (AWWA) Section IV -a 02610 -1 Mission Hills Raw Water Main Conformed Set 1. AWWA C900: Standard for PVC Pressure Pipe Fabricated Fittings, 4 Through 12 inches, for Water Distribution 1.04 REQUIREMENTS A. GENERAL 1. Products delivered under this specification shall be manufactured only from water distribution pipe and couplings conforming to AWWA C900/C905. The restrained joint pipe shall also meet all short and long term pressure test requirements AWWA C900/C905. Pipe, couplings, and all locking spline components used thereon shall be completely non- metallic to eliminate corrosion problems. B. MATERIALS 1. Pipe and couplings shall be made from unplasticized PVC compounds having a minimum cell classification of 12454, as defined in ASTM D1784. The compound shall qualify for a Hydrostatic Design Basis (HDB) of 4000 psi for water at 73.4 Degrees F, in accordance with the requirements of ASTM D2837. C. APPROVALS 1. Restrained joint pipe products shall been tested and approved by an independent third -party laboratory for continuous use at rated pressure. Copies of Agency approval reports or product listing shall be provided to the Engineer. Products intended for contact with potable water shall be evaluated, tested, and certified for conformance with NSF Standard 61 by an acceptable certifying organization. D. DIMENSIONS 1. Nominal outside diameters and wall thicknesses of thrust- restrained pipe shall conform to the requirements of AWWA C900. Thrust- restrained pipe shall be furnished in sizes 4, 6, 8 and 12 inches Class 150 and Class 200. Pipe shall be furnished in standard lengths of 20 feet. Dimensions of the pipe thrust restraint grooves shall be in accordance with manufacturer's specifications. E. JOINTS 1. The pipe shall be joined using non - metallic couplings which, together, have been designed as an integral system for maximum reliability and interchangeability. High - strength flexible thermoplastic splines shall be Section IV -a 02610 -2 Mission Hills Raw Water Main Conformed Set inserted into matting precision - machined groves in the pipe and coupling to provide full 360 degree restraint with evenly distributed loading. Couplings shall be designed for use at the rated pressure of the pipe with which they are utilized, and shall incorporate twin elastomeric sealing gaskets meeting the requirements of ASTM F477. Joints shall be designed to meet the leakage test requirements of ASTM D3139. F. QUALITY CONTROL 1. Every pipe and machined coupling shall pass AWWA C605 hydrostatic proof test requirements. MARKING 1. Pipe shall be legibly and permanently marked in ink with the following information. a. Manufacturer and Trade Name b. Nominal Size & DR Rating /Pressure Class c. Hydrostatic Proof Test Pressure d. (NSF -61) e. Manufacturing Date Code 2. Pipe and couplings shall also bear the mark of the certifying agency(s) which have tested and approved the product for use in fire protection applications. H. WORKMANSHIP 1. As defined in AWWA C900, pipe and couplings shall be homogeneous throughout and free from voids, cracks, inclusions, and other defects, and shall be as uniform as commercially practicable in color, density, and other physical characteristics. I. No cross connection between the reclaimed water system and the potable water system shall be allowed. At all locations where reclaimed water service is provided, the public potable water supply shall be protected by installation of an approved backflow prevention device. J. WARRANTY 1. The pipe shall be warranted for one year after substantial completion per the pipe supplier's standard terms. Section IV -a 02610 -3 Mission Hills Raw Water Main Conformed Set 1.05 SUGGESTED SOURCE OF SUPPLY A. Restrained Joint PVC Pipe shall be Certain Teed's Certa -Lok C900 /RJ System, or approved equal. 1.06 SUBMITTALS A. In general, shop drawings and related manufacturer's product certification shall be made in accordance with Paragraph 6.11.1 of Section III - General Conditions of the Contract Documents for approval prior to construction or fabrication of the material by the manufacturer. B. The following PRODUCT DATA is required from the pipe /fittings supplier: 1. Pipe Size 2. Dimensionality 3. Pressure Class per applicable standard 4. Color 5. Recommended Minimum Bending Radius 6. Recommended Maximum Safe Pull Force 7. Pipe and installation services warranty information. 8. Written procedural documentation for piping products including proper handling and storage, installation, tapping, and testing. 1.07 SEPARATION OF RAW WATER, POTABLE WATER, AND WASTEWATER LINES A. A minimum horizontal separation of 6 feet outside to outside shall be maintained between raw water or potable water mains and sanitary sewers or sanitary force mains. Where a raw or potable water main crosses a sanitary sewer or a sanitary force main, a minimum of 18 inches vertical clearance shall be maintained. Where 18 inches of vertical clearance cannot be maintained, the crossing shall be arranged so that the joints of the two pipes are equidistant from the point of crossing with no less than 10 feet between any two joints. Alternatively, the raw water main may be placed in a casing to obtain the equivalent of the required 10 feet separation. B. A minimum horizontal separation of 3 feet outside to outside shall be maintained between raw and potable water mains and reclaimed water mains or storm water mains. Where a raw or potable water main crosses a reclaimed water or a storm water main, a minimum of 18 inches vertical clearance shall be maintained. 1.08 SYSTEM IDENTIFICATION A. All raw water piping and appurtenances shall be clearly identified to inform the public and employees that the water is not intended for drinking. B. The following features shall be included in the design of raw water facilities: Section IV -a 02610 -4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Mission Hills Raw Water Main Conformed Set 1. All buried PVC raw water transmission piping shall be color coded green. All buried raw water PVC piping shall receive one strip of non - detectable adhesive backed identification tape. Tape shall be olive green, 6- inches wide with black letters. Tape for the raw water piping shall read "CAUTION, RAW WATER LINE" and repeat every 16- inches. Tape shall be manufactured by Nadco Tapes & Labels, Inc. 2. All above ground valves, meters, and other devices, and other appurtenances shall be painted olive green. 3. Covers for all valve boxes, meter boxes, and other below ground devices on the raw water system shall be painted olive green. Covers shall be permanently embossed with the wording "Raw Water ". Valve boxes shall be square, U.S. Foundry or approved equal. PART 2 — PRODUCTS 2.01 CERTA -LOK POLYVINYL CHLORIDE (PVC) PIPE A. The pipe material to be used shall meet AWWA C900 standards for Polyvinyl Chloride pressure pipe and fittings with a dimension ratio DR18 or DR14. All other pipe shall have the written approval of the ENGINEER and meet all submittal review as an optional approved product. The pipe shall be designated as Certa -Lok C900 /RJ as manufactured by CertainTeed Corporation. B. The pipe shall be joined using separate PVC coupling with beveled edges, built -in sealing gaskets and restraining grooves. The restraining splines shall be square or rectangular, and made from Nylon 101. C. Exposed splines shall be cut flush to coupling to reduce soil drag. D. Couplings shall be beveled on leading edges to minimize soil friction. E. CONTRACTOR shall adhere to the pipe manufacturer's most current calculations regarding tensile load limitations for trenchless application. This calculation shall be part of the required submittal (see chart below). Size (inch) SDR Class Pipe O.D. (inch) Coupling O.D. (inch) Maximum Pull -In Force Tightest Bending Maximum Pull - In Force Straight t g Pull (No Bending) 4 18 150psi 4.80 5.964 6,700 lbs. 8,200 lbs. 6 18 150psi 6.90 8.366 9,000 lbs. 12,800 lbs. 8 18 150psi 9.05 10.947 18,000 lbs. 25,200lbs. 41,100 lbs. 12 18 150psi 13.20 15.836 26,440 lbs. Section IV -a 02610 -5 Mission Hills Raw Water Main Conformed Set F CONTRACTOR shall adhere to the pipe manufacturer's most current recommendations regarding radius of curvature for Certa -Lok C900/RJ pipe used for trenchless application. This calculation of each bore shall be part of the required submittal prior to work. Pipe Diameter (inch) Min. Radius of Curvature (ft.) Offset per 20. Length (ft.) Deflection per 20. Length 4 100 24 11.5 Degrees 6 150 16 7.6 Degrees 8 200 12 5.7 Degrees 12 300 8 3.8 Degrees 2.02 LOCATOR WIRE A. Pipe installed by directional drilling or by open cut shall be laid with two (2) tracer wires for location purposes. Refer to Section 15065 in Section IVa — Supplementary Technical Specifications for additional requirements for tracer wires. PART 3 — EXECUTION 3.01 DELIVERY AND OFF- LOADING A. All pipes shall be bundled or packaged in such a manner as to provide adequate protection of the ends during transportation to the site. Any pipe damaged in shipment shall be replaced as directed by the Owner or Engineer. B. Each pipe shipment should be inspected prior to unloading to see if the load has shifted or otherwise been damaged. Notify Owner or Engineer immediately if more than immaterial damage is found. Each pipe shipment should be checked for quantity and proper pipe size, color and type. C. Pipe should be loaded, off - loaded, and otherwise handled in accordance with AWWA M23, and all of the pipe supplier's guidelines shall be followed. D. Off- loading devices such as chains, wire rope, chokers, or other pipe handling implements that may scratch, nick, cut, or gouge the pipe are strictly prohibited. E. During removal and handling, be sure that the pipe does not strike anything. Significant impact could cause damage, particularly during cold weather. 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. Section IV -a 02610 -6 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Mission Hills Raw Water Main Conformed Set 3.02 HANDLING AND STORAGE A. Any length of pipe showing a crack or which has received a blow that may have caused an incident fracture, even though no such fracture can be seen, shall be marked as rejected and removed at once from the work. Damaged areas, or possible areas of damage may be removed by cutting out and removing the suspected incident fracture area. Limits of the acceptable length of pipe shall be determined by the Owner or Engineer. B. Any scratch or gouge greater than 10 percent of the wall thickness will be considered significant and can be rejected unless determined acceptable by the Owner or Engineer. C. Pipe lengths should be stored and placed on level ground. Pipe should be stored at the job site in the unit packaging provided by the manufacturer. Caution should be exercised to avoid compression, damage, or deformation to the ends of the pipe. The interior of the pipe, as well as all end surfaces, should be kept free from dirt and foreign matter. D. Pipe shall be handled and supported with the use of woven fiber pipe slings or approved equal. Care shall be exercised when handling the pipe to not cut, gouge, scratch or otherwise abrade the piping in any way. E. If pipe is to be stored for periods of 1 year or longer, the pipe should be shaded or otherwise shielded from direct sunlight. Covering of the pipe which allows for temperature build -up is strictly prohibited. Pipe should be covered with an opaque material while permitting adequate air circulation above and around the pipe as required to prevent excess heat accumulation. F. Pipe shall be stored and stacked per the pipe supplier's guidelines. 3.03 PREPARATION PRIOR TO MAKING CONNECTIONS INTO EXISTING PIPING SYSTEMS A. Approximate locations for existing piping systems are shown in the construction documents. Prior to making connections into existing piping systems, the Contractor shall: 1. Field verify location, size, piping material and piping system of the existing pipe. 2. Obtain all required fittings, which may include saddles, sleeve type couplings, flanges, tees, or others as shown in the construction documents. 3. Have installed all temporary pumps and/or pipes in accordance with established connection plans. Section IV -a 02610 -7 Mission Hills Raw Water Main Conformed Set B. Unless otherwise approved, new piping systems shall be completely assembled and successfully tested prior to making connections into existing pipe systems. 3.04 PIPE SYSTEM CONNECTIONS A. Pipe connections shall be installed per applicable standards and regulations, as well as per the connection manufacturer's guidelines and as indicated in the Construction Documents. Pipe connections to structures shall be installed per applicable standards and regulations, as well as per the connection manufacturer's guidelines. 3.05 TAPPING FOR POTABLE AND NON - POTABLE WATER APPLICATIONS A. Tapping shall be performed using standard tapping saddles designed for use on PVC piping in accordance with AWWA C605. Tapping shall be performed only with use of tap saddles or sleeves. NO DIRECT TAPPING WILL BE PERMITTED. Tapping shall be performed in accordance with the applicable sections for Saddle Tapping per Uni- Pub -8. B. All connections requiring a larger diameter than that recommended by the pipe supplier, shall be made with a pipe connection as specified and indicated on the drawings. C. Equipment used for tapping shall be made specifically for tapping PVC pipe: 1. Tapping bits shall be slotted "shell" style cutters, specifically made for PVC pipe. `Hole saws' made for cutting wood, steel, ductile iron, or other materials are strictly prohibited. Shell cutter tapping bits for 1 -inch services shall be 7/8 -inch diameter. Shell cutter tapping bits for 2 -inch services shall be 1 -3/4 inch diameter. 2. Manually operated or power operated drilling machines may be used. D. Taps may be performed while the pipeline is filled with water and under pressure ('wet' tap), or when the pipeline is not filled with water and not under pressure (`dry' tap). 3.06 PIGGING, FLUSHING AND CLEANING A. All mains shall be pigged, cleaned and flushed to remove all sand and other foreign matter after the service lines have been installed. The Contractor shall be responsible for developing a pigging and flushing plan to be submitted to the Engineer for approval prior to pigging and flushing. The Contractor shall 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. Section IV -a 02610 -8 1 I 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 Mission Hills Raw Water Main Conformed Set B. Pigs shall be of sufficient size to clear the pipelines of any sand, debris and construction materials. C. All potable and raw water mains shall be disinfected in accordance with Specification Section IV.41.5 - Sterilization. 3.07 TESTING A. This Section supersedes Specification Section IV.41.4.1. B. Testing shall comply with all applicable jurisdictional building codes, statutes, standards, regulations and laws. C. Pressure Testing 1. The Contractor shall backfill all pipe and thrust blocking before pressure testing unless the Project Representative directs certain joints or connections left uncovered. Where thrust blocking is provided the pressure test shall not be made until at least five (5) days after the thrust blocking has been installed. A high early strength concrete may be used to reduce this time. 2. All newly laid pipe, including fitting and valves shall be pressure tested in accordance with AWWA C -605. The duration of each such test will be at least two hours. Each valved section of pipe shall be slowly filled with water and a pump shall be hooked to the pipe in a manner satisfactory to the Project Representative to supply the test pressure of 150 psi. The pump, pipe connection and all necessary apparatus shall be furnished by the Contractor. The gauges used shall be furnished by the Contractor. The Contractor shall, upon request of the Project Representative, furnish to the Utilities Department certified test data for pressure gauges used for pressure testing. 4. Before applying the specified test pressure, all air shall be expelled from the pipe. Permanent air relief valves shall be located as shown on the plans. If air relief valves are not furnished the Contractor shall install corporation cocks for this purpose. 5. All exposed pipe, fittings, valves, joints and appurtenances shall be carefully examined during the open- trench test. Any cracked or defective pipe, fittings, valves or appurtenances discovered in consequence of this test shall be removed and replaced with acceptable material and the test shall be repeated to the satisfaction of the Project Representative. Section IV -a 02610 -9 Mission Hills Raw Water Main Conformed Set D. Leakage Test 1. A leakage test shall be conducted after the pressure test has been satisfactorily completed. The Contractor shall, as before, furnish all pumps, pipe, connections and other items required to satisfactorily complete the leakage test. The leakage test shall have duration of two hours at the pressure specified for the pressure test. No pipe installation will be accepted if the leakage is greater than that determined by the formula for mechanical and push -on joints: L= SDP112 148,000 L= Allowable leakage [gph] S= Length of pipe tested [feet] D= Nominal diameter of pipe [inches] P= Average pressure during test [psig] 2. The Owner, or his duly authorized Project Representative, shall witness these tests. The Contractor shall be responsible for finding and repairing leaks. No additional cost may be incurred by the Owner due to repairs because of failure of either test. The Project Representative has the authority to determine the number of repairs that will be made within a given length of pipe and has the right to request the Contractor to remove and relay a section of pipe if such does not comply with the established leakage rates as shown in the following table: ALLOWABLE LEAKAGE IN GALLONS PER HOUR (Test Pressure = 150 psi) Pipe diameter Leakage per 1,000 feet 2 0.18 4 0.33 6 0.50 8 0.66 10 0.83 12 0.99 16 1.32 E. The manufacturer's recommendations on bend radius and tensile strength shall be observed. F. All service lines on the new mains shall also be tested along with the new mains. G. Notice of Test: The Contractor shall give the Owner 48 hours advance notice of the time when the installation is ready for hydrostatic testing. END OF SECTION Section IV -a 02610 -10 1 1 1 1 1 1 1 1 1 n The following items shall not be P ainted: Mission Hills Raw Water Main Conformed Set SECTION 09900 PAINTINGS AND COATINGS PART 1- GENERAL 1.01 SCOPE OF WORK A. The Contractor shall furnish all materials, labor equipment, and incidentals required to provide a protective coating system for the surfaces listed herein and not otherwise excluded. B. The work includes painting and finishing of exterior exposed items and surfaces such as bollards, pipes, fittings, valves and all other work obviously required to be painted unless otherwise specified herein or on the Drawings. The omission of minor items in the schedule of work shall not relieve the Contractor of his obligation to include such items where they come within the general intent of the Specifications as stated herein. C. "Paint" as used herein means all coating systems, materials, including primers, emulsions, enamels, sealers and fillers, and other applied materials whether used as prime, intermediate or finish coats. 1 r 1 1 1 1 1 1. Stainless steel 2. Products with polished chrome, aluminum, nickel or stainless steel finish. 3. Flexible couplings lubricated bearing surfaces, insulation and metal and plastic pipe interiors. 7 Signs and nameplates. 5. Any packing glands, unless otherwise indicated. 6. Surfaces coated with cementitious coating. 1.02 SUBMITTALS A. Provide manufacturer's data and samples as indicated below in accordance with Section III, Article 6.11.1 — Shop Drawings, Samples, RFIs and Submittal Review. 1.03 REFERENCE STANDARDS A. NACE, National Association of Corrosion Engineers Section IV -a 09900 -1 Mission Hills Raw Water Main Conformed Set B. ASTM, American Society of Testing and Materials C. SSPC, Steel Structures Painting Council 1.04 QUALITY ASSURANCE A. Provide the best quality grade of the various types of coatings as regularly manufactured by approved paint materials manufacturers. Materials not displaying the manufacturer's identification as a standard, best -grade product shall not be acceptable. Brand identification is keyed to products of Tnemec Co., Inc., Kansas City, MO, to establish standard of quality or approved equal. B. Provide an undercoat paint produced by the same manufacturer as the finish coats. Use only thinners approved by the paint manufacturer, and use only within recommended limits. C. Undercoat and finish coat paints shall be compatible. D. Painting shall be accomplished by experienced painters specializing in industrial painting familiar with all aspects of surface preparations and applications required for this project. L05 SYSTEM DESCRIPTION - NOT USED 1.06 DELIVERY, STORAGE, AND HANDLING A. Deliver all materials to the job site in original, unopened packages and containers bearing manufacturer's name and label. 1. Provide labels on each container with the following information: a. Name or title of material b. Federal specification number if applicable c. Manufacturer's stock number and color d. Manufacturer's name e. Generic type f. Contents by volume, for major pigment and vehicle constituents g- Application instructions Section 1V-a 09900 -2 Mission Hills Raw Water Main Conformed Set 2. Containers shall be clearly marked to indicate any hazards connected with the use of the paint and steps that should be taken to prevent injury to those handling the product. B. All containers shall be handled and stored in such a manner as to prevent damage or loss of labels or containers. PART 2 - PRODUCTS 2.01 MATERIALS A. All paint shall be manufactured by one of the following and shall be their highest grade of paint: Tnemec, Koppers, Ameron, Porter, or Rustoleum. Requests to use other paint manufacturers and materials other than specified shall be submitted to the Engineer for approval. B. The following coating systems list a product by name to establish a standard of quality; other products of the same generic types may be submitted to the Engineer for approval. When other than the specified coating system is proposed, the Contractor shall submit a typewritten list giving the proposed coatings, brand, trade name, generic type and catalog number of the proposed system for the Engineer's approval. C. Paint used in successive field coats shall be produced by the same manufacturer. Paint used in the first field coat over shop painted or previously painted surfaces shall cause no wrinkling, lifting, or other damage to underlying paint. D. Emulsion and alkyd paints shall contain a mildewcide and both the paint and mildewcide shall conform to OSHA and Federal requirements, including Federal Specification TT -P -19. Finish coats containing lead shall not be allowed. Oil shall be pure boiled linseed oil. F. Rags shall be clean painters' rags, completing sterilized. 2.02 SHOP COATINGS A. Shop priming shall be done with primers that are guaranteed by the manufacturer to be compatible with the finish paints to be used. The Contractor shall coordinate and ascertain such compatibility with his subcontractors and suppliers. B. No paint containing lead shall be allowed. Section W -a 09900 -3 Mission Hills Raw Water Main Conformed Set 2.03 COATING SYSTEMS A. Metal (Non- submerged Exterior) Exterior surfaces and shall include the following: 1. Surfaces to Be Coated a. Bollards b. Aboveground piping c. Miscellaneous steel shapes, angles, etc. 2. Coating System a. Surface Preparation - Sandblast clean (SSPC -SP6). Hand or power tool clean items are not suitable for sandblast cleaning. All metal surfaces shall be completely degreased by solvent cleaning in compliance with SSPC-SP1. Ductile iron pipe surface prep — NAPF 500- 03 -04. b. Prime Coat Epoxy (3 mils dry) Tnemec Series 66 -1211 Epoxoline New Galvanized Surfaces - SSPC -SP1 Solvent Cleaning Tnemec Series 66 -1211 Epoxoline Primer c. Intermediate Coat 66 -color Hibuild EP (3 mils) d. Finish Coat Aliphatic Polyurethane - Tnemec Series 73 Color Endura Shield (2.5 mils dry) Exposed reclaimed water ductile iron pipe shall be painted purple (Pantone 522C). Bollards shall be painted OSHA safety yellow. PART 3 - EXECUTION 3.01 SURFACE PREPARATION A. In addition to the aforementioned preparations, all dirt, rust, scale, splinters, loose particles, disintegrated paint, grease, oil, and other deleterious substances shall be removed from all surfaces, which are to be coated. B. Before commencing work, the painter must make certain that surfaces to be covered are in perfect condition. Should the painter find such surfaces impossible of Section W -a 09900 -4 1 1 1 1 1 1 1 1 1 1 1 Mission Hills Raw Water Main Conformed Set acceptance, he shall report such fact to the Engineer. The application of paint shall be held as an acceptance of the surfaces and working conditions and the painter shall be held responsible for the results reasonably expected from the materials and processes specified. C. Clean ferrous substances, which are not galvanized or shop - coated, of oil, grease, dirt, loose mill scale, and other foreign substances by solvent or mechanical cleaning. All welds, blisters, etc., shall be ground and sanded smooth. All pits and dents shall be filled and all imperfections shall be corrected so as to provide a smooth surface for painting. D. Surface profile as obtained from sandblasting shall be as recommended by the coating manufacturer. 3.02 MATERIALS PREPARATION A. Mix and prepare painting materials in strict accordance with manufacturer's recommendations and directions, stirring materials before and during application to maintain a mixture of uniform density, free of film, dirt and other foreign materials. B. No thinners shall be used except those specifically mentioned and only in such quantity as directed by the manufacturer in his instructions. If thinning is used, sufficient additional coats shall be applied to assure the required dry film thickness is achieved. The manufacturer's recommended thinner or cleanup solvent shall be used for all clean up. Application by brush, spray, airless spray or roller shall be as recommended by the manufacturer for optimum performance and appearance. 3.03 APPLICATIONS A. All painting shall be done by skilled and experienced craftsmen and shall be of highest quality workmanship. B. Apply paint in accordance with the manufacturer's directions. Use applicators and techniques best suited for the type of material being applied. C. All paint shall be at room temperature and the surface to be painted shall be dry and clean. D. Apply additional coats when undercoats, stains or other conditions show through the final coat of paint, until the paint is of uniform finish, color and appearance. E. Paint shall be applied in a neat manner with finished surfaces free of runs, sags, ridges, laps and brush marks. Each coat shall be applied in a manner that shall produce an even film of uniform and proper thickness. Section IV -a 09900 -5 Mission Hills Raw Water Main Conformed Set 3.04 APPLICATION RESTRICTIONS A. Application of materials shall be done only on properly prepared surfaces as herein specified, and all exterior painting shall be done only in dry weather. Any surface coating damaged by moisture or rain shall be removed and redone as directed by the Engineer. B. In no case shall paint by applied to surfaces that show a moisture content greater than 15 percent. 3.05 CLEANING A. Cleaning - All paint brushed, splattered, spilled or splashed on any surface not specified to be painted shall be removed. END OF SECTION Section IV -a 09900 -6 1 l 1 1 1 1 1 1 1 1 Mission Hills Raw Water Main Conformed Set SECTION 15062 DUCTILE IRON PIPE AND FITTINGS PART — GENERAL 1.01 SCOPE OF WORK A. Install within the project site all materials and incidentals including flanged joint, mechanical joint, push -on joint, and restrained joint ductile iron pipe and/or ductile iron restrained, flanged, or mechanical joint fittings for reclaimed water and potable water mains, sewage force mains and sewer fittings, complete, as shown on the project drawings. The Contractor shall coordinate all deliveries with the related Vendor(s) in a manner not to impede construction on individual projects. 1.02 SUBMITTALS A. The Contractor shall transmit (from the related Vendor) for submittal to the Engineer, within ten days after receipt of individual Notice to Proceed, a list of materials to be furnished, the names of the suppliers and the appropriate shop drawings for all ductile iron pipe and fittings. B. All ductile iron pipe and fittings to be installed under this Contract shall be inspected and tested at the foundry as required by the standard specifications to which the material is manufactured. Furnish in duplicate to the Engineer sworn certificates of such tests and their results. In addition, all ductile iron pipe and fittings to be furnished under this Contract may be inspected at the foundry for compliance with these Specifications by an independent testing laboratory selected by the Owner. The manufacturer's cooperation shall be required in these inspections. The cost of foundry inspection of all pipe approved for this Contract, plus the cost of inspection of a reasonable amount of the disapproved pipe, will be borne by the Vendor. C. Shop Drawings including layout drawings shall be prepared in accordance with Paragraph 6.11.1 of Section III - General Conditions of the Contract Documents and submitted to the Engineer for approval and shall include dimensioning, methods and locations of supports and all other pertinent technical specifications for all piping to be furnished. D. The Contractor shall transmit from the Vendor to the Engineer, the pipe manufacturer's certification of compliance with the applicable sections of the Specifications. E. The Contractor shall coordinate all submittals with the related Vendor in a manner not to impede construction on individual projects. 1.03 SEPARATION OF RAW WATER, POTABLE WATER, AND WASTEWATER LINES Section IV -a 15062 -1 Mission Hills Raw Water Main Conformed Set A. A minimum horizontal separation of 6 feet outside to outside shall be maintained between raw water or potable water mains and sanitary sewers or sanitary force mains. Where a raw or potable water main crosses a sanitary sewer or a sanitary force main, a minimum of 18 inches vertical clearance shall be maintained. Where 18 inches of vertical clearance cannot be maintained, the crossing shall be arranged so that the joints of the two pipes are equidistant from the point of crossing with no less than 10 feet between any two joints. Alternatively, the raw water main may be placed in a casing to obtain the equivalent of the required 10 feet separation. B. A minimum horizontal separation of 3 feet outside to outside shall be maintained between raw and potable water mains and reclaimed water mains or storm water mains. Where a raw or potable water main crosses a reclaimed water or a storm water main, a minimum of 18 inches vertical clearance shall be maintained. 1.04 SYSTEM IDENTIFICATION A. All raw water piping and appurtenances shall be clearly identified to inform the public and employees that the water is not intended for drinking. B. The following features shall be included in the design of raw water facilities: 1. All buried PVC raw water transmission piping shall be color coded green. All buried raw water PVC piping shall receive one strip of non - detectable adhesive backed identification tape. Tape shall be olive green, 6- inches wide with black letters. Tape for the raw water piping shall read "CAUTION, RAW WATER LINE" and repeat every 16- inches. Tape shall be manufactured by Nadco Tapes & Labels, Inc. 2. All above ground valves, meters, and other devices, and other appurtenances shall be painted olive green. 3. Covers for all valve boxes, meter boxes, and other below ground devices on the raw water system shall be painted olive green. Covers shall be permanently embossed with the wording "Raw Water ". Valve boxes shall be square, U.S. Foundry or approved equal. 1.05 WARRANTY 1. The pipe shall be warranted for one year after substantial completion per the pipe supplier's standard terms. Section 1V -a 15062 -2 1 1 1 1 1 1 1 1 1 1 1 r 1 Mission Hills Raw Water Main Conformed Set PART 2 — PRODUCTS 2.01 MATERIALS A. DUCTILE IRON PIPE 1. General a. Ductile iron pipe shall be minimum thickness class 50 or greater as required by load conditions or as called out on the plans conforming to AWWA C150 and ANSI A21.50. b. All pipe shall conform to AWWA C151.76 (ANSI A21.51 -76 or latest revision thereof). Pipe shall be furnished in standard 18 or 20 -foot lengths. All pipe and fittings shall have standard bituminous enamel coating outside and shall have an internal cement- mortar lining in accordance with ANSI A21.4 (AWWA C104) for potable or reclaimed water. For sewage pipe and fittings, internal coating shall be ceramic epoxy, Protecto 401 or equal. c. All materials shall be new and have a manufacturer's certificate verifying compliance to all tests and inspections as required herein. The weight, class and casting period shall be shown on each piece of pipe. The manufacturer's "mark ", the year produced and the word "Ductile" or letters "DI" shall be cast or stamped on all pipe. All fittings, furnished by the approved manufacturer(s), shall be cast and machined at one foundry location to assure quality control and provide satisfactory test data. d. All tests as required by AWWA C151 -76 shall be performed by the manufacturer and records of all such tests shall be retained for a period of one year and shall be available to the Owner upon request. e. All pipe shall be installed according to the manufacturer's requirements with lubricants, gaskets and accessories furnished by the manufacturer. f. Restrained joint shall be provided at all horizontal and vertical bends and fittings, and at other locations indicated by the ductile iron pipe restraint detail on the drawings. Restraining devices shall be Megalug by EBBa Iron, or approved equal. g. Except as otherwise shown on the Drawings, either mechanical, restrained, or flanged joints shall be used. Prior to commencing work, jointing systems for pipe shall be submitted to the Engineer for approval. Section IV -a 15062 -3 Mission Hills Raw Water Main Conformed Set h. All burial ductile iron pipe and fittings shall be provided with a minimum 8 mil thick cross laminated low density polyethylene encasement per ANSI /AWWA A21.5 -99. The polyethylene material shall meet the requirements for tensile strength, elongation, and dielectric strength for a cross laminated low density polyethylene. Polyethylene encasement shall be either: J. 1) Solid purple color for reclaimed water piping and fittings, or 2) Solid blue color for potable water piping and fittings, or 3) Solid green color for sewage piping and fittings, or 4) Solid olive green color for raw water piping and fittings. Pipe and fittings exposed to view in the finished work to be painted shall not receive the standard tar or asphalt coat on the outside surfaces but shall be shop primed on the outside with one coat of Koppers No. 621 Rust Inhibitive Primer or approved equal. All other pipe and fittings shall be shop coated on the outside with a 1.0 mils thick bituminous coat in accordance with ANSI A21.51. Should portions of the pipe inadvertently be given the outside coating of coal tar enamel instead of the rust inhibitive primer as required for exposed piping the surfaces shall be sealed with a non - bleeding sealer coat such as Inertol Tar Stop, or Mobil Anti - Bleeding Aluminum Sealer. Sealing shall be a part of the work of this Section. 2. PUSH -ON JOINT a. Push -on joints shall conform with the latest revision of ANSI /AWWA C111 /A21.11. b. Joint material shall be made up with rubber gaskets conforming to ANSI standard A21.11. 3. MECHANICAL JOINT a. Mechanical joints shall conform with the latest revision of ANSI /AWWA C110 /A21. b. Joint material shall be made up with rubber gaskets conforming to ANSI Standard A21.11. Glands for mechanical joint pipe shall be bituminous coated and bolts and nuts shall be of high strength cast iron, or high strength low alloy steel as specified in ANSI Standard A21.11. Section IV -a 15062 -4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Mission Hills Raw Water Main Conformed Set c. Align bolt holes and insert bolts, with bolt heads behind the bell flange, and tighten opposite nuts to keep the gland square with the socket. Tighten the nuts in accordance with following table: Bolt Diameter Torque (in.) (ft -lb) 5/8 45 -60 3/4 75 -90 1 85 -100 11/4 105 -120 4. FLANGED JOINT a. Flanged joints shall conform with the latest revision of ANSI /AWWA C110/A21. Flanged connections shall comply with the requirements of ANSI Standard B16.1, 125 pound class. Flanges for ductile iron pipe shall be of ductile iron. Machine bolts shall be the best commercial quality steel with hexagonal nuts of the same quality metal. Nuts, bolts and gaskets for flanged fittings and blind flanges shall be designed to withstand the design and test pressures for the pipe. c. Gaskets shall be 1/8 inches thick red rubber, flat ring gaskets unless otherwise specified on the drawings. d. Bolts and nuts shall be low carbon steel as per ASTM A- 307 Grade B. Threads shall be as per ANSI B1.1 course thread series, Class 2A external and Class 2B internal. e. Bolt requirements are as follows: PIPE SIZE (in.) NUMBER PER JOINT BOLT SIZE (in.) THREADS PER INCH TORQUE (ft -lbs) 4 8 5/8 x 3 11 60 6 8 3/4 x 31/2 10 100 8 8 3/4 x 31/2 10 100 10 12 7/8 x 4 9 160 12 12 7/8 x 4 9 160 16 16 1 x 41 /2 8 245 20 20 11 /8x3 7 390 24 20 11/4)(51/2 7 545 30 28 11/4x61/2 7 545 36 32 11/2x 7 6 875 42 36 11 /2 x 71/2 6 875 Section IV -a 15062 -5 Mission Hills Raw Water Main Conformed Set PIPE SIZE (in.) NUMBER PER JOINT BOLT SIZE (in.) THREADS PER INCH TORQUE (ft -lbs) 48 44 1' /x8 6 875 54 44 13/4x8'/2 5 1550 B. DUCTILE IRON FITTINGS: All fittings shall be new. Previously used or refurbished fittings will not be allowed. 1. DUCTILE IRON FITTINGS a. Shall be as specified in Paragraph 41.2.2.3 of Section IV — Technical Specifications of the Contract Documents. b. All fittings shall be furnished with all joint material (bolts, nuts, gaskets and glands) complete, ready for installation. Nuts, bolts and gaskets for flange fittings and blind flanges shall be designed to withstand the design and test pressures for the pipe. c. All fittings shall have distinctly cast upon them the manufacturer's identification, pressure rating, nominal diameter and the number of degrees or fraction of a circle on all bends. Ductile iron fittings shall have the letters "DI" or "DUCTILE" cast on them. Only castings that have been poured in a foundry located in the USA will be allowed and the Contractor shall provide an affidavit to prove the origin of those fittings. PART 3 — EXECUTION 3.01 HANDLING PIPE AND FITTINGS A. Care shall be taken in loading, transporting, and unloading to prevent injury to the pipe or coatings. Pipe or fittings shall not be dropped. All pipe or fittings shall be examined before installation, and no piece shall be installed which is found to be defective. Any damage to the pipe coatings shall be repaired as directed by the Engineer. B. All pipe and fittings shall be subjected to a careful inspection and hammer test just prior to being installed. C. If any defective pipe is discovered after it has been laid, it shall be removed and replaced with a sound pipe in a satisfactory manner at no additional expense to the Owner. 3.02 UNDERGROUND PIPE INSTALLATION A. Alignment and Grade: The pipelines shall be laid and maintained to lines and grades established by the Drawings and Specifications, with fittings, valves and Section IV -a 15062 -6 Mission Hills Raw Water Main Conformed Set hydrants at the required locations unless otherwise approved by the Engineer. Valve- operating stems shall be oriented to allow proper operation. Hydrants shall be installed plumb. B. Underground Conflicts: Prior to excavation, investigation shall be made to the extent necessary to determine the location of existing underground structures and conflicts. Care shall be exercised to avoid damage to existing structures. When obstructions that are not shown on the drawings are encountered during the progress of the work and interfere so that an alteration of the Drawings is required, the Engineer will alter the Drawings or order a deviation in line and grade or arrange for removal, relocation, or reconstruction of the obstructions. When crossing existing pipelines or other structures, alignment and grade shall be adjusted as necessary, with the approval of the Engineer, to provide clearance as required by federal, state, or local regulations or as deemed necessary by the Engineer to prevent future damage or contamination of either structure. C. Trench Construction: 1. Trench preparation shall proceed in advance of pipe installation for only as far as necessary to allow proper pipe installation. The width of the trench at the top of the pipe shall be ample to permit the pipe to be laid and joined properly and allow the backfill to be placed as specified. 2. Holes for the bells shall be provided at each joint but shall not be larger than necessary for joint assembly and assurance that the pipe barrel will lie flat on the trench bottom. Other than noted previously, the trench bottom shall be true and even in order to provide support for the full length of the pipe barrel, except that slight depression may be provided to allow withdrawal of pipe slings or other lifting - tackle. When excavation of rock is encountered, all rock shall be removed to provide a clearance of at least 6- inches below and on each side of all pipe, valves, and fittings for pipe sizes 24 inches or smaller, and 9 inches for pipe 30 inches and larger. When excavation is completed, a bed of sand, crushed stone or earth that is free from stones, large clods, or frozen earth shall be placed on the bottom of the trench to the previously mentioned depths, leveled, and tamped. These clearances and bedding procedures shall also be observed for pieces of concrete or masonry and other debris or subterranean structures, such as masonry walls, piers, or foundations that may be encountered during excavation. 4. This installation procedure shall be followed when gravel formations containing loose boulders greater than 8 inches in diameter are encountered. In all cases, the specified clearances shall be maintained between the bottom of all pipe and appurtenances and any part, projection, or point of rock, boulder, or stones of sufficient size and placement which, in the opinion of the Engineer could cause fulcrum point. Section IV -a 15062 -7 Mission Hills Raw Water Main Conformed Set 5. Should the trench pass over a sewer or other previous excavation, the trench bottom shall be sufficiently compacted to provide support equal to that of the native soil or conform to other regulatory requirements in a manner that will prevent damage to the existing installation. 6. When the subgrade is found to be unstable or to include ashes, cinders, refuse, organic material, or other unsuitable material, such material shall be removed, to a minimum of at least 3 inches, or to the depth ordered by the Engineer and replaced under the directions of the Engineer with clean, stable backfill material. The bedding shall be consolidated and leveled in order that the pipe may be installed as specified. 7. When the bottom of the trench or the subgrade is found to consist of material that is unstable to such a degree that, in the judgment of the Engineer it cannot be removed, a foundation for the pipe and/or appurtenance shall be constructed using piling, timber, concrete, or other materials at the direction of the Engineer. 3.03 PIPE INSTALLATION A. Proper implements, tools, and facilities shall be provided and used for the safe and convenient performance of the work. All pipe, fittings, valves, and hydrants shall be lowered carefully into the trench by means of a derrick, ropes, or other suitable tools or equipment in such a manner as to prevent damage to pipeline material and protective coatings and linings. Under no circumstances shall pipeline materials be dropped off or dumped into the trench. The trench should be dewatered prior to installation of the pipe. B. All pipe fittings, valves, hydrants, and other appurtenances shall be examined carefully for damage and other defects immediately before installation. Defective materials shall be marked and held for inspection by the engineer who may prescribe corrective repairs or reject the materials. C. All lumps, blisters, and excess coating shall be removed from the socket and plain ends of each pipe, and the outside of the plain end and the inside of the bell shall be wiped clean and dry and be free from dirt, sand, grit, or any foreign material before the pipe is laid. D. Foreign material shall be prevented from entering the pipe while it is being placed in the trench. During laying operations, no debris, tools, clothing, or other materials shall be placed in the pipe. E. As each length of pipe is placed in the trench, the joint shall be assembled and the pipe brought to correct line and grade. The pipe shall be secured in place with approved backfill material. F. At times when pipe laying is not in progress, the open ends of pipe shall be closed by a watertight plug or other means approved by the Engineer. When practical, Section IV -a 15062 -8 Mission Hills Raw Water Main Conformed Set 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. 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. Pipe Deflection: When it is necessary to deflect pipe from a straight line in either the vertical or horizontal plane, or where long radius curves are permitted, the amount of deflection shall not exceed that shown in ANSI /AWWA C600. J. Pipe Cutting: Cutting pipe for the insertion of valves, fittings, or closure pieces shall be done in a neat, workmanlike manner without creating damage to the pipe or lining. Ductile cast iron may be cut using an abrasive pipe saw, rotary wheel cutter, guillotine pipe saw, milling wheel saw, or oxyacetylene torch. Cut ends and rough edges shall be ground smooth and for push -on joint connections, the cut end shall be beveled. K. Thrust Restraint: 1. All plugs, caps, tees, and bends shall be suitably restrained by attaching clamps or restrained joints as specified. 2. Thrust- restraint design pressure shall be equal to the test pressure of the line. 3. Restrained push -on joints, mechanical joints utilizing approved joint restraints shall be used in place of concrete backing. Tie rods clamps, or other components of dissimilar metal shall be protected against corrosion by hand application of a bituminous coating or by encasement of the entire assembly with 8 -mil thick, loose polyethylene film in accordance with ANSI /AWWA C105. 3.04 ABOVE GROUND PIPE INSTALLATION Install pipe in horizontal or vertical planes, parallel or perpendicular to building surfaces unless otherwise shown. Support pipe and fittings to prevent strain on joints, valves and equipment. Install flanged joints so that contact faces bear uniformly on the gasket. Tighten bolts with relatively uniform stress. 3.05 PREPARATION PRIOR TO MAKING CONNECTIONS INTO EXISTING PIPING SYSTEMS A. Approximate locations for existing piping systems are shown in the construction documents. Prior to making connections into existing piping systems, the Contractor shall: Section 1V -a 15062 -9 Mission Hills Raw Water Main Conformed Set 1 Field — verify location, size, piping material and piping system of the existing pipe. 2. Obtain all required fittings, which may include saddles, sleeve type couplings, flanges, tees, or others as shown in the construction documents. 3. Have installed all temporary pumps and/or pipes in accordance with established connection plans. B. Unless otherwise approved, new piping systems shall be completely assembled and successfully tested prior to making connections into existing pipe systems. 3.06 PIPE SYSTEM CONNECTIONS A. Pipe connections shall be installed per applicable standards and regulations, as well as per the connection manufacturer's guidelines and as indicated in the construction documents. Pipe connections to structures shall be installed per applicable standards and regulations, as well as per the connection manufacturer's guidelines. 3.07 TAPPING FOR POTABLE AND NON - POTABLE WATER APPLICATIONS A. Tapping shall be performed using standard tapping saddles as specified in Section IV.41.2.9 for use on ductile iron and PVC piping. Tapping shall be performed only with use of tap saddles or sleeves. NO DIRECT TAPPING WILL BE PERMITTED. B. All connections requiring a larger diameter than that recommended by the pipe supplier, shall be made with a pipe connection as specified and indicated on the drawings. Taps may be performed while the pipeline is filled with water and under pressure ('wet' tap), or when the pipeline is not filled with water and not under pressure (`dry' tap). 3.08 PIGGING, FLUSHING AND CLEANING A. All mains shall be pigged, cleaned and flushed to remove all sand and other foreign matter. The Contractor shall be responsible for developing a pigging and flushing plan to be submitted to the Engineer for approval prior to pigging and flushing. The Contractor shall dispose of all water used pigging and for flushing without causing a nuisance or property damage. Any permits required for the disposal of flushing water shall be the responsibility of the Contractor. B. All potable and raw water mains shall be disinfected in accordance with Specification Section IV.41.5 - Sterilization. 3.09 PRESSURE AND LEAKAGE TESTS Section 1V -a 15062 -10 1 r 1 1 1 1 1 1 1 Mission Hills Raw Water Main Conformed Set A. Pressure Testing: 1. The Contractor shall backfill all pipe and thrust blocking before pressure testing unless the Project Representative directs certain joints or connections left uncovered. Where thrust blocking is provided the pressure test shall not be made until at least five (5) days after the thrust blocking has been installed. A high early strength concrete may be used to reduce this time. 2. All newly laid pipe, including fitting and valves shall be pressure tested in accordance with AWWA C -600. The duration of each such test will be at least two hours. 3. Each valved section of pipe shall be slowly filled with water and a pump shall be hooked to the pipe in a manner satisfactory to the Project Representative to supply the test pressure of 150 psi. The pump, pipe connection and all necessary apparatus shall be furnished by the Contractor. The gauges used shall be furnished by the Contractor. The Contractor shall, upon request of the Project Representative, furnish to the Utilities Department certified test data for pressure gauges used for pressure testing. 4. Before applying the specified test pressure, all air shall be expelled from the pipe. Permanent air relief valves shall be located as shown on the plans If air relief valves are not furnished the Contractor shall install corporation cocks for this purpose. 5. All exposed pipe, fittings, valves, joints and appurtenances shall be carefully examined during the open- trench test. Any cracked or defective pipe, fittings, valves or appurtenances discovered in consequence of this test shall be removed and replaced with acceptable material and the test shall be repeated to the satisfaction of the Project Representative. B. Leakage Test: 1. A leakage test shall be conducted after the pressure test has been satisfactorily completed. The Contractor shall, as before, furnish all pumps, pipe, connections and other items required to satisfactorily complete the leakage test. The leakage test shall have a duration of two hours at the pressure specified for the pressure test. No pipe installation will be accepted if the leakage is greater than that determined by the formula for mechanical and push -on joints: SDP "2 L= Allowable leakage [gph] L= S= Length of pipe tested [feet] 133,200 D= Nominal diameter of pipe [inches] P= Average pressure during test [psig] Section 1V -a 15062 -11 Mission Hills Raw Water Main Conformed Set 2. The Project Representative, or his duly authorized representative, shall witness these tests. The Contractor shall be responsible for finding and repairing leaks. No additional cost may be incurred by the Owner due to repairs because of failure of either test. The Project Representative has the authority to determine the number of repairs that will be made within a given length of pipe and has the right to request the Contractor to remove and relay a section of pipe if such does not comply with the established leakage rates as shown in the following table: ALLOWABLE LEAKAGE IN GALLONS PER HOUR (Test Pressure = 150 psi) Pipe Diameter Leakage per 1,000 feet 2 0.18 4 0.37 6 0.55 8 0.74 10 0.92 12 1.10 16 1.47 C. Notice of Test: The Contractor shall give the Owner 48 hours advance notice of the time when the installation is ready for hydrostatic testing. END OF SECTION Section IV -a 15062 -12 Mission Hills Raw Water Main Conformed Set SECTION 15064 HDPE PIPE PART 1 - GENERAL 1.01 DESCRIPTION OF WORK A. This Section includes materials and methods of installation of HDPE. Pipe is intended for use as a pressure -rated potable water delivery system. B. HDPE pipe will be used only in the locations shown on the Contract Drawings or as instructed by the Owner's Authorized Project Representative. 1.02 HANDLING AND STORAGE A. All pipe, fittings, valves and accessories shall be loaded and unloaded by lifting with hoists or by skidding in order to avoid shock or damage. Under no circumstances shall materials be dropped. Pipe handled on skidways shall not be rolled or skidded against pipe on the ground. Slings, hooks or pipe tongs shall be padded and used in such a manner as to prevent damage to the exterior surface or interior of the pipe. B. Materials, if stored, shall be kept safe from damage. The interior as well as all sealing surfaces of all pipe, fittings, and other appurtenances shall be kept free from dirt or foreign matter at all tines. Valves shall be drained and stored in a manner that will protect them from damage or freezing. C. Pipe stored outside and exposed to prolonged periods of sunlight shall be covered with canvas or other opaque material. Air circulation shall be provided under covering. D. Pipe shall not be stacked higher than the limits recommended by the manufacturer. The bottom tiers shall be kept off the ground on timbers, rails, or concrete. Pipe shall not be stored close to heat sources. E. Gaskets shall be placed in a cool location out of direct sunlight. Gaskets shall not come in contact with petroleum products. Gaskets shall be used on a first -in, first -out basis. Mechanical joint bolts shall be handled and stored in a manner that will ensure proper use with respect to types and sizes. Section IV -a 15064 -1 Mission Hills Raw Water Main Conformed Set 1.03 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. F. Chapter 17 -610 Florida Administrative Code. G. American National Standards Institute (ANSI). H. American Water Works Association (AWWA). I. American Society for Testing Materials (ASTM) J. American Association of State Highway Transportation Officials (AASHTO). K. American Society of Sanitary Engineers (ASSE). L. Plastic Pipe Institute (PPI) 1.04 SHOP DRAWINGS AND SUBMITTALS A. In general, shop drawings and related manufacturer's product certification shall be made in accordance with Paragraph 6.11.1 of Section III - General Conditions of the Contract Documents for approval prior to construction or fabrication of the material by the manufacturer. The following items, which require shop drawings, are brought to the Contractor's attention. The list may not include all items for which shop drawing submittals are required to meet the requirements of the project. 1. Detail drawings of all classes of pipe, joints, and fittings. 2. Detail Drawings of restrained and flexible joints, including test reports to confirm thrust restraint capacities and restraining mechanism application. 3. Pipeline laying schedule tabulated and referenced to construction line and grade controls shown on plans, with station, offset and elevations. References shall be provided for pipe fittings, valves, service connections and other important features of the pipeline. 4. Service Connections. 5. Valves and Valve Boxes. 6. Paint - Manufacturer's information and color sample. 7. All Appurtenant Items. Section IV -a 15064 -2 Mission Hills Raw Water Main Conformed Set B. Certification and test reports for the materials, manufacturing, and testing of the types of pipe supplied shall be performed and furnished by the pipe manufacturer in accordance with the latest standards of the industry as described herein. Provide a statement in writing from the HDPE pipe manufacturer that it is listed with the Plastic Pipe Institute as a qualified extruder for the polyethylene resin being used to manufacture the pipe for this project. 1.05 SEPARATION OF RAW WATER, POTABLE WATER, AND WASTEWATER LINES A. A minimum horizontal separation of 6 feet outside to outside shall be maintained between raw water or potable water mains and sanitary sewers or sanitary force mains. Where a raw or potable water main crosses a sanitary sewer, a sanitary force main, a minimum of 18 inches vertical clearance shall be maintained. Where 18 inches of vertical clearance cannot be maintained, the crossing shall be arranged so that the joints of the two pipes are equidistant from the point of crossing with no less than 10 feet between any two joints. Alternatively, the raw water main may be placed in a casing to obtain the equivalent of the required 10 feet separation. B. A minimum horizontal separation of 3 feet outside to outside shall be maintained between raw and potable water mains and reclaimed water mains or storm water mains. Where a raw or potable water main crosses a reclaimed water or a storm water main, a minimum of 18 inches vertical clearance shall be maintained. 1.06 SYSTEM IDENTIFICATION A. The following features shall be included in the design of potable water facilities: 1. All buried potable water transmission and distribution piping shall be color coded blue. All ductile iron potable water pipes shall be enclosed in a polyethylene wrap colored blue. 2. All above ground valves, meters, and other devices, and other appurtenances shall be painted blue. 3. Covers for all valve boxes, meter boxes, and other below ground devices on the potable water system shall be painted blue. Covers shall be permanently embossed with the wording "Water ". Valve boxes shall be square, U.S. Foundry or approved equal. B. The following features shall be included in the design of sanitary sewer facilities: 1. All buried sanitary sewer piping shall be color coded green. All ductile iron force mains shall be enclosed in a polyethylene wrap colored green. 2. All above ground valves, meters, and other devices, and other appurtenances shall be painted green. Section IV -a 15064 -3 Mission Hills Raw Water Main Conformed Set 3. Covers for all valve boxes, meter boxes, and other below ground devices on the sanitary sewer system shall be painted green. Covers shall be permanently embossed with the wording "Sanitary Sewer ". Valve boxes shall be square, U.S. Foundry or approved equal. 1.07 WARRANTY A. The pipe shall be warranted for one year after substantial completion per the pipe supplier's standard terms. B. In addition to the standard pipe warranty, the fusion services shall be warranted for one year after substantial completion per the fusion service provider's standard terms. PART 2 - PRODUCTS 2.01 REFERENCES A. The following documents are a part of this Section. Where this Specification section differs from these documents, the requirements of this section shall apply. 1. ASTM D1248 -84, Polyethylene Plastics Molding and Extrusion Materials. 2. ASTM D3350 -84, Polyethylene Plastic Pipe and Fittings Material. 3. ASTM F714 -85, Polyethylene (PE) Plastic Pipe (SDR -PR) Based on Outside Diameter. 2.02 HIGH DENSITY POLYETHYLENE PIPE AND FITTINGS A. General: 1. All High Density Polyethylene (HDPE) shall be manufactured by Driscopipe, a subsidiary of Phillips Petroleum Company; PLEXCO, Division of Chevron Chemical Company; or approved equal. 2. All HDPE pipe shall have a Ductile Iron Pipe outside diameter unless otherwise specified in the Contract Documents. 3. Potable water pipe shall be permanently co- extruded with blue coloring on pipe outside surface. Reclaimed water pipe shall be permanently co- extruded with purple coloring on pipe outside surface. 4. All HDPE piping system components shall be the products of one manufacturer. B. HDPE Pipe Specifications Section IV -a 15064 -4 1 t 1 1 1 1 1 1 1 1 1 1 1 1 Mission Hills Raw Water Main Conformed Set 1. High Density Polyethylene pipe 4- inches diameter and larger shall conform to material standard ASTM D3350 345434 C cell classification rated as PE 3408 by the Plastics Pipe Institute. Minimum pressure rating shall be 160 psi SDR 11 (Standard Dimension Ratio) for pipe sizes greater than 4 inches in diameter. For pipe sizes 2 inches and smaller in diameter, the minimum pressure rating shall be 200 psi SDR 9. All pipe 4- inches in diameter and greater shall have a ductile iron pipe O.D. Pressure ratings are at standard test conditions and temperature of 73.40F (230C). 2. The polyethylene compound shall be suitably protected against degradation by ultraviolet light by means of carbon black, well dispersed by precompounding in a concentration of not less than 2 percent. 3. The maximum allowable hoop stress shall be 800 psi at 73.4 degrees F. 4. The pipe manufacturer shall be listed with the Plastic Pipe Institute as meeting the recipe and mixing requirements of the resin manufacturer for the resin used to manufacture the pipe in this project. C. Fittings 1. All fittings for HDPE pipe (4 inches and larger), except for D.I/HDPE Mechanical Joint Adaptors, shall be compact ductile iron mechanical joint fittings. If a fitting is unavailable as a compact ductile iron mechanical joint fitting, then use a regular ductile iron mechanical joint fitting. See Paragraph 41.2.2.3 of Section IV — Technical Specifications of the Contract Documents. 2. D.I. /HDPE Mechanical Joint Adaptors. a. The manufacturer of the HDPE pipe shall supply all D.I. /HDPE mechanical joint adaptors and accessories required to perform the work as shown on the Drawings. b. The D.I./HDPE mechanical joint adaptor shall consist of: i. A molded or fabricated HDPE mechanical joint transition fitting ii. A standard rubber gasket for a D.I. mechanical joint. iii. A D.I. mechanical joint backup drive ring. iv. Cor -Ten mechanical joint tee bolts. v. A stainless steel stiffener inserted in the MJ end of the HDPE transition fitting. c. The D.I./HDPE mechanical joint adaptor shall be connected to the HDPE pipe by a heat -fused joint on one end, and connected to a ductile iron pipe valve, or fitting with a mechanical joint on the other end. Section IV -a 15064 -5 Mission Hills Raw Water Main Conformed Set d. The tee bolts and backup drive ring shall act as a joint restraint to keep the connecting pieces from pulling apart. e. The HDPE transition fitting shall be molded or fabricated by the manufacturer of the HDPE pipe. All molded fittings shall be fully pressure rated to match the SDR pressure rating for which they are made. Fabricated fittings shall be rated for internal pressure service equivalent to the full pressure rating of the mating pipe. f. If rework compounds are required, only those generated in the manufacturer's own plant from resin compounds of the same class and type from the same raw material supplier shall be used. g. Solvent epoxy cementing and mechanical joining with bolt on wrap around clamps shall not be used for connections. D. HDPE Pipe Jointing Method 1. HDPE pipe shall be jointed by the butt- fusion process in accordance with pipe manufacturer's directions. Contractor shall provide butt- fusion technicians who are trained and certified by the P.E. pipe manufacturer to complete the project. The date of technician certification shall not exceed 12 months before commencing construction. 2. All HDPE pipe joined by butt - fusion shall be made from the same class and type of raw material made by the same raw material supplier. 3. Butt - fusion means the butt joining of the pipe by softening the aligned faces of the pipe ends in a suitable apparatus and pressing them together under controlled pressure. 4. The internal and external beads resulting from the butt - fusion process shall be visible and examined for penetration 360 degrees around the pipe diameter. 2.03 LOCATOR WIRE A. All HDPE pipe mains installed by directional bore or by open cut shall be laid with two (2) insulated 12 gauge solid strand copper wires for location purposes. Refer to Section 15065 for additional information on tracer wires. PART 3 - EXECUTION 3.01 GENERAL A. All polyethylene pipe shall be cut, fabricated, and installed in strict conformance with the pipe manufacturer's recommendations. Joining, laying, and pulling of polyethylene pipe shall be accomplished by personnel experienced in working with polyethylene pipe. The pipe supplier shall certify in writing that the Section IV -a 15064 -6 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Mission Hills Raw Water Main Conformed Set Contractor is qualified to join, lay, and pull the pipe or representative of the pipe manufacturer shall be on site to oversee the pipe joining. Expenses for the representative shall be paid for by the Contractor. 3.02 PIPE INSPECTION A. The Contractor shall obtain from the pipe manufacturer a certificate of inspection to the effect that the pipe and fittings supplied for this Contract have been inspected at the plant and that they meet the requirements of these specifications. The Contractor shall submit these certificates to the Engineer prior to installation of the pipe materials. All pipe and fittings shall be subjected to visual inspection at time of delivery and before they are lowered into the trench to be laid. Joints or fittings that do not conform to these specifications will be rejected and must be removed immediately by the Contractor. The entire product of any plant may be rejected when, in the opinion of the County, the methods of manufacture fail to secure uniform results, or where the materials used are such as to produce inferior pipe or fittings. 3.03 TRANSPORTATION A. Care shall be taken during transportation of the pipe that it is not cut, kinked, or otherwise damaged. 3.04 STORAGE A. Pipes shall be stored on level ground, preferably turf or sand, free of sharp objects, which could damage the pipe. Stacking of the polyethylene pipe shall be limited to a height that will not cause excessive deformation of the bottom layers at pipes under anticipated temperature condition. Where necessary due to ground conditions, the pipe shall be stored on wooden sleepers, spaced suitably and of such widths as not to allow deformation of the pipe at the point of contact with the sleeper or between supports. B. Pipes shall be stored in such a manner as to limit their exposure to ultraviolet light as the pipe color will fade. Excessive loss of color in the pipe material may result in the rejection of piping material by the Project Representative. 3.05 HANDLING PIPE A. The handling of the joined pipeline shall be in such a manner that the pipe is not damaged by dragging it over sharp and cutting objects. Ropes, fabric, or rubber - protected slings and straps shall be used when handling pipes. Chains, cables, or hooks inserted into the pipe ends shall not be used. Two slings spread apart shall be used for lifting each length of pipe. Pipe or fittings shall not be dropped onto rocky or unprepared ground. Slings for handling the pipeline shall not be positioned at butt -fused joints. Sections of the pipes with cuts and gouges exceeding 10 percent of the pipe wall thickness or kinked sections shall be removed and the ends rejoined. The dragging of fused HDPE pipe along asphalt and concrete paving will not be allowed. Section IV -a 15064 -7 Mission Hills Raw Water Main Conformed Set B. The open ends of all sections of joined and/or installed pipe (not in service) shall be plugged at night to prevent animals or foreign material from entering the pipe line or pipe section. C. Waterproof nightcaps of approved design may be used but they shall be so constructed that they will prevent the entrance of any type of natural precipitation into the pipe and will be fastened to the pipe in such a manner that the wind cannot blow them loose. D. The practice of stuffing cloth or paper in the open ends of the pipe will not be permitted. E. Where possible, the pipe shall be raised and supported at a suitable distance back from the open end such that the open end will be below the level of the pipe at the point of support. 3.06 LAYING PIPE A. HDPE Pipe by Directional Drilling - See Section 33 05 23.13. B. Joints 1. All HDPE pipe shall be jointed by the heat fusion process which produces homogeneous, seal, leak tight joints. 2. Restrained mechanical joints shall be provided at tie -ins with valves and other pipe materials. C. Butt Fusion Testing 1. Contractor shall test the first fusion of the day on a daily basis. 2. In testing, the fusion shall be allowed to cool completely, then fusion test straps shall be cut out. The test shall be minimum of 12 inches or 30 times the wall thickness in length with the fusion in the center, and minimum of 1 -inch or 1.5 times the wall thickness in width. Bend the test strap until the ends of the strap touch. Contractor shall not commence until a fusion test has passed the bent strap test. 3.07 PREPARATION PRIOR TO MAKING CONNECTIONS INTO EXISTING PIPING SYSTEMS A. Approximate locations for existing piping systems are shown in the construction documents. Prior to making connections into existing piping systems, the Contractor shall: 1. Field — verify location, size, piping material and piping system of the existing pipe. 2. Obtain all required fittings, which may include saddles, sleeve type couplings, flanges, tees, or others as shown in the construction documents. 3. Have installed all temporary pumps and/or pipes in accordance with established connection plans. Section IV -a 15064 -8 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Mission Hills Raw Water Main Conformed Set B. Unless otherwise approved, new piping systems shall be completely assembled and successfully tested prior to making connections into existing pipe systems. 3.08 TAPPING FOR POTABLE AND NON - POTABLE WATER APPLICATIONS A. Tapping shall be performed using standard tapping saddles as specified in Section IV.41.2.9 for use on ductile iron and PVC piping. Tapping shall be performed only with use of tap saddles or sleeves. NO DIRECT TAPPING WILL BE PERMITTED. B. All connections requiring a larger diameter than that recommended by the pipe supplier, shall be made with a pipe connection as specified and indicated on the drawings. Taps may be performed while the pipeline is filled with water and under pressure ('wet' tap), or when the pipeline is not filled with water and not under pressure (`dry' tap). The City is to perform all wet taps. 109 PIGGING, FLUSHING AND CLEANING A. All mains shall be pigged, cleaned and flushed to remove all sand and other foreign matter. The Contractor shall be responsible for developing a pigging and flushing plan to be submitted to the Engineer for approval prior to pigging and flushing. The Contractor shall meter and pay for water used for pigging, flushing, and cleanings. The cost of this water shall be included with the pigging cost in the piping bid items. The Contractor shall dispose of all water used pigging and for flushing without causing a nuisance or property damage. Any permits required for the disposal of flushing water shall be the responsibility of the Contractor. No pigging or flushing is required for the 3" conduit pipe. B. Pigs shall be of sufficient size to clear the pipelines of any sand, debris and construction materials. C. All potable and raw water mains shall be disinfected in accordance with Specification Section IV.41.5 - Sterilization. 3.10 TESTING AND LEAKAGE A. This Section supersedes Specification Section IV.41.4.1. B. Hydrostatic Tests - General 1. The piping shall be tested between valved sections to a maximum length of 2,000 feet immediately after installation and backfilling has been completed. 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 Section IV -a 15064 -9 Mission Hills Raw Water Main Conformed Set high points, the Contractor shall install corporation stops or fittings and valves at such points so the air can be expelled as the pipe system is slowly filled with water. 3. Test pressure shall be maintained at 150 psi by pumping for a minimum of two (2) hours and until all sections under test have been checked for evidence of leakage. The test pressure shall not vary by more than +5 psi for the duration of the test. Rate of loss shall not exceed that specified in the following paragraph "Allowable Limits For Leakage." Visible leaks shall be corrected regardless of total leakage shown by test. NOTE: TEST DURATION SHALL BE AT LEAST TWO HOURS. 4. All pumps, gauges and measuring devices shall be furnished, installed and operated by the Contractor and all such equipment and devices and their installation shall be approved by the Engineer. All pressure and leakage testing shall be done in the presence of a representative of the Engineer and County. 5. Water for testing and flushing shall be reclaimed water for reclaimed water mains from a source approved by the Engineer. Flow velocity during line filling should not exceed 2 f.p.s. 6. If the contractor elects to perform hydrostatic testing against valves in an existing distribution system, he does so at his own risk and will bear the cost of any damages to the existing valve, piping system, private or public property, or the new pipeline under test. 7. Polyethylene Pipe Hydrostatic Test a. Under no circumstances shall the total time under test for PE pipe exceed 8 hours at 1.5 times the pipe pressure rating. If the test is not completed because of leakage, equipment failure or other reason, the test shall be permitted to "relax" for 8 hours before the next test sequence. b. For high density polyethylene pipe the initial test pressure shall be allowed to maintain at test pressure by adding make -up water each hour for a period of times as required by pipe manufacturer and approved by the engineer to allow for diameter expansion to stabilize. After the required equilibrium period the test section shall be returned to the original test pressure by adding a measurable amount of make -up water, the pump turned off and the final pressure held for a minimum of 2 hours. Pressure drop may occur due to pressure expansion. Allowable amounts of make -up water for expansion during the pressure test is shown in the tables following this sub - section. c. Allowance and testing for pipe stretching shall be as recommended by the Plastic Pipe Institute and AWWA. Section IV -a 15064 -10 1 1 1 1 1 1 1 e 1 1 1 1 1 1 1 1 Mission Hills Raw Water Main Conformed Set ALLOWABLE LEAKAGE IN GALLONS PER HOUR (Test Pressure = 150 psi) Pipe Diameter Leakage per 1,000 feet 4 0.37 6 0.55 8 0.74 10 0.92 12 1.10 ALLOWABLE FOR EXPANSION UNDER TEST PRESSURE* POLYETHYLENE PIPE Nominal Pipe Size (in.) Allowances for Expansion (US Gals /100 Feet of Pipe) 1 -Hour Test 2 -Hour Test 3 -Hour Test 3 0.10 0.15 4 0.13 0.25 6 0.30 0.60 8 0.50 1.0 100.75 1.3 2.1 12 1.1 2.3 0.25 0.40 0.90 1.5 3.4 * = These allowances only apply to the test phase and not to the initial expansion phase. C. Notice of Test: The Contractor shall give the Owner 48 hours advance notice of the time when the installation is ready for hydrostatic testing. END OF SECTION Section IV -a 15064 -11 Mission Hills Raw Water Main Conformed Set THIS PAGE LEFT BLANK INTENTIONALLY Section IV -a 15064 -12 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Mission Hills Raw Water Main Conformed Set SECTION 15065 TRACER WIRE PART 1- GENERAL 1.01 TRACER WIRE FOR PIPELINES A. All pipe (HDPE, PVC and DI) 4- inches and greater installed by open cut shall have two (2) 12 -gauge minimum solid or stranded copper locator wire taped to the top of the pipe at intervals no greater than 4 -feet. B. All pipe (HDPE, PVC or DI) installed by directional bore shall have (2) 10 -gauge high- carbon steel inner core reinforcement directional drilling tracer wires taped to the top of the pipe at intervals no greater than 4- feet.The tracer wire shall be Copperhead Extra High Strength copper -clad steel tracer wire as manufactured by Copperhead Industries or Pro -Trace HD -CCS PE45 tracer wire manufactured by Pro -Line Safety Products Company or approved equal. C. All potable water service lines will have two (2) 12 -gauge minimum solid or stranded copper locator wire installed together with the service line in a PVC casing pipe. D. The locator wires shall have colored insulation matching the type of service provided in the main and be acceptable for direct burial. E. All splices of the wires shall be made with watertight shrink wrap connections, as approved by the Engineer. F. The wires shall each be continuous throughout the project, with splices made only by methods approved by the Project Representative. The wire is to be tied to all valves, tees and elbows. H. The locator wires shall be brought up to the surface through a 2 -inch PVC pipe. I. The locator wires shall be brought up into all valve boxes with enough slack provided to extend 10 to 12 inches out of each box and installed as shown in the Standard Details. J. Contractor shall perform a 12 -volt DC electrical continuity test on each of the wires. Test each wire with both positive and negative charge. No more than one volt of loss per 1000 feet of wire will be acceptable. The locator wire system shall pass the 12 -volt DC electrical continuity test for at least one wire prior to final acceptance of the pipeline. Any cuts or breaks in the wire shall be repaired by the Contractor at his expense. Section IV -a 15065 -1 Mission Hills Raw Water Main Conformed Set K. The locator wire shall be tested by the Owner at the time of pressure testing. If this test fails, the Contractor is responsible for repairing the locator wire and the pressure test will be rescheduled when the wire passes the continuity test. 1.02 ALARMING TAPE A. Provide underground warning tape constructed of heavy gage 0.004 -inch polyethylene film to identify all buried utilities except 3 -inch and smaller irrigation pipe. Provide 6 -inch wide tape as follows: Film Legend Film Color Electric line below Red Telephone line below Orange Water line below Blue Raw Water Olive Green Sewer line below Green Nonpotable water below Brown Reclaimed water below Purple (Pantone 522C) 1. Install tape directly above each buried utility at a depth of 18- inches below final grade. PART 2 - PRODUCTS 2.01 12 -GAUGE EXTRA HIGH STRENGTH HARD DRAWN TRACER WIRE A. Conductor Specifications 1. Material Description: Copperweld® Copper -clad steel wire composed of a steel core with a uniform and continuous copper cladding thoroughly bonded to the steel throughout. a. Cladding: The steel and copper interface must have a metallurgical bond achieved through a high heat and pressure bonding process. Established process for porosity -free material. b. Steel: Extra High Strength with 0.54 carbon or greater. Verified to meet required mechanical properties. c. Copper: UNS- C10200; OF Copper according to ASTM B -170 (latest revision). High conductivity, oxygen free copper to achieve optimal signal performance. Section IV -a 15065 -2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Mission Hills Raw Water Main Conformed Set 2. Surface Condition: Wire surface shall be free of any defects, including flakes, grooves, pits, and voids. Wire surface shall be smooth, bright and shiny, and free of excessive copper dust and residual drawing lubricants. 3. Physical, Mechanical, and Electrical Properties The wire shall conform to the properties listed in Table 1. TABLE 1: Physical, Mechanical, and Electrical Properties #12 CCS 1055 Hard Drawn 21% Conductivity CCS Conductor Conductor Size 12 AWG Conductor Type Copper Clad Steel (CCS) Temper Hard Drawn (HD) Average Break Load 1150 lbs. Minimum Tensile Strength 200,000 psi Minimum Elongation 1.0% Copper Thickness (% of Diameter) 3.0% Minimum Copper Weight 13% Nominal DC Resistance (ohms /1000 ft.) 7.5648 *Diameter tolerances: + 1% B. Insulating Jacket Specifications 1. Material Description: insulating jacket is comprised of a co- polymer high molecular weight natural high density polyethylene (HDPE) designed specifically for high -speed copper wire insulating. It contains the required levels and types of primary antioxidant and metal deactivator additives to satisfy most Wire and Cable industry requirements. HDPE material will be produced with an excellent balance of surface smoothness, processing ease, tensile and elongation properties, abrasion toughness, environmental stress crack, thermal stress crack resistance, and electrical consistency. 2. Physical, Mechanical, and Electrical Properties The wire shall conform to the properties listed in Table 2. Section IV -a 15065 -3 Mission Hills Raw Water Main Conformed Set TABLE 2: Physical, Mechanical, and Electrical Properties High Density Polyethylene Insulator Value Density (ASTM D 792) 0.943 g/cc Bulk Density (ASTM D 1895) 0.58 g/cc Melt Index (ASTM D 1238/E) 0.70 dg/min Tensile -Yield (ASTM D 638) 4300 psi Tensile- Ultimate (ASTM D 638) 2900 psi Tensile- Elongation (ASTM D 638) 850% Flexural Modulas (ASTM D 790/1) 120,000 psi Hardness (ASTM D 2240) 63 Shore D Environmental Stress -Crack (ASTM D 1693/B) F20 > 48 h Thermal Stress -Crack (ASTM D2951) FO > 1000 h Brittleness Temperature (ASTM D 746) < -95° F Melting Point (DSC) (ASTM D 3417) 262° F Softening Point (Vicat) (ASTM D 1525) 250° F Oxidative Induction Time (ASTM D 3895) > 50 min. @ 200° C Dielectric Constant (ASTM D 1531) 2.34 @ 1MHz Dissipation Factor (ASTM D 1531) 0.00007 @ 1 MHz Volume Resistivity (ASTM D 257) 5 x 1017 ohm -cm Dielectric Strength (ASTM D 3755) 1000 volts @ 20 mils END OF SECTION Section IV -a 15065 -4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Mission Hills Raw Water Main Conformed Set SECTION 15100 VALVES AND APPURTENANCES PART 1— GENERAL 1.01 SCOPE OF WORK A. Furnish all labor, materials, equipment and incidentals required and install complete and ready for operation all valves and appurtenances as shown on the Drawings and as specified herein. B. All valves and appurtenances shall be of the size shown on the Drawings and to the extent possible, all equipment of the same type shall be from one manufacturer. C. All valves and appurtenances shall have the name of the maker and the working pressure for which they are designed cast in raised letters upon some appropriate part of the body. D. The equipment shall include, but not be limited to, the following: 1. Gate Valves 2. Valve Boxes 3. Corporation Stops 4. Curb Stops 5. Reclaimed Water Meter /Service Boxes 6. Combination Air Valves 1.02 HANDLING A. All valves, unless otherwise directed, shall be loaded and unloaded by lifting, and under no circumstances shall valves be dropped, skidded, or rolled. Valves shall not be stacked or placed under pipe, fittings or other valves in such a manner that damage could result. B. Slings, hooks, or tongs used for lifting shall be padded in such a manner as to prevent damage to exterior surface or interior linings and valve components. If any part of the valve's coating, lining or components is damaged, the repairs or replacement shall be made by the Contractor at his expense and in a manner satisfactory to the Engineer prior to attempting installation of such valves. C. Only new valves will be allowed for installation and all valves shall be stored in a manner that they won't be damaged and kept free of dirt, mud, or other foreign matter that will be deemed detrimental to the proper performance of the valve. Section IV -a 15100 -1 Mission Hills Raw Water Main Conformed Set 1.03 INSTALLATION A. Valves shall be set and joined to the pipe and each type of joint as described in Section 15062 and this Section of these specifications. B. All valves shall be permanently stamped or tagged with stainless steel tags on the extension stem which differentiate reclaimed water valves from potable water valves. C. Cast iron valve boxes shall be firmly supported, maintained centered and plumb over the operating nut of the valve and set in a 2 -foot by 2 -foot by 6- inches thick concrete collar as shown on standard details. The box cover shall be flush with the surface of the finished pavement. All box lids shall be painted OSHA safety purple, color coded to type of service. 1.04 DESCRIPTION OF SYSTEMS A. All of the equipment and materials specified herein are intended to be standard for use in controlling the flow of reclaimed water. 1.05 QUALIFICATIONS A. All of the types of valves and appurtenances shall be products of well established reputable firms who are fully experienced, reputable and qualified in the manufacture of the particular equipment to be furnished. The equipment shall be designed, constructed and installed in accordance with the best practices and methods and shall comply with these Specifications as applicable. 1.06 SUBMITTALS A. Submit to the Engineer within 30 days after execution of the contract a list of materials to be furnished, the names of the suppliers and the date of delivery of materials to the site. B. Complete shop drawings of all valves and appurtenances shall be submitted to the Engineer for approval in accordance with Paragraph 6.11.1 of Section III - General Conditions of the Contract Documents. 1.07 TOOLS A. Special tools, if required for normal operation and maintenance shall be supplied with the equipment. PART 2 — PRODUCTS Section IV -a 15100 -2 1 1 1 1 1 Mission Hills Raw Water Main Conformed Set 2.01 RESILIENT SEATED GATE VALVES A. See Specification 41.2.3 of Section IV — Technical Specifications. 2.02 CORPORATION STOPS A. Corporation stops shall be all brass conforming to ASTM B62. Inlet shall be CC thread, outlet shall be of compression type for CTS pipe with internal or external gripping device. ' B. All corporation stops are to be supplied with plastic tubing stiffeners for use with PB DR9. 1 1 1 1 1 1 1 1 1 1 1 1 1 C. Approved Products are: 1. 1 -inch Threaded MUELLER 25008. 2. 2 -inch Threaded Ford FB 400 -7. 3. Approved equal. 2.03 CURB STOPS A. Ford curb stop with lock wing and compression inlet: 1. 1 -inch #BRW 43- 444W -Q 2. 2 -inch #BRW 41- 777W -Q 3. Approved equal. B. Curb Stop should be stamped with "reclaimed water ". 2.04 VALVE BOXES A. See Specification 41.2.3 of Section IV — Technical Specifications. 2.05 COMBINATION AIR VALVE & POLYETHYLENE COVER A. The combination air valve shall be ARI Model D- 040 -P. For more details see Sheet 26 of the Construction Drawings. PART 3 — EXECUTION Section IV -a 15100 -3 Mission Hills Raw Water Main Conformed Set 3.01 INSTALLATION A. All valves and appurtenances shall be installed in the location shown, true to alignment and rigidly supported. Any damage to the above items shall be repaired to the satisfaction of the Engineer before they are installed. B. After installation, all valves and appurtenances shall be tested at least two hours at the working pressure corresponding to the class of pipe, unless a different test pressure is specified. If any joint proves to be defective, it shall be repaired to the satisfaction of the Engineer. C. Install all floor boxes, brackets, extension rods, guides, the various types of operators and appurtenances as shown on the Drawings that are in masonry floors or walls, and install concrete inserts for hangers and supports as soon as forms are erected and before concrete is poured. Before setting these items, the Contractor shall check all plans and figures which have a direct bearing on their location and he shall be responsible for the proper location of these valves and appurtenances during the construction of the structures. Pipe for use with flexible couplings shall have plain ends as specified in the respective pipe. E. Alloy steel bolts and nut for flanged joints shall be made with high strength, low alloy Cor -Ten bolts, nuts and washers. Cor -Ten for mechanical joints shall be made with mild corrosion resistant alloy steel bolts and nuts. All exposed bolts shall be painted the same color as the pipe. All valves and joints to be wrapped with 8 mil. Color coded poly wrap. F. Prior to the installation of sleeve -type couplings, the pipe ends shall be cleaned thoroughly for a distance of 8 inches. Soapy water may be used as a gasket lubricant. A follower and gasket, in that order, shall be slipped over each pipe to a distance of about 6 inches from the end, and the middle ring shall be placed on the substantial completion date unless otherwise requested by the Owner. G. Valve boxes with concrete collars shall be installed as shown on the Drawings. Mechanical joints shall be made in the standard manner. Valve stems shall be vertical in all cases. Place cast iron box over each stem with base bearing on compacted fill and top flush with final grade. Boxes shall have sufficient bracing to maintain alignment during backfilling. Knobs on cover shall be parallel to pipe. Remove any sand or undesirable fill from valve box. 3.02 SHOP PAINTING Section TV-a 15100 -4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Mission Hills Raw Water Main Conformed Set A. Ferrous surfaces of valves and appurtenances shall receive a coating of rust- inhibitive primer. All pipe connection openings shall be capped to prevent the entry of foreign matter prior to installation. B. All exposed piping, valves and meters shall receive one (1) primer coat of Tnemec Series 66 or equal (4 -5 dry mils) and two (2) coats of Tnemec Series 72 or equal (2 -3 dry mils each). The color shall be Safety Purple. 3.03 INSPECTION AND TESTING A. Completed valves and appurtenances shall be subjected to hydrostatic. pressure test as described in other sections of these specifications. All leaks in valves and appurtenances shall be repaired and lines retested as approved by the Project Representative. Prior to testing, the pipelines shall be supported in an approved manner to prevent movement during tests. END OF SECTION Section IV -a 15100 -5 APPENDIX Table of Contents: PROJECT PERMITS GEOTECHNICAL SOIL REPORT Appendix.docx i 7/7/2014 1 I 1 1 1 1 1 1 r PROJECT PERMITS Appendix.docx 7/7/2014 1 1 1 1 1 1 1 1 r 1 1 1 1 1 1 1 1 1 1 FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Southwest District Office 13051 North Telecom Parkway Temple Terrace, Florida 33637 -0926 In the matter of an Application for Permit by: Robert Fahey, P.E., Utilities Engineering Manager City of Clearwater 100 South Myrtle Avenue, #220 Clearwater, FL 33756 robert. fahey(aimyclearwater. com RICK SCO rr GOVERNOR CARLOS LOPEZ-CANTERA LT. GOVERNOR JONATHAN P. STEVERSON SECRETARY DEP File No.: 0125966- 355 -DS/MM Pinellas County NOTICE OF PERMIT ISSUANCE Enclosed is Permit Number 0125966- 355 -DS/MM to construct public water system raw water transmission main, issued pursuant to Section(s) 403.087(1), Florida Statutes. This permit is final and effective on the date filed with the clerk of the Department unless a petition is filed in accordance with the paragraphs below or unless a request for extension of time in which to file a petition is filed within the required timeframe and conforms to Rule 62- 110.106(4), Florida Administrative Code. Upon timely filing of a petition or a request for an extension, this permit will not be effective until further Order of the Department. A person whose substantial interests are affected by this permit may petition for an administrative proceeding (hearing) in accordance with sections 120.569 and 120.57 of the Florida Statutes. The petition must contain the information set forth below and must be filed (received) with the Agency Clerk for the Department of Environmental Protection, Office of General Counsel, Mail Station 35, 3900 Commonwealth Boulevard, Tallahassee, Florida 32399 -3000, within 14 days of receipt of this Notice. Petitioner shall mail a copy of the petition to the applicant at the address indicated above at the time of filing. Failure to file a petition within this time period shall constitute a waiver of any right such person may have to request an administrative determination (hearing) under sections 120.569 and 120.57 of the Florida Statutes. Any subsequent intervention will only be at the approval of the presiding officer upon motion filed pursuant to Rule 28- 106.205, of the Florida Administrative Code. A petition must contain the following information: (a) The name and address of each agency affected and each agency's file or identification number, if known; (b) The name, address, and telephone number of the petitioner; the name, address, and telephone number of the petitioner's representative, if any, which shall be the address for service purposes during the course of the proceeding; and an explanation of how the petitioner's substantial interests will be affected by the agency determination; (c) A statement of how and when the petitioner received notice of the agency decision; 1it.clep.state Permittee: City of Clearwater Robert Fahey, P.E. Page 2 DEP File No.: 0125966- 355 -DS/MM (d) A statement of all disputed issues of material fact. If there are none, the petition must so indicate; (e) A concise statement of the ultimate facts alleged, including the specific facts which petitioner contends warrant reversal or modification of the Depaltinent's action; (f) A statement of the specific rules or statutes the petitioner contends requires reversal or modification of the Department's action, including an explanation of how the alleged facts relate to the specific rules or statutes; and (g) A statement of the relief sought by petitioner, stating precisely the action that the petitioner wants the Department to take. A petition that does not dispute the materials facts on which the Department's action is based shall state that no such facts are in dispute and otherwise contain the same information as set forth above, as required by Rule 28- 106.301, of the Florida Administrative Code. Because the administrative hearing process is designed to formulate fmal agency action, the filing of a petition means that, the Department's final action may be different from the position taken by it in this Notice. Persons whose substantial interests will be affected by any such final decision of the Department on the petition have the right to petition to become a party to the proceeding, in accordance with the requirements set forth above. When the Order (Permit) is final, any party to the Order has the right to seek judicial review of the Order pursuant to section 120.68 of the Florida Statutes, by filing a Notice of Appeal pursuant to Rule 9.110 of the Florida Rules of Appellate Procedure, with the Clerk of the Department in the Office of General Counsel, Mail Station 35, 3900 Commonwealth Boulevard, Tallahassee, Florida 32399 -3000; and by filing a copy of the notice of appeal accompanied by the applicable filing fees with the appropriate district court of appeal. The notice of appeal must be filed within 30 days from the date when the final order is filed with the Clerk of the Department. Executed in Hillsborough County, Florida. STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION for Kelley M. Boatwright Program Administrator Permitting & Waste Cleanup Program Southwest District Permittee: City of Clearwater Robert Fahey, P.E. Page 3 CERTIFICATION OF SERVICE DEP File No.: 0125966- 355 -DS /MM The undersigned duly designated deputy agency clerk hereby certifies that this Notice of Permit Issuance and all copies were mailed/electronically transmitted before the close of business on June 10, 2015 to those persons listed. FILING AND ACKNOWLEDGEMENT Filed, on this date, under Section 120.52(7), Florida Statutes, with the designated Department Clerk, receipt of which is hereby acknowledged. esm-4112v Gracuin, June 10, 2015 Clerk Date Copies Furnished to: Bozhidar V. Handjiev, P.E., URS, bozho.handjiev@urs.com FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Southwest District Office 13051 North Telecom Parkway Temple Terrace, Florida 33637 -0926 ELECTRONIC CORRESPONDENCE ONLY PERMITTEE: City of Clearwater Robert Fahey, P.E., Utilities Engineering Manager 100 South Myrtle Avenue, #220 Clearwater, FL 33756 robert.fahev@myclearwater.com RICK SCOTT GOVERNOR CARLOS LOPEZ- CANTE.RA LT. GOVERNOR JONAT73AN P. SIEVERSON SECRETARY PWS ID NUMBER: 652 -0336 PERMIT NUMBER: 0125966- 355 -DS/MM DATE OF ISSUE: June 10, 2015 EXPIRATION DATE: June 9, 2020 COUNTY: Pinellas PROJECT: Mission Hills Raw Water Main This permit is issued under the provisions of Chapter 403, Florida Statutes (F.S.), and Florida Administrative Code (F.A.C.) Chapters 62 -4, 62 -550, 62 -555 and 62 -560. The above named permittee is hereby authorized to perform the work or operate the facility shown on the application and approved drawings, plans, and other documents attached hereto or on file with the Department and made a part hereof and specifically described as follows: TO CONSTRUCT: Additional two segments of raw water transmission main that will supply brackish water to the City of Clearwater RO WTP No. 2. PROPOSED CONSTRUCTION INCLUDES: Extension of approximately 700 linear feet (10 of 8 -inch PVC and HDPE pipe along SR 590 and approximately 150 if of 8 -inch PVC pipe across the CSX right of way north of Kapok Park. IN ACCORDANCE WITH: Engineering drawings and related documents, prepared by Bozhidar V. Handjiev, P.E., URS Corporation. I %dep.siate A. General Conditions The permittee shall be aware of and operate under the Permit Conditions below. These applicable conditions are binding upon the permittee and enforceable pursuant to Chapter 403, Florida Statutes. [F.A.C. Rule 62- 555.533(1)] 1. The terms, conditions, requirements, limitations and restrictions set forth in this permit, are "permit conditions" and are binding and enforceable pursuant to Sections 403.141, 403.727, or 403.859 through 403.861, F.S. The permittee is placed on notice that the Department will review this permit periodically and may initiate enforcement action for any violation of these conditions. 2. This permit is valid only for the specific processes and operations applied for and indicated in the approved drawings or exhibits. Any unauthorized deviation from the approved drawings, exhibits, specifications, or conditions of this permit may constitute grounds for revocation and enforcement action by the Department. 3. As provided in Subsections 403.087(6) and 403.722(5), F.S., the issuance of this permit does not convey any vested rights or any exclusive privileges. Neither does it authorize any injury to public or private property or any invasion of personal rights, nor any infringement of federal, state, or local laws or regulations. This penult is not a waiver of or approval of any other department permit that may be required for other aspects of the total project which are not addressed in this permit. 4. This permit conveys no title to land or water, does not constitute State recognition or acknowledgment of title, and does not constitute authority for the use of submerged lands unless herein provided and the necessary title or leasehold interests have been obtained from the State. Only the Trustees of the Internal Improvement Trust Fund may express State opinion as to title. 5. This permit does not relieve the permittee from liability for harm or injury to human health or welfare, animal, or plant life, or property caused by the construction or operation of this permitted source, or from penalties therefore; nor does it allow the pennittee to cause pollution in contravention of Florida Statutes and Department rules, unless specifically authorized by an order from the Department. 6. The permittee shall properly operate and maintain the facility and systems of treatment and control (and related appurtenances) that are installed and used by the permittee to achieve compliance with the conditions of this permit, as required by Department rules. This provision includes the operation of backup or auxiliary facilities or similar systems when necessary to achieve compliance with the conditions of the permit and when required by Department rules. 7. The permittee, by accepting this permit, specifically agrees to allow authorized Department personnel, upon presentation of credentials or other documents as may be required by law and at reasonable times (reasonable time may depend on the nature of the concern being investigated), access to the premises where the permitted activity is located or conducted to: a. Have access to and copy any records that must be kept under conditions of the permit; b. Inspect the facility, equipment, practices, or operations regulated or required under this permit; and c. Sample or monitor any substances or parameters at any location reasonably necessary to assure compliance with this permit or Department rules. 8. If, for any reason, the permittee does not comply with or will be unable to comply with any condition or limitation specified in this permit, the pennittee shall immediately provide the Department with the following information: a. A description of and cause of noncompliance; and b. The period of noncompliance, including dates and times; or, if not corrected, the anticipated time the noncompliance is expected to continue, and steps being taken to reduce, eliminate, and prevent recurrence of the noncompliance. The permittee shall be responsible for any and all damages which may result and may be subject to enforcement action by the Depai tu►ent for penalties or for revocation of this permit. 2 9. In accepting this permit, the permittee understands and agrees that all records, notes, monitoring data and other information relating to the construction or operation of this permitted source which are submitted to the Department may be used by the Department as evidence in any enforcement case involving the permitted source arising under the Florida Statutes or Department rules, except where such use is prescribed by Sections 403.111 and 403.73, F.S. Such evidence shall only be used to the extent it is consistent with the Florida Rules of Civil Procedure and appropriate evidentiary rules. 10. The pennittee agrees to comply with changes in Department rules and Florida Statutes after a reasonable time for compliance; provided, however, the permittee does not waive any other rights granted by Florida Statutes or Department rules. A reasonable time for compliance with a new or amended surface water quality standard, other than those standards addressed in Rule 62- 302.500, shall include a reasonable time to obtain or be denied a mixing zone for the new or amended standard. 11. This permit is transferable only upon Department approval in accordance with Rule 62- 4.120 and 62- 730.300, F.A.C., as applicable. The permittee shall be liable for any non - compliance of the permitted activity until the transfer is approved by the Department. 12. This permit or a copy thereof shall be kept at the work site of the permitted activity. 13. This permit also constitutes: a. Determination of Best Available Control Technology (BACT) b. Determination of Prevention of Significant Deterioration (PSD) c. Certification of compliance with State Water Quality Standards (Section 401, PL 92 -500) d. Compliance with New Source Performance Standards 14. The permittee shall comply with the following: a. Upon request, the permittee shall furnish all records and plans required under Department rules. During enforcement actions, the retention period for all records will be extended automatically unless otherwise stipulated by the Department. b. The permittee shall hold at the facility or other location designated by this permit records of all monitoring information (including all calibration and maintenance records and all original strip chart recordings for continuous monitoring instrumentation) required by the permit, copies of all reports required by this permit, and records of all data used to complete the application for this permit. These materials shall be retained at least three years from the date of the sample, measurement, report, or application unless otherwise specified by Department rule. c. Records of monitoring information shall include: i. the date, exact place, and time of sampling or measurements; ii. the person responsible for performing the sampling or measurements; iii. the dates analyses were performed; iv. the person responsible for performing the analyses; v. the analytical techniques or methods used; vi. the results of such analyses. 15. When requested by the Department, the permittee shall within a reasonable time furnish any information required by law which is needed to determine compliance with the permit. If the permittee becomes aware the relevant facts were not submitted or were incorrect in the permit application or in any report to the Department, such facts or information shall be corrected promptly. 3 B. Regulatory Section 1. All construction must be in accordance with this permit. Before commencing work on project changes for which a construction permit modification is required per 62- 555.536(1), the permittee shall submit to the Department a written request for a permit modification. Each such request shall be accompanied by one copy of a revised construction permit application, the proper processing fee and one copy of either a revised preliminary design report or revised drawings, specifications and design data. [F.A.C. Rule 62- 555.536]. 2. Permitted construction or alteration of public water supply systems must be supervised during construction by a professional engineer registered in the State of Florida if the project was designed under the responsible charge of a professional engineer licensed in the State of Florida. The permittee must retain the service of a professional engineer registered in the State of Florida to observe that construction of the project is in accordance with the engineering plans and specifications as submitted in support of the application for this permit. [F.A.C. Rule 62- 555.520(3)]. 3. If prehistoric or historic artifacts, such as pottery or ceramics, stone tools or metal implements, dugout canoe remains, or any other physical remains that could be associated with Native American cultures, or early colonial or American settlement are encountered at any time within the project site area, the permitted project should cease all activities involving subsurface disturbance in the immediate vicinity of such discoveries. The permittee, or other designee, should contact the Florida Department of State, Division of Historical Resources, Compliance and Review Section at 850.245.6333 or 800.847.7278, as well as the appropriate permitting agency office. Project activities should not resume without verbal and/or written authorization from the Division of Historical Resources and the permitting agency. In the event that unmarked human remains are encountered during permitted activities, all work shall stop immediately and the proper authorities notified in accordance with Section 872.05, Florida Statutes. 4. In accordance with General Condition #11 of this permit, this permit is transferable only upon Department approval. Persons proposing to transfer this permit must apply jointly for a transfer of the permit within 30 days after the sale or legal transfer of ownership of the permitted project that has not been cleared for service by the Department using form, 62- 555.900(8), Application for Transfer of a PWS Construction Permit along with the appropriate fee. [F.A.C. Rule 62- 555.536(5)] 5. This permit satisfies Drinking Water permitting requirements only and does not authorize construction or operation of this distribution system prior to obtaining all other necessary permits from other program areas within the Department, or required permits from other state, federal, or local agencies. 6. This permit is for CONSTRUCTION ONLY of the distribution system project. This permit shall not infer that the clearance necessary for connection will be granted. Any such clearance shall be granted only when the connection point has been permitted and cleared for use by the Department and the public water system to which the water main extension will be connected, has the capacity necessary to meet the design water demands of all customers to be served by the water main extension. Partial clearance may be granted, if required. 7. If gasoline contamination is found at the construction site, work shall be stopped and the proper authorities notified. With the approval of the Department, ductile iron pipe and fittings, and solvent resistant gaskets materials shall be used in the contaminated area. The ductile pipe shall be used in the contaminated area. The ductile iron pipe shall extend 100 feet beyond any solvent noted. Any contaminated soil that is excavated shall be placed on an impermeable mat, covered with waterproof covering, and held for disposal. If the site cannot be properly cleaned, then consultation with the Department is necessary prior to continuing with the project construction. 8. This permit does not constitute approval of construction on jurisdictional wetland areas; therefore such approval must be obtained separately from the Water Management District or from DEP ERP Section, as applicable, Pennittee shall provide a copy of the permit approval to the Department if water main installation involves activities on wetlands. 4 C. Construction Standards 1. All products, including paints, which shall come into contact with potable water, either directly or indirectly, shall conform with National Sanitation Foundation (NSF) International, Water Chemicals Codex, Food Chemicals Codex, American Water Works Association (AWWA) Standards and the Food and Drug Administration, as provided in Rule 62- 555.320(3), F.A.C. 2. Water supply facilities, including mains, pipe, fittings, valves, fire hydrants and other materials shall be installed in accordance with the latest applicable AWWA Standards and Department rules and regulations. The system shall be pressure and leak tested in accordance with AWWA Standard C600 C603, or C605, as applicable, and disinfected in accordance with AWWA Standard C651 -653, as well as in accordance with Rule 62- 555.340, F.A.C. 3. The installation or repairs of any public water system, or any plumbing in residential or nonresidential facilities providing water for human consumption, which is connected to a public water system shall be lead free in accordance with Rule 62- 555.322, F.A.C. 4. When any existing asbestos cement (AC) pipes are replaced under this permit, the permittee shall do so in accordance with the applicable rules of Federal Asbestos Regulation and Florida DEP requirements. For specific requirements applicable to AC pipes, the permittee should contact the Air and Waste Management section managers prior to commencing any such activities at (813)- 470 -5700. Please be aware that a notification is required to be submitted to the Department for a regulated project. 5. Permittee shall maintain vertical clearance and horizontal separation between water mains and sanitary sewers, storm sewers, etc. unless approved otherwise by the Department, as provided in Rule 62- 555.314, F.A.C., and Section 8.6 of Recommended Standards for Water Works, a manual adopted by reference in Rule 62- 555.330(3), F.A.C. 6. Pennittee shall ensure that there shall be no cross - connection with any non - potable water source in accordance with Rule 62- 555.360, F.A.C. 7. Approval to place the system into service shall not be granted until the public water system components permitted under City of Clearwater RO WTP #2 — Contracts 2 & 3: Raw Water Transmission Main Expansion Project, FDEP Permit 0125966- 338 -DS /C have been constructed and the Department has cleared said components for placement into service. D. Operational Requirements 1. The supplier of water shall operate and maintain the public water system so as to comply with applicable standards in F.A.C. Rule 62 -550 and 62- 555.350. 2. The permittee shall have complete record drawings produced for the project in accordance with Rule 62- 555.530(4), F.A.C. E. Monitoring Provisions This section does not apply to the distribution system. F. Clearance Requirements 1. The permittee must instruct the engineer of record to request system clearance from the Department within sixty (60) days of completion of construction, testing and disinfecting the system. Bacteriological test results shall be considered unacceptable if the test were completed more than 60 days before the Department received the results. [F.A.C. Rule 62- 555.340(2)(c)] Permitted construction or alteration of a public water system may not be placed into service until a letter of clearance has been issued by this Department. [F.A.C. Rule 62- 555.345] 5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2. Prior to placing this project into service, Permittee shall submit, at a minimum, all of the following to the Department for evaluation and approval for operation, as provided in Rules 62- 555.340 and 62- 555.345, F.A.C.: a. the engineer's Certification of Construction Completion and Request for Clearance to Place Permitted PWS Components Into Operation {DEP Form 62- 555.900(9) }; b. certified record drawings, if there are any changes noted for the permitted project. c. two consecutive days of satisfactory bacteriological analytical results (see paragraph 3 below). d. copy of a satisfactory pressure test of the process piping performed in accordance with AWWA Standards. [F.A.C. Rule 62- 555.320(21)(a)(1)] In order to facilitate the issuance of a letter of clearance, the Department requests that all of the above information be submitted as one package. 3. The new facilities shall be cleaned, disinfected, and bacteriologically cleared in accordance with Chapter 62 -555, F.A.C. The bacteriological clearance data representative of the distribution system (in accordance with the instructions for Bacteriological Sampling Locations shown below) shall be submitted to the Department with the engineer's certification of construction completion. [Section 62- 555.340 and 62- 555.315(6)(b), F.A.C.] Bacteriological Sampling Locations: Copies of satisfactory bacteriological analyses taken from locations within the distribution system or water main extension to be cleared, in accordance with Rules 62- 555.315 (6), 62- 555.340 and 62- 555.330, F.A.C. and American Water Works Association (AWWA) Standard C 651- 92 as follows: • The endpoint of the proposed addition; • Any water lines branching offa main extension; • Every 1,200 feet of water main; • Each location shall be sampled on two separate days (at least 6 hours apart) with sample point locations and chlorine residual readings clearly indicated on the report and /or drawings. • Bacteriological sample results will be considered unacceptable if the tests were completed more than 60 days before the Department receives the results. Executed in Hillsborough County, Florida STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION for Kelley M. Boatwright Program Administrator Permitting & Waste Cleanup Program Southwest District Enclosures: Utilities Separation Requirements 6 LOCATION OF PUBLIC WATER SYSTEMS MAINS IN ACCORDANCE WITH F.A.C. RULE fit - 555.314 Other Pipe Horizontal Separation Crossings (1) Joint Spacing Q Crossings (Full Joint Centered) Storm Sewer, St+ormwater Force Maim, Reclaimed Water (2) Ahtemate 3 ft. minimum p Water Main 1 `Water Main 12 inches is the minimum, except for storm sewer, then 6 inches is the minimum and 12 inches is preferred 3 ft. minimum Wafer Main MINIM Vacuum Sanitary Sewer Alternate 3 ft. u li , I Water Main I Water Main Water Main II II 12 inches preferred 6 inches minimum I0 ft. preferred 3 R minimum Gravity or Pressure Sanitary Serer, Sanitary Sewer Force Main, Reclaimed Water (4) Alternate 6 ft. ir1i imtmi water Main Water Main 10 f% preferred 6 fl. tninintum (3) 12 inches is the ranimmn, accept for gravity sower, then 6 inches is the minimum and 12 inches is preferred (a water bra 1 On -Site Sewage Treatment & Disposal System 10 ft. minimum — (1) Water main should cross above other pipe. When water main must be below other pipe, the minimum separation is 12 inches. (2) Reclaimed water regulated under Part III of Chapter 62 -610, F.A.C. (3) 3 ft. for gravity sanitary sewer where the bottom of the water main is laid at least 6 inches above the top of the gravity sanitary sewer. (4) Reclaimed water not regulated under Part III of Chapter 62 -610, F.A.C. inwer_71kis document is provided for roar eeereiMeee sett Pk . refer to VAC. Rote 62.35S314 der lob:Moeateoesendfee npiemenfa. www,del slatelLus an NM ail NM INN UM NM MR an NIB INN MN NM NO MN 1 1 1 1 1 1 1 RULE 14-46 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION UTILITY PERMIT 710 -010-85 UTILITIES OGC - 08/10 PERMIT NO.:2015 -H- 799 -91 SECTION NO.:15050000 STATE ROAD 590 COUNTYPINELLAS FDOT construction is proposed or underway. Financial Project ID: • Yes © No Is this work related to an approved Utility Work Schedule? If yes, Document Number: • Yes © No PERMITTEE: City of Clearwater (Robert Fahey) ADDRESS: 100 S. Myrtle Ave. TELEPHONE NUMBER: (727) 562 -4747 CITY /STATE /ZIP: Clearwater, FL 33756 The above PERMITTEE requests permission from the State of Florida Department of Transportation, hereinafter called the FOOT, to construct, operate and maintain the following:ConstrUCtion of approximately 700 If of 8" PVC and HDPE raw water piping along the south side of the SR 590 right -of- way.... (see cont. page) FROM: TO: Submitted for the PERMITTEE by: Name and Company (Typed or Printed Legibly) Contact Information Address/Telephone /E -Mail (if applicable) Signature Date ROBERT FAHEY 7650 West Courtney Campbell Causeway Tamr ROBERT FAHEY (sig) 04/30/2015 1 1 1 1 1 1 1 1 1 1 1 1 1. The Permittee declares that prior to filing this application, the location of all existing utilities that it owns or has an interest in, both aerial and underground, are accurately shown on the plans and a letter of notification was mailed on 04/28/2015 to the following utilities known to be involved or potentially impacted in the area of the proposed installation: Duke Energy 2. The local Maintenance or Resident Engineer, hereafter referred to as the FDOT Engineer, shall be notified a minimum of forty eight (48) hours in advance prior to starting work and again immediately upon completion of work. The FDOT's Engineer is Brian Bennett located at 5211 Ulmerton Road, MS 7 -1210 (Route 1) Clearwater, FL 33760 , Telephone Number (727) 575 -8327 The Permittee's employee responsible for MOT is Telephone Number (This name may be provided at the time of the forty eight (48) hour advance - notice prior to starting work). 3. All work, materials, and equipment shall be subject to inspection and approval by the FDOT Engineer. 4. All plans and installations shall conform to the requirements of the FDOT's UAM in effect as of the date this permit is approved by FDOT, and shall be made a part of this permit. This provision shall not limit the authority of the FDOT under Paragraph 8 of this Permit. 5. This Permittee shall commence actual construction in good faith within 120 days after issuance of permit, and shall be completed within 30 days after the permitted work has begun. If the beginning date is more than sixty (60) days from the date of permit approval, the Permittee must review the permit with the FDOT Engineer to make sure no changes have occurred to the Transportation Facility that would affect the permitted construction. 6. The construction and maintenance of such utility shall not interfere with the property and rights of a prior Permittee. 7. It is expressly stipulated that this permit is a license for permissive use only and that the placing of utilities upon public property pursuant to this permit shall not operate to create or vest any property right in said holder, except as provided in executed subordination and Railroad Utility Agreements. 8. Pursuant to Section 337.403, Florida Statutes, any utility placed upon, under, over, or along any public road or publicly owned rail corridor that is found by FDOT to be unreasonably interfering in any way with the convenient, safe, or continuous use, or maintenance, improvement, extension, or expansion, of such public road or publicly owned rail corridor shall, upon thirty (30) days written notice to the utility or its agent by FDOT, be removed or relocated by such utility at its own expense except as provided in Section 337.403(1), Florida Statutes, and except for reimbursement rights set forth in previously executed subordination and Railroad Utility Agreements, and shall apply to all successors and assigns for the permitted facility. 9. It is agreed that in the event the relocation of said utilities are scheduled to be done simultaneously with the FDOT's construction work, the Permittee will coordinate with the FDOT before proceeding and shall cooperate with the FDOT's contractor to arrange the sequence of work so as not to delay the work of the FDOT's contractor, defend any legal claims of the FDOT's contractor due to delays caused by the Permittee's failure to comply with the approved schedule, and shall comply with all provisions of the law and the FDOT's current UAM. The Permittee shall not be responsible for delay beyond its control. 10. In the case of non - compliance with the FDOT's requirements in effect as of the date this permit is approved, this permit is void and the facility will have to be brought into compliance or removed from the R/W at no cost to the FDOT, except for reimbursement rights set forth in previously executed subordination and Railroad Utility Agreements. This provision shall not limit the authority of the FDOT under Paragraph 8 of this Permit. 11. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the State's right, title and interest in the land to be entered upon and used by the Permittee, and the Permittee will, at all times, and to the extent permitted by law, assume all risk of and indemnify, defend, and save harmless the State of Florida and the FDOT from and against any and all loss, damage, cost or expense arising in any manner on account of the exercise or attempted exercises by said Permittee of the aforesaid rights and privileges. 12. During construction, all safety regulations of the FDOT shall be observed and the Permittee must take measures, including placing and the display of safety devices that may be necessary in order to safely conduct the public through the project area in accordance with the Federal MUTCD, as amended by the UAM. 13. Should the Permittee be desirous of keeping its utilities in place and out of service, the Permittee, by execution of this permit acknowledges its present and continuing ownership of its utilities located between and within the FDOT's R/W as set forth above. Whenever the Permittee removes its facilities, it shall be at the Permittee'., sel cwt exp nee The Permittee, at its sole expense, shall promptly remove said out of service utilities whenever the FDOT determines said removal Kill one ptillt.idest. 14. In the event contaminated soil is encountered by the Permittee or anyone within the permitted construction limits, the Permittee shall immediately cease work and notify the FDOT. The FDOT shall notify the Permitee of any suspension or revocation of the permit to allow contamination assessmenTapp, remediation. Said suspension or revocation shall remain in effect until otherwise notified by FDOT 15. For any excavation, construction, maintenance, or support activities performed by or on behalf of the FDOT, within its R/W the Permittee may be required by the FDOT or its agents to perform the following activities with respect to a Permittee's facilities: physically expose or direct exposti a of url rgrodh ilities, provide any necessary support to facilities and /or cover, de- energize or alter aerial facilities as deemed necessary for protection and safety. Page 1 of 2 RULE 14-46 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION UTILITY PERMIT 710 -010-85 UTILITIES OGC - 08/10 16. Pursuant to Section 337.401(2), Florida Statutes, the permit shall require the permit holder to be responsible for damage resulting from the issuance of the permit. The FDOT may initiate injunctive proceedings as provided in s.120.69 to enforce provisions of this subsection or any rule or order issued or entered into pursuant thereto. 17. Pursuant to Section 337.402, Florida Statutes, when any public road or publicly owned rail corridor is damaged or impaired in any way because of the installation, inspection, or repair of a utility located on such road or publicly owned rail corridor, the owner of the utility shall, at his or her own expense, restore the road or publicly owned rail corridor to its original condition before such damage. If the owner fails to make such restoration, the authority is authorized to do so and charge the cost thereof against the owner under the provisions of s.337.404. 18. The Permittee shall comply with all provisions of Chapter 556, Florida Statutes, Underground Facilities Damage Prevention and Safety Act. 19. Special FDOT instructions: 3efore work is to begin under this permit, the Permittee must change the status of the permit to "work initiated" on the One Stop Permitting website 48 hours in advance of beginning work. Upon completion of the construction performed under this permit, the Permittee shall notify the Department that construction is complete by changing the permit's status ... (see special nstructions cont. page) It is understood and agreed that commencement by the Permittee is acknowledgment and acceptance of the binding nature of all the above listed permit conditions and special instructions. 20. By receipt of this permit, the Permittee acknowledges responsibility to comply with Section 119.07, Florida Statutes. 21. By the below signature, the Permittee hereby represents that no change to the FDOT's standard Utility Permit form, as incorporated by reference into Rule 14- 46.001, for this Utility Permit has been made which has not been previously called to the attention of the FDOT (and signified to by checking the appropriate box below) by a separate attached written document showing all changes and the written and dated approval of the FDOT Engineer. Are there attachments reflecting change /s to the standard form? M NO ❑ YES If Yes pages are attached. PERMITTEE City of Clearwater (Robert Fahey) SIGNATURE City of Clearwater (Robert Fahey) DATE: 04/30/2015 DATE: Name & Title of Authorized Permittee or Agent (Typed or Printed Legibly) APPROVED BY: Brian Bennett (sig) ISSUE DATE: 06/02/2015 District Maintenance Engineer or Designee UTILITY PERMIT FINAL INSPECTION CERTIFI DATE: DATE WORK STARTED: DATE WORK COMPLETED: INSPECTED BY: (Permittee or Agent) CHANGE APPROVED BY: N/A DATE: District Maintenance Engineer or Designee I the undersigned Permittee do hereby CERTIFY that the utility construction approved by the above numbered permit was inspected and installed in accordance with the approved plans made a part of this permit and in accordance with the FDOT's current UAM. All plan changes have been approved by the FDOT's Engineer and are attached to this permit. I also certify that the work area has been left in as good or better condition than when the work was begun. PERMITTEE:City of Clearwater (Robert Fahey) SIGNATURE:City of Clearwater (Robert Fahey) DATE: Name & Title of Authorized Permittee or Agent (Typed or Printed Legibly) CC: District Permit Office Permittee Page 2 of 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 UTILITY PERMIT I PERMIT NO.: 2015 -H- 799 -91 1 Financial Project ID: COUNTY: SECTION NO.: ISTATE ROAD: lPreferred Contact Address Telephone E -Mail BOZHIDAR HANDJIEV West Courtney Campbell Causeway Tampa, FL 3 (813) 636 -2177 BOZHO.HANDJIEV @URS.COM IThe above PERMITTEE requests permission from the State of Florida Department of Transportation, hereinafter called the FDOT, to construct, operate and maintain the following (continued): I Construction of approximately 700 If of 8" PVC and HDPE raw water piping along the south side of the SR 590 right -of -way. i Installation is via horizontal directional drill with a 12" reamer and open cut. ILocation from /to: Utilities notified (continuation of provision 1): Duke Energy (4/28/2015 12:00:00 AM), Verizon (4/28/2015 12:00:00 AM), WOW (4/28/2015 12:00:00 AM), Clearwater Gas (4/28/2015 12:00:00 AM), Bright House (4/28/2015 12:00:00 AM), FBL Fibernet (4/28/2015 12:00:00 AM) Ownership of utilities located at (continuation of provision 13): Supporting documents attached: SR 590 & Mission Hills Blvd - Looking WestJPG, SR 590 & Virginia Lane - Looking East.JPG, Site Photo's.pdf, 48 hour notice - Transfeild.doc, OSP 48 hour notice 2 (all permits).pdf, Construction Plans.pdf continuation page continuation page UTILITY PERMIT PERMIT NO.: 2015 -H- 799 -91 The complete special instructions could not fit in the space allotted on Page 2 of the Utility Permit so they are displayed below. Special FDOT Instructions Before work is to begin under this permit, the Permittee must change the status of the permit to "work initiated" on the One Stop Permitting website 48 hours in advance of beginning work. Upon completion of the construction performed under this permit, the Permittee shall notify the Department that construction is complete by changing the permit's status within the One Stop Permitting (OSP) Website from Work Initiated to Construction Complete, and the Permittee shall certify final inspections completed within OSP. https: / /gis. dot .state.fl.us /OneStopPermitting /Home special instructions continuation page 1 1 1 1 1 1 1 1 1 1 1 1 1 ON all MN INS NE NM INN NMI MN 11•11 EN INN INN INNS NMI NEI EN MI NMI all OS all • MN la Ma MO MN • all • OM • MN MN la MI r- I- MN M• OM - MI MI MI MN - M =- M M UN NM EN UN MI MI N NM NM M— w MI MI EN MN N all I MN IIIN NM 11•1 INN 1110 MO MI MI In NM • NM •1111 MI MN • 111111 Mill NEM= IMI11111111•111=111•11MIIIIIIIIIIIIIIIINIMINIMINIMOMINIMION INIMMIII•1111111MIIIIIIMIIIMIIIMIIIIMMINNIMMINIIMIIIMMIN IMOINININIIIMINIIIIIMIIMINNINININIIIIIMINIIIIIIIMINIMIIIMMINOIMOMI I I • Call FDOT 1 Inspector 48 hours before I starting work: I • Transfeild Services • (727) 573-7672 I I Permittee shall notify TMC @ (813) 615-8657 of the Iexact time any lane closure begins and a second phone call when the lane closure is removed. I Before work is to begin under this permit, the Permittee must change the status of the permit to "work initiated" on the One Stop Permitting website 48 hours in advance of beginning work. Upon completion of the construction performed under this permit, the Permittee shall notify the Department that construction is complete by changing the permit's status within the One Stop Permitting (OSP) Website from Work Initiated to Construction Complete, and the Permittee shall certify final inspections completed within OSP. https: / /gis. dot .state.fl.us /OneStopPermitting SHEET INDEX Sheet Number Sheet Title 1 Cover Sheet 2 GENERAL NOTES 3 LEGEND & ABBREVIATIONS 4 KEY SHEET 5 MISSION HILLS PLAN & PROFILE 6 MISSION HILLSPLAN Sc PROFILE 7 CSX PLAN VIEW 8 CSX PROFILE 9 DETAILS 10 DETAILS 11 DETAILS 12 MAINTENANCE OF TRAFFIC 13 MAINTENANCE OF TRAFFIC arwater - v v Engineering Department D 4000 100 S. Myrtle Avenue, Clear \ater, Florida 33756 MISSION HILLS RAW WATER MAIN Sect 09 Twn 29S, Rnq 15E DUNEDIR SAFETY HARBOR MISSION HILLS PROJECT AREA BELLEA1R (LARGO CSX CROSSING - AT KAPOK PARK PROJECT AREA pr�r. V11 TO' JoNytts-cots'A Qg Iva* O 0 1;0 efj ,, ft 1�� v 44IISHED I is t� i) Digitally signed by Bozhidar Handjiev Date: 2015.05.22 08:46:59 - 04'00' CITY OFFICIALS George N. Cretekos Doreen Hock - DiPolito Jay Polglaze Bill Jonson Hoyt Hamilton William B. Horne II Mayor Seat 1 Councilmember -Seat 2 Councilmember -Seat 3 Councilmember -Seat 4 Councilmember -Seat 5 City Manager Michael D. Quillen, P.E. City Engineer Approved By Date Approved •.1T ENGI V E!, M1C11 AEI_ I LEN. P ISSUED FOR B/D 04/29/2015 Contract No. 14- 0038 -UT Plan Set No. 000000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1, 100411065, ELEVATIONS. AND DIMENSIONS OF EXISTING 41LIT15. STR140108E5 AND OTHER FEATURES ARE SHOWN ACCORONG TO THE BEST INFORMATION AVA':A8,1 AT THE 1100 OF PREPARATION OF THESE PANS, BUT DC NOT PURPORT '0 BE ABSOLUTELY CORRECT THERE MAY BE OTHER 4LPRC'VEMENT5. 1TILTIES. ETC. WHICH APE WITHIN THE PROJECT AREA AND WHICH HAVE BEEN INSTALLED AND CONSTRUCTED SINCE THE PREPARATION OE THESE PLANS. THE CONTRACTOR SHALL VERIFY, PRIOR TO CONSTRUCTION. 'NE LOCATIONS, ELEVATORS. AND O MF101060 OF AL EXITING uTIU ES, 5TR47" 000 AND OTHER FEATURES (6607H08 OR NOT SHOWN ON THE PUNS) AFFE0060 THIS WORK PRIOR TO CCM9ENCENEN' OF CONSTRUCTION. ANY 0EVM110N5 FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER PRIOR TO IMPLEMENTATION, 7. THE INFORMATION PROVOEO N THESE PLANS '5 SOLELY TO ASSIST THE CONTRACTOR '6 F TIN CONDITIONS WHICH RAY BE ASSESSING THE MT G ANC EXTENT O THE E% AL C C IC RK CONTRACTORS ARE DDEERMI COURSE OF WD ALL CO N^ N1 R- NI H ..OU E LOU E ED OU NG E THE ACTUAL TC. 3100160, 08 JNDUCT WHATEVER INVESTIGATION NECESSARY TO DETEAMINF, THE AC10M CONDR10N5 'EMT MILL BE ENCC'JN'ER "LA). 3 THE CONTRACTOR SHALL NOTIFY THE OWNER'S PROJECT REPRESENTATIVE IMMEDMTLY WHEN CONFLICTS BETWEEN DRAWINGS AND ACTUAL CONDITIONS ARE 10SCOVE800. • 1* IS ING 00,0005 '0 NDVILWAL PROPERTIES ARE NOT SHOWN ON ME DRAWINGS. F N TC' 60 ALL SHE CONTRACTOR VA RESPONSIBLE 007 FOR REED _OONTI G AN PRC SHALL SERVICES AND FOR MARIANNE THEM AT ALL Ti4E5. CONTRACTOR SHALL uONEI.RN WASTEWATER (VERTICAL & 018(0 04 OF ALL 7106 WI WATER S 80000 LINES k WSTEWATER MNN5 OR OTHER EXITING UTI ITIE$ WITHIN THE PROJECT CORRIOCP PRIOR TO E9CAVAl1NG AND /0R DIRECTIONAL ORILL640. 5 7 SHALL BE 'NE CONTRACTOR'S RESPON5181 UTY TO LOCATE, PROTECT, ANC SUPPORT AL EX STING L"F„TIES ON TH16 PROJECT CONTRACTOR SHALL COORDINATE MT. ALL OTHER UTILITY OWNERS FOR THE RESOLUTION OF CONFJC'5. ANY COSTS 1NCJR8E0 SHALL 8E BORNE BY THE CONTRACTOR AND NO CLAMS MAY BE MALE AGAINST THE PROJECT OWNER FOR THESE CONF'3CT5. 6. ANY DAMAGE CAUSED BY THE CONTRACTOR'S WORK SHALL BE REPLACED OR REPNREC SOLELY AT THE CONTRACTOR'S EXPENSE. • THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDN9TING WITH AL_ TORSINICTONA AN N WORK LIMITS. THE CONTRACTOR SIMLL BODIES D UTIS C HOURS ITHIN THE L 15 C ES W TOO VIDE AT LEAST 11 HOURS NOTICE TO THE UNDERGROUND S UTUh CO P ES +N ORDER TO CO PERMIT THE LOCATION OF EXISTING U100'380CE'D UTILITIES . ADVANCE THE C_ R SHALL_ NOTION. MPENSA 00 008 NOTFICATON CENTER AT FAIL THE LOCATE 0OR SHALL_ NO' 0, COMPENSATED FOR ANY DELAYS DUE TO HIS FAILURE TO LOCATE Aa_ EXISTING LTILTES PRIOR TO (AND AHEAD OF; PUNNED CONSTRUCTION AREAS. B. AL_ UNDERGROUND UTILITIES NL'5T BE IN PLACE AND TESTED 04 INSPEC'EC PRIOR TO F NA BASE AN PAV NT CONSTRUCTION A5 APPLIGA810. L 5_ C EME ) ( 9. ' 15 THE CONTRACTOR'S RESPCNSI BILI'Y 70 BECOME FAMILAR NTH THE PERMIT AND INSPECTION REQUIREMENTS SPECIFIED BY THE VARIOUS GOVERNMENTAL AGENCIES AND THE ENGINEER AND TO SECURE ANY ADDITIONAL PERMITS THAT ARE REO'J1REO. THE CONTRACTOR SHALL COMPLY WITH AL_ LOCAL, SATE AND FEDERAL REGULATORS. 1C. SOO ALL AREAS LEFT" BARREN AND OR 05T0R0E0 Br CONSTRUCTOR IN ACCORDANCE WTH THE TECHNICAL SPECIFICATIONS. t 1. TYPE 01 SOD USED TO RESTCRE OWNER-MAINTAINED AREA IN RIGHT OF WAY S0h_ BE COORDINATED WITH THE OWNER. '2. THE CONTRACTOR SHAT REPLACE Au PAVING, 5TAB,37ED EARTH CLASS, DRIVEWAYS, SIDEWALKS, ETC W4H MATERIALS OF THE SAME TYPE CR BE'T'TER THAN "47 REMOVED DURING CONSTRUCTCN, _'. EXISTING PLANT MATERIAL W THIN AFFECTED LANDSCAPED AREAS 500E B_ CAREFUL! REMOVED, POTTED ANC PROPERLY STORED AND MA 'NE.. PCP SURSECILIENT REPLANTING. UPON COMPLETION OF WORK IN THE AREA . RENCVED PANS OR -HER REPUCE0ENT5 S NECESSARY SHALL BE REPLANRC . FRT LLEEC ANO WATERED. Al - CONTRACTOR'S F A S M :HE 0 C S A REGISTERED ANO 5 RVFYOR ORU LC_ SEO 5 ) E R PROPER,. COR 045 ]ISLOU' =C OR EXPENSE SHAT . RESET AL 5000105 CORNERS O _ US U tlLU HL ouNL .HUL Ury NANTES 15. PP' _ENG1H5 SHOWN ON THE PLANS ARE APPROXIMATE. 001'JA ,LENGTHS ARE 'C BE 007070NED BY THE CONTRACTOR OCRING CCNTRU0TON. 1E. ALL Ex1TING AND NEW VALVES, VALVE BOXES AN0 MANHOLES SHALL BE PROTECTED AND 40,05TE0 TO FNISHED GRADE AS SHOw6 C 'HE PLANS. ALL VALVES AND VALVE 00005 SHAL REMAIN ACCE55100 AT AL TAWS . LL VA_YES THAT MIGHT BE COVERED DURING CONSTRUCTOR SHALL BE WAKED wTH MARKER ;GREEN FOR SEW03. BLUE FOR WATER AND PLRPLE FOR 80,45 THAT 5 A ANN 3F • FEE7 ABOVE GRACE. CONTRACTOR TO COORDINATE VALVE CONTROL 170 THE SPECGR. ALL VALVES UNOER CONSTRJC'ION ARE TC REMAIN 0_6500 DURING CON5TR4OT084 '7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND )ISPOSAL. DF ANY UNSU'08.0 MATER1A_ FROM HIS OPERATOR. FURNISH NG ANC COMPACTING 514080E REPLACEMENT BAC1F' , 00 08,00 SHALL 3E N ACCORDANCE va, A_ FEDERAL. STATE. AND LOCAL P16000TIO.N5. 18 THE CONTRACTOR 5 R15FON50LE FCR 'ROPER NOTIFICA0ON OF NSPEC1840 AUTHORITIES BEFORE AND DURING CONSTRUCTION. COMBINATION AR VALVE LOCATORS ARE N'PROXI0ATE. CONTRACTOR TO LOCATE A,R VALVE AT HIGH POINT ALONG PRELNE BASED ON ACTUAL CONSTRUCTED 4ROFILE. 2 AL PVC PIPING SHA.:. CONRAN. TO AWWA STANDARD 0900 OR 0909 AND HAVE A MAXI0U41 DIMENSION RATIO OF 16 ALL HDPE PIPING SIML. CONFORM TC ANNA C906 AND 14,0E AN OUTSIDC 3MYLTER EQUAL TO DIP PIPE TOR THE SAME SSE AND A 01640041 DIMLN50N RATIO OF UNLESS OTHERWISE '40TF_D, PIPE 50041, HAVE A WINNOW PRESSURE RATING OF 150 Psi. 3 ALL TRANSMISSION 51/345 SHALL BE RESTRAINED JON ^ (RAW AND INSTALLED BY DIRECTIONAL ORR_ MET100 WHERE POSSIBLE OR UNLESS SHOWN OTHERWISE ON THE DRAWINGS . CONTRACTOR 5HAL RESTRAIN PP_ AND FITTINGS 11N ACCORDANCE WITH N 4 N THE 8411 006 TAE SHOWN 0 * THE PETAL SHEETS. CONTRACTOR T' E. RESTING ORE WHERE 0 RESTRAINED N ACCORDANCE MTH THE 08STRPNT TABLE. THRUST COL STALL USE E PERROT: JOINTS ONLY; NO CON,.RE'E tHRL'T BLOCKS OR THRUST CCLURS SHALL BE RRM1?TED. 4 COORDINATE TE -i05 "0 EXISTING 0111 MANS WPH 01" PERSONNEL. EXISTING VALVES SHALL BE OPERATED BY THE 011' OF CLEAR'WA'ER. CONTRACTOR 5HAL BE RE5PON518R.E FOR DRAINING EXISTING NANS AS NEEDED. PIPE HA 8F PRESSURE TESTED AND LEAN TESTED IN ACCORDANCE 0T0 AWWA 5 00 PE S L P STANDARD 5-860 ANO THE SPLCIFlCATIONS. 6. DURING CON5'RUC1100 WHENEVER ANY PIPELINE 5 1.00' UNA"ENDED, TEMPORARY PLUGS SHALL BE MTAU.£' AT Al 07(6)965 TEMPORARY PANGS SHALL BE WATER TIGHT, ANC OF SUCH DESIGN TO PREVENT ENTRY INTO 701 PIPE. 7 SEPARA5ONS. A HORIZONTAL SEPARATION OF 3 FEET (EDGE -0 EDGE) SHALL BE MAINTAINED BETWEEN RAW OR FRESH WATER MANS AND 8ECAI0E0 WATER OR WATER 04N5 .604,00ING 5E000E /METER 00005. A MINIMUM HORIZONTAL SEPARATION OF 6 FEET (EDGE TC (06E) SHALL BE MAINTAINED BETWEEN RAW WATER RAINS AND 03. WASTEWATER MANS. FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION ''0(P) 0(30)0EO PIPING SEPARATIONS SHALL BE MAINTAINED AT ALL TIKE5. A VERTICAL CLEARANCE OF 18 ARCHES SMALL 3E 41ANTANEO BETWEEN THE RAW OR FRESH MANS AND ALL WASTEWATER MAINS. OR RECLAIMED WATER MAINS. 6- ALL RAINS SHALL HAVE A M: 4LM OF 16 ACHES OF COVE, h A 1.4,714 OF 6 FEE- OF COVEN UNLESS SHOWN OTHERWISE 0000101 A 416104,4 OF 3 TEET OF COVER OVER JTLT:ES AT ALL DITCH CROSSINGS. 9. AL ROADWAY CROSSINGS ARE TO BE CONS'RUCT"FD 8' 0800'000, OR.LL METHOD UNLESS OTHERWISE INDICATED ON THE PLANS. TG. SAW CUT EXISTING E GE -OF- PAVEMENT PRIOR TO ASPHALT OR CONCRETE REMOVAL. OR AS REQUIRED BY FOOT CR PINELLAS COUNTY 04116 WITNN THOSE ROW LIN45- 1NS7ALLATIONS ONACIL096 CONCRETE AND ASPHALT DRIVEWAY, IN 0000 CONDITION. MUST BE ACCOMPUSHEO Br DIRECTIONAL OR1LI_ METHOD. 60 JETING WILL BE ALLOWED. ''2 THE CONTRACTOR SHALL FIELD VERF! THE CONNECTOR PONES LNOLUONG BUT NOT ,MITED T0, LOCATIONS AND 011000ON5 0' 0.'111105) PRIOR To THE COMMENCEMENT TR 'ION. A DISCREPANCIES 5HAL' 3E REPORTED O THE ENGINEER OF 41 CO - S UC L ECGPO MYEDuiELY '3. 31510RBED AREAS MANN THE NGHT OF WAY WILL BE 151480 110 TO 9811 OF MAXIMUM DENSITY AND SODDED, ALL 0 N CUT AREAS TO BE COMPACTED TO 9511 MODIFED 0400108 iN OPEN AREAS 0 C PACTION FOR PIPE REDDING SHAT COMPLY WITH AASHTO T -99 (1000 ) - 'NT43'* S DIRECTED TO THE '0005,066 OF THE TRENCH. 4 -HE 0 CONTRACTORS SAEN AC' (FLORIDA STATUE'S SECTION 5536.0 ET. SEQ.) STANDARDS AND THE 2110 ATONAL 5 E'Y 0. HEALTH ) WINCH SDN EXCAVA 0 SAFETY RUTOR (29 CFR SECTION 925.650. SUBPART 8) WINCH SHALL APPLY TO ALL CAVS'RUC10N. 15. CO .NOT 0'511348 0%15160 UNDER 04074 OR STORM )7570345. IF F_140'474 BED I.5 .51001700, CONAGT :E 00A 511 C. 8. :b COTIRDNATE THE CUTTING OF DANE-WAYS MT: OWNER PRIOR TO 01.7. ALL DRIVEWA WA BE M P05508LE 0000*'0N AT THE NC OF THE RON. CRY. CONCRETE 13PTVEWAYS PERMITTED '0 BE CuT ARE TO 00 015TORE0 WITH 6" OF 3000 051 CONCRETE MTH 6' X 5 ' ^CA. WWF PLACE 1./21 EXPANSION JONT BETWEEN BACK OF CURB AND NEW ORVE ANY PORTION CF DRIVEWAY AT OR NEAR CET THAT 3(00005 JNDUNANED WLL B1 REMOVED PR 10R TO CONCRETE BUG LACED EXSNNG CRACKS IN DRATWAY5 ARE TO BE DOD' MN'EO S 440-14 5T G ON THAT SECTION 1Y R '1Y P' BENEATH HATCH O BE R AT 001) COON 0 THE [R N'S OPTION AREA 9ENEP E A_D WT4 NO SOC TAMPED PRIOR T _ACING CONCRETE. MINIMUM 4011414 MC1H TO RE 5' MTH NO SECTIONS LLS SMALLER THEN 5' '8 ASPHALT ORIJES "RMIT7EO TO BE Cur ARE TO BE RESTORED oTILONG THE SAME MA'ERML S ExtSTNE BSE WTH YN "M 6 THICKNES5. 45P -MIT TO BE PC -3 OR ALTERNATE APPROvE0 BY PiN`LL S COUNTY NGHWAy DEPART-14E DEPART-14E5T OP THE C:'I' P410R O uSE . SPHAL 5 To BE COMPACTED TO A410VE OENSTY REOL48(00516 FOR PC-3 RECEP'S AND DELVER 111K"T5 SHOULD REFLECT SUPB„ER AND HIS 0LR FICTION S TO TYPE OE ASPHALT '9. 1(5TO8AT106 OF C,RB. STREET, ORFVEWAYS AND PLACEMENT OF SOD SH8L BE 00MPLETEO PR10R TC EXCAVATION STARTING IN ANOTHER AREA 41 3001 CONTRACTOR. 20- PUCE EXPANSON JOINTS BETWEEN BACK -OF -CURB AND CONCRETE DRIVEWAY, 21. ANY 05TLRBE7 AREAS N THE FOOT R/0 SHALL BE 8ESORED TO EOLAL OR BETTER N THE PRE _E x15'•746 CO C'10N. *1_ REPAIRS SHALL BE GORE PER FOOT STANDARD 74 SPEC;FCATONS. 22 WHER1 FORCE NAN5. WATER MANS, OR 015 E MAWS ARE A'0 0104001 USE OF FITTINGS. THE XM N 0 F 'TON SHALL 8 8000' THAT RECOMMENDED BY THE TUGS. E MA U „c ,cC 5 L VANUFACTURER. 23. ', SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 'C PRODUCE. SUBMIT AND OBTAIN APPROVAL OF REP180006BI_E 665- 0U1LT" DRAWINGS PROM .3855ICTONAL 4GEN0ES S MAY BE RE001RED. 2 THE "4S -8011 2000)0G5 TO 3E PREPARED BY THE CONTRACTOR ARC So60 TT00 AT HE TAE OF HE REQUEST "OR • „ESTER OF RELEASE TC PLACE THE CONSTRUCTOR IN T0 SERVICE WILL CLEARLY DEPICT THE 0ERT044, 04,AR4NCE5 BETWEEN WATER SEINER (*CLUEING Soma) ANC REUSE 'NEST AT ALL 085551NG5 AND PARALLEL RuN5 WHERE 141 HORIZONTAL SEPARATION 15 LESS THAN 10 FEET. M 100506, THE CENTER CA ,9001 LENGTHS OF PPE. (USUALLY 2C FEET) AT POINTS OF CROSSINGS WILL BE DOCUMENTED ON THE DRAWINGS ANC ALL MITIGATION CONSTRUCION MEASURES CLEARLY DEPICTED IN CASES WHERE A ARARAT OF 18 NICHES OF VERTICAL CLEARANCE BENNEER 7140 WATER AND SEWER (INCLL01N6 51010) JNE5 5 N01 POSSIBLE. u•MITFMArrr of 1AET1C ALL PROPOSED WORK NUS' COMPLY WITH FOOT ! NDEX NO 600. 2 ALL RIGHT -00 -WAY INSTALLATIONS W4,0 8E IN ACCORDANCE WTH PRAGTICE5 REFERENCED IN THE STATE OF FLOR104 UTLEY ACCOMMODATIONS 4141041. 3. SAFE PEDESTRIAN TRAFFIC 5 TC BE MNNTANE0 AT ALL TIMES. NO PEDESTRIAN PATHWAY IS TO BE REMOVED. BLOCKED OR DISTURBED MTHOTI HAVING A SL'F0GENT OE5IGNATEO TEMPORARY PEDESTRIAN PATHWAY WR14 ALL AP8404484TE PECE5TR8 N4 00 TRAFFIC SIGRS (*OD 680 IN PLAC PRI WAY BEING 0'7001 NCE C E OR PATH B ( ) 70 AFFECTED. 4. SIGNS AND BARRICADES 5!W... BE IN ACCORDANCE WITH THE u, 5 DEPARTMENT OF TRAN5708'0 ION'S 1/44400 OR .NIFORM TRAFFIC CONTRA). DEVICES ANC THE FLORIDA DEPARTMENT OF TRANSPORTATION'S 'ROADWAY ANO TR4F0C DE5,06 STANDARDS" INDEXES 600 THROUGH 670 (LA-al' 001005), 5. AT LEAST ONE LANE OF TRAFFIC WILL BE OPEN AT 9.L 00E5. WHENEVER TAFFC 5 REDUCED TO ONE LANE. 'RLAGiE' AN0 RAGMEN AHEAD' SIGNS WILL BE 0711200 APPROPRIATE BARRICADES AND "CONSTRUCTION AHEAD' SICNS SHALL BE 0TIUZED PER FOOT MANUAL TRAFFIC CONTROL THROUGH WORK ZONE. NO LANE 000S4RE5 APE ALLOWED WITHOUT 48 HOURS NOTRCA'ON TO '140 DE4ARTNENT A PRIOR MPROVAI. BY THE FOOT INSPECTOR. ALL WMNTENANCE OF TRAFFIC 5HAL„ 00MPLY MTH F047 D ESIGN STANDARD 640E8 800 - 57C A THE MANUAL ON UNIFp04 TRAFFIC CONTROL 00 4005. 6. MAINTENANCE OF TRAFFIC WITHIN PINELL85 COUNTY 8170 EDT RIGHT-OF -WAYS WILL *15E FOOT STANDARD IN0E9 NO 600, AS *78UCA9LE. 7 CONTRACTOR W.L. 4000 A CERTIFIED MOT EMPLOYEE ON SITE 8. ALL DAMAGED 437 TRAFFIC 5GNAL 1N000TON LOOPS SHALL BE RESTORED / REPLACED AT THE CONTRACTOR5 EXPENSE. CONTRACTOR SHALL COORDINATE WITH CITY OR COUNTY STAFF AS APP CARL£ TO ANY EXISTING LOOPS BEING CUT TO MAKE SIGNAL ADJUSTMENTS DURING CONSTRUCTON. 1. • 0oRVEY P8G00E0 BY: - CITY OF _EARWATER FOR ALI. PARK SITES /CI.* OWNED PROPERTIES k 58590 ROW 2 H OF ZOM _ DATUM 5 O RI7A STATE PLANE " W R5N T E5. NA 9 -96 FLORIDA wE 1 ZONE 3 THE VERTG_ 0A 7.4 IS NAV C. T989. 7 Rn0- COL4SE:=21__ NOTES WHEN DIRECTIONAL BORE 15 THE METHOD OF 165'NiA606, A MINIMUM OF 2' H MA CAIN FROM 1.81 ' STORM ORAN SEPARATION 5 ALL BE h ED R'J ALL EX'S G :D LIT ANC STRUCTURES. IF THE PROPOSED 'AWE 15 TO BE INTALLO UNDER STORM DRAIN S8L'CTURES. THE METHOD OF INSTALLATION SHALL BE HORIZONTAL DIRECTIONAL DRILL MTH A MINIMUM 2' SERARA TON. 3 14 THE PROPOSED 041118 CANNOT BE PASTAIEO PER THE APPROVED PERMITTED PAN AND BY FOOT SPECIFICATIONS. A REV:507 PLAN 04.5' BE PROVIDED TO THE GEPARTMEN FOR RENEW ARE *00804AAL FIROR TO THE NSTALUTION CF PRODUCTS OR MATERIALS A 5 A THE SAWN LOCATIONS *HERE C„ NE CTS OCCUR. 4 ANY ,NEW PRO80500 PAN SHALL NCLUDE CR055 SECTORS OF THE STATE ROAD ADEQUATELY REFLECTING ALL RIGHT OF WAY FEATURES INCLUDING EXISTING UTI'JTIE5, STORM DRAIN STRUCTURES AND ANY ABOVE OR BELOW GROUND APPURTENANCES WHERE A 01,600LE. • .0 PEDEsTRAN PATHWAY 5 TO BE REMOVED, BLOCKED. OR 215108000 wITHOL- A ' M i NT GM TEMPORARY PE^ 5TRMN PATHWAY WITH AL :APNG 5 L E ES _..E 01100 '0A. P - S0184 AFFECT ANC_ 0. 'FRAFTiC SONS IN 660 N PUCE EOE OEx ) ( *NOR '„ PATHWAY BEING AFFECTED All 'EMPORAR! 703ESTRIAN PATHw4'5 MUST PE FIRM AND L'4YIE,DN6. 7- ANY SDEWALK LOS ^JRBE0 W::L 11 REPLACED BY 5ECTON WITHIN 72 HOUR, TC 0.0.0 PEC:FIATC.S. 9 1 POO 4EA. S THE RIGHT '0 MAKE ALTERA ICI S '0 THE PER0 :'. ATTACHED SKFT_0 OR CHARA.CTER OF WORK A5 Y BE CONSIDERED NECESSARY OR DESIRABLE DURING 714E PROGRESS O THE WORN %OR SATSEAL'ORY COMPLETION CF THE PROPOSED 0 STRLCT N 9 T E PERIWITEE SHALL NOT, TILE FOOT OF DATE OF 104PLETION, REQUEST A FINAL INSPECTOR AN0 0 NOTICE OF FINAL ACCEPTANCE '0 N1 CO S'800 "0N AN /OR maNTENANCE 06 THE FOOT RIGHT OF WA SHALL CONFORM TO THE FEDERAL MANUAL ON 3Ni OR0 TRAFFIC 000005 (NU D), THE FOG' ROAD'0A AND RAFFIC DESIGN STANPARDS THE STANDARD SPECIFIEA 065 FOR RDA) AND ?R OGE CONSTRUCTION PLANS PREPARATION MANUAL AND DRAINAGE MANU00. NO LANE 0105/405 CF ANY STATE ROAD ARE ALLOWED WTHCUT 48 0004 ADVANCE 50"00 AND APPROVAL FROM FOOT 12 ONE CLOSURES 0,5' BE UNITED TO SUNDAY THROUGH 7HLR5CAY 8:00 PM 70 53C A4 381055 CTHERM5E APPROVED BY THE D 0'. 13 ANY SiCERA K DAMAGED AS A 8157L' OF WORK BEING PERFORMED IN ASSOCATCN W.TH THE PE846TTEE AND CONTRACTOR 58.1 BE REMOVED AND REPLACED 9Y SECTION WITHIN 72 HOUR, 10 FOOT. 5P.CIFlUTION5. THE DAMAGED SIDEWALK WILL NEED TC BE REPLACED WRN 6 'THICK- CLASS ?, 3000 L9 NON - STRUCTURAL WITH FIBER MESH A600NE, THE CONCRETE welt OE EUPPUEO OT • 9007 APPROVED 14 OPEN CUTTING OF ANY ROADWAY, DRAE8AY OR SIDEWALK 0111-5000 THOSE _10115 GEMTFiED MTHHN THE PERM1' ARE NOT WITHOUT PRIOR ARPROvA OF BY THE FOOT. 45 THE CONTRACTOR SHALL HAVE AN AUTHORIZED PERSON AVAILABLE 3 / OR NEAR THE WORK STE 0N' 4 24 HOUR 3SI_, T DAYS A WEEK IN ORDER O ADDRESS EMERGENCY 1S5UE5 AS500ATE0 'LAT'H HE PROJECT. '6. NO STOCK AUK, STORING OR 5E4 I. PERMANENT USE OF THE 41007 OF WAY 5 AUTHORIZED 011:£55 5PEC:FICALY IDENTFlED WTHI5 THE PERMIT 17. N0 WORN SHALL BE PERFORMED *LANG THE REEKS OF 0N• STATE OR FEDERAL HOLIDAYS UNLESS 01HDRWT5E APPROVED 11 RATING BY -HE F. D. OT. 19. 'HE P1445114 WORK SCHEDULE '5 0.1615 S MONDAY THROUGH FRIDAY 700 AM TO 5:30 PM 3NLE55 OTHERWISE NCTEC WITHIN THE PERMIT ANY WORK DESIRED O0TS10E OF THIS PER100 AST BE RE0UE51ED IN ADVANCE AND APPROVED BEFORE WORKING THE ALTERNATE 5CHEDULE. 19. 'HE DEPARTMENT RESERVES THE RIGHT TO MARE ADJUSTMENTS TO ANY PERMITTED METHODS OF INSTALLATION SCOPE OF WORK AND 8E570RA'ION THAT MAYBE REQUIRED '0 POSITIVELY SUPPORT LIFE. SATIETY AND ENVIRONMENTAL WE-1 BEING OF ALL USERS OF THE TRANSPORTATION 5Y5TE0. 20. ROADWAY RESTORATION SHALL UTILIZE TOO PS. PLOWABLE 611 MATERIAL AND ASPHALT PLACED WITHIN 1HE STATE 91040' OF WAY SHALL BE PLACED 'FULL DEPTH ", (2) 3 3075 OF SP '2.5, (2) 2 LIFTS OF SP 9.5. TYPICAL SECTIONS WILL NEED TO BE * ROMPED WITHIN THE PUNS FOR 841 PAVEMENT PLACEMENT A STAR STEP METHOD SHOULD BE INCORPORATED, PRIOR TO PLACING ASPHALT, IN ORDER TO AVOID vERTWAI .DINTS. Mi LING OF THE PATCH MAY BE REQUIRED RASED ON THE PATCHED SURFACE P£RF'ORMNNOE THE MILLING SHALL BE UTU2ED FOR SURFACE LEVELING TO A THICKNESS 0.00AL TO OR GREATER THAN THE COSTING FRICTION COARSE MATERIAL. THE MILILNG UNITS ARE 50 R OF THE PATCH ALONG THE LONGITUDINAL PATH OF THE ARE, FULL LANE WIDTH ANC TO INCLUDE ANY NAACE4T BIKE LANES, SHARED PATH OR 0R8AR SHOULDER SECTIONS. 2I 'HE PERMTTEE SHALL NOTIFY THE FOOT OF DATE OF COMPLETION, REQUEST A FINAL INSPECTION AND A NOTICE OF FINAL ACCEPTANCE S -BUILT PLANS AI/0 SIGN 'HE AT PAGE OF THE PERMIT. TREE PROTECTION SCOPE: WHERE PROPOSED 51TE IMPROVEMENTS INVOLVE ANY 0005TRUCTON ACTIVITIES ADJACENT TO ANY PROTECTED TREES. PARTICULARLY BENEATH T111 DNIPUNE /CANOPY OF AN EXISTING TREE. THE CONTRACTOR VALI BE REQUIRED TO INSTALL THE CITY'S APPROVED TREE BARRICADES, THE REQUIRED CITY TREE BARRICADES MUST BE INSTALLED, INSPECTED AND APPROVED BY THE CITY'S ENGINEERING REPRESENTAIIV£, PRIOR TO MOBILIZATION OR THE TART OF CONSTRR n E 5 UC OA AC NT NT r T ES ADJACENT 0 AN PROTECTED TREE. CONSTRUCTION ACTIVITIES iNCLUDE, BUT ARE NOT LIMITED TO THE STAGING, STORAGE OR PARKING NA VEHICLES, EQUIPMENT, M ATER)ACE AND DEBRIS. 0 ADDITION, AN INTERNATIONAL SOCIETY 44 ARB D 41, REQUIRED UA) CE 74(0 19100 ARBORST SHALL PERFORM, 05 REQUIR DIRECTLY SUP ERN 0 ANY AND ALL 00( TREE G REPRESENTATIV 0074.11105 RE PROTECTION BY THE CONSTRUCTION THE CITYS ENGINEERING ARCHITECT, REPRESENTATIVE FOR TREE CLEARACE ISSUES ( T4 KURR NI ) SENIOR LANDSCAPE ARCHITECT, IN THE CITY O ARWATEP'S ENGINEERING PAR "T 7 GLE EE OE TM N (7 27) . E A (2 TREE PROTECTION NOTFS; THE CONTRACTOR WILL BE RESPONSIBLE FOR ADHER NG TO ALL TREE PROTEC10N MEASURES REQUIRED BY THE CITY OF CLEARwATER'S CODES, ORDINANCES ANC STANDARD SPECIFICATIONS. THIS *ILL INCLUDE ALL TREE BARRICADES, ROOT PRUNING AND TREE TRIMMING/PRUNING ACTV7E5. THESE 0(0018E0ENT5 STILL APPLY MTHIN T I1' NI THE SPECIFIED UNITS OF WORK' AND M ALSO BE APPLICABLE A BH IN ALL A RE A S wHEHE THE CONTRACTOR AND OR HIS SUBCO NTR ACT ORS 5 740E. STORE OR HARK VEHICLES EQUIPMENT, MATERIALS AND DEBRIS. 2 ALL TREE PRUNING AN0 /OR ROOT PRUNING ON EXISTING TREES TO BE PRE5ER*E0 *ILL ONLY BE PERFORMED BY OR UNDER THE DIRECT SuPERN540N OF AN INTERNATIONAL SOCIETY OF ARB081CULTURE (ISA) CERTIFIED ARRORIST. FURTHERMORE, ALL TREE WORK SHALL CONFORM TO THE AMERICAN NATIONAL STANDARDS INSTITUTE (0NS') 2001 AMERICAN NATIONAL STANDARD FOR TREE CARE i R -TA,L _ lA R A 4 •1 R .••T M N N' N - 3. WHERE CALLED FOR ON THE PUNS, INSTALL TREE BARRICADES, EROSION CONTROL/51C FENCING OR OTHER APPROVED PROTECTIVE BARRIERS AROUND AL_ TREES TO 3E 0RE5ERVED. PER CITY STANDARD DETAIL WHERE AMICABLE, PROTECT*( BARRIERS WILL BE PLACED IN ROOT PRUNE TRENCHES. 08104 70 ANY FIELD CHANGES TAKING PUCE, IT WI: BE THE CONTRACTOR'S RE500N981 L1TY '0 RENEW THE POTENT, 0PACT5 '0 EXISTING TREES MTH HIS CERTIFIED ARBORIST, AND INCLUDE ANY AND ALL RECOMMENDED TREE PROTECTION MEASURES IN HIS PROPOSAL TO MODIFY THE APPROVED DESIGN. THE CM'S ENGINEERING REPRESENTATIVE 005T APPROVE, IN WRITING. ANY CHANGES TO THE APPROVED DESIGN PRIOR TO IMPLEMENTATION OF SAC CHANGE. 181 CONTRACTOR MLL A OD 0413 OPEN _40000 ".65. 01U. OR OTHER 00N5TRJCTON ACT ES N VER POSSIBLE MTH74 THE CHIT ROOT 21:640 ANT ExSTNG REF (.E., UNDER THE ORIPL_NE /CANOPY). 6 WHERE 00651RUCT04 ACTVTE5 ARE A670100 ED TO LAST FOR AN EXTENDED PERIOD OF TIME NEAR EX15TNG TREES. THE CONTRACTOR 5HAL INSTAL AND MAINTAIN CITY APPROVED TREE BARRICADES AS 500884 IN THE STANDARD DETAILS AND APPROVE0 BY THE GTV'5 ENGINEERING REPRESENTATIVE. 7 800DCHIP5. MULCH OR ANOTHER CUSHIONING SURFACE MATERIAL APPROVED BY THE CITY'S E.NGINEERI60 REPRESENTATIVE SHALL BE PLACED TO A 1.061.10 012714 OF 10 OVER AREAS 06FRE 00075 A8F PRESENT ANO CONS'R CTION "1480'1' 0(T7085. 8 ALL TREE PROTECTOR MEASURES SHALL REMAIN IN PLACE AT ALL TRIES OuRINC CONSTRUCTION UNTL THE CITYS ENGINEERING REPRESENTATVE 411308I2E5 REMOVAL. 9. THE CONTRACTOR /ALL COORDINATE MTH THE CITY'S ENG184(08NG REPRESENTATIVE TIM KURR 0 (727) 562 -4737. TC OBTAIN APPROVAL IN ADVANCE OF ANY AND ALL WORK MTHIN THE CRITICAL ROOT ZONE OF ANY EXISTING TREE. TREE LOCATION: 1. ALL TREE PRUNING AND /0R ROOT PRUNNG ON 005956 TREES TC RD/A.6 SHALL ONLY BE PERFORMED BY OR 0NCER THE C4000 SUPERVISION OF AN INTERNATIONAL SOCIETY OF ARBORICULTURE (ISA) 00*''0) AR80RI50 181000MOR1, ALL TREE WORK SHALL CONFORM TO THE AMERICAN NA -TONAL STANDARDS INSP'UTE (0NS) 2001. AMERICAN NATIONAL STANDARD FOR TREE CARE OPERATIONS - TREE. SHRUB AN A) OTHER WOODY PLANT MAIN TE NANCE STANDARD PRACTICES 103LNNGA ANSI 0360. 2 *MERE REQUIRED, INSTAL_ TREE BARRICADE5. 1RCSDN CONTROL /51_T FENCING CR OTHER APPROVED PROTECTIVE BARRIERS AROUND ALL TREES TO BE PRESERVED. PER CITY STANDARD DETAIL. WHERE APPLICABLE PROTECTIVE BARRIERS SHALL BE PLACED IN ROOT PRUNE TRENCHES. 3 C 0 STRUCTON MATER'.015. VEHICLES. EQUPMENT 50115 1345 067 SUPPLIES 5HAL_ NOT BE STORED M TH N T11E D RP L IN E/ PROTEGTIVL BARRIER _A ,N0 E Y '0E0 O REMAIN. 4 VEH0L05 UNDER ANY TREE SHALL NOT BE PARKED MTH... 'HE DRIP LNE,'740TEC001 BARRIER AREA OF THE TREE '.NCLUDING STAGING AREA5. 5 W000CHHP5, MULCH OR 4NC1E4 CU5010NING SURFACE MATERIAL APPROVES 9r THE CITY'S REPRESENTATIVE SMALL BE PLACED TO A MINIMUM DERTH 07 10 INCHES OVER AREAS WHERE ROOTS ARE PRESENT AND CONSTRUCTION TRAFEC OCCURS. 6. 03. TREE PRO'ED)0014 914504E5 SHALL REMAIN IN PLACE AT ALL TIMES DURING CON5IRJCTDN UNTL T1HE CITY'S REPRESENTATIVE AUTHORIZES REMOVAL. ROOT PRUNING SCOPE: M1ERE PROPOSED CONSTRUCTION IMPROVEMENTS INVOLVE EXCAVATOR AND /CR IMPACTS 70 -HE 04171641 ROOT ZONE OF PROTECTED TREES. THE CONTRACTOR SHAT BE REOU :4ED TO HAVE AN INTERNATIONAL SOCIETY OF AREITDROULT.IRE (15A) CERTFE0 ARBORI5' PERFORM, OR DIRECTLY SUPERVISE ROOT PRUNING TO REDUCE THE IMPACTS OF CONSTRUCTOR. THE CRITICAL ROOT ZONE 5 EQUIVALENT 70 THE TREES DRIPLI NE. PRIOR TO ANY CLEARING. GRUBBING OR EXCA A1104 AC710171ES, THE AFFECTED ROOTS 000' BE SEVERED 87 CLEAN PRUNNG CUTS AT THE POINT WHERE GRUBBING DR EXCAVATION IMPACTS THE ROOT SYSTEM. ROOTS CAN 40 PRUNED UTLZING SPECIFIED ROOT PRUNING EQUIPMENT DESIGNED FOR THAT PURPOSE OR 9Y HAND 0(60040 A TRENCH AND PRUNING ROOTS MTH A PRUNING SAW, CHAIN 508 OR OTHER EQUIPMENT 0E5G0ED FOR TREE PRUNING. ROOT P116640 BY TRENCHING EQUIPMENT OR EXCAVATION EOLI PARENT 15 STRICTLY PROHIBITED- ROOTS LOCATED 4 THE CRITICAL ROOT ZONE THAT MLL BE IMPAC'E0 BY CONSTRUCTION ACTIVITIES SHALL BE PRUNED TC A mINITALAI DEPTH OF 18 INCHES BELOW EXISTING GRADE OR TO THE DEPTH OF T1E PROPC5E0 IMPACT IF LESS THAN 18 INCHES FROM EXISTING GRADE. ON Au ENGINEERING DEPARTMENT PROJECTS. THE CITY'S REPRESENTATIVE FOR ROOT PRUNING ISSUES 15 TIM K'URTZ SENOR LANDSCAPE ARCHITECT, WHO CAN BE REACHED AT (727; 562 -4737. ROOT PRUNING NDTFC' '+DOT PRUNING CAN ONLY BE PERFORMED BY OR UNDER 1111 DIRECT SUPERV151ON OF AN NTERNATCNAL SOCIETY OF ARB00001708E (15*) 0E471E11 ARBORST 2. ANY PROPOSE0 ROOT PRUNING TRENCHES SHALL BE IDENTFlED (I.E. STAKED OR PAINTED) ON 51TE, INSPECTED AND APPROVED BY THE CITYS ENGINEERING 9EPRESENTATIVE PRIOR TO ACTUAL ROOT PRUNING. 8007 PRUNING WLL BE PREFORMED AS FAR IN ADVANCE O OTHER CONSTRUCTION AC06811E5 AS 5 FEASIBLE. BUT AT A NINOUM MIL 90 PERFORMED PRIOR TO ANY •MPACTS TC THE 5041, ASSOCIATED TREF PROTECTOR MEASURES SHOULD BE ,NPLEMENTED 'U80N COMPLETION OF SAD ROOT PRUNING. 4. 'F 'HERE '0 A LIKELIHOOD OF EXCESSIVE *NO AND /OR RAIN EXCEPTIONAL CARE MLL 3E TAKEN ON ANY 8007 PRUNING 9018115. 5 ROOT PRUNING ALL BE LIMITED TO 4 MINIMUM OF TWELVE INCHES PER ONE INCH OF THE TRUNK DIAMETER FROM THE TREE BASE. ANY EXCEPTION MUST BE APPROVED By THE 0705 ENGINEERING REPRESENTATIVE PRIOR 10 SAID ROOT PRUNING. 6. ROOTS WILL BE CUT CLEANLY, AS FAR FROM THE TRUNK OF THE TREE AS POSSIBLE. ROOT PRUNING /ALL BE DONE TO A INNIMUR DEPTH OF 18' FROM EXISTING GRADE. OR TO THE DEPTH OF THE DISTURBANCE IF LESS THAN 18' 7 ROOT PRUNING RILL BE PERFORNED USING A 00500 TL ROOT 0JTt1N0 MACHINE OR EQUIVALENT. ALTERNATE EQUIPMENT OR TECHNIQUES 035' BE APPROVED BY TH0 CITY'S ENGINEERING REPRE507410740, PRIOR TO ANY WORK ADJACENT TO TREES TO BE PRESERVED. B. ROOT PRUNING RI1 BE COMPLETED. INSPECTED AND ACCEPTED PRIOR TO TIE CO,,,),NE MENCEMENT OF ANY EXCAVATION DR OTHER IMPACTS TO THE CRITICAL ROOT N OF 1REE5 TO B PR ZO ES E PROTECTED 9. EXCAVA110745 IN AN AREA WHERE ROOT ARE PRESENT RILL 640T CAUSE THE TEARING OR RIPPING OF TREE ROOT5. ROOTS MAT FIRST 8E CLEANLY SE0EREC PRIOR TO CONTN0ING MTH THE EXCAVATOR, OR TUNNELED AROUND '5 PREVENT DAMAGE TO THE 4000. 10. TREE 400)05 411 N0' BE EXPOSED TO DRYING OUT ROOT ENO5 NUS' BE COVE8E0 Mi1H NAIVE SOIL OR BURLAP u P ANO KEFT M MOST UNTIL. FNAL L BACNFI aRFI N A GRADES HAVE BEEN ESTABL SHED WHEN DEEMED APPROPRIATE (E. G. DURING RERIOD5 OF DROUGHT' 'PE cry REPRESENTATIVE MAY REOu18E A TEMPORARY ■8RICATON SYSTEM RF LTIL. 2E0 M THE RENAININ6 CRITICAL ROOT ZONES OF ROOT PRUNED 'REFS. NOTE: INFORMATION R THE A15 7 78 0 INTENDED E 050 ON PROECTS *MERE CON STRUCT04 OR PA i0 EXISTING TREES N JNA A F AT IM 075 ARE LIKELY OR 5 EVERY 0. F 101 IN 71' ON ECS E u EL EVEN L S COVERS • v3067 OI SITUATIONS, a CANNOT AOORE55 EVERY ONE IN THE EVENT THERE ARE OUESTONS OR CONCERNS REGARDING TREE PROTECTION ON A PROJECT, PLEASE CGN TACT THE CM'S PROJECT INSPECTOR. 'F THEY ARE UNAVAILABLE, PLEASE C ENT AC' TM KURTZ. SENIOR LANDSCAPE ARCHITECT IN THE PUBLIC WORKS ADMINISiRATON AT 727 - 562 -4737. ERO$lo 4 AND SFDIM NT -0NTR T CONTRACTOR I5 TO PROVIDE "EROSION CONTROL /SEDIMENTATION BARRIER (SIL'0TON CURTAIN) TO PREVENT 51LTATON OF ADJACENT PROPERTY STREETS. 5TORM SEWERS, AND WATERWAYS. IN *EDITOR, CONTRACTOR SHALL PLACE SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTOR RELATED 'RAFFC 15 TO ENTER AND EXIT THE SITE. IF, IN THE OPINION OF THE ENGINEER AND /OR LOCAL 00140RITES EXCE59VE 9NTTE5 OF EARTH ARE TRANSPORTED OFF- NATURAL DRAINAGE OR OU E E A $PORTED 7 SlE ETHER BY 0 70 00 DR HICJ AR TR.AFlTG M CONTRACTOR I TO REPO A i11 KEEN TO THE vE L E CONTR C OR 5 K AND CLEAN E 5 SATISFACTION OF TH E ENGINEER AN D/ OR AUTHORITIES, THE CONTRACTOR & 1(0,18ED TO OBTAIN 611055, SWPPP PERMITS AND MAINTAIN B4P5. 7. ME CONTRACTOR SHALL PROVDE ROUTINE MAINTENANCE OF PERMANENT AND TEMPORARY EROSION CONTROL FEATURES UNTL THE PROJECT 15 COMPLETE. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MA',NIENANCE OF ALL RETENTION AND DETENTION 000(100 AND H BUFFERS, 1 D RAT OF 5 D ALL LANDSCAPE. _ BU FERS, ROUGH ALL JU ON THE PROJECT, AND UNTIL THE WORK IS ACCEPTED BY THE OWI4ER. ALL DISRUPTED AREAS SHALL BE RETURNED TO THEIR ORIGINAL CONDITIN DEWATERING: • CONTRACTOR SHALL BE RESPONSIBLE FOR DEWA'ERING, TESTING AND OBTAINING AN Y PERMITS ASSOCIATED MTH DEWARRING *007105 45 OUTLINED IN THE CON'RA0' DOCUMENTS, INCLUDING FEES FOR SUCH 2 DURING CONSTRUCTION NO ICI ET DISCHARGE OF ASTER TO DOM. STREAM 810001NG 0 E D GE 000ERS /ALL PE ALL ROUTE '115 CONTRACTION 574 SUCH FOR ST30ING ,3ER DUALITY. AND SHALL 0 R.A. 0 '800 E WATER 'N $'LION a MANNER TA, AOEOL.ATLi REMOVE SILT PRIOR TO RUNOFF FROM SEE. 4. IF 000070RING MLL BE NECESSARY FOR EXCAVATOR OR L ^UTY INSTALLATION 'HE CONTRACTOR SHALL OBTAIN A STATE OF FLORIDA DEPARTMENT OF E5NRONMENTAL PROTECTION GENERIC PERMIT FOR THE 015CHARGE OF PRODUCED GROUNDWATER FROM ANY UNCONTAMINATED 5 'E A 71Y 7 )E 11 586044111' 1 62-620_300(2)D COPIES ] F 'H P RMIT AN REQUIRED R A SUBMITTED Ti ^TTY F E E D EOU ED TES ESUL15 SHALL 9E B TT E5 TO E .. 0 57080 CLEARWATER 53STEM AS DEPARTMENT, PONT` 1 DISC THE CONTRACTOR 05 CONSIDERING THE CITY STOR4wA1ER SYSTEM AS A POINT OF DISCHARGE. 1111104 APPROVAL 5 RF.OUiR<C 5. FOR MORE DETAILS ON CITY DEWATERING RECUIRE0ENT5, REFER 00 PARAGRAPH '2 30 5ECTON IV - TECHNICAL SPECIFICATIONS FROM "81 C00110ACT 0000M0N75. Q E.c NA CALL LOCAL NSJC WIRT NOTRCASO N CENTER C /RwATER PUBLK UR611:5 RE_uWED RATER EARN WELLS (727) 562-4260 FIR 7.6 CLFARW4TER PUBLIC :PI7.21E2 74•58714,17 COLLECTION ANDREW MAUVE. 2 7216 1XEA12W4TER RUBLK 0117776 ROW. RATER TEARY ,.ABE41 (727) 562 4960 Fe. 7224 6NGL.A5 COUNR' UILTICS Arr NORMS (727) 464_1536 00712A5 COUNT PIXXK WORKS GENE CROSSON (127) 46-2404 BRIw7Ig L• UEE NE12.4(5,t (727) 129-26110 RERION ERMOL 4T 6 lgµq*RCATOR GRELOIN (727) 570 -5101 SOUTHWEST ROMOA .A1E17 AMNAL3ENI -.RICHE (617) N 985 -7461 .022 MICE GLEARTIVATER GRITTIN (831) (121) 562 -4900 1e. 7407 FR MENET OAANH' HASXETI (YB) 552 -2024 PW71.5 coup, 88.308* 40RGE WRNS (721) 464 896 LEVEL 2 201.1. 216 Li< R. MILLER (512) 742-1479 'TAN 9607' 16 V9a20N ROMA NC. RNIL OIEDA C P EI.ONEE71. .77) 561 -1732 54a20A1 810R K INC OPTIC it. MCP (108) 10-114 (727) 413 1760 KNOLXX 61I57D17•0 OF FLOWER JAY YOUNG 029 229 (727) -0656 P17OapR Lk' C3.15 PARC.. REA ate W AM 76+,TK1R') STEFAN 079255016 ( T 5717-6000 TELECOMWFGT165 MMMGOWTrt RNELLAS CHRIS OM. *44-9 (727) 464 -3400 MUM .ER6Y 06'1Y0nON NADA NODUAA05 ;7271 562 -5669 800040 FXE*G7 'RM9R90N NANA (407) .2-9243 FROCRMS OA.. HOT OIL NNW Et 1PS 71 (727; 327 -61,14 FL9NXN soNCHEZ GAS TRANS (4▪ 077 650 -717'' ISSUED FOR B/D 04/29/2015 RECORD DRAWINGS su ' IXIAWA eY. v18, RATE REVISION CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 100 S. Myrtle Ave. Clearwater, Fl 33756 ®CALL 811 SUNSHINE STATE ONE CALL OF FLORIDA . (4406)SMRMAN000 (800) A52 -4770 m mum WOK 101 OKAN1E .6N 362 7� Nc 7000002 p1111 RE URS 7650 West CP1win•y CoN69411 Causeway SON 700 Tampa, Flo4i9* 33607 P8' (813) 286 -1711 0ax: (813) 286 -6567 0I8884 E799400114 Number. 000002 MISSION HILLS RAW WATER MAIN GENERAL NOTES 2 GENERA 410716 .0 ennimer 148 -UT 12012307 RDA •a6: N/A 0 rt /1 S /I8/TS ACM. eY: 9. 9w0REV SEE ABOVE 2 OF KeweavtO 510 MORES 00140. 0...X. PL 4 41121 OATS EXCAVATION POINT CHART EXCAVATION 801NT NO SHEET N0. UTILITY SIZE MATERIAL DEPTH SP 5 VERIZON CA8LE 1" PVC 2.95 582 5 GAS 12' DIP 2.49 SP3 5 COMMUNICATION 4' PVC 2.86 SP4 5 GAS I2" DIP 2.26 ISSUED FOR B/D 04/29/2015 RECORD DRAWINGS su ' IXIAWA eY. v18, RATE REVISION CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 100 S. Myrtle Ave. Clearwater, Fl 33756 ®CALL 811 SUNSHINE STATE ONE CALL OF FLORIDA . (4406)SMRMAN000 (800) A52 -4770 m mum WOK 101 OKAN1E .6N 362 7� Nc 7000002 p1111 RE URS 7650 West CP1win•y CoN69411 Causeway SON 700 Tampa, Flo4i9* 33607 P8' (813) 286 -1711 0ax: (813) 286 -6567 0I8884 E799400114 Number. 000002 MISSION HILLS RAW WATER MAIN GENERAL NOTES 2 GENERA 410716 .0 ennimer 148 -UT 12012307 RDA •a6: N/A 0 rt /1 S /I8/TS ACM. eY: 9. 9w0REV SEE ABOVE 2 OF KeweavtO 510 MORES 00140. 0...X. PL 4 41121 OATS SYMBOLS. STRUCTURES & FEATURES EXISTING 3LD 30e17 AOST '.C; = ALCLN07ES A7A D = 3 x. BL FE /0, CIAT - E071FE CS4N, RECCE. _ '_,. ELCnC 0313' rprr W 'LF 3880 TE E84CE CDT. 100770 LTUT ;TA 4v SF000:7) _ :UPRI /E01_0 M -UAL r PE ® = 30x. TELEPHCNE - ".LNCPE'E - )'CDROTIVA J77. T Pn - _ .OPNE= L - :LP'm C S_TL_' 1 _ _.70 TI ALUM PLAT BOOx - - ELLS 00 _ ARE P'r Rah' GEED DATA ��rI'= "- =E3A - 3r7' BOOx ,y = -04-63 _NC SF :DJ, LC=11E PEN '1 • = 004' _ =NEAT OCR= LGA-ED ME -a_ - -IP_ 4 = — uO0`L.2.8 EL ' ,004 E _ ~, ANEHCR _ OF -4VEM -n7, pp = JIGHi =DL[ CC1.003 =P'- - V =0CaL 7043,3REE 02,2:727: PIP", ® = IC0' "CSC. ME1AL _ =AEU GATP - 0 = LLn" 'TINE. WOOD - -' 00, CFETE M" N 'uMENi 'LCPICA DEFa.RTMENT 90 - 841,3.0 CF 180403, ,'4 I:.'N E = sTANTiCii. = LE C 7A _ :OTTN, 703, F_ 9 = 40447- 9, C4! 017 TRAP = 4040 CIS C Al ARv SEA`_, 4A4H_LE. JrOPP SE AE' 4 = ANHCLL, TELEPHONE ry, = METE,. ELECTRIC = METE :. CAS = PTER 872_0IMTD 047 JeL = 4ETE,. WATER - 47EHECI :NE SE :NON = MONITOR NC J - =EEL • = 'ENEPTRIAN RCS SN SIGNAL I77 SLENCLT • - HED u F 79 _ T _7'0,20' .2 4 - E 1v 'FAA- 07: Hox • = 74,1, SIO8AL ACE 9 = ' :00004CUNC ;AS 'ELEJISICN ' :OF: S`I(AV0_ AND 'IMF.T `RJR -- N- EC%FCUT+D. AHF TE_N17N 041040 7.2.N H- GINNING "ER"LFMND 'L ECT?" 'UI +' r ■:MM'NC-MENT ® T 'T:PT :FOUND LLECT4I' WARNPC 784 = PEAmANENA P=F RENC: M0-1UMEVT 3 _ '4_ER,477U4D DEEP �M 7,0802130N4_ 018, 307 i MCI 0 _ ,. EF :ht',.'NC EI +EA CPPE X NN Si, = _v_ER1RCuND •0410,10.10 MA''EP = EA:ERCPOuND '03 :0 :IAIN W4 "NC S.:T. )< c7FASPCHNO .AS MAR ' -R III E ER F D AP 'NIP C -Es, C?) A:ER FLU D E- 4 E N 0877- 1_R U 0 n A NED V • EP,R_UNC , NTAP SETTER M P410 :ER;RCUNO SAN PAPA SEAS' Wa P :NG 8 J02 9 - I3 4 -8CUN 1T1 , FHCNE M R ARK = CH.^ = r_L- ,rcuoD T- N0 9C 1 4Lw - v_EL;FNNU w 3 331 EF = nli - ,ND PTA. MAFN'N; 5.n = J PC_E. CONC'E'E MC = -CLINE NAI„6 PPE =Cu,: P ACHE_. PIPE = T _JAI. P..LACAD CNRATE EIEMA000 LEE" E -E /ANON - 100E UE_C3I'T O4 JAIA 3 CEASED E77,ES' LS = 1 -c SEC 0003880E TAPS - mASDNa1 MAW = MEAN HIGH WA-ER _ 'ICLMAL HATA .EA-AL_ 7,F~ - ,CAT 1• f1F A = Ai 3.,.K AuE = '0,' 3021 ,.DL ' CE L 300 :3. �D SAT -ETC ='G War 'E TO = NNl 0100 WALE' X' TU 'DC /2. LB 3� N-41L A DL'S LB 013 TCFK O: MAT. LM = 131477,7107 BEACH MAR. = AF = WE o TE`.E EL4323' ' -s -ACT NE A.vc = .ALT . =0C 07103 -r/ C, PE N =T� C —83- D D- c 7 B -- TEE 7, SLE,E AN =ENTER _ e DE 70c-i �Nf _, HF.,* ; vJED - Np. 4DE3GBDUSL GA_ 30100834E ANON '7NDE'G4OUN'J 4010E = AF401 M4 1 L400TOry 'E 0'1303040160 8_aCJ74M '008 1.147. ',0104 uN0E1006 4C ? r.LA1AI' '74i3R :NE - AP='ROxu00 ^L -CON E ONCE :GROUNC .+ " =E.Kn' MA 3c Foxur' _>�it,N .1N:.. �F.RG.rvD '.:.I v _ a:. vT T R E E LEG E N D A = "PEE = E.. V TEE= _ -A V T07- T, _._ .- 'FE -_ _ = JTAL "FTLj TR - .AN' -o'H - -E = M30v27LIA BEE = 4:=_ 'I:1, -pH _ 93k • 937: "=_t T• T L= ;PF_L,1' SECION IS TAKEN- \� _ = lSIIAMr_14 IrL ryiA = Pr . ..'J n4E - „ _ • TREE. PROPOSED PIPE SIZE (INCHES) FLRO DESIGNATION PIPE MATERIAL / PIPE FETING TYPE 18' W61-01 /RAJ FLOW DIRECTION O240 TARO HYDRAT+ F.H. PLUG7 REDUCER T7 BLOW -OFF { • p 1' HB CROSS. TEE 900 BEND CAP L WYE VALVE C.4-C 1' NB ❑E — 113 .J. UJ 4- BM TB -I1 / / —/ 9- 6' CHAIN LINK X K X MON� X tJ 24' ASPHALT PAVEMENT CBE or nnmunnnunum SC) SA_ 52 x 92.5 cumwmanrom © MI (” 0 0 DESCRIPTION TYPICAL PIPE IDENTIFICATION SINGLE -UNE PIPE DOUBLE -UNE PIPE MANHOLE, WATER TIGHT FIRE HYDRANT ASSEMBLY (INCLUDES VALVE) SINGLE -UNE PIPING, VALVES. AND FITTINGS AM RELEASE VALVE 005E BIBB / CONNECTION, SIZE VALVE VAULT WATER METER ELECTRIC MANHOLE/VAULT TELEPHONE CABLE. MANHOLE/VAULT & BOX BENCHMARK TEST BONING JMITED ACCESS RIGHT OF WAY (LA R/W) RIGHT OF WAY (R/W0 PROPERTY UNE (R) PROPERTY CORNERS :IRON PIPE IRON ROD CONCRETE MONUMENT FENCE. SIZE & TYPE BUILDING /STRUCTURE PAVEMENT. SIZE W TYPE CATCH BASIN CULVERT OR BRIDGE CROSSING A ROAD RAILROAD TRACKS (R /R) SIGNS POLE, POWER POLE R CO04 "401ION POLE SOIL PENETRATIONS S.OPE CONTOURS SPOT ELEVATIONS STORM WATER FLOW STREAM (SMALL; /OTCH, SWALE SHORE UNE STORM DRAINAGE PIPE STORM DRAINAGE MANHOLE /INLET RAW WATER RECLAIMED WATER POTABLE WATER CAS MAN FORCE MAIN SANITARY SEWER GRAVITY PPE FIBER OPTIC OVER HEAD ELECTRIC BURPED TELEPHONE STORM DRAINAGE PIPE CABLE N CHAIN LINK FENCE TWEE BARICADE STANDARD VISIBILTY BLACK GRAY PROPOSED FEATURES EXISTING FEATURES ABBREVIATIONS -CsENEE*t SYMBOLS ADIU5398LE ANGLE APPROXIMATE BEM4= NARK BETWEEN BOTTOM OF SLAB BIRLDING CAPACITY CENTER UNE CENTER TO CENTER CLEANOUT CONCRETE CONOIDON CONTINUATOR CONNECTION CUBIC FOOT CUBIC RICH CUBIC YARD DEGREE DIAMETER DAWN, DIMENSION DISCHARGE .04.9 G EACH E EAC8 WAY EACH 0ACE ELEVATION EQUIPMENT COSTING FINISH FINISH FLOOR FLEXIBLE FLOOR DRAIN GALLON GAUGE GRADE HIGH NIGH POINT HIGH WATER LEVEL HORIZONTAL HORSEPOWER INSIDE DIAMETER INTERMEDIATE UNFAIR F001 LONG LOW WATER LEVEL LOW PONT MANHOLE IMNUFACNRER MATERIAL MAXIMUM MECHANICAL MINIMUM MOUNTED NOMINAL NOT IN CONTRACT NOT TO SCALE NUMBER ON CENTERS OPERATOR OPTION OPPOSITE OPENING OR EQUAL OUTSIDE DIAMETER PLATE POINT POUND PRESSURE PROPOSED RADIUS REQUIRED RIGHT OF WAY 8004* REVOLUTIONS PER MPK/TE 5ECf100 SHEET SIDEWALK SIMILAR SPECIFCATIONS SOL✓RE SOIMRE FOOT SQUARE RICH SQUARE YARD STANDARD STANDARD OMEII0.00 RATIO STATION SYMMETRICAL TEMPORARY THICK THREADED TOP OF CONCRETE TDP OF SLAB TYPICAL UNLESS NOTE) OTHERWISE ULTRAMOLET VERTICAL VENT VENT THROUGH ROOF WASTE ACTIVATED SLUDGE WATER LEVEL WEATHERPROOF WOE WITH ADM. APPROX. BY 8.. B .00 0 .5. BLDG. CAP. C.C. C.O. CONC. CONO. CO. CONN. CU. FT. CU. IN. CU. Y0. DE,. D I D AG. DIM. DG. DWG. EA E.W. E.F. EL, ETV. EQUIP. EXIST, FIN. E.F. FLEX. GAL GA GR. 11.07. NW.L H OER. N.P. I.D. TNT. L.F. L., L LW. M.L CPT. MH WMFR. MIL MAX. YIN YID. NOM. 0.1.5 N.T.S. NO.. 1 O.C. OPER. OPT. DPP. 0 /NG. 00. D.D. PL. PT. L8. PRES. PROP. PIPE / JOINTS $YMBOIL BLACK IRON PIPE BLACK STEEL PIPE BUTT WELD CAST IRON CAST IRON PIPE CAST IRON SOIL PPE CONCRETE PRESSURE PIPE COPPER PIPE CORRUGATED MEIN. PPE DUCTILE WON EXPANSION FLANGE GALVANIZED STEEL PIPE HIGH - DENSITY POLYETHYLENE JOIN MECHANICAL JOIN METAL REINFORCED PLASMIC PIPE POLYETHYLENE PIPE POLYVIMLCNLOBIDE POLYMNYLCHLORIDE (DOUBLE CONTAINED) PUSH -ON JOINT REINFORCED CONCRETE PIPE 501-EOULE STAINLESS STEEL STEEL PPE TIED JOIN VITRIFIED CLAY PIPE RESTRAINED JOINT WALL SLEEVE WALL PIPE (WITH WATER STOP) VALVES. FITTINGS. ETC ACTUATED BUTTERFLY VALVE MR CUSHION CHECK VALVE MR RELEASE VALVE MR/VACUUM RELEASE VALVE BALL CHECK VALVE BALL VALVE 8UN0 FARCE BUTTERFLY VALVE BURIED GEAR OPERATOR CHECK VALVE. SWING /GEODE ELBOW ELECTRIC VALVE ACTUATOR ELEVATED GEAR OPERATOR EXPANSION JOINT FIRE HYDRANT 01T1NG FLANGE FLANGED ADAPTOR FLEKIBIE COUPLING GATE VALVE GLOBE VALVE HARNESSED FLANGED COUPLING ADAPTER HYDRAULIC VALVE ACTUATOR KNIFE GATE VALVE MECHANICAL JOINT ORIFICE PLATE PLUG VALVE REDUCER RUBBER FLIPPER CHECK VALVE SIIDR CHECK VALVE SOLENOIO VALVE VACUUM RELEASE VALVE VALVE BOX EQUIPMENT DESIGNATIONS AIR RECEIVER AIR SEPARATOR RE0'O. AUTOMA14 STRAINER R/W, R.0 W. BACKWASH SUPPLY PUMP 01.1. BIOFILIER BLENDER BLOWER BRIDGE CRANE BULK STORAGE TANK CHLORINE SOLUTION PUMP CHLORINE FEED PUMP CHLORINATOR CLOSED COOLING WATER PUMP COMPRESSOR DEGAS SEPEATOR CESSICANT DRYER DRAFT TUBE MIXER ORY TANK FAN EXPANSION TANK FILTER FUME ARRESTOR FLUCRINATOR GAS 80LDER GENERATOR GRANULAR ACTIVATED CARBON VESSEL HEAT EXCHANGER HIGH 5ERMCE PUMP HOIST 1011 EXCHANGE VESSEL MINER MOTOR OPEN LOOP COOLING WATER PUMP OZONE FLASH REACTOR 0204E GENERATOR PNEUMATIC EJECTOR POWER SUPPLY UNIT PUMP SIDE STREAM PUMP 51LENCER 5T0RAGE TANN TANK TRANSFER PUMP TROLLEY VACUUM COMPRESSOR VAPORIZER WASHER SEC. SP., 5HT SOWK. SAM. SPECS. SO. 50. FT. SO. IN. ST 00. STD. S.D.R. STA 5WA NM. TEMP. THK. THD. T.O.C. T.0.5. N.O. 10 VERT. VT. V.T.R. 8.405. 8.0, APE. W/ MEL IMO GENERAL LEGEND IS FOR COCK RFFFAF(ICE NOT ALL AdIENATIONS. SYMBOLS, MATERIALSC, OR FITTINGS, ETC ARE HECE4MLT USED IN THIS DCBGN REOW'UWL OISCIPUNE STANDAR() LEGENDS MAT SUPERCEDE THIS GENERAL LECOU. &P BS0 BR CI CIP CISP COP COP CRAP DI EXP GO HOPE MJ MRPP PE PVC PVC-0 RJ RCP SCH S.SD. STL TJ NCP RJ W5 MP *JOY ACCV ARV AVRV BACV sr sr BEV B00 OV ELL EVA EGO EJ FH FTC FLG GV GL HFU ANA KGV MJ O.P. RE RED RFC SCV 5V VRV VB ARC ASP AMY AS BSP BF BL 9W BR BST CSP CFP OHL CCWF 0110 DGS 5 Oi41 DT FN EXPT FL CH GEN GAC H% IE Y% OLCWP OFR DEG PPE PSU SSP 510 7P TR VC V V w PROCESS NOMENCLATURE )CRAP W DAR PROrFSS AIR, INSTRUMENT SUPPLY MR PIPE AIR PIPE - ATMOSHERK NR PPE - HIGH PRESSURE PROCESS MR PIPE - INTAKE PROCESS NR PIPE - LOW PRESSURE PROCESS AMMONIA GAS AMMONIA SOLUTION BASIN DRAIN BYPASS CLOSED LOOP COOLING WATER, RETURN CLOSED LOOP COOLING WATER, SUPPLY CHEMICAL DRAIN CHLORINE GAS CHLORINE SOLUTION COLD WATER COMPRESSED AR 00011IZED WATER DILUTION WATER DISINFECTED WATER ORAN ETRUENT (00404ST (GAS) F11E0 EFFLUENT FINISHED WATER FLOOR DRAIN FLUORIDE SOLUTION FLUSH WATER CAC BACKWASH DRAIN CAC BACKWASH SUPPLY GAG TREATED WATER GASEOUS 07C1GEN GASEOUS OMEN ECONOMIZER GROUND STORAGE TANK HIGH PRESSURE STEAM HIGH PRESSURE WATER HYDRAULIC FLUID HYDROGEN SULFOE INFLUENT INFLUENT RECYCLE LIQUID OXYGEN LUBRICATION GREASE LUBRICATION OR. MAR* DRAIN MICROFILTRATON MIXED LIQUOR NTROGEN GAS NITROGEN SUPPLY GAS NON- POTABLE WATER OFF GAS OPEN LOOP COOLING WATER. RETURN OPEN LOOP CODLING WATER. SUPPLY OVERFLOW 0Z010.1E0 WATER OZONE GAS OZONE URGE OZONE SYSTEM SUPPLIER PERMEATE PLANT WATER PLANT SERVICE WATER POTABLE WATER POTABLE WATER, COLD POTABLE WATER, HOT RAW SELVAGE RAW WATER RAW WATER 5100002(AI RECIRCULATION PUMP RECLAIMED WATER RECYCLE REJECT RETURN ACTINATED SLUDGE RETURN EFFIDENI WATER REUSE EFFL;ENT WATER 80 REJECT SAMPLE SEAL WATER SECONDARY EFF_UENT SODIUM HYPOCHLORITE SUMP PUMP DISCHARGE TREATED WATER VACUUM VENT VENT, CHEMICAL VENT, INSTRUMENT WASH WATER WASTE ACTNATEO SLUDGE WATER. CHLORINATED PLANT EFFLUENT WATER. DISTILLED WELL WATER SANITARY SEWER DRAIN /S4NRARI SEWER SANITARY SEWER, GRAVITY SANITARY SEWER FORCE MAN RTO9MWATFR STORM DRAIN STORM FLOW BYPASS STORNWATER UNDERDRNN POWER a FUEL ELECTRIC CABLE /DUCT BANK rue. UNE FUEL OIL FUEL 0E RETURN FUEL ON_ SUPPLY LOW PRESSURE NATURAL GAS NATURAL G45 NATURAL GAS UNE CDMMUNCATON FIBER OPTIC TELEVISION CABLE IA NR MIAAR P M NP MP AG AS B09 BIP CCWR 0085 CDR CC CS COW CPA DIN OW OW DR OFF EXH FE FW FD FL FLW 000 CBS 011Y 008 GORE GST HPS HPW HE 825 INF R LOX LG LO MDR MF M2 NY NS 086 060 OCWR D OF O2W 03 OZP OSS PERM 'IRE PSW PW PAC RSH RAW R8S RP RCWM REG REJ RAS REIN REEW REJ SENAP SW SE NADC_ TW VAC VT VTI WOW WAS WCL WD WELW SAN N 5D SFB ID FL FO FOR FO$ LPNG LPNG LPNG FO CAN VALVES. PIPES & FITTINGS 13 (SINGLE -LINE) DESCRIPTION SYMBOLS EXISTING PROPOSED UNCLASSIFIED. TYPE AS SHOWN ON THE DRAWINGS ADJACENT TO SYMBOL FLOW METER TELESCOPING VALVE UNION (UN) QUICK CONNECT COUPUNG PRESSURE CONTROL VALVE BACKPRESSURE SUSTAINING VALVE VALVE WITH HOSE END VACUUM VALVE GATE VALVE KNIFE GATE VALVE SILENT CHECK VALVE (GLOBE STYLE) BILL vALVE 3 -WAY BALL VALVE 4 -WAY BALL VALVE CONE VALVE NEEDLE VALVE PINCH VALVE DIAPHRAGM VALVE BUTTERFLY VALVE PLUG VALVE VALVES, PIPES & FITTINGS (DOUBLE- LINE) W mT402 FIL F'EKGY E 03 8000*9Y 4400ff 6 U FLAAGE MMVE K VALVE CHECK LHEIX ( 301.400 OJRI VALVE WAVE /DAMP " 1==i ELI=i DI IA II 1 N q 1 Q�="7 LEER ICATN / ®��_ORAWING NC. *HERE SECTON I5 DRAWN SECTION TARGET SUBTITLE (IF REQUIRED) SECTON LETTER IDENTIFICATION 1` SECTION DRAWING N0. WHERE DETAIL LETTER IDENTIFICATION DRAWING NO WHERE CETPA IS DRAWN SCALE DETAIL TARGET SUBTITLE (IF REQUIRED) DETAIL LETTER IDENTIFICATION DRAWING N0. WHERE DETAIL IS TAKEN DETAIL SCALE DETAIL TITLE ISSUED FOR B/D 04/29/2015 RECORD DRAWINGS PRVEYED Ial2AWl RT. NPRowo ar EAPNCEai A.O. 111w o. guru. a.[. 1 1.3711 REVISION oy PIT CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 100 S. Myrtle Ave. Clearwater, Fl 33756 '07[1787 SUNSHINE STATE ONE CALL OF FLORIDA .00) 4.32-4770 Four (MEMO) ACRAK YW EXCAV =W M757ID11FY. a[. URS 7650 Wet Courtney Compbell C ouae.07 Suite 700 Tampa. Ilona° 33607 PH (813) 286 -1711 Fox: (013) 286 -6587 Flom., Engineering Number 000002 MISSION HILLS RAW WATER MAIN LEGEND & ABBREVIATIONS X2 GENERAL NOTES.DWG 11- 0038 -UT FALL➢ RoPL 14/8 DA 5/18/'5 '2002307 OBSPED B. HANDJIEV W CRY OF CLAM ART. DRAM BY J. SCHEUERMAN mow_ SEE ABOVE PECKED Pr WIICOX 3 OF 13 o00 ENPNQR mom. o. &ALLEN. PEI 33108 DATE 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Cr L-] iL.LT • DR rl c_ cTh , z T ,H2' • , E_ HEHNR • • EL 1 5 16 7 L_I ?EPP rf" Tcrr -7 r Lr: 42, FD NOT TO SCALE ISSUED FOR B/D 04/29/2015 -■- RECORD DRAWINGS CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 100 S. Myrtle Ave. Clearwater, Fl 33756 ,......laar. so. eli) CALL 811 SUNSHINE STATE ONE CALL OF FLORIDA wetet.cwAttwww/s/netren/ (900) 012-0770 lac 411 wows Kn. TY C■CMATE ,.. IC.. -nt....r,wfp.m.%,- FL M.P. .. C00002 7650 West Courtney Campbell Causeway Suite 700 Tampa, %tido 33607 P17 (813) 286- I 711 Fax: (813) 2E16- 6587 Florido Enaineetina Human- 000002 MISSION HILLS RAW WATER MAIN KEY SHEET D. Mo., 4 KEY SWT.D ....0 . NiA 51./RiEVED el' C, Or CLVI SC wwir I .A. sr co..-.,—: I 4-0038-UT OAR M.N. 2/10/2015 ORA. er SEE MCA RENNED C , JOB M.: +2012307 DIMMED BF B. tiANDJIEV J. SCHEUERLIAN cm,opm re. O. WILCOX r. • OF 13 x0.0.1 el, CT OA APPRMED MR CO.I.C110,1 CM dONED 6.1.1.1 D. Wild. P E 1 .13731 DA% REVISION .... ;Al.' ' r y, ,,,,,,,,,,,,, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 +00 CONTRACTOR TO PROTECT VER /ZON CABLE STA 70+80.2 21.8' RT 8" 45' BEND D / /RAIJ M 1327074.1 51 424370.2 8" RAW WATER MA /N, PVC 5 xB x6' ENTRANCE PIT 11+00 8" RAW WATER 444/N, HOPE \ 2 +00 hI I a a a Ryas a a a a RWY ,021 STA 10 +76.4, 25.6' RT 8" 45' BEND D / / %RAA/ (2) 8' 45' BENDS D / /RAF] 7 J. \8 LF OF TREE PRUNING IlL 1 TREE BARR /LADE VIRGINIA LANE (60' RIGHT -OF -WAY) REMOVE PLUG & CONNECT TO EX /STING 8" RAW WATERMA /N FOOT NOTES' STATE ROAD 590 5''8'x5' ENTRANCE P/7 (RIGHT -OF -WAY VARIES) 13 +00 5 a •■• a a w.■RWMa a a � RWN� a a... RWWa a �pWywwv., r 160680.' -- — IRE£ ROOT PRUNING -� 7REE BARRICADE 1) HORIZONTAL D /RECTIONAL DRILLING IS 7HE PROPOSED METHOD OF /NSTALLA770N. 2) MAX /MUM REAMER DIAMETER WILL BE 12 INCHES FOR 8 /NCH PIPE 3) ENTRY & EXIT PITS AREA SHOWN ON PLANS e COMB /827)ON AIR VALVE 5TA 15 +03, 44.2' RT 14 +00 g" 45' &CND 0 //6.44.1 STA 14 +85, 26.2' RT 8" 45' BEND Dll /RM/ Y 5x8375' (JOT PIT a0WMa a.■ RWMa a a a L 5 +00 .8" RAW WATER MA /N, PVC 1) PHASE 1- ESTABLISH 76A•37C CON7ROL THROUGH WORK ZONE PER FDOT INDEXES 607. 602 & 660 70 65 60 55 50 45 40 35 EX /STING VER/ZON NRG /N/A LANE O o Qro ie I I —L - - -- h I ■• 1 EXIST /NG GRAVE EX /S77NC 72" GAS EX /STING DRIVEWAY 5:4,8".r6" ENTRANCE PIT • h 8" RAW WA7ER M4 /N, HOPE 5'r8 x5' ENTRANCE P? COMB /N47706 A/R VALVE 70 6 82 O �h 52 m h• 60 55 50 45 40 35 10 +00 11 +00 3TP P, C I �Tf C T N N . R Al A CITY JTII R J f1, 'R � 0 I C 1 11 ' 'Hooter wit be responsible for dh r. g to 011 tree protection mean es required by the City of CI waters Codes Ordinances and Standarc Spec ficatons. This mil incurae 0I' is a s, Rao: Pruning one Tree Trimming. ese requirements are required within the specified L.m:15 of Work.- ono will also Include ell areas where the Contractor and /or his Suor,G tractor's stage store or park equipment male als, debris and veh.c es. 2) A6 Trr- Trimming and Root 7runing done ossoclated with this project *III be done by or unaer he direct s.rper:sion of an. Internatono' Society of Arboriculture ;.SA; Ce dried Arbors). 12 +00 13 +00 14+00 15 +00 0 20' 40' SCALE: 1' =20' HORIZ. 0 5' 10' 3) The contractor will n g or point all proposed root p unTg, per the opproved D roved D I s or os required b y the 'itv of Ce° wc,e r s Cod es Or dinonces end Standard S e< 14 ca to n s. These lines must be Ins pe cted od approved by the Cty Inspector prior the cement of any root prnng SCALE: •' =5' VERT. 4) Prior to red changes toting place. it Will ae the contractor's responsibility to 'e he potential 'mpects to ex sting trees :th h ert -f ed arbor st, one :nc ude an and all / / / mended tree proleclon measures n his proposal to modify the appro -me desten. The Project Manager must approve any ch oyes to the approve° aesign prior to mplementgFiSW�V �0 FOR B/D 04/29/2015 of sore change. �._•- RECORD DRAWINGS" CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 100 S. Myrtle Ave. y Clearwater, Fl 33756 ® ~11 CALL 811 SUNSHINE STATE ONE CALL of FLORIDA 200)NWw -0170 jepo� .s2_ano wow w t pcwww A n „�„L,, ,aog„� 7650 way Courtney Campbell Causeway Saito 700 am • Florida 336D7„,O+,a, Ph7 (813) 286 -1711 Fax: (513) 256-6587 Rondo Engineering Number: 000002 MISSION HILLS RAW WATER MAIN MISSION HILLS PLAN & PROFILE c NPAC PISS DN RIL S.OWC rim BOON N/A S.W. OM - vCr, OF C3W CRWW ttNc writ imeow e.: 1� 0038 -UT °Aa/28NN, MOAN BA SEE 00000 maa•wa acW art u No.: +2012307 °90aa MA 8, HAND.IIEV o om er D. WILCOX sm +u 5 OF 13 PAPAW., FLA on DONEEP nal o. OMEN, PC 1 3,21 PAW an oraeem Waxen D Wlufs. s 13222' OA, REVISION e. or.rt 1N. F.E. �'i''';,,,V 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8" RAW WATER AMA HOPE 16 +00 STATE ROAD 590 (RIGHT —OF —WAY VARIES) 5'x8 i5' EXIT PIT 8" RAW WATER MAIN P210 1� 1 17 -CC 5 +8 +5' ENTRANCE P/T STA 16 +31.2, 44 RT / 3 ' .. 8" RAW WATER / STA 16 +87 3, 1/6 RT 8 45' BEND 01RMJ J,yaA, Pte. 8" 90' BEND O / /R,W 5TA 16 +577, 51' Rr 8" 45' BEND 01 /R.W 5TA 16#377, 906' RT 8" 90' BEND DI/R11.1 EX /T PIT somariWN1A■ I MISSION HILLS BLVD I REMOVE PLUG ? CONNECT TO EX /S77NG 8" ROW WATERMA /N FOOT NOTES,- 7) HORIZONTAL DIREC77OVAL DRILLING 45 THE PROPOSED METHO5 07 /NSTALLA 770V 2) MAXIMUM REAMER D/AME7ER W177 SE 12 INCHES FOR 8 /NCH PVC. 3) ENTRY & EXIT PITS AREA SHOWN ON PLANS 5 +00 N: 15270691 E 425170 17 TEMPORARY TRAFFIC CONTROL NOTES- !) PHASE I- ESTABLISH TRAFFIC CONTROL 77-IROUCH WORK ZONE PER 7007 INDEXES 601 ,k 602 70 65 60 r-- EXISTING GRADE _ _ JX /S77NG DRIVEWAY M /55/05 HILLS BLVD 14"x23- RCP -' -- r__r- - -____ 55 �° 1 1 I ; 4 ,23' RCP I I _ -r 50 45 4 35 8" RAW WATER 8" RAW WATER MA /N, HOPE l // M4/N, PVC 5 +8 +5' EXIT P175 r*o� ti 2/ b 5 +8'x5' ENTRANCE P/T 16 +0C 17 +CC 'Rr 'I N 7R A Tr J L' PROJ' "T P 050 di Pie Jo troctor oe rescors b e oaoe,Pg to all 'see protect ',inst.'. 'eaa.rea D of a water s Codes, CrOinarces arc Stardom o cz: o^s T:s rcuce aes o0 0 q and jrree 71m/ring. se a requtements are 'ecu rea w , n the spec led rr is of Work ono all elso nclude al, here ,oe Contractor and /or his 5uh I. r s stud, sore or 70,6 equipment, mat ols, debis and vehicles, <; A. re r mmi ^g and Root Pouring _one /ssec.Ote7 * l tr -s project .11 te done Dv or .rr_er 'he awed super, siar of co nterna' -anal Society o' Poor old L' ',I � Ce't.`so Arao'. St. 18 +CC 70 65 60 50 45 40 1 35 0 20' 40' SCALE: 1 " =20' -05IZ. Te o ^ ;roc•or w I. `.ag air pant al p'>pcsee 'oat p ^g per toe approved Dan c required Cy the '"'t of Clearwater's Codes, Ordinances and Stardcrd S 1 C - must ne nspec:ec and approved b :re :v nsaector Dror the commencement of air y G °circOtipns. Tese ,nes cry pruning SCALE: 1 ^ =5' VERT. o' o ' d recommended 1reeges `ec ng c xe L t s Tee 'he co^'-a/ s re a p_ a w fl'e p L t a C t m .Tap trees ;n h <er -:f t crap'' a o^ arc a l jeSSUED FOR B/D 04/29 f surd chng Y e Cratec! -ri maps e s croeosal (e mo0l ap Droves design.' es gn "he F opct Manager ,;st approve any changes to the cpprovec ads qn pr or v' mplemen: /2010 of 5a� thane .J RECORD DRAWINGS ^_ s _ ` °` CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 100 S. Myrtle Ave. Clearwater, Fl 33756 __ ®CALL 811 SUNSHINE STATE ONE CALL OF ELONDA .eellwns...co,n (800) 432 -070 60.5rt q vuv ' t�.. Oeo xo " RiNL Na. O°0°' 7650 wen Courtney Camplued coo.e.p> Suits 700 Tampa. Rondo 33607 pN 286-1711 86 -6587 o ndo Numoer 00000 ^ MISSION HILLS RAW WATER MAIN MISSION HILLSPLAN & PROFILE °s PURL R�]we � N ♦ 0 °v cm or CLw may. ft-wen ° S 0038 -us DATE MIAMI �S�yEUERNµ ,pMi SEE ABOVE ono.Ee. [Node WT •201230/ DOMED 9, B. NANI]wE5 oeo®a. I 0 W8.200 c w•0,'3 N.wawn. APPRONCO FOP on D0 wawa. 6. aos *Ea inn REVISION p w a c eHUU it . . afi a,ym wawa. eu s n• an1E patch / '4-2' 18' Min. ie.-- Compacted Thickners) . I • -4511011911RIAIMIAFIV --77,277TiWt20 I Rep Income., base nwtenal shall be apOroeed by th• Engines, ore City , *100. 2g, 6., 126._Trelich I 12' 15- Wrath I Vanes Asphaltic Concrete patch to be 2' min. thicknese of match existing far [benne,, ir excess of 2- Retch shall be Type 5-1, unlees otherwise specified Mill and Resurface full tbdth or rtr•er on longitudinal inetellotiont Cern...acted Rock-fill Undisturbed Exist Base -77 ,Undistlirbed Tree. Side ASPHALT S`REET AND DRIVEWAV RQP-ACEMEN- REQUIRED FOR CONSTRUCTION Monolithic Saab 3.000 psi Mber Mao Fuoncrete If this ;mutt rs taken 4' of on •xortng sent. then rearms to thy joint. IR' ; Compact. Boddie VI Trenth r8" Width Min. ',ores ..F.,,,Uncrsturtea Trench Sitle 'Existing Concrete CONCRETE REPLACEMENT REQUIRED OCR UT _in' CONS-RUC-ION STREET AND DRIVEWAY REPLACEMENT FOR CONCRETE & ASPHALTIC CONCRETE SURFACES Ci-r 3F CI ARWAVIR, FLORIDA U elr0INCEPING DLPAR-MENT B 11 NG.Er. PLAN V,EW •s, ,vseii, ue Arre, rer. .n2 sooper 0As r,Aer worw, rr, AA sArrer7e, o Arwo,,, A A coAcrete sso Ae AGAC Au 3 23 66.6 'ter rreor rem wrors Durrre-r 50.71Ae to Or 07- 7.0.7 7777^ Awn°, ,urb .r■s7ing. Aloe, 0,70s 77011 70, 7 deter .77, wor'rne sur,e r r4A'orrar,e N.. re0A rewref 7.• rf, 97Asewo, a•-.1 20,LS (7,2 6 3S 00, orT_L TYPICAL CRIVEWAv 08005 SECT' ON B--B 2000 PS, :000,,, 4" •Sis, 6' _-_- SECTION A A (DTYPICAL SIDEWALK CONSTRUCTION & RAMP DETA.L C OF 15LEA800TER. F_CiRiDe ENG iNEERING DEPARTMENT ii to 00,0010 rwr,w CD112-74,714,, ANA 'iSFwA .1 SCA/El-WC VIEW ,83 CPAS f.ANS' 4,6 7-PE E_EVA- ON A- A TYPICAL PUBLIC SIDEWALK CURS RAMPS RETURNED CURE RAM'S O -88 Rnorin rr, SECT ON 3-5 CITY 15' CLEARWATER. FLORiDA. ENGINEERING 3E0ARTMEN1 ArArr. wr Overlap filter material 18" across top of aggregate. - varies • Perimeter of aggregate ; , .2. 0. to be f ; ully wropped with ;6!.=7. „ Non Degrading Fiberous Rc-- '2 Filter Type MaterIat 3. Directed by Engineer. Alirafi 140 h or approved 04140 - _ „ Filter oggregate for underdrains shall be as specified 'n the FOOT Standard SoecifIcotions Section 90' - Course Aggregate, and shin be ether 16 or 157. If #57 is Jsec, 6 must wasted anO screened :0 Fer210VG fines. Tee oggregote may be stone, slog, Or Sale pipe (../o perforations) 's to cyst-ea grave,. Cie used unde" drives ond roadways, Vf 15 compacted backfid - 4"%ovv-T4N4P lil\IDERDRAIN CETA L SACK OF CURB Ur ess otherwise noted. uncierdrain pipe snail be 8' diorneter PVC with Derforatiors dawn - See Technic.ai Specifications far oetaiis. C '20 OF 'CLEARWATER. 150000* ENGINEERING DEPARTMENT ■ Pavement 3000 PSI 24246" Concrete Pad with 6.6 W.W.Fr--, ,\ I/ 12" I (MIN) Volve Box (No Substitutes) „. .;e1. Compacted Subirode See Note 1-' 3-Piece Adjustabie - Ftitt Water Main Mech. Joint Vo/ve-- 2-125 Wres „2 I -2' PVC (See .naex # 402,- ,3 Sheet 2 of 5) "8 Water Main Restraining Joint TYPICAL VALVE & SOX SETT NG 1511 00 CLCARWATEFI, 3.0R50A (6016(150 '40 DEPARTMENT SE7888 : OPEREO, 7 41 s1-,1 DC 5E C° 88. 8, 8,8 w-Dir, 2- TEE OP Gr..77 EPAL8 JEN'. P 2P8 ON :CE 8 28'O2 . " PE DP OPPE' SC-E8_,_E T ERE 28_8- NO 88-C : 51=EIS N-8 .71" DE,-17 :5••• T E 6. — WATER VALVE SOX CONCRETE PAD PLAN VIEW ,F• 402 C 4'.- GATE VALVE L- 13 WATER . ..sr 3" BRASS 'DENTIFICA—ION DISK C.TY Cr ClE00WA7Ca. FLU,. E5011.0(0150 13,,000yE 88, --NE: ,OF 8 518,JP2 11» '15 DN 40 9LP, JEPLIL LS7 -5E8.8,48 0' <E,18 78, JOE:. C 28E, Ebba Iron 1500 Series (Typ.)- p_NC - '.J7 NC :8J8LE''' . 2 2 L 181 N F:7 A A90 -A- Wr P:N 88. NE, S dL "'II, Ede 47FiEs REr-R,N77, PVC P;PE THRUST RESTRAiNAG NOE • NC PC8 ' CITY OF 3lE313w6T00 , FLORIDA LsGisEEPiNG DEPARTME04 Restraining Gasket (Typ ) - iEC7PAINE5 CN E., P.,. LEO. L - - 00 NC- LiSE FOR 'vrRTICAL CITSFTS 2D. - Thrust Restraint (-pa ) THE -A4,4470I3. -4100 rY.sT OE 0E-00 4ED 16 ,76 - NEA3. '711577 D.88D FNC: ,TE -3RD37 ,E0-7,47 :...3.38.-r PE 81E,C _.328 :8,7E2 ro, .IFC 47 7,-:, • r A,A_L "-W SE 2- at▪ .L. CAL JUIN E'-''NGS DUCTILE IRON P PE THRUST RESTRAINING CiTY OF CLEARYWER. 510000 ENGiNEERiNC 3E70010E5T ,,LICTILE 1P2N worec.o-er ' 41, awir 1 p[53•..91. ” N ISSUED FOR B/D 04/2/2015 RECORD DRAWINGS !EWA. BY DAT 0, .41REER wONAO. D OUL.fw o 00701 OATF REVISION BA CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 100 S. Myrtle Ave. Clearwater, Fl 33756 V—CATI 811 SUNSHINE STATE ONE CALL OF FLORIDA wr.r.colisunsAlfro.rom (800) 432-4770 s. rreS0 ow.www. tworer- own WAWAerwer otwie Sew 7Se WaleCA 3.36,37 Demalsw4 NO 90.2 URS 7650 *est Courtney Como., Causeway Sude 700 Tam., Pond, 33607 an- (813) 286-711 Fox- (013) 286-6587 7an0e Engineering Number 000002 MISSION HILLS RAW WATER MAIN DETAILS DK AWE 9 arTAILs.DWG COURACT 1407 14-oo38-01 aerle oewew 2/26/15 9.0874,190 01 ' CI, OF 0:8 Nor, OURS gy , J. SCHEUERIAAN ' mOrld_ SEE 46006 ure 120'2302 Of.S.E0 8Y MANDJIEV CAE.. BS eirEET D WILCO% 9 OF 13 APPRO.] FEW CODISTIAAC7. 0, NOM. weNAEL 0 A 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NOTE- , TRENCHES LOCATED UNDER PAVEMENT OR INSIDE THE 2' HORIZONTAL TO 1' vERTCLE SLOPE, DOw'NWARO FROM ROADWAY SHOULDER 02 THE HACK OF CURB 310. FROM SPRING LINE TO BOTTOM OF SUB -GRADE OR THE FINISHED SURFACE OF THE EMBANKMENT, AS APPROMeATE, SHALL BE COMPACTED r0 A 0E951, OF 1009 AS DETERMINED BY AA5H0 1 -99 METHOD C 2. TRENCHES LOCATED OUTSIDE OF THE 2' HORIZONTAL TO I' YER0UL SLOPE DOWNWARD FROM ROADWAY SHOULDER OR THE BACK OF CURB AND WHERE NO VEHIC'JLM TRAFrlC WILL PASS OVER THE 'BENCHES, BACK nu. SHALL.. BE COMPACTED TO A DENSFIY APPRO%IMATELY EQUAL TO THAT SOIL ...ENT TO THE TRENCH BUT NOT LESS PUN 95 PERCENT OF THE MAXIMU11 DENSITY AS OETERWINEC RY AA5H0 T -99 METHOD -C. ]. REPLACEMENT OF THE PAVED SURFACES SHALL BE MADE IN ACCORDANCE TO APPLICABLE LOCAL REGULATIONS. 18T MAX. TOP. PVC RAW MAIN PVC RAW MAN 01P RAW MAIN PVC RAW MAIN 7 L MJ TEE ` L MJ GATE VALVE DIP RAW MAIN NOTE: ALL PVC JOINTS TO BE RESTRAINED NOTE: DIP SHALL BE USED ON ALL LOCATIONS BETWEEN SITTINGS AND VALVES OR BETWEEN TWO FITTINGS WHERE THE DISTANCE BETWEEN THEM IS EQUAL TO OR LESS THAN 18'. MJ GATE VALVE PILL .. - .L'L_- 1'1 R/W LINE EXIST. GRADE EXST. SEWER LATERIAL PROPOSED RAW WATERMAIN /EXIST. SAN. SEWER NOTE: 1. CONTRACTOR TO FIELD VERIFY LOCATION AND DEPTH OF EACH LATERAL THAT WILL BE CROSSED BY NEW RAW WATERMAIN •P�r F NGTET SEPARATION REQUIREMENTS FOR WATER, WASTEWATER AND RECLAIMED WATER MAINS HORIZONTAL d VERTICAL SEPARATION REQUIREMENTS PROPOSED UTILITY POTABLE RECLAIMED yy,TER NMTER MMSTEWATER (GRAVITY 6 FM/ STORM SEWER HORIZ VERT HORIZ I VERT HORIZ VERT HORIZ , VERT POTA84E WATER NcE i2 303E 3' a I 3O132E rA13313 3o23E 3 3,3E 34 1o23'E 18', RECUNEC WATER N„TE 13 90113 301E 12 12 I 30'. 3,31 0203 WASTEWATER (GRAVITY AND FM) V,. 01 ,33 30TE 33333 rE NC E 20212 RIGHT OF WAY N E N/A i E N/A 3• E N/A • WA N/A 17-15 SLPARA'10` N.E321*NEVI S 4OSV,SE 001E 00 f �i_!/ '1, i/ --ELL ON AND VAIN -E. 3NCE_ /3/1EE CC- OF yOR; Z'iN TAL SEF /003101. IS 1,0 011. /010 FOR PIPE= 11 To 7, PEE -EDT /7 00 /20 -OR PPEE 1.0741._12 AT GREATER 2E23435, En3VIS.E All AD, - IIENAL FORT CF SEPAAA ICN OCR EACH 4DC1- ICI -1<_ =CT 0 I-E /2 14CF1 EFFARANCN EFC0IREMENT APELES WHF0 2-E ST C,32/ FIPF R5S5ES 0 Cv THE 2:03 00:1, > 'N -024 -HE P/ PIPS IRA A _ /AME EER 0'2000 I_ H ,+E <-EP THAN SA IIC O'HE WI-E, 'HE 40I0_1PEG A :" I ti HE_. HI': SEP RA IO\ R__E_I0L3_N- _„NR. _S WIT-I NNINON ESSE HEAR,' C REQJIREPENTS Ss TL 'ELF :N 0L955 3'0, - /AR AN'2ES ' 973 '1* -7EP RCOJIREME ^:NE ^01,'11 :CMPLY WITH SE -5`5 31 _ , 05'0 !' N SE EE APPR.j /170 1NI. ". vl ._A', yT BOTH MEP 01C OVEN ARE =0Twi 5 / /T515_ OF PIPE '0 EDE OF FIFE. .VF '.R PI =E = A__ PASS 1HIR7;0S1 50 \ 'DN -ACA NI TF 41`.'1 k/ 34R l'A1IHCLE E_T0U :TIJF :. Stop Less Check MUELLER 414350 with Lock Wng and Compress on inlet or approved equal Threaded Corporation Stop MUELLER H15008 or approved equal (Top of 45' angle) Saddle required on 4' P.V.C. only Iron service saddle Ford FC202 s ies ', w /stainless stem band or approved equal Water Main Water Service Tubing Driscopipe 5100 or Endot /Yardley Blue Jet, SDR 9, 3408 Polyethylene 09C—IORINATION TAP NNE 'NJ 2Lb. .F 2 CITY OF CLEARWATER, FLORIDA ENLINEERINL DEPARTMENT x,18 I 11 TEMPORARY BLOWC = AND SAMPLE TAP END CONNECTION Restrained 2" Topped Plug 2'. 90' Ell TCP CCNNEC -ON _IT2 Or CLEARWATER. TLORI0A ENGINEERING DEPARTMENT 3AMrLE TAP E - NO EC 13PALED r52_, 3\ 315 SS N 0000: 9/ 1/ n 5 vRC _AAP !A_ 00_,3/0 3ENE 0r. __0L EE LJS :CPR 4,31532 CP AP-a5.6: • +10 PVC 4F ,S 21__0/1 • .53'x2022 'AATET ',ALE 3E. ., r�ESIIILI OS' 1l \( 70' EFN1 NOT' • v1C a P -.5rr ;HA_. sOCRC.Nx EE 6 3.2 054,5,0 1RL'RENCL0E25E i NCi PC L C3 -EC 'N r: APy ENCLOSURE IEE t. 43,03/LA, 3C20,245,30 ELBOW . E_NE:. /00 3,6 5 NSN IF E E L F3E f C =, 00 MARE 'CLr_TA 0 -LENS E JSJRI 3,4, 3E 'JIVE 00E/3 711,8E CPFE3 FC= _1/3P3OPAT= I NE OP SFEEJ P x OP 34333 8433 .LIE N 104 a.' 0/0,11 BEr AL_ u_LCa. S c- 2 - ESENx'CE V. 4E , `1' /0,00 T14. F`E NO ELLE. TTP RAI TT, TAPE Tr.i> ._E,_AI a, TT 123E COMBINATION AIR VALVE AC N5 OF r RE 12 32,43 PLAN VIEW _CAF,: /SSUED FOR B/D 04/29/2015 RECORD DRAWINGS I MA_ eY MIa4cT ENOwtm Anwar. If, REVISION BATT CITY OF' CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 100 S. Myrtle Ave. Clearwater, Fl 33756 0-57 871 SUNSHINE STATE ONE CALL OF 0109105 w etcalpunahM*.eent (8001 432 -4770 wrest Fa CCAVATE URN NC 97171 URS 7650 West Courtney Campbell Caueeeay Suite 700 ramp, Florida 33607 04 (813) 286 -1711 Fox: (813) 286 -6587 Flpnda Engineering Number 000002 MISSION HILLS RAW WATER MAN DETAILS at RAMS ran Boat K. Br ID DETAILS 000 N/A CITY OF CLAN MAIM 9r ,;. SCHEUERMAN CCNTRACT 18Ah Mum. 3/2/25 14- 00313-UT Les Ap_ 12012307 ' B. HMDJIEV scALE HM.L SEE ABOVE esD. WILCO% ID OF 13 APPROycl3 rat CCOISTRUCTION 010 MOWER wa7N* 0. 09.010, PE %33151 DAN 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 L GEL0NC -- -D5_' DE oADE airman maimmarmisnim nonasamenammas 111111111111111111111111111111111641LIO .— 111FMMElMNNNfE3P MMOMMOOMMISSARM INIMMUMMARWOo- LAI ND BE TAC01 FL•.A S"RC1.G -.. ER 772,7 MA TER AL O :�EJ D : -110-1 Mn.1 = LTEVEC THE 70010 INSTALLING A =1L ER =ABP, C SILT 'ENC.= EN DIRT, M CE R'JNOE, xATEPs E FIRS, FENCE APR, NAIERIAL { ' CROJV -M1 - - ^ -7 BUR- OA C.T• CF CLEARWATER, '_CRIDA ENC:NEERING DEPARTMENT 1.LJT_`:. Oeo oo 7,00 000 . r :S,!000,' 71_3 0' :puu =r Eyes 71 ^0) c-.. 3G1 0, , F 0020. F_-E, 0.1e• Mare. T1 !1l M;RORARY SEDIMENT TRAP A— CL,"-R3 \_ET NEE DA J1 0TV OF 0_EARWATER. F -ORIDA ENGINEERING DEPARTMENT HARDWOODS Dar Let • R TAnK B CON= Ta� AxHO.ao w awn Mo R[sow¢ yX� �+�y an' �rrwor 'A: Lu.o BARRICA DES PINES E0RWA -010. 17:1 ENOINLL`INL /,PAR IMO O O O INSTALLING A f'LTER =ABRIC S LT 7ENCE C1 CLEARWATER. _ORIDA ENGINEERING OEPAR'MEN" T MPLCi ,...... E CPL_ IS-AT:CARE :FETAL 01.'11 E, INSTALLING A =ABRIC S'L— =ONCE 1 N.SPE N RERL. 0ENC-: -TER _- AVE -1. EN E R yC ..0100 :10 LC T ,EGMENT D • _TIE ANC 10 r,JR, A,N2_ PEOLVN, _FF_IENOF 0111. OF CLEARWATER. E_OPIDA ENGINEERING JEPARTMEN" HST- Jh '1BP,C TREE PROTECTION SCOPE: WHERE PROPOSED STE IMPROVEMENTS 'NVOLVE ANT C0757JC107 ACPY'IE5 ADJACENT TC A V 04010CTED 'R'_ES. PARIC.,LARLY 37NE10H THE JRIP'E /CANOPY OF AN EXIS0NG TREE, THE CO0 :320T0R WILL BE RLOJIRED TO NSTA� THE 011305 APPROVED TREE BARRICADES. THE PEOUI070 CITY TREE BARRICADES MOST BF INSTALLED, INSPECTED ANC APPROVED BY THE CITY'S ENGINEERING REPRESENTATIVE, P9100 TO 170131u7ATION OR PIE STAR" OF CONSTRUC -.ON ACTNTIES ADJACENT TO ANY PROTECTED TREE 00NS7000)0N ACTINTFS INCLUDE, BL1 ARE NOT SALTED TO THE STAGING, 5'ORAGE OR PARrNC OF VE" 'HOLES ECL'PME4' MATER.A_S ANC _EBR15. IN ADDITION, AN NTE7NATCNAL SOGETY OF ARBORICJLILRE (S 0ERT10 :00 ARB3RI5T SHALL PERFORM. OR DRECTL• 5JP'4756 ANY AND A_L 0E070E0 100E 101111140 /PRUNING AC1711105 REOJIRED BY THE CONSTRUCTION. THE C1Y5 ENGINEERING REPRES007011VE FOR TREE P7CIEC1ON ISSUES 15 TIM 00RT1, SEN10R LANDSCAPE ARCHITECT, IN THE 01-0 OF CLEARw1ER 5 070170LRING DEPARTMENT AT (727; 5E2 -4737. TREE PROTECTION NOTES: 1. T -E CONTRACTOR WILL BE 9ESP0NS'.BLL FOR *CHER.70 i _ TREE PROTECTION VEAS,RES REOXREC 00 1 -E 7 -T OF C_FARwATERS CODES. ORDINANC0S AND STANDARD SPECIFICA110S THIS 0100 NIGLJDE ALL TREE BARRCADE5 1001 PRANG AND TREE TRMN NG /PRUNNG ACTVTES THESE REQUIREMENTS WILL APPLY 0TH15 TIE SPECIFIED -314 TS OF WORK - AND WY: ALSO BE APPJCABLO IN ALL AREAS 0113E 112E CONTRACTOR 050 /OR HIS SL300J'RAC ORS STAGE, 5TCRE DR PARK VENC,)5, 000 -MEN' 11A'ER:ALS AN0 DEER. 2 ALL TREE PRUNING ANC /OR ROOT PRCN,NG ON Ex SONG "REES '0 3E PRESERVED RILL ONLY BE PERFORMED BY OR JNDER 110 D ROOT S'JPERNSION OF AN IN ERNATONAL 50C1E,Y OF A4BORIC'7_TJRE (ESA) CER00ED 048061 T. FURTHCRMORE, ALL TREE WORE SH ALL CONFORM "0 THE AMERICAN NATIONAL STANDARDS IN5TITCTE ANSI 2 AM7R"AN NA -OVAL orANDARP FOR "ROE CAR, ;0ERA'(}NA 'BFI 5HRII7 AN' ^Y-HER W0 " ^11 PAN' MANT"NAN^ R^ PRA 'R I - - 3 W1CRE CALLED FOP ON 100 PLANS '.N L EE 02.71.02005, EROSION CONTROL :SL E C, G OR OTHER APP900EC PRO10177 BARRIERS AROUND ALL TREES TC BL PRESERVED HER CITY STANDARD DETAIL WHERE APPLICABLE. 9O1E007 BARRIERS WILL BE 13_2077 N ROOT PRUNE 'TENC -ES. 4. RR10R TO ANY FIELD C -ANDES TAKING PLACE. ' W,L BE 'HE 00NTRAC"0R'S RESPONS'&JTY TO RE708 100 POT'T,AL 17.0'S TO Ex15-NC TREES WITH HIS CERTFED ARB0RI5T, AND INCLUDE ANY *N0 ALL RECOMMENCED TREE PROTECTION MEASURES 'N ,%15 PROPOSAL 1C 1100100 TIE APPROVED DESK?., THE CITY'S 011070E0ING REPRESENTATIVE ML5T APPROVE, IN WR11N7. ANY CHANGES TO 111E APPROVED CESG4 711,0 TO .MP_EME5TA' ON OF SAS HANCE 5. T•E CONTRACTOR WILL AvOCT ANY OPEN EXCAVATIONS 0LL OR 0700 CONSTRUCTION AC1NTE5 WHENEVER 00553LE WTHIN 71-E -CRT -CAL ROOT 70NE OF ANT EXS,NG TREE ('. E. 030[0 THE DRPLNE /CANCPY) 6 8000E CONS"R -]'ION ACTIN-ES ARE AND]. PATED '0 LAS" 03R AN EXTENDED PERIOD OF T11E NEAR EXISTING "PEES. - -E 00NTRAC'OR S'AL_ INSTAL ANC MAINTAIN Ott APPROVED 'REE BARRICADES AS SNOW Al THE S'ANDARD DETAILS AND APPROVED BY "1E CITY'S ENGNEERING REPRESENTA11V0. 7 WGODCHIPS, 117 -CH OR ANOTHER 005HIO5IN0 S.2R0ACE MATERIAL 1PPROVEC Y ERIN B "1E CI""5 ENGI0E_ G REPRESE4TA IVT_ SH 4L_ BE PLACED "O A MINIMUM DEPTH CE 'O CvER AREAS wNERE RODS ARE PROBER" ANC CCN5iRU0105 T.AF1.0 O[CURS. B. ALL TREE PROTECTION MEAE,.RES 5n.y REMAIN IN PLACE AT ALL TIMES DURING CONSTRUCTION 127.017 THE CITY'S ENGINEER.NG REPRESENTATIVE A1)0071ZE5 REMOVAL 9 T -E CONTRACTOR WILL C000C,NA'E WIN T•0 0IT'!5 ENGINEERING R0'9ESEN'AT4. -M K„0T7 O (:27' 562 -■0300 '0 OBTAIN APCRCVAL IN ADVANCE OF ANY ANC ALL WORK W711', 000 01110AL ROOT ZONE OF ANY E *''.STING TREE. TREE LOCATION: 1 ALL TREE P9u7NG AND /CR ROOT PRUNING ON EX:STING TREES TO REMAIN SHALL ONLY BE PERFORMED BY OR LNDEO THE DIRECT 5,0ERNSON OF AN '51ERN4T3NAL 10CIEl' OF ARBORICULTURE (150) CER1FIEC 098015TH „RT0FRMORE. ALy TREE WORK 5 -ALL CONF_v* TO T-E AMERICAN NA1105*, 5-ANCARD5 7151111.1E ANSI) 2CC', AMER CAN NATIONAL STANDARD 000 7E7 CARE OPERATORS - TREE 512070 AND OTTER WOODY FLAN' MAINTENANCE - STANDARD PRACTICES (P705 NG) ANSI 0302. 2 WHERE 800111EO, INSTALL TREE BARRICADES, EROSION CONTROL /SID- ,E6C1NG OR 01108 APP80VEC 630170TV0 RA0RER5 080-N0 ALL TREE5 'C 80 PRESERVED, PER 070 STANDARD DE'AIL WHERE APF_CABLE 730T70'VE BARRIERS 5H2_L BE PLACE: IN ROD' :RUNE TR041E5. 3. CONSTRUCTION MA'SR A_5 YEn C,ES, ECJ,7MENT, SOILS. DEBRIS NHL SLP-LIES 91-1AD, NO- 8E 5"OREC 011114 THE OR'P LINE 193170TVE BARBER AREA -OLDER ANY TREE TO 0EMA1N. !. VEHICLES UNDER ANY TREE 5HAL: NOT 60 PARKE: 0116 ToE DRIP LNE,PRC'ECTIVE BARRIER AREA 37 120 TREE 1NCLJDING STAGING AREAS. 5. WGOOCH,P5. *DLO- OR ANOT -ER 00101O.N150 0.,R7ACE MA'T41AL APP** :VEC BY "1E CITY'S REPRESENTATIVE SHALL BE 'LACED 'C A MINIMUM DEPTH OF 10 INCHES OVER AREAS WHERE 000'5 ARE PRESENT ANC CONSTRUCTION TRAFFIC OCCUR5. 6 AL TREE PROTECTION MEASURES S+2.2. REMA,N N PLACE AT AL_ TIMES DER:ND '_ONSTRJC'1ON UN-I. THE 0111'11 RE?R0SEN'A -VE 077ORIZE5 REMOVAL. ROOT PRUNING SCOPE; WHERE PROPOSED 00R571,070N I0PRCVEM0NTS NVOLVE EXCAVATION 040/OR *PAD'S "C T -E C0 '-CAL :CC' ZONE OF P40'1-071; 'BEES. 1100 C047AC7ON SHALL BE REQUIRE3 TO NAVE AN INTER5AT01AL SOCIETY OF ARBOR.0ULTJRE /5A) CERTIFIED ARBORI5T PEREDRM, OR DIRECTLY SUPERVISE ROOT PRUNING TO REDUCE T1E IMPACTS 00 CONSTRUCTION 017 CRITICAL ROOT ZONE 15 E3L,7*77NT TO "HE TREE'S DRIPLINE. PROP "0 ANY CLEAR. NG GRUBB NG OR EXCAVA ^04 4001TE5 T -0 ATE0IEJ RO0'S MU5" BE sEvERES BY 0 :0AN 0474*, NG D.L 5 TI-" FONT WHERE GRPBBIHG OR EXCA.000 IMPACTS " :0 910' SYSTEM. RIOTS CAN BE PR:NEO -1U11 G 5,70,ZD ROOT COLDNLENT OE0GNEC FOR THAT PURPOSE OR BY HANG DGGNG A TRENCH AND 0105160 ROOTS TIT- A PRUNING SAW, CHAIN 510 OR 01700 FOuPVENT DE0GNED FOR TREF P1017N6. ROOT PRUNING BY TRENCHING EJUIPMENT OR EXCAVATION EOJP0ENT 15 5TRI_ _V PROHIBITEC. ROOTS OCATEC 4 TH£ CRITICAL ROOT ZONE 7 -A' 87 BE 1MPAC'E0 BY 00NSTRUCTON ACT101E5 SH __ BE PRUNED TC A MINIMUM DEPTH or !B !.0 -ES BELOW EX151NG GRADE OR TO T -E DEPT- JF THE PROPOSED *PACT IE LESS THAN 19 INCHES FROM EXISTING GRADE. 04 7__ ENGNEER173 DEPARTMENT '701010, TYE 0,1115 REPRESENTATIVE 0010 R00' PRUNING ,SS.:ES 15 D12 KU917, SENIOR LANDSCAPE ARCHITECT, WHO CAN BE RE0CHFC AT (727; 562 -4737. ROOT PRUNING NOTES: R00" PRUN1NG CAN ONLY BE PERFORMED 30 07 JNDER 'NE D'RE11.1 50PERNSO4 Or AN I51F_' +NA 'TONAL 5007E7-y OF ARBOR,CL_T'JRE (15A) 006 "r ED 060011517 2 ANY 000P0507 ROOT PRUNING 'TRENCHES SHALL SE DENTIPED ' E 7707(0 .,R ,14Tt7) „N SITE, 45P7C7: AND AF080770 BY T -E 0 "05 EN7NEER270 RERR SFNTAIVE 000 T OCTAL ROOT PIR,MNG . 3 R00" 0RUN NG *ILL BE PREFORMED AS FAR IN AD ANC[ OF OTHER CONSTRUCTION ACTATIES AS 5 0EASBLE. BUT AT A M NIMUM 0„ BE PERFORMED PRIOR 10 ANY IMPACTS IC !NE SOIL ASSEKSATEL TREE 010170ICN MEA5JRE5 11)0_.7 BE MP7EMENTED JP.,4 COMPLETION OF SAID 100' PRUNING. a, F T'IERE 15 A JKEL10006 OF EXCESSIVE MIND AND /OR PAIN EXCEPTIONAL CARE OIL_ BE TAKEN ON ANY 1001 P706166 ACTI0705. _. ROOT DRONIN0 NIL BE LIMITED TO A MINIMUM CF TWELVE INCITES PER CNC NCH OF 1-E TRUNK DIAMETER FROM 'YE 'RUE BASE. ANY EXC PTO '5" BE APPROVED BY T -F CITY'S E G5EER'NG RE3RE7E4'A 070 PR 07 TO SAC ROC' P._4'4G. 6. ROOTS WILL BE CJT CLEAN, AS FAR -RCM THE TR„NK OR T -F 'REE AS PCSSIBL. 100' PRUh 50 WAD_ BE DON. TO A MIN0711 CEP1' OF '8 ROM EXISTING GRADE. OR TO 1>17 OEPTN OF THE DISTURBANCE IF LESS THAN 19" ROO PRUNNG VAL_ BE PERFORMED .:540 A 705COCIL R00" 0_T^NG .CA NE 37 00_ MA-EN' ALTERNATE ECLIPMEN- CR TLC- NIG.:E5 IALS' 9E APPROVED BY THE CT-ES ENGINEER 4G REPRESENT* -VE. PRIOR TC ANY WORK AD,40EN1 "0 -,EES TO 9E PRE50RV73. 5 R00' PRUNING 011 3E COLIPLTED, INSPECTED AND ACCEPTED PRIOR TO THE COMMENCEMENT OF ANY EXCAVATION 06 OTHER 41PACT5 TO THE CRITICAL ROOT ZONES OF TREES TO BE PROTECTED. 0 Ex04NA PONS 4 AMI AREA OALLERE ROC" ARE 00E5E4 NIL NO CALL5E TN( 'EAR NG OR RIFTFING OF TREE ROOTS. 9O0 "S MLA :1RE" PO DLEAN-10 5LVEIEC PRIOR TO 0ONTNUING 8710 T-E EXCAJATION CR YLNNE,ED ARCLIND TO PREVENT DAMAGE TO 112E ROOT. 'D. "REF 30015 WILL 401 BE [020570 TC DRnNG 0J'. 000' 040.. ■L'S' BE COVERED W"H NA IE 50.L OR BLRLAP AND KEPT MOST UNTIL ,AL BACNF_ OR FINAL GRADES HAVE BEEN ES'A8L!SHED. WHEN DEEMED *0:7000 ATE 70. C. OUR. NC PERI005 OF CROU07) 100 DEL REPRESENTATIVE MAY REGLIRE A TEMPORARY 111, CATION SYSTEM BE UTILIZED IN TYE REMAINING CR11CA, ROOT ZONES 0E ROOT PRUNED TREES. NOTE; 111E A6270 iNFORMAnON ;5 N"ENOED FOR USE Oh PRCVECTS WHERE 0.51R,7314 NF ACTS TO L%STNG TREES ARE 060.0 OR EVEN J NAVDDABLE WHILE 151:5 1NFOR11ATON COVERS A JARIETY OF 511J000715, IT CANNOT ADDRESS 03ERY ONE Al THE EVENT THERE ARE OUE5TON5 3R CONCERNS REGARDING 710 PR0TE010N ON A PROJECT, PLEASE CONTACT THE 0705 PROJECT. NSPEC'OR. IF 'FE0 ARE J NAV4_A6_E. P,EA50 CDNTAC" 1110 0,:RTZ, SENIOR _ANC5CAPE ARCH "EC- N 7-0 =..EEC WORKS ACMINISTRAr04 q" 727- 502 -173; ER OSION AND SEDIMENT CONTROL; Ol; C01.1ACTCR 15 TO 000'7.30 ER0510N 00v'R0L /503111ENTATON BARRIER 19L "AICh 0URTA1I TO = OEVEN' SILTATION OF ADJACENT 09CFERTY STREETS. STORM SEWERS. ANC WATERWAYS. 104 000710N. CONTRACTOR G ^ALL PLACE 5J1"ABLE MATERIAL ON GROUND IN AREAS AYERE CON51R0CTON RELATED TRAFFIC 15 'G ENTER AND E %'T 100 5,17. F IN 'HE OPINION 30 -HE ENGINEER AND /OR 'LOCAL P:'001111E5, 010E5505 OUANTTIES OF EARTH ARE TRANSPORTED OFE_5''0 .T -=4 By 4A ,RA_ JRA.NAGE OR VE -0U.AF TRAIT G 'HE CONTRACTOR IS "0 REMOVE AND CLAN T+E 505TEM TO THE SATISFACTION OF 'HE 0075070 ANC /OR AUTHOR 1ES. 1LE 0ON1000707 5 3EOC',7ED "0 OB'Am 57055, 5WPPP PERMITS AND MAINTAIN 1311P5. 2. THE CONTRACTOR SHALL PRONOE RJ7^NE MAINTENANCE OF PERMANENT ANC TEMPORARY ERCP1 4 C N7C_ FEAT„ RE5 -POLL '1L 000)000 COMPLETE 3. THE CONTRACTOR SHALL 9E RESPONSIBLE FOR 0E MAINTENANCE OF ALL RETENTION AND 30170TOh FACILITES AND AL A DSCAPE 77;0,795. THRDUG" THE DURATION OF THE PRO.,00" AND UNTIL THE 5070 5 ACCEPTED 9Y' THE OWNER ALL DISRUPTED AREAS SYAL_ BE RETLRN0C TO "HER ORIGINAL 00ND TCN DEWATERING: CO 'RAC ^R SHALL BE RESPONE EKE 030 DEWATTRFNC TESTING AND OBTAINING AN' PERMS ASSOCiATEE TIT- DEWATERING G 0011105 AS OUIDJNED N 'HE OON'RAC" 300u11 4S, 'NC_JJNG PEES "CR SUCe OUR NG CO4SIR,:CTOr., NO DREG DISCHARGE 0, WATER TC DOLLMSTREAN 1E'EVIN0 WATERS VA IL 77 A IAFC THE CONT,ACTER IS RESPONSIBLE FOR MAINTAINING WATER DUALITY, AND SHALL ROUTE DISCHARGE WATER IN SUCH A MANNER TO DEOJA _ Y REMOVE 117' PRIOR TO RUNOFF ER074 S TE. a F 6)8*10RING WILL BE NECESSARY FOR EXCAVATION OR 0171' INS "ALATON, THE OON'RACTJR SHAD OB'AIN A STATE OF 0.01210A DEPARTMENT OF ENVIRONMENTAL 0ROIECTON GENERIC PERMIT FOR TMF 015CHARDE OF PRODUCED GROUNDWATER FROM ANY UNCONTAMINATED SITE ACTIVITY (FDEP DOCJMEN' 62- 621.300(2)). COPIES OF THE PERMIT AND 600011[0 TEST RESULTS SHALL BE SUBMITTED "0 THE CITY OR D- EARWATER ENGINEERING OEPARTMEN'. IF THE CONTRACTOR '5 CON5. 001100 THE 0:'Y' ELO94WATR 5111EM AS A P0077 DF DISCHARGE, P910R APPROVA, 5 RECU1REO. 5. FOR MORE 0ETAI.5 ON CITY DEWATERING REOLIREMENTS, FLYER TO PARAGRAPH 12 OF BECTON 15 - TECHNICAL SPECIFICATIONS FROM THE CONTRACT OCCUMENTS. /SSUED FOR B/D o4/2 o15 11 • RECORD DRAWINGS CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT S. 100 Myrtle Ave. Clearwater, Fl 33756 ��_� ®CALL 811 SUNSHINE STATE ON RoRFDA (508)) 432-4770 ' WM N erreK OuvA,E A �� `-PeAmoRKP.a. mown 7650 Wert Courtney RX amo6el Causeway Tampa �PFiaa 33607 1 E6 (613) 286-6387 Flonea og o..no Number. 000002 MISSION HILLS RAW WATER MAIN DETAILS o L 1I DETALLS.OWG N^ N/A cm or. OLW �" m ° a ° ° M°°° le. ;� 003B_� �I�"� 711710.2702 D°JMSCMEUER11AN i SEE ABOVE nroalr J.um+ SATE x z3o7 6� B. �� D. WILCOX of 13 M,WO.m ° �s raw mY WRNS_ vnH - iT{^- REVISION RAIX RW SM �A«PxW e c co, 0.14. MINAO. °. own, . 7 s7xH DALE SYMBOLS C b GENERAL VOTES CONDITIONS 2015 p�� DESIGN STANDARDS TO) 0-LANE. TWO -HAY WORK OUTSIDE SHOULDER s +6 607 1 of I ~■s PIYl)S50i1B Vt: r-53C3c PE0)576 Ah 0"C55W.2L) SYMBGLS Kt.WEITO ..`.NEVER Bv. RECORD DRAWINGS D.,- ,. E5 -S A% C5OSS■AL) r."1 CORNER SIDE.VA2K C_OSLIRE WITH TEMPORARY CROSSWALKS ESlF Ah Ci0536)11 GENER "AL NOTES MI0 BLOCK SIDEWALK CLOSURE C3SCl: 810"..13(10 010006.6 0105_ r It I' ..D etOCK SIDEWALK CLOSURE WITH TEMPORARY WALKWAY CONDITIONS 2015 Fes) DESIGN STANDARDS PEDESTRIAN CONTROL F ;R CLOSURE OF SIDEWALKS 660 1 of 1 raOARRSim Don APPROWS E 137771 REVISION ST DAM CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 100 S. Myrtle Ave. Clearwater, Fl 33756 /ROAD \. WORK AHEAD ?ROACH,, WORK , ilstEsS PRESOCI DISTANCE BETWEEN SIGNS SYMBOLS Table _ _ e SpacIng r 'rue GENERAL NOTES OLRAT ION NOTES Table 11 Taper Len,tn - Sh0wOe, CONDITIONS 07/01.12 7015 DESIGN 5TANDARD5 TWO-LANE . TWO-WAY. R'CRS ON SHOULDER 602 1 oft 6)76,1.1 171 SUNSHINE STATE ONE CALL OF CLDRIOA • ..ENg0 7.8 (8 00) 0 32- 0770 /SSUED FOR B/D 04/29/2015 URS 7650 Wet Courtney Campb.II Causeway Suite 700 Tamp.. elor,00 33607 06 613) 286 -17/1 E00- (8'3) 286 -6587 noeiel. Engineering Nunes 000002 MISSION HILLS RAW WATER MAIN MAINTENANCE OF TRAFFIC 0 A -RQABIC OE,ILS DWC ♦- 0038 -00 12012307 AEU N/A R; a6ND rt DE CLW DAIL DRAW 5/15/15 J. SCItalERWW I e• B. HANDJIEV 0. CKaa WILCOX W W.r SEE ABOVE atEET 12 NAINIONED P.0 A73 D. *165. p[ I lll0i 0816 BE • I\ 6REPARE5 RSTOF CNE 721E 8210 00 00 JD. ic RCA2 — WORN , AHEAD MIC 366 .4/0 RCA: "EAO DISTANCE BETWEEN 5,005 AEC CI SYMBOLS BE O6ESAREU TO OTC, 110015 1 DEVICE SPACING 2ENERAL NOTES DURAT iGN NOTES "ROAD NADRR AHEAD BUFFER SPACE CONDITIONS FDOT DESIGN STANDARDS. FY 2012/2013 TICI) LANE. TWO WAY. WORK WITHIN THE TRAVEL WAY 603 1 RECORD DRAWINGS AIRMINED DAR WAR STOP GO 31. 1 >N WA STOP 6 a STOPPSLOW AE00 MET>.OD I 2 AFAD's 0 0 0 DISTANCE BETWEEN 5iGNS RED /YELLOW AF40 METHOD 2- 1 AFRO AND A FLAGGER AUTOMATED FLAGGER ASSISTANCE DEV ICES :AFAD, 05 TES 17,'01/70 DOT DESIGN STANDARDS TWO- LANE TWO -WAY. FY 2012/2013 WORK WITHIN THE TRAVEL WAY 603 2 /SSUED FOR B/D 04/29/2015 REVISION V 3336 CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 100 S. Myrtle Ave. Clearwater, Fl 33756 ®CALL 811 SUNSHINE STATE ONE CALL OF FLORIDA 6.00 ne. Even MO) ) £32 U1 -4770 ger RI Nam max w ENr+VMS W+alOih xc. MO? URS 7650 Weft Courtney Campbell Causeway Bode 700 Florida 33607 PNm ;813) 286 -1711 Fox: (3'.3) 286 -6587 Florida Engineering Number 000002 MISSION HILLS RAW WATER MAIN MAINTENANCE OF TRAFFIC Owa wee_ WOK '2 TRAFFIC DELAIA5.DWC Iwrt DRAW N/A I� 1711 Off CLAY 5/15/15 ' 0 SCNEUERMAN IM 8 . 0 n 1 8. ANCANEV 0.111.7 NO 14- 0038 —UT 12012307 C. WILCO% Vat Hmi SEE ABOVE ar¢T n: 13 05 13 APRROVED it* biv FKMA e1pJII D. CW.E1l PE 1 33781 DATE GEOTECHNICAL SOIL REPORT Appendix.docx 9/27/2010 1 1 1 TIERRA March 4, 2015 AECOM 7650 W. Courtney Campbell Causeway Tampa, Florida 33607 Attn: Mr. Bozhidar V. Handjiev, P.E. RE: Report of Geotechnical Engineering Services Mission Hills & CSX Raw Water Main City of Clearwater, Florida Tierra Project No.: 6511 -15 -016 Mr. Handjiev: Tierra, Inc. (Tierra) has completed the geotechnical engineering study for the above referenced project. The results of the study are provided herein. Should there be any questions regarding the report, please do not hesitate to contact our office at (813) 989 -1354. Tierra would be pleased to continue providing geotechnical services throughout the implementation of the project. We look forward to working with you and your organization on this and future projects. Respectfully Submitted, TIERRA, INC. 1 1 Daniel R. Ruel, E.I. Geotechnical Engineer Intern Kevin H. Scott, P.E. Senior Geotechnical Engineer Florida License No. 65514 Erick M. Frederick, P.E. Senior Geotechnical Engineer Florida License No. 63920 7351 Temple Terrace Highway • Tampa, FL 33637 Phone (813) 989 -1354 • Fax (813) 989 -1355 Florida Certificate No. 6486 TABLE OF CONTENTS PROJECT DESCRIPTION 1 Project Information 1 Scope of Services 1 SITE AND SUBSURFACE CONDITIONS 2 General Site Information 2 USGS Quadrangle Map 2 Pinellas County Soil Survey 2 Review of Potentiometric Surface Information 3 Subsurface Conditions 4 Groundwater Information 5 EVALUATION AND RECOMMENDATIONS 5 General 5 On -Site Soil Suitability 6 Site Preparation 6 CONSTRUCTION CONSIDERATIONS 6 General 6 Drainage and Groundwater Concerns 7 Protection of Existing Structures 7 Backfill 7 Excavations 7 REPORT LIMITATIONS 8 APPENDIX Boring Location Plan and Soil Profiles (Sheets 1 & 2) Report of Geotechnical Engineering Services Mission Hills & CSX Raw Water Main City of Clearwater, Florida Tierra Project No.: 6511 -15 -016 Page 1 of 8 PROJECT DESCRIPTION Project Information The project, as Tierra understands it, is to provide geotechnical services to support the proposed construction of raw water mains at two locations in the City of Clearwater. Specifically, the project consists of the design and construction of approximately 700 linear feet of an 8 -inch diameter raw water main along SR 590 from E. Virginia Lane to Mission Hills Boulevard. Additionally, the project consists of a raw water main crossing under CSX railroad from Park Trail Lane to Ream Wilson Trial. It is our understanding that the proposed raw water main along SR 590 will be open trench construction while the pipe crossing under CSX railroad will be performed utilizing Jack and Bore (J &B) drilling. Scope of Services The objective of our study was to obtain information concerning subsurface conditions at the site to base engineering estimates and recommendations in each of the following areas: 1. Identification of subsurface conditions explored. 2. General location and description of potentially deleterious materials discovered in the borings which may interfere with construction progress including existing fills or organic soils. 3. Identification of groundwater levels. In order to meet the preceding objectives, we provided the following services: 1. Reviewed readily available published soils and topographic information. This published information was obtained from the appropriate Florida Quadrangle Map published by the United States Geological Survey (USGS) and the Soil Survey of Pinellas County, Florida, published by the United States Department of Agriculture (USDA) Natural Resources Conservation Service (NRCS). 2. Executed a program of subsurface exploration consisting of borings, subsurface sampling, and field testing. 3. Visually classified the samples in the laboratory using the Unified Soil Classification System (USCS). Identified soil conditions at each boring location. 4. Collected groundwater level measurements. Report of Geotechnical Engineering Services Mission Hills & CSX Raw Water Main City of Clearwater, Florida Tierra Project No.: 6511 -15 -016 Page 2 of 8 5. Prepared this engineering report that summarizes the course of study pursued, the field data generated, subsurface conditions encountered and our engineering recommendations in each of the pertinent topic areas. The scope of our services did not include an environmental assessment for determining the presence or absence of wetlands or hazardous or toxic materials in the soil, bedrock, groundwater, or air, on or below or around this site. The scope of our services did not include determination of the potential for sinkhole activity. Any statements in this report or on the boring Togs regarding odors, colors, unusual or suspicious items or conditions are strictly for the information of our client. SITE AND SUBSURFACE CONDITIONS General Site Information Land use in the project area primarily consists of developed areas including residential and commercial developments with associated paved roads. USGS Quadrangle Map Based on the "Safety Harbor, Florida" United States Geological Survey (USGS) Quadrangle Map, ground elevations at the project site range from approximately +55 to +60 feet National Geodetic Vertical Datum of 1929 (NGVD) along SR 590 and from approximately +20 to +25 feet, NGVD at the location of the proposed CSX crossing. Pinellas County Soil Survey Based on a review of the Pinellas County Soil Survey published by the USDA NRCS, it appears that there are three (3) primary soil- mapping units noted within the footprint of the proposed raw water main alignments. Soil Map Units 2 and 29 are identified along SR 590 and Map Unit 29 is identified at the CSX crossing. The general soil descriptions are presented in the following paragraphs and table, as described in the Soil Survey. Adamsville Soils and Urban Land, 0 to 5 percent Slopes (Map Unit 2) - The Adamsville component makes up 50 percent of the map unit. Slopes are 0 to 5 percent. This component is on ridges on marine terraces on coastal plains, knolls on marine terraces on coastal plains. The parent material consists of sandy marine deposits. Depth to a root restrictive layer is greater than 60 inches. The natural drainage class is somewhat poorly drained. Water movement in the most restrictive layer is high. Available water to a depth of 60 inches is low. Shrink -swell potential is low. This soil is not flooded. It is not ponded. A seasonal zone of water saturation is at 33 inches. 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 r 1 1 r 1 1 1 1 Report of Geotechnical Engineering Services Mission Hills & CSX Raw Water Main City of Clearwater, Florida Tierra Project No.: 6511 -15 -016 Page 3 of 8 Tavares Soils and Urban Land, 0 to 5 Percent Slopes (Map Unit 29) - The Tavares component makes up 50 percent of the map unit. Slopes are 0 to 5 percent. This component is on knolls on marine terraces on coastal plains, ridges on marine terraces on coastal plains. The parent material consists of eolian or sandy marine deposits. Depth to a root restrictive layer is greater than 60 inches. The natural drainage class is moderately well drained. Water movement in the most restrictive layer is high. Available water to a depth of 60 inches is very low. Shrink -swell potential is low. This soil is not flooded. It is not ponded. A seasonal zone of water saturation is at 57 inches. The Urban Land component of these soil types consists of areas where most of the soil surface is covered with impervious materials, such as buildings and paved areas. This land type consists of areas where the original soil has been modified through cutting, grading, filling, and shaping or has been generally altered for urban development. SUMMARY OF USDA SOIL SURVEY PINELLAS COUNTY, FLORIDA USDA Map Unit and Soil Name Depth (in) Soil Classification Permeability (in /hr) pH Seasonal High Water Table USCS AASHTO Depth (feet) Months Ada(msville 0 -6 SP -SM A -2 -4, A -3 6.0 - 20.0 4.5 -6.0 2.0 -3.5 June -Nov 6 -17 SP -SM A -2 -4, A -3 6.0 - 20.0 5.1 -6.5 17 -80 SP, SP -SM A -2 -4, A -3 6.0 - 20.0 5.1 -6.5 Urban Land - -- - -- - -- - -- - -- - -- (29) Tavares 0-5 SP, SP -SM A -3 6.0 - 20.0 3.5 -6.5 3.5 >6.0 June -Dec 5 -80 SP, SP -SM A -3 6.0 - 20.0 3.5 -6.5 Urban Land - -- - -- - -- - -- - -- - -- - -- It should be noted that information contained in the USDA NRCS Soil Survey may not be reflective of current subsurface conditions, particularly if recent development in the project vicinity has modified existing soils or surface /subsurface drainage. Review of Potentiometric Surface Information Based on a review of the "Potentiometric surface elevation of the upper Floridan Aquifer, West - Central Florida" maps published by the USGS, the potentiometric surface elevation of the upper Floridan Aquifer at the location of the raw water mains is on the order of +10 to +15 feet, NGVD. Report of Geotechnical Engineering Services Mission Hills & CSX Raw Water Main City of Clearwater, Florida Tierra Project No.: 6511 -15 -016 Page 4 of 8 As previously mentioned, the project site elevations along SR 590 and at the CSX crossing range from approximately +55 to +60 and +20 to +25 feet, NGVD 29, respectively. Artesian flow conditions were not encountered during the field exploration. However, the Contractor's tools and construction methods should address and handle a potentiometric surface condition of up to +15 feet, NGVD, at no additional cost to the Owner. Subsurface Conditions Prior to commencing our subsurface explorations, a boring location plan was developed based on project information provided by AECOM. The subsurface conditions within the footprint of the proposed water main along SR 590 were explored using three (3) Standard Penetration Test (SPT) borings to a depth of 10 feet. Two (2) SPT borings were performed to depths of 30 and 35 feet on either side of CSX at the proposed J &B location. The depths indicated are measured from existing ground at the time of the field activities. The borings were located in the field using Garmin eTrex® hand -held Global Positioning System (GPS) equipment with a reported accuracy of 10 feet. Generally, the borings were performed at the proposed boring locations. When not possible, due to access or utility constraints, the boring locations were altered and the relocated GPS coordinates were recorded on the field boring logs. The approximate boring locations are presented on Sheets 1 & 2 in the Appendix. The boring location should be considered approximate. If this becomes critical to design, then Tierra recommends that the borings be surveyed by the project surveyor. The SPT borings were performed with the use of a drill rig using Bentonite Mud drilling procedures. The soil sampling was performed in general accordance with American Society for Testing and Materials (ASTM) Test Designation D -1586 titled "Penetration Test and Split - Barrel Sampling of Soils." The initial 4 to 6 feet of the SPT borings were manually augered to verify utility clearance. Thereafter, SPT resistance N- values were recorded continuously to a depth of 10 feet and at intervals of 5 feet thereafter to the boring termination depth. The soil samples were classified in the field and transported to our laboratory for review. The soil strata encountered in the borings performed at the proposed project sites are summarized in the following table: Stratum Number Soil Description USCS Symbol 1 Gray to Brown to Light Brown Sand to Sand with Silt SP /SP -SM 2 Blue Green Sandy Clay CL /CH 3 Blue Green Clayey Sand SC 1 1 1 1 1 r i f 1 1 1 1 1 1 Report of Geotechnical Engineering Services Mission Hills & CSX Raw Water Main City of Clearwater, Florida Tierra Project No.: 6511 -15 -016 Page 5 of 8 The subsurface soil stratification is of a generalized nature to highlight the major subsurface stratification features and material characteristics. The soil profiles included in the Appendix should be reviewed for specific information at individual boring locations. These profiles include soil descriptions, stratifications, and penetration resistances. The stratifications shown on the boring profiles represent the conditions only at the actual boring location. Variations did occur and should be expected between boring locations. The stratifications represent the approximate boundary between subsurface soils and the actual transition may be gradual. Groundwater Information Raw water main at the CSX crossing - The groundwater table was measured at depths ranging from 5 to 6 feet below existing grade. Raw water main along SR 590 - The groundwater table was measured at depths ranging from 6 to 7 feet below existing grade. It should be noted that groundwater levels tend to fluctuate during periods of prolonged drought and extended rainfall and may be affected by man -made influences. In addition, a seasonal effect will also occur in which higher groundwater levels are normally recorded in rainy seasons. EVALUATION AND RECOMMENDATIONS General Based on the results of the of the field exploration, sandy soils were generally encountered within the borings performed. Boring CSX -1 encountered predominantly sandy soils along with a clay soil layer from a depth of 18 to 23 feet and a clayey sand soil layer from a depth of 33 to 35 feet. The Contractor shall be responsible for all construction requirements based on the subsurface soil and groundwater conditions encountered. If buried organic soils, debris, or unsuitable material is encountered during construction, they should be removed and replaced with clean, compacted engineered fill. City of Clearwater design criteria or Florida Department of Transportation (FDOT) Specifications should be utilized in the development of the final design plans for the project. It should be noted that if final design criteria deviates from what is stated in this report, Tierra should be given the opportunity to review the new information and amend our recommendations, if necessary. Report of Geotechnical Engineering Services Mission Hills & CSX Raw Water Main City of Clearwater, Florida Tierra Project No.: 6511 -15 -016 Page 6 of 8 On -Site Soil Suitability The suitability of the soil for reuse in the project should be evaluated against the project engineering fill requirements. Variations in the subsurface stratifications should be expected between borings. Fill should be placed in accordance with current Pinellas County Guidelines and current FDOT Specifications. In general, the soils of Stratum 1 (SP /SP -SM) may be moved and used for grading purposes, site leveling, general engineering fill, and pipe backfill, provided the fill is free of organic materials, clay, debris or any other material deemed unsuitable for construction and evaluated against engineering fill requirements. Site Preparation Prior to construction, the location of any existing underground utilities within the construction area should be established. Material suitable for re -use may be stockpiled; however, any material stockpiled for re -use shall be tested for conformance to material specifications as indicated in the project plans. Provisions should then be made to relocate any interfering utility lines within the construction area to appropriate locations and backfilling the resulting excavations with compacted structural fill. In this regard, it should be noted that if abandoned underground pipes are not properly removed or plugged, they might serve as conduits for subsurface erosion, which subsequently may result in excessive settlement. As a minimum, it is recommended that the clearing operations extend to the depth needed to remove material considered deleterious within the proposed pipe alignment area. Deleterious materials to be removed include roots, organics, stumps, or other buried or surface debris. CONSTRUCTION CONSIDERATIONS General The soil profiles should be reviewed to evaluate the soils encountered at the raw water main locations. The Contractor shall be responsible for all construction requirements based on the subsurface soil and groundwater conditions encountered. If buried organic soils, debris, or unsuitable material is encountered during construction that is not identified in this report, they should be removed and replaced with clean, compacted engineered fill in accordance with county guidelines and the Florida Department of Transportation (FDOT) Standard Specifications for Road and Bridge Construction. Tierra recommends utilizing the City of Clearwater design criteria or current FDOT Specifications for construction of the proposed water mains. Report of Geotechnical Engineering Services Mission Hills & CSX Raw Water Main City of Clearwater, Florida Tierra Project No.: 6511 -15 -016 Page 7 of 8 Drainage and Groundwater Concerns The groundwater levels presented in this report are the levels that were measured at the time of our field activities. Fluctuation should be anticipated. We recommend that the Contractor determine the actual groundwater levels at the time of the construction to determine groundwater impact on his construction procedure. Care should be given to open excavations and site grading to minimize ponding of surface water. Protection of Existing Structures Residential homes are located within close proximity of the proposed improvements at the two site locations. Depending on the means and methods of construction /installation of the drainage structures, vibration concerns may become critical to the project. Heavy vibratory equipment should not be used to compact soils along the project alignments. Tierra recommends that the structures adjacent to the proposed project areas be monitored during construction. A pre- condition survey and a post- condition survey are recommended for these structures. Backfill All materials to be used for fill or backfill should be evaluated and, if necessary, tested by Tierra prior to placement to determine if they are suitable for the intended use. Suitable fill materials should consist of approved material for the respective zones and be free of rubble, organics, debris and other unsuitable material. Excavations Excavations and temporary side slopes should comply with Occupational Safety and Health Administration's (OSHA) trench safety standards, 29 C.F.R., s. 1926.650, Subpart P, all subsequent revisions or updates of OSHA's referenced standard adopted by the Department of Labor and Employment Security and Florida's Trench Safety Act, Section 553.62, Florida Statutes. We are providing this information solely as a service to our client. Tierra does not assume responsibility for construction site safety or the Contractor's or other party's compliance with local, state, and federal safety or other regulations. Report of Geotechnical Engineering Services Mission Hills & CSX Raw Water Main City of Clearwater, Florida Tierra Project No.: 6511 -15 -016 Page 8 of 8 REPORT LIMITATIONS The analyses, conclusions and recommendations contained in this report are professional opinions based on the site conditions and project layout described herein and further assume that the conditions observed in the exploratory borings are representative of the subsurface conditions throughout the site, i.e., the subsurface conditions elsewhere on the site are the same as those disclosed by the borings. If, during construction, subsurface conditions different from those encountered in the exploratory borings are observed or appear to be present beneath excavations, we should be advised at once so that we can review these conditions and reconsider our recommendations where necessary. If there is a substantial lapse in time between the submittal of this report and the start of work at the site, or if conditions or project layout are changed due to natural causes or construction operations at or adjacent to the site, we recommend that this report be reviewed to determine the applicability of conclusions and recommendations considering the changed conditions and time lapse. This report was prepared for the exclusive use of AECOM and their consultants for evaluating the design of the project as it relates to the geotechnical aspects discussed herein. It should be made available to prospective contractors for information on factual data only and not as a warranty of subsurface conditions included in this report. Unanticipated soil conditions may require that additional expense be made to attain a properly constructed project. Therefore, some contingency fund is recommended to accommodate such potential extra costs. APPENDIX Boring Location Plan and Soil Profiles (Sheets 1 and 2) t 1 t t 1 r t BORING LOCATION PLAN 0 100' PLAN SCALE NOTE: BASE MAP PROVIDED BY AECOM. DEPTH IN FEET 0 5 10 15 20 25 30 35 SOIL PROFILES LEGEND CSX -1 CSX -2 N HA HA a 3 4 8 0 N HA - HA - 3- WH - 4 - 11 - 7 0 14 - 1- 9- 0 1 6 3 0 0 0 5 10 15 20 25 DEPTH IN FEET 0 o® 0 GRAY TO BROWN TO LIGHT BROWN SAND TO SAND WITH SILT (SP /SP -SM) BLUE GREEN SANDY CLAY TO CLAY (CL /CH) BLUE GREEN CLAYEY SAND (SC) APPROXIMATE LOCATION OF SPT BORING 5Z GROUNDWATER LEVEL ENCOUNTERED DURING INVESTIGATION N SPT N -VALUE IN BLOWS /FOOT FOR 12 INCHES OF PENETRATION (UNLESS OTHERWISE NOTED) SP UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D 2488) GROUP SYMBOL AS DETERMINED BY VISUAL REVIEW HA HAND AUGERED TO VERIFY UTILITY CLEARANCES WH FELL UNDER WEIGHT OF ROD AND HAMMER NOTES: 1. THE SPT BORINGS WERE PERFORMED WITH A SAFETY HAMMER 30 2. THE LOCATIONS OF THE BORINGS WERE RECORDED IN THE FIELD BY TIERRA,INC.USING GARMIN ETREX HAND -HELD GPS EQUIPMENT WITH A REPORTED ACCURACY OF 10 FEET AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE. 35 3. BASED ON A REVIEW OF THE "POTENTIOMETRIC SURFACE ELEVATION OF THE UPPER FLORIDAN AQUIFER, WEST- CENTRAL FLORIDA" MAPS PUBLISHED BY THE USGS, THE POTENTIOMETRIC SURFACE ELEVATION AT THE PROJECT SITES IS ON THE ORDER OF APPROXIMATELY +10 TO +15 FEET, NGVD 29. THE CONTRACTOR'S TOOLS AND CONSTRUCTION METHODS SHOULD ADDRESS AND HANDLE A POTENTIOMETRIC SURFACE CONDITION OF UP TO +15 FEET, NGVD29, AT NO ADDITIONAL COST TO THE OWNER. RECORD DRAWINGS ME1EM we a1aED Pt rlael. aaax DFE REVISION s1 WOE CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 100 S. Myrtle Ave. Clearwater, Fl 33756 ENGINEER OF RECORD: ERICK M. FREDERICK, P.E. FLORIDA LICENSE NO.: 63920 TIERRA 7351 Temple Terrace Highway Tampa, Florida 33637 Phone: 813- 989 -1354 Fax: 813. 989 -1355 FL Cert. No.: 6486 CITY OF CLEARWATER 2015 RECLAIMED WATER MISSION HILLS & CSX RAW WATER MAIN tan Sac N/A C NIRWT to, 14- 0076 -t1T aaata wD art OF CUP OMa It SW Pak tart ISO. SEE ABOVE a at 12012129 MOOD we SW 00:1.13 Im EMF SC MY 2 OF 2 M/aTa la OR =MEN SOWS 0. SPIEL SAFETY HAMMER AUTOMATIC HAMMER GRANULAR MATERIALS- RELATIVE DENSITY SPT N -VALUE (BLOWS /FT.) SPT N -VALUE (BLOWS /FT.) VERY LOOSE LOOSE MEDIUM DENSE DENSE VERY DENSE LESS THAN 4 4 to 10 10 to 30 30 to 50 GREATER THAN 50 LESS THAN 3 3 to 8 8 to 24 24 to 40 GREATER THAN 40 SILTS AND CLAYS CONSISTENCY SPT N -VALUE (BLOWS /FT.) SPT N -VALUE (BLOWS /FT.) VERY SOFT SOFT FIRM STIFF VERY STIFF HARD LESS THAN 2 2 to 4 4 t 8 8 to 15 15 to 30 GREATER THAN 30 LESS THAN 1 1 to 3 3 to 6 6 to 12 12 to 24 GREATER THAN 24 RECORD DRAWINGS ME1EM we a1aED Pt rlael. aaax DFE REVISION s1 WOE CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 100 S. Myrtle Ave. Clearwater, Fl 33756 ENGINEER OF RECORD: ERICK M. FREDERICK, P.E. FLORIDA LICENSE NO.: 63920 TIERRA 7351 Temple Terrace Highway Tampa, Florida 33637 Phone: 813- 989 -1354 Fax: 813. 989 -1355 FL Cert. No.: 6486 CITY OF CLEARWATER 2015 RECLAIMED WATER MISSION HILLS & CSX RAW WATER MAIN tan Sac N/A C NIRWT to, 14- 0076 -t1T aaata wD art OF CUP OMa It SW Pak tart ISO. SEE ABOVE a at 12012129 MOOD we SW 00:1.13 Im EMF SC MY 2 OF 2 M/aTa la OR =MEN SOWS 0. SPIEL BORING LOCATION PLAN 0 100' IlmmT PLAN SCALE NOTE: BASE MAP PROVIDED BY AECOM. DEP RECORD DRAWINGS 0 5 10 SOIL PROFILES MH -1 Q MH -2 M H -3 0 5 10 DEPTH IN 0 0 LEGEND GRAY TO BROWN TO LIGHT BROWN SAND TO SAND WITH SILT (SP /SP -SM) BLUE GREEN SANDY CLAY (CL /CH) BLUE GREEN CLAYEY SAND (SC) APPROXIMATE LOCATION OF SPT BORING a GROUNDWATER LEVEL ENCOUNTERED DURING INVESTIGATION N SPT N -VALUE IN BLOWS /FOOT FOR 12 INCHES OF PENETRATION (UNLESS OTHERWISE NOTED) SP UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D 2488) GROUP SYMBOL AS DETERMINED BY VISUAL REVIEW HA HAND AUGERED TO VERIFY UTILITY CLEARANCES WH FELL UNDER WEIGHT OF ROD AND HAMMER NOTES: 1. THE SPT BORINGS WERE PERFORMED WITH A SAFETY HAMMER 2. THE LOCATIONS OF THE BORINGS WERE RECORDED IN THE FIELD BY TIERRA,INC.USING GARMIN ETREX HAND -HELD GPS EQUIPMENT WITH A REPORTED ACCURACY OF 10 FEET AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE. 3. BASED ON A REVIEW OF THE "POTENTIOMETRIC SURFACE ELEVATION OF THE UPPER FLORIDAN AQUIFER, WEST- CENTRAL FLORIDA" MAPS PUBLISHED BY THE USGS, THE POTENTIOMETRIC SURFACE ELEVATION AT THE PROJECT SITES IS ON THE ORDER OF APPROXIMATELY +10 TO +15 FEET, NGVD 29. THE CONTRACTOR'S TOOLS AND CONSTRUCTION METHODS SHOULD ADDRESS AND HANDLE A POTENTIOMETRIC SURFACE CONDITION OF UP TO +15 FEET, NGVD29, AT NO ADDITIONAL COST TO THE OWNER. Wa SH RKI® ml PROJECT AC NH W REVISION �Y LAW CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 100 S. Myrtle Ave. Clearwater, Fl 33756 ENGINEER OF RECORD: ERICK M. FREDERICK, P.E. FLORIDA LICENSE NO.: 63920 TIE RRA 7351 Temple Terrace Highway Tampa, Florida 33637 Phone: 813. 989 -1354 Far: 813.989 -1355 FL Cert. No.: 6486 CITY OF CLEARWATER 2015 RECLAIMED WATER MISSION HILLS & CSX RAW WATER MAIN OM NAM CONRAQT 111 „- 0058 -UT 999 mac N/A net 018we 1a.1 CITY OF CUP a Am 12012119 MOM et SW ammo n: DOE tat aa. MOW MIL MIL OW SEE 96T WI: 1 OF 2 AMMO O ION SAFETY HAMMER AUTOMATIC HAMMER GRANULAR MATERIALS- RELATIVE DENSITY SPT N -VALUE (BLOWS /FT.) SPT N -VALUE (BLOWS /FT.) VERY LOOSE LOOSE MEDIUM DENSE DENSE VERY DENSE LESS THAN 4 4 to 10 10to30 30 to 50 GREATER THAN 50 LESS THAN 3 3 to 8 8to24 24 to 40 GREATER THAN 40 SILTS AND CLAYS CONSISTENCY SPT N -VALUE (BLOWS /FT.) SPT N -VALUE (BLOWS /FT.) VERY SOFT SOFT FIRM STIFF VERY STIFF HARD LESS THAN 2 2 to 4 4to8 8 to 15 15 to 30 GREATER THAN 30 LESS THAN 1 1 to 3 3to6 6 to 12 12 to 24 GREATER THAN 24 Wa SH RKI® ml PROJECT AC NH W REVISION �Y LAW CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 100 S. Myrtle Ave. Clearwater, Fl 33756 ENGINEER OF RECORD: ERICK M. FREDERICK, P.E. FLORIDA LICENSE NO.: 63920 TIE RRA 7351 Temple Terrace Highway Tampa, Florida 33637 Phone: 813. 989 -1354 Far: 813.989 -1355 FL Cert. No.: 6486 CITY OF CLEARWATER 2015 RECLAIMED WATER MISSION HILLS & CSX RAW WATER MAIN OM NAM CONRAQT 111 „- 0058 -UT 999 mac N/A net 018we 1a.1 CITY OF CUP a Am 12012119 MOM et SW ammo n: DOE tat aa. MOW MIL MIL OW SEE 96T WI: 1 OF 2 AMMO O ION 7 1 1 i 1 1 .t SECTION V CONTRACT DOCUMENTS Table of Contents: PUBLIC CONSTRUCTION BOND 1 CONTRACT 3 CONSENT OF SURETY TO FINAL PAYMENT 7 PROPOSAL BOND 8 AFFIDAVIT 9 NON COLLUSION AFFIDAVIT 10 PROPOSAL 11 CITY OF CLEARWATER ADDENDUM SHEET 14 BIDDER'S PROPOSAL 15 SCRUTINIZED COMPANIES AND BUSINESS OPERATIONS WITH CUBA AND SYRIA CERTIFICATION FORM 17 SectionV.docx Page i 11/25/2014 1 1 1 1 1 1 1 YUISLIC: COINS 1 HUI -11U1N DUN I) (1) This bond is given to comply with § 255.05, Florida Statutes, and any action instituted by a claimant under this bond for payment must be in accordance with the notice and time limitation provisions in subsections (2) and (10). Pursuant to § 255.05(1)(b), Florida Statutes, "Before commencing the work or before recommencing the work after a default or abandonment, the contractor shall provide to the public entity a certified copy of the recorded bond. Notwithstanding the terms of the contract or any other law governing prompt payment for construction services, the public entity may not make a payment to the contractor until the contractor has complied with this paragraph." Bond #6090520 CONTRACTOR Castco Construction, Inc. 9001 126th Ave. N. Largo, FL 33773 (727) 585 -4714 SURETY Westfield Insurance Company 4980 W Kennedy Blvd., #750 Tampa, FL 33609 800 - 430 -1386 OWNER City of Clearwater Engineering Department 100 S. Myrtle Avenue Clearwater, FL 33756 (727) 562 -4747 PROJECT NAME: Mission Hills Raw Water Main PROJECT NO.: 14- 0038 -UT PROJECT DESCRIPTION: Construction of two sections of the Mission Hills raw water main: approximately 800 ft of PVC pipe at SR 590 between East Virginia Lane and Mission Hills Blvd and approximately 200 ft of PVC pipe between Park Trail Lane and Ream Wilson Trail in the north end of Kapok Park, 100 ft of which are installed via jack - and -bore in the CSX right -of -way (ROW). BY THIS BOND, We, Castco Construction, Inc., as Contractor, and Westfield Insurance Company , a corporation, as Surety, are bound to the City of Clearwater, Florida, herein called Owner, in the sum of $281,195.92, for payment of which we bind ourselves, our heirs, personal representatives, successors, and assigns, jointly and severally. THE CONDITION OF THIS BOND is that if Contractor: 1. Performs the contract dated , between Contractor and Owner for construction of Mission Hills Raw Water Main Project 014-0038-UT), the contract documents being made a part of this bond by reference (which include the Advertisement for Bids, Proposal, Contract, Surety Bond, Instructions to Bidders, General Conditions, Plans, Technical Specifications and Appendix, and such alterations as may be made in said Plans and Specifications as therein provided for), at the times and in the manner prescribed in the contract; and 2. Promptly makes payments to all claimants, as defined in Section 255.05(1), Florida Statutes, supplying Contractor with labor, materials, or supplies, used directly or indirectly by Contractor in the prosecution of the work provided for in the contract; and 3. Pays Owner all losses, damages, expenses, costs, and attorney's fees, including appellate proceedings, that Owner sustains because of a default by Contractor under the contract; and SectionV.docx Page 1 of 17 11/25/2014 1 1 Bond No.: 6090520 PUBLIC CONSTRUCTION BOND (2) 4. To the limits of § 725.06(2), Florida Statutes, shall indemnify and hold harmless Owner, their officers and employees, from liabilities, damages, losses and costs, including, but not limited to, reasonable attorney's fees, to the extent caused by the negligence, recklessness, or intentional wrongful misconduct of Contractor and persons employed or utilized by Contractor in the performance of the construction contract; and 5. Performs the guarantee of all work and materials furnished under the contract for the time specified in the contract, then this bond is void; otherwise it remains in full force. 6. Any action instituted by a claimant under this bond for payment must be in accordance with the notice and time limitation provisions in Section 255.05(2), Florida Statutes. 7. Any changes in or under the contract documents and compliance or noncompliance with any formalities connected with the contract or the changes does not affect Surety's obligation under this bond, and Surety does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work or to the specifications. IN TESTIMONY WHEREOF, witness the hands and seals of the parties hereto this 6th day of October 2015 (If sole Ownership or Partnership, two (2) Witnesses required). (If Corporation, Secretary only will attest and affix seal). CASTCO CONSTRUCTION, INC. 1 •- orporate Se Print Name: 1 (affix corporate seal) SectionV.docx B Title: Print Name: WITN S: Print Name: aitglairdam Westfield Insurance Company (Corporate Surety) By: _ Ca...3_4 .U_ `! ATTORN ` -I -FACT Print Name: *tj • y L. Mirisola, Attorri y -in -Fact & (affix corporate seal) Florida Resident Agent INQUIRIES: (407)389 -3588 (Power of Attorney must be attached) Page 2 of 17 11/25/2014 1 1 THIS POWER OF ATTORNEY SUPERCEDES ANY PREVIOUS POWER BEARING THIS SAME POWER # AND ISSUED PRIOR TO 06/08/05, FOR ANY PERSON OR PERSONS NAMED BELOW. General Power of Attorney CERTIFIED COPY POWER NO. 0991002 01 Westfield Insurance Co. Westfield National Insurance Co. Ohio Farmers Insurance Co. Westfield Center, Ohio Know All Men by These Presents, That WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, corporations, hereinafter referred to individually as a "Company" and collectively as "Companies," duly organized and existing under the laws of the State of Ohio, and having its principal office in Westfield Center, Medina County, Ohio, do by these presents make, constitute and appoint GERALD K. SIHLE, BARBARA W. ALDINGER, DEIDRE R. PADGETT, CINDY L. MIRISOLA, JOINTLY OR SEVERALLY of ALTAMONTE SPRINGS and State of FL its true and lawful Attorney(s) -in -Fact, with full power and authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver any and all bonds, recognizances, undertakings, or other instruments or contracts of suretyship LIMITATION: THIS POWER OF ATTORNEY CANNOT BE USED TO EXECUTE NOTE GUARANTEE, MORTGAGE DEFICIENCY, MORTGAGE GUARANTEE, OR BANK DEPOSITORY BONDS. and to bind any of the Companies thereby as fully and to the same extent as if such bonds were signed by the President, sealed with the corporate seal of the applicable Company and duly attested by its Secretary, hereby ratifying and confirming all that the said Attorney(s) -in -Fact may do in the premises. Said appointment is made under and by authority of the following resolution adopted by the Board of Directors of each of the WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY: "Be It Resolved, that the President, any Senior Executive, any Secretary or any Fidelity & Surety Operations Executive or other Executive shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attorney(s) -in -Fact to represent and act for and on behalf of the Company subject to the following provisions: The Attorney -in -Fact. may be given full power and authority for and in the name of and on behalf of the Company, to execute, acknowledge and deliver, any and all bonds, recognizances, contracts, agreements of indemnity and other conditional or obligatory undertakings and any and all notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such Attorney -in -Fact shall be as binding upon the Company as if signed by the President and sealed and attested by the Corporate Secretary." "Be it Further Resolved, that the signature of any such designated person and the seal of the Company heretofore or hereafter affixed to any spower of attorney or any certificate relating thereto by facsimile, and any power of attorney or certificate bearing facsimile signatures or facsimile eal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached." (Each adopted at a meeting held on February 8, 2000). In Witness Whereof, WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY have caused these presents to be signed by their National Surety Leader and Senior Executive and their corporate seals to be hereto affixed this 08th day of JUNE A.D., 2005 . .. �wwp Corporate , S ..... Seals +lf" \ ••••..,•C Affixed «v• i•••.ra. I SEAL?) t IV* t• •.r4r..•'` l:• State of Ohio County of Medina ss.: +`N• SEAL • ..o: ............ ,„•• ,,,,..., 16, AO TERED1 v:• 1845 . %., . 4 WESTFIELD INSURANCE COMPANY WESTFIELD NATIONAL INSURANCE COMPANY OHIO FARMERS INSURANCE COMPANY Dennis P. Baus, National Surety Leader and Senior Executive On this 08th day of JUNE A.D., 2005 , before me personally came Dennis P. Baus to me known, who, being by me duly sworn, did depose and say, that he resides in Wooster, Ohio; that he is National Surety Leader and Senior Executive of WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, the companies described in and which executed the above instrument; that he knows the seals of said Companies; that the seals affixed to said instrument are such corporate seals; that they were so affixed by order of the Boards of Directors of said Companies; and that he signed his name thereto by like order. Notarial Seal Affixed State of Ohio County of Medina ss.: - .«nww,.. es% A L William J. Kahelin, A' .rney at Law, Notary Public My Commission Does Not Expire (Sec. 147.03 Ohio Revised Code) I, Frank A. Carrino, Secretary of WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said Companies, which is still in full force and effect; and furthermore, the resolutions of the Boards of Directors, set out in the Power of Attorney are in full force and effect. In Witness Whereof, I have hereunto sei riiij4 "�I Itit 'aod affixed the seals of said Companies at Westfield Center, Ohio, this 6th day of October A �;, 015 °` `',, . • ((SF4L)3 &'SEAL1:, .t I 2 A4 /� = _ /' BPOAC2 (combined) (06 -02) Frank A. Carrino, Secretary Secretary CONTRACT (1) This CONTRACT made and entered into this 3fl day of , 206 by and between the City of Clearwater, Florida, a municipal corporation, hereinafter designated as the "City ", and Castco Construction, Inc., of the City of Largo, County of Pinellas, 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: PROJECT NAME: Mission Hills Raw Water Main PROJECT NO.: 14- 0038 -UT in the amount of $281,195.92 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, technical specifications, proposal and bond, which may be hereto attached, and any drawings if any, which may be herein referred to, are hereby made a part of this contract, and all of said work to be performed and completed by the contractor and its successors and assigns shall be fully completed in a good and workmanlike manner to the satisfaction of the City. If the Contractor should fail to comply with any of the terms, conditions, provisions or stipulations as contained herein within the time specified for completion of the work to be performed by the Contractor, then the City, may at its option, avail itself of any or all remedies provided on its behalf and shall have the right to proceed to complete such work as Contractor is obligated to perform in accordance with the provisions as contained herein. THE CONTRACTOR AND HIS OR ITS SUCCESSORS AND ASSIGNS DOES HEREBY AGREE TO ASSUME THE DEFENSE OF ANY LEGAL ACTION WHICH MAY BE BROUGHT AGAINST THE CITY AS A RESULT OF THE CONTRACTOR'S ACTIVITIES ARISING OUT OF THIS CONTRACT AND FURTHERMORE, IN CONSIDERATION OF THE TERMS, STIPULATIONS AND CONDITIONS AS CONTAINED HEREIN, AGREES TO HOLD THE CITY FREE AND HARMLESS FROM ANY AND ALL CLAIMS FOR DAMAGES, COSTS OF SUITS, JUDGMENTS OR DECREES RESULTING FROM ANY CLAIMS MADE UNDER THIS CONTRACT AGAINST THE CITY OR THE CONTRACTOR OR THE CONTRACTOR'S SUB CONTRACTORS, AGENTS, SERVANTS OR EMPLOYEES RESULTING FROM ACTIVITIES BY THE AFOREMENTIONED CONTRACTOR, SUB CONTRACTOR, AGENT SERVANTS OR EMPLOYEES, TO THE LIMITS OF § 725.06(2). SectionV.docx Page 3 of 17 11/25/2014 CONTRACT (2) In addition to the foregoing provisions, the Contractor agrees to conform to the following requirements: In connection with the performance of work under this contract, the Contractor agrees not to discriminate against any employee or applicant for employment because of race, sex, religion, color, or national origin. The aforesaid provision shall include, but not be limited to, the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; lay off or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Contractor agrees to post hereafter in conspicuous places, available for employees or applicants for employment, notices to be provided by the contracting officer setting forth the provisions of the non discrimination clause. The Contractor further agrees to insert the foregoing provisions in all contracts hereunder, including contracts or agreements with labor unions and/or worker's representatives, except sub contractors for standard commercial supplies or raw materials. It is mutually agreed between the parties hereto that time is of the essence of this contract, and in the event that the work to be performed by the Contractor is not completed within the time stipulated herein, it is then further agreed that the City may deduct from such sums or compensation as may be due to the Contractor the sum of $1,000.00 per day for each day that the work to be performed by the Contractor remains incomplete beyond the time limit specified herein, which sum of $1,000.00 per day shall only and solely represent damages which the City has sustained by reason of the failure of the Contractor to complete the work within the time stipulated, it being further agreed that this sum is not to be construed as a penalty but is only to be construed as liquidated damages for failure of the Contractor to complete and perform all work within the time period as specified in this contract. It is further mutually agreed between the City and the Contractor that if, any time after the execution of this contract and the public construction 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 public construction bond to be unsatisfactory or if, for any reason, the said bond ceases to be adequate in amount to cover the performance of the work the Contractor shall, at his or its own expense, within ten (10) days after receipt of written notice from the City to do so, furnish an additional bond or bonds in such term and amounts and with such surety or sureties as shall be satisfactory to the City. If such an event occurs, no further payment shall be made to the Contractor under the terms and provisions of this contract until such new or additional security bond guaranteeing the faithful performance of the work under the terms hereof shall be completed and furnished to the City in a form satisfactory to it. SectionV.docx Page 4 of 17 11/25/2014 1 CONTRACT (3) The successful bidder /contractor will be required to comply with Section 119.0701, Florida Statutes (2014), specifically to: (a) Keep and maintain public records that ordinarily and necessarily would be required by the City of Clearwater in order to perform the service; (b) Provide the public with access to public records on the same terms and conditions that the City of Clearwater would provide the records and at a cost that does not exceed the cost provided in Chapter 119 or as otherwise provided by law; (c) Ensure that public records that are exempt or confidential and exempt from public records disclosure requirements are not disclosed except as authorized by law; and (d) Meet all requirements for retaining public records and transfer, at no cost, to the City of Clearwater all public records in possession of the contractor upon termination of the contract and destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. All records stored electronically must be provided to the City of Clearwater in a format that is compatible with the information technology systems of the City of Clearwater. v SectionV.docx Page 5 of 17 11/25/2014 1 CONTRACT (4) IN WITNESS WHEREOF, the parties to the agreement have hereunto set their hands and seals and have executed this Agreement, the day and year first above written. CITY OF CLEARWATER IN PINELLAS COUNTY, FLORIDA By: .uc, ZAt oalcd i9C�i.,,a i c v .. illiam B. Horne, II •! City Manager Countersigned: �< <�.�Cr (\t../(Q, By: 1 George N. Cretekos, Mayor (Contractor must indicate whether Corporation, Partnership, Company or Individual.) (The person signing shall, in his own handwriting, sign the Principal's name, his own name, and his title; where the person is signing for a Corporation, he must, by Affidavit, show his authority to bind the Corporation.) SectionV.docx Page 6 of 17 Attest: }cA.avxcki(, Rosemarie Call City Clerk (SEAL) 'ABLIs Approved as to form: tthew M. Smit Assistant City Attorney CASTCO CONSTRUCTION, INC. Print Title: 11/25/2014 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CONSENT OF SURETY TO FINAL PAYMENT TO OWNER: City of Clearwater Engineering Department 100 S. Myrtle Ave. Clearwater, FL 33756 CONTRACTOR: Castco Construction, Inc. PROJECT NAME: Mission Hills Raw Water Main PROJECT NO.: 14- 0038 -UT CONTRACT DATE: [ BOND NO. : [ ], recorded in O.R. Book [ ], Page [ ], of the Public Records of Pinellas County, Florida. Pursuant to § 255.05(11), Florida Statutes, and in accordance with the provisions of the Contract between the Owner and the Contractor as indicated above, the: on bond of Castco Construction, Inc. 9001 126`h Avenue North Largo, FL 33773 ,SURETY, ,CONTRACTOR, hereby approves of the final payment to the Contractor, and agrees that final payment to the Contractor shall not relieve Surety of any of its obligations to City of Clearwater Engineering Department 100 S. Myrtle Ave. Clearwater, FL 33756 as set forth in said Surety's bond. IN WITNESS WHEREOF, the Surety has hereunto set its hand this Attest: (Seal): day of ,OWNER, (Surety) (Signature of authorized representative) (Printed name and title) SectionV.docx Page 7 of 17 11/25/2014 PROPOSAL/BID BOND (Not to be filled out if a certified check is submitted) KNOWN ALL MEN BY THESE PRESENTS: That we, the undersigned, Castco Construction, Inc. as Contractor, and Westfield Insurance Company as Surety, whose address is 4980 W. Kennedy Blvd, #750 Tampa, FL 33756 , are held and firmly bound unto the City of Clearwater, Florida, in the sum of Ten percent of amount bid Dollars ($ 10% ) (being a minimum of 10% of Contractor's total bid amount) for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, our heirs, executors, administrators, successors and assigns. The condition of the above obligation is such that if the attached Proposal of Castco Construction, Inc. as Contractor, and Westfield Insurance Company as Surety, for work specified as: Mission Hills Raw Water Main Project all as stipulated in said Proposal, by doing all work incidental thereto, in accordance with the plans and specifications provided herefor, all within Pinellas County, is accepted and the contract awarded to the above named bidder, and the said bidder shall within ten days after notice of said award enter into a contract, in writing, and furnish the required Public Construction Bond with surety or sureties to be approved by the City Manager, this obligation shall be void, otherwise the same shall be in full force and virtue by law and the full amount of this Proposal /Bid Bond will be paid to the City as stipulated or liquidated damages. Signed this 6th day of August , 20 15 . (Principal must indicate whether corporation, partnership, company or individual) Castco Constructioc., a Corporation (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). SectionV.docx Page 8 of 17 Principal By 1g- Title Westfield Insurance Company i Surety Cin L. Mirisola, Attii r y -in -1 INQUIRIES: (407)389 -3.8 11/25/2014 PHIS POWER OF ATTORNEY SUPERCEDES ANY PREVIOUS POWER BEARING THIS SAME POWER # AND ISSUED PRIOR TO 06/08/05, FOR ANY PERSON OR PERSONS NAMED BELOW. General Power of Attorney CERTIFIED COPY POWER NO. 0991002 01 Westfield Insurance Co. Westfield National Insurance Co. Ohio Farmers Insurance Co. Westfield Center, Ohio Know All Men by These Presents, That WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, corporations, hereinafter referred to individually as a "Company" and collectively as "Companies," duly organized and existing under the laws of the State of Ohio, and having its principal office in Westfield Center, Medina County, Ohio, do by these presents make, constitute and appoint GERALD K. SIHLE, BARBARA W. ALDINGER, DEIDRE R. PADGETT, CINDY L. MIRISOLA, JOINTLY OR SEVERALLY of ALTAMONTE SPRINGS and State of FL its true and lawful Attorney(s) -in -Fact, with full power and authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver any and all bonds, recognizances, undertakings, or other instruments or contracts of suretyship LIMITATION: THIS POWER OF ATTORNEY CANNOT BE USED TO EXECUTE NOTE GUARANTEE, MORTGAGE DEFICIENCY, MORTGAGE GUARANTEE, OR BANK DEPOSITORY BONDS. and to bind any of the Companies thereby as fully and to the same extent as if such bonds were signed by the President, sealed with the corporate seal of the applicable Company and duly attested by its Secretary, hereby ratifying and confirming all that the said Attorney(s) -in -Fact may do in the premises. Said appointment is made under and by authority of the following resolution adopted by the Board of Directors of each of the WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY: "Be It Resolved, that the President, any Senior Executive, any Secretary or any Fidelity & Surety Operations Executive or other Executive shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attorney(s) -in -Fact to represent and act for and on behalf of the Company subject to the following provisions: The Attorney -in -Fact. may be given full power and authority for and in the name of and on behalf of the Company, to execute, acknowledge and deliver, any and all bonds, recognizances, contracts, agreements of indemnity and other conditional or obligatory undertakings and any and all notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such Attorney -in -Fact shall be as binding upon the Company as if signed by the President and sealed and attested by the Corporate Secretary." "Be it Further Resolved, that the signature of any such designated person and the seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating thereto by facsimile, and any power of attorney or certificate bearing facsimile signatures or facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached." (Each adopted at a meeting held on February 8, 2000). In Witness Whereof, WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY have caused these presents to be signed by their National Surety Leader and Senior Executive and their corporate seals to be hereto affixed this 08th day of JUNE A.D., 2005 . [ •V'Corporate \sYA,Z \ •s•�.tnNA. /.. ' 'Seals \ ••C O S'• v • GAfixed .06. -A �; � SEAL .m State of Ohio County of Medina ss.: �,rll►RTERID•., I am t•, 18 413 iry fir. WESTFIELD INSURANCE COMPANY WESTFIELD NATIONAL INSURANCE COMPANY OHIO FARMERS INSURANCE COMPANY By: Dennis P. Baus, National Surety Leader and Senior Executive L,Qi r On this 08th day of JUNE A.D., 2005 , before me personally came Dennis P. Baus to me known, who, being by me duly sworn, did depose and say, that he resides in Wooster, Ohio; that he is National Surety Leader and Senior Executive of WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, the companies described in and which executed the above instrument; that he knows the seals of said Companies; that the seals affixed to said instrument are such corporate seals; that they were so affixed by order of the Boards of Directors of said Companies; and that he signed his name thereto by like order. Notarial Seal Affixed State of Ohio County of Medina ss.: _N akto qN F' o1F p`i;,..' William J. Kahelin, A .rney at Law, Notary Public My Commission Does Not Expire (Sec. 147.03 Ohio Revised Code) 1, Frank A. Carrino, Secretary of WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said Companies, which is still in full force and effect; and furthermore, the resolutions of the Boards of Directors, set out in the Power of Attorney are in full force and effect. In Witness Whereof, I have,herpy,nto set my hand and affixed the seals of said Companies at Westfield Center, Ohio, this 6th day of August »�.42,0y1SS ' f,' 1 ."`` „,. (#40 .fib: I r O. c •�''p j .perr ,,. x i u /`� ' --z 7<T: ChMTER ••• 4y ui 1,. 1848 Frank A. Carrino, Secretary . Secretary THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A310 Bid Bond BOND # N/A KNOW ALL MEN BY THESE PRESENTS, that we Castco Construction, Inc. 9001 126th Ave N, Largo, FL 33773 (Here insert full name ,and address or legal title of Contractor) as Principal, hereinafter called the Principal, and Westfield Insurance Company 4980 W. Kennedy Blvd., #750, Tampa, FL 33609 (Here insert full name ,and address or legal title of Surety) a corporation duly organized under the laws of the State of Ohio as Surety, hereinafter called the Surety, are held and firmly bound unto The City of Clearwater, FL 100 S. Myrtle Ave, 3rd Floor, Clearwater, FL 33756 (Here insert full name ,and address or legal title of Owner) as Obligee, hereinafter called the Obligee, in the sum of Ten percent of amount bid Dollars ($ 10% ), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for Mission Hills Raw Water Main Project, Clearwater, FL (Here insert full name, address and description of project) NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 6th day of August 3 2015 (Witness) HALCDIAL (Witness) Castco Construction, (Princip (Title) Westfield Insu C Tellgtair (Title) Cindy L. a Isola INQUIRIES: (4"f 389 -3588 , Attorney -in -Fact AIA DOCUMENT A310 BID BOND AIA ® FEBRUARY 1970 ED THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., N.W. WASHINGTON, D.C. 20006 WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution. 4 THIS POWER OF ATTORNEY SUPERCEDES ANY PREVIOUS POWER BEARING THIS SAME POWER # AND ISSUED PRIOR TO 06/08/05, FOR ANY PERSON OR PERSONS NAMED BELOW. General Power of Attorney CERTIFIED COPY POWER NO. 0991002 01 Westfield Insurance Co. Westfield National Insurance Co. Ohio Farmers Insurance Co. Westfield Center, Ohio Know All Men by These Presents, That WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, corporations, hereinafter referred to individually as a "Company" and collectively as "Companies," duly organized and existing under the laws of the State of Ohio, and having its principal office in Westfield Center, Medina County, Ohio, do by these presents make, constitute and appoint GERALD K. SIHLE, BARBARA W. ALDINGER, DEIDRE R. PADGETT, CINDY L. MIRISOLA, JOINTLY OR SEVERALLY of ALTAMONTE SPRINGS and State of FL its true and lawful Attorney(s) -in -Fact, with full power and authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver any and all bonds, recognizances, undertakings, or other instruments or contracts of suretyship LIMITATION: THIS POWER OF ATTORNEY CANNOT BE USED TO EXECUTE NOTE GUARANTEE, MORTGAGE DEFICIENCY, MORTGAGE GUARANTEE, OR BANK DEPOSITORY BONDS. and to bind any of the Companies thereby as fully and to the same extent as if such bonds were signed by the President, sealed with the corporate seal of the applicable Company and duly attested by its Secretary, hereby ratifying and confirming all that the said Attorney(s) -in -Fact may do in WESTFIELD INSURANCEo by COMPANY, WESTFIELD auth yy g INSURANCE COMPANY and OHIO Folution INSURANCEfCOMPANYof each of the "Be It Resolved, that the President, any Senior Executive, any Secretary or any Fidelity & Surety Operations Executive or other Executive shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attorney(s) -in -Fact to represent and act for and on behalf of the Company subject to the following provisions: The Attorney -in -Fact. may be given full power and authority for and in the name of and on behalf of the Company, to execute, acknowledge and deliver, any and all bonds, recognizances, contracts, agreements of indemnity and other conditional or obligatory undertakings and any and all notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such Attorney -in -Fact shall be as binding upon the Company as if signed by the President and sealed and attested by the Corporate Secretary." "Be it Further Resolved, that the signature of any such designated person and the seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating thereto by facsimile, and any power of attorney or certificate bearing facsimile signatures or facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached." (Each adopted at a meeting held on February 8, 2000). In Witness Whereof, WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY have caused these presents to be signed by their National Surety Leader and Senior Executive and their corporate seals to be hereto affixed this 08th day of JUNE A.D., 2005 . w.N/N,,, • ,,,,w,,,,,,.,. Corporate �sy�p"+,� .• �SC)NA( Seals Q\,,. — ..,.�4, se <• P -,•- .NsG., Affixed v .a4. p S O. ..-p ; iN� i Cr' SEAL 'm_' State of Ohio County of Medina SS.: .,1,,,,,,,,, WESTFIELD INSURANCE COMPANY WESTFIELD NATIONAL INSURANCE COMPANY • OHIO FARMERS INSURANCE COMPANY By: Dennis P. Baus, National Surety Leader and Senior Executive Kr.„ On this 08th day of JUNE A.D., 2005 , before me personally came Dennis P. Baus to me known, who, being by me duly sworn, did depose and say, that he resides in Wooster, Ohio; that he is National Surety Leader and Senior Executive of WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, the companies described in and which executed the above instrument; that he knows the seals of said Companies; that the seals affixed to said instrument are such corporate seals; that they were so affixed by order of the Boards of Directors of said Companies; and that he signed his name thereto by like order. Notarial Seal Affixed State of Ohio County of Medina ss.: NI/NN • William J. Kahelin, A .rney at Law, Notary Public rho My Commission Does Not Expire (Sec. 147.03 Ohio Revised Code) off,? 1, Frank A. Carrino, Secretary of WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said Companies, which is still in full force and effect; and furthermore, the resolutions of the Boards of Directors, set out in the Power of Attorney are in full force and effect. In Witness Whereof, 1 have,hereynto set my hand August w*.,D. 20Q5 ; v leer 4.'• a' ' rNSG.p. ��SN%Q^s /-fet SEAL BPOAC2 (combined) (06 -02 and affixed the seals of said Companies at Westfield Center, Ohio, Frank A. Carrino, Secretary this 6th day of Secretary AFFIDAVIT (To be filled in and executed if the bidder is a corporation) STATE OF FLORIDA /% COUNTY OF P� C1 /�-S ) Secretary o a corporation organized and existing its principal office at: ( treet & Number) being my sworn, deposes and says that e/ he is under and by virtue of the laws of the State of Florida, and having 19/7e// 4E2' (State) County) Af t further says ame o Corp ' -tion) books and by -laws of Affiant further says that --/-5/Z'/ (Officer's Name of the corporation, is duly authorized to sign the Proposal for or said corporation by virtue of (state whether a provision of by laws or a Resolution of Board of Directors. If by Resolution give date of action). Sworn to before me this ! l day of Affiant 201 N ary Publ Type /p /AO SHERRY L. O'DELL rida 0A riTk tr eP 24, 2016 11,-1 Commission # EE Notary 896ssn. ". 11. `o Bonded Through National Title or rank, and Serial No., if any SectionV.docx Pale 9 of 17 11/25/2014 NON COLLUSION AFFIDAVIT STATE OF FLORIDA ) COUNTY OF PINCLLRS ) ISRAC/ CAS7R0 PRCSI11F_N7 of being, first duly sworn, deposes and says that he is CAS7CO CONS7RLLC7ION, INC. the party making the foregoing Proposal or Bid; that such Bid is genuine and not collusive or sham: that said bidder is not financially interested in or otherwise affiliated in a business way with any other bidder on the same contract; that said bidder has not colluded, conspired, connived, or agreed, directly or indirectly, with any bidders or person, to put in a sham bid or that such other person shall refrain from bidding, and has not in any manner, directly or indirectly, sought by agreement or collusion, or communication or conference, with any person, to fix the bid price or 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 info ion or data relative thereto to any association or to any member or agent thereof. Affiant Sworn to and subscribed before me this 6y4' day of 20 a . 2011 atary Public( c� SectionV.docx Page 10 of 17 4 " " SHERRY L. O'DELL F�9((' % Notary Public - State of Floriea t.,y Comm. Expires Sep 24, 2016 n • rni w cd ;• �: Commission # EE 837896 Bonded Through National Notary Assn, 11/25/2014 PROPOSAL (1) TO THE CITY OF CLEARWATER, FLORIDA, for MISSION HILLS RAW WATER MAIN (PROJECT #14- 0038 -UT) and doing such other work incidental thereto, all in accordance with the contract documents, marked MISSION HILLS RAW WATER MAIN (PROJECT #14- 0038 -UT) 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 Public Construction Bond, that he or his representative has made such investigation as is necessary to determine the character and extent of the work and he proposes and agrees that if the Proposal be accepted, he will contract with the City of Clearwater, Florida, in the form of contract; hereto annexed, to provide the necessary labor, materials, machinery, equipment, tools or apparatus, do all the work required to complete the contract within the time mentioned in the General Conditions and according to the requirements of the City of Clearwater, Florida, as herein and hereinafter set forth, and furnish the required surety bonds for the following prices to wit: SectionV.docx Page 11 of 17 11/25/2014 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 undersigned1 as specified herein. Attached hereto is a bond or certified check on .)(--2 ($ .f�il`1'J 9� ) Ce;n4.0 *21( Bank, for the sum of (being a minimum of 10% of Contractor's total bid amount). The full names and residences of all persons and parties interested in the foregoing bid are as follows: (If corporation, give the names and addresses of the President and Secretary. If firm or partnership, the names and addresses of the members or partners. The Bidder shall list not only his name but also the name of any person with whom bidder has any type of agreement whereby such person's improvements, enrichment, employment or possible benefit, whether sub contractor, materialman, agent, supplier, or employer is contingent upon the award of the contract to the bidder). ADDRESSES: NAMES: 9001 1 C,4STCO CONSTRUCTION, INC. Signature of Bid (The bidder must indicate whether Corporation, Partnership, Company or Individual). SectionV.docx Page 12 of 17 11/25/2014 PROPOSAL (3) The person signing shall, in his own handwriting, sign the Principal's name, his 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 th - o • • ration. ✓Principal: By I /_� i4 ' 6.th Ave., LaAgo, FL 33773 usiness Address of Bid City and State: Dated at I' 1 i‘ 7 B f2 SectionV.docx , this day of Zip Code 3377.E , A.D., Page 13 of 17 11/25/2014 CITY OF CLEARWATER ADDENDUM SHEET PROJECT: MISSION HILLS RAW WATER MAIN (PROJECT #14- 0038 -UT) Acknowledgment is hereby made of the following addenda received since issuance of Plans and Specifications. Addendum No. Addendum No. Addendum No. Addendum No. Addendum No. Addendum No. Addendum No. Addendum No. Addendum No. Addendum No. Addendum No. Section V.docx Date: Date: Date: Date: Date: Date: Date: Date: Date: OAS./ Co 0-0115-(ruc I on � �he ISRAEL C,4STRO, PRESIDENT (Name of Bidder) (Signature of Officer) Pr€s,'c(en t (Title of Officer) g-6- (Date) Page 14 of 17 11/25/2014 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BIDDER'S PROPOSAL PROJECT: MISSION HILLS RAW WATER MAIN (PROJECT #14- 0038 -UT) CONTRACTOR: ISRAEL C,4S7i20, C/SJC0 CONSTRUCTION, INC. BIDDER'S GRAND TOTAL: $ $281,695.91 BIDDER'S GRAND TOTAL: Two Hand/zed C.t yh.t y One 7hotzand Six fLund2ed N.tnet y Five and N.tnet y One Cent L (Numbers) (Words) Bid Item Item Description Quantity Unit Unit Price Total Cost 1 Mobilization(3.5 %Maximum) 1 LS $ 10, O00 $7Q, oOO.L 2 Maintenance of Traffic (1.5% Maximum) 1 LS $ O0 1/ $ y d ,a 3 F &I 8" PVC Pipe by Horizontal Directional Drill 50 LF $ to ,it / $ 4 /66,..4 -7 $ ,may 4 F &I 8" HDPE Pipe by Horizontal Directional Drill 600 LF $ 5 F &I 8 " PVC Pipe by Open Cut 150 LF $ ,0/ $ 1 g37,3!G 6 F &I 8" DI Pipe by Open Cut 50 LF $ $ n �y $1Id 91, 7 F &I 8" HDPE Pipe by Open Cut 50 LF $ C)C Q 8 F &I 8" Certa -Lok PVC Pipe by Jack & Bore with 18" Steel Casing 1 LS /ylb to,to $d ko o 10 $ /n0,� $�l1��, /' $ 1 j y0( $ 4 o 9 F &I 8 -inch Restrained Joints for PVC or HDPE Pipe 36 EA 10 F &I 8 -inch Restrained Joints for DI Pipe 6 EA $ )(10,11 $ q,i i 11 F &I Compact DI Fittings 950 LB 12 F &I Combination Air Valve 2 EA 4,63 $ , l� / $/6/001/7, 9 $ 1 / ///, $,9'� 13 Root Pruning 150 LF 14 Tree Barricades 1 LS s 15 Remove Trees 1 EA IV 1 coo w $ .416 16 Sod Restoration as Directed by the Owner or the Owner's Authorized Project Representative 100 SY $ q,gj $ n t ►" '2 i $ q521a7 $ Sl J g 17 Concrete Driveway Restoration as Directed by the Owner or the Owner's Authorized Project Representative 50 SY 18 Concrete Sidewalk Restoration as Directed by the Owner or the Owner's Authorized Project Representative 50 SY $ . (s'/ $ 1 19 Concrete Curb Restoration as Directed by the Owner or the Owner's Authorized Project Representative 50 LF $�/ J /�� 1� v,/i $ MXai a z/7 [ 06 20 Underdrain Restoration as Directed by the Owner or the Owner's Authorized Project Representative �0 LF $ l q l U SectionV.docx Page 15 of 17 11/25/2M4 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Bid Item Item Description Quantity Unit Unit Price Total Cost 21 Asphalt Paving Restoration as Directed by the Owner or the Owner's Authorized Project Representative 100 SY $ [� /f, $/ �f `/D,�� J! $j �� y sla $413 ,2ia 22 Unsuitable Material Excavation Below Grade as Directed by the Owner or the Owner's Authorized Project Representative 100 CY ,,J / $�� n y $/y6,9, ,�/ $43 23 Select Backfill Below Grade as Directed by the Owner or the Owner's Authorized Project Representative 100 CY 24 Asphalt Overlay as Directed by the Owner or the Owner's Authorized Project Representative 100 S Subtotal = 1 C 25 �yy Contingency (10 %) 4 . 5e3 •—, Bidder's - , . „_• `,Ax., Grand Total = ' .o:n?vo-. $ n , z THE BIDDER'S GRAND TOTAL ABOVE IS HIS TOTAL BID BASED ON HIS UNIT PRICES AND LUMP SUM PRICES AND THE ESTIMATED QUANTITIES REQUIRED FOR EACH SECTION. THIS FIGURE IS FOR INFORMATION ONLY AT THE TIME OF OPENING BIDS. THE CITY WILL MAKE THE TABULATION FROM THE UNIT PRICES AND LUMP SUM PRICE BID. IF THERE IS AN ERROR IN THE TOTAL BY THE BIDDER, IT SHALL BE CHANGED AS ONLY THE UNIT PRICES AND LUMP SUM PRICE SHALL GOVERN. SectionV.docx Page 16 of 17 11/25/2014 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SCRUTINIZED COMPANIES AND BUSINESS OPERATIONS WITH CUBA AND SYRIA CERTIFICATION FORM PER SECTION III, ITEM 25, IF YOUR BID IS $1,000,000 OR MORE, THIS FORM MUST BE COMPLETED AND SUBMITTED WITH THE BID PROPOSAL. FAILURE TO SUBMIT THIS FORM AS REQUIRED, MAY DEEM YOUR SUBMITTAL NONRESPONSIVE. The affiant, by virtue of the signature below, certifies that: 1. The vendor, company, individual, principal, subsidiary, affiliate, or owner is aware of the requirements of section 287.135, Florida Statutes, regarding companies on the Scrutinized Companies with Activities in Sudan List, the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, or engaging in business operations in Cuba and Syria; and 2. The vendor, company, individual, principal, subsidiary, affiliate, or owner is eligible to participate in this solicitation and is not listed on either the Scrutinized Companies with Activities in Sudan List, the Scrutinized Companies with Activities in the Iran Petroleum Sector List, or engaged in business operations in Cuba and Syria; and 3. Business Operations means, for purposes specifically related to Cuba or Syria, engaging in commerce in any form in Cuba or Syria, including, but not limited to, acquiring, developing, maintaining, owning, selling, possessing, leasing or operating equipment, facilities, personnel, products, services, personal property, real property, military equipment, or any other apparatus of business or commerce; and 4. If awarded the Contract (or Agreement), the vendor, company, individual, principal, subsidiary, affiliate, or owner will immediately notify the City of Clearwater in writing, no later than five (5) calendar days after any of its principals are placed on the Scrutinized Companies with Activities in Sudan List, the Scrutinized Companies with Activities in the Iran Petroleum Sec r L t, oges in STATE OF COUNTY OF business operations in Cuba and Syria. p L_ Authorized Signature .S,ea'e-/ 6Ac1196 Printtee Name ^� '"T e /4. I/' ©i�'� acne of Entity/Corporation The fore oing instrum t was a owledged before me on this % it day of � ,; 27,SL by ,e / ,�/ (n. e o erson whose sign. is being notarized) as the �lj (title) of me of corporation/entity), personally known to me as described herein , or produced a (type of identification) as identification, and who • id /did not take an My Commission Expires: NOTARY SEAL ABOVE ( `• - • nted N §r�RY L. O'DELL Notary Public - State of Florida • k4 Comm. Expires Sep 24, 2016 , Commission # EE 837896 ••'b ..... '„ �, Bonded Through National Notary Assn 1 A SectionV.docx Page 17 of 17 11/25/2014