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2010 STREET RESURFACING PROJECT - 10-0022-EN� 201U STREET RESURFACING � PROJECT 1U-4U22-EN CaNTRACT DaCUMENTS & � � � � � SPECIFICATIUNS Prepared far SEPTEMBER/2010 `"� aC�RL�"" CERTIFICATE OF LIABILITY INSURA�VCE r °"r�`MM'°°,"""", ii/iz/zoio THIS CERTIFICATE IS I$SUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPQN THE CER7IFICAtE HOLDER. TMIS CERTIFICATE DOES NpT AFFIRMATIVELY pR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAG� AFFOFiDED BY THE POLICIES BELbW. TMIS CER7IFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRAGT B�TWEEN THE 15SUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOL�ER. IMPpRTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endarsed. If 5UBROGATION IS WAIVED, subJect to the terms and conditlons of the policy, certain policies may require an endarsement. A statement on this certificate does not confer rights tq the certificate holder In Ileu of such endorsement(s). PRODl10ER A NAME: Insurance Offite of Ameri�a, Inc. P�cNoEx�:(813)637-887i aCNO;(813)637-8484 4915 W. Cypress Street ADDR�ESS: Tampa, FL 33607 Cl1STOMERIO#: INSURED R E Purcell Construction Co., Int. & Repco Equipment Leasing Co Inc Raymond Purtell 1550 Starkey Road Largo, FL 33771 Fax (727) 587-6560 COVERAGES CERTIFICATE NUMBER IN5URER A : Z V IN5URER B : INSURER C : INSURER D : INSURER E : INSUREH F : 10-11 Master �) AFFORDING COVEFAGE NAIC # Ameritan Ins Ca. �6535 REVISION NUMBER: 1'HIS IS Tp CERTIFY THAT TH@ POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUEp 70 THE INSURED NAME� A80VE FOR THE POLICY PERIOD INpICATED. NOTW ITHSTANDING ANY RE�UIREMENT, TERM OR CONDITION OF ANY CDNTRACT OFi OtHER DOCUMENT W ITH RESPECT TO W HICH THIS CERTIFICATE MAY 6E ISSUEp OFI MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIB�D HEREIN IS SUBJECT TQ ALL THE TERMS, �XCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAV� BEEN REPUCED 8Y pAID CLAIMS. INSR TYPE OF INSURANCE AD�L SUBR P LICY EFF POLICY EXP LIMITS LTR INSR WVD POLICV NUMBER MhVDD/YYYY MM/DU/YYYY GENEflAL LIABILITY �jLQ�%�4144� Q9/01/2010 D9/01/2011 EACH OCCURRENCE $ 1� Q�0 � �� X COMMERCIAL GENERAL LIA8ILITY C�N7RACiUAL INCWDE DAMAGE TO R�NTED $ �jOO OO PREMISES E occurrence � CLAIMS-MADE � OCCUR MED EXP (Any one parson) $ 10 � �00 A X XCU 1 S i ntl uded X PERSONAL 8 ADV INJl1RY $ 1� OOO � OOO X��? , Q00 PU Ded QENEFAL AGGREGA7E $ Z� �� GEN'L AGGREGATE LIMIT APPLIES PER: PRO�UCTS - COMPlOP AGG $ 2� OOO � OO POLICY X PR� LOC $ JECT AUTOM081LE LIABILITY BAP67241430 D9/U1/2010 09/01/2U11 COM8INED SINGLE LIMIT $ X ANY AUTO (NO LIAB . bEbUCTIBLE) (Ee accident) 1� 000 � 00 BO�ILY INJURY (Pgr perspn) $ ALL OWNED AUTOS BODILY INJLIRY (Per accldent) $ A SCHEDULE� AUTOS X PROPERTY DAMAGE $ X HIRED A11T05 (Per acclden[) X NON-OWNEOAUTOS $ X omp Various ped $ UMBqELLA 41AB )( �C�R AUC5915778-0 09/01/2010 09/01/2011 EACH OCGl1RRENGE $ ],Q � ��Q � �Q A EXCESS LIAe CLAIMS-MADE X UMBRELLA FOR AGGREGATE $ oEOUCris�E s 10,000,00 X RETENTION $ $ WOHKERS COMPEN5ATION WC STATU- OTW- ANU EMPLOYERS' LIABILITY Y/ N TORY LIMITS ER ANY PROPRIETORlPARTNERlEXECUTIVE❑ N r A E.L. EACH ACCIDENT $ OFFICER/MEMBER EXCLU�ED7 (Mendetory In NH) E.L. DISEASE - EA EMPLOYEE $ If yes, descriGe under E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS below 2,500 ed. applies for e ch CP067241450 09/01/2010 09/01/2011 $5,864,325 Contractors Equip A overage $250,000 Leased Rented Equip �ESCRIPTION OF �PERA71pN31 LOCATIDNS / VEHICLHS (Attach ACORD 707, Addltlonsl Remarks Schedule, II more space Is requlrgd) ity of Clearwater is additional insured including completed operations, contraetual liability and aiver of subrogation with respects to general liability per form#UGL-1175-BCW E: 2010 5treet Resurfacing Project 10-0022-EN (SEE NOTES) CERTIFICATE HOL�ER FAX: 727.562.4755 City of Clearwater P.O. Box 4748 Cl�arwater, FL 33758-4748 ACQRD 25 (2009/09) LK�L`iK��L1�C•]�I SHOULd ANY OF iHE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATH THEREOF, NO710E WILI. BE DELIVEREQ IN ACCORDANCE WITH THE POLICY PROVISIpNS. AUTHORQED REPRESENTATIVE �� . / J. Br an Yoho/bAYb � 19$8-2009 ACORD CORPORATION. All rights reserved. The ACQRD name and logo ara register�d marks of ACORD � z , City of Clearwater CertifiCate issued to City of Clearwater 11/12/2010 Insurance Office of America� Inc. ii/iz/zo�o �* 30 days natire o� cancellation with 1� days notice for nonpayment of premium in aecordance with policy provisions ADDENDUM NO. 2 for 2010 Street ResurFacing Contract Clearwater, Florida Project Number 10-DOZ2-EN DATE: September 30, 2010 SUBJECT: Addendum No. 2 TO: Prospective Bidders and Others Concerned Bidders on the above project are hereby notified that the following Addenda are made ta the Contract Documents: 1) BID ITEM #1 FULL WIDTH MILLING UP TO 2" ESTIMATE QUANTITY HAS BEEN CHANGED FROM 119,550 S.Y. TO 13Q,980 S.Y. THE CITY OF CLEARWATER PINELLAS CDUNTY, FLORIDA B : /s/William B. Horne II City Manager � l9 � ADDENDUM NO. 1 for 2010 Street Resurfacing Contract Clearwater, Florida Project Number 10-0022-EN � DATE: September 27> 2010 1 � � , 1 �� r� r� � � �� ' �� , � , SUBJECT: Addendum No. TO: Prospective Bidders and Others Concerned Bidders on the above project are hereby natified that the following Addenda are made to the Contract Documents: 1) BID OPENING DATE WILL CHANGE � S�NG OFFIOCE 3R FLOOR.� 0 TO OCTOBER 14, 2010 AT 1:30 P.M. PURCHA THE CITY OF CLEARWATER PINELLAS COUNTY, FLORIDA B: IslWilliam B. Horne II City Manager � � I i � � 1 � � ' 1 � � � � � � � ' �� x.��-c��-� ��-�11�;l�!_� SECTION �I SECTYON YII TABLE OF CONTENTS YNVYTATIQN TO BYD PRE-QUALIFICATYON PACKAGE YN5TRUCTION TO BIDDERS GENERAL CONDYTIUNS SECTYON YV TECHNICAL SPECYF�CATYpNS SECTION IV-A SUPPLEMENTAL TECHNYCAL SPECIF�CAT�ONS SECTION IV-B AREA LOCATION MAPS SECTION �V-C CONSTRUCTION LIM�T MAPS SECTION IV-D CONSTRUCT�ON PLANS �� x��-C�]�i•I CONTR.ACT DOCUMENTS L� �� [_� �� [� 1 � 1 1 ! � [� � [_� , � �� J L� � 1 --� _I � LJ �� , � rl 1 SECTION I ADVERTISEMENT �F B1DS & NOTIGE TO C�NTRACTORS 2010 STREET RESURFACTNG PROJECT 1Q-0022-EN CLEARWATER, FLQRIDA Copies of the Contract Documents and �lans for this Project aze available for inspect�on and/or purchase by prospective bidders at the City of Clearwater's �lan Room - website address: www.rn learwater.cozn/cit ro'ects, ON Wednesdav, Sentember 15, 2010, until no later than close of business three (3) days preceding the bid openiuxg. Price of Contract Documents a�nd Plan.s, as i�ndicated on the website, retlects reproductio�a cost only. The work for which proposals are invited consists of: the asphaltic concrete resurfacing of approx�xately 6 miles of streets within the City of Clearwater as listed herein and shown on the engineering drawings prepared by the City af Clearwater Engineering Departxnent, Sheets 1 thraugh 18 of 18 and Location Maps 1 through 7 of 7. The base bid for this project is to complete the resiu-facing using S-type Marshall Mix design asphaltic concrete containing a max;�um of 25- I percent reclaimed asphalt pavement (RAP) with all millings retained by the City of Clearwater. � A M.ANllATORY Pre-�Sid Conferemce for all prospective bidders will be held on Mondav, October 4, 2010 at_ 1:�0 PM in MSS Conference Raom 130. Representatives of the Owner and Consulting Engiueer will be present to discuss this Project. Seale� proposals will be received by the Purchasing Man,ager, at the Purchasing Offtce, located at the Municipal Services B1dg., lOQ S. Myrtle Ave., 3'� Fldor, Cleacwater, Florida 3375(r552U,' unti12:00 P.M. on Thursdav, October 21, 2010 at 2:00 PM and publicly opened and read at that hour and place far Z010 STREET RESiTRFACING PROJECT 10-0022-EN. A complete bidders package containing plans, specifications, bond forms, cantract form, a�fidavits and proposal form is available to the general public (Contractors, Sub-contractors, suppliers, vendors, etc.) far review and purchase. However, sealed proposals will anly be accepted from tb�ose Con.tractors that are currently City pr�qua�ied Contractors in the construction category of ROADWAY/PARiflNG LOT CONSTRUCTION with a minimum pre- qualification amount of 2 S00 000. Conlractors wanting to pre--qualify to bid this project must do so two (2) weeks/ten (10) workdays prior to the bid opening d�te. 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 rej�ect any or all bids. The City of Clearwater, Flarida George McKibben, Purchasing Manager (727)562-4634 � SectionI Page l of 1 8/272008 i � C� �] , C_� �� , � r.� �� i t 1 1 1 �l � i SECTION II INSTRUCTIONS TO BIDDERS Table of Contents: SECTIONII ................................................................................................................................... i 1 COPIFS OF BIDDING DUCUMENT'5 ..........................................................................1 2 QUALIFICATION OF BIDDERS ..................................................................................1 3 EXAMINATION OF CONTRACT DOCUMENTS AND SITE .................................1 4 INTERPRETATIONS AND ADDENDA ....................................................................... 2 5 BID SECURTI'Y UR BID SOND .................................................................................... 3 6 CONTRACT TIME .......................................................................................................... 3 7 LIQUIDATED DAMAGES ............................................................................................. 3 8 SUSSTI'TIITE MATERIA,.L AND EQi7IPMENT ......................................................... 3 9 SUSCONTRACTORS ......................................................................................................3 10 BID/PROPOSAL FORM ................................................................................................. 4 11 SiTSM�SSION �F BIDS .................................................................................................. 4 12 M�DIFICATION AND WITHDRAWAL OF BIDS .................................................... S 13 REJECTIUN OF BIDS .................................................................................................... 5 14 DISQUALIFICATION OF BIDDER .............................................................................. S 15 OPENING UF SIDS ......................................................................................................... 5 16 LICENSES, PERMITS, ROYALTY FEES AND TAXES ........................................... 5 17 IDENTICAL TIE BIDS/VENDOR DRUG FREE WQRKPLACE ............................. 6 18 AWARD OF CONTRACT ............................................................................................... 7 19 SID PROTEST .................................................................................................................. '7' 20 TRENCI3 SAFETY ACT ............................................. ....... ..................................... 8 21 CONSTRUCTION SITE EROSIUN AND SEDIMENT CUNTROL MANAGEMENTMEASURES ....................................................................................... 8 Sectionll i Revised: 7/ 17/2008 5ec[ion II — Inst�vctions to Bidders COPIES OF BIDDING D�CUMENTS l.l Complete sets of the Bidding Documents are available at the City of Clearwater's Plan Room — website address_ www.m clea.rwater.com/cit o�ects. Price of Contract Documents and Plans, as indicated on the City's Website, re�lects reproduction costs only, which is non-refundable. A complete bidders package containing plans, specifications, bond forms, contxact fom�a, affidavits and bid/proposal form is available only to pre-qualified bidders. Cantracturs, suppliers, or others who are not pre-qualified but who rnay be a possible subcontractox, supplier, or other interested person may purchase a"Subcontractor" package consisting of plans, specifications, and list of pay items. 1.2 Complete sets of Sidding Documents must be used in preparing bids. Neither the City nor the Engineer shall be liable £or errors or xnisinterpretations 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 ternis, does so only for tlae purpose of obtaining Bids on the Work at�d does not can�er a license or grant any other pemussion to use the documents for any other purpose. 2 QUALIFICATIDN OF BIDDERS 2.1 Each prospective Bidder must pre-qualify to demonstrate, to the complete satisfaction of the City a� Clearwate�r, that the Bidde�r has the necessary �acilities, e�uipment, ability, finan.cial resources and experience to perfozxn the work in a satisfactory manner before obtaining drawings, specifica.tions and contract documents. A,n applica.tion package for pre- qualifcation may be obtained by contacting the City af Clearwater, Engineering Depaittnent, Engineering Services Division at P.O. Bax �748, Clearwater, Florida 33758- 4748 (mailing address); 100 South Myrtle Avenue, Clearwater, Florida 33756-5520 (street address only) or by phone at (72'7) 562-4750. All qualification data must be campleted and delivered to the Director of Engineering at the above address not later than fourteen (14) days prior to the tirne set for the receipt of bids. 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) examuie the Contract Docunnents thoroughly; (b) visit the site to become faxx�i�liar with local conditions that may in any manner afFect cost, progress, perfoxx�nance 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 Biddei's observatians with the Contract Documents, and notify Engineer of all conflicts, errors or discrepancies in the Cantract Doc�uments. 3.2 Tn reference to the Technical Specifications and/or the Scope of ths Work for id�ntification of those reports of explorations and tests of subsurface condition,s at the site which have been utilized by the Engineer in the preparation of the Contract Documents, bidder rnay rely upon the acctuacy of the technical data containeci 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. � reference to those drawings relating to physical conditions of existing surface and subsurface conditions (except Undergrownd Facilities) which are at or contiguous to the site and which have been utilized by the Engineer in SectionIl Page 1 of 9 Revised: 7/17/2008 � C=l � �� , � � LJ LJ Section II — Instructions to Bidders 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 far the purposes of bi.dding or construction. 3.3 Information and data reflect� in the Contract Docum�nts with respect to Underground Pacilities at or contiguous to the site are based upon infomnatian and data fiinnished to the City and Engineer by owners af such Undergraund Facilities or others, and the City does not assume responsibility for the accuracy or completeness thereof unless expieessly provided in the Contract Documents. 3.4 Provisians conceming responsibilities for the adequacy of data fiunished to prospective Bidders on subsurface conditions, Underground Facilities, ather physical conditions, possible conditians, and possible changes in the Contract Docwnents due to dii�ering canditions appear in the General Conditians. 3.5 Before submitting a Bid, each Bidder shall, at Bidder's ow►� expense, make ar obtain any additional examinations, investigations, explorations, tests and studies and obtain any additional information and data. which pertain ta the physical conditions (surface, subsurface and Underground Facilities) at ar contigiwus to the site or otherwise which may a�ffect cost, prog�ess, performance ar furnishang the work in accordance with the time, price and other teims and conditions of the Contract Docurnents. 3.6 �n request in advance, City will provide each Bidd�r access to the site ta conduct such , exploratians and tests at Bidder's awn expense as each Bidder deernas necessary for submission af a Sid. Bidder shall fill all holes and clean up and restore the site to its former condidon upon completion of such explorations and tests. ' , 1 L' J lJ � , �J 3.7 The lands upon which the Work is to be perfoxnaed, rights-0f-way and easements for access thereto and other lands designated for use by the Cantractor in perfornung th� Work are identified in the Contract Docurnents. All additional lands and access thereto required for temporary construction facilities ar storage of ma.terials and equipment are ta be pmvided by the Contra.ctor. Easements For perman�t siructures or permanent changes in existing structures are to be obtained and paid for by the City unless otherwise provided in the Contract Dacuments. 3.8 The submission of a Bid will constitute an unequivocal representation by the Bidder that the Bidder has complied with every requirement af these Instructions to Bidders an�d that, vcrithout e�cception, the Bid is premised upon perforn�ing and furnishing the Work required by the Contract Documents by such means, methods, teckuuques, sequences ar proc�ures af construction as may be indicated in or required by the Contract Dacuments, and that the Contract Documents aire sufficient in scope axxi detail to indicate and convey understanding of all terms and conditions of pe�r.formance and fiu�nishing of the work. 4 INTERPRETATIONS AND ADDENDA 4.1 All questions as ta the meaning or intent of the Contract Documents are to be directed to the Engineer. Int�pTetations or clari�icarians considec� necessary by the Engineer in response to such questions will be issued by Addenda, either by mail or facsimile transnussion, to all parties recorded by the Purchasing Manager as having r�ceived the Bidding Docurnents. Questions received less than ten (10) days priar to the date for opEning of Bids may not be answered. Only information provided by formal written Addenda will be binding. �ral and ather interpr�ations of clarifxcations will be without legal eifect. � SectionII � Page 2 of 9 Revised: 7/17/2008 «a 5 Sec�ion II — Instructians to Bidders Addenda may also be issued to modify the Bidding Documents as deerned advisable by the City or Engineer. B!D SECURITY �R BID B�ND 5.1 Each Bid must be accoznpanied by Bid Security made payable to the City of Clearwater in an amount equal to ten percent (10%) of the Sidder's rnaximum Bid price and in the form of a certified or cashiers check or a Bid Bond (on form attached) issued by a surety meetirig 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 Sidder 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 �uxn.ish 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 Sidder whom the City believes to have a reasonable chance of receiving the award may be retained by the City until the successful execution o� the agreement with the successful Bidder or for a period up to ni.nety (90) days following bid openixxg. Security of other Bidders will be returned approximately fourteen (14) days a$er the Bid opening. 5.3 s b.l 7 7.I 8 The Sid Bond sha11 be issued in the favor of the City of Clearwater by a surety company qualified to do business in, and having a registered agent in the State of Florida. CONTRACT TIME The number of consecutive calendar days within which the work is to be completed is set forth in the Technical Sp�cifications. LIQUIDATED DAMAGES Provisions for liquidated darnages are set forth in the Contract Agreement. SUBSTITUTE MATERIAL AND EQUIPMENT $.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 Ihawings or specified in the Specifications that a subsritute ar "or equal" itern may be furnished or use�, application for its acceptance will not be considered by the Engineer until after the effective date of the Contract Agreement. The procedure for su�bmittal of any such application is describeci in the General Conditions and as supplemented in the Tec�uaical Specifications. 9 SUBCONTRACTORS 9.1 If requeste� by the City or Engineer, the Successful Bidder, and any other Bidder so requested, sha11, within seven (7) days after the date of the rec�uest, submit to the Engineer an e�cperience statement with pertinent information as to sunilar projects and other evidence of qualification for each Subcontractor, supplier, person and organization to be used by the Contractor in the co�npletion of the Work. The amount of subcontract work shall not exceed fifty percent (SO%) of the Work except as may be specifically approved by the Engineer. Tf the Engineer, after due investigation, has reasonable objecrion to any proposed SeCtionII Page 3 of 9 Revised: 7/17/2008 � � � � , �l � � 9.2 � i [� LI I f� CJ � , 1 LJ Section 11— lnstructions to Biddeis Subconiractor, supplier, other person or org�anization, he nnay, before recommending award of the Contract to the City Council, request the Successful Sidder to submit an acceptable substitute without an increase in Contract Price or Contract Time. If the Success£ul Sidder declines to make any such substitution, the City may award the coniract to the next lowest and rnost responsive Biddeir that proposes to use acceptable Subcontractors, Suppliers, and other persons and organiaations. Decluung to make r�uested substitutions will not constitute grounds for sacri�icing the Bid security to the City of any Bidder. Any Subcan�actor, supplier, other ��erson or org,anization listed by the Con�actar and to whom the Engineer does not make written object;ion prior to the recommendahan of award to the City Council will be deemeci acceptable to the City subject to revocation oisuch acceptance after the Ef�ective Date of the Contract Agreem�t as provid� in the General Conditions. No Contractor sha11 be required ta employ any Subcontractor, supplier, peison or organization against whom he has reasonable objecbion. 10 BID/PROPOSAL FORM 10.1 The Bid/Proposal Form is included with the Contract Documents and sha11 be completed in ixak ar by typew�ri.ter. All blanks on the Bid/Proposal Fornzs must be completed. The Bidder must state in the Bid/Propasal Form in words and numerals without delineation's, alterations or erdsures, the price for which he will perform the work as requirecl by the Cantract Documents. Bidders are requiured to bid on all item�s in the Bid/Proposal farm. 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 th� plans and contxact specifir_ations. Should it be found that quantities or acnaunts 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 artxount bid for each section or item will be increased or decreased in direct proportion to the unit prices bid for the liste� individual items. 10.2 Bids by corporatians shall be executed in the corporate name by the president ar a vice- president (ar other corparate officer accompanied by evidence of autharity to sign) and the corporate seal shall be affixed. The corporate address and state of incorporatian shall be shown belaw the Signature. If requested, the person signing a Bid for a cozporation or partnership sha11 produce evidence satisfactory to the City of the person's authority to bind the cnrporation or partnership. 10.3 Bids by partnerships sha11 be executed in the partnership nanae and signed by a general partner, whose title sha11 appear under the signature and the official address of the parinership shall be shown below the signature. 10.4 11 All narr►es sha11 be typed or printed below the signahue_ SUBMISSION OF BIDS 11.1 Sealed Sids shall be submitted at or before the tiume and at the place indicatecl in the Advertisement. for Bids and shall be sub�mitted in� a 8.5"xll" manila envelope vvith the project name and number on the bottom left hand comer. If forwarded by mail, the Bid shall be enclosed in anather envelope with the notation "Bid Enclosed" on the face thereof and addressed to the City of Clearwater, attention Purchasing Manager. Bids will be received at the office indicated in the Advertisernent until the rime and date specified. Telegraphic or facsi�xnile bids receiv�l by the Purchasing Manager will not be accepted. � SectionII 1 Page 4 of 9 Revised: 7/ 17/2008 Section II — Instructions to Bidders 12 M�DIFICATION AND WITHDRAWAL OF BIDS 12.1 Bids may be madified or withdrawn by an appropriate document duly executed (in the manner that a Bid must be executed) and deliverecl as described in the Advertisement of $ids. A request for withdrawal or a modification shall be in writing and signed by a person duly authorized to do so. Withdrawal oi a Bid wil� not prejudice the rights oi a Sidder to submit a new Bid prior to the Bid Date and Time. After expiration oi the pe�iod For receiving Bids, no Bid m�ay 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 rnade by the bidder, the nature of the error, the requested correction of the eiror, and what the adjusted bid amoun.t will be if the correction is accepted by the City. 'I'h� 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 %r the reject�on of a bid include but are not limited to a material oxnission, unauthorized alteration of fo�n, unauthorized alternate bids, incomplete or un.balanced unit prices, or ixregularities 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 rnake an award to that Bidder, whether because the Bid is not responsive or the Bidder is unqualified or oidoubtfiil financial ability or fails to meet any other pertxnent standard or criteria established by the City. Tl�e City xeserves the right ta decide which bid is deerned to be the lowest and best in the interest oithe public. 14 DISQUALIFICATION OF BIDDER 14.1 Any or all bids will be rejected if there is any reasan %r believing that collusion exi�sts among the bidders, the participants in such collusion will not be considered in £uttue proposals for the sarne work. Each bidder shall execute ihe Non-Collusion Affidavi�t contained in the Conh act Documents. 15 OPENING �F BIDS 15.1 16 Bids will be opened and read publicly at the location and time stated in the Advertisement for Bids. Bidders are invited to be present at the opening of bids. LICENSES, PERMITS, ROYALTY FEES AND TAXES 16.1 The Contractor sha11 secure all licenses and pennits (and sha11 pay all pennit fees) except as specifically stated otherwise in the Teck�nical Specifications. Tl�e Contractor shall comply with all Federal and State Laws, County and Municipal �rdinanc,es and regulat�ons, which in any rmana�er effect the prosecution of the work. City of Clearwater building perrnit fees and irnpact fees will be waived except as specificaily stated otheiwise in tl�e Technical Specifications. 16.2 The Contractor shall assume a111iability far the payment of royalty fees due to the use of any constxuction or opera�ion process, whieh is protected by patent rights except as specifically SectionII Page 5 of 9 Revised: 7/17/2008 � � , � � � r � r Section II — Instruc�ions co Bidders stated otheiwise in the Techtxical Specifications. The amount of royalty fee, if any, sha11 be stated by the Contractor. 16.3 The Contractor shall pay all applicable sales, consumer, use and other taxes required by law. The Con�actor is responsible for reviewing the pertinent State Statutes involving the sales tax and sales tax exen:iptions and complying with all requirements. 16.4 The City of Clesrwater is exempt from state sales taac on materials incorporated into the WORK. The City of Clearwater reserves the right to izmplement the Owner Direct Furchase (ODP) Option, if indicate� in the Scope of Work Description in Section IV -- Technical Specifications and as defined in Section III — General Conditions. 17 IDENTICAL TIE BIDSNENDQR DRUG FREE WORKPLACE 17.1 In aco�rdance with the requirements of Section 287.087 Florida Statutes regarding a Vendor Drug Free Workplace, in the event of identical tie bids, preferen�ce sha11 be given to bidders with drug-free workplace progams. VVk�enever two or more bids which are equal with respect to price, quality, and sezvice are received by the City for the procurement of comrnodities dr eontractual serv�ices, a bid received from a business xhat certifies that it has implemented a drug-free workplace program shall be given preference in the award process. Established proc�ures 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 pt'ogram, a contractor shaJl supply the City with a certificate containing the following six statements and the accompanying certification statement: (1) Publish a sta.tement notifying employees that the unlawful rnanufaciure, distritiution, ' dispensing, possession, or use of a controlled substa.nce is prohibited in the workplace and spectifying the actions that will be talcen ag�inst employees for violations of such prohibition. '�J � � 1 1 1 � � s�;onu r (2) Inform employees as to the dangers of drug abuse in the workplace, the busi�ness's policy af maintaiiung a drug-free workplace, any available drug counseling, rehabilitation, and employee assistance programs, and the penalties that rnay be irnposed upon exnployees for drug abuse violations. (3) Give each employee engaged in providing the comrnodities or contra�ctual services that are under bid a copy of the sta.tement specified in subsec�ion (1). (4) In the statement specified in subsection (1}, riotify the emplayees that, as a condition of working on the comrnodities or contractual services tb,at are under bid, the employee will abide by the terms oF the sta.tem�ent and will notify the employer of any conviction of, or plea of guilty or nolo contendere to, any violarion of chapter 893, or of any contxolled 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. (� lmpose a sanction on, or require the satisfactory participat�on in a ci�ug abuse assistance or rehabilitation program if such is available in the employee's commwuity, by any eix�ployee who is so convicted. (6) Make a good faith effort to cantinue to maintain a drug-free workplace throup,h implementation of this section. I certify that this fixm does/does not (select anly one) fully comply with the above requirements. Page 6 of 9 Revised: 7/17l2008 Section [I — Instructions to Bidders 18 AWARD OF CONTRACT 18.1 Discrepancxes between words and figures will be resolved xn favor of words. Discrepancies in the multiplicatian of units of work and unit prices wzll be resolved in favor of the unit prices. Discrepancies between the indicated sum of any column of figures and the correct surn 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 persans and organizations proposed by the Contractor for the Work. The City may conduct such investigations as the City deerns necessary to assist in the evaluation of any Sid and to establish the responsibility, quali�ications and financial ability af Bidders, proposed Subcontractors, Suppliers and other persons, and organiza.tions 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 inclicates to the City that the award will be in the best interest of the City. 18.4 Awazd of contract will be made for that cornbination of base bid and alternate bid items in the best interest of the City, however, unless otherwise specified all work awarded will be awarded to only one Contractor. 19 BID PROTEST 19.1 RIGHT TO FROTEST: 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 protast procedures�set forth in this section. 19.2 PROTEST PROCEDURE: SectionII A. A protest with respect to the specifications of an invitation for bid or request far proposal shall be subzxutted in writing a minimum of five (5) work days �rior to the opening af the bid ar 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 far proposal will be printed an the bid/request document itself. B. Pmtests in respect to award of contract shall be submitted in writing a maximum of five (5) work days after notice of intent to award is posted, or is mailed to each bidder, which ever is earlier. Notice of intent to award will be forwarded to bidders upon telephonic or written request. Protests of recom�nnended award shauld cite specific paztions af the City of Clearwater Code of Ordinances that have allegedly been violated. C. Exceprions to the five (5) day requirements ;noted in both A and B above may be granted if the aggr,�ieved person could have not been reasonahly expected ta have knowledge o�the facts giving rise to such protest prior ta the bid opening, posting of Page 7 of 9 Revised: 7/17/2008 � �_� L' � � 1 Section 11 — Insnvctions to Bidders intent to award, or due date for requests for pmposals. Request for exceptions should be made in writi.ng, stating reasons for the exception. D. 'The Purchasing Manager shall respond to the formal written pratest within five (S) work days of receipt. The Purchasing Manager's response will be fully coordinated with the appropriate Department Director axad the Assistant City Manager. � E. If the protestor is not satisfied with the response frorn the Purchasing Marxager, helshe may then submit in writing withiia five (5) work days of receipt of that response his/hex reason for dissatisfaction, along with capies of his/her original , formal protest letter and the response from the Purchasing Mar►ager, to th� City Manage;r_ F. The City Manager as Purchasin� 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. r L.� L; u r1 I I LJ 19.3 PROT'EST FEE: When filizig a formal protest, the protesting vendor must include a fee in the amount of 5% of the selected veindor's total bid to offset the City's additional expenses related to the protest. This fee shall not eacceed $2,500 nor be less than $50. If either the Purchasing Manager or the City Man�ager upholds the protest, the City will re�und 100% of the fee pa�d. 19.4 STAY OF PROCUREMENT DURING PROTEST: In the event of a timely pxotest, the Purchasing Manager shall not proceed with the solicitation or award of contract until a11 administrative remedies have been e7chausted or until the City Manager makes wnitten detertnination that the award of contract without delay is necessary to pratect 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 cuxrent revisions of these laws. � 21 CONSTRUCTION SITE EROSION AND SEDIMENT CONTROL MANAGEMENT MEASURES ' 1 ' � 21.1 The Bidder shall comply with the provisions of the Environmental Protection Agency (EPA) National Pallution Discharge Elimina.tian System (NPDES) stormwater pernn�it and implement stormwater pollution prevention plans (SWPPP's) or starmwater management programs (both usin� best managernent practices (SMPs) that effectively reduce or prevent the discha�rge of pollutants in.to receiving waters. , section[I ' A. The control of constructron-related sediment laadings is critical to maintaining water quality. The implernentation of proper erosion and sediment control practices during the construction stage can significantly reduce sediment loadings to surface waters. Page 8 of 9 Revised: �/17/2008 � Section II — Cnstructions to Bidders � B. Prior to land disturbance, prepaxe and implement an approved erosion and sediment contral plan or similar administrative document that contains erasion and sediment control provisions. � NPDES Management Measures available at Citv of Clearwater Engineering Environmental Division and EPA websites to help address construction-related Best Management Practices. � References EPA vvebsite L� 1 � , r � C] � � C7 � Cl 1 Sectionll Page 9 of 9 Revised: 7/17/200$ , � � r �� C� � � i � [-] � 1 C� i 1 �.� � 1 1 1 1 L.J CJ �� , ' C� r � � 1 r C� � r 1 ' r 1 SECTION III GENERAL CONDITIONS Table of Contents: 1 DEFINITZONS ..................................................................................................................1 2 PRELIMINARY MATTERS .................................................................:......................... 5 2.l DELIVERY OF BONDS AND CERTIFICATES OF INSURANCE ..........................:. 5 2.2 COPIES OF DOCUMENTS .................................:.........................................:................ 5 2.3 COMMENCEMENT �F CONTRA,CT TIlvIE/NOTICE TO PROCEED; STARTING THEPROJEC'I' ................................................................................................................ 5 2.4 BEFORE STARTIlVG CONSTRUC'IION ..................................................................... S 2.5 PRECONSTRUCTION CONFERENCE ........................................................................ 5 2.6 PROGRESS MEETINGS ................................................................................................ 6 3 CONTRACT DOCUMENTS, INTENT ......................................................................... 6 3.1 INTENT ...........................................................................................................................6 3.2 REPORTING AND RESOLVING DISCREPANCIES .................................................. 7 4 AVAILABILXTY UF LANDS; SUBSURFACE AND PHYSICAL CONDITTONS; REFERENCE POIlVTS .................................................................................................... 7 4.1 AVAILABILITY OF LANDS ......................................................................................... 7 4.2 1NVE5TIGATT�NS AND REPORTS .............:............ .._. 7 . . . ........... ............ . 4.3 PHYSICAL CONDITIONS, iJ1VDERGROUND FACILITIES ..................................... 8 4.4 REFERENCE POTNTS ....................................................................................... 5 SONDS AND INSURANCE ............................................................................................ 8 5.1 PERFORMANCE AND PAYMENT BOND/CONTRACT BOND ............................... 8 5.2 IlVSURANCE ................................................................... ................................................ 9 5.2.1 WORKER'SCOMPENSA7'IONINSURA.NCE ..............................................:..........1� 5.2.1 PUBLICLIABII,I7YAND PROPERTYDAMAGE COVERAGE ............................ 10 5.2.3 COMPREHENSIVEAUTOMOBII.ELIABILITY.....--• ............................................I1 5.3 WANER OF RIGHTS ..................................................................................................11 6 CONTRACTORS RESPONSIBILITXES .................................................................:...12 6.1 SUPERVISION AND SUl'ERINTENDENCE ......:...................................................... 12 6.2 LABOR, MATERIALS AND EQUIPMENT ............................................................... 13 6.3 SUBSTTT`U"�'ES AND "OR EQUAL" ITEMS .............................................................. 13 6.4 RESPONSIBILITY FOR SUBCONTRA.CTORS, SUPPLIERS AND OTHERS........ 14 6.S USE OF PREMISES ............................................................................. �.s.l sTACr�rc.4r�s ....................�---------...................................................................... rs 6.5.2 RESTORATI�NTUqELIMITS ....................•----�--.......-------------........_........................15 6.6 LIGENSE AND PATENT FEES, ROYALTIES AND TAXES ................................... 15 6.7 LAWS AND REGULATIONS ...................................................................................... 16 b.8 PERMTI'S .......................................................................................................................16 6.9 SAFETY AND PROTEC'I'ION ..................................................................................... 16 b.10 EMERGENCIES ............................................................................................................17 6.11 DRAWINGS ..................................................................................................................17 SectionTTY i 9/9/2008 6.1 X.1 SHOP DRAWINGS, SAMP�.ES, RFIs, and SUBMITTAL .REVIEW....... 6.X 1.2 AS-BU1ZT DRAWINGS ........................................................................... 6.11.3 CAD STANDARDS ...................................�---...----------.............................. 6.11.4 DELIVERABLES :...................................................�-.............................. 6.12 CONTRACTOR'S GENERAL WARRANTY AND GUARANTEE.......... 6.13 CONTINUING THE WORK ..............................••--••----•............................. 6.14 1NDEMNIFICATION----- • ............................................................................ 7 7.1 7.2 8 9 9.1 9.2 9.3 9.4 9.5 9.b 10 11 ].2 13 ].4 11.1 11.2 11.3 13.1 13.2 13.3 13.4 13.5 13.6 13.7 14.1 14.2 14.3 14.4 14.5 14.� 14.7 14.8 ................. 17 ................. I S ................. 20 ................. 22 ................. 22 .................. 23 .................. 23 OTHERWORK .............................................................................................................. 23 RELATED WORK AT SITE .:..............................................................................•--..... 23 COORDINATION .............................. ........................................................................... 24 OWNERS RESPONSIBILxTY ...................................................................................... 24 ENGINEER'S STATUS Di7RING CONSTRUCTION .............................................. 2�t OWNERS REPRESENTATIVE ................................................................................... 24 CLAR�'ICATIONS AND INTERPRETATI�NS--•--• .................................................. 25 REJECTING OF DEFECTIVE WORK ........................................................................ 25 SHOP DRAWINGS, CHANGE ORDERS, AND PAYMENTS .................................. 2S DECISIONS ON DISPUTES ................................................................ ... 2S ..................... LIMITATIONS ON ENGINEER'S RESPONSIBILITIES ........................................... 26 CHANGES IN THE WORK .......................................................................................... 26 CH.r1NGES IN THE CUNTRACT PRICE ...............................................•-•--------......... 27 CHANGES IlV THE CONTRACT PRICE .................................................................... 27 ALLOWANCES AND FINAL CONTRACT PRICE ADJUSTMENT ....................... 29 UNIT�RiCE WORK .................................................................................................... 29 CHANGES IN THE CONTRACT TIME .................................................................... 29 TESTS AND INSPECTIONS, CORRECTION, REMOVAL UR ACCEPTANCE. OF DEFECTIVE WURK ............................................................................................... 30 TESTS AND IlVSPECTION .......................................................................................... 30 UNCOVERING THE WORK ....................................................................................... 31 ENGINEER MAY STOP THE W�RK ...................... ... 31 ............................................... CORRECTION OR REMOVAL OF DEFECTIVE WORK ....................................:... 31 WARRANTY/CORREC'I"ION PERIOD ...................................................................... 32 ACCEPTANCE OF DEFEG"TNE WORK ................................................................... 32 OWNER MAY CORRECT DEFECTIVE WORK ....................................................... 32 PAYMENTS TO CONTRA,CTOR AND COMPLETION ......................................... 33 APPLICATION �OR PROGRESS PAYMENT ........................................................... 33 CONTRACTOR'S WARRANTY OF TITLE ............................................................... 34 REVIEW OF APPLICATTONS FOR PROGRESS PAYMENTS ................................ 34 PARTIAL UTILIZATION ..............................................................•-••-•-•-•-----�-•............ 35 FINAL INSPECTION ................................................................................................... 35 FINAL A�PLICATION FOR PAYMENT ................................................................... 35 FINAL PAYMENT AND ACCEPTANCE ................................................................... 36 WAIVEROF CLAIMS ................................................................................................. 36 SectionIIl �1 9/9/2008 ' � 1S 15.1 15.2 15.3 16 17 1$ 17.1 17.2 17.3 17.4 17.5 17.6 18.1 18.2 18.3 18.4 18.5 18.6 18.7 18.8 19 19.1 19.2 19.3 zo 21 2Z 23 24 SUSPENSION OF WORK AND TERMINATIO\ .................................................... 37 �WNER MAY SUSPEND THE WORIC ...................................................................... 37 OWNER 1VIAY TERMiNATE ..............................................•--------•-.........................._.. 37 CONTRACTOR MAY STOP WORK OR TERMINATE ........................................... 38 DISPUTERESOLUTION .............................................................................................. 38 MISCELLANEOUS.................................•---.................................................................. 39 SUSMITTAL AND DOCUMENT FORMS ................................................................. 39 GNINGNOTICE .......................................................................................................... 39 NOTICE OF CLAIM ................... ................................................................................. 39 PROFESSIONAL FEES AND COURT COSTS INCLi.]DED ..................................... 39 ASSIGNMENT OF CONTRAC'T ................................................................................. 39 RENEWALOPTION .................................................................................................... 39 PROJECT INFORMATION 3IGNS ............................................................................ 40 SCOPEAND PURPOSE ............................................................................................... 40 'TYPE OF PROJECT SIGN, FIXED OR PORTABLE ................................................. 40 FIXEDSIGN ................................................................................................................. 40 PORTASLESIGNS ...................................................................................................... �40 SIGNCOLORTNG ......................................................................................................... 40 SIGNPLACEMENT ..................................................................................................... 4Q SIGNMAINTENANCE ................................................................................................ 41 TYPICALPROJECT STGN .......................................................................................... 41 OWNER DIRECT PURCHASE (ODP) OPTION ....................................................... al GENER.AL ...............: ........... .............................................................. ............................ 41 PROCEDURE................................................................................••-............................. �41 RLSPONSISILITIES .................................................................................................... 42 ORDER AND LOCATION OF THE WORK ..:........................................................... a4 AWARD OF CONTRACT, WORK SCHEDULE AND GUARANTEE .................. 44 RF�IDENT NOTIFICATION OF START OF CONSTRUCTION .......................... 44 MATERIALUSED ................................................................................................... . 45 CONFLICT SETWEEN PLANS AND SPECIFYCATIONS ..................................... 46 SectionIlI iii 9/9/a008 Section lil — General Conditions 1 DEFINITIONS Addenda Written or graphic instruments issued prior to the opening of Bids which clarify, correct ar change the Bidding Requirements or the contract documents. Agreement The written contract between Owner and Contractor covering the Work to he 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 accornpanied by such supporting documentation as is reguired 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 irnply 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 Sid, instructions to bidders, the Bid form, and the proposed Contact Documents (including all Addenda issued prior to receipt of Bids). Bonds Pe�ormance and payment bonds and other instz�uments pf security. Change Order A. written order to Contractor signed by Owner and Contractor authorizing an addition, deletian 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, k'lorida. Construction Inspector A persan who is the authorized representative of the Engineer and inspects City construction �rojects in order ta insure the Contractar's work complies with the intent of the contract dacuments. Contract Documents The Agreement, Addenda (which pertain to the Contract Documents), Contractar's Bid (including documentation accompanying the bid and any post-Bid documentation submitted prior to the execution uf the Agreement) when attached as an exhibit to the Agreement, the Bonds, Instxuctions ta Bidders, these General Conditions, any Supplementary Conditians, the Specifications and the Drawings, any other exhibits identified in the Agreement, together with all Modi�xcations issued after the execution of the Agree�n ent. SectionlII Page 1 of 46 9/92008 1 1 , �� ..� �J � , � 1 [� ' r , ' Section 1[I — General Conditions Cotttract Price The Contract price constitutes the total compensatian (subject to authorized adjustments) payable by Owner to Cantxactor for perfornung the Work. Contract Time The number of days or the date stated in the Agxeement for the completion of the Work. Contractor T'he 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 agreemen.t has been made by the City af Clearwater or its duly authorized representative: Critical Path Method Construction Schedule--CPM A gaphic format construction schedule that displays construction activities as they relate to one another for the purpase of identifying the mast efficient way to perForm the work " in a timely manner. The critical path identifies which activity is cxirical to the execution of the schedule. r.. A calendar day of twenty-four (24) hours measured from midnight to the next midnight. Defective , An adjective which when modifying the word Work re%rs to Work that is unsatisfactory, faulty or deficient, or does not con.form to the Contract Docurnents or does not meet the requirements af any inspection, reference standard, test or approval referred to in the Contract Documents, or has bcen damaged prior to Engineers recornmendation of final payment. Drawzngs The drawings, which will be identified in Technical Speci�ications or the Agreement, which show the character and scope of the Work to be performed and which have b�n prepared or approved by Engineer and are referred to in the contract documents. Shop drawings are not Drawings as sa defined. Engineer The duly ap�inted representative af 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. Engineer's Corfsultant A Person having a contract with Engineer to furnish services as Engineer's independent professional associate or consultant with respect to the Project and who is identified as such in the Supplementary Conditions. F.D_O.T Specifacations , The Standard Specifications for Road and Bridge Construction as issued by the Flarida Department of Transportat�on (latest English edit�an). �J �l � 1 Furnish The words "furnish", "furnish and install", "install' ; and "provide" or words of similar meaning shall be interpreted, unless otherwise specifically stated, to mean "fiirnish and install complete in place and ready for service". Irtspection The term "inspection" and the act o£ inspecting rneans examination of construction to SectionlII Page 2 af 46 9/9/2008 Section Il1— General Conditions ensure that it conforms ta the design concept expressed in the Drawings and Specifications. These terms shall not be canstrued to mean supervision, superintending or overseeing. Laws u�zd Regudations Any and all applicable lavvs, rules, regulations, ordinances, codes and orders of any kind af governrnenta,l bodies, agencies, authorities and courts having jurisdiction. Liens Liens, charges, security interests or encumbrances upon real property or personal Pr�P�Y• Milestone A principal event specified in the contract Documents relaring to an intermediate completXOn date or time prior ta the final completion date. Notice to Proceed (NTP) A written notice given by the Ovvner to the Contractor fixing the date on which the Contract Time will cotx�.rnence to run and on which Contractor shall start to perform his obligations under the Contract Documents. Qwner Person Tbe City of Clearwater, Pinellas County, �lorida. For the purposes o� 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 Wark is cornpleted. A natural person or a corporation, partnership, firm, organizatian, or other artificial entity. Project The total construction of which the Work to be provided under the Contract Docurrxents may be the whole or a part as iridicated elsewhere in the Contract Documents. , Partial Utidization Use by Ovtimer of a substantially completed part of the Work for the purpose for which is intended (or a related purpose) prior to �inal 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 titxies that wark is progressing. The names and positions of these persons sha11 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 Informataon (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 ather data which are specifically prepared by or for Contractor to illustrate sorne portion of the Work and all illustrations, brochures, standard schedules, performance charts, instructions, diagrams and other SectionIll Page 3 of 46 9/9/2008 ' � ' � �� 5ection III — General Conditions information prepared by a supplier and subrnitted by Contractor to illustrate matezial or equipment for sorn� portion of the Work. Speczfications Those portions of the Contract Documents consisting of written technical descriptions of materials, equipment, construction systems, standazds and workmaiaship 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 ' `i'k�e Work (or a specified part thereo� which has progressed to the point where, in the opinion of Engineer, as evidezxced by Engineer's definitive certificate of Substantial Completion, it is sufficiently complete, in accordance with the Contract dacuments, 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 recom�mendatian of final payment. "The ternls � "substantially complete" and "substantially cornpleted" as applied to all or part of the Work refer to Substantial Completion thereaf. �I � � 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 fumish materials or equipment to be incorporated in the Work by the Contractor. C� 1 1 , ' , Surety A�ny person, firm or corpora.tion which is bound with Contractor and which engages to be responsible for Contractnr and his acceptable performance of the Work by a Bid, Performance or Payment Bond. Underground Facilities All pipelines, canduits, ducts, cables, wires nnanholes, vaults, tanks, tunnels or other such facilities or attaclaments, and any encasernents containing such facilities which have been � installed underground to furnish any of the following services or materials: electr'icity, gases, steazq liquid petroleurn products, telephone or other communications, cable teJ.evision, sewage and drainag� rennoval or treatment, traffic or other control systexzas or water. Undt Price Work Work to be paid for an the basis of unit prices. A�ark The entire completed construction or the variaus separately iden�tifiable parts thereof required to be fumished under the Contract Docunnents. Work includes and is the result of perfornning or fumishing labor and incorporating materials and equipment into the construction, and performing or fwnishing services and furnishing docurnents, all as required by the Contract Documents. ' SectionIII 1 Page 4 of 46 9/9/2008 Section 1[I — General Conditions Work Change Directive A written �irective to Contractor, issued on or after the Effective Date of the Agreement and signed by the Enginee�r, ordering an addition, deletion, or revision in the Wo;rk, ar 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 neg�tiations by the parties as to its effect, if any, on the Contract Price or Contract Times. 2 2.1 PRELIMINARY MATTERS DELIVERY OF B�NDS AND CERTIFICATES �F INSURANCE When Contractor delivers the executed Agreements to the Owner, Contractoz shall also deliver to the Owner such Sonds and Certificates. oi Insurance as Contractor may be rec�uired to furnish by this contract. � 2.2 COPIES OF DOCUMENTS Engineer shall furnish to Contractor two (2) copies of Contract Documents for execution. Additional copies will be fumished, upon request, at the cost of reproduction. 2.3 COMMENCEMENT OF CONTRACT TIMElNOTICE TO PROCEED; STARTING THE PROJECT The Contract Time will commence on the day indicated in the Notice to Proceed. Cantractor shall start to perfarm the work on the date the Contract Time commences to run. No work shall be done at the site prior to the date that the Contract Time commences to run. 2.4 BEFORE STARTING CONSTRUCTION Be%re undertaking each part o£ the Work, Coz�tractor shall carefully study and cornpare the Contract Documents and check and verify pertinent figures shown thereon and all applicable field mea.sureir�ents. Contractor shall promptly report in writing to Engineer any conflict, error or discre�ancy which Contractor may discover; and shall obtain a written interp�retation or clarification from Engineer beiare proceeding with any work effected thereby; however, Contractor shall not be liable to the Owzier for failure to report any conflict, error or discrepancy in the Drawings or Specifications, unless Contractor had actual �cx�owledge thereof or shauld reasonably have known thereof. No verbal agreement or conversation with any officer, agent or em��loyee of the Owner ar Engineer's Consultant, either before or after the execution of this Contract, shall affect or rnodify any o£ the terms or obligations herein contained. Contractor shall not commence any wark at any time without approved insurance required by these General Conditions. Failure to abtain this insurance will be the sole responsibility of the Contractor. 2.5 PRECONSTRUCTIQN C�NFERENCE Within twenty (20) days ai Award oi Contract and before the start oi the Wozk, the Engineer shall schedule a�reconstruction conFerence to be attended by Contractor, Engineer, Owner and SeckionIII Page 5 of 46 9�`1�005 1 Section 111— General Conditions � others as appropriate to establish a working understanding ainong the parties as to the Work and to discuss the schedule of the Work and general Contract procedures. ' The Cantractor sha11 deliver to the Owner at the Preconstructian Conference a color Critical Path Method (CPM) Construction Schedule. This is to be a sequence of events including submittal raview and procurennent. Notice ta Proceed is usually established at this confecence and such , date can be inserted into the schedule at that rinne. 'The Contractor shall also bring a Submittal Schedule for review by the Engineer. This is to nnake sure that the list is coxnplete and this schedule shall be the basis of a 5ubnnittal Log. � The Cantractor shall deliver to the Owner at the preconstrucrion conference a completed Emergency �all List and a completed Authorized Signature List. The Owner or the Engineer's Consultant shall deliver to the Contractor at the preconstruction ' conference a project disk that has all of the necessary data and survey control points for the puipose of construction stakeout and as-built survey. � The Owner or the En�ineer's Consultant shall deliver to the Contractor at the preconstrucrion conference a Contractor evaluation package. 'This is for the purpose of rating the Contractor's performance for refezence when considering future contracts and bid prequalification. � 2.6 PROGRESS MEETINGS �J Ir -� I L � The Contractor is required to attend Progress Meetings. These rneetings will be schedule 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 infoxrnation (RFI) log, a look-ahead schedule to cover the project activity &om the current meeting to the next rneeting, axad all rnaterial test reports generated in the same time period. 3 CONTRACT DOCUMENTS, INTENT i 3.1 INTENT Th�: Contract Documerxts comprise the entire Agreement between Owner and the Contractor ' concerning the Work. They rnay 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 a11. It is the intent of the Contract Documents to describe a funetionally complete project (or part thereo fl to be , constructed in accordance with Che Contract Documen�ts. Any Work, rnaterials or equipment which rnay reasonably be inferred £rom the Contract Documents or from prevailing custozin or from trade usage as being reyuired 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 const�ruction industry or trade meaning, are used to describe Work, rnaterials or equipment, such words ar phrases shall be interpreted in accordance with that rneaning. , Clarificarians and inteipretations of the Contract Docurnents shall be issued by the Engineer. Reference to standards, specificarions, rnanuals ar cades of any techzaical society, organization or assaciation, or to the cod�, Laws or Regulation of amy governmental authority, whethe�r such , reference be specific or by implication, sha11 mean the latest standard specification, nnanual or code, or Laws or Regulations in �ffect at the tirne of opening of Bids except as rnay be othervvise specifically stated in the Contract Dacuments. However, no pravision of any referenced standard � specificarion, manual or code (whether or not specially incorporated by reference in the responsibiliries of Owner or Contractor as set forth in the Contract Documents) shall change the duties and responsibilities of Owner, Cantractor or Engineer, or any of their agents ar employees , Se�tionIlI Page G oF 4b 9/9/2008 1 5ection Ill — General Conditions from those set forth in the Contract Documents. Clarifications and interpretations of the Contract shall be issued by the Engineer. 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 en�orced as through it were included herein, and if through mistake or otherwise, any such provision, is not inserted, oz if not conrectly inserted, then upon the application of eithEr party, the Contract Documents shall forthwith be physically amended to make such insertion. T�e various Contract Docunaents shall be given precedence, in case of conflict, enror or discrepancy, as follows: Modifications, Contract Agreement, Addenda, Supplementary Conditions, General Conditions, Drawings, Techzxical Specifications. In a series of Modifications or Addenda the latest will govern. 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, s�ecification, mac�ual or code or of any instruction of any Supplier, Contractor shall report it to the Engineer in writing at once, and Contractor shall not proceed with the Work affected thereby (except in an emergency) until an amendment or supplement ta Contract Docwments has been issue� by one o� the rnethods provided in these General Specifications, provided lnowever, that Contractor shall not be liable to Owner, or Engineer for failure to report allj� 5UGY1 COIlfl1Ct, error, arnbiguity or discrepancy unless Conbtactor knew or r�asonably should have known thereof. 4 4.1 AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE P�INTS AVAILABILITY OF LANDS Tl�e �wne�r shall furnish, as indicated in the Contract Documents, the lands upon which the Work is to be Performed, rights-of-way, easements for access thereto, and such other lands which are designat�i far the use of contractor. The Owner shall identify any encumbrances or restrictions not of general application but specifically related to use of lands so fuznished with which contzactor will have to comply in perfornning the Work. Easements for permanent structures or permanent changes in existing facilities will be obtained and paid for by the Owner, unless otherw�ise provided in the Contract Documents. � 4,2 INVESTIGATIONS AND REPORTS Reference is made to the Supplementary Conditions and Techzxi.cal 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 upan by Engineer in preparation of the Drawings and Specifications. Such T�bl"�5 are not guaranteed as to accuracy or completeness and are not part of the Contract Documents. Contractor shall promptly notify the Engineer in writing of any subsurface or latEnt physical conditions at the site, or in an existing structure, differing materially from those indicated or refezxed to in the Contract Documents. Eng7ineer will pzomptly review those conditions and advise if further investigadon or tests are necessary. Owner or Engineer sha11 obtain the necessary additional investigations and tests and furnish copies to the Engineer and SectivnIII Page 7 0£46 9/9/2D0$ � 1 1 1 1 ' 1 1 1 ' 1 � 1 ' 1 Section III — General Conditions Contractor. Yf Engineer finds that the results of such investigations or tests indica.te 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 4rder will be issued incorporating the necessary revisions. 4.3 PHYSICAL C�NDITIONS; UNDERGROUND FACILITIES The information and data shawn or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the site is based on inFormation and data fiarnished to Owner ar Engineer by the owners of such Underground Facilities or by others. Unless otherwise expressly provided in the Contract Docuraents, 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) locatin.g all Underground Facilities shown or indicated in the Cantract Documents, (iii) coordination of the Work with the owners of such Under�round Facilities during construction, and (iv) the safety and protection of all such Underground Facilities and repairing any darnage thereto resulting frorn the Work. Th� Contractor is required to call the LOCAL PUBLIC UTII.ITY NOTIFICATION CENTER prior to any exca.vation per State regulations and to notify any utility owners who are not a member of the LOCAL PUBLIC UTILTTY NOTIFICATION CENTER prior to any excavation. The LOCAL PUBLIC UTILITY NOTIFICATION CENTER is an agency for the protection and location of utilities prioz to any excavation and contact number is available in local telephone directory. 4.4 REFERENCE PQINTS Engineer shall provide engineering surveys to establish reference points for construction, which in Engineer's judgnent are necessazy to enable Contractor to proceed with the Work. Contractar shall be responsible for laying out the Work, sha11 protect and preserve the established reference points and shall make no changes or relocations without the prior written appmval of the �wner or Engineer: Cantractor shall repart to Engineer whenever any reference point is lost or destroyed or requires relocation beca.use of necessary changes in grades or lacations, and shall be responsible far the accura.te replacement or relocation af such reference points by a surveyor licensed in the State of Florida. 'The Contractar is referred to the Technical Specifications for more specifie information regarding the provision of construction suxveys. If a Owner survey crew is assigned to the project and there is excessive stake replacement caused by negligerice of Contractor's forces, after initial �ine and grade have been set, the Cantractor will be char�ed at the rate of $100.00 per hour. Time shall be camputed for actual time an the project. All time shall be computed in one-h,our i;ncrernen,ts with a rninimurn charge of one hour. � 5.1 BONDS AND INSURANCE PERFORMANCE AND PAYMENT BOND/GONTRACT BOND ' Contxactor shall furnish a Performance and Payment Bond in an amount at least equal to the Contract Price as security for the faithful perf'ormance and paymeixt of all Contractor's obligations under the Contract Docurnents. This bond sha11 remain in effect at least one year after � the date when final payment becomes due, unless a lan�er period of time is prescribe� by laws and regulations or by the Contract Documents. Contractor shall also furnish such ather Bonds as are required by the Supplementary Coziditions. All Bonds shall be in the form prescribed by the ' SectionllI Pa�e 8 of 46 9/9/2008 1 Section III — General Conditfons Contract Documents and shall be executed by such sureties as are n�amed in the current list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Cornpanies" as published in Circular 57Q (amended) by the Audit Staff, Bureau of Governrnent Financial Operations, U.S. Treasury Departme�nt. All bonds signed by. an agent must be accompanied by a certi�ied copy of such agents' authority to act. All bonds shall be deexned to contain all of the Conditions of Section 255.05, Florida Statutes, even if such lan�guage is not directly contained within the bond arid the Surety shall be licensed and qualified to do busi:ness in the State of Florida_ Owner reserves the right to reject any surety. If the Surety on any Bond £uxnished lay the Contractor is declared bankrupt ar becomes insolvent ar its right tp 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 Band and surety, bath of which must be acceptable to Owner. 5.2 INSURANCE Contractor shall �urchase and maintain such liability and other insurance as is appropriate for the Work being performed and furnished and as will provide protection from claims set forth belaw which rnay arise out of or result frarn Contractor's performance and furnishing of the Work and Contractor's other obligations under the Contract Documents, whether it is ta be performed or £urnished by Contractor, and Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform or £ur�nish any of the Work, or by anyone far whose acts any of them may be liable for the following: (i) Clairns under worker's cornpensation, disability benefits and other similar employee benefit acts; (ii) Claims fo:r damages because of bodily injury, occupational sickness or disease, or death of Contractor's emplayees; (iii) Clairns £or damages because of bodily injury, sickness or disease, or death of any person other than Contractor's employees; (iv) Claims for damages insured by customary �ersonal injury liability coverage which are sustained by any person as a result of an offense directly or indirectly related to the ernploymezxt of such person by Cantractor, or by any other persan for any other reason; (v) Claixns for damages, othec than to the Work itself, because of injury to or destruction of tangible property wherever located, including loss of use resulting therefrom; and (vi) Claims for damages because of bodily injury or death af any person or property damage arisin� out of the ownership, maintenance or use of any motor vehicle_ The Contractor shall deliver ta the �wner, with copies to each additional insured identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by t$e Owner or any other additional in�sut'ed) w}uch Contractar is required to �urchase and maintain in accordance with this paragraph. 'The policies of insurance so requized by this paragraph to be purchased and maintained shall: (i) include as addihonal insured (subject to any customary exclusion in respect of professional liability) Owner of Clearwater and any other persons or entities identified in the Supplementary Conditions, all of whom shall be listecl as additional insured, and include coverage for the respective officers and employees of all such additional insures; (ii) include campleted operatians insurance; (iii) include contractual liability insurance covering Contractar's indemnity obligations in Article for Contractor's Responsibilities; (iv) contain a provision or endorsernent that the caverage afforded will not be canceled, materially changed or rene�vval refused until at least thirty days prior written notice has been given to the Owner, and Cantractor and to each other additional insured identified in the Supplemental Conditions to whom a certificate of insurance has been issued (and the certificates af inswrance furnished by the Contractor as described in this paragraph); (v) remain in effect at least until final payment and at all times thereafter when Conlxactor may be coxrecting, removing or replacing def�ctive Work in accardance with Article for Correcrion of Defective Work; (vi) with res�ect to completed SectionIIl Page 9 of 46 9/9/2008 ' � r� �' � � ' � �' � _' 1 Section Ill — General Conditions operations insurance, and any insurance coverrage written on a claims-n;�ade basis, shall rezmain in effect far at least two years afte�r fnal payment. Contractor shall funnish the Owner and each other additional insured identified in the Supplernentary Conditions to whorn a certificate of insurance has been issued evidence satisfactory to the Owner and arny such additional inswred, of continuation of such insurance at final payment and one year the;reafter and (vii) Nanae and telephane number of the authorized insurance agent for the Tnsurer. The limits of liability for the insurance required shall provide covexage for not less than the following arnaunts or greater where required by laws and regulations: 5.2.1� WQRKER'S COMPENSATIQN INSURANCE Contract Award Arnount Contract Award Amount Under $1,000,000. $1,000,000. and Over (1) Worke�rs' Cornpensation Statutory Statutory (2) Employer's Liability $500,Q00. $1,OOQ,Q00. ' 5.2.2 PUBLIC LIABILITY AND PROPERTY DAMAGE COVERAGE Cornprehensive General Liability including Premise/Qperations; Explosion, Collapse and —' Underground Property DarrAage; Products✓Completed Operations, Broad Form Contractual, Independent Contractors; Braad Form Property Damage; and Personal Injury liabilities: _1 ' 1 1 1 1 ' 1 Contract Award Amount Contract Award Amount Und�' $1,000,000. $1,0OO,OUO. and Over (1) Bodily Injtuy: $500,000. Each $1,OOO,Q00. Each Occurrence Occurrence $1,OOp,U00. Annual $1,0(K1,000. Atuival Aggregate Ag�egat� (2) Property Damag�: $SOa,OQO. Each $1,OOO,U00. Each Occurrence Occurrence $1,000,000. Annual $1,000,000. Annual � Aggregate Aggregate (3) Pezsonal InjurY, with $1,000,000. Annual $1,U00,0U0. Axuival ernployment exclusion deleted Aggregate Aggregate ' SectionlD ' Page 10 of 46 9/9/2008 5ection IlI — General Conditions 5.2.3 COMPREHENSIVE AUTOMOBILE LIABILITY including all owned (pr�vate and others), hired and non-owned vehicles: Contract Award Amount Contract Award Amount Under $1,000,000. $1,OOU,000. and Over (1) Bodily Injury $SOQ,000. Each Peraon $1,000,000. Each Person $500,000. Each Accident $1,000,000. Each Accident (2) Praperty Damage $SOO,D00. Each $1,00O,OOD. Each Occurrence Occurrence Receipt and acceptance by Qwner of the Contractor's Certificate of Insurance, or other similar docurnent does not constitute acceptance or approval of amounts or types of coverages, which may be less than required by these Contract Documents. The Owner shall not be responsib.le for purchasing and maintaining any property insurance to protect the interests of Contractor, Subcontractors or others in the Work. Owner may at its option require a copy of the Contractor's Insurance Policy(s). All insurance policies required within this Contract Document sk�all provide ;full caverage frozn the first dollar of exposure unless otherwise stipulated. No deductibles will be accepted without prior approval from Owner. Longshore and Harbor Worker's Campensation Act; Section 32 of the Act, 33 U.S.C. 932, requires an employer, r�vith employees in maritime employment, to secure the payment of benefits under the Act either by insuring with an insurance camier authorized by the U.S. Departm�nt of Labor, or to be authorized by the U.S. Department of Labor as a self insurer. For General Contr�ctors: Section 4(a) of the Act pravides that every employer shall be liable for and sha11 secure the payment to his employees of the compensation payable under Sections 7, 8, and 9 of the Act. In the ca.se o£ an employer who is a subcontractor, only if such subcontractor fails to secure the payment of compensation shall the contractor be liable for and be required to seeure the payment of compensation. 5.3 WAIVER OF RIGHTS The Owner and Conixactor intend that all policies purchased in accordance with Article on Insurance will protect the Owner, Contractor, Subcontractors, Engineer, Engineer's Consultants and a11 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 cantain 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 af the insured or additional insured thereunder, the Owner and Contractor waive all rights a�ainst each other an,d their respectiv� officers, directors, employees and agents for all losses and damages caused by, arising out of ar resulting firorn any of the perils covered by such policies and any other property insurance applicable to th� 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 ta be listed as insured or additional insured under such policies for lasses and damages so caused. None of the above waivers shall extend to SectianIII Page 11 af 46 9/92008 ' ' 1 1 C� 1 1 1 1 1 1 1 1 1 1 , 1 , , 5ection Il I— General Cunditions the rights that any patty rnaking such waiver may have ta the proceeds of insurance otherwise payable under any policy so issued. In additian, the Owner waives all rights against Contractor, Subcontractors, En�ineer, 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 duect 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 Praject or part thereof caused by, arising out of or resulting from fire or other insured peril covered by any property insurance rnaintained on the cornpleted Praject or part thereof by the �wner during partial utilixation, after substantial completion or after final payment. � s.� CONTRACTORS RESPONSIBILITIES SUPERVISION AND SUPERINTENDENCE Contractar shall supervise, inspect and direct the Work competently and efficiently, devoting such attention thereto and apply�ing such skills and expertise as may be necessary to per£ozm the Work in accordance with the Contract Docurnents. Contractor shall be salely respansible for the meat�s, rnethods, techniques, sequences and procedures o� construction, except that Contractor shall keep on the work at all times during its progress a competent resident superintendent. Contractor shall not be responsible for the negligence of others in the design or specificatian of a specific means, method, technique, sequence ox procedure of construction which is shown or indicated in and expressly reyuired by the Contract Dacuments. 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 z'esident superintendent, who sha11 not be replaced without notice to the Owner and Engineer, 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 comznunications to the superintendent shall be as binding as if given to Contractor. Tlae Contractor's superintendent shall keep a mabile cell phone on his person so he can be contacted wheiaever necessary. Contractor shall employ only competent persons to do the work and whenever the Owner's Engineer shall notify Contractor, in writing, that any persan on the work appears to be incompetent, unfaithful, disorderly, ar 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 Engineer. Contractor shall reimburse Owner for additional engincering and in.spection costs incurred as a result of overtime work in excess of the regular working hours or on the Ovvnec normally appmved halidays_ 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 reirnbursement of all Inspector overtirne hours. Withheld retainage shall not be released until the Owner has received this check. Min�imum number of chaxgeable hours for inspection costs on weekends or holidays shall be four hours. The cost of overtime inspection per hour shall be $60.00 per hour. SectivnIII Page 12 of 46 9�9�200g Section ill — General Conditions Contractor shall provide and znaintain in a neat and sanitary condxtion, such sanitary accommodations for the use of Contractor's employees as znay be necessary to comply with the requirements of Laws and Regulations and the Engineer. 6.2 LABOR, MATERIALS AND EQUIPMENT Contractor shall provide campetent, suitably qualified personnel to survey, lay out and canstruct the work as required by the Cantract Documexits. Contractor shall at a11 times maintain good discipline and arder at the site. Except as . otherwise required for the safety or protection of persons or the work ar property at the site or adjacent thereto, and except as otherwise indicated in the Contract Documents, all work at the site shall be performed during regular working hours and Contractor will not permit overtime wark or the performance of wprk on Saturday, Sunday, or any legal holiday without the Qwrier consent given after prior notice to Engineer. Unless otherwise specified in the General Requirements, Contractor shall fi�z'nish and assumE full responsibility far a11 materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, pawer, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other iacilities and incidentals necessary for the furnishing, performance, tesring, start-up a.nd cornpletion of the Work. All materials and equipment installed in the Work shall be of good quality and new, except as othervvise provided in the Contract Documents. Tf required by Engineer, Contractors shall furnish satisfactory evidence (including reports of required tests) as to the quality of materials and equipment_ The Cantractor sha11 pravide 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 mate�ials and �uiprment shall be applied, installed, cannected, erected, used, cleaned and conditianed in accordance with the instructions of the a�licable manufacturer, fabricator, supplier, or distributor, except as otherwise provided in the Cantxact Documents. The Owner of Clearwater, at its sole discretion, reserves the right to purchase major equipment ta be incorporated into the WORK under the Owner Direct Purchase (ODP) Option, ii indicated. in the Cantract Documents. Tn such event, the Contractor sha11 coo�rate and assist the Owner of Clearwater, at no additional cost, to implement the ODP documents and procedures. 6.3 SU�STITUTES AND "OR EQUAL" ITEMS Whenever an item of material or equiprnent is specified ar described in the Contract Documents by using the name o� a proprietazy itenn or the name af a particular Supplier, the specificatioz� or description is intended to establish the type, function and quality required. Unless the specificatioz� or description cantains or is followed by words reading that na like, equivalent or "or equal" item or no substitution is permitted, other items of material or �uipment or material or equiprnetit 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 egual to that named and sufficiently similar so that na change in related Work will be required, it may be considered by Engineer for approval. If in th� Engineer's sole discretion an item of material ox equiprnent proposed by Contractor does not qualify as ar� "or equal" itern�, it may be considered as a proposed substitute item. Contractor shall submit sufficient information as required by the Engineer to allow the Engineer to detern�ine that the itezxa, of material or equipment praposed is essentially equivalent to that named and is an acceptable substitute therefare. Request for review SectionIIl Page 13 of A6 9/9/2005 1 , 5eccion III — Gene��al Conditions 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 Engineer and will contain all information as Engineer deems necessary to rnaka a determinatian. All data provided by Contractor in support of any proposed substitute or "or equal" itern will be ' at Contractor's expense. Engineer will be allowed a reasonable time to evaluate each pmposal or submittal made per this paragraph. Engineer will be sole judge of acceptability. ' fi.4 RESPONSIBILITY FOR SUBCONTRACT�RS, SUPPLiERS AND OTHERS Contractor sha11 be fully responsible to Owner an�d Engineer for all acts and omissions of the ' Subcontractors, Suppliers and ather persons performing or fiunishing any of the work under a direct or induect contract with Contractor just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents shall create for tlne benefit of any such � Subcontractor, Suppliex or other person any contractual relationship between Owner or Engineex and any Subcontractor, Supplier or other person, nor shall it create any obligatian on the part of Owner or Engineer to pay or to see to the payment of any rnaneys 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 divisians and sections of the Specifications and the idezitifications of any Drawin�s shall not ' control Contractox in dividing thE work among Subcontractors or Suppliers or delineating t�e work to be perfarmed by any specific trade. ' ' 1 ' ' 1 _1 1 1 A11 work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement bEtween Contractar and the Su6contractar ar Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions af the Contract Docunne�rxts fox 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 ar Engineer rnay have reasonable objection. Cantractor shall not be required to exnploy any Subcontractor, Supplier ar other person or organization to furnish or perf'orrn an�y of the wnrk ag�inst whom Contractor has reasonable objection. Owner or Engineer will not undertake to settle any differences between Contractor and his Subcontractors or between Subcantractors. 6.5 USE �F PREMISES Contractor shall confine construction equipment, the storage of rnaterials and equipment and the operations of works ta 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, ar to the owner or occupant thereof or of any adjacent land ar areas, resulting frorn the performance of the Work. Should any claim be made by any such owner or occupant SectionITI Page 14 of 46 9/9/2008 3ection lil — General Conditions because of the performance of the Work, Contractor shall proznptly settle with such other party by negotiation or otherwise resolve the claim by axbitration or other dispute resolution proceed in or at law. Contractor shall, to the fullest extent permitted by Laws and Regulations, indemnify and hold harrtxless Owner, Engineer, Engineer's Consu�tant and their officials, directors, employees and agents frorn 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 owzter or occupant against Owner, Engineer or any other party indemnified hereunder to the extent caus�i by or based upon Contractor's perforzr�.ar�ce of the Work. During the prog�ress of the Work, Contractor shall keep the premises free from accumulations of waste materials, rubbish and other debris xesulting from the Work. At the completion af the Work or at intervals established by the Engineer, Contractor shall remove all waste materials, rubbish and debris frorn and about the premises as well as all tools, appliances, construction equiprnent and machinery and suiplus materials. Contractor shall restore to original condition all property not designated for alteration by the Conlract Documents. fi.5.1 STAGING AREAS The Contactor shall obtain and deliver to the Owner written permissian for the use of all staging a.nd storage areas outside of the Liznits of Construction. 6.5.2 RESTORATION TIME LIMITS The tirnely restoration of all impac"ted areas, especially right-of-ways, is very irnportant to the Citizens of Clearwater; therefore these time limits are im�osed: • Debris piles shall be removed within five (5) consecutive calendar days. + Concrete driveways and sidewalks sha11 be replaced within ten (10) consecurive calendar days of removal. Resident access shall be rnaintained at all times. • All arterial and collector roadways shall be restored ASAP. • I,ocal streets and asphalt driveways shall be restored as soon as a sufficient quantity is generated, however, this is never to exceed fifteen (1S) consecutive calendar days. Local and resident access shall be maintained at all tirnes. • Sod rnust be restored with ten (10) consecutive calendar days of a successful pipe pressure test. It must be watered for a period of thirty (30) days after it is place�. Erosion control and dust control of denuded areas must be rnaintained at all times. If the project or a portian of it does not involve xight-of ways, then a different sch�dule of sod restoration may be considered. 6.6 LICENSE AND PATENT FEES, ROYALTIES AND TAXES Contractor shaIl pay all license fees arAd royalties and assume all costs incident to the use in the perfon�ttance of the work or the incorporation in the Work of any invention, design, process, product or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product or device is specified in the Contract Docurnents for use in the performance of the work a.nd 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 Regulatians, Contractor shall indemnify and hold harmless Owner, Engineer, Engineer's Consultants and the officers, directors, employees, agents SectionIll Page 15 of 46 9/9/2008 , 1 1 1 1 ' �J � ' 1 ' ' 1 1 1 1 ' 1 1 , ' 5ection Ill — General Conditions and other consultants of each and any of them from and against all claizns, costs, losses and damages arising out of or resulting fram any infringement af patent rights or copyriglits incident to the use in the performance of the Work or resulting from the incorporatian in the Work of any invention, desig�n, process, product or device not specified in the Contract Documents, and shall defend all such claims in corinection 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 Regulation.s of the State af Flarida and other goverramental agencies, which are applicable during the perforxrxance of the work. ' 6.7 LAWS AND REGULATIONS Contractor shall give all notices and cornply with all Laws and Regulations applicable to ' fiunishing and performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, neither Owner nor Engineer sha11 be responsible for monitoring Contractor's cornpliance with any Laws or Regulations. If Contractor perfonms any 1 vvork knowing or having reason to know that it is contrary tu Laws or Regulatians, Contractor sha11 bear all claims, costs, losses and damages caused by or arising out of such wark: however, it shall not be Contractor's primary zesponsibility to make certain that the Specifica.tions and ' Drawin�s are in accordance wiCh La.ws and Regulations, but this shall not relieve Contractor of Contractor's obligatians to the Owner to report aiad resolve discrepancies as descr.ibed abov�. i� .� 1 1 , ' 1 1 1 1 ' 1 6.8 PERMITS Unless otherwise provided in the Supplementary Conditions, Contractor shall obtain and pay forr all consfixction permits and licenses. The Owner shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all govenunental charges and inspection fees necessazy 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 invesixnent fees. Unless otherwise stated in the Contract Docurnents, Owner of Clearwater Building Permit Fees will be waived. 6.9 SAFETY AND PR�TECTIDN Cantractar shall be responsible far initiaring, maintaining and supervising all safety precautions and pr�grams in cannection with the Work. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent da�mage, injury ar lass ta: (i) all petsons an the work site or wha may be affected by the wor�C, (ii) all the Work and materials and equipment ta be incorporat� therein, whether in storage on or off the site;, and (iii) ather property at the site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, struchues, utilities and Undergraund Facilities nat designated for remaval, relocation or replacement in the course of construction. In the event of temporary suspensian of the work, or dwring inclement weather, ar whenever Engineer may direct; Contractor shall, and shall cause Subcontractors, to protect carefully the Wark and materials against damage or injury fram the w�ather. If, in the opinion of Engineer, any portion of Worlc or materials shall have been damaged or injured by reason of failure on th,e part af the Contractor or any Subcontractars to sa protect the Work, such War�C and materials shall be removed and replaced at the expense of Contractor. The Contractor shall initiate and maintain an accident prevention progaram which SectionIIl Page 16 of 46 9/9/Z008 Section I►1— General Conditions shall include, but shall not be limited to the establishment and supervision of programs for the education and training oi e;mployees in the recognitzon, avoidance and prevention of unsafe conditians and acts. Contractor shall provide �rst sid services and rnedical 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 perfozmance throughout all phases of construction, repair, alteration ar demolition. Contractor sha11 require appropriate personal protective equipment in all operations where there is exposwre to hazaxdous conditions. The Engineer may order that the work sto� if a condition of imrnediate danger to the Owner's employees, equipment or if property damage exists. '�is 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 a11 safety requirements and for the sa£ety 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 prevexxt 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 darnage, injury or loss; and shall erect and rnaintain all necessary safeguaxds for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and utility owners when prasecutian of the work may affect th.em, and shall cooperate with thezn 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 Contracto�, any Subcontractor, Supplier or any ather person or organization directly or indirectly employed by any of them to perfarm or furnish any of the work ar 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 �ngineer has issued a notice to Owner and Cantractor that the Work is acceptable. 6.10 EMERGENCIES Tn 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 Engineer, is obligated to act to prevent darnage, injury or loss. Contractor shall give Engineer prompt written notice if Contractor believes that any significant changes in the Work or variations fi-orn the Contract Docurnents have been caused thereby. If Engineer determir�es that a change in the Contract Docurnents is required because of the action talcen by Contractor in respanse to such an emergency, a Work Change Directive or Change Order will be issued to dacument the cansequences of such action. 6.11 DRA1iVINGS 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 Dzawings will be complete with respect to quantities, dimensions, specified performance and design criteria, rnaterials and similar data to show Engineer the materials and equi�ent Cantractor proposes to provide and to enable Engineer to review the information. Contractor shall also subnnit Samples to Engineer for review and approval. Before subrnitting each Sho� Drawing or Sample, SectionIIl Page 17 of 46 9/9/2008 C� r ' 1 ' 1 ' , '�1 LJ ' ' 1 1 1 1 u ' � ' � 1 , 1 1 1 Section Ill �- General C�nditions Contractor shall have determined and verified: (i) aJ.l field measurezx►ents, quantities, dim.ensions, specified perfor�xiance criteria, installation requirements, materials, catalog numbers and similar inforrnation with respect thereto, (ii) all materials with respect to intended use, fabrication, shipping, handling, starage, assembly and installation pertaining to the performance of the Wark, and (iii) all info�nnnation relative to Contractor's sole responsibilities in respect to means, methods, techniques, sequences and procedures af constructian and safety precautians and programs incident thereto. Contractor shall alsa have reviewed and coordinated each Shop Drawing or Sample with other Shop Drawings and Samples with the requirements of the Work and the Contract Documents. Each submittal will bear a stamp or specific written indication that Contractor has sarisfied Contractor's obligations under the Contract Documents with respect to Contractor's review and approva.l of that submittal. At the time of submissian, Contractor shall give Engineer specific written notice of such variations, if any, that the Shop Drawin� or Satnple submitted may have &orn the requirements of the Contract Documents, such n.otice to be in a written communication separate from the submittal; and, in addition, shall cause a specific notation ta be made on each Shop Drawing and Sarnple submitted to Engineer for review and approval af each such variation. � The Contractor shall maintain a submittal log as tnentioned in Article Z.S. The Engineer shall ' receive updated capies at each progress meeting, and the Engineer shall respond to each submittal within twenty-one (21) consecutive calendar days. The Cantractor shall maintain a request for information (RFI) log as mentioned in Article 2.5. The E;ngineer shall receive ' updated copies at each progress rneeting, and the Engineer shall respand to each RFI within twenty-one (21) consecutive calendar days. The untimely submission of Submittal or RFIs shall not be �aunds for a delay clairn from the Contxactor. . ' 1 ' 1 1 1 1 1 1 1 Engineer's review and approval of Shop Drawings and Samples will be only to detexx�nine if the items covered by the submittals wi11, after insta.11ation or incorparation in the Worl�, conform to the info�xnation �iven in the Conixact 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 Cont�ract Documents) or to safety precautions or programs incident th�ereto. The review and approval of a separate item as such will not indicate approval af 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. Contractar'shall direct �ecific 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 frvm responsibility for any variation frorn 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 appraval of �ach such variation by specific written natation thereof incarporated in or accompanying the Shop Drawing or Sarnple approval; nor will any approval by the Engineer relieve the Contractor frorn responsibility for complying with the requirememts of paragraph above discussing field measurem�ents by the 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 jab site. The Contractor shall mark and SecrionIII Page 18 of 46 9�9�20(1g Section 111— Genera] Conditions annotate neatly and clearly all project conditions, locations, configurations and any other changes or devzations which may vary from the details represented on the original Contract �lan,s, 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 udliries that differ frorn the lacations indicated or which were not indicated on the Contract �lans 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 and the Engineer's Consultant at all times during the progress of the Praject. The As-Built Drawings shall be reviewed by the Owner Iaspector for accuracy and compliance with the requirements of "As-Built Drawings" prior to subrnittal of the montlaly pay requests. The pay requests shall be rejected if the rnarked-up blueline prints do not conforna to the "As- Suilt Drawings" requirements. As-Suilt Drawings shall be submitted to the O�vner Inspector for approval upon completion of the project and prior to acceptance of final pay request. Final pay request shall not be pmcessed until As-Built Drawings have been reviewed by the Engineer or the Engineer's Consultant for accuracy and completeness. Prior to placing new potable water mains in sexvice, the Contractor shall parovide the Engineer intersection drawings, as specified for the water mains. The Qwner's acceptance of the "As-Built Drawings" does not relieve the Contractor of the sole responsibility for the accuracy and completeness ofthe.As-Built Drawings. 6.11.2.1 General The Contractor sha11 prepare an"AS-BU�LT SURVEY" per chapter 61G17-b, Florida Adrninistrative Code (see definition balow), signed and sealed by a Florida registered land surveyor. The contractor will deliver to the Dwner tv�+o hard copies of signed and sealed As-Built Drawings and an AutoCAD file. 6l G17-6 002 Definition: (1 �)(a) As Built Survey: a survey performed to obtain horizontal and/or vertical dimensiorzal data so that constructed improvements may be located and delineated: also know as Recard 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 Qwner of Clearwater Consttuction Division upon substantial cornplation of the project. If this condition is not met, the OwneY will proctYre th� services of a Professional Surveyor and Mapper registered in the State of Florida and will back charge the contractor a fee of $1,$00 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 Sys�ems 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 supplie� on the construction plans. New sanitary service connections and replaced sanitary service connections shall be dimensioned to the nearest downstream manhole. All manholes, cleanouts and catch basin invert and rirn elevations, manhole and catch basin dimensions, pipe sizes, and pipe rnaterial 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. SectionIII Page 19 of 46 1 � 1 1 1 ' CI L ' � 1 1 ' , 1 1 1 9/9/2008 ' ' 1 ' Section lI[ — General Conditions fi.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 ve7rtical datum or utilize the stationing supplied on the construction plans. Coordinates shall be at a11 pipe bends, tees, valves, reducers, and deflections. Also all new and replaced service connections for potable and reclaimed vvater will be located as described ' above. Additionally there must be surv'ey coordinates no further than 100 feet apart on linear type construction and shall denote top of pipe elevation at those points. 1 1 1 1 1 ' 6.11.2.4 Electrical and Control Wir�ng 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 suppleme�ntal 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 diagraans shall show termunation lacation and wiring identification at each point on the ladder diagram. 6.1'1.2.5 Horizontal and Vertical Control Tl�e As-Suilt survey shall be based on the original datum used for the construction design pla,ns or if required by the Owner the datum shall be referenced to the North Atxaerican Datum of 1983/90 (horizontal) and the North Ame.rican Vertical Datwn of 198$. The unit of rneasurement sha11 be the United States Foot. Any deviation or use of any other datum, (harizontal and or vertical), must be approved by the Owner of Clearwater Engineering Deparnnent. 6.11.2.6 Standards The As-Built survey shall meet the Minimum Technical Standazds per Chapter 61G17 and the ' Clearwater CAD STANDARDS set forth below. In� addition to locating all irnpravements that pertain to the as-built survey it is the r�quirement of the Owner to hav� minirnum locat�on poixits at every chan�e in direction and no more than 100 feet apart on all pressure pipes. 1 1 ' 1 ' ' 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 dimension.s as the Plans. � 6.11.3 CAD STANDARDS 6.17.3.1 Layer fdaming 6.11.3.1.1 Prefixes and Suffixes DI prefix demotes 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 � sectionIII �J Page 20 of 4b 9/9/2008 6.� Section III — General Conditions TX suffix denotes text — use for all text, no rnatter the pre�x 11.3.1.2 Layer Naming Definitions: GAS gas lines and appurtenances ELEC power lines and appurtenauces PHONE telephone lines and appurtenances CABLE cable TV lines and appurtenances BOC curbs WALK sidewalk WATER water lines and appuztenances, sprinklers STORM storm lines and appurtenances TREES trees, bushes, planters SANITARY sanitary lines and appurtenances FENCE all fences BLDG buildings, sheds, finished floor elevation DRNE driveways EOP edge of pavernent without curbs TRAFFIC signal poles, control boxes TOPBANK top of bank TOESLOPE toe of slope TOPBERM top of berm . T�EBERM toe of berm SEAWALL seawall CONCSLAB concrete slabs WALL walls, except seawall SHQRE shoreline, water elevation CL centerline of road CLD centeriine of ditch CLS centerline of swale CORNER propexty corners, rnonumentation BENCH benchrnark, temporary benchmarks Other layers may be created as required, using above format. SectionIIl Page 21 of 46 9/92008 1 1 1 ' , �J Section ll[ - General Conditions 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 fon,ts. 6.11.3.3 Text Styles Text style for EX layers will use the sicnplex font, oblique angle of 0°, and a text height of .008 times the plot scale. , Text style for PR and FU layers will use the simplex font, oblique azagle of 22.5°, and a text height of .010 times the plot scale. fi.11.4 DELIVERABLES: ' 'I'he as-built survey shall be produced on vellum ar bond material, 24" x 36" at a scale of 1"=20' unless approved othervvise. The consultant sha11 deliver all drawing files in digital format. A�cceptable file formats include: DWG, DXF of a shape file. ' ' ' CJ 1 �J 1 ' ' 1 LJ 1 Please address any questions regarding format to Mr. Tom Mahony, at (727) 562-4762 or e-mail address Thomas.Mahony(7a,m�clearwater.com . 6.12 CONTRACTOR'S GENERAL WARRANTY AND GUARANTEE Contractor warrar�ts 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, va.ndalism, madification oz 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 caxe of the Contractor, and he shal.l take every necessary precauti�n against injury or damage to any part thereof by action of the elements, or from any other cause whatsoever, arisin� from the execution or non-execution of the Work. The Cantractor shall rebuild, repair and make good, at his own expense, a11 itxjuries or daznages to any partion of the Work occasioned by any cause before its completion and final acceptance by the �wner. In addition, "the Contractar shall remedy any defects in the work at lus own expense and pay for any darnage to other work resulting therefrorn which appear within a period of one year from the date of final acceptance". , Contractar's warranty and guaxantee hereunder excludes improper maintenance and ope�ration by Owner's employees and normal wear a�d 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 camplete the Work in accordance with the Contract Documents shall be absolute. None of the following will canstitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perfarm the Work in accordance with the Contract Documents: (i) obse�rvations by Engineer, (ii) recom�mendation of any pmgress or final payment by Engineer, (iii) the issuance of a certificate of Substantial Completion or any payment by the Qwner to contractor under the Contract Docunaents, (iv) use or occupancy of the Wark 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 ar Sample submittal or the issuance of a notice of Acceptance by the Engineer. SectionlII Page 22 of 46 9/9/2008 5ection III — General Conditions 6.13 C�NTINUING THE WORK Contractor shall carry on the work and .adhere to the progress schedule during all disputes or disagreeznents with the �wner. No work shatl be delayed or postponed pending resolution of any disputes or disagreements, except as the Owner or Contractor znay otherwise agree in writing. 6.14 INDEMNIFICATION Contractor shall indemnify and h.old harmless Owner; Engineer, Engineer's Consultants and the afficers, directors, ernplayees, agents and other consultants of each and any of the�n from and against all claims, C05t5, losses and damages (includiz�g but not limited to all fees and charges of engineers, architects, attomeys and other professionals and all court or arbitration or other disput� resolution costs) caused by, anising out oi or resulting from the performance of the Work, provide� that any such claim, cast, loss or damage: (i) is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property (other than the work itsel�, including the loss of use resulting therefrom, and (ii) is caused in whale or in part by any negligent act or omission of Contractor; any Subcontractar, any Supplier, any person directly or indirectly employed by any of thern to perform or furnish any of the Work, or anyone for whose acts any of them� xnay be liable, regardless of whether or not caused in part by any negligence or omission of a person or entity indemnified hereunder or whether liability is imposed upon such indemnified party by Laws and Regulatians regardless of the negligence of an.y such person. If, thraugh acts of neglect on the part of Conhactor, any other Contractor or any Subcontractor shall suffer loss oz damage on the work, Contractor sha11 settle with such other Contractor or Subcontxactor by agreement or arbitration if such ather Contractor or Subcontractor will so settle. If such other Contractor or Subcontractor shall assert arxy claim against the Owner on such account of any damage alleged to. have been sustained, the Owner shall natify Contractor, vc�ho shall indemnify and save harmless the �wner against any such claim. In any and all claixns against �wner or Engineez or aniy af their respective consultants, agents, officers, directois, or employees by any e�nployee (or the survivor ar �ersonal representative of such employee) of Contractor, aciy Subcontractor, any Supplier, any person directly or indirectly employed by any of them to perform or furnish axiy of the work, or anyone for whose acts any of them may be liable, the indemnification obligation under this paragraph shall not be limited in any way by any limitatian on the amount or type of da.mages, compensation or b�nefits payable by ar for Contractor or any such Sub-contractor, Supplier or other person or organiza.tion under workers' compensation acts, disability benefit acts or other employee benefit acts. The indemnification obligations of Contractor under this paragraph shall not extend to the liability of Engineer and Engineer's Cansultaixts, officers, directvrs, eimployees, or agents caused by the professional negligence, errors or amissions of any of thenr�. 7 OTHER WORK 7.1 RELATED WORK AT SITE The Owner reserves the right ta hava its own forces enter the construction site at any tirne and perform work as necessary in order to perform infrastructure repair or maintenance, whether related ta the praject or not. The Contractor will allow complete access to all utility awners for these purposes. SectionIIl Page 23 of 4b 9/92008 1 1 1 1 '� ' ' LJ 1 ' 1 ' 1 1 1 1 , ' ' , 1 1 1 Section Ill — General Canditions The Owzxer may have its own forces perform new work related to the project, however, this wor�C will be identified in the Contract Scope of Work and coordir�ation will be such that this activity is denoted in the Contractor's CPM Schedule so as not to cause ax�y delays or interference with the Contractor's work or schedule. At no time will the Ownex let anather contract to a different Contractvr to perfarm work at the same site during the duration of the original contract. 7.2 CDORDINATION If the Owner contracts with others for the perfornaance of other work an 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 contractars 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 Cpnditions, the Owner shall have sole authority and responsibility in respect of such coordinatian. 1 1 ' ' , � ' 1 1 8 OWNERS RESPONSIBILITY Except as atherwise provided in these Ge�neral Conditions, the Owner shall issue all communications from the Owner to the Contractor through Engineer. The Owz�er shall furnish the data required af the Owner under the Contract Docume�nts prornptly and shall nnake payments to Contractor promptly when they are due as provid� in these General Conditians. 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 izxspections, tests, and approvals is set forth in the Article on Tests and Inspectioxas. In connection with the Owner's right to stop work or suspend work, see the Article an Engirieer may Stop the Wnrk. The Article an Suspension of Work and Termination deals with the Owner's right to tem�inate services of Contractar urider certain circumstances. Owner shall not supervise, direct or have control or authority over, nor be responsible for, Contractar's means, methods, techniques, sequenc� or procedures of constructian or the safety precautions and pragrams incident thereto, or for any failure of Contractor to coznply with Laws and Regulatians applicable to the furnishing or performance of thE Work. The (awner will not be respazasible for Contractor's failure to perfarm or fumish the Work in acc�ordance with the Contract Documents. � � ENGINEER'S STATUS DURING CONSTRUCTION �WNERS REPRESENTATIVE En�ineer will be Owner's representaiive during the ranstructian period. The duties and the ' responsibilities and the liniitations of authority of Engineer as Owner's representative during construction are set forth in the Contract Documents and shall not be extended without written consent of Owner and Engineer. ' ' SectionIII Page 24 of 46 9/9/2008 ' Section III — General Conditions 9.2 CLARIFICATIONS AND INTERPRETATI�NS Engineer will issue with reasonable promptness such written clarifications or interpretations of the requirements of the Contract Docuzraents (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 Dacuments. Such written clarifications and interpretations will be binding on the Owner and Contractor. If Contractor believes that a written clarification or interpretarion justifies an adjustment in the Contract Price or the Contract Time and the parties are unable to agree to the amount ar extent thereof, if any, Contractar 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 Engineer will have authority to disapprove or reject Work which Engineer believes to be defective, or that Engineer believes will not produce a completed Praject that conforms to the Contract Documents or that will prejudice the integrity of the design concept o� the cornpleted Project as a functioning whale as indicated by the Contract Docurnents. Engineer will a.lso have authority to require special inspection or testing of the Work whether or nat the Work is fabricated, installed or completed. 9.4 SHOP DRAWINGS, CHANGE ORDERS, AND PAYMENTS In connection with Engineer's authority as ta Shop Drawings and Samples, see articles on Shop Drawings and Samples. In cannectian with Engineer's authority as to Change Orders, see the articles on Changes of Work, Contract Price and Contract Time. In connection with Engineer's authority as to Applications for Payment, see the articles on Payments to Contractor and Cornpletion. 9.5 DECISIONS ON DISPUTES Engineer will be the initial interpreter o� the requirements of the Contract Documents and judge of the acceptability of the worlc thereunder. Clairns, disputes and other matters relating to the acceptability of the work or the i�terpretation of the requitements of the Contract Documents pertaining to the perfozrnance a;nd fiu�ishing af 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 Engineer in writing with a request for a formal decision in accardance witfi this paragraph. Written notice of each such claim, dispute or ather matter will be delivered by the claimant to Engineer and the other party ta 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 Engineer and the other party within sixty (60) days after the start of such occurrence or event unless Engineer allows an additional period of tirne for the subrnission of additional or more accurate data in support of such claim, dispute or other matter. The opposing party shall submit any response to Engineer and the claimant within thirty (30) days after receipt of the claimant's last submittal (unless Engineer allows additional tirne). Engineer will render a fozmal decision in vvriting within thirty (30) days after receipt of the apposing party's submittal, i£ any, in accordance with this paragraph_ Engineer's written decision on such claim, dispute or other rnattez will be final and binding upon the Owner and Cantractor unless (i) an appeal from Engineer's decision is taken within thirty (30) days of the Engineer's decision, or the appeal time which may be stated in a Dispute Resolution Agreement between SectionIlI Page 25 of 46 9/9l2008 ' C� 1 � ' 1 ' 1 ' ' 1 ' 1 , 1 , , ' , ' ' ' ' 1 ' LJ Section Ill — General Conditions Owner and Contractor for the settl�xnent of disputes or (ii) if no such Dispute Resolution Agreement has been entere� into, a written notice of intention to appeal frorta Engineer's written decision is delivered by the Owner or Contractor to the other and to Engineer within thirty (30) days after the date of such decision and a formal proceeding is instituted by the appealing party in a forum of cornpetent jurisdiction to exercise such rights or remedies as the appealing party may have with respect to such clairn, 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 functiarung as interpreter and judge, Engineer will not shaw partiality to the Owner or Contractor and will not be liable in connection with any interpretation ar decision rendered in good faith in such ca.paOwner. The rendering of a decision by Engineer with respect to any such claim, dispute or other matter will be a candition precedent to any exercise by the Owner or Contractor af such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulations in respect of any such claim, dispute or other matter pursuant the Article on Dispute Resolution. 9.6 LIMITATI�NS ON ENGINEER'S RESPONSIBILITIES ' Neither Engineer's authdrity or responsibility tulder this paragraph or under any other provision of the Contract Documents nor ar�y decision rnade by Engineer in goad faith either to exercise or not exercise such suthority or responsibility or the undertaking, exercise or performance oF any ' autharity or responsibility by Engineer sha11 create, impose or give rise to any duty owed by Engineer to Contractor, any Subcontractor, any Supplier, any other person or organization or to any surety for or employee or agent of az�y of thern. ' Engineer will not supervise, direct, control or have autho�ity 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 worlc. Engineer will not be responsible for Contractor's failure to perform or furnish the work in accordance with the Contract Docume�nts. ' Engineer will not be responsible for the acts or omissions of Contractorr or of any Subcontractor, a.�y Supplier, or of any other person or organization perforn�ing or fi�xrushing any of the work. Engineer's review of the final Application for Payment and accompanying docurnentation and all ' maintenance and operating instructions, schedules, guarantees, bonds a.rad 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 a.nd approvals that the results certified indicate compliance with the Cantract Documents. ' 1 ' lJ ' T'he limitations upan authority and responsibility set forth in this paragraph shall also apply to Engineer's Consultants, and assistants. '10 CHANGES IN THE WORK Without invalidating the Agreemen.t and without notice to any surety, the Owner may, at any time or frorn time to time, order additions, deletions or revisions in the Work. Such additions, deletions ar revisions will be authorized by a Written Amendment, a Change Order, or a Work Change Directive. Upon receipt of any such document, Contractar shall prornptly proceed with SectionIIl Page 26 of 46 9/9/2008 Section ll! — General Conditions the Work involved which will be performed under the applicable conditions of the Contract Dacuments (except as may otherwise be specifically provided). If the Owner and Contractor are unable to agree as to the extent, if any, of an adjustrnent in the Contxact 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 therefare as provided in these General Conditions. Contractor shall not be entitled to an increase in the Contx�act Price or an extension of the Contract Tiine with respect to any Work perfonnaed that is not required by the Contract Documents as amended, modified and supplemented as pmvided in these General Conditions except in the case of an emergency as provided or in tl�e case of uncove�ing work as provided in article for Uncovering Work. The Owner and Contractor shall execute appropriate Change Orders or Written Amendments recommended by Engineer covering: changes in the work which are (i) ordered by the Owner (ii) required because of acceptance of defective work under the article for Acceptance of Defective Work or correcting defective Work under the article for Owner May Correct Defective Work or (iii) agreed to by the parties; changes in the Contract �'rice or Contract Time which are agreed to by the parties; and changes in the Contract Price or Contract Tirne which embody the substance of any written decision rendered by Engineer pursuant to the article for Decisions on Disputes; provided that, in lieu of executing any such Change Qrder, an appeal may be taken frorn any such decision in accordance with the pmvisions 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 aiFecting the general scope of the work or the provisions of the Contract Documents (including, but not limited to, Contract Pnice ar Contract Time) is required by the provisions of any Bond to be given to a surety, the g.iving of any such notice will be Contractor's responsibility, and the amount of each applicable Bond will be adjusted accordingly. 11 CHANGES IN THE C�NTRACT PRICE 11,1 CHANGES IN THE CONTRACT PRICE The Contract Price constihttes the total cornpensation (subject to authorized adjustxnents) payable to Contractor far perfornxxing the Work. All duties, responsibilities and obligations assigned to or undertaken, by Contractor sha11 be at Contractor's expense without change in the Contract price. The Contract Price rnay only be adjusted by a Change Order or by a Written Amendrnent. Any claim for an adjustment in the Contract Price shall be based on a written notice af claim stating the general nature of the claim, to be delivered by the party making the claim to the other party and to Engineer or promptly (but in no event later than thirty days) after the start of the occurrence or event giving rise to the clairn. Notice af the axnount of the claim with supporting data shall be delivered within sixty (60) days a.fter the start of such occuxrence or event (unless Engineer allows additional tizx�e 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 claim� adjustrn�nt covers all known amounts to which the claimant is entitled as a result of said occurrence or event. No claiun for an adjustment in the Contract Price w;ill be valid if not SectionIlI Page 27 of 46 9/920�8 , , , � 1 � 1 �_� , , ' 1 ' ' 1 , 1 , CJ ' 1 ' , 5ection lll — General Conditions submitted in accordance with this para�aph. The value of any Work covered by a Change Order or of any clai�m for an adjustment in the Contract Price will be detexmined as fallows: (i) where the Work involved is covered by unit prices contained in the Gontract Dacuments, by applicatian af such unit prices to the quantities of the items involved (ii) where the Work involved is not covered by unit prices cantained in the Contract Docurnents, by a rnntually agreed lump sum (which may include an allowance for overhead and profit), (iii) where the Work is not covered by uzut 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 Cantract Documents and where the Owner of Clearwater, the Engineer's Cansultant, and Contractor cannot mutually agree on a lump sum price, the Owner of Clearwater sha11 pay for directed changes in the WORK, on ' "COST REIMSURSEMENT" basis. The Contractor shall apply for cornpensation, detailing Cantractors forces, materials, equipment, subcontra.ctors, and other iterns of direct costs required for the directed work. . • ' ' � 1 C] ' ' The application far Cost Reimbursement shall be limited to the following items: 2. Labor, includirng faremen, for those hours associated with the direct work (actual payroll cost, including wages, iringe benefits, labor insuxance and labor taxes established by law). Expressly excluded from this itern are all costs associated with negotiating the subject change. Materials associated with the change, including sales tax. The costs oi materials shall be substantiated through vendors' invoices. 3. Rental ar e.c�uivalent rental casts of equipment, including necessary iranspartatian costs if specifically used for the WORK. The rental rates shall nat exceed the current rental rates prevailing in the locality or as defin�d in the rental Rate Blue Sook for Constructian Equipment (a.k.a. DataQuest Slue Book). The rental rate is defined as the full-unadjusted base rental rate for the appropriate item af constructian equipment and shall cover the costs of all fuel, supplies, repairs, insurance, and other costs associated with supplying the equipment for wark ordered. Cantractar-awned equipmer�t will be paid for the duration of time required to complete the work. Utilize lowest cast cornbination of hourly, daily, weekly, or monthly rates. Do not exceed estimated aperating costs given in Blue Baok. Qperating costs will not be allowed for equipment on stand-by. :�I 1 1 ' 1 ' SectionIlI ' Additional costs fox Bonds, Insurance if required by the Owner of Clearwater. The fallowing fixed fees sha11 be added to the costs of the directed wark perfozxned by the Gantractor or Subcontractor. A. A fixed fee of fifteen percent (15%) shall be added to the costs of Itern 1 abave. If wark is perfarmed by a subcontractar, the Contractor's fee shall not exceed five percent (5%), and the subcon�actor's fee shall not exceed ten percent (10%). B. A fixed fee of ten percent (1 Q'�o) shall be add�d to the casts af Item 2 above. C. No rnarkup shall be added ta the costs of Items 3 and 4. The fixed fces shall be considered the full compensation for all cost of general supervision, overhead, profit, and other ger►eral expense. Page 28 of 46 9/9/2008 Section III — General Conditions 11.2 ALLOWANCES AND FINAL CONTRACT PRICE ADJUSTMENT It is understood that Contractor has included in the Contract Price all allowan.ces so n.amed in the Contract Documents and shall cause the Work so covered to be furnished and performed for such sums as may be acceptable to �wner 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 taaces; and (ii) Contractvr's costs for unloading and handling on the site, labor, installation costs, overhead, profit and other expenses conternplated for the allowances have been included in the Contract Price and nat in tb.e allowances and no demand for additional paynnent on account of any of the foregoing will be valid. Prior to final payment, an appropriate Change Order will be issued as recommended by Engineer to reflect actual amounts due Contractor on account o� Work covered by al.lowances and all the Work actually performed by the Contractor, and the Contract Price shall be correspondingly adjustecl. 11.3 UNIT PRICE WORK Where the Contract Documents provide that all or part of the Work is to be Uzut Price Work, initially the Contract Price will be deemed to include for all Unit Pzice Wark an amount equal to the sum of the established unit price for each se�arately identified item of unit price work times the estimate�i quantity of each item as indicated in the Agreement. The estiznated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of compaxison of Bids and detertnizung an initial Contract Price. Det�rminations of the actual quantities and classificatiozas of Unit Price Work performed by Contractor will be made by Engineer. Each unit price will be deemed to include an arnaunt 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 claaim for an adjustznent in the Contract Price if: (i) the quantity af any item of Unit Price Work pErformed by Contractor differs materially and significantly fiom the estimated quantity of such item indicated in the Contract Documents; and (ii) th�re 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 Cantract 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, �wner endeavors to provide adequate unit quantities to satisfactorily cornplete the construction of the �roject. 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 C�NTRACT TIME The Contract Tirne (or Milestones) may only be changed by a Change Order or a Written .Amendment. Any claim for an adjustrnent of the Contract Tirne (or Milestones) shall be based on written notice delivered by the party making the claim to the other party and to Eng�ineer prornptly (but in no event later than thirty days) after the occunrence of the event giving rise to the claim and stating the general nature of the clairn. Notice of the extent of the claim with SectionIlI Page 29 of 46 9/9/2008 ' , �� ' 1 ' 1 , , 1 ' ' , , � ' ' ' '�J ' , ' ' ' LJ , 1 , 1 L .J ' ' ' 1 Seetion llI — General Condi�ions supporting data shall be delivered within sixty days after such occurrence (unless En�ineer allows an additional periad of tirne to ascertain more accurate data in support of the claim) and shall be accornpanied by the claimant's written statement that the adjustment clairned is the entire adjusirnent to which the claimant has reason to believe it is entitled as a result of the occurrence of sa�d event. All claims for adjustrnent in the Contract Time (or Milestones) shall be determined by Engineer. No claim for a.tx adjustment in the Contract Time (or Milestones) will be valid if not submitted �in accardance with the requirements of this paragraph. All time lirnits stated in the Contract Documents are of the essence af the Agreement. VVY�ere Contractor is prevented from completiuig any part of the work within the Cantract Time (or Milestones) due to delay beyond the control af Contractor, the Contract Time (or Milestones) rnay be extended in an amount equal to the time lost due to such delay if a claim is rnade therefore as provided in th� article for Changes in the Work. Delays beyond the control of Contractor shall include, but not be lirnited to, acts by the Owner, acts af utility owners or other contractors performing other work as contemplated by the article for Other Work, fires, floods, epidernics, abnormal weather conditions or acts of God. Delays attributable to and within the control of a Subcontractor or Suppliex sha11 be deemed to be delays within the control of Contractor. Where Contractor is prevented fronn 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 arnount 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 with�in the cont�ol of Contractor, or (ii) delays beyond the control of both parties including but not limited to fires, floods, epidernics, abnornnal weather condirions, acts of God or acts by utility owners or other contractors performing other work as contemplated by paxagraph for Other Work. 13 TESTS AND INSPECTIONS, CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE W�RK 13.1 TESTS AND INSPECTI�N Contractor shall give Engineer timely notice of readiness of the Work for all required �inspecrions, tests or appmvals; and shall cooperate with inspection and testing personnel to facilita.te required inspections or tests. Contractar shall employ and pay for the services of an independ�nt testing laboratary to perform all insp�ctions, tests, or approvals required by the Contract Documents. The costs for these inspections, tests or approvals sha11 be borne by the Contractor except as otherwise provided in the Contract Documents. If Laws ar Regulations of any public body having jurisdiction reyuire azny Work (or part thereo� ' specifically to be inspected, tested or approved by an employee or other representative of such public body including a11 Owner Building Departments and �wxier Utility Departrnents, Contractor shall assume full responsibility far arran�ing and obtaining such inspections, tests or ' approvals, pay a11 costs in connection therewith, and fuxnish Engineer or Engineer's Consultants the re9uired certificates of inspectian or approval. Unless atherwise stated in the Contract ' SectionlIl Page 30 of 46 9/9/2008 1 Section lIl — Gencral Conditions Documents, Owner permit and xrn.pact fees will be waived. Contractor shall also be responsible for arranging and obtaining and shall pay a11 costs in connection with az�y inspections, tests ar approvals required . for Owner's and Engineer's acceptance of materials or equipment to be incorporated in the Work, or of rnaterials, mix designs, or equipme;nt submitted for approval prior to Contractor's purchase thereof for incorporation of the Work. if azxy Work (or tlae work of others) that is to be inspected tested or approved is covered by Contractor without writte�n concurrence of Engineer, it must, if requested by Engineer, be uncovered for observatzon. Uncovering Work as provided in this paragraph shall be at Contractor's expense uriless Contractor has given Engineer tirnely notice of Cantractor's intention to cover the same and Engineer has not acted with reasonable promptness in response to such notice. 13.2 UNCOVERING THE WORK If any Work is covered contrary to the written request of Engineer, it must, if requested by Engineer, be uncovered for Engineer's observation and replaced at Contractor's expense. If Engineer considers it necessary or advisable that covered Work be observed by Engineer ar inspect�d or tested by others, Contractor, at Engineer's request, shall uncover, expose or otherwise make available for observatian, inspection or testing as Engineer rnay require, that portion of the Work in question, fumishing all necessary labor, materia] and equipment. If it is found that such Work is defective, Contractor shall pay all clairns, costs, losses and dannages caused by, arising out oF or resulting from such uncovering, exposure, observation, inspection and testing and of satisfactory replacernent or reconstruction. (including but not litnited to all costs of repair or replacetnent of wo�k of others); and the Qwner shall be entitled to an appropriate decrease in the Contract Price far the costs of the invest�gation, and, if the parties are unable to agree as to the amount thereof, may rnake 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 Tirne (ar 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 arnount or extent thereof, Contractor may make a clairn therefore as provided the article for Change in Contract Price and Change of Contract Time. 13.3 ENGINEER MAY ST�P THE WORK If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipmetat, or fails to furnish or perform the Work in such a way that the completed Work will conform to the Contract Docurnents, Engineer may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been elirninated; howev�r, this right o£ Engineer to stop the Work shall not give rise to any duty on the part of Engineer or Owner to exercise this right for the benefit of Contractor or any surety or other party. If the Engineer stops Work under thxs paragraph, Contractor sha11 be entitled to no extension of Contract Tixne or increase in Contract Price. 13.4 CORRECTIDN OR REMOVAL �F DEFECTIVE WORK If required by Engineer, Contractor shall promptly, as directed, either correct all defective Work, whether ar not fabricated, installed or cornpleted, or, if the Work has been rejected by Engineer, remove it frorn the site and replace it with Work that is not defective. Contractor shall pay all SectionIll Page 31 of 46 9/9/2008 ' , , , 1 1 ' , , 1 1 ' 1 1 1 , ' 1 �I � 1 1 1 Section 11l — General Conditions claims, costs, losses and damages caused by or resulting from such correction or reznoval (including but not limited to all costs of repair or replacement of work of athers). 13.5 WARRANTY/CORRECTION PERIOD If within one year after the date of Substantial Cornpletian or such longer period of time as may ' be prescribed by Laws ar Regulations ar by the terms af any applicable special guarantee raquired by the Contract Documents or by any specific provision of the Contract Documents, any Work is found to be defective, Contractor shall pronnptly, without cast to the Owner and in , accordaance with the Owner's written instructions; (i) correct such defective Work, ar, if it has been rejected by the Owner, remove it firom th.e site and replace it with Wark that is not d�fective and (ii) satisfactorily correct or zemove and replace any damage to other Work or the work of , others resulting therefrom. If Contractor daes not promptly carnply with the terms of such instrucrions, or in an emergency where delay would cause serious risk of loss or damage, the Owner may have the defective Work corrected or the reject�. Work remaved and replaced, and ' all claims, costs, losses and damages caused by or resulting frorn such removal and replacement (including but not limited to all costs of repair ar replacement of work af others) will be paid by Contractor_ C� 1 1 1 1 ' 1 1 In special circumstances where a particulaz itern af equipment is placed in continuous service before Final Completion of a11 the Work, the correctian period for that itern may start to run from an earlier date if specifically and expressly sa provided in the Specifications or by Written Amendrnent. Where defective Work (and damage to other Work resulting therefrom) has been corrected, removed or replaced under this para�;raph the correction period hereunder with respect to such Work will be extended for an additional period af one year after such correction or removal and replacement has been satisfactorily camplet�. '13.fi ACCEPTANCE OF DEFECTIVE WORK If, instead of requiring correction or removal and replacement of defective Work, the Owner prefers ta accept it, the Owner may do so. Cantractor sha11 pay all claims, costs, losses and damages attributable to the Owenr's evaluation of and determination to accept such de%ctive Work (such costs to be approved by Engineer as to reasonableness). If any such acceptance occurs prior to Engineer's recommendation af, final payiment, a Cha�nge Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the W�rk; and the Owner shall be entitled ta an appropriatE decrease in the Contract Price, and, if the parties are unable to agree as to the amount thereof, the Owner rnay make a� claixn therefore as provided in article for Change of Contract Price. If the acceptance occurs after the Engineer's recoznmendation for �inal payment an appropriate amount will be paid by Contractor to the Owner. 13.7 OWNER MAY CORRECT DEFECTIVE WORK ' If Contractor fails within a reasonable tirne after written notice frarn Engineer to correct defective Work ox to remove and replace reject�l Work as required by Engineer in accordance with the article for Correction and Removal of Defective Work or if Contcactor fails to perforna ' the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, the Owner rnay, after seven days' written notice ta Contractor, correct and rernedy any such deficiency. rz► exercising the rights and remedies under ' SectionIIl Page 32 of 46 9/9/2008 � Section III — General Conditions this paragraph the Owner shall proceed expeditiously. In connection with such corrective and remedial actian, the Owner may exclud� Contractor fram all or part of the site, take possessian of all or part of the Work, and suspend Contractor's services related thereto,. take possession of Contractor's tools, appliances, construction equipment and machinery at the site, and incorporate in the Work all mate�ials 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 exnployees, the Owner's other contractors, and Engineer axxd Engineer's Consultants access to the site to enable the Owner to exercise the rights and remedies under this paragraph. All claims, costs, losses and damages incurred or sustained by the Owner in exercising such rights and reme�ies will be charged against Contractor and a Change Order will be issued incorporating the necessary revisions iui the Contract Documents with respect to the Work; and the Owner shall be entitled to an appropriate decrease in the Contract Price, az�d, if the parties are unable to agre� as to the amount thereof, the Owner may rnake a claim therefore as provided in the article for Change of Contract �rice. Such clairns, costs, losses and damages will include but not be lirnited to all costs of repair or replacement of work of others destroye�l or damaged by correction, rernoval or replacement of Contractor's defective Work. Coniractor sha11 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 ai the Owner's rights and remedies hereunder. 14 PAYMENTS TO GONTRACTOR AND COMPLETION Progress payments on account of Urut Price Work will be based on the number of units completed. 14.1 APPLICATION FOR PROGRESS PAYMENT Cantractor shall submit (not more . often than onc� a month) to Engineer %r review an Application for �ayment �`illed out and signed by Contractor cove�ing the Work completed as of the 25th of each month and accornpanied by such supporting docurnentation as is required by the Engineer and the Contract Documents. Unless otherwise stated in the Contract Documents, pa}+rnent will not be rnade 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 equiprnent. A retainage of not less than five (5%) of the arnount of each Application for �ayment for the total of a11 Work (including as-built survey and Inspectar overtim� reimbursement) completed to date will be held until final cornpletion and acceptance of the Work covered in the Contract Documents. No progress payrnent shall be constcued to be acceptance of any portion of the Work under contract. The Contractar shall review with the Engineer or the Construction Tnspector 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 Tnspector will verify that the on-site marked up as-built drawings are up to date with the work and are in compliance with Section III, Article 6_ 11 _2 0£ these Specifications. Zn addition to all vther payment pxovisions set out in this contract, the Engineer rnay rec�uire the Contractor tv produce %r Owner, within fifteen (15) days of the approval of any progress payment, evidence and/or payment affidavit that a11 subcon�actors and suppliers have been paid any sum or sums then due. A failure on the part of the contractor to prov�ide the report as rec�uired herein shall result in further progress or partial payments being withheld until the report is provided. SectionIII Page 33 oi46 9!9/2008 , 1 1 ' 1 � ' , ' �J ' ' ' � 1 1 , 1 � � Section I ll — General Conditions ' 14.2 C�NTRACTOR'S WARRANTY �F TITLE Contractor warrants and �uazantees that title to all Work, materials and equi.pment cove.red by ' any Applicatian for Payment, whether incorporated in the Project or not, will pass to the Owner no later than the time of payment, free and clea�r of liens. No materials or supplies for the Work shall be purchased by Contractor or Subcontractor subject to any chattel rnortgage or under a ' conditional sale contact or other agreement by which an interest is retained by the seller. Contractor warrants that he has good title to all materials and supplies used by him in the Work, frce from a11 liens, claims or encumbrances. Contractor shall indemnify and save the Owner ' hazrnless from all clairns grawing out af the lawful demands of Subconiractors, laborers, workmen, mechanics, rnaterialmen, and furnisher's af rnachinery and parts thereof, equipment, power tools, arnd all supplies incurred in the furtherance of the performance of this Cantract. ' Contractor shall at the �wenr's request, furnish satisfactory evidence that all obligations of the nature hereinabove designated �ave 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 reasanably 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 Sn�.11 r� resurned in accardance with the terms of this 1 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 sha11 be deemed the agent of Contractor and any payment so rnade by the ' Owner sha11 be considered as payment made undex the Contract by the Owner to Contractor, and the �wner shall not be liable to Contractox for any such payment made in good faith. � 1 � � 1 14.3 REVIEW OF APPLICATIONS FOR PROGRESS PAYMENTS Engineer wi11 within twenty (20) days after receipt of each Application for paytnent, either indicate a recommendation of payment and present Application to the �wner, or return the Application to Contractor indicating Engineer's reasons for refusing to recommend payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. Engineer may refuse to recommend the whole or any part of any payment to Qwner. Engineer rnay also refuse to recornmend any such payment, or, because of subsequently discovered evidence or the results of subsequent inspections or test, nullify any such payment pceviously recornrnende�l, to such extent as may be necessary in Engineer's opinion to protect the Owner from loss beca.use: (i) the Work.is defective, or completed Work has been darnaged reqi�iring correction ar replacement, (ii) the Cantract Price has been reduced by amendment or Change Order, (iii) the �wner has been required to correct defective Work ar complete Wark, ar (iv) Engineer has actual knowledge of the occurrence of any of the events enumerated in the article on Suspension of Work and Ter�nination. 1'he Owner may refuse ta make payment of the full amount recornnnended lay the Engineer ' 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 Sond satisfactory to the Owner to secure the satisfaction and ' discharge of such Liens, (iii) there aze other items entitling the Owner ta a set-off against the amount recomm�ended, or (iv) the Ownez has actual knowle�ige of any of the events described in this paragraph. Owner sha11 give Contractor imrnediate notice af refusal to pay with a copy to the ' Engineer, sta.ting the reasons for such actions, and Own.er shall pmmptly pay Contractor the ' SectionIII Page 34 of 46 4/9/z008 ' Section Ill — General Conditions amount so withheld, or any adjustment thereto agreed to by the �wner 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 snbstantially cozxxpleted part of the Work which (i) has specifically heen identified in. the Con.tract Dociuiaents, or (ii) Owner, Engineer, and Contractar agree constitutes a separately functioning and usable part ai the Work that can be used by the Owner for its in.tended purpose without significant interference with Contractor's pexfozmance af the remainder of the Work, may be accomplished prior to Final Coz�npletion of all the Work subject ta the follawing: The Owner at any time may request Contractor in writing to �ermit the Owner to use any such part af the Work which the Owner believes ta be ready far its intended use and substantially camplete. If Contractor agrees that such part o� the Work is substantially camplete, Contractor will certify to Owner and Engineer that such part of the Work is substantially com:plete and request Engineer to issue a certificate of Substantial Completion for that part of the Work. Contractor at any time may notify Owner and Engineer in writing that Contractor cansiders any such part of the Work ready for its intended use and substantially complete and request Engineer ta issue a certificate of Substantial Completion for that part af the Work. Within a reasonable tirne after either such request, Owner, Contractar, 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 natify owner and Contractor in writing giving the reasans therefore. Yf Engineer considers that part of the Work to be substantially complete, the provisians of the articles for Substantial Compl�tion and Partial Utilization will apply with respect to certification of Substantial Cornpletion of that part of the Wark 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 portian thereaf as cornplete, Engineer wil� nnake a final inspection with Owner and Contractor arnd will norify Contractor in writi�ng of a11 particulars in which this inspection reveals that the Work is incomplete ar defective. The Engineer will produce a final punch list and assign a date for this wark to be comipleted. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. , 14.6 FINAL APPLICATION FQR PAYMENT After Contractor has completed all such corrections to the satisfaction of Engineer and has. delivered in accordance with the Contract Documents all xinaintenance 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 af inspection, Inspector overtime reimbursemer�t as required in the Contract Documents and other docurnents, Contractor may make a�plication for final payment follawing the procedure far progress pannents. The final Application for �ayment shall be accampanied (except as previously delivered) by: (I) all docurnentation called for in the Contract Documents, including but not limited ta the evidence o�' insurance required by paragraph for Bonds and Tnsurance, (ii) consent of the surety, if any or if necessary, to final payment, and (iii) complete and legally ef�ective releases or waivers (satisfactory to the �wner) of all Liens arising out of or filed in connection with the Work. In lieu pf such releases ar waivers of Liens and as approved by the Owner, Contractor may furnish SectionIII page 35 of 46 9/9/2��8 1 � 1 ' � � � � � � � � ' , , L�J � ' ' ' 5ection Ill — General Conditions receipts or releases in full and an affidavit of Contractor that: (i) tl�e releases and receipts include a11 labor, services, material and equipment for which a Lien could be filed., and (ii) a11 payrolls, material and equaipment bills and other indebtedness connected with the Wark for which the Owner or the Owner's property might in any way be responsible have been paid or otherwise satisfied. If any Subcontractar or Supplier fails to furnish such a release or receipt in full, Contractor may furnish a Bond or other collateral satisfactory to the Owner to indemnify the Owner agaanst any Lien. Prior to application for final payment, Contractor shall clean and remove from the premises all � suxplus and discarded materials, rubbish, and temporary structures, and shall restore in an acceptable manner a11 property, both public and private, which has been da�maged during the prosecution of the Work, and sha]l leave the Work in a neat and presenta.ble condition. 1 1 � 1 1 ' 1 ' 1 1 ' 1 � ' 14.7 F1NAL PAYMENT AND ACCEPTANCE If through no fault of Contractor, final completion of the Work is significantly delayed and if Engineer so confirms, the Owner sha11, upon receipt of Contractor's final Application for payment and reconnmendation af Engineer, and without terminating the Agreernent, make payment of the balance due for that partion 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 th� 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 tha.t portion of the Work fully cornpleted and accepted shall be subrnitted by Contractor to Engineer with the Application for such payment. Such payment shall be made under the terms and conditions goveming final payment, except that such payment shall not constitute a waiver of claims. If on the basis of Engineer's observation of the Work during construction and final inspection, and Engineer's review of the final Application for Payment and accompanying documentation, all as required by the Conhact Documents, Engineer is _satisfied that the Work has been completed and Contractor's other obligations under the Contract Documents have been fulfilled, En�ineer will indicate in writing his recomrnendation of payment and present.the Application to Owner for payment. Thereupon, Engineer will give written notice to Owner and Cantractor that the Work is acceptable subject to the provisions of this article. Otherwise, Engineer will return the Application to Contractor, indicating in writing th� reasons for refusing to recommend final payment, in wluch case Contractor shall make the necessary corrections and resubmit the Application. If the Application and accompanying documentation are appropriate as to farm and substance, the Owner sha11, within twenty (20) days after receipt thereof pay contractar the amount recornmended by Engin.eer. 14.8 WAIVER OF CLAIMS The making and acceptance of final payment will constitute: a waiver of all claims by the Owner against Contractor, except clairns arising from unsettled Liens, from defective Work appearing after final inspection, from failure to comply with the Contract Dacuments or the terms of any special guarantees specified therein, or from Cantractar's continuing obligations under the Contract Docurnents; and a waiver of all elaims by Contractar against the Owner other than thase pr�viously made in writing and still unsettl�. Sectionlli Page 36 of 4b 9!9/2008 Section III — General Conditions 15 SUSPENSION OF WORK AND TERMINATION 15.1 OWNER MAY SUSPEND THE WORK At any tixne and without cause, Engineer may suspend the Work or any portion thereof for a pe�riod of not more than ninety (90) days by notice in writing to Contractor, wluch 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 adjustrnent in the Contract Frice 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 %r Change of Contract Price and Change of Cantract Time. 15,2 OWNER MAY TERMINATE Upon the occurrence of any one or rnore 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 tirne); if Contractor disregards Laws and Regulations of any �ublic body having jurisdiction; if Contractor disregards the authority of Engineer; if Contractor othez�wise violatea 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 wnitten consent of the Owner, or if the Contract oz any claim thereunder is assigxxed by Contractor otherwise than as herein specified, or at any time Engineer certifies in writing to the Owner that the rate of progress of the Work or any part thereof is unsatisfactory ar that the work or any part thereof is unnecessarily or unreasonably delayed. The Owner may, after giving Conttactor (and the surety, if any), seven days' written notice and, to the extent permitted by Laws and Regulations, terminate the se.rvices of Contractor, exclude Contractor frorn the site and take possession of the Work an�d of all Contractor's tools, appliances, construction equipment and machinery at the site and use the sa�me to the full extent they could be used by Cantractor (without liability to Contractor for trespass or conversion), incorporate in the Woxk all rnaterials and eguipment 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 Owneir 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 Engineer as to their reasonableness and when so approved by Engineer incorporated in a Change Order, provided that when exercising any rights or remedies under this �aragraph the Owner shall not be required to obtain the lowest price for the Work performed. Where Contractor's services have been so tenminated by the Owner, the termination will not affect any riglats or remedies of the Owner against Contractor then existing or which rnay thereafter accrue. Any retention or payment of moneys due Contractor by the Owner will not release Contractor frorn liability. Sectionlll Page 37 of 46 9/9/2008 , ' 1 1 ' ' 1 � 1 ' ' 1 � 1 ' 1 ' � � ' 1 ' � ' Section lll— General Conditions Upon seven (7) days' written notice to Contractor, Engineer and �wner may, w�ithout cause an�d vvithout prejudice to any other right or remedy of the Owner, elect to terxninate the Agreement. Tn such case, Contractor shall be paid (without dupiication of any items): for cornpleted and acceptable Work executed in accordance with the Contract Dacuments prior to the effective date of terrnination, including fair and reasonable suzns for overhead and profit on such Work; for expenses sustained prior to the effective date ai termination in performing services and fixrnishing labor, materials or equipmerit as required by the Contract Docunnents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; ' for all claims, costs, losses and damages incurr� in settlernent of tenminated contracts with Subcontractors, Suppliers and others; and for reasonable expenses dir�ctly attributable to ternunation. � � �I 1 ' , � 1 1 � ' � � Contractor shall nat be paid on accaunt of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. 15.3 CONTRACTOR MAY STOP WORK OR TERMINATE If, through, na act or fault of Contractor, the Work is suspended for a periad of more than ninety (90) days by the Owner or under an arder af court or other public authority, ar the Engineer fails to act on any Application for Payment within thirty (30) days after it is submitteci or the Owner fails for thirty (30) days to pay Contractor any sum finally determined to be due, then Contractor rnay, upon seven (7) days' written notice to the Owner and Engineer, and provided the Owner or Engineer does not reme�dy such suspension or failure within that tinne, terminate the Agreement and recover from the Owner payment on the same tem►s as provided in the atticle for the Owner May Terminate. However, if the Worlc is suspended under an order of court through no fault of Owner, the Contractor shall not be enritled to payment except as the Caurt may direct. In lieu of terminating the Agreement and without prejudice to any other right or remedy, if Engin�ez has failed to act an an Application for Payment within thirty (30) days after it is submitt�, or the Qwner has failed for thirty (30) days to pay Cantractor any surn finally determined to be due, Contractor may upon seven (7) day's written natice to the �wne�r and Engineer stop the Work until payment of all such amounts due Cantractor. The provisions of this article are not intended ta preclude Contractor from making clainn under paragraphs far Change of Contract Price or Change of Contract Time or otherwise far expenses or damage directly attributable to Contractor's stapping Wark as permitted by this artiele. 16 DISPUTE RESOLUTION If and to the extent that the Owner and Contractox have agreed an 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 nnethod and procedure for resalving such disputes has been reach�, subject to the pravisions of the article for Decisions on Disputes, the Owner and Contractor may exercise such rights �r remedies as either nraay otherwise have under the Contract Documents or by Laws or Regulations in respect of any dispute provided, however, that nothing herein shall require a dispute to be submitted to binding arbitration. SectionIll Page 38 oi46 9/9/1008 Section I1I — General Conditions 17 MISCELLANEOUS 17.1 SUBMITTAL AND D�CUMENT FORMS The form of a11 submittals, natices, 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 Engineer subject to the approval of Owner. 17.2 GIVING NOTICE Whenever any provision of the Contract Documents requires the giving of written notice, notice will be deemed to have been validly given if delivered in person to the individual or to a member of the fizm or to an afficer of the corporation for whoran it is intended, or if delivered or sent by registered or certified rnail, 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 dann�age to person or �roperty because of an.y 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 tizne of the first observa.nce of such injury or damage. The pravisions of this paragraph sha11 not be construed as a substitute for or a waiver of the provisions of ara.y applicable statute of limitations or xepose. 17.4 PROFESSIONAL FEES AND COURT COSTS INCLUDED Whenever reference is made to "claims, costs, losses and damages," the phrase shall include in each case, but not be linaited to, all fees and charges of engineers, architects, attorneys and other professionals and all court or other dispute resolution costs. '17.5 ASSIGNMENT OF C�NTRACT The Contractor shall not assign this contract or any part thereof or any ri.ghts thereunder without the approval of �wner, nor without the consent of surety unless the surety has waived its rights to notice of assignmen#. 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 a.nd 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 rnade 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 det�rmined by the Engineering Department. SectionTTT Page 39 of 46 9/9/2008 , , 1 � ' 1 , � ' 1 , � � ' 1 � , � 1 ' � , , ' Section [1[ — General Conditions 18 PROJECT INFORMATION SIGNS 18.1 SCOPE AND PURP�SE The Owner desires to inform the general public an the Owner's use and expenditure of public funding foz general capital irnprovement and maintenance projects. To help accornplish this purpose, the Contractor is required to prepare and display public praject infornaation signs during. the full course of the contract period. These signs will be displayed at all location(s) of active work. 18.2 TYPE OF PROJECT �IGN, FIXED OR P�RTABLE Sign type shall be "fixed" on stationary projects and "portable" on projects which have extended ' locations or various locations. Payment to Contractor for the pxeparation, installation and management of project sign(s) shall be lump sum for the entire project. The nurnber of and type of signs will be stated in the Scope of the Work section of the contract documents. Lump sum 1 item will be includ� in the bid proposal for signs. 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 Qn sign at the preconstruction conference. ` 18.3 FIXED SIGN Fixed sign shall be 4-foot by 6-faot (4'x6') in size and painted on a sheet of exterior grade ' plywood of the same size and a minirnum thuic�ess of 1/2-inches. Sign sha11 be attached to a xnininnum of three pressure treated 4inch by 4-inch (4"x4") below grade pressure treated wooden posts and braced as necessary for high winds. Posts shall be long enough to provide � secure anchoring in the ground. Bottom of sign musk be a minirnum of 24-inches above the ground. Alternate mounting system or attachment to fencin� ar other fxed structure can be considered for approval. Sign sha11 be painted white on both sides with exterior rated paint. ' � � 1 1 18.4 PORTABLE SIGNS Portable sign shall be a minimum of 24inches by 30-inches (24"x30") in size and will be attache� to a standard sized porta.ble traffic bamcade. Sign rnaterial shall be aluminum, O.U80- inches or thicker, background of white reflective sheeting, and shall be silkscreen or vinyl lettering. Portable sign sha11 be two signs located and attached to each side of the tzaffic barricade. ` 18.5 SIGN COLORING Sack�ound shall be white. Project Descriptive Nam� 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. 18.6 SIGN PLACEMENT � Signs shall be placed where they are readily visible by the general public which pass by the project site. Signs are not to be placed where they may become a ha�ard or impediment to either palestnian 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 im the right-of-way. Portable si�s are to be mov�l ta the locations ' SectionIIl Page 40 of �16 9/9/2008 1 Section 1I1— General Conditions of active work on the project. Multiple portable signs will be necessaxy where work is ongoing in severa.l locations at the same time. Fixed signs are to be placed at ttze start of construction ax�d will remain in place until the request for final pay�nnent. 18.7 SIGN MAINTENANCE T'�ae Contractor is responsible for prepazation, installation, movement, maintenance, replacement, removal and disposal of all project signs during the full course of the contract period. The Cantractor will place and secure portable signs from dislocation by wind or other actions. Signs are to be cleaned as necessary to mainta�n legibility and immediately replaced if defaceci. 18.8 TYPICAL PROJECT SIGN TYPICAL PROJECT SYGN: PROJECT NAME (CONTHACT NUMSER) A OWNER OF CLEARWATER {DEPARTMENT'S NAME} PROJECT CONTRACTOR: OWNER : COMPLETION SCAEDULE: FUNDiNG PROVIDED BY: 19 OWNER DIRECT PURCHASE (ODP) OPTION 19.'I GENERAL The Owner reserves the right, when identified during the bidding process as part of the project's documents, to contract with the Contractor to purchase certain partions of materials identified in the project as a sales tax savings option in compliance with Florida Law since the Owner is exempt frorn payment of sales tax. The Contract price includes Florida sales and other applicable taxes for materials, supplies, and equipment, which will be a part of the Contractor's work. The Owner, being exempt from sales tax, reserves the right to make direct purchases of various construction materials included in the Contractor's contract. The Owner purchasing of construction rnaterials, if selected, will be administered on a deductive Change Order basis. Additionally, Purchase Orders will include Owner's Certificate of Exemption number. 19.2 PROCEDURE The Contractor an.d the Owner, prior to the ordering of any materials, must complete the "Addendum to Agreernent for Construction" �orm for this project. Other dacurnents to be included in this procedure are Attachment "A" (Qwner/Contractor document for Owner- Furnished Materials); Attachment "S" (Contractor/Sub-Contractor document for Owner- SectionIlI Page 41 of 46 9/9/2008 1 , Furnished Materials); Furnished Materials); � ' ' 1 1 , 1 1 , ' ' 1 Section 111— General Conditions Attachnnent "C" (Contractor/Sub-Contaractor docwmezit for Owner- Attachment "D" (Procedure for Genexating Sub-Contractor Direct Purchase Orders for Sales Tax Credits); Procedures for Sales Tax Savings, R�quests to Requisition and Receiving/Invoice document; and Request to Requisition Standazd Purchase Order form. Attachment "A" is to be completed by the Coniractor and submitted with the "Addendum to Agreement for Construction", and the Contractor shall submit two (2) ariginal copies of the Addendum to the Owner. Attachrnent "B", "C", and "D" relate to Owner- Furnished Materials that are part of the Subcontractor's work. Attachments "B" atxd "C" would be completed for each Subcontractar responsible for rnaterials as part of the Subcontractar's work. Attachments lettered "A", "B", and "C", included (as amended by n.otataons therean) and incarporated within the contract documents shall be executed by the Contractor and applicable Sub-Contracto�rs and the terms thez�eof shall govern the purehase of materials for the Project as determined by the �wner. The contract price shall be reduced by the cost of the rnaterials purchased by Owner plus the narnr�ally applicable sales taac as bid by the Contractor even if the cost is in excess of the cast far the materials as bid by the Contractor. However, for purposes of calculating engineering fees, contractox fees, arclutects fees, and any ather arnounts that are base�i on the contract amount, the original cantract amount shall be used. The Contractor reserves the right to authorize payments for invaiced materials, priar to Ow�ner's authorization process, as outlined in attachment "D". The Contractor will assist �wner in owner's direct purchase af materials for the project. However, the Owner acdaiowledges that the Cantractor's Sub-Contractors nonetheless each reserves the right to purchase project materia.ls directly, without the Owner's prior approval and consequent power to eliminate reirnbursement of sales tax. 19.3 RESPONSIBILITIES 1'he Cantractor shall provide the Owner a list of all intended suppliers, vendars, and materials for cansideration as Owner-Fur,ruished rnaterials and shall submit price quotes frorn the vendors, as well as a description of the rnaterials ta be supplied, estirnated quantities, and prices. The Contractor sha11 subm�it pric� quotes &om the vendors, as well as a description. of the rnaterials to be supplied, estirnated quanrities, and prices. The Cantractor shall be fully responsible for all matters relating ta the recei,pt af materials furni.shed by the Owner in accordance with these Special Provisians including, but not lirnited to, verifying correct quantities, verifying documents of ordeis in a rimely manne�r, coordinating purchases, providing and obtaining a11 warranties and guarantees requi�red by the Contract Documents, inspection and acceptance of the goods at the time of delivery due ta the negligence of the Contractar. Hawever, t�e Owner assumes the risk af damage or loss during the time tl�at the building materials are pb�ysically stored at the jab site prior to their installatinn ar incorporation into the praject. The Contractor shall coordinate delivery schedules, sequence of delivery, loadu�g orientation, , and ather arrangements nornaally required by the Cantractor for the particular rnaterial fumished. The Contractor sY�all, �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 clairns of � whatever nature resulting� from non-payment of goods to suppliers arising from the action of the Contractor. t As Owner-Furnished Materials are delivered to the job site, the Contractor shall visually inspect a11 shipments from the suppliers, and apprave the vendor's invoice for rnaterial delivered. The Cantractor shall assure that each delivery of �wner-Furnished Materials is accompanied by , SectionlII Page 42 of 4b 9/9r2008 1 Section III — Gcneral Conditions documenta.tion adequate to identify the Purchase Order against which the purchase is made. This documentation may consist af a delivery ticket and an invoice from the supplier conforming to the Purchase Drder together with such additional information as the Owner may require. The Contractor will then forward the invoice to the Owner for payment, pursuant to Attachment A of this Contract. The Contractor shall insu�re that Owner-Furnished Materials canform to the Specifications and determine prior to acceptance of goods at time of delivery if such materials are patently defective, and vvhether 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 Owner-Fuxnished Materials upon such visual inspection, the Contractar shall not utilize such nonconforming or dafective 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 rnaterials can accur without undue delay or interruption to the Pmject. If the Contractor fails to perfornn such inspection and otherwise incorporates into the Contractor's Work such defective or nonconfarming Owner-Furnished Matarials, the condition of which it either knew or should have lmown by performance of an inspection, the Cantractor shall be responsible for a11 damages to the �wner, resulting from Contractor's incorporation of such materia.ls into the Project, including liquidating or delay damages. The Conbractar shall maintain records of all Ownex-Furnished Materials it incorporates into Contractor's Work from the stock of Owner-Furnished Materials in its possession. The Contractar sha11 account monthly to the Owner for any Owner-Furnished Materials delivered into the Contractor's possession, indicating portions of all such materials, which have been incoiporated in the Contractor's Work. The Contractor shall be responsible for obtaining and managing all warranties and guarantees for all rnaterials and products as required by the Contract Documents. A11 repair, maintenan.ce, or damage-repair calls sha11 be forwarded to the Contractor for resolution with the appropriate supplier, vendor, or subcontractor. Notwithstanding the transfer of Owner-Furnished Materials by the Owner to the Contractor's possession, the Owner shall retain legal and equitable title to any and all Owner-Furnished Materials. The Owner shall indemnify and hold Contzactor harmless from any sales tax (and interest and penalties incurred in connection therewith) in the event there is a final determination that sales made by Owner, which Owner treats as being exempt from sales tax, are subject ta sales tax. "Final deter�xiination" shall mean an assessment by the Department of Revenue tl�at 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. Contractar agtees to promptly notify Owner of any audit, assessment, proposed assessment or notice of de�ciency issued with regard to the Project and relating to Owner-Furnished Materials. On a monthly basis, Conbractor shall be required to review invoices submitted by all suppliers of Owner-Furnished Materiials delivered to the Project during the month for use by the Cantractor and either concur or object to the Owner's issuance of payment to the suppliers, based , upon Contractar's records of materials delivered to the site and any defects in such materials. In order to arrange for the prompt payznent to the supplier, the Contractoz shall provide to the Owner a listang indicating the acceptance of the goods or materials vvithin thirty (30) days of receipt af said goods or materials. The list shall include a copy of all applicable Purchase Orders, which will include Owner's Certificate of Exemption number, invoices, delivery tickets, written acceptance of the delivered itern, and such other.docuxnentation as may be reasonably required SecponIII Page 43 of 46 9/9/2005 ' l__1 ' �� , ' ' , , ' ' �� , �I � 1 1 , � � , , 1 � 1 1 Section I1l — General Conditians by the Owner. The check will be released, delivered and remitted directly to tl�e supplier. The Contractor a�ees to assist the Owner to immediately obtain partial or final rele.ase or waivers as appropriate. At the end of the Project, Contractor will be prnvided with a deductive Change Order for the cost incurred by the Owner to provide all Owner-Furnished Materials. Salvage rnaterials shall be stored or removed from the site by the Contractor at the Owaler's direction, or may be turned aver to the Con�ractor for salvage or disposal at the Contractor's option. The Contractor shall be entitled to the bezaefits of any discounts attributable to the early payment df vendor invoices for materials furnished by the Owner pursuant to the Specifications. 20 ORDER AND LOCATION OF THE W�RK 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 Engine�r sha11 have the power to direct on what line ar street the Contractor sha11 work and order thereof. 21 AWARD OF CONTRACT, WORK SCHEDULE AND �r1�I1��1►�� It will be required that the work will commence not later than five (5) calendar days after the Engineer g�ives wr�itten notice to proceed (NTP), which notice shall be given as outlined in Article 2 of these General Conditions. ' It is further required that a11 work within tlus contract be completed within the indicated num,b�r af consecutive calendar davs as determined in SECTION IV, ARTICLE 1.1 - SCOPE DESCRIPTION. Contract date to commence at issuance of notice to proceed. If the Contractar fails to complete the work within the stipulated time, the City will retain the amount stated in the ' Contract, per calendar day, for each day that the contract remains incomplete. 'Tbe work shall be discontinued on Saturdays, Sundays, and approved Holidays. If it becornes necessary for the Contractor to perform work on Saturdays, Sundays, and approved City oF Clearwater Employee 1 Holidays, that in the opinion of the Bngineer, will require the presence of Inspectors, the Contra.ctor shall pay the City of.Clearwat�r, Florida, the amount of �our Hundred Eighty Dollars ($480.(�) per each eight-hour (8) day for each Inspector given such assignment. � 1 The Cnntractor shall renaedy any defects in the wark 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. 22 RESIDENT NOTIFICATION OF START OF CONSTRUCTION ' The Contractor shall notify all residents along the construction route with a printed door hanger notice indicating the following information. about the proposed construction work and the Coz�tractor perfornning the work: City seal or logo; the scheduled date for the start of � construction; the type of construction; general sequence and scheduling of construct�on events; possibility of water service disruption and/or color�l water due to construction efforts; Contractor's name, fhe Superintendent's narne, Contractor address and telephone number; ' Contractor's company logo (optional); requirement for residents to remove landscaping andJor other private appurtenances which are in conflict with the proposed construction; and other language as appropriate to the scope of Contract work. Sample daar ha�nger including proposed ' language shall be approved by the City prior to the start af construction. Notification shall be printsd on brightly colored and durable card stock and shall be a minirnum of 4'/ by 11 inches in size. Notification (door hanger) shall be posted to residences and businesses directly affected � SectionIII Page 44 of 46 9/9/2008 ' 5ectipn III — General Conditions by the Contractor's activities no later than seven (7) days prior to the start of construction activity. Dixectly aiFected by the Contractor's activities shall mean all Contractor operations including staging areas, equipm�ent and material storage, principal access routes across private property, etc. Contractor can.not start without pmper seven (7) day notice period to residents. Contractoz is required to rnaintain sufficient staff to answer citizen inquiries during normal business hours and to maintain appropriate message recording equiptnent to receive citizen inquirES after business hours. R�sident notification by the Contractor is a non-specific �ay item to be included in the bid items provided in the contract proposal. �af.'�I1rIa�J C�TY SEAL Of CITY OF CLEARWATER NOTICE OF CONSTRUCTION TODAY'S DATE: / / PLEASE EXCUSE US FOR ANY INCONVENIENCE e are the construction contractor perForming (stdte type of contract) for the City of Clearwater youx area. The work will be performed in the public right-of-way adjacent to your property. us notice is placed a minimum of seven (7) days in advance of construction to notify property vnerrs of the pending start of construction. �(Brief descrzption of the construction pracess to be expected by the property owners) The constzuction process m,ay necessitate the removal of certain items frorn the right-of-way. Typical items such as sprinklezs, grass, and postal approved mailboxes will be replaced by the contractor witrun a reasonably short period of time. The replacement of driveways and sidewalks will be rnade 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, textu�res and/or materials. Small trees, shrubs, landscaping materials, unauthorizeti. mailboxes or structures within the right-of-way which must be removed due to the construction process will not be replaced. The properiy 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 ar within the right-of-way rnay be required to be placed. elsewhere. We are available to answer any questions you may have regarding the construction pmcess orr any particular item that must be relocated. Please contact our Construction Superintendent at (727) . We will be more than happy to assist you. �Constntction is anticipated to begin on: Campany Name Company Address Contxactox Phone Numbex ��'�/��IJ��-��!� All material incorporated into the final work shall be new material un.less otherwise appz'ov�d by the Engineet'. If requested by the Engineer, the Contractor shall furnish purchase receipts of all nnaterials. SectionITl Page 45 of 46 9/9/2008 ' Section I II — General Conditions , 24 CONFLICT BETUVEEN PLANS AND SPECIFICATIONS 'The various Contract Documents shall be given, precedence, in case of conflict, error or ' discrepancy, as follaws: Modifications, Contract Agxeecnent, Addenda, Supplementazy General Conditions, General Conditians, Supple�tx�.entary Technical Specifications, Techr�ical Specifications, Drawings. Tn a series of Modifications or Addenda the latest will �overn. 1 1 � ' �� ' � �� ] 1 �� 1 1 , Sectionill Page 46 of 46 9/9/2008 � ' � l� 1 1 � �-� � � r �� I I 1 1 1 ' 1 1 ' r 1 � 1 , r � 1 sECTiaN iv TECHNICAL SPECIFICATIONS Table of Contents: 1 SCOPE OF WORK ...........................................................................................................1 1.1 SCOPE DESCRTPTION ................................................................................................. 1 1.2 SCOPE OF WORK CHECKLTST .................................................................................� 1 �a 3 4 5 6 7 S 9 1 � 1 FIELDENGINEERING ................................................................................................13 2_ 1 L1NE AND GRADE SHALL BE PERFORMED BY THE CONTRACTOR ............. 13 2.1.1 GRA.DES, Ll'NESAND.�.EVELS ........................................................................... X3 2.1.2 LAYOUlDATA .....................................................................................................13 2.2 LXNE AND GRADE SHALL BE PERFORMED BY THE CI'TY ............................... 13 DEFINI'TION OF TERMS .............................................................................................13 3.1 REFERENCE STANDARDS ...........................................................................�-----�--... 14 3.2 ABSREVIATIONS AND SYMBOLS ........................................................••---�........... 14 ORDER AND LOCATION OF THE WURK ..............................................................15 EXCAVATION FOR UNDERGROUND WORK ........................................................15 CONCRETE.................................................................................................................... ] 6 EXCAVATION AND FORMS FUR CONCRETE WORK ........................................17 7.1 EXCAVATION .....................................................................•--.........................---........._ 17 7.2 FORMS ...........................................................•--............................_........._....................17 REINFORCEMENT.......................................................................................................17 8.1 BASIS OF PAYMENT ................................................................................................. 17 OBSTRUCTIONS...........................................................................................................17 0 RESTORATION OR REPLACEMENT OF DRIVEWAYS, CURBS, SIDEWALKS AND STREET PAVEMENT ..........................................................................................18 1 WORK IN EASEMENTS OR PARKWAYS ................................................................18 2 DEWATERING ...............................................................................................................19 12.1 GENERAL ....................................................................................................................19 12.2 PERM�I' REQUIREMENTS ........................................................................................ 19 12.2.X DEWATERING CO.IV7'ROL ................................................................................... 19 12..2.2 GENERIC PERMIT FOR THE DISCHARGE OF PRODUCED GROUND WATER FR�MAIVYNON-CONTAMINATED SITEACTIirITY ........................... .19 13 SANITARY MANHOLES .............................................................................................. 22 � 13.1 BUILT i7P TYPE .......................................................................................................... 22 13.2 PRECAST TYPE .......................................................................................................... 22 13.2.1 MANHOLEADJIISTMEIVT'RINGS (GRADERINGS) ........................................ 23 ' 13.3 DROP MANHOLES ..................................�-----.........................................--��----............ 23 13.� FR.AIVIES AND COVERS ............................................................................................ 23 ' 2010 STREET RESURFACTNG SCOPE OF WORK i 9/9/2008 r 13.5 MANHOLE COATII�TGS .................................�•----...........................................--�-�-�---.. 23 13.6 CONNECTIONS TO MANHOLES .................................................................. ....... 2�} 14 SACKFILL ......................................................................................................................24 ].S STREET CROSSINGS, ETC . ....................................................................................... 24 1b R.AISING OR LOWERiNG OF SANITARY SEWER, STORM DRAINAGE STRiTCTURES................................................................................................................ 24 16.1 BASIS OF PAYMENT ........................�--......---�--......................................_................... 24 17 UNSUITASLEMATERIALREMOVAL .....................................................................24 17.1 BASIS O� MEASUREMENT ......................•.....................................................-•-------- 25 17.2 BASIS OF PAI'MENT .................................•-�---.......................................................... 25 18 UNDERDRAINS ............................................................................................................. 25 18.1 BASIS OF MEASUREMENT ...................................................................................... 25 18.2 BASIS OF PAYMENT ................................................................................................. 25 19 STORM SEWERS .......................................................................................................... 2b 19.1 AS BUTLT INFORMATION ................................�---..................................................... 2b 19.2 TESTING ......................................................................................................................26 19.3 BASIS OF PAYMENT ................................................................................................. 26 20 SA1�lITARY SEWERS AND FORCE MAINS .............................................................. 27 20.1 MATERIALS ................................................................................................................ 27 20.1.1 GRAVITYSEWER PIPE ........................................................................................ Z7 20.1.2 FORCEMAINPIPE ............................................................................................. �7 20.2 1NSTALLATION .......................................................................................................... 27 20.2.1 GRAVITYSEWER PIPE---�-� .................................................................................. 27 20.2.2 FORCEMAINPIPE ............................................................................................. ZS 20.3 ASBUILTDRAWINGS ...............................................................................................28 20.4 TESTTNG ............................................................................•-•.......................................28 20.4.1 TESTING OF GRAVITYSEWERS---........-• ........................................................... 28 20.4.2 TESTING OFFORCEMAINS ............................•---.........-•---.............._................. ,29 20.5 BASIS �F PAYMENT ................................................................................................. 29 2�.5.1 GRAYITYSEWER PIPE ................................•�---------�-�.._...................................:... 29 24.5.2 FORCEMAINPIPE........--� ..........................��-----........---..............................-------.29 21 DRAINAGE ...............................................••--•------...........................................................29 22 ROADWAY BASE AND SUSGRADE .......................................................................... 29 22.1 BASE ................................................................................................................. 22.1.1 BASIS OF MEASUREMENT FOR BASE AND REWORKED BASE ........ 22.1.2 BASIS OFPAYMENT FOR BASEAND REWORKED BASE .................... 22.2 SUBGRADE ...................................................................................................... 22. 2.1 BASIS OF MEASUREMENT ..................................................................... 22.2.� BASISOFPAYMENT ...........................................................................�---.. 23 ASPHALTIC CONCRETE MATERTALS ........................................................ 23_1 ASPHALTIC CONCRETE ................................................................................ ....._..... 29 .__..._.... 31 .._........ 31 ---........ 31 ........... 32 ........... 32 K�a ....... 32 zoi o s��r r�sux�acnvc scor� o� woruc �; 9/9/2008 ' � [� [_� �� L ' Z 2 1 1 ' 2 1 1 1 ' 1 1 1 LJ L�' 23.1.1 AGGREGATE ........................................................................................................32 23.1.2 BITCIMWOZISMATER.1'ALS ...................�---�-•-•--._..................--�-•--•---......-•---.........32 23.2 HOT BITUMINOUS MIXTURES - PLANT, METHODS, EQUII'MENT & QUALITY ASSUR.ANCE ............................................................................................ 32 23.3 ASPHALT MIX DESIGNS AND TYPES .................................................................... 33 23.4 ASPHALT PAVEMENT DESIGNS AND LAYER THICKNESS ............................... 33 23.5 GENER.AL CONSTRUCTION REQUIREMENTS .................................................... 34 23.6 CRACKS AND POTHOLE PREPARATION .............................................................. 34 23.6.1 CRACKS ................................................................................................................34 23.6.2 POTHOLES ...................................................................................�-�---------............39 23.7 ADJUSTMENT OF MANHOLES .........................................�--..............................._... 3S 23.8 ADDITIONAL ASPHALT REQUIREMENTS ............................................................ 3 S 23.9 SUPERPAVEASPHALTIC CONCRET'E .................................................................... 36 23.10 SASIS OF MEASUREMENT .................................................•--.................................. 36 23_11 BASIS OF PAYMENT ................................................................................................. 36 4 ADJUSTMENT TO THE UNIT BID PRICE FOR ASPHALT .................................. 37 S GENERAI� PLANTIlVG SPECIFICATIONS .............................................................. 37 25.1 IRRIGATION ................................................................................................................. 37 25.1.1 DESCRIPTIDN ...............................................................�.........._..........................37 25.1.2 PRODUCT3 .......................................................�--�......_....._..................................39 25.1.3 EXECUTION ..............................................�--......................._..----�-------......._..........43 25.2 LANDSCAPE ...............................................................................................................46 25.2.1 GENERAL .............................................................................................................46 25.2.2 PR�DUCT,S---• ................................................�----•._._............................................51 25.2.3 EXECUTION .........................................................�------•---.....................................5�4 6 HDPE DEFORMED - REFORMED PIPE LINING ................................................... 61 26.1 INTENT ..................................................................................... ................................... 61 26.2 PRODUCT AND CONTRACTOR/INSTALLER ACCEPTABILITY ........................ 61 26.3 MATERIALS ................................................................................................................ 61 26.4 CLEANIIVG/SURFACE PREPAR.ATION ................................................................... 62 26.5 TELEVISION INSPEC'I'ION ....................................................................................... 62 26.6 L1NER 1NSTALLATION ............................................................................................. fi3 2G.7 LATER.AL RECONNECTION .................................................................................:... 63 26.8 TIME OF CONSTRUC'I'ION ....................................................................................... 63 26.9 PAYMENT ....................•---..............._............................................................................63 27 27.1 27.2 28 PLANT MIX DRIVEWAYS ........................................................................................... 63 BASIS O� MEASUREMENT .............................................................•-•-•--•-•--..........._. 64 BASISOF PAYMENT ..................................................................�-•-------�--�----......---•... 64 REPORTING OF TONNAGE OF RECYCLED MATERIALS ................................ 64 29 CUNCRETE CURSS ..................................................................................................... 64 29.1 BASIS OF MEASUREMENT ...................................................................................... 64 29.2 BASIS OF PAYMENT .....................................�-�---............_..._..............................._...._ 64 30 CONCRETE SIDEWALKS AND DRIVEWAYS ......................................................... GS 2010 STREET RES[1RFACING SCOPE OF WORK iii 9/92008 31 K�a 33 34 35 36 Riri 3 3 4 4 30.1 CONCRETE SIDEWALKS .................................................................•-�-�---�----........---- 6S 30.2 CONCRETE DRNEWAYS ...........................................................................�-............ 65 303 BASIS OF MEASUREMENT ...........................................................�-�--...................... 65 30.4 BASIS OF PAYMENT ............................................................................�---�-�•-............ 65 SODDING........................................................................................................................ 65 SEEDING......................................................................................................................... 66 ST�RM MANHOLES, �NLETS, CATCH BAS]NS OR OTHER STORM STRUCTURES................................................................................................................ 66 33.1 BUILT UP T'YPE STRUCTURES.-• ....................................�---•-................................... 66 33.2 PRECASTT'YPE ..............................................................................�--........._...............67 33.3 BASIS OF PAYMENT ......................................................................................:.......... 67 MATERIAL USED ......................................................................................................... 67 CONFLZCT BETWEEN PLANS AND SPECIFICATIONS ...................................... 67 STREETSIGNS .............................................................................................................. 67 AUDIO/VIDEO REC�RDING OF WORKAREAS .................................................. 68 37.1 CONTRACTOR TO PREP,ARE AUDIO/VIDEO RECORDING ................................ 68 37.2 SCHEDULING OF AUDIO/VIDEO RECORDING ................................................... 68 37.3 PROFESSIONAL VIDEOGRAPHERS ....................................................................... 68 37.4 EQUIPMENT ....................................................... .......... 68 ..................... . ........................ 37.5 RECQRDED INFORMATION, AUDIO ...................................................................... 68 37.6 RECORDED TNFORMATION VIDEO ....................................................................... 68 37.7 VIEWER ORIENTATION ............................................................................................ 69 37.8 LIGHTING .................................................•--------..............................................---•--..... 69 37.9 SPEED OF TRA.VEL .................................................................................................... 69 3'1.10 VIDEO LOG/iNDEX ................................................ 69 ................................................... 37.11 AREA OF COVERA,GE ............................................................................................... 69 37.12 COSTS OF VIDEO SERVICES .................•---�--..............................---.......................... 69 S EROSYON AND SILTATIDN CONTR�L ................................................................... 70 3$.1 STABILTZATION OF DENUDED AREAS ................................................................. 70 38.2 PROTECTION AND STABILIZATION OF SOIL STOCKPILES ............................. 70 38.3 PROTECTION OF EXISTTNG STORM SEWER SYSTEMS .................................... 70 38.4 SEDIMENT TRAPPING MEASURES ........................................................................ 70 38.5 SEDIMENTATION BASTNS ....................... 70 . . .......................................................... 38.6 WORKING IN OR CROSSING WATERWAYS OR WATERBODIES ...................... 71 38.7 SWALES, DITCHES AND CHANNELS .................................................................... 71 38.8 UNDERGROUND UTILIT'Y CONSTRUCTION ....................................................... 71 38.9 MAINTENANGE ......................................................................................................... 71 38.10 COMPLTANCE ......................................•-----•�--•--..........................................................71 9 UTYLITY TIE IN LOCATI�N MARHING ................................................................. 74 0 AWARD OF CONTRACT, WORK SCHEDULE AND GUARANTEE .................... 74 1 POTABLE WATERMAINS, RECLAIMED WATERMAINS AND APPURTENANCES....................................................................................................... 74 201� STREBT RESU1tFACING SCOPE QF WpRK iv 9/9/2008 � 1 ' , 1 1 , 1 1 1 ' ' ' ' ' 1 ' 1 ' 4 4 41.1 SCOPE .............�---.........................................................................................................74 41.2 MATERIALS .........:...................................................................................................... 75 41.2.1 GENERAL ............................................................................................................. 75 41.2.2 PIPE MATERI'ALS.AND FITTINGS ..................................................................... 75 41.2.3 GATE YALVES ...................................................................................................... 77 41.2.4 VALVEBOXES........-�-�--� .......................................................................•---�.._........77 41.2.5 HYDR�I.1V'I'5 ...........................................................................................................77 41.2.6 SERVICESADDLES ...............•�-----...._..................................................................79 41.2.7 TESTS, INSPECTIONAND REPAIRS .................................................................. 79 41.2.8 BACKFL�WPREVENTERS ...............................................................�-----...........79 41.2.9 TAPPING SLEEVES ............................................................................................. 84 41.2.14 BL�WOFFHYDRANTS ......................................................................................80 41.3 CONSTRUCTION ..................................................•--•�---�-............................................80 41_3.1 MATERI.9_L HANDLING ....................................................................................... 80 41.3.2 PIPELAYING .......................................................................................................84 41.3.3 SETTING OF YALI�ES, HYDRANTSAND FITTINGS ......................................... 82 41.3.4 C�NNECTIDNS TO EXISTING LIIVES ............................................................... 82 41.4 TESTS ...........................................................................................................................83 �1.4.1 HYDROST,4TICTESTS .........................................................................................83 41.4.2 N�TICE OF TEST .....................•-......................................................................... 83 41.5 STERILIZATION ......................................................................................................... 83 41.5.1 STERt�LIZING AGENT.......--� ............................................................................�--- 83 41.5.2 FLLISHING SYSTEM ............................................................. . .......................... 83 91. 5.3 STER.I'LIZATl'�N PROCED URE .......................................................................... 83 41_5.4 RESIDUAL CHLOI2INE TESTS ............................................................................ 84 41.5.5 BACTERIAL TESTS .....................................�-----�----�•--�-........................................ 84 41.6 MEASUREMENT AND PAYMENT ........................................................................... 84 41.6.1 GENERAL .............................................................................................................84 41.6.2 FURNISHAND INSTALL WATER M.A.INS ...............................................•--.-•---... 85 41.6.3 FURNI'SHAND INSTA.LL FITTINGS ................................................................... 85 41. 6.4 FURNISH AND INSTALL GATE Y.AL ►�ES COMPLETE W1"1'H BOXES AND COVERS................................................................................................................ 8S 41.6.5 FURIVISHAND INSTA.I.L FIRE HYDRAN'I'5 ....................................................... 85 2 GAS SYSTEM SPECIF�CATIONS .............................................................................. 86 3 TENNXS COURTS .......................................................................................................... 86 43.1 PAVED TENNIS C�URTS .......................................................................................... 86 43.1.1 SOIL TREATMENTS ............................................................................................. 86 43.I.Z BASE COURSE ..................................................................................................... 86 43.1.3 PRIMECOAT ...........................................................•---........................................86 43.1.4 LEI�EZING COURSE ...............�-�---.........................................---•----�----................. 86 43.1.5 SURFACE C�URSE ......................�--............................................--•----..............--- 86 43.1.6 COLOR C�AT ...................................................................................................... 87' 43.2 CLAY'TENNIS COURTS ............................................................................................ 88 43.2.1 GENERAL.---� .................•--•--................................................................................_ $8 43.2.2 SITEPREPARf1TlON ............................................................................................ 89 43.2.3 SLOPE .......................•-�---�-�--��-.............._................................................_..............89 43.2.4 BASE C�NSTRUCTIDN..--•--�-� ...............................•---.............----•-•-•--•-.-•-............ 90 � 2010 STREET RESURFACING SCOP� OF WORK ' v 9/9I2008 44 4 r� 43.2.5 PERIMETER CURBING ......................�-----....._.............--�-------...........-�---�--........... 90 43.2.6 SU.RFACECOURSE ......................................................•-�-�---...............................90 43.2.7 R�OTBARRIER ..............................�-�-�---�-�................................-�----•�----�-............90 43.2.8 FENCING ...............................�-----•--�-�---�---•--•--�--�---�--...-------................................. 91 43.2.9 WINDSCREENS ......................................�•-..........._.............-•---............_.....-•-�----...91 43_2.10 CDURTEQUIPMENT-�-�--�---� ............................................�-�---�---........_................91 43.2.11 SHADE STRUCTURL ......................�-�-----�.._........................................--�---�.......... 93 43.2.12 WATER SOURCE (Patable) ..............................................��--------..._...................... 93 43.2.13 CONCRETE ..........................................................................................................93 43.2.14 EXISTING SPORTTENN.IS COURTLIGHTING ................................................. 93 43.2.15 WATER C�OLER .................................................................................................. 94 43_2.16 DEMONSTRATION..-----��-�--• .............................................�-�---�--........----...---•---•...94 43.2.17 WARRANTY ..........................................................................:.....................�-�--•--...94 WORK ZONE TRAFFIC CONTR�L ......................................................................... 95 44.1 CQNTRACTOR RESPONSIBLE FQR WORK ZONE TR.AFFIC CONTROL ......... 95 44.2 WORK Z�NE TRA�'FIC CONTROL PLAN .............................................................. 95 44.2.1 WORKZONESAFETY--��-�-� .................................................................................95 44.3 ROADWAY CLOSURE GUIDELINES ....................................................................... 96 44.3_1 ALLROADWAYS...-�-�-�-�-� ................�-�-----•--....-�---..............................--•-•-�•--•---�-....96 44.3, 2 MAJOR ARTERIALS, MINOR ARTERIALS, LOCAL COLLECTORS ................. 96 44.3.3 MA.IOR ARTERIALS, MINOR ARTERIALS ......................................................... 96 44_3.4 MAJOR ARTER.IALS...-�------�--� ..............�---�............................--•--.........-�---�---......._ 96 �4.4 APFROVAL OF WORK Z�NE TRAFFIC CONTROL PLAN ................................... 96 44.5 INSPECTTON OF WORK ZONE TRAFFIC CQNTAOL OPERATION .................... 97 44.6 PAYMENT F�R WORK ZONE TRAFFIC CONTROL ............................................. 97 44.7 CERTIFICATION OF WORK ZONE TRAFFIC CONTROL SUPERVISOR..._........ 97 5 CLTRED-IN-PLACE PIPE LIN1NG .............................................................................. 97 45.1 INTENT ........................................................................................................................ 97 45.2 PRODUCT AND CONTRACTOR/INSTALLER ACCEPTABILITY ........................ 98 45.3 MATERIALS ................................................................................................................ 98 45.4 CLEANING/SURFACE PREPARATION .................... ...... 98 45.5 TELEVTSION INSPECTION ....................................................................................... 99 45.6 LINER 1NSTALLATION ............................................................................................. 99 �}5.7 LATERAL RECONNECTION ..................................................................................... 99 45.$ TIME OF CONSTRUCTION ....................................................................................... 99 45.9 PAYMENT ................................................. 99 `, SPECIFICATIONS FOR POLYETHYLENE SLIPLINING ...................................10� 46.1 MATERIALS .............................................................................................................. 100 46.1.1 PIPE AND FITTIIVGS ......................................................................................... 100 46.I.Z QU.A.LITYCONTROL ......................................................................................... 100 46.1.3 SAMPLES ...................•--�--��--•-•-----...._..............................---................... .100 46.1.4 REJECTION...........-�-�-� ..............•-�---•-•----�-...................---............................._......100 46.2 PIPE DIlv1ENSI�N5 ................................................................................................... 100 46.3 CONSTRUCTION PR.ACTICES ............................................................................... 101 46.3.1 HANDLIIVG OFPIPE ..............................................................•--........................ 101 46.3.2 REPAIR OFDAMAGED SECTIONS .................................................................. 101 2010 STREET RESUI�ACINCr SCOPE DF WORK vi 1 1 , � _ ' � L� C� ' ' ' , C� 1 1 1 1 9/9/20D8 � ' �� 1 ' ' ' ' ' [� 1 1 1 1 ' � 4 4 46.3.3 PIPE JOINWG ................................................................................................... 101 46.3.4 HANDLING OFFUSED PIPE..........-� ............................................................... 101 46.4 SLIPLINING PROGEDURE ...................................................................................... 101 46. 4.1 PIPE REQ UIREMENTS AND DIMENSIONS .................................................. 101 46.4.2 CLEANINGANDINSPECTION .........................................................................101 46. 4. 3 INSERTI�N SHAFT AND EXCAYATIONS ........................................................ 102 4b.4.4 INSERTION OF THE LINER .............................................................................. 102 4b_4.5 CONFIRMATION OF PIPE SIZES .............................................................. ...... 102 46_4.6 UNDERDRAINCOIVIVECTIONSIFREQUIRED ..............................................102 46.4.7 BACKFILLING ....................�---�-•--......................-.:----......_..................................103 46.4.8 POIIVTREPAIR ...................................................................................................103 46.4.9 CLEAN UP OPERATIONS .............•--..........................................._..................... 103 7 SPECIFICATIONS FOR POLYVINYL CHL4RIDE R'[BBED PIPE ....................103 47.1 SCOPE ........................................................................................................................103 47.2 MATERIALS .............................................................................................................. 103 �F7.3 P1PE ............................................................................................................................ 103 47.4 70INING SYSTEM .....................................�--............................................................ 104 47.5 FITTINGS ...................................................................................................................104 SGUNTTE SPECIFICATIONS ......................................................................................104 48.1 PRESSURE INJECTED GROUT ..............................................................................104 48.2 REHABILITATION OF CORRUGATED METAL PIPE WITH GLTNITE ............... lU4 48.3 COMPOSI'I'ION .........................................................................................................104 48.4 STRENGTH REQUIREMENTS ................................................................................ 105 48.5 MATERIALS .............................................................................................................. 105 48.6 WATER .......................................................................................................................105 48.7 REIN�ORCEMENT ......................................•---.................................................._......105 48.8 STORAGE OF MATERIALS ..................................................................................... l OS 48.9 SURFACE PREPARATION .......................................................................................106 48.10 PROPORTIONING ..................................................................................................... 106 48.11 MIXING ......................................................................................................................106 48.12 APPLICATION ...........................................................................................................106 48.13 CONSTRUCTION JOINTS ....................................................................................... 107 48.14 SURFACE FINISH ................................................................................................. ... 107 48.15 CURING .....................................................................................................................107 48.16 ADJACENT SURFACE PROTEGTION ................................................................... 107 48.17 INSPECTION ........................................................................:.................................... 108 4$.18 EQUIPMENT ............................................................................................................. 108 49 SANITARY AND STORM MANHOLE LINER RESTORATION ......................... lU9 ' 49.1 SCOPE AND INTENT ............................................................................................... 109 49.2 PAYMENT ..................................................................................................................109 49.3 FIBERGLASS LINER PRODUCTS ......................•.................................._................ 109 ' 49.3.1 MATERI'ALS .......................................................................�-�---............-�----........_ 109 49. 3.2 INSTALLATION AND EXECUTION ........................... ....................................... 110 49.4 STRONG SEAL MS-2 LINER PRODUCT SYSTEM ...............................................110 , 49.4.1 MATERIALS .........................................................................................................111 49.5 INFILTRATION CONTROL .......................................................................................111 ' 2010 STREET RESURFACING SCOPE OF WORK vii 9�9��g [� 50 51 52 53 54 49.6 GROUTING MIX.........--�----�-� ......................................�---�--...............----•---�-�--�-..........1 l 1 49.7 LINER MIX-�--� .........................................�--•-�-�---�----�-•--...........---........-•----..................111 49.8 WATER .................�-...................................------._................................................_.........112 49.9 OTHERMATERTALS ........................................�-�......................................................1i2 49.1U EQUIPMENT ................�-�--•.................................----�-�-�-�-�--................-�-------�-...---••---..112 49.11 INSTALLAT�ON AND EXECUTTON ...................•----................................................112 49.11.1 PREPARATI�N .......................................•-�---.......................................................112 49.11.2 MIXING ....................................................................................�............---�-..........113 49.11.3 SPRAYING ............................................................��-�-�------........_......-----�---�..........113 49.11.4 PRODUCTTESTING ..............�-----............................._................_.......................113 49.11.5 CURING ............................................................�-�--.....................-•---....................113 49.11. 6 MAIVHOLE TESTING AND ACCEPTANCE .......................................................114 49.12 TNNERLINE ENVIRONMENTAL SERVICES LINER PRODUCT SYSTEM ........114 49.12.1 SC�PE ..............................�---._.......---�------....................-----�---.........................._....114 49.X2.2 MATERIALS .........................................�--..............................................................114 49.12.3 INSTALLATIONAND EXECUTION ...................................................................116 PROJECT IlVFORMATION SIGNS ...........................................................................11.8 IN-LINE SKATING SURFACING SYSTEM .............................................................118 51.1 SCOPE .........................................................................................................................118 51.2 SURFACE PREPARATIONS .............................•-..........._............................. ...119 --•........ 51.2.1 ASPHALT .............................................................................................................119 51.2.2 CONCRETE .........................................................................................................119 51.2.3 C4URTPATCHBINDER MIX ............................................................................119 51.3 APPLICATZON O�' ACRYLIC FILLER COAT ..........................................................119 51.4 APPLICATION O�' FORTXFZED PLEXIPAVE .......................................................... 120 51.5 PLEXIFL�R APPLICATYON .................................................................................... 120 51.6 PLAYING L1NES ......--•-• ........................................•--......................................._......... 120 51.7 GENER.AL ..................................................................................................................120 51.8 LIMZTATIONS ............................................................................................................120 RESIDENT NOTIFICATION OF START OF CONSTRUCTION ......................... ]21 GABIONS AND MATTRESSES .................................................................................121 53.1 MATERIAL ....-�---� ...................................................................................................... 121 53.1.1 GABIONANDRENOMA7'7'RESSMATERIAL ..................................................121 53.1.2 GABIONAND MATTRESS FILLER MATERIAL : .............................................. 123 53.1.3 MATTRE�S'S WIRE ............................................................................................... XZ4 53.1.4 GEOTF�Y7'ILEFABRTC..-� .......................��---..................._.........._..........._...------...124 53.2 PERFORMANCE ....................................................•..................................................124 LAWN MAINTENANCE SPECIF'ICATIONS ...........................................•..............125 54.1 SCO�E ........................................................................................................................125 5�l.2 SCHEDULING OF W�RK ........................................................................................ 12S 54.3 WORK METHODS .................................•...................................................---•...........126 54.3.1 MAINTENANCE SCHED ULING ....................................................................... 126 54.3.2 DI.TI'IESPERSERVICEYISIT .........................•-•--.----..._....................................126 54.4 LIT'I'ER .......................................................................................................................126 54.5 VTSUAL CHECK ........-�----�-•..........--• ......................................................................... 126 2010 STREET RESURFACING SCOPE OF WORK viii 9/9/2008 � L� , , 1 � 1 � 1 ' , 1 ' ' 1 ' 1 1 � 54.b PLANT TRTMMING AND PALM PRiJNING .......................................................... 126 54.7 PH�ENIX SPECIES (CANARY DATE, INDIA DATE, PYGMY DATE, ETC.)..... 126 54.$ DEBRIS REMOVAL ................................................................................................�. 126 54.9 TRAFFIC CONTROL ............................................................................................:... 127 54.10 PEDESTRIAN SAFETY ...........................•-•--............................... .... 127 54.11 PLANT FERTILIZATION .................................•........................................................ 127 54.12 WEED REMOVAL IN LANDSCAPED AREA ......................................................... 127 54.13 MULCH CQNDITION ............................................................................................... 127 54.14 IRRIGATION SERVICE AND REPAIR ...........................................•............_........... 127 54.15 LAWN AND ORNAMENTAL FEST CONTR�L ..................................................... 127 54.16 PALM FERTILIZATION ............................................................................................ 127 54.17 FREEZE PROTECTION ............................................................................................ 128 54.1$ LEVELOF SERVICE ................................................................................................. 128 54.19 COMPLETION OF WORK ....................................................................................... 128 54.20 1NSPECTION AND APPROVAL .............................................................................. 128 54.21 SPECIAL CONDITIONS ........................................................................................... 128 55 MILLING OPERATIONS ...........................................................................................129 55.1 EQUIPMENT, CONSTRUCTION & MILLED SURFACE ...................................... 129 55.2 ADDITIONAL MILLING REQUIREMENTS .......................................................... 129 SS.3 SALUAGEABLE MATERIALS ................................................................................. 130 55.4 DISPOSABLE MATERIALS ..................................................................................... 130 SS.S ADJUSTMENT AND LOCATION OF UNDERGR�UND UTILITIES ..................130 55.6 ADJUSTMENT OF UTILITY MANHOLES ............................................................ 130 55_7 TYPES OF MILLING .................................•-.............................................................130 55.8 MILLING OF INTERSECTTONS .............................................................................. 131 55.9 BASIS OF MEASUREMENT .................................�--•----........................................... 131 55.10 BASIS OF PAYMENT ............................................................................................... 131 56 CLEARiNGAND GRUSSING ...................................................................................131 56.1 BASI5 OF MEASUREMENT .................................................................................... 131 56.2 BASI5 OF FAYMENT ..............................................�---...._........................................ 131 57 s�.1 57.2 58 58.1 58.2 59 59.1 60 60.1 61 61.1 RIPRAP.........................................................................................................................131 BASISOF MEASUREMENT ................................................................................ . 131 BASISOF PAYMENT ............................................................................................... 132 TREATMEN'I' PLANT SAFETY ................................................................................132 HAZARDPOTENTIAL .....................•--..................................................................... 132 REQUIRED CONTKACTOR TRA.INIIVG ................................................................ 132 TRAFFIC SIGNAL EQUIPMENT AND MATERIALS ...........................................132 BASI5 OF MEASUREMENTAND PAYMENT ....................................................... 133 SIGNINGANDMARKING .........................................................................................133 BASI5 OF MEASUREMENTAND PAYMENT ....................................................... 133 ROADWAY LIGHTING ..............................................................................................133 BASTS OF MEASUREMENTAND PAYMENT ....................................................... 133 ' 2010 STREET RESURF'ACING SCOPE OF WORK � ix 9/9/2008 62 TREE PROTECTION ...................................•-•--•-........................................................ ].34 62.1 TREE BARRICADES ................................................................................................ I34 62.2 ROOT PRUNING .............................................................•......................................... 134 b2.3 PROPER TREE PRUNING ......................................•--•-•--.................-•---.................... 135 63 PROJECT WES PAGES ..............................................................................................136 63.1 WEB PAGES DESIGN .....................................•-----.......................................---•-�-...... 136 G3.2 WEB ACCESSIBILITY GUIDELINE5 ..................................................................... 136 63.3 THE SUN AND WAVES LOGO AND ITS USE ....................................................... 136 63.4 MAPS AND GRAPHICS ........................................................................................... 137 d3.5 INTERACTIVE FORMS ........................................................................................... 137 53.6 POSTING ....................................................................................................................137 63.7 WEB PAGES UPDATES .........................•--........................................_...................._.. 137 2010 STREET RESURF'ACING SCpPE OF WQRK x 9/9/2008 1 , 1 1.1 ' � ' ' 1 � ' ' ' ' � ' 1 ' � 1 1 Section IV — Technical Specifications ��I�]�?[�1�L�]� / SCOPE DESCRIPTION The work proposed in this contract includes th� asphaltic concrete resurfacing of approximately 6.75 miles of streets within the City of Clearwater as listed herein and shown on the engineering drawings prepared by the City of Clearwater Engineering Department, Location Maps 1 tluough 9 of 9 and Striping Map Sheets 1 through 22. The base bid for this project is to complete the resurfacing using S-type Marshall Mix design asphaltic concrete containing a rnaximum of 25- percent reclaimed asphalt pavement (RA,P) with a11 rnillings retained by the City of Clearwater. Three (3) alternative bids are requested: � 3. The Contractor retains project rnillings. Excaliber Drive SP 12.5 Asphalt on Countryside Baulevazd (only) ASPHALTTC CONCRETE — Unless otherwise specified herein, asphalt resurfacing work shall be perfoz�.ned in accordance with the Section N, Article 23 of the City's Technical Specifications. One and one-half inches (1- '/Z") of S-I As�halt shall be placed on Countrvsic�e Boulevard from Belcher Road ta SR S$0 (See Limits of Work #1 and #2 and Location Map 1 0� 9) tagether with Hercules Avenue from Gulf-to-Bay Baulevard ta D�-uid Raad (See Location Map 8 of 9). One inch (1") of S-III A.sphalt shall be placed an the various streets hightighted on Location Maps 2 thru 7 of 9 with payment to be per ton. Alternative Bid #1 is rcquested far the Contractor retaining the project millings. Alternative Bid #2 is also requested to place one- inch (1") of S-III Asphalt on Excaliber Drive ( a private road )(See Location Map 9 of 9 and Striping Map 22) with payment to be per ton with other construction activities as shown on Alternative Bid #2 Proposal Sheet. Alternative Bid #3 is also requested to place one and one- half inches (1- 1/z") campacted SP 12.5 Asphalt in place on Countryside Soulevard ( Belcher Raad to SR 580 ) w�ith payment to be per ton. All radius returns shall be milled and paved a minimum 50 feet on the cross sbreet beyond the point of tangency of the cross street unless otherwise directed by the Project Inspector, with payment to be included in the appropriate p�r ton bid item for asphalt and milling. All transverse and longitudinal joints must be smooth and level; longitudinal joints must be located on the edge of the travel lane or in the center of the travel lane. A crowned surface should be attained unless otherwise directed by the Project Inspectar. URDER AND PRIORITY OF WORK - The order ar�d priority of the resurfacing work will, in genera.l, be established at the pre-construction conference. As other construction activities are scheduled within this proposed work azea, resurfacing must be coordinated with these activities through the Project Inspector and Praject Engineer. Tl�.e Project Inspectar, Construction Coordinator and the Project Engineer reserve the right to alter the order of work as may be needed during the course of the contract with proper advance notification ta the Cantractor. The work in each area shall be completed priar to maving to the next area. 2U10 STREET RESURFACIlVG SCOPE OF W�RK.doc Page 1 of 137 9/9/2008 Sectivn iV — Technical Specifications NOTICE BY CONTRACTOR TO INSPECTOR FOR LOCATION OF WORK - The Contractor sh.all provide the Project Tnspector a minimum o f 48 hours notice of the intended time and location of work. This will be strictly adhez�ed to so that the I�spector can schedule inspections in advance. SWEEPING - The Contzactor shall pay particular attention to the sweeping in this contract. Before paving, the construction areas shall be swept with the braom tractor xnethod in conjunction with a municipal type sweeper either of the vacuum or the mechanical type that picks up and hauls off dust and dirt. All sweepers, including bxoonn txactors, shall be equipped with its own water supply for pre-wetting to minimize dust. The Contractor shall supply a water truck if necessary for e#�icient praject progressian. Moreover, the Contractor shall sweep debris off of sidewalks, driveways, curbs and utility structures in additian to the roadways iznxx�.ediately aftex milling. CONTRACTOR'S CONTACT W�TH CITIZENS - The Contzactar shall conduct business in a professional manner and be courteous to citizens. Citizen inquiries ar questions that the Contractor cannot answer, or are of a controversial nature, should be farwarded ta the Project Inspector. HYDRANT METERS — The Contractor shall obtain hydrant meters by contacting Utility Custorner Service a minimum of 48 hours priar to the pav�ng operatian. Also, the Contractor shall schedule the locations with the City's Utility Department. MILLING — The Project Tnspector or Project Engineer will give specific directions as to the location of milling aperations and the application of leveling and/or the wearing course on a street- by-street basis. In cases where concrete valley swales are present, the adjoining pavement shall be milled to allow far the new asphalt grade to be flush with the concrete surfac�. In addition, intersections, as well as other azeas (including radius returns), are to be milled a minimum of 50 feet in both directions from the low point of the existing swale, and repaved so as to restore and/or improve the original drainage characteristics. Far additional milling specifics and information, see Section IV, Article 55 of the City's Technical Specifications. There will be two (2) types of milling for this contract in the base bid: 1. Full Width (up to 2") - This will consist of milling the entire roadway (i.e. curb line/edge of pavernent to curb line/edge af pave�nent). A1� existing horizantal and vertical genmetry shall remain unless otherwise indicated or approved by the Froject Inspector or Project Engineer. 2. Full Width (2" ta 4"� — 5�11� aS riurn��r 1 a�OV�. 2010 STREET RESLJRFACING SC�PE OF WQRK.doc Page 2 of 137 9/9/2008 i ' 1 ' �� L� Section IV -- Tachnical Specifications 3. Alternate 2: Wedge (up to 2" Excaliber Drive Qnlvl - Thuis 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. Payment for wedge m,illing will be based on a six-foot width. Detail milling shall be rec�uired aroutad any and all utility structures, tra�`ic calming devices, curbs or wherever required to complete a properly milled surface for paving. Utility structures may include, but are not limited to, man�holes, storm grates, lamp holes, water valve boxes, reclaimed water valve boxes, gas valve boxes, tree aeration units/vents, clean-outs, utility vaults and monitoring wells. An.y joints between existing and new asphalt sha11 be rnilled for the entire length of the joint to achieve a smooth transition. ' The Contractor shall be responsible %r removing any asphalt and debris from milling that remain in the curb line, median curbs and/or any utility structure. Any utility structure contaminated with milling sha11 be vacuum cleaned at the direction of the Project inspector after the rnilling operation ' of a s�cet is complete. The cost of this removal shall be included in the bid item price for the type of milling pex-formed on that street. ' 1 ' 1 ' ' � , ' ' 1 'The City will keep a.11 millings except as a conditian of Alternative Sid #1, the Contractor retains rnillings. The Contractor shall transport and stockpile all material at our Mainten.ance yard on .Arcturas Avenue. VEGETATI�N CONTRUL PRIQR TO RESURFACING - The Contractor shall herbicide and kill all grass and vegetation a m�i.nimum of five days before the paving operation_ The herbicide used shall effectively prevent the vegetation from coming though the new paving. The cost of this vegetation control is to be included in the cost of resurfacing. The Contractor sha11 also edge the grass and yards adjacent to streets with no curbs prior to resurfacing to expose the edge af the existing pavement. PAY TTEMS ANll NON-SPECIFIC WORI� - Work for which a specific pay item is not provided should be included in the most appropriate pay itern included in this project. � ADJiTSTMEIVT OF iTTII.TTY STRUCTURES — The Contractor shall �mplete any necessary adjushnents of sanitary sewer and stormwater utility manholes and appurtenance5. The Contractor will be paid a unit price for each adjustr►ient. The Contractor's attention is called to Section N, Article 23.7 of the City's Technical Specifications describing the adjustment of utility manholes and valves boxes. All utility structures on the surface of the roadway, whether City or privately owned, sha11 be fitted with the approved riser of other approved adjusbments prior to resurfacing_ The paving operation must closely follow these adjustrnents, never exceeding seven (7) calendar days. When seven (7) calen.dar days is appmaching, the Contractor will be instructed ta concentrate fully on paving these areas and stop all other wark. Compacted material around appurtenances shall be 2010 STREET RESURFACING SCOPE OF WORK Page 3 of 137 9/9/2008 Section IV — Technical Specifications asphalt (the use of portland concxete is not acceptable). It is the responsibility of the Con�actor to inform the owners of all utilities of impending work and coordinate their adjustments so they are completed before the paving sclaedule. The location of utilities will be discussed at the pre-� construction conference_ The Conixactoz' sha.11 take notice of the following utilities: 1. Manholes - On arterial roadways, the rims of xnanholes are to be xanaped with asphalt during the time period between initial adjustment and final zesutfa.cin�g. The use of maiahole risers for necessary adjustzn.ents is acceptable under the follawing conditions: a. Prior to paving, the Contractor must examiile all manhole cavers that are required to be xaised within project limits so that the risexs can be made to arder. Said examination should note the following: diameter and thickness of the cover, is the cover ta.pezed or square edged, and amount of rise needed. The exainination should also nate i� any ri.ngs are damaged. All danr�aged areas should be brought to the attention of the Praject Inspector imxnediately after they are discovexed. All rings that the Project Inspector deems in poor condition shall be replaced per City Index 301. b. The paving ope�ration shall occur within seven (7) calendar days of placeiment of the riser. c. If the riser does not fit pxoperly in the opinion of the Project Inspectox, the Contractor shall adjust the rnanhole per the pxocedure listed in Section N, Article 13 of the City's Technical Specifications. d. The risex shall meet ox exceed all requirements listed in Section N, Article 23.7 of the City's Technical Specifications. All nnanholes must be adjusted prior to final resurfacing. Necessary utiliry adjustments will be paid for by riser installation per Section N, Article 13 of the City's Technical Specifications. 2. Storn�a Grates — Deta.il milling shall be used to ensure that drauiage characteristics are preserved. Steep dxops to stoxtn grates caused by aspk�.alt overlay will not be permitted. 3. Catch Basins - The elevation of new asphalt in front of any catch basin opening (throat) rnust rnatch the elevation of the existing concrete cuxb face in front of the catch basin. 4. Reelaizned Water Valve Boxes - Every zeclaimed water valva box in the project area shall be adjusted unless appxoved risers can be obtained by the Contractor. 5. Utilities Not �wned by the City of Clearwater — Sefore paving, the Contractor shall obtain risers 2010 ST1tEET RESURFACING SCOPE OF WQRK Page 4 of 137 9/9/2008 ' , � ' 1 ' , ' 1 I� ' ' 1 ' , � �.� ' [-� �J ' ' Section IV — Techruical Specifications rings or provide necessary adjus1ments to any large utility manholes zaot owned by the City. Such riseis are available &orn the private utility campany. 6. Water Valve Saxes - Single piece riser rings available for round water valve boxes are allowed ' and are to be pmvided by the Contractor. The Contractor shall be responsible for providing risers or adjusting all water valve boxes. ' � 1 1 ' 7. Gas Valve Baxes - Single piece riser zings available for round gas valve boxes are allowed and aze to be prov�ided by the Contractor. The Contractor shall be responsible for providing risers or adjusting all gas valve boxes. All adjustment to existing structure shall comply with FDOT specifications, Section 425-6.8. All water (potable and reclaimed) and gas valves, sewer cleanouts, �ce aeration units/vents, etc. shall be adjusted by the Contractor with the cost for this work to be included in the unit cost of the asphalt. Care shall be taken to locate and identify a11 said appurtenances to ensure that they are nat paved over. PROGRESS MEETINGS -�rogress meetaings rnay be called by either the Contractor or the City ' to discuss the project. The Contractor must schedule the work effort and use rnultiple crews as needed for xrnilling, resurfacing, etc. to accomplish all required work within the allotted contract time. 1 , 1 RESIDENT NOTIFICATION - The Contractar sha11 notify residents per Section IV, Article 52 of the Gity's Technical Specifications this contra.ct and businesses affected by the work seven (� days in advance af construction. The Cantractar sha11 also place notices on a11 vehicles parked on streets to be paved 24 hours prior to the paving operation. The Contractor shall notify businesses about access routes and times i2 hours prior to paving operation. TR,AFFIC CONTRUL - Tra#�iic control sha11 be the responsibility of th� Contractox, with the cost ' included in the cost of restufacing. 'Ibvo-way traffic should be rnaintained if at all possible. All road closures shall require proper signage and detaur in accordance with a11 applicable FDOT standards. See Section N, Arkicle 44 of the City's Technical Specificarions for additional traffic control details ' and specifications. Detailed plans for traf�ic rr�aintenance shall be submitted to and approved by tlie Project Tnspector prior to the commencement of woric. Referencing FDOT Indexes is not sufficient to be considere� a detailed plau. 1 1 1 ' The Contractor must subrnit his traffic control plans to the City as soon as passible af�er award, but at least by the pr�canstruction maeting, for review and approval. 2010 STREET RESURFACING SCOPE aF WQRK Page 5 af 137 9/92008 Section IV — Technical Specifications PAVEMENT MARKIl�TGS: All existing pavezn�nt rr�arkixigs sh.all be replaced. Stxi.ping shall be replaced on the sa;me day parring of a section is completed or on the following day if the proper Maintenance of Traf�ic is 1eft in place ovemight. The Project Inspector xnay require temporary striping. The ztaarlcings shall be Fast Dry Traflic Paint and shall be listed on the FDOT Qualifie� Praduct List. Care shall be exercised to protect newly painted areas frozn trafFic until the paint is dry. For placement and spacing of all tuz�r� arrows see F.D.O.T. index 17346_ TRAFFIC SIGNAL L�OP DETECTORS: Existing traf�ic si9nal loops in sectians of roadway being milled and resurfaced will be replaced by the City's Traffic Operations section. Traflic Operations will identify all existing loops in roadvvay sections to be xxiilled at the �r�construction conference. The Contractor shall contact the Traffic �peratians Manager, Paul Bertels, at 727-562- 4794 a minimum of two (2) full +�vorking days prior to begi.ru�;ing znilling operations in the vicinity of existing loop detectars. NOTE: THE CONTR.ACTOR SHALL NOT INTERFERE WiTH THE WORKiNGS OF A1VY TRAFFIC SIGNAL. STREET SXGNS - Removal or relocation of sigi�s by thE Contractor is prohibited on this project (see Section N, Article 36 of the City's Technical Specifications). EROSION CONTROL -- In any non-paved azea used to store materials or any other purpose to allow for project completion, the Contractor sha11 be required to place sediment traps around al�l storrn ixilets withiu the scope of the project and to xnaintain thexn until the work is completed (see Section IV, Article 38 of the City's Technical Specifications). The Contractor is to perfornr� all con.struction activity so as to prevent soil erosion into adjacent roadways or drainage featuxes in accordance with City Environmental Standards. TR.ACKING PREVENTION — Th,e Contxactor is responsible for preventing the tracking of asphalt and tack onto nearby roadways from any vehicle whether owned by the Contractor or not. 1. Sand and scratch pads The Cont�ractor shall place sand where vehicles exit the tacked area to reduce tra.cking. Moreover, a scratch pad, a thin pull o� asphalt put down at the end of a course, can be used to remove loose tack from the tires of a construction vehicle before it exits the site. 2_ Pavers — The Contractor shall clean any brick pavers in the roadway of all tracking caused by the work. 3. Sixiping —'The Contractor shall restore any stripixxg tracked over at no cost to the City. 4. Nearby intersections - The Contractor shall unrnediately clean up all tack accu.mulations at nearUy intersections. 2010 STREEI' RESURFACTNG 5COPE QF WQRK Aage 6 of 137 9/9/2008 � � LJ 1 1 ' 1 � ' , ' 1 1 , � 1 1 , �J ' ' Section N—Technical Specifications 5. Tack ov�spray �- The Contractor shall clean up all tack averspra.y. � SOD REPLACEMENT AND THE REPAIR OF SPRINKLER SYSTEMS - Sod disturbed by ' project construction shall be replaced by the Contractor with the cost included in other bid iteins. Replacement sod shall match the existing type and be watered until gxowth is established. Also, the Contractor is responsible to repair sprinkler systems damaged by project construct�on with ' the cost included in other bid items. Damaged sprinklers shall be repaired. and be iunctional prior to the placement of new sod. ' C� ' 1 1 ' 1 1 ' , � ' 1 1 PRE-BID INSPECTYON OF WORK SITES - The Contractor is responsible to review all work locations prior to bidding. MEASUREMEN'I' OF CONTRACT QUANTITIES — The Contractor shall provide the I'roject Inspector a list of construction quantities (including square yards and tons of material used) for each street on a weekly basis and preceding �ach payment. This information is n�ded to ck�arge specific budget codes within the City's capital improvernent prog�am. ASPHALTIC INDEX ADJiJSTMENT - The Coniractor's attentian is called to 5ection N, Article 2�l of the City's T�hnical Specifications which describes an allowable variation for the price adjustment of asphaltic concrete based on the DOT Asphalt Tndex. If the change in the Asphalt Index is more than 10% up or down, then the price change will be adjusted on the final billing. T'he City maintains the right to adjust the contract work amount subject to a sigz�i,ficant change in the asphalt index. NOTICE TO PROCEED - T'he notice to proceed will be issued imxx�.ediately after the award of caniraet and the pre-construction conference is complete. START OF PROJECT W�RK - The Contractor shall begin project work within thirty (30� days of the execution of the cantract. COURDINATION OF THE WORK WTTH CONTRACTOR'S SIIPERVISUR - This project has many work areas and will require close coordination between the Contractor's pexsonnel and City staff. To facilitate this coordination, the City will require that the Contra.cto�'s job site foreman or superintendent for this project have a working cellular phone at all times during the working day and that the City's sta£� will be able to make contact with the C.ontractor's representative with this cell phone. The cost for this requirement is to be included in the unit costs of the project. VIDEO TAPE - It is the responsibility of the Contractor to video tape all work areas. See Section N, Article 37 of the City's Technical SpacificaLions. 2010 STREET RESURFACING SCOPE OF WORK Page 7 of 137 9/9/2008 5ection IV — Technical 5pecifications THE CITY ALTERIlVG PROJECT WORK - Quantities contained in tl�e contract proposal are for the work in the defined areas. The ordez- of wozk will be detemlined by tY�.e City at the pre- constructian conference. The City reserves the right, as additional funding nnay becorr�e available, to extend the contract by change order. Any such additional worrk will be pe�-fonned at the cwnrent contract prices. The Contractor may, at his discretion, choose not to perform additional work tha.t he believes to be dangerous ox not in keeping with the character af the known work in this contract. Jzi addition, the City rreserves the ri�ght to delete or a]tex project locations if deemed necessary (see Sec�ion III, Article 10). STAGING AREA - The Contractor sh.all make provisions for his own staging areas. The Contractor nnust p;rovide written pez•mission by owner of property five (5) working days before occupying any staging axea, including City owned property. The Contractor will bring the pennission letter(s) for the first staging area to the 1're-construction meeting. The 1'roject Inspector can assist the Contractox to determine if any City properties are available to use as staging areas. All staging areas zmust be restored to the original condition ox better. STORAGE OF MATERIALS - The Praject Inspectar may authorize the storage of material in public zight-of-way on streets where �affic will not be disrupted. Said storage areas must be kept small, be barricaded, and be swept daily. They must also be separated from traffic lanes, not hinder driveways, and cannot cause any erosion pmblems. The Contractor is responsible for restoning all storage areas to their original condition or better. DEBRiS DISPOSAL - All debris shall be hauled off the job site by the Contractor in a timely manner and at his own expense in conformance with all regulatory requirements. The Contractor shall at all times keep the premises free of accumulated waste materials, rubbish or othex' debris caused by his work. The Contractor is to include in each pay request a tonnage o�project materials that have been diverted from normal solid waste disposal sites and were recycled in accorrdance with State of Flonida reporting requirements. PROJECT SAFE'TY - The Conbractor shall take all necessary safety precautions to protect the genecal public, City staff, members of his work force, and property. The Cantractor shall comply wittx the latest OSHA requirements. See Section III Article 6.9 of the City's General Conditians for more specifics. � PROTECTION OFADJACENT PROPERTY - If adjacent property is affected or endangered by any wox'k done unde�r tlxis contract, it shall be the responsibility of the Contractor to take whatevez' steps are necessary to protect the adjacent property and notify the Project Inspectox. CONFLICT EETWEEN TI3E PLANS AND THE SPECIFICATIONS - The more stringent requirement shall apply whenevex a conflict appears between the plans and the specifications (see a Section N, Article 35 of the City's Technical Specifications). � 1 i 1 ' ' � , ' 1 1 ' � ' 1 � � 2010 S'IREET RESURFACING SCOPE OF WORK Page 8 of 137 9/9r1D08 t ' ' 1 ' ' Section IV — Technical Specificatians ASPHA.I.TIC ROADWAY RESTORATION - Any required base replarement or other roadway restoration caused by project work, or deemed necessary by the Project Inspector, sha11 be Type S-nI asphalt. Said replacement/restoration, including preparation and compaction, shall be paid for out of the per ton bid itern for the type of asphalt used. ' OVERTIlVIE IlVSPECT�ON -'The City's Construction Di�vision does not have sufficient ftuiding to provide far overtime inspection. The Contractor is required to perform work that requires uxzmediate inspection during normal working hvurs_ The Contractor may perf'arm work that does ' not require immediate inspection at his own sch�dule. The Con�actor will be charge� $60.00 per hour for overtime inspection. Fayment %r Project Inspector overtizn� inspection shall be made by check payable to the City of Cleazwater within thirty (30) days of invoicing by the City, ' ' PRU3ECT SIGNS -- The Contractor's attention is calle� to the bid iterYx for project signs and Section IV, Article SQ of the City's Technical Specifications. Project signs shall be required for all active work sites. ' DIRECTYON TO CONTRACTOR - The Contractor is to only take direction from the City's Project Inspector, Construction Coordinator, or Project Engineer. The Project Inspector shall be the primary contact for the City. Ignoring or failwre to comply with directives of the Pz'oject � InspECtor to the Contractor's Superintendent shall be grounds for removal of the Superintendent froxn the job for the remainder af the contract. �J 1 1 ACCEPTANCE OF THE WORK - The Contractor is responsibl� for all work until final acceptance by the City. A11 project installations sha11 be warranted by the Contractor far one year (see Sectian III, Article 13.5 of the City's General Conditions). CONTACT PER50N - Contact Donald Melone @ 727-Sb2-4798 for questions or concems prior to the pr�construction conference. Contact Perry Lopez @ 727-562-4760 after the pre-construction conference. � ' AMO�TNT OF WORK TO BE iJNDER CONSTRUCTION AT ONE TIIV�E - The amount of work under consirucdon at any given time shall be such that all milled areas are resurfaced witlun seven 7 calendar da froxn the cammence�nent of the millin o eratian. The Project izaspector ' must approve the milling of new streets. Saad Inspector has the right to stop the project if resuifacing is not being completed within the seven ('� calendar day time fra.uxe. ' ' 1 1 AS-SUIIaT PLANS - The Contractor shall submit two rnarkeci sets of as-built construction drawings prior to each payment subrnittal. As-built plans shall be "redlined" over the original construction dra.wings. 2010 STTi�ET RESURFACING SCOPE OF WORK Page 9 of 137 9/9/1008 Section IV — Technical Specifications PAYMENT - Payment for services will be contained in the following contract bid items. 1) �'ull width mill (up to 2"), 2) Full width mill (2" to 4'�, 3) Asphaltic Concrete resurfacing one and one- half inches (1-1/2") Type S-I, 4) Asphaltic Concrete resurfacing one-inch (1") Type S-III, 5) Manhole riser installation, Items 6-15) Pavement Markings, 16) Project signs, Items 17-20) Temporary Favement Markings, 21) Remove and Replace 'I�pe I curb, 22) Remove and Replace Valley Gutter curb, 23) R�ove and Replace Mndified curb, 24) Remove and Replace Swale curb, 2� Remove and Replace concrete drive apron(s) (if needed), 26) Adjust sanitary sewer man hole, 2'n Remove and Replace 4" concrete sidewalk (if needed), 28) Sod, 29) Adjust storm inlet grate and frame anly. An Altet�nativ� Sid #1 is also requested for the Conb-actax retaining the project rnillings, Alternative Bid #2 is also requested for one-inch (1'� Type S-III Asphalt Concrete resurfacing in place on Excaliber Drive (a private road) with payment ta be per ton with other construction activities as shown on Alternative Bid #2 Proposal Sheet, Alternative Bid #3 is also requested for one and a half inches (1-1/2") compacted SP 12.5 Asphalt Concrete resurfacing in place on Countryside Soulevard ( Belcher Road to SR 580 ). The Coniractor's eosts for provision of a cell phone, repair of damaged sprinklers, sweeping, transport and stockpiling of rnillings, herbicide, sod/sidewalk/driveway restoration as part of curb replacernent, exarnination of all manholes, preparation/cornpactiox�/restoration of roadways, tree pruning, erosion conlral, videotaping, restoration of all storage a.n.d staging areas, debris removal, and traf�c control shall be included an the above mentioned pay iterns. ARTICLE �{0. - AWAR]] QF CUNTRACT, WORK SCHEDULE A1VD GUARANi'EE: It is iurther required that all work vv�thin this contract be completed within 90 consecutive calendar days. Contract date ta com�mence at issuance of notice to proceeti. If the Contractor fails to cornplete the vvork vc�ithin the stipulated time, the City will retain the amoun.t stated in the Contract, per calendar day, for each day that the contract re.mains incornplete. The vvork shall be discontinued on Saturdays, Sundays, and appraved Holidays. If it be:cornes necessary for the Coniractor to perForm work on Sahurda}rs, Stuxdays, and approved City of Clearwater Employee Holidays, that in the opinion of the Project Engineer, will require the presence oiInspectors, the Contractor shall pay the City af Clearwater, Florida, the atxxount of Four Hundred Eighty dollars $4( 80.�01 per eight hour day for each Inspector given such assignment. The Contractor shall r�rnedy any defects in the vvorlc at his own expense and pay for any damage to other work resulting there from which appear witl�:in a period of one year frozn the date of final acceptance. CONTRACT PERIOD: 90 CONSECUTIVE CALENDAR DAYS 1 1 ' , 1 , , � 1 � ' 1 1 1 1 1 ' 2010 STREET ItESLJRFACING SCOPE OF WQRK Page 10 of 137 9/9/2008 � 1 Section N — Technical Specifications 1.2 SC�PE OF WORK CHECKLIST Pro'ect Name: 2010 STREET RESURFACING PROJECT Pra'ect Number: 10-0022-EN The following Arkicles of the Technical Specifications will apply to this cant�ract i� znarked "X" as shown below: 1 X Sco e Of Work 2.1 Line and Grade Shall Be Per#'ormed By The Contractor 2.2 X Line and Grade Shall Be PerFormed By The Cit 3 X Definition Of Terms 4 X Order A.nd Location 0�'The Work 5 Excavation For Undexground Work 6 X Concrete 7 X Excavation .And Farms For Concrete Work $ X Reinforcezx►ent 9 X Obstructions 10 X Restoration Or Re lacernent Of Driveways, Curbs, Sidewalks And Street Pavetxxent 11 X Wark In Easements Or Parkwa s 12 Dewatering 13 Samitary Manholes ] 4 Backfill 15 Street Crossin , Etc. 16 X Raisin Or Lowerin Of Sanit Sewer, Storm Draina e Structures 17 Unsuitable Material Rernoval 18 Underdrains l9 Storm Sewers 2Q Sanitary Sewers And Force Mains 21 X Drainage 22 X Roadwa Base And Subgrade 23 X Asphaltic Concrete Materials 24 X Adjustment To The LTnit Bid Price For As halt . 2S General Planting S ecifications 26 Hd Deformed - Reformed Pi e Linin 27 Plant Mi.7t Driveways 28 R arting Of Tonnage Of Recycled Materials 29 X Concrete Curbs 30 X Concrete Sidewalks And Driveways 31 X Sodding 32 Seedin 33 Storm Manholes, Inlets, Catch Basins Or Other Storm Structures 34 Material Used 3S X Conflict Between P1ans And S ecifications 36 X Street Signs 3'� X Audio/Video Recordin Of Work Areas 2010 STItEET RESURFACING SCOPE OF WORIC Page 11 of 137 9/9/2008 38 39 40 41 42 43 44 45 4d 47 48 49 50 51 52 53 54 55 56 57 S$ 59 60 61 62 63 Section IV — Technical Specifications X Erosion And Siltation Control Utilit Tie In Location Marking X Award Of Contract, Work Schedule And Guarantee Potable Watermains, Reclaimed Watern�.ains and A Gas Systern Specifications Tennis Courts X Work Zone Traffic Control Cured-In-Place Pi e Lizain Specificatians for Pol eth lene Sli lining S ecifications for Polyvinyl Chloride Ribbed Pipe Gunite S ecifications Sanitary and Storm Manhole Liner Restoration X �roject Information Signs In-Line Skating Surfacing Syste�m X Resident Not�fication of Start of Constructi.on Gabions and Mattresses Lawn Maintenance Suecifications and Grub Treai�nnent Plat�t Safety Tra�c Si al E ui rne;nt an�d Materials X Si�nin� And Markin� X Tree Protectaon Proiect Web Pa 2010 STREET RESUItFACTNG SCOP� OP WORTC Page 12 of 137 9/9/2008 1 1 2 ' 2.1 Section [V — Technical Specifications FIELD ENGINEERING LINE AND GRADE SHALL BE PERFORMED BY THE CONTRACTOR ' The Contractor shall provide and pay for field �ngineering s�rvice 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 requixed to execute the Contractor's construction nnethods. Engineers and Surveyors shall be licensed professionals under the laws of the state of Flo�ida_ The Contractar shall provide three (3) complete sets af As- ' built Survey to the Engineer prior tv final payment being rnade as outlined in Section ITI (General Conditions), Article 6.11.2 of these Contract Documents. , ' ' 1 2.1.1 GRADES, LINES AND LEVELS Existing basic horizontal and vertical control points for the project are those designated on the Drawings ar provided by the City. Cant.rol points (for alignment only) shall be established by the Engineer. The Contractar shall lacate and protect contral points prior to starting site work and shall preserve a11 pernnanent reference paints during construction. In working near any permanent property c�mers or reference rnarkers, the Cantractor shall use care not ta rennove ar disturb any such markets. In the event that markers must be remaved or are disturbed due to the proximity of construction work, the Contractor shall have them referenced and reset by a Land Surveyor qualified under the laws of the state af Flo;�da. 2.1.2 LAYOUT DATA The Contractor shall layout the work at the location and to the lines and grad.es shown on the ' Drawings. Survey notes indica.ting the infor.nnation and measurements used in establishing locations and grades shall be kept in notebooks and furnished to the Engineer with the record drawings for the project. � 1 1 ' � 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 prroject inspector a replacement af the woaden lath and atakes used in the canstruction of this project. Excessive stake replacement caused by ne�igence of Contractor's forces, a$er initial line and grade have been set, as determined by the City Engineer, will be chaxged to the Contractor at the rate of $100.00 per hour. Time sha11 be computed for actual time on the project. All time shall be c�mputed in on�hour incrernents. Mini;t�num charge is $100.00. The City will generate the project Record construction drawings. 3 DEFINITI�N OF TERMS For the purpose of these Technical Specificatinns, the definition of terms from SECTTON III, ARTICLE �- DEFINTTIONS of these Contract Documents shall apply. For the purpose of the Estimated Qua.ntities, the Cantractor's attentian is calle� to the fact that ' the estimate of quantities as shown on the Propasal Sheet is appraximate and is given only as a basis of calculation upon which the awazd of the contract is to be made. The Ciry does not ' 2p10 STREET RESURFACING SCqPE OF WORK Page 13 of 137 9/9/2008 t Section iV — Technical Specifications assume any responsibility that the final quantities will remain in strict accordance with estimated quan:taties nor shall the contractor plead misunderstandings or deception because of such estimate of quantities or of the character or location of tb.e work ar of other conditions or situations pertaining thereto. 3.1 REFERENCE STANDARDS 1 1 1 , Reference ta 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: A ANIA AASHTO ACI AISI AMA AMCA ANSI APA ASAE ASCE ASHRAE ASME ASSE ASTM AWG AWMA AWS AWWA CFR CISPT CRSI CS DEP DOT EPA k'AC FBC FFPC FGC FMC FPC Aluxninum Association, Inc. Architectural Aluminum Manufacturers' Association American Association of State Highway and Transportation Officials Annerican Concrete Institute Anaerican Iron and Steel Institute Acoustical Materials Assqciation Air Moving and Conditioning Association, Inc. American National Standards Institute American Plywood Association American Saciety af Agricultural Engineers American Society of Civil Engineers Air�erican Society af Heating Refrigerating and Air Conditioning American Saciety of Mechanical Engineers American Society of Sanitary Engineering American Society for Testing and Materials American Wire Gauge Aluminum Windaw Manufacturer's Association American Welding Society . American Water Works Association CQde of Federal Regulations Cast Iron Sail Pipe Institute Concrete Reinforcing Steel Institute Cornmercial Stan.dards and National Bureau of Standaxds Department of Environmental Protection (Florida) Department of Transportation (Florida) Environmental Protectian Agency Flarida Administrative Cade Florida Building Code Florida Fire Prevention Code Florida Gas Code Florida Mechanical Code Florida Plumbing Code 2010 STREE�' RESURFACING SCOPE OF WORK Page 14 of 137 Ll ' ' ' 1 1 , ' , 1 � ' 9/9/2008 , t �� ' ' , ' ' ' ' i� 1 1 Section [V — Technical Specifications FedSpec Fe.dezal Specifications HI Standazd.s of Hydraulic Institute IBBM Iron Body, Bromzed Mounted IEEE Institute of Electrical and Electronics Engineers TPS Iron Pipe Size MIL Military Specification NAAMM National Association of Architectural Metal Manufacturers NSFU National Soard of Fire L7nderwriters NEC Natianal Electrical Code NEMA National Elechical Manufacturers Association NFPA National Fire Protection Association NPT National Pipe Thread NWMA National Woodwork Manufacturers' Associatian PCA Portland Cement Association PCI Prestressed Concrete Institute SBC Standard Building Code (SBCCn SBCCI Sauthern Suilding Cade Cangress Internatianal, Inc. SDI Steel Door Institute SF�C Standard. Fire Prevention Code (SBCCI) SGC Sta.ndard Gas Code (SBCCn SJI Steel Joist Institute SMACCNA Sheet Metal and Air Conditioning Contractors' National Associatian SMC Standard Mechanical Code (SSCCI) SPC Standazd Plumbing Cade (SBCCI) SPIB Southern Pine Inspection Bureau SSPC Steel Struch�res Painting Council TCA Title Cauncil af Am�rica UL Underwriters' Laboratories ' 4 ORDER AND LOCATION OF THE WORK 1 This article not used. See SECTION III, ARTICLE 20 --� �RDER AND LOCATI�N OF THE WORK. 5 EXCAVATI�N FOR UNDERGR�UND WORK ' The contractor is responsible ta take a11 necessary steps to conduct all excavation in a manner which pravides 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 Regu.latory Agencies, pazticularly the Occupational Safety and Health Adrninistration (QSHA) requirements for excavation. Unless otherwise specifically stated in ' these plans and specifications, the methads of safety cantrol and cornpliance with regulatory agency safety reyuuements are the full and complete responsibility of the contractor. ' Far the pwrposes of the Contractor's safety planning in the bidding pracess, the contractar is to consider all excavation to be done in the perfarmance of this contract to be in soil classified as OSHA "Type C". The Contractor's attention is called to specific requirements of OSHA for ' 2010 STREET RESURFACING SCOPE OF WORK Page 15 of 137 9/9/2008 i1 Section TV — Technical 5pecifications excavatian shoxing, employee entry, location of excavated material adjacent to exca.vation, the removal of water from the excavation, surface encumb;rances and in particulax 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 �om time ta time to perform inspections, tests, survey lacatian work, or other similar activity itt an excavation prepared by the contractor. City staff in conformance with the OSHA Excavation Safety Requirerzxents are to ozal.y 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 o�inion of the City's staff, the entry into the Contractor's excavatian is unsafe or does not conform OSHA requirements. If this circumstance accurs, the contractar nnust either provide the necessary safety requirements or provide alternate rneans for the accom.plishment 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 su#�'icient quantities to allow the contractor to perform excavation woxk using stxictly the "open cut" method whereby no shoring systems are used and trench side slopes axe cut to conform to USHA safety requirennents withaut a shozing system. Tn addition to safety reasons, the Contractor is required to use excavation and trench-shozing rnethods in compliance with a11 safety requirements which allow the Gontxactor to control the amount of restoration work necessary to complete the prroject. Not more than one hun.dred (100) feet of trench shall be opened at one tixne in advance of the connpleted work unless written perrnission is received from the Engineer for the distance specified. Faz- pipe installation pz-ojects, the tz-ench shall be six (G) inches wider on each side than the greatest external horizontal width of the pipe or conduit, including hubs, intended to be laid in them. The bottorn of the treiach under each pipe joint shall be slightly hollawed, to a11ow the body of the pipe to rest thxoughout its length. St� case a trench is excavated at any place, excepting at joints, below the grade of its bottonn as given, orr directed by the Engineerr, the filling and cornpaction to grade shall be done in such manner as the Engineer shall direct, without compensation. 6 CONCRETE Utaless otherwise directed, all concrete woxk shall be perrformed 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 atherwise specified, all concxete shall have fiber mesh reinforcing and have a rxxirunr�um compressive strength of 3000 p.s.i. at 28 days. The cement type shall be Type I and shall conform to AASHTO M-8S. The aggregate shall conform to ASTM C-33. All zeady mix concrete shall conform to ASTM C-94. The slump for all concrete sha11 be in the range of 3" to S", except when adrx�ixtures or special placement considerations are required. The Contractor shall notify the Project Inspector a minimurn of 24 hours in advance of all concxete placerr►ent: All concrete shall be tested in the following nnanner: ' ' ' 1 ' � 1 1 , 1 , , ' 1 � 1 �� 2010 STREET RESURFACING SCQPE OF WORK Page 16 of 137 9/9/2008 ' � ' Section IV — Technical Specifications 1 Flacement of less than 5 cubic yazds (cy) shall be tested at the Engineer's discretion. Otherwise, ' for each class, for each day, %r every 50 cy or part thereof exceeding 5 cy, one set of 3 compressive strength cyliz�ders will be required (1 at 7 days and 2 at 28 days). At the discretion of the Engi�neer, unacceptable test results may require the Contractor to provide further tests, as ' determined by the Engineer, to determine product acceptability, or need for removal, and compensation or denial thereof. ' 7 7.1 ' ' �J 1 �� 1 ' ' ' EXCAVATION AND FORMS FOR CONCRETE WORK EXCAVATION Excavating for concrete wrork 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 shal.l be poured "in the d�,�, 7.2 FORMS Forms for concrete work shall be either wood or metal (except curbs, metal only, unless by written permission from Engineer). They sha11 be free from warps or bends, shall have a depth equal to the dimexisions required for the depth of the concxete deposited against them and shall be of sufficient stzezigth when staked to resist the pressure of concrete without moving or spnnging. 8 REINFORCEMENT When required, reinforcement shall be placed in the concrete worlc. Bar reinforcement shall be deformed: ASTMA-A 615, steel shall be billet Intermediate or Hard Crrade: Rail Steel A.A.S.H.T.O. M42. 'Ibvisted Bars shall nat be used, Fabric Reinforcement shall canform to the requirements of A.ASHTO M55 (ASTM A185), Welded deformed steel wire fabric for Cancrete reinfarcement shall meet the requirements of A.ASHTO M 221 (ASTM A447). Epoxy coated reinforcing Steel Bars shall meet ASTM 775/A77 M-86 requirements. 8.1 BASIS OF PAYMENT Reinforcernent shall not be pa.id 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, �uvires, mains, footings, driveways, or other structures encountered shall be ' carefully pratected from injury or displacement. Any damage thereto sha11 be fu11y, promptly, and properly repaired hy the Contractar to the satisfaction of the Engineer and the owner thereof. Shauld it become necessary ta change the p�si�ion of water or gas or other pipes, sewer drains, ' or poles, the Engineer shall be at once notified oi the locality and circumstauces, 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 lacation, natwre or extent of any exist�ng structures or , obstructions shall not be the basis of a clairn for extra work. Any survey rnonument or benchmark which must be disturbed shall be carefully referenced befare removal, and unless ' 2010 STREET RESURFACINCr SCOPE OF WORK Page 17 of 137 9/9/2Q08 LI Se�tion N — Technical Specifications otherwise provided for, shall be replaced upon completion of the work by a registered land surveyor. Any concrete removed due to construction requirernents shall be removed to the nearest expansion joint or by saw cut. Contractor shall consult Tnspector for the approved means. 10 RESTORATION �R REPLACEMENT OF DRIVEWAYS CURBS SIDEWALKS AND STREET PAVEMENT Driveways, sidewalks, and curbs destxoyed or damaged during construction shall be replaced and shall be the sam�e type of material as destroyed or darnaged, or to existing City Standards, whichever provides the stronger repair. All street pavernent destrayed or damaged shall be replaced with the sanne type of material, to existing City Standards, unless the existing base is unsuitable as determined by the Engineer, the:n the base sha11 be replaced with City approved rnaterial. All replaced base shall be a minimum 8" compacted thickness, or sarne thickness as base destroyed plus 2", if over 6", and cornpacted to 98% o�rnaximum density per AA.SHTO T 180. Unless called for in the proposal as separate bid items, cost of the above war� including labor, materials and equipment required shall be included in the bid price per lineal foot of rnain or square yard of base. The bid price for street pavemerrt, restoration or replacement when called for in the proposals, sha11 include all materials, labor and equipment required to complete the work, and shall be paid for on a square yard basis. When replace�nent 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 �ipe. All over this will be at the Contractor's expense. The bid price for restora.tion or placement of driveways, curbs and sidewalks, when called for in the proposals, shall include all materials, labar and equiprnent required to carnplete the work and shall be paid for on the basis of the follawing units: Driveways, plant mix - per square yard: concrete - per square foot; curbs - per lineal foat; sidewalk �" or 6" thick - per square foot. Concrete wal�s at drives shall be a minimurn of 6" thick and be reinfarced wi.th 6/6 X 1�/10 welded wire mesh (also see Articles 8 and 30). The Contractor shall norify the Project Inspector a minimum of 24 hours in advance of all driveway, curb, sidewal� and street restoration and replacement work. 11 WORK IN EASEMENTS OR PARKWAYS Restoration is an ixnpartant phase of construction, particularly to residents affected by the construction progress. The Cantra�tor will be expected to complete restoration Activities within a reasvnable tirne following prirnary canstruction activity. Failure by the Contractor to accomplish restoration within a reasonable time shall be justification for a temporary stop on prirnary construction activity or a delay in approval of partial payment requests. Reasonable care shall be taken for existing shrubbery. Contractoa- shall replace all shrubbery removed or disturbed during construction. No sepaxate payrnent shall be made far this work. The contractor sha11 rnalce provision and be responsible for the supply of all water, if needed, on any and all phases of the contract work. The contra.ctor shall not obtain water frorn local residents or businesses except as the contractor shall abtain written permission. 2010 STREET I2ESUTtFACING SCOPE OF WORK Aage 18 vf 137 9/9/2�08 1 , � 1 , 1 , ' ' ' , , , ' 1 C� ' ' �J 1 Section IV — Technical Specifications 1 ReusE water is available for the Contractor's use without charge from the City's wastewatex ' treatment plants, provided the water is used on City of Clea.rwate;r cantractual work. Details fo;r Contractor to obtain and reuse water from the treatment plaz�ts will he coordinated at the pre- canstruction conference. The Contractor's use of reuse waterr must conform to all regulatory ' xequirements. 12 DEWATERING ' 12.1 GENERAL Unless specifically authorized by the Engineer, all pipe, except subd�rains, sha11 be laid "in the , dry". The contractor shall dewater trench excavation as required for the propez execution of the work, using one or more of the following approved xr�ethods: well paint system, trenched gravity underdrain system, or sumps with pumps. 1 1 Well point systems must be efficient enough to lower the watex level in advance of the excavation and maintain it continuously in ordex that the trench bottom and sides shall remain firm a.txd reasonably dry. The well points shall be designed especially far this type of servic�, azxd the pumping unit used shall be ca.pable of maintaining a high vacuum, and at the same time, of handling large volumes of air as well as oiwater. ' The Contractor shall be responsible foz disposing of all water resulting frorn trench dewat�ring ope�rations, and shall dispase of the watex without darnage or undue inconvenienc� to the work, the surrounding area, or the genc�ral public. He sha11 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. C� LJ The cost of dewatering sha11 be included in the unit price bid per lineal foot of pipe, or, in the case of other underground structures, in the cost of such structures. 12.2 PERMIT REQUIREM,ENTS 12.2.1 DEWATERING CONTROL The City of Clearwater will hold the Contractor responsible for obtaining a Generic Pennit for ' the Discharge of Pmduced Groundwater from Any Non-Contaminated Site Activity prior to dewatering or dischazging into the City's streets, storm sewers or waterways. Prior to discharging prroduced groundwater frorn any construction site, the contracto;r must ' collect samples and analyze the groundwater, which must rneet acceptable discharge lirnits. The following document has been incorpo;rated into this section for refe;rence. .. ' ' 1 12.2.2 GENERIC PERMIT FOR THE DISCHARGE OF PRODUCED GROUND WATER FROM ANY NON-CONTAMINATED SITE ACTIVITY City NatiScation Procedure - Contractor must provide the City of Clearwater Environznental Department with the following infarmation prior to beginning dewatering activities: 1) A copy of all groundwatex laboratory results 2) A copy of the �DEP Notification ' 2010 STREET RESURFACING SCOPE OF WORK Page 19 of 137 �I 9/9/2008 Seaion IV — Technical Speci�cations Failure to follow the above procedure rvill result in a Violation and a Stop Work Order will be placed on the pmject. Depending on the severity of the Violation, the City's Engineering Department may be requirad. to notify the Departmex�t of Environmerrtal Pxotectian for enforceznent action. The %llowing procedure will be followed: 1 st occurrence - Stop Work Order 2nd occurrence - Notification to FDEP It is recomrnended that the Contractor call or meet �r+ith the City Enviroxxmental 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 vvater from any non-contaminated site activity whi.ch discharges by a point source to surfac� waters of the State, as defined in Chapter 62- 620, F.A.C., o;nly if the reported values for the parameters listed in Table 1 do not exeeed any of the listed screening values. Before dischaxge of produced ground water can occur from such sites, analytical tests on samples of the proposed untreated discharge water shall be performed to detenmine ii contamination exists. Minirnum reporting requirements for all produced ground vc�ater dischargers. The ef�uent shall be sampled. before the commencement of discharge, again within thirty (30) days after comrnencement of discharge, and then once every six (6) months for the life of the project to maintain continued coverage under this generic permit. Sarnples taken in compliance with the provisions of this permit sha11 be taken prior to actual discharge or mixing �evith the receiv�ing waters. The effluent sha11 be sampled for the parameters listed :in Table 1. TABLE 1 Screening Values for Discharges inta: Parameter Fresh Waters Coastal Waters Total Organic Carbon (TOC) 10.0 mg/1 10.0 mg/1 PH, standard units 6.0-8.5 6.S-S.5 Total Recoverable Mercury -- by Method 1631 E 0.012 µg/1 0.025 µg/1 Tota1 Recaverable Cadmiurn 9.3 µg/1 9.3 µg/1 Tatal Recoverable Copper 2,g µg/] 2.g µg/1 1 1 ' , 1 1 � 1 , 1 � ' 1 J ' �J 1 2010 STR.EET RESURFACING SCOPE OF WORK Page 2� of ] 37 9/9/2008 ' 1 ' [-� 1 1 ' 1 ' L_� 1 r Section IV — Technical Specifications Total Recoverable Lead 0.03 mg/1 5,6 µg/1 Total Recoverable Zinc 86.0 µg/1 86.0 µg/1 Total Recoverable Chromiurn (Hex.) 11.0 µg/1 50.0 µg/1 Senzene 1.0 µg/1 1.0 µg/1 Naphthalene 1a0.0 µg/1 100.0 µg/1 If any of the analytical test results exceed the screening values listed in Table 1, except TOC, the discharge is not authorized by this permit or b the Ci o 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 rec�uirement. To request this exemption, the permittee shall submit additional information with a Notice of Intent (NOI), described below, which describes the methad used to determine that these compoux�ds are naturally occurring. The Deparnnent sha11 grant the exemprion if the permittee affiirmatively demonstrates that the TOC values are caused by natural�y occurring, high rtaolecular weight organic compounds. (b) The NO� shall be submitted to the appropriate Department district office thirty (30) days prior to dischazge, and contain the following infornaation: 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 nurnb�r(s); 4. a map showing the facility and dischazge location (inclu�ing latitude and longitude); ' S. the name of t�e receiving water; and 6. the additional infornnation required by paragraph (3)(a) of this permit. ' (c) Discharge shall not cornmence until notifica.tion of coverage is received from the Department. - For fresh vvaters and coastal waters, the pH of the ef�luent shall not be lowered to less than 6.0 ' un�its for fresh waters, or less than G.5 units for coastal waters, or raised above 8.5 units, wnless the pennittee submits natural background data confirming a natural background pH outside af this range. If natural backgrou.nd of the receiving water is deter�nined 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 backgraund or vazy more than one (1) unit above natural background for fresh and coastal waters. Tf natural background of the receiving water is determined to be higher than 8.5 units, ' the pH shall not vary above nahual back�ound or vary mare than one (1) unit below natural background of fresh and coastal waters. The perrnittee shall include the natural background pH of the receiving waters with the results of the analyses required under paragraph (2) of this ' permit. For purposes of this section only, fresh waters are those having a chloride concentration of less than 1500 mg/l, a.nd coastal waters are those having a chlaride concentration equal to or g7reater than 1500 mg/l. , 2010 STREET RESURFACING SCOPE OF WqRK Page 21 of 137 g/g/2ppg L _� Section IV — Technical Specificaqons In accordance with Rule 62-302.500(1)(a-c), �'.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 analyt-ical 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 sur£ace waters of the State is expected, or, if applicable, the facility may seek coverage under any other applicable Department generic pernait. No discharge is pern�.issible without an effective permit. If the analytical tests reyuired by paragiraph (2) reveal that no contarnination exists from any source, the facility can begin disck►arge immediately and is covered by this pernait without having to submit an NOI request for coverage to the Department. A short suminary of the proposed activity and copy of the analytical tests sha11 be sent to the ap.plicable Department district o�Fice within one (1) week after dischazge begins. These analytical tests shall be kept on site during discharge and made available to the Department if requested. Additionally, no Discharge Monitoring Report foxm.s are required to be submitted to the Department. All of the general conditions listed in Rule 62-621.250, RA.C., are applicable to this Generic Permit. 'There are x�o annual fees assaciated with the use of this Genez�c Pernait. 13 SANITARY MANHOLES 13.'I BUILT UP TYPE Manholes shall be constructed of brick with cast iron frames and covers as shown on the drawings. Invert channels sha11 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. ChaYnges in size and grade of channels shall be made gradually and evenly. Invert channels shall be formed by one of the fallowing znethods: forrn directly into concrete manhole base, build up with bnick and mortar, lay half tile in concrete, or lay full section of sewer pipe thraugh manhole and break out top half of pipe. Tlxe manhole floor outside of channels sha�l be znade sznooth at�d sloped towaxd channels. Fxee drop in rnan.holes frorn inlet pi�e invert to top of floor outside the channels shall not exceed twenty four inches. ' Standard Drop Manholes shall be constructed wlaerever free drop exceeds twenty four inches. Manhole steps shall not be provided_ Joints sha11 be completely filled and tha mortar shall be smoothed frorn inside of manholes. The entire exterior of brick rnanholes shall be plastered with one half inch of mortar. Srick used may be solid only. Brick sh,all 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. 2010 STR�ET R�SURFACING SCOPE OF WORIC Page 22 oF l37 9/9/2008 1 Section IV — Technical Specifications ' AASHTO M 85 Type �I cement shall be used thraughout with a minimum wall thickness of 5 ' inches. The precast sections shall confo�r,nn to ASTM C 4781atest revision. Section joints shall be a tongue and groove with "ram neck" gasket or "O" ring to provide a watertight joznt. Minimum concrete strength shall be 4000 psi at 28 days. 1 ' C� 1 ' ' 1 ' � 1 ' , ' C.J ' ' Three sets of shop dra.wings and locatian inventory shall be submitted to the City Engineer for approval. Approval of shop drawizigs does not relieve contractor of responsibility for compliance to these speci�ications unless letter from contra.ctor requesting specific varia,nce is approved by the City Engineer. Location inventory submitted with shop dra.wing shall detail parts of zxaanhole 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 canstzvction placement. A plan or list of the numbening system shall be present on the job sitE when manhole components are delivered. Precast manhole dimensions, drop entry, grout flow of channel, ete., shall be as shown on City of Clearwater Engineering Detai] #302 Sheet 2 of 3. Manhole sections shall be rejected if abused during shipping or placement and if pipe openings are not properly aligned. The "break in" to precast manholes for pipe entry will not be allowed. The manhole base shall be set an 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 af the ma.nb.ole cone and the manhole cover frame, a rnanhole adjustment ring shall be installed. The intent of the manhole adjustment ring is to accornmodate fixture grade changes without disturb;izxg the manhole. See Section IV, Article 23.7 — Asphaltic Concrete — Adjustment of Manholes. 13.3 DROP MANHOLES Standard drop inlets ta manholes shall be const[vcted of comraaercial pipe, fittings and specials as detailed on the drawings. '13.4 FRAMES AND C�VERS Manhole frames and covers shall be set in a full bed of mortar with the top of the cover flush with ar higher than finished �ade as directed. Refer to Detail 301. 13.5 MANHOLE COATINGS The extez7ior 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 122'1 Type II Class n as manufactured by W.R. Meadows Sealtite or approved equal. Interiar of built up manholes which have sewers ente�ng with a free drop or which receive discharge from a farce maan shall have the inside plastered with ll2-inch of grout and coated as precast znanholes below. The extenior and interior of all precast manholes shall be coated with at least 15 mils dry thickness of Type �I Asphalt emulsion, moisture and damp proof (Specification ASTM D 1227 Type II Class n as manufactured by W.R. Mea.dows Sealtite. 2010 STREET RESURFACING SCOPE OF WORK Page 23 of 137 9/9/2008 Section IV — 7'xhnical Specifications 13.6 CONNECTIONS T� MANHOLES Connections to existing sanitaary rnanholes using approved PVC sewer main shall be rnade with a manhole adapte�- coupling by Flo Control, In.c., or approved water stop coupling. 14 BACKFILL Material for backfill shall be caxefiilly selected from tla� excavated material or from other sources as may be required by the Engineer. Such material shall be gr�.nular, free from organic matter or debris, contain no rocks ox other hard fragments greater than 3" in the largest dirnension and all fill sha11 be similar material. Backfill placed around pipes shall be caxefully placed around the sides and top of pipe by hand shovels and thoroughly compacted to 12" above the pipe by tan�ping or othe�r suitable means. Backfill undez all types of paving shall be compacted in layers not to exceed 12" in thiclu�ess unless alternate method is approved by the Engineer. Backfill shall be a minimum of 98% compaction as detenmined by the modified Proctox Density Test to the bottom of pavement. Backfill outside of pavement areas shall be compacted the full depth to the ground surface to a minimum of 95% compaction ofAASHTO T 180 5tandard 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 dirrected by the Engineer, the trenches shall be bridged in an open and secure manner, so as to prevent any se;rious intemiption of travel upan the roadvvay or sidewalk, and also to af�ord necessary access to public or private pz'emises. The mate�ial used, and the mode of constructing said bridges, and the approaches, thereto, must be satisfactory to the Engineer. The cost of all such �t�vork 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 th� cost of the work. 17 UNSUITABLE MATERIAL REMOVAL All unsuitable material, such as nnuck, clay, rock, etc., shall be excavated and removed froxn the site. All matenial xenaaved is property of the Contractor, who sha11 dispose of said material off- site at his expense. The limits of the excavation shall either be shown on the plans, or determined in the field by the Engineer in conjunction arith the City's Materials Tester. 2010 STREET RESURFACING SCOPE OF WORK Page 24 of 137 9/9/2008 , 1 , 1 1 1 , 1 , �! 1 1 ' 1 ' 1 , L� 1 � ' [� �l ' ' ' 1 1 ' ' , Section IV — Technical Specifications 17.1 BAS1S OF MEASUREMENT Tkxe basis of ineasurement shall be the amount of cubic yards of unsuitable material excavated and replaced with suitable material as determined by either cross sections of the excavation, truck measure, or lurnp surn as specified in the Scope of Work and Contract Proposal. 17.2 BASIS OF PAYMENT The unit pr�ce for the removal af unsuitable material shall include: all materials, ec�uiprnent, 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 rnost appropriate bid item. 18 UNDERDRAINS Th� Contractor shall construct sub-surface drainage pipe as directed in the Contract Scope of Work and deta.il drawings contained in the Project construction plans. In general, urxderdrain 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 t}rpe �ilter 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 ar crushExl gravel. Unless otherwise noted on the plans, underdrain pipe shall be 8" diarneter, polyvinyl chloride pipe, in conformance with A5TM F-758 "Standard Specification For Smooth Wall PVC Underdrain Systerns for Highways" latest revision, minimum stiffness oi 46 in conformance with ASTM D2412, perforations in confonnance with A.ASHTO M-1$9 described in FDOT Sectian 948-4.5 or latest revision and in confonnance with ASTM D3034 - SDR 35. Altemate acceptable underdrain pipe xx�,aterial is Contech A-2000 which is a rigid PVC pipe exceeds ASTM Specifications D17$4, minimum cell classification af 12454B or 1245�tC, manufactured per ASTM F949-93a, minimwn pipe stifFness of 50 psi, with no evidene� of splitting, cracking or brealcing when pipe is tested in accordance with ASTM D2412 at 60% flatting and with a double gasket joint. Underdrain pipe placed benea.th existing driveways and roadways sha11 be nan-perforated pipe ' with compacted backfill. All poly-chlaxide 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 apecifications. All ur�derdrain ' aggregate shall be fully encased in a polyester filter fabric "sock" (Mirafi 1�10-N or approved equal) per the construction detail �drawings. lJ 1 ' 1 ' 18.1 BASIS OF MEASUREMENT Measuzement shall be the number af lineal feet of 8" Sub-drain in place and accept�d. 18.2 BAS{S OF PAYMENT Payment sha11 be based upon the unit price per lineal foot for underdrain as measured above, which shall be full compensation far all work desc�ibed in this section of the specifications and shall iu�clude all materials, equipment, and labar necessary to construct the underdrain 2010 STREET RESURFACING SCOPE OF WORK Page 25 of 137 9/9/2008 Section IV — Technical Specificadons (specifically underdrain pipe, aggregate and filte�r fab�c). Underdrain clean-outs, sod, driveway, road and sidewalk restoration shall be paid by a separate bid item. 19 ST�RM SEWERS All storm drain pipe installed within the City of Clearwater shall be reinfoxced concrete unless otherwise specified or appz'oved by the City Engineer. Said pipe shall comply with Secti.on 941 of the current FDOT Specifications. All reinforced concrete pipe joints shall be w�rapped with Mirafi 140N filter fabric or equivalent (as approved by the City Engineer), The cosC 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 cleax►ed. 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 plaiz�ly maxked in the order in which they aze to be laid. No pipe is to be trirnmed or chipped to fit. Each piece af pipe is to be solidly and evenly bedded, and not simply wedged up. Before finishing each joint, sorne suitable device is to be used to find that the inverts coincide and pipe is clear throughout. 19.'I AS BUILT INFORMATION The Contractor shall submit to the Engineer the stations and left ar �ght offsets of all manholes, inlet structures and termina.ls ends of subdrains, as measured from the nearest downstream manhole along the centerline af 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 precautxons 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 groundvvater 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 huigher, and then measuring the exfiltration. � no case shall the infiltration or exfiltration exceed 150 gallon per inch of diameter pe�r mile per day. The Contractor sha11 fiurnish a11 labor, mate:riials ar�d equipment to test the arnount of infiltration or exfiltration under the Engineer's direction. Where the infiltration or exfiltration is excessive the Contractor at his own expense sha11 take the necessary steps to remedy such conditions by uncovering the sewer, remaking the joints or by replacing the entize length of sewer as required by the Engineer. No trench made joints may be backfilled until after they have been tested and found to be acceptable. Care shall be taken to avoid flotation. The above tests shall be perFormed at the discretion of the Engineer on any or all seations of the line. 19.3 BASIS OF PAYMENT Paymexit sha11 be the unit pz�ce per lineal foot for storm sewer pipe in place and accepted, measured along the centezline of the storm sewer pipe to the inside face of exterior walls of �I � 1 � , � L1 1 , L , � ' 1 2010 STREET RESURFACING SCOPB OF WORK Page 26 of 137 9/9/200$ � L� ' 1 ' Section IV — Txhnical Specifications 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 fabri.c wrap, labor and incidentals, etc_). ' 2� SANITARY SEWERS AND FORCE MAINS 20.1 MATERIALS ' 20.1.1 GRAVITY SEWER PIPE GRAVITY SEWER PYPE SHALL BE POLYVINYL CHLORIDE OR DUCTYLE IRON. ' Polyvinyl chloride pipe and fittings shall conform with ASTM specification D 3034 for S.D.R. 35. Sewer pipe v�+�ith rtaore than 10 feet of cover shall be 5DR 26. The pipe shall be plainly marked vvith the above ASTM designation. The bell end af joints and fittings shall have a rubber , sealing ring to provide a tigl�t flexible seal in conformance vvith ASTM D 3212 76. The laying length of pipe joints shall be a ma.ximum of 20-feet. , ' �] Unless otherwise noted in these specifications or construction plans, Ductile Iron pipe and fittings for gravity sewer shall conform to Sectian 41 of these Technical Specifications for DIP water rnain except pipe shall be interior "polylin�d" in accordance with man,ufacturer's recommendations. Where sanitary sevver rnain is to be placed betuveen building lats in a sideline easement, the sewer main shall, insofar as possible, be canstructed without manl�oles or laterral connections within the side easement. The pipe material in the side easement between streets shall be C 900, SDR 18 polyvinyl chloride vcrater main pipe as d�scribed in Technical Section 41. A tvvo-way cleanout shall be installed on each lateral at the property line. 20.1.2 �ORCE MAIN PIPE ' FORCE MAIN PYPE SHALL SE PQLYVINYL CHLURIDE OR DUCTILE IRON. Unless otherwise noted in the specifications ar construction plans, both polyvinyl chloride an�d ductile iron force rnaan pipe and fittings shall conform to Section 41 of these Technical Specifications ' for v�rater main pipe except that DIP shall be "palylined" in accordance with manufactures recommenda.tions. �J �� CJ ' [� ' ' All palyvinyl chloride pipe which has become d�teriorated due to exposure to ultra violet radiatian sha11 be rejected. � 20.2 tNSTALLATION 2Q.2.1 GRAVITY SEWER PIPE Installation of gravity sewer pipe shall be in confozmance with recomrnended practices contained in ASTM D 2321 and Unibell UNT S 5. '1'l�e bottom trench width in an unsupported trench sha11 be lirnited to the minimwn practicable width (typically pipe OD plus 8 to 12-inch an each side) allowing working space to place and compact the haunching material. 'The use af trench boxes and movable sheeting shall be performed in such a manner that removal, backfill and compaction will not disriub compacted haunching material ar pipe aligrunent. 2010 S'CR.EET RESURFACING SCpPE OF WORK Page 27 of 137 9/9/2008 Section IV -- Technical Sperifications Dewatering of the trench bottom shall be accomplished using adequate means to allow preparation of bedding, placexnent of the haunching rnaterial and pipe in the t�rench without standing water. Dewatering shall continue until sufficient backfill is placed above the pipe to prevent flotation or misalignment. Where pipe bedding is insu�f'icient to adequately support pipe, the contractor will be required to reznove unsuitable material and bed pipe zn Class I material (1/2" Dia, agg�regate) to prov�ide firm support of pipe. Con�nections to rnanholes with sanitary pipe shall use a joint 2 feet in length and shall use an approve� 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 reconnectian and to coordinate with the construction inspector the location of all new laterals. 20,2.2 FORCE MAIN PIPE Installation of force naain pipe shall be in conformance with Section 41 of these Teck�z�ical Specifications for water main pipe. 20.3 AS BUILT DRAWINGS The contractor shall submit to the Engineer a marked set of "As Built" construction drawings descr�bing both the stations and left or right offset pf all lateral terminal ends as nneasured from the nearest downstream manhole along the center lfne o� the sewer main. The as built clrawings will also describe elevations of the north edge of the znanhole cover rings and inverts of all nnain pipes in manholes. 20.4 TESTING 20,4.1 TESTING �F GRAVITY SEWERS The Contractor shall take all precautians to secure a perfectly water tight sewer under all conditions. The water tightness of a sewer which has a crown lyi.ng below groundwater level nnay be tested by measuring infiltration. The water tightness of sewers having crowns lyi.ng above groundwater level rnay be tested by filling the pipe with water so as to produce a hydrostatxc head of two feet or n�ore above the crown of the sewer at the upper end of the test section or the water table outside of the sewer, whiche�ver is higher, and thexi measuring the exfiltra- tion. In no case shall the infiltration or exfiltration exceed 50 gallon per inch of diameter per mile per day. The Contractor sha11 furnish all labor, zxxaterials and equipment to test the amount of infiltrat�on or exfiltration under the Engineer's direction. Where the infiltration or exfiltration is excessive, the Contractoz at his own expense shall take the necessary steps to remedy such condi�ions by uncovering the sewer, remaking the joints or by replacing the ent�re length of sewer as ret�uired by the Engineer. No such repaired joints may be backfilled until aRer they have been tested and found to be acceptable. Cata sha11 be taken to avoid flotation. The Contractor shall TV inspect all mains to verify the true and uniform gxade 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. 2� 10 57REET RESURFACING SCOPE QP WORK Page 2$ of 137 9/9/20p8 ' ' LJ � � ' ' 1 ' ' ' 1 ' , � ' 1 1 1 ' ' ' lJ �� 1 ' ' ' � ' , � Section IV — Technical Specifications The above tests shall be perfarzned at �e discretion of the Engineer on any or all sectians of the line. 20.4.2 TESTING OF FORCE MAINS �orce mains shall be tested uzader a hydrostatic pressure of 150 P.S.I. for tvvo (2} hours, as dESCribed in Section 41.04 of these Technical Specifications for the testing of water mains. 20.5 BASIS �F 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 conta.ined in the contract proposal. Measurement for payment sha11 be along the centerline of tl�e 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 necessaxy to complete the installation. This shall include clearing and �ubbing, excavation, shoring and dewatering, backfill and grading. 2p.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 intenrupted during the pragress of the work and replace them in as good condition as he found thern. 22 ROADWAY BASE AND SUBGRADE 22.1 BASE This specification describes the construction of roadway base and subgrade. The Contractor shall ' refer to Section N, Article 1"Scope oi Work" of the city's Contract Specifica�ions for additional raadway base and subgrade items. , 1 � , ' � Roadway base shall be 8" compacted mixumum thickness u.nless otherwise noted on the plans or directed by the Engineer. The subgrade shall be 12" connpacted minuimum thickness with a minannum Limerock Bearing Ratio (LBR) of 4Q unless otherwise noted on the plans or directed by the Engineer. The Cantractor shall obtain from an independent testing laboratory a Proctor and an LSR for each type material. The Contractor shall also have an independent testing laboratory perform all required density testing. Where unsuitable material is found within the limits of the base, Section N, Article 17 (Unsuitable Material Removal) of the city's Contract Specifications will apply. 2010 STREET RESURFACING SCOPE OF WORK Pa$e 29 of 137 9/9l2008 Section IV — Technical Specifications Once the roadway base is completed, it shall be primed that same day (uzxless otherwise directed by the Engineer) per Section 3�0 of FDOT's Standard Specificat�ions (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 Contxactor's expense. No paving of the exposed base can commence until the City approves the repaired base. The cost fox placement of prime rnaterial 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 5ections 200 and 913 of FDOT's Standard Specificatians (latest edition), and shall have a minimum compacted thickness as shown on the plans. 'I'he 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 constzucted in accordance with Sections 200 and 911 of FDOT's Standard Spc:cifications (latest edition), and sha11 have a miziimum compacted thickness as shown on the plans. The limerock shall be frorn a FDOT approved certified pit. The cost of the prirne coat shall be included in the bid itern pric� for hase. CRUSHED CONCRETE SASE: Crushed concrete base shall be constructed in accordance with Sections 204 and 901 of FDOT's Standard Specifications (latest edition), and shall have a mizumum compacted thickness as shown on the plans. The crushed conc:rete material shall be FDOT approved. The Contractor shall provide certified laboratozy tests on gradation to confirm that the crushed concrete base material conforms to the above speci�xcations. The LBR shall be a zninimum of 185. LBR and gradation tests shall be provided to the city by the Contractor once a week for continuous operations, or every 100Q tons of material, unless requested more frequently by the City Engineer or designee. The cost of the prime coat shall be included in the hid item price for base. 4. SOIL CEMENT BASE: Unless otherwise noted, soil cement base shall be constructed in accordance with Sectian 270 of k'DOT's 2000 Standard Specifications, and shall have a minimum compacted thickness as shown on the plans. An Asphalt Rubber Mernbrane Interlayer (ARMn shall be included in the pavement design �er Section 341 of FDOT's Standard Specifications (latest edition) to minirnize reflective cracking unless otherwise noted in the project plans and specifications. Tl�e ARMI layez� shall be overlaid with asphalt on the same day it is placed for the Contractor to receive full compensation for the work. The soi� cement base desigr► shall be by a certified lot under the dixection of a Registered Florida Professional Engineer, and xriust be appraved by the City Engineer. Said design shall provide for a minimum of 300 P.S.I. in seven days. All plant mixed soil cezx�.ent sha11 be cerkified by a registered laboratory that has been approved by the Engineer. The only approved method for spreading the cezn.ent is the use of a spreader box. The use of a spreader bar for spreading cement will not be allowed. The applyiing of the cezin.ent shall not be allowed when the wind velocity is sufficient ta jeopardize m.ateria.l interests (i.e. vehicles, etc.) fronn airborne cement particles. The density testing frequency shall be ' ' 1 � , LJ ' ' ' , , , 1 ' LJ , ' 2010 STREET RESUItFACING SCOPE OF WORIC Page 30 of 137 9/9/2008 ' 1 ' � ' ' 1 1 1 1 1 ' 1 1 1 Section IV — Technical Specifications at the discretion of the re�istered 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 2040 Standard Specifications, and shall have a minimurn 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 nated in the pmject scope and plans. The cost of the tack coat sha11 be included in the bid itexn price for asphalt or base. 6. REWORi�D 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 canstructed in accordance with the applica.ble FDOT requirements for the type of material used. The density requirements (axcept for asphalt and soil cement base) shall b� per Section 200 6 of FDOT's Standard Specifications (latest edition). Far asphalt, the density requirernents are per Section 330-11, and for soil cement per Section 270-5 of FDOT's 2000 Standard Specifications. 22.1.1 BAS1S OF MEASUREMENT FOR BASE AND REWORKED BASE The basis of ineasurement shall be the nurmber of square yards of base in place and accepted as called for on the plans. The ma�cimum allowable deficiency shall be a half-inch (UZ"). Areas deficient in thickness shall either be fixed by the Contractor to within acceptable tolerance, or if so approved xn writing by the City Engineer, may be left in place. No payment, hvwever, will be made for such deficient areas that aze left in place. 22.1.2 BASIS OF PAYMENT F�R BASE AND REWORKED BASE The unit price for base shall include: all rnaterials, roadbed preparation, placement, spreading, compaction, finishing, pnime, base, subgrade (unless the plans specify a s�parate pay item), stabilization, mi7cing, testing, equipment, tools, hauling, labor, and all incidentals necessary to complete the work. Payment for asphalt base shall be included in the per tan unit cost for asphalt unless otherwise noted in the project scope and plan�s. 22.2 SUBGRADE All sub�rade shall be stabiliz� and constructed in accordance with Sections l60 and 9l4 of ' FDOT's Standard Specifications (latest edition) unless otherwise noted herein. All subgrade shall havc a minirtxum compacted thickness of 12" u�aless otherwise shawn on the plans or directed by the Engineer. If limerock is used, it shall also meet the requirennents of Section 911 oi FDOT's ' Standard Specifications (latest edition). Where unsuita.ble material is found withi.n the limits of the subgrade, Section IV, Article 17 (Unsuitable Material Removal) of the city's Contract Specificatians will apply. The extent af said rernoval shall be determined. by the Engineer in ' accordance with accepted construction practi.ces. 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 sha11 be includad 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 subgade. � 2010 STREET RESURFACING SCOPE OF WORK Page 31 of 137 9/9/2008 � Section IV — Technica] Specifications 22.2.1 BASIS OF MEASUREMENT The basis of ineasurement shall be the number of square yards of stabilized subgrade in place and accepted as called for on the plans_ The maximum allowable deficiency for mixing depth shall be per Section 161-6.4 of FDOT's 2000 Standard Specifications. Acceptable bearing values shall be per FDOT Secti4n 160-7.2. Areas deiicient in thickness or bearing values shall either be corrected by the Contractor to within acceptable tolerance, or if so approved in wz�iting by the City Engineer, may be left in place. No pay;�zzent, howevez-, will be made for such deficient areas that are left in place (latest edition). 22.2.2 BASIS OF PAYMENT The unit pnice for subgrade shall include: roadbed preparation, placement, spreading, campaction, finishing, testing, stabilizing, mixing, materials, hauling, labor, equipment and all incidentals necessary to complete tl�.e work. If no pay item is gi�ven, 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-'I�pe Marshall Mix Desi� asphaltic concrete materials on roadway surfaces unless otherwise noted. 23.1 ASPHALTIC CONCRETE 23.1.1 AGGREGATE All aggregates shall be obtained from an approved FDOT source and shall conform to Sections 901 through 919 of �'DOT's 2000 Standard Specifications. 23.1.2 BITUMINOUS MATERIALS All biturninous materials shall conform to 5ection 916 oiFDOT's 2000 Sta.ndard 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 rnaterials shall conform to the requirements of Section 320 of FDOT's Standard Specifications (latest edition). LTziless otherwise noted, all acceptance procedures and quality cantrollassurance proce�ures shall conform to the requirernents of Section 330 of FDOT's 2000 Standard Specifications. The Contxactor shall note that the City sh,all have the right to have an independent testing laboratory select, test, and analyze, at the expe:nse of the City, test specimans of any or all rnaterials to be used. Tests to be performed by the independent testing laboratory every 1000 tons include, but are not limited to, Marshall sta.bility and flow, extraction/gradation and cores to determine density and thickness. The results of such tests and axaalyses shall be considered, along with the tests or analyses n�ade by the Contractor, to determine compliance with the applicable specifications for the materials so tested or analyzed. The Contractor hereby understazids and accepts that wherever any portion of the work is discovered, as a result of such independent 2010 STR�ET RFSURFACING SCOP� OF WORK Page 32 of ] 37 9/92008 � 1 ' ' 1 �J 1 1 1 ' 1 1 � �_J ' 1 1 � � 1 ' 1 � ' 1 ' 1 ' ' ' ' 1 1 L�I'' 1 ' Section IV — Technical Specifications testing or investigation by the City, which fails to meet the requirernents of the Contract documents, all casts of such independent inspection and investigation as well as all costs of z-emoval, corcection, recnnstruct�on, or repair of any such woxk sha11 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 5peci�cations. 2. Final surface or friction course tole�rances per Section 330-13 of FDQT's 2000 Standard Specifications. 3. Thickness will be determined fram core borings. Deficiencies of 1/" 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 pex Section 330-15.2.3 of FDOT's Standard Specifications (2000 edition). In addition, foz excesses of 1/0" 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 xemain with payment to be made based on the thickness specified in the contract. The Contractox shall notifv the Project Tnsnector a minimum of 24 hours _in adva.nce _ of the placement of all asphalt_ 23.3 ASPHALT MIX DESIGNS AND TYPES All asphalt rnix designs shall conform to the requirements of Sections 331 and 337 of FD�T's 2000 Standard Specifica.tions. All asphalt mix designs sha11 be approved by the Engineer PRIOR to the comznencement of the paving operation. N� RECLAIMED ASPHALT PAVEMENT (RAP) MATERIAL SHALL BE ALLOWED IN THE ASPHALTIC CONCRETE MIXES. 23.4 ASPHALT PAVEMENT DESIGNS AND LAYER THICKNESS All asphalt pavement designs shall conform to the following requiarements: Table 1: Layer Thickness for Asphalt (Layers Are Listed in Sequence of Construction) COURSE LAYER THICKNESS (Inches) THICKNESS (��b�s) Type S---I Type S—I with Type S—III FC-3 Type S—III Type S—I Type S--III with FG3 with FG3 Top Layez Top Layer Top Layer 1 st 2nd 1 st 2°d 1 st 2nd 1 st 2°d 1 st 2nd 1 st 2nd 1 1 1 1'/a 1 %z 2 1'/ 3/ * 1 1 2%z 1'/ 1% 1%z 1 1%z 1 ' 2010 STREET RESURFACMG SCOPE OF WORK Page 33 of 137 9/9/2008 1 Section IV -- Technical 5pecifications 3 1%z 1%z 2 1 2 1 �` At the Engineer's discretion., 2" of S-IXT 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 desigtxs shall confonm to the requirernents of sections 331 an.d 337 of FDOT's 2000 Standard Specifications. 3. All pavemen.t designs shall include a minamum of two inches of asphalt. 4. The Contractor shall be responsible to review the project plans for cornplete pavernent design detail. 5. Unless otherwise specified otx the plans, Type S—III per Section 331 of FDOT's 2000 Standard Specification.s shall be used as final riding surface on streets with the speed lirnit af less than 35 nnph, streets with an average daily traf�ic (ADT) of less than 3000, and all residential streets. 6. An FG3 friction, course per section 337 of FDOT's 2000 Stan.dard Specifications shall be used ozz streets with a speed limit of 35 mph or greater, and streets with an ADT of 3000 or greater. 23.5 GENERAL CONSTRUGTION REQUIREMENTS The ger�eral construction rec�uirernents for all hot bitumin;ous pavements (including lirnitations of operations, preparation of mixture, preparation of surface, placezne:nt and compaction of rnixture, surface requirements, correction of unaccepta.ble pavement, etc.) shall be in. accordance with Section 330 of FDOT's 2000 Standard Specifications. 23.6 CRACKS AND POTHOLE PREPARATION 23.6.1 CRACKS Cracks in roadway pavement shall be repaired prior to the application of asphaltic concrete by the follawing steps: 1. All debris to be removed fi-om cracks by compressed air or other suita.ble method. _ Apply a multiple layered application of bituminous binder and fine aggregate, as appropzi.ate to the depth of the crack until the void af the crack is completely filled to the level of the sunrounding roadway surface. 3. If application of asphaltic concrete is not to begin irnmediately after cxack repair, cracks are to be sanded ta prevent vehicular tracking. 4. Payznent for crack filling shall be included in the unit price for asphaltic concrete. Z3.6.2 POTHOLES Potholes shall be repaired prior to the application of asphaltic concrete by the following steps: 1. All debris is to be rernoved frorn potholes by hand, sweeping, or other suitable method. 2. A tack coat is to be applied to the interior surface of the pothole. 2010 STREET ItESURFACING SCOP� OF WpRK Page 34 of l37 9/9/2008 � , � � ' ' 1 1 ' ' ' ' ' 1 1 1 1 , 1 ' , ' 1 1 1 ' i 1 ' 1 ' ' ' Section IV — Technical 5pecifications 3. 'The pothole is to be completely filled with asphaltic conc;rete, and thoroughly compacted. 4. Payment for pothole pzepaxation shall be included in the unit price for asphaltic concrete. 23.7 ADJUSTMENT OF MANHOLES The necessary adjustments of sanitary sewer and stonr► drain manb.oles and appuxtenances shall be accomplished by the Contractar. The Contractar sha.11 be paid on a per unit basis for each item. The use of manhole adjusiment risexs is acceptable under the fallowing conditions: The riser shall meet or exceed all FDOT material, weld, and canstruction requirements. The riser shall consist of an A-36 hot rolled steel meeting or exceeding the minirnum r�uirennents of A.S.T.M. A-36. The riser shall b� a single piece with a stainless steel adjustment stud and shall have a rust resistant finish. The use of cast iron, plastic, or fiberglass rise�rs is not penmitted. In addition, the installatian of each riser shall be per manufacturer's specifications. Each man,hole shall be individually measured, and each rise�r 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 insta.11ation of the riser. It is the Contractors responsibility to ensure that the manholes are rneasural, the risers are physically marked, the ring sections are tharoughly cleaned, and that the epoxy is praperly applied prior to installation of each riser. If risers are not used, the adjustnnent of nnanholes shall be accamplished by the removal of pavemerrt around manhole, grade adjustment of ring and cover, and acceptable replacement and compaction of roadway materials prior to paving. A full depth backfill using asphalt is acceptable. The use of Portland cement for backfill is not acceptable. All manhole and valve adjustrr�ents 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 fronn the completion of the adjust�nent. On arterial roadways, the rirns rnar�oles are to be rarnped with asphalt during the tirne period between initial adjustment and final resurfacing. Water and gas valves, sewer cleanouts, valve boxes, tree aeration vents, etc. will be adjusted by the Cantractor with the cost for this work to be included in the unit cost of the asphalt. Care rnust be taken around said appurtenances to ensure that they are not paved over, It is the Contractor's responsibility to infozx�.a the owners Qf all utilities af impending work and coordinate their adjustments so they are cornpleted prior to the scheduled paving. 23.8 ADDITIONAL ASPHALT REQUIREMENTS 1. All impacted radius retunns within project limits shall be paved unless otherwise directed ' by the Engineer or Project Inspector, with payment to be included in the per ton bid item for asphalt. ' , 2. All pavernent markangs impacted by placexnent of asphalt sha.11 be replaced priar to the road being open to �rai�ic unless atherwise noted in the contract scope and plans. 3. All pmject related debris sha11 be hauled off the job site by the Contractor in a timely manner and at their own expense in conformance with all regulatory requiremen.ts. ' 2010 STREET RESURFACLNG SCOPE OF WORK Page 35 of 137 ' 9/9/2008 Section IV — Technical Specifications 4. T'he Contractor shall pay particuIar attention to sweeping when paving. The Broom Tractar way of sweeping will nat be permitted. Prior to paving, all construction areas shall be swept with a Muzucipal type aweeper (either vacuum or mechanical type) that picks up and hauls o�F, dust and dirt. The sweeper rnust be equi�ped with its own water supply for pre-wetting to mir�imize 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 Stax�dard Speciiications (latest edition). Tack shall also be applied to the face of all curbs and dxiveways. The cost (including heating, hauling and applying) shall be included in the per ton bid item for asphalt, unless othexwise 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 �'DOT's 2pp0 Sta�ndard Specifications. The cost shall be includ.ed 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 requirernents of Section 336 of FDQT's 2000 Standard Specifications. 8. On all streets witla curb and gutter, the final compacted asphalt shall be'/" above the lip or face of said curb per City Index 101 _ 23.9 SUPERPAVE ASPHALTIC CONCRETE 1. Unless otherwise notad in thi.s section, all of the asphaltic concrete specifications in Sections A through H above shall apply to superpave asphaltic concrete. All asphaltic concrete pavernent sha11 be designed and placed in accordance with the FDOT Standard Specifications %r Road and Bridge Construction (latest edition). 2. A11 aggregate sha11 be obtained from an approved FDOT source and shall conform to Sections 901 and 902 of FDOT's Standard Specifications (latest edit�on). 3. All biturninaus 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 desig�.s sha11 conform to Sections 320 and 334 of �'DOT's Standard Specifications (latest edition). � 5. All general construction requirements shall canform to Section 330 of FDOT's Standard Specifications (latest edition). 23.10 BASIS OF MEASUREMENT Basis af nneasurement will be the number of tons of asphaltic concrete coznpleted, in place and accepted. Truck scale weights will be required far all asphaltic concrete used. 23.1�1 BASIS OF PAYMENT Payment shall be made at the contract unit price for asphaltic concrete surface as specified and nneasured 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, fil�ing of cracks, pothole repair, sweeping, debris removal, labor, equiprnent, tools, and 1 1 ' ' 1 ' ' � , 1 1 ' , 1 ' L_J 1 2010 STREET RESURFACING SCOPE OF WORK Page 35 of 137 9/9/2008 ' 1 1 1 Section IV — Technical Specifications incidentals necessary to complete the asphalt work in accordance with the plans and specifications. ' 24 ADJUSTMENT TO THE UNIT BID PRICE F�R ASPHALT i� ' �l LJ ' 1 1 When this Article applies to the contract, the unit bid price for asplaalt will be adjusted in accordance with the following provisions: 1. Price adjustrnent for asphalt shall only be made when the cw;xent FDOT Asphalt Price Tndex varies more than 10% from the bid price at the rime of the bid opening. 2. The Situminous Materi.al Payment Adjus�nent Index published monthly by the FDOT shall be used for the adjustrnent of unit prices. This report is available on FDOT's internet site. The address is: http://wwwl l.myflorida.com. It is under the section "Doing Business with FDOT" in the "Contracts Administration" section under "Asphalt Index". For additional information, call FDOT @ 85U-41�1-4000. 3. The FDOT Payment Adjustment Index in effect at the tirne 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 asplaalt will be used for payment calculatian. S. The monthly billing period for contract payment will be the same as the rnonthly period for the FDOT Payment Adjustment Tndex. 6. No adjusiment in bid prices will be znade for either tack coat or prime coat. 7. No price adjustrnent reflecting any further increases in the cost of asphalt will b� made for any month a£ter the expiration of the allowable contract time. 8. The City reserves the right to rnake adjustrnents for decreases in the cost af asphalt. ' 25 GENERAL PLANTING SPECIFICATIDIdS 1 1 1 1 1 1 25.1 IRRIGATION 25.1.1 DESCRIPTION A. The work specified in this Section consists of the installation of an automatic underground irrigation systern as shown or noted in the plans. Provide all labor, materials, equipment, services and facilities required to perform all work in connectian 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 itern. S. The irrigation plans are schernatic in nature. Valves and pipes shall be located in the turf/landscape areas except at road/paving crossin�s. All piping under paving shall be sleeved. Changes in the irrigation system layout shall be rnodified with the approval of the Engineer. ' 2010 STREET RESURF'AC1NG SCOPE QF WO1tK Page 37 of 137 ' 9/9RD08 Section IV — Technical Specifications 25.1.1.1 QUALITY ASSURANCE A. The irrigation work shall be installed by qualified pe�rsonnel or a qualified irrigation subcontracting cornpany that has experience in irrigation systems oi similar size, scope, mainline, system pressure, controls, e#c. B. All appJ.icable ANSI, ASTM, FED.SPEC. Standards at�d Specifications, and all applicable building codes atxd othe�r public agencies having jurisdiction upon the work shall apply. C. Workmanship: All worlc shall be i,nstalled in a neat, oxderly and responsible manner with tk�e recognized standards of warkmansh.ip. The Engineer reserves the right to reject tnaterial or wo:rk which does not conforrn to the cantract docutnents. Rejected work shall be rernoved or corrected at the earliest possible time at the contractoz's expense. D. Qperation atid Maintenance Manuals: The contractor shall prepare and deliver to the Engineer within tezi (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 contractar's address and business telephone nuanber, 24 hour emergency phone number, person to contact, list oi equiprnent with name(s) and address(es) of local manufacturer's representative(s) and local supplier where replacement equipznent can be purchased. Z. Catalog and part sheet on every material and equipnr�ent installed under this coantract. 3. Complete operating and maintenance instructions on all zxiajor equipzrient. 4. Frovide the Engineer and the City of Clearwater maintenance staf� with written and "hands on" instructions for major equipnnent and show evidence in writing to the Engineer at the conclusion of the project that this service has been rendered. a. Four-hour instruction (rninimum) for the Drip Exxutter equiptnent operation and maintena.nce. b. Two-hour instruction (rninimum) for auto:matic control valve operatioz� and maintenance. 25.1.1.2 PROJECT CONDITIONS A_ The Xrr�gatian Contractor shall coordinate the work with all other trades, all underground irnprovements, the location and planting oi trees and all other planting. Verify plantin� requiring excavation 24 in, diameter and larger with the Engineer prior to installation of main lines_ B. Provide temporary inrigation at all tirnes to maintaiz�, plant rnaterials. C. T'he Irrigation Contractor is responsible to rnaintain the work area and equipment until final acceptance by the Engineer. Repairs and replacement o� equipment broke;n, stolen, or missing as well as regular rnaintenance operations shall be the obligation of the contractor. D. The Izriigation Contractor shall submit a traffic control plan (per FDOT specifications) to the Engineer prior to initiating construction on the site. The Contractoz shall be responsibl� for the maintenance of tra�'fic signs, barriers, and any additional equipment to 2010 STREET RESURF'ACING SCOPE OF WORK Page 38 of 137 9/9/2008 1 , 1 1 ' 1 1 � 1 , ' , 1 ' 1 ' � , , 1 1 1 Section IV — Technical Specifications comply with the FDOT standards and to ensure the safety of its employees and the public. 25.1.7.3 WARRANTY A. The Manufacturer(s) shall warrant the irrigation system components to give satisfactory ' service for one (1) yeax period from the date of acceptance by the Enguneer 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. ' 1 1 C JI ' 1 1 1 1 1 1 ' C� 25.1.2 PRODUCTS 25.1.2.1 GENERAL A. All materials throughout the system shall be new and in perfect condition. No deviations frorn the specifications shall be allowed except as noted. 25.7.2.2 PIPING A. The iixiigation systern 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, confoxming to ASTM D26b5 and D178S. C. All nipples, pipe connections, bushings, swing joints, connecting equipment to the rna.inline 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 conforin to the requirements ofASTM D246G, Standard Specification for Polyvinyl Chloride (PVC) Plastic Pipe �ittin�.s, Schedule 80. All fittings sha11 bear the manufactwrer's name or trademark, material designation, size, applicable rFS schedule and NSF seal of approval. The connection of maiziline pipe to the automatic control va]ve shall be assembled wit�. threaded Schedule 80 fittings and threaded Schedule 80 nipples. 25.1.2.4 PVC PIPE CEMENT AND PRIMER A. Pro�vide solvent cement and primer for PVC solvent weld pipe an,d fittings as recommended by the ma�nufacturer. Pipe joints for solvent weld pipe to be belled end. B. Pwrple primer shall be applied after the pipe and fittings has been cut and cleaned. The Primer shall be of contrasting color and be easily re�ognizable against PVC pipe. 25.1.Z.5 THREADED CONNECTIONS A. Threaded PVC coiunections sha11 be ma.de using Teflon tape or Teflon pipe sealant. 25.1.2.6 GATE VALVES 25.1.2.6.1 AAANUAL GATE VALVES 2 IN. AND SMALLER A. Provide the following, unless othexwise noted on Drawings: 1. 200-250 psi Ball Valve ' 2010 STREET RESU1tFAC1NG SCpPE OF WORK Page 39 oF 137 1 9/9f1008 2 3 4 5 Section IV — Technical Speci�cations PVC body - with Teflon, Ball Seals Threaded-Dual end Llnian Connectors Non-Shock Safe-T-Shear Stem Safe-T Shear True Union Ball Valve as manufachued by Spears ManufacLuring Company , Sylmer, California, or approved equal. 25.1.2.G.2 GATE VALVES 2'/�" IN. AND LARGER A. Pro�vide 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 jaints 5. Rising stem 6. Bolted bonnet 7. Double disc 8. Equipped with 2" square operating key with tee han.dle B_ Provide two (2) operating keys %r 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 acr4ss-the diaphragzn type capable af having a flow rate of 25-30 gallons per minute (GPM) with a pressure loss not to exceed 6.1 pounds per square inch (PSn. The valve pressure rating shall not be less thar� 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 rnaterial with a clog resistant metering oxifice. C. The valve body shall have a 1" inch (FNPT) inlet and outlet or a one ir�ch slip by slip inlet and outlet for solvent weld pipe connections. D. The valve consiruction shall be as such to provide for all intexnal parts to be removable from. the top of the valve vvithout 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 valv�s using metal I.D. tags numbered to match drawings. 2010 STREEI' I�SURFACING SCOPE pF WQRK Page 40 of 137 9/9/2008 ' 1 1 ' 1 1 1 ' �� ' ' ' 1 , , , , 1 1 L L 1 ' ' L� 1 1 1 1 , � ' ' 1 ' ' Section IV -- Technical Specificarions 25.1.2.9 VALVE BOXES A. For remote control drip valve assembly and UN1K 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 campensating, continuously self-cleaning, integral dz�ppers at a specified spacing, (12", 18", or 24" centers). The tubing sha11 be brown in color axad 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 �'ull length of the dripper. 25.1.2.10.2 OPERATION A. The dzippers shall have the ability to independently regulate discharge rates, with an inlet pressure af 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 betw�en 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 dischaxge rates. The drippers sha11 continuously clean themselves while in operation. The dri.pperline shall be available in 12", 18" and 24" spacing between drippers unless otherwise specified. Techline pipe depth sha11 be under mulch unless othexwise specified on Plans. Maximum system pressure shall be 45 PSC. Filtration shall be 120 m�esh or finer. Bending radius shall be 7". B. For on-surface or under mulch installations, 6" xnetal wire staples (TLS6) shall be installed 3'-5' on center, and two staples installed at every change of directian. 25.1.2.10.3 LINE FLUSHING VALVES A. Tl�e sub-surface systenn shall utilize Automatic Line Flush Valves at the end of each independent zone azea. This valve shall be capable of flushing one gallan 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 AIRNACUUM RELIEF VALVE A. Each independent irrigation zone shall utilize an Air/Vacuum Relief Valve at its higln point(s). The air and vacuum relief valve sha11 seal effectively from 2 to 110 psi. ' 2010 STREET RESURFACING SCOPE OF WORK Page 41 of 13"7 1 9/9/2008 5ection N — Technical Specifications 25.1.2.10.5 PRESSURE REGULATORS A. T'he pressure regulator sha12 be designed to handle steady inlet pressures aver 150 pounds per square inch (psi) and maintain a canstant outlet pressures of 25 psi. Regulating accuracy shall be within =/-6%_ The pressure regulator shall be manufactured from high- impact en�ineering grade thermoplastics. Regulatian shall be accoxnplished by a fixed stainless steel compressian spring which sha11 be enclosed in a chamber separate from the water passage. 25.1.2.10.6 FILTERS A. Tl'ie filter shall be a multiple disc type filter with notation indicating the rninirnuzn partial size to travel through or the rnesh size of the element being used. The discs shall be constructed of chemical resistant thermoplastic for canosian resistance. 25.1.2.10.7 FITTINGS A. All connectians shall be made with barb or compression type fitting connections. Fittin�s and dripline shall be as manufactured by the manufacturer of the dri�line to ensure the integ�ity of the subsurface irrigation system. 25.1.2.11 AUTOMATIC CONTROL TIMER A. The irrigation controller (control module) shall be prog�rrammable by a separate transmitter device only. 'The program shall be communicated to the Control Module from the Field Transmitter via an infrared cannection. The controller shall be of a module type wkuch may be installed iz� a valve bax underground. The controller shall function normally if submerged in water and the communication from the transmitter shall function if submerged in water. B. The cantrol module sha11 be housed in an ABS plastic cabinet and shall be potted to insure waterproof aperation. The control madule 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 %r one full year regardless af the number of stations utilized. The controller shall operate 1, 2, or 4 stations either sequentially or independently. D. The cantroller shall have three independent progranns 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 aperations sha11 be initiated by attaching the Field Transmitter to the Control Module and prograrrarning a manual start. The controller shall be capable of manual single station or manual progrram operation. E. Th�e cont7roller shall be as manufactured by Rain Bird Sprinkler Mfg. Cozp,, Glendora, California USA. 25.1.2.12 FIELD TRANSMITTER A. The irrigation cantroller shall be prog�rammable by a separate transmitter device (Field Tiransmitter) only. The Field Transmitter shall coz�nmunicate to the Control Module vi�a an infraxed connection. The Field Transmitte�r shall be vvater resistant and housed in ABS 1 � , 1 ' J 1 , , 1 1 �l ' ' ' � 1 2010 STREET 1tESURFACING SCQPE OF W�RK Page 42 of 137 9/9/2008 , ' 1 ' 1 ' 1 ' 1 ' �_� 1 1 l� 1 ' C� 1 1 Section IV — Technical Specifications plastic and ha.ve a removable, reversible protective sheath. The Field Transmitte�- shall aperate 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 of�' after one minute whe:n not in use. C. The Field Transmitter shall be capable of programming an unlimited number of iJNZK Control Modules. D. The �'ield Transmitter shall be as manufactured by Rain Sird Sprinkler Mfg. Coxp., Glendora, Califomia USA. 25.1.2.13 LATCHING SOLENOID A. The Latching Solenoid shall he supplied with an installed, filtered adapter allowing installation of the salenoid 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 �5.7.3.1 GENERAL INSTALLATIQN REQUIREMENTS A. Before work is commenced, hold a conference vvith the Engineer to discuss general details of the work. B. Verify dixnensions azxd grades at jab site before work is comnnenced. C. Duxing 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 plwnbing penmits and all inspections required by outside authorities. E. All work indicated or notes on the Drawings shall be provided whether or nat speci�ically mentioned in these Technical Special Frovisions. F. If there are ambiguities between the Drawings and Specifications, and specific interpreta.tion or clarification is not issued pxior 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 add.itiozia.l cost. G. Layout of sprinkler lines shovvn on th� Drawing is dia�-ammatic only. Locatian of sprinkler equipment is conringent upon and subject to integration with all other underground utilities. Contractor shall employ all data contained in the contract Documents and shall v�rify this informatian at the canstruction site to confirim the mauner by which it relates to the installation. ' 2010 STR.EET RESURFACING SCOPE QF WOFtK Page 43 of 137 ' 9/9/2008 Section IV — Technical 5pecifications H_ Do not proceed with the installation of the sprinkler system when it is apparent that abstructions or grade difFerences exist or if conflicts in construction, details, legend, or specific notes are discovered. All such obstructions, conflicts, or discrepancies shall be braught to the attention of the Engineer. Z. 'Tb,e disturbance o£ existing paving will not be pernaitted. Xnstall all required sleeving prior to roadway base. ��:(�_\�/_��1►[�7s1�L�L'-1sL�3:t�l��I�C� 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 sha11 �ollaw 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 ;tx�.ininaurn between sprinkler lines which cross at angles of 45 degrees to 90 degrees. E_ Exercise carre when excavating, trenching and working near existing utilities. 25.1.3.2.2 BACKFILLING A. All pressuxe supply lines (xnaixaline) shall have 1 S" of fill placed over the pipe. B. Initial bacldll on all lines shall be of a fine g,ranular m.aterial with no fozeign xnatter larger than %z in. C. Compact backfill according to Section 125 of FD�T Specification Book, 1996 Edition. D. Da not, under any circumstances, use equipment or vehicle wheels for cozxzpacting soil. E. Restore grades and repair damages where settling occurs. �. Compact each layer of fill with approved equipment to achieve a maximum density per AASHTO T 180 - latest edition. Under landscaped area, coz�rxpactian shall not exceed 95% of zx�.axirnum density. • G. Cozn.paction shall be obtained by the use of inechanical tampers or approved hand tampers. When hand tampers are used, the materials shall be deposited in layers not more than six (6") inches thick. The hand tampers shall be suitable for this puxpose 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. Rauting of pressure and non-pressure piping lines are indicated diagrammatically on Drawings. B. Cooxdinate specimen trees and shrubs with routing of lines. 1. Flanting locatians sha11 take precedence over sprinkler and piping locations. 2. Repart to Owner any major deviatian from routing indicated. 2010 STREET RESiIRFACING SCOPE bF WORK Page 44 of 137 9/9/2008 ' LJ 1 1 5ection IV — Technical Specifications C. Confonn to Drawings layout without offsetting the various asserr�blies from the pressure supply line. ' D. Layout drip tube and make any minor adjustments required due to diff�rences between site and Drawings. Any such deviations in layaut 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 appraved 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 condition�s without additianal cost to the Owner. ' ' I�J 1 C� � ' ' 1 1 [-� 25.1.3.3.2 ASSEMBLIES A. Routing or pressure supply lines as indicated on Drawings is diagrammatic only. Txastall 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. Tnstall 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 m.ale threads only. 25.1.3.3.3 SLEEVES: (EXISTING BY CITY OF CLEARWATER) A. The contractor shall verify the loca.tion of all existing sleeves as shown on the roadway, utility and/or irrigation plans and noti;fy the Engineer o� any discrepancies. 25.1.3.3.4 PLASIIC PIPE A. Install plastic pipe iai accord with manufacturer's recommendations. B. Prepare all welded joints with manufacturer's cleaner prior to applying solvent. 1. Allow welded joints as least 15 minutes setup/curing time before moving or handling. 2. Partially center load pipe in trenches to prevent arching and slufting when water pressure is on. 3. Do not pertx�it water in pipe until a period of at least four hours has elapsed for salvent weld setting and curing, unless recommended otherwise by solvent maraufacturer. C. Giiring 1. When the temperature is above S� degrees F., allow soluble weld joints at least 24 hours curing time before water is introduced under pressuz'e. D. Flushing the system: ' ZO10 STREET RESUR�'ACING SCOI'�.OF WO'RIC Page 45 of 137 ' 9!9/2008 Section IV — Technical Specifications 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. Tnstalling piping under existing paveznent: 1. Piping under existing pavement may be installed by jacking & boxing. 2. Secure permission from the Engineer before cutting or breaking any existing paveznent. 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.fi REMOTE CONTROL VALVES A. Install at sufficient depth to provide not rnore than 6 in., nor less than 4 in, cover from the top ofthe valve to finish grade. B. Install valves in a plumb position with 24 in. zniz�imum 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 flaw 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 mai�ntenance. S. Check and tigtxten valve bonnet packing befare backfill. 25.2 LANDSCAPE 25.2.1 GENERAL 25.2.1.1 RELATED DOCUMENTS A. The Contract Documents shall include the Plans, Details, Specifications, Bid Proposal, Contract Agreement, including Installation Schedule, all Addenda, and Contractual and Special Conditions when required. 25.2.1.2 REQUIREMENTS OF REGULATORY AGENCIES A. Comply with Federal, State, Local, a.nd other duly constituted authorities and regulatary 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 autha�ities having , 1 1 ' , 1 ' ' , ' 1 � , 1 1 ' LJ 2010 STRB�T RESURFACTNG SCOPE OF W�RK Page 46 of 137 9/9/2008 , , ' 1 ' Section [V — Technical SpeciScations jurisdiction, shall be arranged for by the Contractor and paid far 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 P1ans, apply to ' the work specified in this Section. The Scope of Work includes everything for and incidental tn executing and completing all landscape work shown an the Plans, Schedules, Notes and as specified herein. ' B. Furnish and provide all labar, plants and materials tools and equipment necessary to prepare the soil for plantings, to install and care for all plant nnaterials (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. 1 1 ' ' ' ' 1 CJ � _J ' , C. Work under this Section shall include labor and materials for final �rading and raking to prepare the site for sodding, sprigging, or sesding, so finished lawn or playing field will appear even and uniform, will drain adequately, and will comply with tkxe 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 wark, who shall in turn subcontract no more than 4Q% of the work specified. All subcon�actors under the control of the Contractor involved in the completion of the landscape work, ahall be made known to the Uwner and the Landscape Axchitect prior to their comn�encement of work on the project. B. All work of this Section shall confoarm to the highest standard of landscape practices. C. The Plant Material Schedule included with these Plans is provided only for the Contractor's convenience; it shall not be construed as to conflict or predominate over the Plans. If conflict between the Plans and Specifica.tions exists, the Plan shall predominate and be considered the controlling document. D. During this work, the Contractor shall be responsible for nnaintaining safety among persons in his employ in accordance with the standards set by The Occuparional Safety and Health Act of 1974 (and all subsequent amendments)_ Owner and Landscape Architect sha11 be held harmless fram any accident, injury or any ather incident resulting from compliance or non-compliance with these standards. E. The Contractor shall cooperate with and coordinate with a.11 other trades vvhose 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 Ca11" at 1-800-432-4770. G. The Conti-actor 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. , 2010 STREEC RESURFACIWG SCOPE OF WORK Page 47 of 137 ' 9/9/2008 5ection.IV — Technical 5pecifications 25.2.1.5 SUBMITTALS A. The Contractor is required to subxnit p�iar to the expiration of the rec�uired maintenance period, two copies of typewritten instructions recornmending 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 rnaterials and inert materials, including lahor for all specified work. 25.2.1.6 ALTERNATES, ADDITIDNS, DELETIONS, SUBSTITUTIONS A. If there are additions/altemates included in these Plans and Specifications, the Contractor must pzopose pnices to accomplish the work stated as additions/altemates at the time of bidding. S. The Owner, through his Pzoject Representative, reserves the right to add or decluct any of the work stated he�rein without rendering the Contract void. C. The Contt'actor must have written app;roval 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 o:r fronds_ C.T.: C. W.: SPR.. ST.TR.. MIN.: GAL.. Clear trunk is rneasured from the ground to the bottom of the first leaf or frond stem �uvith no foliage from ground to specified height. For exaanple, on Canary Island Date Palrns or similar, the clear truiilc measurement includes the "nut" at the base of the fronds. Cleaz wood is measured from the ground to the battom of the base of the lo�uvest leaf sheath orr boot, triznxned in a natural rnanner. For exaample, on Canary Island Date Palms or sirnilar, the clear wood measurement does not include the "nut" at the base of the _ fronds. Spread, branches rr�easured in natural untied position to the avez'age crown diatmetez, not including extreme leaves, branchss or fronds. Straight trunZc. Minimum. Gallon container size, i.e., 1 gallon, 3 gallon, 7 gallon, etc. o.�.. On cettter, distance between plant centers. 2010 STL2.E�T RESURFACING SCOPE OF WORK Page 48 af l37 1 , �� ' � ' ' , ' � ' ' , , i r 9/9/2008 ' , ' ' DIA.: Diatx�eter_ , LYS.: Lea.ves. Section IV — Technical$pocifications ' D.B.H.: Diameter or caliper of rnain trunk of tree as measured at breast height at 4-1/2 feet above grade. ' ' 1 ' 1 1 LJ 1 ' ' CAL.. B&14: PPP: FG: STD_: Caliper, the outside diameter of up to a four inch tree is measured six inches above grade, larger �rees are measured at 12 inches above grade. Balled and burlapped in accardance with horticultura.l standards of the Arnerican Association of Nurserymen. Plants per pot. Field grown. Standard, single, straight trunk. �wner: To be known as that entity which holds title or control to the premises on which the work is performed. Qwner's Representative: Qwner's on-site r�presentative shall be responsible for approval of quazrtity and quality of materiads specifaed and execution of instaldation. Contractpr: 5ha11 refer ta that person or enterprise comrnonly known as the Landscape Contractor. Latidscape Archdtect: 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. Pravide 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 desi�oy natural shape. Frovide pmtective 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 tirnes 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 cazeless manner at any time. ' 2010 STREET RESURFACING SCOPE OF WORK 1 Page 49 of 137 9/9/2008 Section IV --'I'echnical Specificacions 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 cannat be planted upon delivery shall have their root balls covered with moist soil or mulch. D. T;rees shall be dug with adequate balls, burlapped, and wire bound if needed. Root pruning to be done a rninim�um of 4 weeks befare removal frorn the field and planting at the site. Root balls may not be eticased in "grow bags" or oth�er synthetic material, except plastic shrink wrap for transport only. E. Remove all fronds form sabal palrns prior to planting, but leave a minimum of 12 inches of new firond growth above the bud. Do not damage bud. On all other palms, only a mini.mum of palm fronds shall be removed from crown to iacilitate moving and handling. Clear tiunk shall be determined after minimum fronds have been removed. Boots shall be removed from trunk unl�ss otherwise specified. Palms sha11 be planted within 24 hours of delivery. F. Deliver trees and shrubs after preparations for planting have been cornpleted and plant immediately. If planting is delayed more than 6 hours after delivery, set trees and shrubs in shade, protect from weather and mechanical damage, and cover to keep the roots moist. G. Label at least one tree and one shrub of each variety with a securely attached waterproof tag bearing legible designation of botanical and common name. H. Sod: Time delivery so that sod will be placed within twenty-four (24) hours after stripping. Protect sod against drying and breaking by covering palettes of sod or placing in a shaded area 25.2.1.9 JOB CONDITIONS 25.2.1.9.1 ACCEPTANCE OF JOB CONDITIONS. A. The Contractor shall examine the sub-grade, verify elevations, observe the conditions under which work is to be performed and notify the Landscape Arclaitect or Project Representative in writing of unsatisfactory conditions prior to beginning wark. Do not proceed with the work until unsatisfactory conditions have been carrected in a manner accepta.ble 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 laa�dscape work and following the approved schedule. Tf seasonal limitations apply, notify the Landscape Architect for adjustments to the Schedule. C. Determine locations uf all underground utilities and review for conflicts with planting procedures. D. When adverse conditions to plant growth are ericountered, 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 �'inal grades are established az�d prior to the plazating of lawns, protecting lawn trees and promptly repairing damages from planting operatians. 2010 S'T'REET RESURFACING SCOPE OF WORK Page 50 of 137 9/9R008 ' , ' ' 1 ' �1 J , ' 1 ' , , ' 1 , , ' [J � 1 Section IV — Technical Speci�ications 25.2.1.9.2 SCHEDlIL11dG OF WDRK A. 'The work shall be cax�ried out to completion witl� the utznost speed. Irnrnediately u�on ' award of contract, the Contractor sh,all prepare a construction schetlule and funaish a copy to the Owner's Representa.tive and/or the Landscape Axchitect for approval. The Contractor shall cairy out the work in accordance with the approved schedule. 1 1 ' ' 1 1 1 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 wniting work stoppage. Upon written request from the Owner's Representative, the Landscape Gontraetor shall suspend delivery of rnaterial and stop all work for such a period as deemed necessary by the Owner, the Owner's Representative, or the General Cantractor witla respect to any additional costs which rnay result frorn work stoppage. 25.2.1.9.3 UTILITIES A. 'The Contractor shall perform work in a manner wh�ich will avoid conflicts with utilities. Hand excavate, as required, to minimize possibility of damage to underground utilities. Maintain grade stakes set by others until removal is mutually agreed upon by all parties concerned. 25.2.2 PRODUCTS 25.2.2.1 MATERIALS 25.2.2.1.1 PLANT MATERIALS; NOMENCLATURE ' A. Plant species, sizes, etc. sha11 be per Plans and Specif cations on Plant Material Scheduled. Nomenclature is per Manual of G�ltivated Plant, Standard Encyclopedia of Horticulture, L.H. Bailey, or Standazdized Plant Names Dictionary, American 7oint , Connmittee on Horticultuz�al Nomenclature (latest editions), or conforms witkA names accepted in the nursery trade. ' ' ' 1 25.2.2.1.2 PLANT MATERIALS: QUALITY ASSURANCE A. Provide healthy, vigorous stock grown under clirnatic conditions similar to conditions in the locality of the project. Plants sha11 have a habit of growth that is normal for the species and be sound, healthy, vig,orous and free from insect pests or their eggs, plant diseases, defects and injuries. �lants shall be well branched and densely foliated when in leaf and sha11 ha.ve healthy, well-dev�laped root systems. B. Trees sk►all be heavily branched or, in the case of palms, be heavily leafed. Some plant materia.ls may be collected stock with the approval of the Landscape Architect. Provided tree species that have a single main trunk (central leader), uiiless otherwise stated. Trees that have the main trunk foxixxing a"Y" shape or pazallel 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 autlined in Grades and Standards for Nursery Plants Part I and II, Florida Department of Agriculture and Gonsumer Services (latest �ition). � 2010 STREETRESURFACING SCOPE Q�' WpWC Page S1 of 137 ' 9/9/2008 Secaon IV — Technical Specifications D. 'The Owner or Landscape Architect reserves the right ta inspect plant mater�als either at the place of growth or at the project site prior to planting for compliance with requirements for name variety, size quality, or desig;nated area. E. Landscape materials shall be shipped with certificates of inspection as required by governmental authorities. 'T�e Contractor shall comply with all govertaing regulations that are applicable to landscape materials. F. Do not make substitution.s. 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 autharized, a written change order for substitute material will be z�nade by adjustment to Con.txact amount. G. Height and/or widt�� of trees shall be measured from ground up; width measurement shall be noxrnal crown spread of branches with plants in the normal positian. This rneasurement 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 plan.t mate�ial larger than specified may be used with the approval of the Owner or Landscape Architect; with no increase to the Contract pr.ice. Plant materials shall not be pruned prior ta delivery. H. Plant Material shall be symmetrical, typica] for variety and species_ Plants used where syrnmetry is required shall be matched as nearly as possible. I, Salled and burlapped plants shall have fiz�, natural balls of earth of su£�`icient 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 Nuu'serymen. Root balls and tree trunks shall not be dannaged by iraproper 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 stoc�C shall have been grown in containers for at least four xnonths, but not over two years. �f requested, samples must be shown to prove no root bound condition exists. 25.2.2.1.3 GRASSES: S�D 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, 9S% free of noxious week, freshly mowed before cutting, and in healthy condition when laid. It must nat be stacked more than 2�L hours before laying and it must be grown in soil compatible to that in which it will be installed. 5od must be kept rnoist prior to and after installation. S. Seed shall be delivered to the site in unopened bags with certification tags in place. Purity, germination and weed content shall be as certification requirernents. 25.2.2.1.4 MULCH A. Mulch shall be 100% Grade "B" shredded cypress bazk rnulch, thoroughly mixed with a pre-emergence weed killer according to the label directions as specified on the plan. ' 1 1 1 ' 1 1 1 LJ 1 , ' ' C_J , � � 2010 STREET RESURFACING SC�P� O� WORK Fage 52 of l37 9/9/2008 , L�J 1 1 ' ' 1 1 ' 1 1 1 Section IV — Technical Specifications B. Install mulch to an even depth of 3" before compactian. 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 th� site in full, labeled, wn.opened bags bearing the name, trade name or trademark and warranty of tk�e praducer; fully canforming ta State of Florida fertilizer laws. B. All fertilizer shall bear the rnanu£acturer's statement of analysis and shall contain the appropriate rninimum� amounts of elements for the type of use specified herein. C_ Agriform 20-10-5 fertilizer tablets or approved ec�ual, shall be placed in planting pit for all plant rnaterials 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 accarding to product instructions and rate. E. For sod and seeded areas, fertilize with a complete granular fertilizer on Sahia 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, maxed granules, with 30% - 50°/a of the nitrogen being in slow or controlled release form. The ratio of nitrogen to potash will be 1:1 or 2:1 far complete fertilizer formulations. Phosphorus shall be no more than '/ the nitrogen level. They shall also contain magnesium and micronutrients (i.e. manganese, iron, �inc, copper, etc.). 25.2.2.1.6 STAKES AND GUYS A. For trees, approve� plastic or rubbex guys shall be used between the stakes and the tree trunlc. Galvanized steel guy wire shall not be used. S. Stakes shall be cut from 2" x�" pressure treated (p.t.) stack for trees over 2" caliper. ' Stakes shall be 2" x 2" pressure treated (p.t.) stock for trees 2" caliper and under. A rninimum of 2 stakes per tree or an optional3 stakes per tree shall be used. ' C. For single trunlc palms, stakes shall be cut frorn 2" x 4" pressure treated (p.t.) stock, with a minimum of 3 stakes per pa1m. Batten consisting of 5 layers of burlap and 5- 2" x 4" by 16" wood connected with two -'/" steel bands shall be used around the palm trunk. 1 D. Other tree staking systerns 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 loasened 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 gxowth 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 Contractar and shall cnnsist of 1/3 peat and 2/3 sandy loam, with no lurr►ps over 1". C. Sackfill and clean fill dirt pravided by the Contractor shall be in a loase, friable soil. ' There must be slight acid reaction to the soil (about 6.0 — 6.5 pH) with no excess of calcium or carbona.te, and it shall be free from excess weeds, clay lumps, stones, sturnps, roots and toxic substances or any other materials that might be harm£ul to plaxxt growth or , 2010 STREET RESURFACING SCOPE QF WORIC Page 53 of 137 1 9I9R008 Section IV — Technical Specifications a hindrance to grading, planting, and maintenance procedures and operatians. No h.eavily or�anic soal, such as muck or peat shall be used as fill dirt. D. Bed preparation for ax�ual beds under 1 gallon containe�r size shall consist of 3" of �lorida peat or oth�r approved organic soil amendment spxead over full length and vvidth of planting area. Rototil organic layer 6 inches to 8 inches into native soil. 25.2.2.1.$ SOIL AMENDMENTS A_ Terra-Sorb AG or approved equal, soil amendment sha11 be mixed with native or planting soil for all trees, shrubs, ground cover, and arinuals according to manufacturer's recommended application rates and methods, if specified on the Plans. 25.2.2.1.9 TREE PROTECTION A. Wood %ncing shall be 2" x 4" pressure treated (p.t.) stock with flagging on horizontal mernbers. Space vertical members 6 feet to S feet on center. The barricade shall be placed so as to protect the critical protection zone area, which is the area swrrounding a tree vvithin a circle descxibed by a radius of one foot for each inch of the tree's dianaeter at breast height DBH at 4-1/2 feet above grade. 25.2.2.1.10 ROOT BARRIER SYSTEM A. Root barr�er fabx�c shall be installed when specified in tl�e plans andlor specifications for protection of adjacent paved surfaces according to specific product name or equal. Install as directed by the manufacturex. 25.2.2.1.11 PACKAGED MATERIALS A. Deliver packaged znatexials in containers showing weight, analysis and name of rnanufacturer, Protect materials from deterioration during delivery and while stored at the site. 25.2.2.9.12 PESTICIDES A. Pesticides shall be only approved, safe brands applied according to manufacturer's directions. 25.2.3 EXECUTI�N 25.2.3.1 PREPARATION 25.2.3.1.'1 OBSTRUCTIONS BELOW GROUND A. It shall be the res�onsibility of the Contractor to locate and mark all underground utilities, irrigation lines and vcriring prior to cammencement of the vvork. B. If underground construction, utilities or other obstructions are encountered in excavation oi planting areas or pits, the Landscape Archatect 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 tx'eated with Monsanto's "Round-LTp" per manuiacturer's specifications. All proposed landscape azeas 1 �J 1 1 1 ' 1 ' 1 ' 1 1 1 ' ' 1 1 2010 STREET RESURFACTNG SCOPE OF WORK Page Sk of 137 9/9l2008 ' 1 ' 1 ' 1 1 Section IV — Txhnical 5pecifications 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% vveed/turf eradicarion has been achieved. More than one application rnay be required to produce an acceptable planting bed. C_ Fre-emergent herbicides are not a substitute for spray treaxmen.t of "Round-Up" or "Rodeo", and may be used only with the written approval of the Landscape Arclutect. D. Should any plant material in th� sarne, 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 sha11 be accornplished by the Contractor. All planting areas sha11 be carefully graded and raked to smooth, even finish grade, free from depressions, lumps, stones, sricks or other debris and such that they will ' conform to the required finish grades and provide uniform and satisfactory surFace drainage without puddling. 1 1 1 1 ,� 1 1 ' F_ The Contractor shall remove debris (sticks, stones, rubbish) over 1-%z inches in any dimension form individual tree, shxub 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 rotatilling or loosening by hand methods. Spread 3 inches oi Florida peat (1/3), sandy loam (1/3), or other approved organic soil amendment aver the full length and width of planting area for annuals. Rotadll 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 prnduct instructions and rate. 25.2.3.1.4 PREPARATION FOR 5EEDING AND SOD AREAS A. All propose� sod areas cantaining existing tu�f grass or weeds shall b� trr�ated with Monsanto's "Rowad-Up" per manuiacturer'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 prornptly after preparation. Loosen sub- grade of seed and sod areas ta a minimuin depth of 4 inches. C. Immediately prior to any turf work, the Cantractor 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 Sahia grass at a rate of one (1) ' pound of nitrogen per 1000 squarE feet. Fertilizer shall be com►mercial grade, mixed granules, with 30°/a - 505 af the nitrogen being in slow or canbrolled release fornn. Thorouglily work fertilizer into the tap 4 inches af soil. 1 ' 2010 STREET RESURFACING SCOP� OF WORK Page 55 of 137 1 GJ�7 �'� : Seetion CV — Technical5pecifications E. Moisten prepared seed and sod areas before planting if soil is dry. Water thoroughly and allow suriace moisture to dzy before planting lawns. Do not create a muddy soil condition. 25.2.3.2 INSTALLATION 25.2.3.2.1 BERM CONSTRUCTION (I� SPECIFIED) A. Install berms at location and design shovvn on Plans ar�d at ttae height and slope indicated_ Height sta.ted is for finished berna with soiX at natural compaction. B. Exact location and configuration of berms may require madification to allow proper drainage; such changes will be coordinated with the Landscape Architect. C. If shawn on the Plan, construct berms using clean sandy loam fill dirt which is well- dxained, 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 MATERIAI.S A. Unless otherwise stipulated, plaz�t materials shall be approximately located per the plans by scale measurements using established building, columns, curbs, screen walls, etc. as the xneasuring reference point. Slight shifting may be required to clear wires, �revent blockage of signage, etc. S. Shrubs and ground covers shall be located and spaced as noted on the plant material sch.edule (if provided), otherwise plants will be placed in the planting beds at the normally accepted spacing for each species. G L�ave an 1 S inch (450 millimeters) border of mulched space between outer leaves of installed plant material and the bed line, curb, ar building foundation wall for all plant sizes. D. Any necessary "mino�' adjustmerits in the layout of planting shall be made by the Cantractor with the approval of tlxe Landscape Architect in order to conform as nearly as pussible to the intent of'the plans. 25.2.3.2.3 PLANTING PROCEDURES A. A11 shrubs, trees and ground covers or vines shall be planted in pits havi.ng vertical-sides and being circular in outlitte. Planting pit shall be 3 ta S 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 raat ball with the ground surface will be established. With regards to proper nursezy practices, plants under certain conditions (i.e. low and wet areas) will benefit frorn being planted "high" with the root ball about 1 inch higher than the surrounding grade. C. All plant materials shall be f�xtilized with Agriform 20-10-5 planting tablets, or approved equal, at time of installation and prior to completion of pit backfilling. Agriforna planting ta.blets shall be placed uniformly around the root mass at a depth tt�.at is between the middle and the bottom of the root mass. Application rate: 201Q STREET RESURFACING SCOPE OF WORK Page 56 of 137 9/9/2008 ' ' ' 1 1 1 1 1 ' ' ' 1 1 1 1 1 1 ] gallon 3 gallon S gallon 7 gallon Trees Palrns Section IV — Technical Specifications 1 - 21 gram tablet 2 - 21 �-arn tablet 3 - 21 gram tablet 4 - 21 gram tablet 3 tablets each '/a" (] 2 millimeters) caliper 7- 21 gram tablets D. Native soil shall be used in back-filling plant pits or as specified_ The Contractor shall be responsible far 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 aud loosened native soil around the sides of the root ball. Remove the top 4 inches (100 millimeters) o£ burlap wire, and all ti�down material frorn the root ball. Do not remove these materials from the bottom of the raot 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 thern. Failure to comply is cause far rejection. F. Conta.inerized plants shall be itastall�l with undisturbed nati.ve soil left under the base of the root ball to prevent voids. �lanting pit shall be 3 to S times the width of the root ball. Backfill tilled and loosen.ed native soil around the sides of the root ba.11. Thoroughly water-in before bringing the backfill up to the proper grade. G. Plant spacing shall be "on center" and varies with the different plant species. Space each variety of platrt 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 minirnum of 18.inches from the back of the curb ta 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 ba 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 watezed sufficiently at its origin to maisten 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 £ertilizer sha11 be inade to a111awn azeas just prior td the laying of the sod at a rate oi one (1) pound of nitrogen per 1,000 square feet. The ground sha11 be wet down before the sod is 1a�id in place. C. Solid sod sha11 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. G�t down soil level to 1 inch to 1-1/2 inches below top oi 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 rnanner that will avoid erosion due to the applicarion of excessive quantities, and the watering equipment shall be a type that will prevent damage to the finished sod surFace. Watering sha11 be repeat�d as necessary to keep sod rnoist until rooted to subgade. ' 2010 STREET RESU�tFACING SCOPE OF WORK Page 57 of 13'7 �� 9/92008 Section IV — Technical SpeciFications E. The sod shall be pressed firmly into contact with the sod bed using a turf rollen' or other approved equiprnent so as ta eliminate air pockets, pmvide a true and even surface and insure knitting without any displacernez�t of the sod or deformation of the surfaces of sodded areas. Afier the sodding operation has been completed, the edges of the area shall be smooth and shall confor�n to the grades indicated. F. I£, in the opinion of the Latxdscape Architect, top dressin,g is n,ecessary after xolling, clean silica sand shall be used to fill voids. Evenly apply sand over the e�nrire surFace to be leveled, �xlling-in dips and voids and thoroughly washing into the sad areas. G. On slopes steeper than 2: J, and as required, the sod shall be fastened in place with suitable wooden pizas ox by other appraved 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 foz type of seed. 25.2.3.2.6 TREE GUYINC� BRACING AND STAKING A. Tree guying, staking and bxacing shall be the responsibility of the Contractor per sound nursezy practices, and shall be done per details showz�, on the Plans. For trees, a tninimum of 2 stakes per tree or an optional 3 stakes per tree at 120 degree spacing shall be used. Stakes shall be driven in at an angle, then tightened to vert�ical supported by approved plastic or rubber guys. Trees shall be staked with a minimurn of 4 feet height of stake above grade and a mizurr�u.rn� of 30 inches of stake below grade. B. For single trunk palms, a mizumum of 3 stal�es �er palm at 120 degree spacing shall be used. Tnenail the sta.kes to batten consisting of S layers of burlap and 5- 2 inch x 4 inch x 16 inch wood connected with two 3/ inch steel bands. Palms shall be staked with a minirnum of 5 feet of stake above grade. C. Contractor shall remove all tree guying, staking, and bracing from trees six (6} rnonths after the date af final acceptance of the landscape work. D. Stake only trees that require support to maintain a plumb position or are in potentially hazardaus areas. . 25.2.3.2.7 MULCHING A. All planting b�s 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 (befare cornpaction) af 100% Grade B recycled cypress bark mulch, or other mulch as speci�ied on the Plans or General Notes. D. Mu1ch shall not be placed against the trunks of plant materials or foundations of buildings. Maintain a minimum 3 inch clearance for trees and shrub tn�nks and a minirnurn 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 �irst row af annuals. Maintain a rninimum 6 inches of non-mulched clearance from the outside edge of annuals. 1 ' 1 ' 1 ' 1 1 �I ' 1 1 , 1 1 '�J , 2010 S'T'REET RESURFACING SCOPE OF WOTtK Page 58 of l37 9/9/2008 , L� ^ [� 1 1 1 1 ' ' Section IV — Technical Specifications 25.2.3.2.8 PRUNING A. Pzu�ing shall be done by an experienced certified Arborist to maintain the natuxal shape and form of the plant. B. Upon acceptance by the Owner, prune any broken bxanches, remove carossed branches, and branches hanging below the clear trunk of the tree. 25.2.3,2.9 CLEAN-UP A. During landscape work, stoxe materials and equipment where directed by the Owner. B. The Contractor shall pzomptly remove any materials and equipnnent 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 a�ceas 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 bzacing materials as described in specifications. 25.2.3.2.10 PROTECTION A. The Contractor shall provide safeguards for the protection of workmen and others on, ' about, ox adjacent to the work, as requixed undex the parameters of the Qccupational Safety and Health Administration (O.S.H.A.) standards. 1 1 1 �I ' 1 1 1 ' B. Th� Contractor shall protect the O�wne�r's and adjacent property &om damage. C. the Contractor shall protect the lat�dscape work and mate�ials from damage due to landsca.pe operations. Maintain protection during installation and maintenance periods. D. The Contractor shall pmvide protection (tree barricades) for all exisring 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 matexials, properiy, or trades to a level equal in quality to the existing condition prior to damage. F. The Contractor sha11 be h�ld responsible for all damage done by his work or employees to other materials or trades' work. Patching and replacement of damaged work may be dane by others, at the Owner's direction, but the cost of same shall be paid by the Contractor wha is responsible for the damage. � 25.2.3.3 MAIIdTENANCE A. 'The Contractor sha11 maintain all plant materials in a fixst class condition from the beginning of laudscape construction until Final Acceptance. $. �eT'd110ri5: 1. Maintenance shall include, but not be limited tn, watering of turf and planting beds, mawing, fertilizing, cultivation, rn+eeding, pruning, disease and pest control, replacement of dead materials, straightenin�, turf or planter settl�nent 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 ' 2D10 57REET RESURFACING SCOPE OF W�RK Page 59 of 137 L�' 9/9/2008 SectiOn N — Technical Specifications the Contract. Mowing shall be consistent vt+ith the reconamended 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 t.�e landscape. 3. The Contractor shal� be responsible for the final watering of not less than one inch of water for aJl planted materials before leaving the site. 25.2.3.�4 25.2.3.4,1 INSPECTION, REJECTION, AND ACCEPTANCE INSPECTION A. Upon completion of the installation, the Contractoz will notify the Owner or the Owner's Representative that the job is ready for inspec�ion. Witkain 15 days of notifications, the installation will be inspected by the Landscape Archit�ct. A written ancUor graphic inspection report will be sent to the Owner and/or Landscape Contaractor. 25.2.3.4.2 REJECTION AND REPLACEMENT A. The Landscape Architect shall be final judge as to the suitability azxd acceptability of any part of the work. 1'lant tnaterial will be rejected if it does not meet the requirements set forth in Plans and Specifications. B. Replace any rejected materials iznmediately or within 1 S days and natify the Landscape Axchitect that the conection has been rnade. 25.2.3.4.3 ACCEPTANCE A. After replacernent of rejected plant material (if aziy) have be�en made, and completion of a�l other correction items, the �wner or Project Representative will accept the project in writing. B. Upon Final Acce�tance, the Owner assumes responsibility for maintenance within the terms of the Contract. Acceptance will in no way invalidate the Contractor's warranty periad. C. The Contractor's waxxanty period will begin after final acceptance of the project by the Owner. . �. If evidence exists of any lien or claim arising out of or in connection with default in performance af this Contract, the Owner shall have the right to retain any payment suflicient to discharge such claim and all costs in connectzon with discharg�ing such claim. 2. Wlzere 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 fmal selection rests with the Owner oz his representative. 3. Where plants installed do not meet specifications, the Owner reserves the xight to request plant replacement or an appropriate deduction from the Cantract amount to cornpensate for the value not received from the under-s�ecified plant mate�rials. No 2010 STREET RFSURFACING SCOPB pP WORK Page 60 of 137 9/9/2008 1 LJ , 1 1 J , 1 1 ' , ' , ' 1 ' 1 1 ' 1 1 1 1 1 1 1 1 1 Section IV -- Te�hnical Specifications additional compensation will be made to the Contractor for plants installed that exceed specifications. 25.2.3.5 WARRANTY A. The Contractor shall warranty a11 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 duxing this period or at completion will be replaced at no charge to the Owner. Should any of the plant materials show 50% or rnore defoliation during the warranty period, due to the Contractor's use of poor quality or improper materials or workrnanstup, 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 arnount of waxranty. 26 HDPE DEF�RMED - REFORMED PIPE LINING 26.1 INTENT Tt 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 includ.ing all labor, materials and equipment to provide for a camplete, fully restored and functioning installation. 26.2 PRODUCT AND CONTRACTOR/INSTALLER ACCEPTABILITY , The City requires that all conh-actors be prequalified. See General Conditions regarding conixactor 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 contractvrs submitting for ' prequalification approval far this project must exhibit extensive satisfactory experience in the 'vnstallation of the proposed lizier system and satisfactory evidence that the proposed liner systern has been extensively and successfully installed in the Unites States and the State of Flarida. The ' installer must be c�rtified by the liner systern rnanufacturer for installation of the liner system. The City reserves full and camplete authority to approve the satisfactory nature of the both the liner systern and the installer. I 26.3 MATERIALS Pipe shall be made from P. E. 3408 palyethylene resins cornplying with ASTM D 3350, cell ' classification: P.E. 345434 D for High Density. It shall be Type 3, Grade 4, Class D, accarding to ASTM D 1248. The Contractor shall provide certified test r�sults for review by the Engineer, from the manufacturer, that the material confarms with the applicable requirem�ents. Material ' shall have a mizaimum thickness of SDR 32.5. Pipe specimc�ns shall comply with the minimurn property values shown below with the applicable ASTM requirements: 1 ' Material Pro ert ASTM Method Va.lue HDPE Tensile Strength D 638 3,300 psi Elastacity Madulus E=113,000 psi ' 2010 STRE�'i' RESURFACING SCOP� OF WORK Page 61 of 137 g/9/20pg l. 1 5ection IV — Technical Specifications Impact Strength D 256 A 3.0 ft-lb/in Flexure Modulus E=136,000 psi Expansion Caeff. c=0.009 in/in/deg F At the time of rnanufacture, each lot of liner shall be reviewed for defects and tested in accordance with ASTM D 2837 and D 1693. At the tixne of delivery, the liner shall be homogeneous throughout, unifornx�. 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 wi.th the applicable requirements. The Engineer may at any time request the Contractor provide test results from field satx�ples to the above requarements. Liner shall be rnarked at 5-foot intervals or less with� a coded number, which identifies the manufacturer, SDR, size, rnaterial, date, and shift on which the liner was extxuded. Lining rnanufacturer shall submit to the Engineer for approval as requested, complete design calculations for the liner thickness. The criteria for line7r design slaall be HS-20 traffiic loading, water table to the ground surface, minimum expected lifetime of 50 years, and no structural strength retained from the existing pipe. Liner materia�s 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 systern prior to receiving bids. Request far contractor prequalification and/ar equal liner system approval must be received by the Engineer no later than 14 days prior to the date far receiving bids. 26.4 CLEANING/SURFACE PREPARATION It shall be the responsibility of the Contractor to clean and prepare the existing pipes for rehabilitatian. The Contractor will thoroughly clean the interior of the sewers to produce a clean interior surface free of all coatings, sand, rock, roots, slud�e, or other deleterious materials prior to liner insertion. Bypass pumping will be provided by the Contxactor as part of the unit cost of restoration. Bypass operations are to be so a�'anged as to cause minirnum disx-uptions to local traffic, residents and particularly to comrt�ercial facilities. During the cleaning and preparation operations a.11 necessary precautions shall be ta.ken to protect the public, a11 property an.d 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 TELEVISIDN INSPECTI�N After cleaning, and again after the rehabilitat�an work on each section of the project is completed, all pipe sect�ons shall be vi�sually inspected by means of closed-circuit color television, and recorded on VHS foxmat ta.pes provided ta the project enginee�r. The television system used shall be designed for the puipose and suitably lighted to provide a clear picture of the entire periphery of the pipe. 2010 STREET RESURFACINCy SCaPE OF WpR1C Page 62 af 137 9��g ' 1 1 ' 1 ' 1 ' L_.J 1 ' 1 1 Section IV — Technical Specifications 26.6 LINER INSTALLATION Liner shall be sized to field measurements obtained by the Contractor to provide a tight fit to the full interior circumference of the existing sanitary sewer and shall be a continuous, jointless liner product from inside of manhole to inside of manhole. Contractor shall use installation methods approved by the liner rnanufacturer including liner placement, reforming to fit existing pipe, pressure and heat requiretnents and reconnection of laterals. The Contractor shall imznediately notify the Engineer of any constntction delays taking place during the insertion operation. Contractor shall mainta.in a reasonable backup system for bypass pumping shauld delays or problems with pu�mping systems develop. Liner entries at rnanholes shall be smooth, free of ixregularities, and watertight. No pinholes, tears, cracks, thin s�ots, or other defects in the liner shall be permitted. Such defects shall be removed and replaced by the Contractor at his expense. OSHA requirem�ents £or installation procedures, irx particular, confined spaces are to be met. 2fi.7 LATERAL RECONNECTIOId Sanitary laterals shall be recozuiected as saon as possible to renew service. Laterals axe to be recoxaza.ected by rneans of robotics, by inter�aally cutting out the liner to 100% of the area of the original apening. All lateral recanuections are to be grouted to prevent leakage. Grouting method and material is to be approved by the Engiz�eer. Any reconnections to laterals and co�nections 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 recozaxiect 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 norma.l usage by the delivery of door hang�rs with approp�iate information regarding the canstruction praject. 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 conne�tion remain inoperative for more than a eight houar period without a service bypass being operated by the Cantractor. In the �vent that sewage backup occurs and exxters buildings, the Contra.etor shall be responsible for cleanup, repair and property damage costs and claims. 26.9 PAYMENT Payment for sanitary sewer restoratian shall be made per lineal foat including all preparation, ' bypass pu�mping, equipmez�.t, labor, m.aterials, operations, restoration, etc, to provide a fully completed and operatianal sewer. Payment shall be measured from cent�r of manhole to center of manhole for the sanitary systems and from end of pipe to end of pipe for storm systems. 1 ' ' 1 1 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) sha11 be constructed or replaced in accordance with the specifications foz paving the street with the exception that the base sha11 be six (6) inches. Use Section 23 G Asphaltic Conc�rete as specified for the street paving. 2010 STREET R�SURFACiNG SCOPE OF WOEtiC Page 63 of 137 9/92008 5ection IV — Technical Specificacions When finished surface of existing dnve is gravel, replacement shall be of like nnaterial. Payment shall be the sarne as Plant Mix Driveways. 27.'I BASIS OF MEASUREMENT Measurement sha11 be the number of syuaxe 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, labvr and incidentals necessary to complete the work 28 REPORTING OF TONNAGE 4F RECYCLED MATERIALS '�e State of Florida has ixnposed strict requirements on Solid Wastes Handlers to decrease the generation of salid waste products and in particular to increase the amount of recycle pmducts. In this regard, the City is required to determine the �nonthly total tonnage of all construction debris which is recycled in this contract. A xecycled material is any material reused in any manner which diverts its alternative disposal to a publicly assessable landfill or by incineration. If a material, such as clean earth, is not normally disposed to a landfill or incineration, theYa it is not to be considered a recyclable material. The Contractor is required to include in each request for payment the tota.l tonnage of materials which were recycled by the contractor duzing the contract peri.od for which the payment request is made. A.x�y cost to the contractor for the development and submittal of this information is to be included in the contract items provided in the original contract prapasal. 29 C�NCRETE CURBS Concrete Curbs shall be constructed to the line, grade and dimensions as shown on the plans. Unless otherwise noted, a11 concrete curbs shall have fiber rnesh reinforcement and have a minimum strengkh of 3000 p.s.i. at 28 days_ Expansion joints shall be placed at intervals not to exceed 1Q0 feet, and scored joints shall be placed at intervals not to exceed 10 feet. Tn addition, all the requirements of City Articles 6, 7, and 8 sha11 also apply. The Contractor shall notify the Project Inspector a minin�urn of 24 hours in advance of the placement of all conerete curbs. 29.1 BASIS OF MEASUREMENT Tkie basis of ineasurement shall be lineal feet of curb in place and accepted. 29.2 BASIS OF PAYMENT Payment sha11 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 r�naterials, equipment, tools, labar and incidentals necessary to complete the work. 2010 STREET RESURFACING SCpPE OF WORK Page 64 of 137 9/9/2008 ' , ' , ' , 1 1 1 ' ' ' , ' , ' 1 ' , � 1 1 � � 1 C� 1 ' ' 1 �� ' ' , , ' ' ' Section TV — Technical Specifications 30 CONCRETE SIDEWALKS AND DRNVEWAYS 30.1 CONCRETE SIDEWALKS Concrete sidewalks shall be constructed to tlle line, grade and dimensions as slnown on the plans or herein specified. Unless otherwise noted, all concret� sidewalks shall have fiber mesh reinforcement and have a minirnum strength of 3p00 p.s.i. at 28 days. Unless othexwise specified, all concrete sidewalks shall have a minimum width of four feet (4')_ Concrete sidewalks shall have a minirrxum thickness of four inches (4"), except at dri�veway crossings where a minimum thickness of six inches (6") is required. Also, 6/6 X 10/10 welded wire mesh reinforcernent is required for all sidewalk that crosses driveways. The welded wire rnesh shall be positioned in the middle to upper third of the placement. No cornpensation sha11 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 sha11 be made every S feet. Concrete shall be poured only an compacted subgrade. In addition, all the requirements of City Articles 6, 7, and S shall also apply. 30.2 CONCRETE DRIVEWAYS Concrete driveways, whether new construction or replacement, shall be a minimurn of six (6) inches in th�ickness with 6/6 X 10/10 welded wire mesh reinforcernent and a rnizumum horizontal distance between expansion joints of no less than four (�) 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. C�ncrete shall be poured only on compacted subgrade. In addition, a11 the rrequirements of City Articles 6, 7, and 8 shall also apply. The Contractor shall nati:fy the Praject Inspector a rninirnum of 24 hours in advance of the placement of all concrete $idewalks and driveways. 30.3 BASIS OF MEASUREMENT 'The basis of ineasurement shall be the numher of square feet of 4" concrete sidewalk, 6" concrete sidewalk, and 6" concrete driveways in place and accepted. 30.4 BASIS OF PAYMENT Paytnent shall be the unit price per square faot for each item as measured above, which price shall be full coxnpensation far all work described in this section and other applicable pazts of the specifications and shall include all materials, equiprnent, tools, welded wire rnesh where required, labor and incidentals necessary to complete the work. 31 SODDING Unless otherwise noted herein, the contractor sha11 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 Standazd Specifications (latest edition). The area for sod application shall be loosened and excavated to a suita.ble depth and finished to a grade compatible with existing grass and structures. Sod shall be placed with edgea in close contact and shall be compacted to uniform finished grade with a sod roller ixnrnediately after placement. In sloped areas, the sod shall be graded and placed so as to prohibit erosian and undermining af the adjacent sidewalk. No sod 2010 STREET RESURFACING SCOPE OF WORK Page 65 of 137 9/9/20p8 Section IV — Technical Specifications that has been cut for more than 72 hours can be used unless authox�zed by the Engineer in advance. '1'k�e sod shall be thoroughly watered immediately after placernent. The Contractor shall cont:inue to water sod as needed and/or directed by the Engineer as indicated by sun exposure, sail, heat and rain canditions, to establish and assure grawth, until termination of the contract. Dead sod, or sod not acceptable to the Engineer, shall be removed and replaced by the Cont�actor at no additional compensation. Any questions concerning the type of existing sod shall be detexinined by the Engineer. Unless othezwise noted on the plans, payment for sod (including labor, equipment, materials, placement, rolling, watering, etc.) shall be included in other bid items. Payment fox these associated bid items may be withheld until the Contxactox 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 Contxactor 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 far on the plans in the following rinaiu�.er_ The area to be seeded shall be brought to the required line and grade, fertilized and seeded in basic conformaxice with the latest edition of FDOT's Standard Speci,fications Sections 570, 981., 982 and 983. However, no wi�dflower seed shall be used, and Argentine Eahia Seed shall be used instead of Pensacola Lahia. No sprig�ing will be required. Also, the addition of 20 lb. of Rye Seed (to total GO lb. of seed per acre) will be required during the stated periods. It is also requared that the Contractor xnaintain said seed until growth is assured. When this work �s given as a bid itez�, the item shall cover all labor, material, equipment (including water), required �or 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 n.ot shawn as a bid item, then the cast of such work as stated above shall be included in the cost of other work. 33 STORM MANHOLES� INLETS. CATCH BASINS OR aTHER STORM STRUCTURES For details on specific design of a type af storm structure refer to Part B Index Numbers 200 to Z35. When reyuired, inlets, catch basins or other structures shall be constructed according to the plans and applicable parts of the specifica.tions, Section Nutnbers 7, S, & 9, and as approved by the Engineer. Said structures shall be pratected and saveci 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 Nurnbers 201 and 202. Invert channels shall be constructed smooth and semi circular in shape confortn.ing to inside of adjacent sewer section. Changes in direction of flow shall be made in a smaoth cwrve 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 mortaz on tap of concrete base. 2010 STREET RESURFACING SCOPE OF WORK Page 66 of 137 9/9/2008 , 1 ' � � ' C_� , , ' 1 t , ' , ' , , ' � 1 ' ' ' � Section IV — Technical Specifications The storrta structure floor outside of channels shall be zxiade srmooth and sloped toward channels. Manhole steps shall not be pravided. Joints shall be cornpletely filled and the zxiortar shall be smoothed from inside of the manhales. The entire exterior of brick manholes shall be plastered with one half inch of rnnortar. Bri.ck shall be la.id radially with every sixth caurse 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 renaoved with a sledge hammer_ 33.2 PRECAST TYPE The manhole base sha11 be set on a pad of dry native sand approximately five inches thick to secure pmper seating and bearing. �recast Manholes and Junction Boxes: The Contractor rnay substitute precast rcxanholes and ' junction boxes in lieu of cast in place units unless otherwise ahown on the plaias. Precast Inlets will not be acceptable. When precast units are substituted, the construct�on of such units must be in accordance with ASTM C 478, or the standard specifications at the manufactuxers option. � Precast structures must also maet the requirement that on the lateral faces, either inside or autside, the distance between precast openings for pipe or precast open�ing and top edge of precast structure be no less than� wall thickness. A minim�um of four courses of brick will be ' provided under znanhole ring so that future adjustment of manhole lid can be accommodated. Manhole steps shall not be provided. Manhole using O ring between precast sections will not be acceptable for storm structures. 1 ' , 33.3 BASIS OF PAYMENT Payment for Junction Boxes, Manholes or other structures sha11 be on a unit basis. 34 MATERIAL USED This article not used. See SECTION IIT, ARTICLE 23 — MATERIAL USED. 35 CONFLICT BETWEEN PLANS AND SPECIFICATIONS ' This article not used. See SECTION III, ARTICLE 24 — CONFLICT BETWEEN PLANS AND SPECXFICATIONS. ' 36 STREET SIGNS The removal, covering or relocation of stre�t signs by the Contractor is PRUHISITED. ' All street signs shall be re;txioved, covered or relocated by the City's Traffic Engineering Division in accordance vrith Sections 700, 994, 995, and 996 of FDOT's Standard Specifications (latest edition). 1 � 1 ' � The Contractor shall notify the City's Traffic Engineering Division a minimurn of 24 hours in advance of the proposed sign relocation, covering or removal. 2010 STR.EET RESURFACING SCOPE OF WORK Page 67 of 137 9/9lZ008 Section N — Technical Specifications 37 AUDiONIDEO REC�RDING OF WORK AREAS 37.1 CONTRACTOR TO PREPARE AUDIONIDEO RECORDING Prior to cornmencing work, the Contractor sha11 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�re-construct�on conditions. 37.2 SCHEDULING OF AUDI4NIDE0 RECORDING The video recardings shall n.ot be made more than twenty-one (21) days prior to construction in any area. 37.3 PRQFESSIONAL VIDEOGRAPHERS The Contractor shall er�gage the sex-vices oi a professional videographer. The color audio videotapes shall be prepared by a responsible comznercial firm known to be skilled a�xd regulacly en,gaged in the business of pre-construction color audio-video recording dacuznentatian. 37.4 EQUIPMENT All equipment, accessories, materials and labor to perform this se�rvice shall be furnished by the Contractor. The total audio video system shall reproduce bright, shaap, clear pictures with accurate colors az�d shall be free from distortion, tearing, rolls or any other form of imperfection. The audio partion of the recording shall reproduce the comm,entary of the canae7ra 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 canventional wheeled vehicles. Such coverage sha11 be abtained by walking. 37.5 RECORDED INFORMATIQN, AUDIO Each recording shall begin with the current date, project name and be iallowed by the general location, i.e., viewing side and direction af prog�ess. Accornpanying the video recording of each video shall be a corresponding and simultaneously recorded audio recording. This audia recording, exclusively containing the co�nmentary of the camera operator or aide, sha11 assist in viewer orientation and in any needed identification, differentiation, clarification, ar obj�ctive descriptian of the features being shown in the video partion of the recarding. The audio recording sha11 also be free from any conversations. 37.6 RECORDED INFORMATION VIDEO All video recardings must continuously display transparent digital information to include the date and time of recarding. 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 narne, contract number, direction aF travel and the viewing side_ This transparent information shal] appear an the extrezne upper left haz�d third of the screen. Camera paz�, tilt, zoom-in ar�d zoom out rates shall be sufficiently controlled such that recorded objects will be clearly viewed during videatape playback. Tn 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 2010 S'T1tEET RESURFACING SCpPE OF WORK Page 68 of 137 9/9/2008 � � 1 , 1 � ' 1 , �J ' ' , ' , LJ � � 1 ' ' ' ' ' 1 1 1 ' 1 1 1 1 ' ' 1 ' 1 ' Section IV — Technical 5pecifications 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 af the recording shall maintain viewer orientation. To this end, overall establislndng views of all visible house and business addxesses shall be utilized. In areas where the proposed construction location will not be readily apparent to the videota.pe viewer, highly visible yellow flags shall be placed, by the Contractor, in such a fashion as to clearly indacate the proposed centerline of con�.struction. When conventional wheeled vehicles are used as conveyances for the recording system, the vertica] distance between the camera lens and the ground sha.11 not e7cceed 10 feet. The camera shall be firmly mounted such that transport of the camera during the recording pxocess will not cause an umsteady picture. 37.8 LIGHTING Al] 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 recordir�g and to produce bright, sharp video recordings of those subjects. 37.9 SPEED OF TRAVEL T'he average rate of travel during a particular segnnent of coverage shall be dixectly proportional to the numb�r, size ar�.d value of the surface features witl�in 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 farty-four (44) feet per minute. 37.10 VIDEO LOG/INDEX All videota.pes shall be permanently labeled and shall be properly identified by videotape number and project title. Each videotape shall have a lag of that videotape's cantents. The log shal] describe the various segrnents of coverage contained on the video tape in tex�ns of the narnes of the streets or location of ease�ments, coverage beginning and end, directions of coverage, video unit couzxter numbers, engineering survey or caordinate values (if reasanably available) and the date. 37.11 AREA OF COVERAGE Tape coverage sha11 include all sur�ace features located within the zone of influence of consiruction supported by appropriate sudio coverage. Such coverage sha11 includ�, but not be limited to, existir�g driveways, sxdewalks, cu►rbs, pavements, drainage system featuzes, mailboxes, landscaping, culverts, fences, signs, Contractor sta.ging 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 lixnited to one side of the Site, street, ease�ment or right of way at any one time. 37.12 COSTS OF VIDEO SERVICES The cost to complete the requir�ments under t�as section sha11 be included in the contract items pravided in the proposal sheet. There is na separate pay item far this work. 2010 5TREET RESURF'AC[NG SCOPE QF WORK Page 69 oF I 37 9/9/2008 5ection IV — Technical Specificativns 38 ERQSION AND SILTATION CONTROL �8.1 STABILIZATION OF DENUDED AREAS No disturbed area may be denuded for more than thirty (30) calendax days unl�ss otherwise authorized by the City Engineer. Durin$ construction, denuded areas shall be covered by mulches such as straw, hay, filter fabric, seed az�d mulch, sod, or some other perma.�ent 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, whethex by irnpervious surface or landscaping. 38.2 PROTECTION AND STABILIZATION OF SDIL STOCKPILES Fill material stockpiles shall be protected at all times by on-site dra.inage controls which prevent erosion of the stockpiled rnaterial. Control of dust from such stockpiles nnay be required, depex�ding upon their location and the expected length of tirne the stockpiles will be present. In no case sha11 axi 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 maintazned and modified as required by construction progress, and which must be approved by the City Engineer before installation. 38.4 SEDIMENT TRAPPING MEASURES Sedirnent basins and traps, perimeter berms, filter fences, berms, sedirnez�t barriers, vegetative buffers and otlaer measures intended to trap sediment and/or prevent the transport of sediment onto adjacent properties, or into existing watex bodies; must be znstalled, constructed, or, in the case of vegetative buffers, protected frorn 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 structuxes including but not lixnited to berms, earth filters, dams or dikes shall be stabilized and protected frorn dxainage daxzxage or erosion within one week of installation. 38.5 SEDIMENTATI�N BASINS Areas of 3 acres or more shall be required to have temporary sedimentation basins as a positive remedy against downstream siltai�on and will be shown and detailed on construction plans. During developrne�nt, permanex�t deten.tion areas rnay be used in place of silt basins, provided they are maintained to the satisfaction of the Ciry. The Contractor will be required to prohibit discharge of silt through the outfall structure during construction of any detention area and wi11 be requixed to clean out the detezxtion area before installing any permanent subdrain pipe. In additian, perma�nent detention areas must be totally cleaned out and operating properly at final inspection and at the end of the one year warraiaty 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 sha11 be mainta.ined throughout the pmject by xegular remova] of sedirnent from the basin. 2010 STREET RESURFACING SCOPE O�' WORK Page 70 of 137 9/9/2008 1 ' , 1 C� ' 1 ' ' 1 ' ' ' , ' ' � ' � ' , $ection IV — Technical Specifications 38.6 W�RKING IN QR CROSSING WATERWAYS OR WATERB�DIES Land alteration and construction shall be minimized in both permanent and intem�ittexzt ' waterways and the immediately adjace�nt buffer of 25 feet from top of bank of the waterways and the buffer area whenever possible, and bamers shall be used to prevex�t access. Where in channel work cannot be avoided, precautions must be taken to stabilize the worlc area du;ring land ' alteration, developxnent and/or construction to minirnize erosion. If the channel and bufFer area are disturbed during land alteration, they rnust be stabilized within three (3) calendar days after the in channel work is completed. ' , 1 �J 1 ' ' 1 i , � 1 1 , 1 Silt curtains or other filter/siltation reduction devices must be installed on the downstreaxn side of the in channel alteration activity to eliminate impacts due to increased turbidity. Whexever 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 p�ior 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 detentian areas will be sodded prior to issuance of a Certificate of Occupancy. 38.8 UNDERGROUND UTILITY CONSTRUCTION The construction of underground utility lines and other structures shall be done in accordance with the following standards: a. No more than 4001ineal feet of trench shall be open at any one time; b. Wherever cansistent with safety and space cansideration, excavated material shall be cast to the uphill side of trenches. Trench mat�rial 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 rnare stringent enforcement pracedures such as (but nqt limited to) issuance of a"Stop Work Order". City of Clearwater Standard Detail Drawings Na. 601 and 607 are exaxxxples oiaccepted methods that may be used or required to control erosian and siltation. 2010 STREEC RESURFACTNG SCOPE OF WORK Page 71 af 137 9/9/2008 Section IV — Technical Specifications City of Clearwater - Erosion Control Tbis notice is to inform the prirne contractor that the City of Clearwater holds them responsible for soil erosion cont;rol on their site. The City of Cleatwater Engineering Department has the responsibility to minimize the amount of soil erosion into the City's streets, storm sewers azxd waterways. The construction of a new residence or cornrnercial site and majox 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 �roded soil into the adjacent streets, storm systems and waterways. When erosion takes place, a City Inspector will place a cor�rection notice at the site. The procedure will be as follows: 1 st occurrence - Warning 2nd occurrence - $32 reinspection fee 3rd occurrence - $80 reinspection fee 4th occur�rence - Stop work order Dependent on the severity of the erosion, the City's Engineering Department rnay 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 chec�C. If the contractor would like to meet with a Ciry inspector on any particular site, please contact Construction Services at 462-6126 or Planning & Development Services at 562-4741. Erosion Cantrol Required - City of Clearwater's Gode o£ Ordinances requires erosion control on a111and development projects. Erosion control must be in place and rnaintained throughout the jab. 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. ' , 1 , 1 1 � 1 1 1 t ' � ' � ' 1 2010 STREE'r RESURFACING SCOP�. QF WORK Page 72 of 137 9/9/2008 ' ' � � . � � � � � � � � � � � � � � � � � � @ Section IV —Technica] Spacifications CITY OF CLEARWATER NOTICE OF ER�SION VIOLATION UNDER SECTION 3-701 (DIVISION 7— EROSi�N AND SILTATI�N CONTROL) OF THE CITY OF CLEARWATER CODE OF ORDINANCES, THIS SITE HAS BEEN F�UND IN VIOLATION. THIS SITE MUST BE RESTORED TO AN EROSION CONTR�LLED SITE PRIOR TO ANY FURTHER DEVELOPMENT TO CONTFNUE. wam�ng $32.00 Reinspection Fee $80.OQ Reinspection Fee Stop Work Order DATE POSTED: Inspector's Name: Inspec�or's Signature: CITY OF CLEARWATER PLANNING & DEVELOPMENT SERVICES 727 562-474� & PUBLIC SERVICESICONSTRUCTION 727 462-6226 Recei�ed by: {5ignature indicates oniy a copy of this notice has been re�ei�ed and does not in any way indicate admission of guilt or concurrence with findings af the irtspector.} IT IS A VIOLATION TO REMOVE THIS NO'I`ICE ANY UNAUTHORIZED PERSON REMOVING THIS SIGN WiLL BE PR4SECUTED 2U [ 0 STREET RESURFACING SCOPE OF WORK Page 73 of 137 9I912008 Section TV -- Technical Specifications 39 UTILITY TIE IN LOCATION MARKING The tie in locations for utility late�rals of water, sanitary sewer, and gas shall be plain�y 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 latez'al. Marks slaall. not be placed on the curb where latexals cross diagonally under tlxe curb. The tie in location shall be the end of the utility lateral prior to service connection. Maxkings shall be uni£ozm 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 & transn�aission Municipal Electric Systezzas HIGH VTSTBZLITY SAFETYYELLOW Gas Distribution and Transzxaission Ozl Distribution and Transmission Dangerous Materials, Produce Lines, Steam Lines SAFETY ALERT ORANGE Telephone and Teleg7-aph Systezxas Police and Fire Conamunications Cable Television SAFETY PRECAUTIDN BLUE Water System.s Slurry Pipe Lines SAFETY GREEN Sewer Systems LAVENDER RECLAIMED WATER WHITE PROF�SED EXCAVATION Marks placed on curbs shal� be rectangulax in shape and plac�d with the long di,rnension perpendiculaz to the flow line of the curb. Marks placed on valley gutter and modified curb sha11 be 5-inch x 3-inch and placed at the back of the curb. Marks placed on State Raad and vertical curb sha11 be 4-inch X 2-inch and be placed on the cuurb face. 40 AWARD OF CONTRACT WORK SCHEDULE AND GUARANTEE This article not used. See SECTION TII, ARTICLE 21 — AWARD OF CONTRACT, WORK SCHEDULE AND GUAR.A.NTEE. 41 POTABLE WATERMAINS RECLAIMED WATERMAINS AND APPURTENANCES 41.1 SCOPE The Contractoz shall fiunish all plant, labor, znaterials ax�d equiprxaent to perfo�rn all operations ux connection wzth the construction of water mains and appurtenances including clearing, excavataon, trenching, backfilling and clean up. 2010 STREET R.ESUItFAC1NG SCOPE OF WORK Page 74 of 137 9/9/2008 1 1 1 1 ' 1 1 ' � ' ' ' ' , 1 1 1 ' ' Sectian N—Technica! Specifications 41.2 MATERIALS 41.2.1 GENERAL Materials, equipment and supplies furnished and permanently incarporated into the project shall be of first quality in every respect and shall be constructed and finished to high sta.ndards of workmanship. Materials shall be suita.ble for service intend�l, shall reflect rnodern design and engir►eering 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 pxevious to ic�stallation, 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 AAATERIALS AND FITTINGS 41.2.2.1 DUCTILE IRON PIPE Ductile Iron Pipe shall be in accordance with ANSUAWWA C151/A21.51 81 or latest revision. Pipe thickness class, wall thickness and working pressu�re shall conform to the following table: Size Class Thiekness Rated Water Working Pressure (r�•) (PSn 4" 51 0.26 350 6" 50 0.25 350 8" SO 0.27 350 12" 50 0.31 350 The trench laying condition sha11 be Type 2, Flat bottom trench backfill lightly consolidated to centerline of pipe. Pipe shall be manufactured in accordance withANSUAWWA C1S1/A21.S1 $1 or latest revision. Pipe shall be asphalt caated on the outside and standard cement lined and sealed coated with approved bituminous seal coat in accordance with ANSUAWWA C144/A21,4 80 or •latest xevision. 41.2.2.2 POLYVINYL CHLORIDE (PVC� PIPE Polyvinyl Chloride (1'VC) Pipe 4-inch through 8-inch sha]1 be in accordance with ANSUAW WA 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 Q.D, as Cast and Ductile Tran 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: 2010 STREET RESURFACING SCQPE �� WpRK Page 75 of 137 9/92008 5ection N—Technical Specifications Size Dimension Ratio Rated Water Working Pressure Laying Length (OD/Thick.) (PSX) (Ft) 4 18 150 20 6 18 150 20 $ 18 150 2U Pipe larger than 8-inch shall be ductile iron. 'The City Engineer reserves the zight to require the use of ductile iror� 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 pi�e shall bear identificatian 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 palyvinyl chloride pipe shall he laid with two (2) strands of insulated 12 gauge A.W.Cz solid strand copper wire taped to the top of each joint of pipe with about 18 inches betwe�n each piece of tape. It is to be installed at every valve box thraugh 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 splice kit (3M or equal) approved by the Engineer. This wire is to be secured to all valves, tees and elbows. 47.2.2.3 �ITTINGS AND JOINTS �'itting from 4-inch through 1b-inch in size will be compact ductile iron cast in accordance with ANSUAWWA C153/A 21.53 with rnechanical joint bells. Bolts, nuts and gaskets sha11 be in accordance with requireznents ofANSI/AWWA C1S3/A 21.53. The working pressure rating shall be 350 P.S.x. Ductila iron fittings shall be coated and lined in accordance with require requirements of ANSUAWWA C1�4/A21.4. Mechanical joint glands shall be ductile iron in accardance with ANSUAWWA C111/A 21.11. When reference is made to ANSUAWWA Standards, the latest revisions apply. Only those firiings and accessories that aze of domestic (USA) manufactdre will be acceptable. 41.2.2.4 RESTRAINT Restraint of plugs, caps, tees, bends, etc., shall be accomplished by the use of appmved mechanical restraining rings or glands installed per manufacturers recom�mendations. 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 CA51NG All pipe placed within casings shall be slip jaint ductile iron restrained by the use of restrauung gaskets designed for use with the particular joint being installed and have properly sized casing spacers installed on the pipe so that the pipe will be centered within the casix�g. Each end of the 2010 STREET RESURFACING SCOPE OF WORK Page 76 of 137 9/9/2008 1 1 1 1 � 1 1 ' 1 ' ' , ' ' , 1 ' , � 1 1 1 Section IV — Technical 5pecificaiions casing shall be properly sealed to prev�nt 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 sha11 be operated by methods which will allow operation in an�y position with ' respect to the vertical. Valves for interior piping or elrposed above grade autside structures, shall be handwheel operated. Valves 4-inches and large�, 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 wluch they axe to be used. The direction of opening for a11 valves sha11 be to the left (counter clockwise). 1 � ' Pressure Rating: Unless otherwise shown or specified, valves for high pressure service shall be rated at not less than I50 psi cold water, nonshock. The manufactuurer's name and pressure rating shall be cast in rai�sed 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 �nch and smaller Diameter: Not allowed. These should be approved ball valves. Thxee 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 canformaz�ce with ANSUA.W.W.A. Standard Specification C509 latest revision. These valves shall include the following %atures consistent with CSQ9, fu11 opening unobstructed waterway, zero leakage at ' 200 p.s.i. differential pressure, a11 internal parts rernovable from bonnet without removing body from pressure 'main, corrosion resistent bronze nonnising stem with Q ring bonnet seal aa�d internal cast iron parts coated with corrosion resistent coating. � ' Larger than Sixteen Inch Diazneter: Ga.te 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 ANSUA.W.W.A. These valves shall include the following features consistent ' with C509-80, full operung unobstructed waterway, zero ]eakage at 2U0 psi differential pressure. All valves shall be ec�uipped with steel cut bevel gears, extended type gear case and rollers, 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 axe allowed as part of a valve box assernbly. They are to be 3 piece valve box assembl�. The lower part of the assembly can be ordered in various heights to accommodate different depths. Suita.ble sizes of valve bc�xes and extension pieces shall be ' provided where shown. Tlxe valve box cnver shall be of cast iron. Valve boxes and their installation shall be included in the bid price for valves. 1 1 41,2.5 HYDRANTS No other hydrants, other than those listed below, znay be used in extension to or replaceznent of the City of Clearwater water systern: • Kennedy Guardian #K $1D Fire Hydran�t, • Mueller Super Centurion 25 Fire Hydrant , 2010 STREET RESUFtFACING SGOPE OF WORK Page 77 of 137 [_� 9/92IX18 Section IV — Technical Specifications • AVK Nastalgic 2780. + American Darling B-$4-B. No substitutions shall be allowed without the approval of the City of Clean�vater Above hydrants shall be in accordance with the latest revxsion of the AWWA Specification C 502 and ix�clude the following xnodifications: 1_ All shiprnents to be palletized and tailgate delivery. 2. Hydrants shall conform to A.W.W.A. Statadard C-502 latest revision and include the following modifications. Must be UL / FM listeci. 3. Hydrants shall be of the compression type, closing with line pressure. 4. The operating tY�z�eads will be contained in an operating chamber sealed at the top and bottom with an O-ring seal. Tl�e chamber will contain a lubricating grease or oil. 5. Hydrants shall be of the traffic model breakaway type, with the baixel znade 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 naoisture. 8. A thrust washer shall be supplied between the operating nut and stem lock nut to facilitate operation. 9. Uperating nut sha11 be a#7 (1-1/2-inch) pentagon nut. 10. Nozzles sk�all be of the tamper resistant, 1/4 turn type with O-ring seals or tlureaded into upper bai:rel. 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 threadeci to a brazaze insert in the hydrant shoe, with O- rings to seal the barrel from, leakage of water in the shoe. 13. The rz�ain 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 pwnnper nozzle. Th.reads shall be in accordance with the National Standard Hose Coupling Thread Specifications. 18. Hydrant body shall have a factory finish of yellow paint_ All paints shall comply with AWWA stazxdard 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 frorn the hydrant tee thxough to the hydrant. Constrained joints shall absorb all thrust and prevent movement of the hydrant. , ' 1 1 ' 1 , ' 1 1 , 1 ' ' ' ' , 2010 STREET RESURFACING SCOPE QF WORK Page 7S of 137 9/9/20D8 ' , 1 1 , Section IV � Technical Specifications All fire hydrants sha11 be provided with aia auxiliary gate valve so that the water to the hydrant may be shut aff without the necessity of closing azxy other valve in the distribution system. 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 a11 2- inch service connectians to 6-inch and lazger mains. Service saddles 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 rnaterials 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, imper:fectly coated or otherwise darnaged or unsatisfactory material sha11 be used. ' 3. All tnaterial found duzing the progress of the work to have cracks, flaws, ar other defects shall be rej�cted and promptly removed from the site. 4. If damage occurs to any pipe, fittings, valves, hydrants or water main accessories in ' handling, the damage sha11 be immediately brought to the Engineer's attention. The Engineer shall prescnibe corrective repairs or rejection of the damaged items. ' C� , ' 41.2.8 BACKFLOW PREVENTERS The City of Clearwater owns and maintains a{I 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. Sackflow preventian devices installed on customer's service lines at the point of delivery (service connection) sha11 be of a type in accardance with AWWA specification C506 or latest revision. Two (2) different types of backflaw prevention devices are allowed. Type of device, when required, is determined by the degree of hazard pxesented to the municipal water system from possible backflow af water within the customers private system. The types of devices allowed are: ' 1. Double Check Va1ve Assembly a device composed af tvvo single, independently acting, appraved check valves, including tightly closing shutoff valves located at each end of the assembly and suitable co;nnections for testing the watertigk�tness of each check valve. � 1 2. Reduced pressure principle backflow prevention device a device conta.ining a minimum of two independently acting, appraved 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 af the device, and each device shall be fitted with properly located test cocks. ' Since installed devices rnust be test�d annua]ly and may be maintained by the City of Glearuvater, following are the approved madels of devices allowed for installation by customers of the City of Clearwater Water Distnbution system: ' 2010 STREET RESUC�'ACING SCOPE pF WORK Page 79 of 137 ' � 9/92008 5ection IV -- Technical Specifications DOUBLE CHECK VALVE 2" and Smal(er Lar er thaq �" Canbraco 40100 Conbraco 40100 I-�erse Beeco Modcl FDC Hers Beeco No. 2 Watts Madel 709 or 007 Watts Made1709 or 007 FEBCO Model $OSY Ames 2000 SS REDUCED PRESSURE TYPE Z" and 5ma1 er Lar er tha 2" Ames 4000 SS Conbraco 40200 Conbraco 40200 Hers Beeco Model FRP II Hers Beeco Model 6CM FESCQ Mnde1825Y Watts Mode1909 or 009 Watts Mode1909 or 009 47.2.9 TAPPING SLEEVES Steel body tapping sleeves shall be 7CM Industries Inc., JCM 412; Clow Corporation 3460; or equal. All steel body tapping sleeves shali 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 QFF HYDRANTS Blow offs are not allowed.. 41.3 CONSTRUCTION 41.3,1 MATERIAL HANDLING 1. Pipe, fittings, valves, k�ydrants and accessories shall be loaded azid unloaded by lifting with hoists or skidding so as to avoid shock or damage. Under no circurr�stances shall such materials be dropped. Pipe handled on skidways shall not be skidded rolled against pipe alrea.dy on the ground. 2. Pipe shall be so handled that the coating and lining will not be dannaged. If, however, any part of the coating or lining is damaged, the repair shall be made by the Contractor�at his �xpense in a manner satisfactary 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 rnaintained 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 praperly flushed before any pressure testing and sterilization of the pipe can be completed. 2010 STREET RESURFACING SCQPE pF WORK Page 80 of 137 9/9/2008 1 1 ' 1 1 � 1 1 1 1 ' r ' 1 � 1 1 1 1 1 C:J I�J ll 1 1 1 ' ' � ' 1 ' Section IV — Technical Specifications The depth of cover over the water main shall be a rnizurnum of 34-inches and a maxinnum 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 authoxity to change the plans and arder a dev�iation from the line and grade or arrange with the Owners of the structures for the removal, relocation, or reconstruction, of the obstructions. 41. 3.2.2 I N STAL LATI O N Proper implements, tools, and facilities satisfactory to the Enginee;r shall be provided and used by the Gontractor 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 maiuxex as to prevent daznage to materials and protective coatings and linings. Under no circumstances shall rnaterials be dropped or durnped 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 attentian. The Engineer shall presc�ri}ae corrective repairs or rejection of the damaged it�ns. All pipe and fittings shall be careiully examined for cracks and other defects while suspended above the trezich imrnediately before installation in final position. Spigot ends shall be examined with particular care as this area is the most wlnerable to damage fram 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 sha11 be wire brushed and wiped clean and dry and free frorn oil and grease before the pipe is laid. Pipe joints shall be made up in accordance with the manuiacturer's recommendations. Every precauti�n shall be taken to prevent foreign material from entering the pipe while it is being placed in the line. Zf the pipe laying crew ca.nnot put the pipe into the trench and in place without getting earth into it, the Engineer may requi�e that, before lawering the pipe into the trench, a heavy, woven canvas bag af 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, clathing 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 fram entering the jaint space. � At times when pipe laying is not in progress, the open ends of pipe sha11 be closed by a watertight plug or other means approved by the Engineer. � The cutting af pipe for inserting valves, fittings, or closure pieces shall be done in a neat a.nd workmanlike manner without damage to the pipe or cement lining and so as to leave a smooth end at right az�gles 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 l0 per cent or greater, the laying shall start at bottom and shall proceed upward with the bell ends of the pipe upgrade. ' 201Q STREET RESURFACING SCOPE OF WaRK Page 81 of 137 9/9/2008 1 Section [V -- Technical Specifications 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 ar,n.ount of defleci�on allo�ved shall not exceed that allowed under the latest edition of ANSUA'WWA C600-82 and C900 81 or latest revisions. No pipe shall be laid �vhen, in the opinion of the Engineer, trench conditions are unsuitable. 41.3.3 SETTING OF VALVES, HYDRANTS AND FITTINGS 41.3.3.1 GENERAL Valves, hydrants, fittings, plugs and caps shall be set and joined to pipe in the manner specified above for installation aipipe. 41.3.3.2 VALVES Valves in water rnains 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 transtnit shock o�r stress to the valve and shall be centered and plumb over the vvrench nut of the valve, with the box cover flush with the surface of the fizushed pavezzxent or such other level as may be directed. 41.3.3.3 HYDRANTS Hydrants shall be located as shown or as directed so as to provide complete accessibility and zx�.iz�izx�.ize the possibility of dam.age £rom vehicles or injury to pedestrian.s. All hydrants located 10-feet of more from the xiraain shall have a gate valve at the main and another gate valve at the hydrant location. No valve can be located anywhere in the hydrarxt run to circumvent the use of two valves. All hydrants shall stand plumb an.d shall have their nozzles parallel with, or at right angles to, the curb, with the pu�mper nozzle facing the curb. Hydrants shall be set to the established grade, with nozzles as shown or as directed by the Engi.neer. Each hydxant shall be connected to the main with a d inch ductile iron bran,ch controlled by an independent 6 inch gate valve. 41.3.3.4 ANCHORAGE Moveznent of all plugs, caps, tees, bends, etc., uriless otherv�rise specified shall be prevented by attaching approved mechanical restraining rings or glands and installed per m.anufacturexs recamrt�endations. Hydrants shall be held in place with restcained swivel joints. Restraining zn.echanical 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 �lans or specified in the field by the Engineer. 41.3.4 CONNECTIONS TO EXISTING LINES Where shown on the plans or directed by the Engineer, the water lines conslructed under this contract sha11 be connected to the existing lin.es now in place. No such connection shall be made 2010 STREET 1tESURFACING SCOPE OF WORK Fage 82 of 137 9/9/2008 ' 1 , 1 1 LJ 1 1 1 1 1 � , ' � � ' 1 1 �� ' LJ 1 CJ 1 1 1 ' ' 1 1 1 ' Section IV —Technical Speci£cations ux�til 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 En�ineer. Where connections are made between new work and existing work, the connections shall be rnade in a thorough and workmanlike maruier using proper materials and fittings to suit the actual conditions. All connections to e7cisting facilities will be completed under the supervision of the City of Clearwater Water Division. 41.4 TESTS 41.4.1 HYDROSTATIC TESTS After installadon of water mains, complete with all associated appurt�nances including service taps, all sections of n�wly laid main shall be subject to a hydrostatic pressure test of 150 pounds pex square inch for a period of two (2) hours and shall conform to AW WA C6001atest revision. All mains shall be pigged and flushed to remove a11 sand and other foreign matter before any hydrostatic test can or will be perfor�ned. The pressure test shall be applied by means of a pump connected to the pipe in a manner satisfactory to the Engineer. The puzx�p, pipe connection and all necessary apparatus, together with operating personnel, shall be furnished by the Contractor at his expense. The Contractor sha11 rnake a11 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 N�TICE OF TEST The Con�actor shall give the City of Glearwater Water Division 48 hours advance notice of the time when the insta.11ation is ready for hydrosta.tic testing. 41.5 STERILIZATIDN Before the system is put into operation, all water mains and appurtenances and any itexn of new construction with which the wate�r comes in contact, shall be thoroughly sterilized in accordance with AWWA C651. 41.5.1 STERILIZING AGENT The sterilizing agent shall be liquid chlorine, sodiuzx� hypochlorite solution conforming to Federa� Specification 0 5 602B, Grade D, or dry hypochlorite, comrnonly known as "HTH" or "Perchloron". 41.5.2 FLUSHING SYSTEM Prior to the applicarion of the sterilization agent, all mains shall be thoroughly flushed. Flushing � shall continue until a clean, clear water flows frorn the hydrants. Where hydrants are not available far flushing, such flushing shall be accomplished at the ^��°°°• �-��* °-•°��°�-�° 4��° ends of the lines. I41.5.3 STERILIZATION PROCEDURE ' All piping, valves, fittings and all other appurtenances shall be sterilized with water contaiz�ing a nainimum chlorine concentration of 75 pprn at any point in the system. This solution sha11 then remain in the distribution system far a minimum contact period of eight hours before it is flushed ' 2010 STREET ItESURFACING SCQE'E OF WORIC Page 83 of 137 9/9/2008 1 Section IV — Technical Specifications out. All valves in the lines being stexilized shall be opened and closed several times during the contact period. 41.5.4 RESIDUAL CHLORINE TESTS After the sterilization outlined above has been accomplished, flushing shall continue until free residual chlorine tests not less than 0.2 ppm nor rnore than 3.0 ppnn. 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 ste�rilized and thoroughly flushed as specified herein, City of Clearwater Water Division or City of Clearwater Construction Inspection personnel shall take samples of water frorn remote points of the distribution systern 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 coli£orm organisms, the ste�ilization as outlined above shall be repeated until tests indicate the absence of such pallution. The bacterial tests shall be satisfactorily completed before the system is placed in operation and it shall be the Co�tractor's responsibility to perfor�n the sterilization as outlined above. If rnethods of ste�ilization 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 collectian and shipment of sarnples shall be secured from the laboratory pxiox to sterilization and shall be follawed in all respects. The City of Clearwater shall secure clearance of the water main frorn the Flo�ida Deparhrient of Environmental Protectian 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 Bi.d Form. Payment for the work of constructing the project will be made at the unit price or lunap sum payment for the items af work as set forth in the Bid, which payment will constitute full compensation for all labor, eyuipment, and mater�als required to complete the work. No se�arate 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 pavernent rernoval • 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. C� ' 1 ' ' ' 1 1 ' 1 1 ' ' ' � 1 C� 2010 51'REEI' RESURFACING SCOPE OF WOTtK Page 84 of 137 9/9/2008 , 1 IJ ' 1 ' ' ' Section IV — Technical Speciiications 41.fi.2 FURNISH AND INSTALL WATER MAINS C��►`�I��-'��1:��'il�►�� The quantity for payment shall be the actual nurnber 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 far furnishing all plant, labor, materials and equipment, and constructing the water mains complete azxd ready for operation. 41.6.3 FURNISH AND INSTALL FITTINGS 41.6.3.1 MEASIJREMENT , The quantity for payment will be the number of tons, or decimal part thereof, of ductile iron fiitings satisfactoxily fuxnished and installed. Fitting weights sha11 be based on weights stamped on the body of the fitting, provided such weights do not exceed the theoretical weights by m�are ' than the tolerances permitted in ANSUAWWA C110/A 21.10 82, latest revision, in wk►ich case, the weight will be based upon the theoretical weight plus the maximum tolerance. Didn't the method of payment change to per piece instead of per tonnage? ' ' 41,6.3.2 PAYMENT Payment of the applicable unit price shall be full cornpensation for furnishing all plant, labor, materials, and equipment required to furnish and install ductile iron fittings. 41.6.4 ' 41.6.4.1 �l L ' ' � CJ ' ' FURNISH AND INSTALL GATE VALVES COMPLETE WITH BOXES AND COVERS MEASUREMENT The quantity for payment shall be the number of gate valves of each size satisfactorily furnished and installad. CS�'�+�I:Vi`�1�►y1 Payment of the applicable unit price for each size sha11 be full compensation for fumishing all plant, labar, material and equipment and installi;ng the valve complete with box azad 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 except�ons. 41.6.5.2 PAYMENT Payment of the applicable unit price shall be full compensation for furnishing all plant, labor, material and equipment and installimg the fire hydrant complete including necessary thrust 2010 STREET RFSURFACING SCOPE OF WORK Page 85 of 137 9/92008 Section N — 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 arCicle not applicable. 43 TENNIS COURTS 43.1 PAVED TENNIS COURTS 43.1.1 SOIL TREATMENTS All soil under courts shall be treated with DSMA 184 at the rate of 2 pounds active in�edient per 1,0�0 square foot. Matezials shall be brought to the job site in tagged containex-s. Tags shall be retained and turned into the Engineer's �ffice. 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 Sectiun IV - Article 22 of the City of Clearvvater Technical Specifications. Subgrade stabilizing will not be required. Surface shall be cut to within 1/2" oi txue 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 sha11 be cut-back Asphalt Grade RC-70 or RC-250 and shall conform to Section 300 of the Florida State Depariment of Transportation's "Standard Specifications for Road and Bridge Constructian". 43.1.4 LEVELING C�URSE A Leveling Course shall be a naiz�imum of 1" o£ Type S-III Asphaltic Concret� 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 de�ciency of more than '/" exists, the Engineer will determine if the surface should be leveled or removed and replaced. Such remedial work shall be without campensation. 43.1.5 SURFACE COURSE Surface course shall be a minixnunn 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 sha11 not vary more than 1/4" in 10 feet. Prior to applicatian 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 af the color coat. No areas which retain water will 2010 STT�E'I' I2ESURFACING SCOPE �F WORK Page 86 of 137 9!9/2008 1 , C� , ' , ' � .J ' ' 1 ' �J ' , i 1 ' 1 �-� ' � _J ' ' I� � � ' 1 , ' ' , ' ' ' 1 1 1 � Scxtian 1V -- Technical 5pecifications be approved. If a deficiency of more than '/" exists, the Engineer will deterrnine if the surface should be leveled or removed anid replaced. Such remedial work shall be without cornpensation. 43.1.G COL�R COAT 43.1.6.1 MATERIALS Materials userl in the patching and color coating of Tennis Courts sha11 be manufactured specifically for Tennis Caurt Application. All materials must be approved by the Engineer prior to the start af construction. Request for approval of coating rnaterials may be subznitted prior to th� opening of bids. In requests for approval, the Contractor shall present rnanufacturer's literature alang with the naxne, address, and date of three previous Tennis Court applications of the proposed rnaterial. 43.1.6.2 CQNSTRUCTION 43.1.6.2.1 SURFACE PREPARATION The surface to be coated znust be sound, smooth, and free fram loose dirt or oily materials. Prior to the application af surfacing materials, the entire surface should be ch�ked for minar depressions or inegularities. Tf it is determined that minor corrections are necessary, the Cantractor shall make repaars using approved tack caat and/ar patching mix in accordance with manufacturer's recommendations far use. After patching the surface shall nat vary more than 1/8" in ten feet in any directian. If a deficiency af more than 1/8" exists, the Engineer will determine if the surface should be leveled or removed and replaced. Such remedia.l work shall be without connpensation. In order to pravide a smooth, dense uzxderlayrz�ent of the finish course, one ar more applications of resurfacer or patch mix shall be applied to the underlaying sur�ace as deemed necessary by the Engine�r. Asphaltic cancrete Surface Course with a srnaoth tight mix and no ponding, will not require the resurfacing or patching mix. Asphaltic Concrete Surface Course which is caurse and rough or is ponding water will require the use of the resurfacer ar 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 ta a clean, dry surface in accardance with the manufacturer's directions. A minirnum of twa applications of color coat will be required. Texture of cured color coat is to be regulated in accordance with manufacturer's recomn�endations to provide a rnedium speed surface for tennis play. The color of application sha11 be dark green for the regulation double's playing area and red for all other others. The :�inished surface shall have a wniform appearance and be free frorn ridges and taol rnarks. 43.1.6.3 PLAYING LINES Forty-eight (48) hours m�inimum after completion of the resurfacing, 2 inch wide playing lines shall be accurately located, marked and painted with approved marking paint. 2010 STREET RESCJKFACING SCOPE OF WORK Page 87 of 137 9/9/2008 Section IV — Technical Specifications 43.1.6,4 WEATHER LlMITATIONS No parts of the construction involving Tennis Court surfacing or patching products shall be conducted during rainfall, or when rainfall is imminen.t or unless the air tem.perature is at least 50 Degree's F and risin.�. 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 �L3.2.1.1 SCOPE The Contractor shall furnish all labor, rnaterials and equipment necessary for the installation of clay tennis court(s) as set forth in these specifications and /or the canstruction drawings. The scope of work is indicated on drawings and specified herein,. Basis of design for clay courts with sub-surface irrigation system is Hydz'ogrid Tenxais, Inc. or prior approved equal. 43.2.1.2 CONTRACTOR QUALI�ICATIONS The Owner rnay make such in.vestigation. as he deezns necessaxy to determine the ability of the Bidder to perfozm the work and the Bidder shall fiirnish to the Owner all such information and data for this puipose as the Owner zxaay 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 cany out the obligations of the Contract and to co:rr�plete the work contemplated herein within the time limit agreed upon. Factors to be considered in awardin.g the Bid shall include the successful completion of similar sub-surface irrigation clay tennis court insta.11ations of like value, scope, size and quality as this project, with in the last five (S) 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 per%rm all vvork in a thorough, worlananlike znanner and conform to standards for tennis court construction as prescribed or approved by the United States (L• awn) Tennis Association and the United 5tates Teiu�.is Court and Tract Builders Association. The Cantractor sha11 canstruct the tennis courts with laser guided equipm�ent. 43.2.1.4 BUILDING PERMITS AND TAXES The Contractor shall secure all construction permits required by law, the City of Clearvvater 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 Contractar shall locate the four corners of each battery and sha11 layout the courts in conformance with the specifications and drawings. 2010 STREET RESURFACING SCOPE OF WORK Page 88 of 137 9/9/2008 ' � � , � , ' , 1 , , , � ' , �� 1 , , ' ' Sec[ion IV — Technical Specifications 43.2.1.6 BUILDING REQUIREMENTS The Owner shall provide ar�d maintain reasonable access to the canstruction site, as well as an ' area adjacent to the site for storage and pr�paration af materials. Adequate water outlets within fifty (50) feet of the site shall be pmvided. � ' ' ' ' ' � 1 C� ' 43.2.1.7 SCHEDULE The �wner desires to award the contract to firms who will camplete this project in a reasonable tirne schedule. Consideration in awarding this bid will be given to firms wha may cornmence and cornplete the project within a reasonable period of time after award of the bid. The Owner, in its sole discretion, will determine the rea.sonable schedule standard as it relates to the "Notice ta Proceed.,, 43.2.2 SITE PREPARATION C�k + +��'�� _�.:j I � `� The Contractor sha11 examine tbe site to determine its snitability for installation of the courts. 43.2.2.2 DEMOl.IT10N The contractor shall demo the existing tennis courts, remove the existing ten (10) foot high %nce surrounding the tennis courts azxd all undergrouz�d utilities within the lizxz�its of the construction area. Utilities extez�ding outside the canstruction limits sha11 be capped and terminated. The existing tennis courts shall be ground into millings suitable to be mixed into the sub-grade at the propased location of the new clay tennis courts. Any sub-grade xnaterial beneaxh 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 remaved and d�isposed from the project site. The Conxractor shall pro�vide docutnentation of a�ny recycled materials. 43.2.2.3 SUB-GRADE The sub-grade shall be graded to a tol�rance of plus or rninus ane (1) inch of the final sub-grade elevation. The sub-grade sha11 be graded level. A compaction to a density not less than 95°10 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 teiuus court areas and within the construction limits shall be graded to a tolerance of plus or minus ane (1) inch of the final grad.e elevations with positive draanage away from tennis courts and towards drainage swales ar outfall structures. A compaction to a ' density not less than 95% of the maximum standazd density as deterxxuined by AASHTO T 1 SO is required. The contractor shall provide documentation of testing to the Owner. ' 1 � �1 43.2.3 SLOPE 43.2.3.1 SLOPE REQUIREMENTS Rate and direchon of slope of the finished sur.faces shall be one (1) inch in forty (40) feet, all in one plane, as indicated on the drawings. 2010 STREET RESURFACING SCOPE OF WOKK Page 89 of 137 9/9/2008 Section IV — Technical Specifications 43.2.4 BASE CONSTRUCTION 43.2.4.1 L1NER Two layers of 6 mil construction plastic sha11 be installed over the sub-grade surface with a minimum overlap of five (5) feet where pieces are joined. Use only rnaterials that are resistant to deterioration when tested in accordance wit� ASTM E 154, as follows: a. Polyethylene sheet, Construction Grade. 43.2.4.� BASE COURSE The base course shall consist o� six (b) inches of porous base material as supplied by Quality Aggegate of Sarasota Florida. The surface vf 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 1RRIGATION SYSTEM Pe�rforated pipe sha11 be installed in trenches in the base course. These trenches shall be in an four (4) foot centers and shall be run perpendicular to the slope of the court. Tlae pipe shal� be two and one-quarter (2-1/4) inch diameter with a nylon needle punched sock surraunding the pipe. Six (6) water control canisters shall be installed per court with each canister controlling five (5) grid pipe trenches. Provide all xequired controls systems tirtxe clocks; float switches, control wiring and solenoids, etc. for a complete sub-suriace in-igation 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 fuushed screening couxse elevation. 43.2.6 SURFACE COURSE 43.2.6.1 COURT SURFACE A suriace cou�rse of ISP Type II Aquablend or Lee Hyroblend tennis court material shall be izista.11ed. over the screening course to a compacted depth of one (1) inch. The Aqua/Hydroblend rnaterial shall be watered ta its full depth immediately after leveling and then compacted by rolling with a tandem z•oller weighing 600 to 1000 pouuds. The finished surface shall not vary from specified gxade by rcxaxe than one-eighth (1/$) 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 (1$) inches in depth with herbicide coating buttons to prevent plant root systems in entering the sub-surface base course of the clay tennis courts. 2010 STR�ET R,�SL]RFACING SCOPE pF WORK Page 90 of 137 9/9/2008 1 1 1 1 ' 1 ' Section CV — Tect►niarl Specifications 43.2.8 FENCING 43.2.8.1 DESIGN The contractor shall provide a total color coated fencing systern as indicated on drawings and described herein. All cornpanents: frames, fabric and fittings shall be black. Basis af Design Arneristar HT-25 or prior approved equal subject to strict cornpliance with A.meristar published specification. 43.2.$.2 POSTS All posts shall be a minimunn 2-1/2" Arneristar HT ZS pipe; top rails 1-5/8" Ameristar HT 25 pipe with manufacturers standard "Permacoat" color system. C��+��=1iL«7�y_1_j:TC�7 Fence Fabric shall be 1-3/4" #b gauge mesh thraughaut, xxianufactures standazd 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 staps for double gates consisting of a rnushroom-type flush plate with anchors, set in concrete, and � designed to engage a center drop rod or plunger-bar. �nclude a locking device and padlock eyes as an integral part of the latch, permitting both gate leaves to b� locked with a single padlock. Frovide latch, fork type or plunger-bar type to pexmit aperation fram, either side of gate, with ' padlock eye as an integral part of the latch. Gate Hinges — Size and rnaterial to suit gate size, non-lift-off type, and offset to permit 180-degree gate aper�ing. Pravide one and one-half (1-1/2) pair of hinges for ea.ch leaf over six (6) foot norninal height. ' 43.2.9 WINDSCREENS The contractor shall provide nine (9) foot high windscreens at all ten (10) foot high fencing. ' Basis af design is Durashade plus by Ball Products, Inc. or ec�ual by Putte�man. 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 bottonn with 50 LBS plastic ties. 1 , 1 1 1 ' 1 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 (1$) inches in width and thirty (30) inches in depth. Founda.tions shall be placed ta provide am exact distance between posts of forty-two (42) feet on a doubles court and thirty-thzee (33) feet on a singles court. 43.2.1p.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 vvith electrostatical,ly applied enamel finish and shall be ec�uipped with a reel type net tightening device. Post sleeves and posts shall be set plunnb and true so as to support 2010 STREE'I' 1tESURFACING SCOPE pF WORK Page 91 of 137 9/9/2008 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 recozt�znendation. 43.�.10.3 CENTER STRAP ANCHOR A center strap anchor shall be firmly set in accordance with the rules of the USTA. 43.2.90.4 NET A texuus net canforming 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 witl� the exteriar ixeated for resistance to rnildew 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 diarneter of one quarter (1/�) inch and a length five (S) 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 1�r.ovide a center strap of white heavy duty polyest�r webbing with black oxide coated brass slide buckles at�d nickel plated double end snap. Center strap shall be placed an the net and attached to the center strap anchor. 43.2.10.6 LINE TAPES Line tapes sha11 be 100% nylon and shall be two (2) inches in widtl�. The tapes shall be firmly secured by aluminum nails with aluminum length of two and one-half (2 — 1/2) xnches. Positioning shall be in accordance with regulations of the USTA. 43.2.10.7 MISCELLANEOUS EQUIPMENT Deliver the following equipment ta the owner: 1. Ride-on Tandem Roller - Brutus AR-I Roller, automatic forward-neutral-reverse transrnission; 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 (l. each) - 7' wide aluminum frame 4-1/2" synthetic bristles; Proli�e. 4. Deluxe Proline Line Sweeper (4 each) - friction-driven rubber sleeves; s}mthetic bristle brush; with fence hook cast aluminum. S. Scarifier/Lutes (2 each) - 30" wide all alurninum; l'raline, G. Tennis Shoe Cleaners (2 each) - steel frame construation " Scrusher" exact installation locat�an by Qwner. 7. Tennis Two Step (2 each) - polyethylene construction with two rubber panels. 8. Court Rake (1 each) — six-foot length alurninum. ' 1 1 1 C� , 1 ' � 1 1 1 1 1 1 1 1 2010 STREET RESURFACING SCOPE OF WdRK Page 92 of 137 9/9/2008 ' 1 1 1 Section IV — Technical Specifications 43.2.11 SHADE STRUCTURE Provide shade structures as indicted on drawings. Basis of design: Sun�ends, 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. ' , ' ' 1 1 1 ' 1 1 1 43.2.12 WATER SOURCE (Potahle) T1ne awner 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 sha11 have the ca.pacity 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 ooncrete 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 rnaxirnum slump. 43.2.14 EXISTING SPORT TENNIS COURT LIGHTING 43.2.14.1 SH�P DRAWINGS The Contractor shall pravide signed and sealed elecriical shop drawings by a professional electrical engineer for approval o£ the relocation and re-aiming of the existing tennis court sport lighting fixtures and electrical service to water coolers. The shop drawings sha11 include all necessary information according to local electrical codes in providing a complete operating system from the axisting electrical panel. The shop drawings shall provide data showing the maximum faat candles the existiz�g fixtures will provide at its new locations for tournament play. Shop drawings shall be subrnitted to the Parks and Recreation D�partment for �pproval. 43.2.14.2 RE-LAMP The Contractor shall re-lamp and clean lens of all existing lighting fixtures aftcr relocating the light pole and fixtures ta 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 pe�its for installation of the electrical works. 43.2.14.4 POLES 8, �IXTURES The Contractor sha11 install three (3) new sixty foot (GO') poles and faurteen (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 cornplete operable syst�n shall be provided by the Contractor. ' Attached with this specification aze the phatarnetric lwnination chazts %r the eight-(8) tennis oourts. Tkus information is provided by Musco Sport Lighting, 1838 East Chester Drive, Suite #104, High Point, NC 272G5, phone (336) 887-0770 fax (336) 887-0771. Contact Douglas A. 1 Stewart. Contractor shall install the poles and fixtures based on the following information: ' 2010 STREET RESURFACING SCDPE OF WORK Page 93 of 137 ' 9/9/Z00$ 5ection IV — Technical Specifications Pale T1 existing S fixture pole, remove one fixture and place on pole TS Pole T2 existing 12 fixture pole, remove six fixtures and place on pole TS Pa1e T3 existing 5 fixture pole, remove one fixture and place on pole TS Pole T4 nevv pole with new seven fixtuxes and two circuits Pole TS new pole w/existing si.xteen fixtures (S on one side and 8 on the other) and 2 circuits Pole T6 new pale with new seven fixtures and two circuits Pole T7 existing 5 fixture pole, remove two fixtures and place on pole TS Pole TS existing 12 fixture pole, remove four fixtures and place on pol� TS Pole T9 existing 5 fiixture pole, remove two fixtuxes and place on pole TS Light ]evels ended up at 58+ footcandles. Existing poles have concrete footing appmximately one foot wide on all sides Contractor shall plan relocation light poles accordingly. 43.2.14.5 ELECTRICAL CONDUITS Exist�ng 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 wi11 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 far design; Halsey Taylor HOF Series — water cooler with sealed back pane�s, or equal. 43.2.16 DEMONSTRATION Tns�uct the Owner's personnel on proper operation and rnaintenance of court and equipment. 43.2.17 WARRANTY 43.2.17.1 EQUIPMENT The Contractor shall supply vvarranty cards and operation and maintenance manuals for all equiprnent to the Owner upon cornpletion of construction of the project. , r' _1:7:7�1��T/ The Contractor shall warranty the courts, fencing, sidewalks and court accessories against defective materials and /or workmanship for a period of one (1) year frozn the date of completion_ 1 C� 1 ' 1 1 ' 1 1 ' 1 ' �J ' 1 ' ' 2010 STREET RESURFACING SCOPE OF WORK Page 94 of 137 9/9/2008 ' 1 1 1 ' 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 af two years from the day of completion. 44 ' 44.1 1 1 1 1 1 1 1 WORK ZONE TRAFFIC CONTROL CONTRACTOR RESPON5IBLE FOR WORK ZONE TRAFFIC CONTROL The Contractor shall be responsible to furnish, operate, rnaintain and remove all work zone traffic contral associated with the Project, including detours, advance warinings, channelization, hazard warnings and any other necessary features, both at the irnrnediate work site and as may be necessary at outlying points. q.4.2 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 reyuired by construction per►nits issued by Pinellas County and/or the Florida Department of Transportation for the Project, irncorporating 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. Depariment of Transporta.tion and adopted as amended by the Florida Departnn.ent of Transportation, or most recent addition. 44.2.1 WORK ZONE SAFETY The genera.l objectives of a program of work zone safety is to pratect workers, pedestrians, bicyclists and matorists during construction and rnaintenance operatians. This general objective may be achieved by meeting the following specific objectives: • Provide adequate advance warning and information regazding upcorning work zones. ' • Provide the driver clear directions to understanding the situation he will be facing as he proceeds th�rough or around the work zone. • Reduce the consequences of an out of control vehicle. 1 1 1 1 1 • Provide safe access and storage for equipment and material. • Promote speedy completion of projects (including thorough cleanup of the site). • Prornote use of the appropriate traffic control and protection devices. • Provide safe passageways for pedestrians thraugh, in, and/or around canstruction or rnaintenance work zones. The 2004 Desi� Standards (DS), Index 600 "When an existing pedestrian way or bicycle way is located within a traffic control work zone, accom�modation rnust be maintained and provision far the disabled must be provided. Only appmved ternporary traffic control devices may be used to delineate a ternporary traffic control zone pedestrian walkway. Advanced notification of sidewalk closuces and detours marked shall be provided by appropriate signs". 2004 Standard Specif catio�us for Road and Bridge Construcho�. ' 2010 STREET RESURFACING SCOPE qF WORK Page 95 of 137 1 9/9/2008 Section N — Technical Specifications 102-5 Trafiic Control: 102-S.1. Standards: FDOT Design Standards (DS) are the n:�inirnaunn standards for the use in the development of all traf�`ic control plans 44.3 ROADWAY CLOSURE GUIDELINES Roadway types: Major Arterials, Minor Arterials, Local Callectors, and Local Following are typical requirernents to be accomplished prior to closure. The nunaber 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, na road or lane closures are allowed during the Christ�mas holiday season ar�d the designated "Spring Break" season with prior approval, by the City Engineer. 44.3.1 ALL ROADWAYS Obtain permits for �inellas County and Florida Department of Transportation roadways. Traffic control devises conform ta national and state standards. 44.3.1.1 PUBLIC NOTIFICATION Standard prop�rty 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 contral options. Develop Formal Traffic Control Plan %r Per.mit Subxnittal to Regulatory Agency as necessary. 44.3.2.1 PUBLIC NOTIFICATION 1 , , , 1 ' 1 , 1 , Message Board Display, Minimum of 7-day notice period pnior ta road closure and rr�aybe longer , for larger highway. The rnessage 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 N�TIFICATION News Release The Message Board may need to be displayed for a period longer than 7 days. 44.4 APPROVAL OF WORK ZONE TRAFFIC CANTR�L 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 begi�uning any work an the Project, with the Traffic Operations Division, Municipal Services Building, lOQ South Myrtle Avenue, telephone 562-4750, for the purpose o£ approval of the Contractor's proposed detailed traffic control plan. 2010 ST�ET RESURFACING SCQPE OF WORK Page 96 of 137 9/9/2008 1 1 1 ' ' ' ' ' 1 1 1 Section IV — Technical Specificarions All znaintenance of ti-affic (MOT) plans shall be signed and sealed by a Professional Enaneer or an individual who is certified in the preparation of MOT plans in the State of Florida. 44.5 INSPECTI�N OF WORK ZONE TRAFFIC CONTR�L OPERATION The Traffic Operations Divisian may inspect and monitor the traffic cantrol plan and traffic ' control devices of the Contractox The City's Construction Inspector assigned to the project, may make known requirements for any alterations or adjusiments to the traf�ic control devices. The Contractor shall take directian fronn the Project Engineer ox Project Inspector. ' 44.fi PAYMENT FOR WORK ZONE TRAFFIC CONTR�L 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 Wozk in these Technical Specifica.tions and a bid item(s) is includeci for Work Zone Traffic Control in the proposal form. 1 1 ' LJ 1 ' 1 1 ' ' 1 1 1 44.7 CERTIFICATION OF WORK ZONE TRAFFIC CONTROL SUPERVISOR The City may require that the Supervisor or Foz'eman cvntrolling the work for the Contractor on the Project have a current Intern,ational Municipal Signal Association, Work Zone Traffic Control Safety Certification or Worksite Traf�c Supervisor Certification from the American Traf�ic Safety Association with additional current Certification from the Florida Department of Tiransportation. This requirement for Certification will be noted in the Scope of Woz'k and/or sections vf 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 conducte�. The Woxksite Traffic Supervisor shall be available on a 24-hour per day basis and shall review the project on a day-to-day basis as w�ll as bEing involved in all changes to traffic contral. The Worksite Tra�'ic Supervisor shall have access to all equipment and materials needed ta maintain traffic control and handle traffic related situations. The Warksite Traf�ic Supervisor shall ensure that routine deficiencies aze corrected within a 24-hotu period. The Worksite TYaffic Supervisor sha11 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 ta pxovide altern.ate traffic arrangements. Failure of the Worksite Tra.f�ic Supervisor to comply with the provisions of this Subarticle may be grounds for decertifica.tion 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 deex�aed to be necessary for project maintenance and safety. 45 CURED-IN-PLACE PIPE LINING 45.1 INTENT Tt is the intention of this specification to provide for the trenchless restoration af sanitary sewer and starm pipes by the installation if a cured an place joint�ess, continuous, thermosetting resin impregnated polyester flexible felt liner which is watertight and chemically resistant to withstand 2010 5TREEI' RESURFACING SCOPE OF WORK Page 97 of 137 9/9/Z008 SeetiOn IV — Technical Specifiqtions exposuie to domestic sewage including all labor, materials and equipment to provide for a camplete, fully restored and functioning installation. 45.2 PRODUCT AND CONTRACTOR/INSTALLER ACCEPTABILITY The City requires that a11 contractors be prequalified. See General Conditions regarding contractor prequalification. In additian, the City requires a proven extensive tract recard for the liner system to be use�l in this project. All contractors submitting far pzequalification approval for this project must exhibit extensive satisfactory experience in the installation of the proposed liner systern(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 systern. 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 polyeste;r fibe;r falt tubing saturated with a resin prior to insertion. Resin type and qualities shall be as specified by the rnanufacturer to obtain a cured liner with the following properties: Tensile Strength Flexural Stzength Flexural Modulus of Elasticity Long Term Modulus of Elasticity (50 Years) ASTM D638 3,000 psi ASTM D790 Q�,500 psi ASTM D790 300,000 psi ASTM D2290 150,000 psi Liner sha11 meet strengths as shown in ASTM F1216 unless otherwise subm.itted and approved by the Engineer. Liz�ing manufacturer shall submit to the Engineer for approval as re�uested, cornplete design calculations for the liner thickness. The criteria for liner design sha11 be HS-20 traffic loading, water table to the ground surface, minirnum expected lifetime of 50 years, and no structural strength retained from the �xisting pipe. Liner t�n.aterials shall meet txxanufactures specifications of Insituform of North America, Tnc., 3315 Denaocrat Road, Post O£6.ce Box � 8� 071, Memphis, Tennessee 38118; or InLiner USA 19�0 N. W. �th St., Pampana Beach Florida 330C�, 305-979-0802, or an approved equal. Any approved equal liner system rnust be approved by the Engi�neer as an equal system prior to receiving bids. Request for contractor prequalification and/or aqual liner system approval rnust 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 af all caatings, sand, rock, roots, sludge, or other deleterious rnatexials prior to liner insertion. Bypass pumping wiIl be provided by the Contractor as part af the unit coat of restoration. Bypass operations are to be so arranged as to cause rninirnum 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 frorn damage. All material removed from the sewers shall be the Contractor's responsibility for prornpt disposal in accardaxice with all regulatory agency requirements. 'The Contractor may be required to control the rate of sewer cleaning in the sanitary systern to avoid heavy pollution loads at the City's treatm.ent plants. 201 Q STREET RESURFACING SCOPE OF W�RK Page 98 of 137 9/9/2008 1 1 1 1 ' , ' 1 ' 1 1 J �� t ' 1 1 1 1 1 1 1 1 L_J ' [J ' ' 1 , ' 1 ' 1 1 1 ' ' Section IV — Technical Specifications 45.5 TELEVISIpN INSPECTIQN After cleaning, and again af�er the �rehabilitation work on each section af the project is cornpleted, all pipe sections shall be visually inspected by rneans of closed-circuit color television, and recorded on DVD, CD VHS format ta.pes provided to the project engineer. The television system used shall be desigi.ed 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 Cantractor ta provide for a tight fit an the interi.or of the existing pipe to be lined. Contractor shall use installation methods approved by the liner m.anufacturer including operations far inversion, heat cur�ng and reconnection of laterals. Th.e Contractar shall immediately notify the Engineer of any construction delays taking place during the insertion operation. Contractor shall rnaintain a reasonable backup system for bypass pwnnping should delays or problenns with pumping systexns develop. Liner entries at manholes sha11 be smooth, free of irregularities, and watertigh� No pinholes, tears, cracks, thin spots, excessive wrinkling or ather defects in the liner sha11 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. iaterals arE to be reconnected by means of robotics, by internally cutting out the liner to 95°/a of the area of the original opening. All lateral reconnections are to be grouted to prevent leakage. Grouting method and mate�ia.l is to be approved by the Engineer. Any reconnections to laterals and cannections to manholes which are observed to leak shall be resealed by the Contractor. All laterals discovered durxng 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 lafer date. Contractor shall notify all local system users when the sanita.ry system will not be available for normal usage by the delivery of daor hangers with appropriate informatian regaxding the construction project. 45.8 TIME OF CONSTRUCTION Construction schedules will be submitted by the Gontractor and approved by the Engineer. At no time will any sanitary sewer service connection ret�nain inoperative for more than an eight-hour period without a service bypass being operated by the Coniractor. In the eve�nt that sewage backup occurs and enters buildings, the Contractor shall be responsible for cleanup, repair and property dannage costs and clairns. 45.9 PAYMENT Paym,ent for sanitary sewer restoration shall be made per lineal foot including all preparation, bypass pumping, equipment, labor, nnaterials, operations, restoration, lateral reconnection, etc, to provide a fully completed and operational sewer. Payment shall be measured fram center of manhole to center �f manhole for the sanitary systems and frorn end of pipe to end of pipe for storm systems. 2010 STREET RESURFACING SCOPE OF WORK Page 99 of 137 9/9nD�8 Section IV — Technical Specifications 4S SPECIFICATI�NS FOR POLYETHYLENE SLIPLINING 4fi.1 MATERIALS 46.1.1 PIPE AND FIlT1NGS The pipe supplied under this specification shall be high performance, higki rnolecular weight, high density polyethylene pipe (Driscopipe 1 �00) as manufactured by Phillips Dz�scopipe, 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 33501atest edition. If fittings are required, they will be supplied under this specification and shall be molded or manufactured frorn 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 rnanufacture as the pipe being supplied. 46.1.2 QUALITY CONTROL The resin used for rnanufacturer of the pipe shall be manufactured by the pipe manufacturer, thus maintaining complete control oi 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 sarne raw material. The pipe shall be hornogeneous throughout and free of vxsible cracks, holes, foreign inclusions, or bther deleterious defects, and sha11 be identical in color, density, rnelt index, and other physical properties. The polyethylene resin used shall have all ingredients pre compound prior to extrusion of pipe, in plant blear�ding 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 manufachu'er's testing or randorn sarLapling by the Engineer that do not rneet approp;�ate ASTM standards or nnanufact�uer'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 detezminations according to ASTM D 3350, 10.1.9. 4fi.1.3 SAMPLES The owner or the specifying engineer may request certified lab data to ve�nify tkie physical properties of the nr�atez�als supplied under this specification or may take randorn samples and have them tested by an independent laboratory. 46.1.4 REJECTION Palyethylene pipe and fittings xnay be rejected far failure to meet any of the requirements of this specification. 46.2 PIPE DlMENSIONS 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 andlor the scope of work. 2010 STREET RESURFACING SCOPE OF WORK Page 100 of 137 9/9/2008 C� 1 1 1 1 1 ' ' ' 1 1 , ' 1 , ' ' ' l� 1 �J 1 ' ' ' ' 1 ' ' 1 , ' ' ' Section IV — Technical Specifications 4fi,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 staclaing should be done in accordance with the pipe manufacturer's reco�xx►endations. The handling of the pipe shauld be done in such a matuiex that it is not damaged by dragging over sharp objects ox cut by choke�rs ar lifting eguipment. 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 undart�aged portians 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 perforrmed 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 requir�ments, alignment, and fusion pressures. 46.3.4 HANDLING OF FUSED PIPE Fused segments of pipe shall be handled so to avaid darnage to the pipe. When lifting fused sections of pipe, chains or cable type chakers 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 PR�CEDURE 46.4.1 PIPE REQUIREMENTS AND DIMENSI�NS The linez-(s) to be slip lined inta the existing storm sewer shall have the following sizes: 12-inch diameter liner (SDR 2G) inta 15-inch exist�ng sewer. 1G-inch diameter line�r (SDR 26) into 18-inch existing sewer. 18-inch diameter liner (SDR 26) into 21-inch existing sewer. 21 %a-inch diameter liner (SDR 32.5) into 24-inch existing sewer 28-inch diarneter liner (SDR 32.5) into 30-inch existing sewex. 34-inch diamete�r 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. Gleaning can be accornplished with a high velocity cleaner, a bucket and scrapper, root saws, corkscrews, and rodding or balling units. The method used will ' be detennined by the condition of the existing line. Pina1 cleaning may be required prior to inse�ting the liner. ' 2010 STREET RESURFACING SCOPE QF WORK Page 101 of 137 9/9/2008 ' 5ection 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 engin�er or his representative. Insertion shaft excavations shall coincide with points xequiri�ng rernoval af obstructions oz shall be determined by the engineer. An entry slope grade of 2 1/2:I ma.xirnum shall be used to provide a safe bending radius for the polyetk�ylene. Tlae 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 passible. 'The required width vvill 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 cornpletion of the access shaft, the top half of the existing sewer shall be broken ar cut and removed for the full length of the access shaft. A fabricated pulling head sha.11 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. Povver winches used �or pulling in long lengths of polyethylene liner pipe sha11 be rated equal to the project requirements. Once started, the pulling operation should continue to completion. Insertion is normally done at about a slow wallcing speed. After insertion, a minimurn of 12 hours shall be allowed for the liner pipe to reach equilibrium with the sewer tempezature azad to allow the liner pipe to stress relieve itself. The polyethylene liner pipe should protrude at least 6 inches into the rnanhole where it terminates. After the 12-hour equilibrium period, the annular space betvveen the oz�ginal pipe and the liner shall be pressure grouted. Said grouting must be from the bottom up to �revent air pockets from fornung. 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 ve+hen the annular space is being filled. Spacers, inflatable plugs or other rnethods 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 pnior to ordering, fusing and installation of the liner. 46.4.6 UNDERDRAIN C�NNECTIONS IF REQUIRED After the liner has been pulled into place, allovved to recover and sealed at the rnanholes, pipe cannections okayed by the engineer shall be reconnected to the liner pipe. 2010 STREE"C 1tESURFACING SCOPE OF WORK Page 102 of 137 9/9/2008 ' ' ' , 1 , , ' � , 1 1 ' , 1 , 1 ' ' ' ' ' 1 �_� ' ' ' 1 1 ' ' ' , ' ' , � �.J 5ection [V — Technical Specifications Pipe connections shall be connected by the use of a pre-fab�icated polyethylelae saddle. A neoprene gasket shall be in�stalled between the saddle and the liner pipe so that a complete water seal is accomplished when the sacldle is placed on the liner pipe and secured with stainless steel bands. 46.4.7 BACKFILLING All excavations shall be backfilled usin.g 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 dete�xn,ine the locarions of their facilities. It will be the responsihility of the contractor to provide adeq,uate protection for utility fac�ilities. Any temporary construction right of way and/or storage areas will be arranged for by the contractor. 46.4.8 PpINT REPAIR 'I'he engineer or his representative will deter�mine if a point repair is necessary only after it has been demonstrated that a liner pipe cannot be pulled through the exisring pipe. Payrnent will be made for each repair. The contractor will be expected to remave the obstruction and clear the pipe. If removing the top of the existing pipe will accomplisln the rernoval 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 sit� by the contractor. �inish 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. Excavatian points in street right-of-ways shall be repaired as specified by the engineer. 47 SPECIFICATIONS FOR POLYVINYL CHLORIDE RIBBED PIPE 47.1 SC�PE This specification designates general re�quirements for unplasticized polyvinyl chloride (PVC) plastic (spiral wound) pipe with integral wa]1 bell and spigat joints for the conveyance af �torxn water. 47.2 MATERIALS All pipe and fittings shall be manufactured an�d tested in accordan.ce with specification for "Poly (Vinyl Chloride) (PVC) Large Diarneter Ribbed Gravity Stor.m Sewer Pipe and �ittings Based on Controlled Tnside Diameter". The pipe and fittings shall be rnade of PVC plastic. 47.3 PIPE The bell shall consist of an integral wa11 section. The solid cross section fiber ring shall be factory assernbled on the spigot. Sizes and dimensions sha11 be as shawn in this specification. 2010 STREET RESURFACING SCOPE OF WORK Page 103 of 137 9/92008 Sectipn IV — Technical Specifications Standard laying len�ths shall be 13 ft. + 1 inch. At m.anufacturer's option, random lengths of not m�ore than 15% o�total footage rnay be shipped in lieu of standard lengths. 47.4 JOINING SYSTEM 7oints shall be either an integral bell gasketed joint_ When the joint is asserzzbled according to manufactures recommendation it will prevent m,isalignment of adjacent pipes and form a silt tight joint. 47.5 FITTINGS All fittings and accessories shall be as rnanufactured and furnished by the pipe supplier or approved equal and have bell antUor spigot configurations cotr�patible with that of the pipe. 48 GUNITE SPECIFICATIOIdS 48.1 PRESSURE INJECTED GROUT Pressure injected grout shaJ.l be of cement and water and shall. be proportioned generally in the ratio of 1.5 (one and one hal� cubic foot (one and one half bags) of ceznent to 1(one) cubic foot (7.50 gal.) of water. Thi.s mix shall be varied as the grouting proceeds as is necessary to provide penetration in tlne operator's judgment. Cement shall be Portland Cement conforming to all of the requirerxaents of the Americax� Society %r Testing Materials Standard S�ecifications, latest edition serial designation C1.50 for Portland Cerrxent, Type I. Portland Cement shall weigh not less than 94 pounds per cubic foot. Watex' used in the grout shall be fresh, clean and free from injurious atnounts of oi]., alkali, vegetable, sewage and/or argazuc matter. Water shall be considered as weighing 8.33 pounds per gallon. Grout pump sha1J. be of the positive displacetn.ent type and shall be capable of praducing 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 con�orm to all requiretr�ents of "Specxfications for Materials, Proportioning, and Application of Shotcrete (ACI 506.2 77)" published by the American Concrete Institute, Detroit, Michigan, except as modified by those speciiications. Steel reinforcement shall be incorporated in the Gunite as required and shall be fiu�nished, bent, set and placed in accordance with the provisions o� 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, aggre�ate and water so proportioned as to produce a concrete suitable fox pneumatic application. 2010 STItEET' RESURFACING SCOPE OF WORK Page 104 of 137 9/9/2008 ' ' ' ' , , � t ' , 1 ' 1 ' , 1 � � , ' � Section IV — Technical Speci�cations 48.4 STRENGTH REQUIREMENTS Concrete ingredients shall be selected, proportioned in such a manner as will produce concrete ' which will be ex�emely strong, dense and resistant to weathering, and abrasion. Concrete shall have a m.inimum 28-day strength of 4,000 psi. LJ [J 48.5 MATERIALS Portland Cement: Cement shall be Partland 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 faot. � Fine Aggregate: Fine aggregate shall be natural siliceous sand consisting af haxd, clean, strong, durable and uncoated particles, confornung to the tequirements of Arnerican Society for Testing Materials Standard Specifications, Latest Serial Designation C33 for ConcreteAg,gregates. lJ LJ 1 1 , ' Fine ag,gregate shall not contain less than 3% nor more than 6% af moisture. Fine aggregate shall be evenly graded fram fine to coarse and sha11 be within the following limits: Passing No. 3/8 Sieve Passing No. 4 Sieve Passing No, 8 Sieve Passing No. lb Sieve Passing No. 30 Sieve Passing No. 50 Sieve Passing No. 100 Sieve 48.6 WATER 100% 9S% to 100% 80% to 100% 50% to 85% 25% to 6Q% 10% to 30% 2% t0 10% Water used in mixing, at the nozzle shall be fresh, clean, and free from injurious amounts of oil, acid, alkali, vegetable, sewage, and/or orgamic rnatter. Water shall be considered as weighing 8.33 pounds per gallon. 48.7 REINFORCEMENT ' Steel mesh reinforcement shall be electrically welded, cold drawn, rr�ild steel fabric conforming to the latest requirements of ASTM Standazd Specifications, Serial Designation A 185 for Welded Steel Wize Fabric for Gonccete Reinforcement. Mesh ca.n be fabricated from cold drawn ' steel wire confornung to the requizements of the latest ASTM Standat'd Specifications, Serial Designation A 82 and sized as shown on Plans Page 7 of 7. ' ' ' ' 1 48.8 STORAGE OF MATERIALS Cement shall be stored with adequate provisions far the prevention of absorption of maisture, It shall be stored in a rnanner that will pe�nmit easy access for inspection ar�d identification of each shipment. Aggregate shall be stockpiled at points selected ta provide maximum drainage and to prevent the inclusion of any foreign material during rehandling. 201 D S'I'CtEET RESURFACING SCOPE OF WORK Pagc 105 of 137 9/9/2008 Section IV -- Technical Specifications 48.9 SURFACE PREPARATIDN 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 azad 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 pneum�atic concrete shall be cleaned by flushing or scouring with water and cotnpressed air jets to assure removal of all loose particles. All ar�as of existing surfaces that do not require chipping shall be given a vvet sandblasting with the gunite equipment azxd the air pressure at the ceznent gun shall not be less than 50 psi. Surface preparation of existing metal surface of a corrugated pipe shall be lightly sandblasted to remove loose material. All sandblasted areas shall then be cleaned by a air/water blast to rrexnove a11 particles from the cleaning operation. To insuze per%ct bond, the newly sazidblasted suzface shall be thoxoughly moistened with water prior to application of gunite. In no instazace shall gunite be applied in az� azea wherre free run.ning water exists. 48.10 PROP�RTIONING Prior to start of guniting the Contractor sha11 submit to the Ovvner the recomrnended xnix as a ratio of cement to aggregata. Reconunended mix shall be on the basis of test data from prior experience. Provided data submitted is ad.equate no further testing of recommended mix will be requiz'ed. Zf required, the Contractor shall pmvide all equipment necessary to contz�ol the actual amounts of all materials entering into the concrete. The types of equipment az�.d naeth.ods used for measuring materials shall be subject to appmval. 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 aII adherent rnaterials from the mixing vanes and from the drum at regular intervals. Water in any amount sha11 not be added to the mix before it enters the cem�nt gun. Quantities of water shall be controlled by a valve at the nozzle of the gun. Water content shall be adjusted as required far pzaper placement, but shall in no case exceed faur gallons of water per sack of cement, including the water contained in the aggregate. Remixing or tempering shall nat be pernutted. Mixed material that has stood 4S 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 fallowing 24 hours wi11 drop below �2 degrees, Fahxenheit. Sequence of applica.tion may be from bottom to top or vice versa if rebound is properly removed. Cornexs shall be filled first. "Shooting" shall be frorn an angle as near perpendicular to the 2010 STREE'I' TtESUT�ACING SCOPE OF WORK Page 106 of 137 9/9/2008 [� � 1 1 ' � i 1 1 � 1 , 1 ' � ' �] 1 ' 1 ' ' 1 1 1 ' ' 1 1 ' 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 tl�e nozzle is not unifvrm and slugs, sand spots, or wet sloughs result, the nazzleiman sha11 direct the nozzle away fronn the work until the faulty conditions are corrected. Such defects shall be replaced as the wvrk progresses. Guniting sha.11 be suspended if: 1. Air velocity separates the cement frorn the sand at the nozzle. 2. Teinperature appmaches freezing and the newly placed gunite cannot be protected_ Gunite shall be applied in one or more layers to such total thickness as xequired to restore the area as detailed over the original lines of the adjoining surface, unless otherwise specified. All ca,vities, depressions, washouts and similar fai.lures shall be rebuilt to original lines by use af gunite reinforced with wire mesh. Where the cavity exceeds 4 inches in depth a layer of inesh shall be used for each 3 inches of depth of gunite. In no case shall wire nnesh be placed behind existing reinforcement. The time intezval betweez� successive layers in sloping vertical or overhanging work must be suf6cient to allow initial but not final set to develop. At the time the initial set is developing, the surface shall be cleaned to re;move the thin film of laitance in order to provide a perfect bond wit� succeeding applications. 48.13 CONSTRUCTION JOINTS Canstruction joints or day's work joints shall be sloped off to a thin, clean, regular edge, preferahly at a 45-degree slope. Sefore 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 fornxed corners by working up to ground wires or ather guides, using lnwer placing velocity tk�an 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 tz-ue, flat surface. ' ' 1 ' ' ' 1 After the concrete surface has beEr► trued, the entire surface shall be given a flash coat finish except where a special type finish is specified on the drawings. 48.15 CURING Curing shal.l be in accordance with either paragraph 3.7.1(d) or paragraph 3.'i.5. of ACI 50b.2 77 depending upon atmospheric condition. 48.16 ADJACENT SURFACE PR�TECTION During progress af the wark, where appearance is important, adjacent areas or grounds which may be penmanently discolored, stained, or othezwise 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. 2010 STREET RESURFACING SCQPE OF WQRK Page 107 of 137 9�9�2�$ 5ection IV — Technical 5pecifications 48.17 INSPECTION Because of the ixnportance of workmanship affecting t�e quality of the gunite, continual inspection during placing shall be maintained. Az�y imperFections discovered shall be cut out and replaced with sound �►aterial. 4$.18 EQUIPMENT Cement Gun: The mixing and delivering equiprnent shall be either the vertical double chambe�r 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 require�cl material to the delivery hose while the upper chamber receives the recharge. The rotary type cernent gun shall have an enlarged hopper to feed material into a rotating multiport cylin,der. 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 rnoving strearn of air. All equipment must be kept in good repair. The interior of drurns, feed gearing and valves shall be cleaned as often as necessary (at least once every 8 hour shift) to prevent material frorn caking on critical parts. Nozzle: Nozzle shall be the premixing type with perforated water feed ring inside the nozzle. The maxunum length of material hose for the application of a ln7te shall be approxirnately 150 feet although it sh,all be permissible to use as much as S00 feet of material hose if the supply air pressure rneasured at the cement gun is increased to rnaintain proper velocity. The %llowing table gives requirements for compressor size, hose size and air pressure using 150 %et of material hose: Comp. Cap Max. Hose Dia. Max. Size Nozzle Min. Air Press. (cfm) (In.) (In.) (psi) 365 1 5/8 1 5/S 60 d00 2 2 gp 750 2 1/2 2 1/2 90 Far 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 inten�ruption, the pressures and volurne of air necessary for the longest hose delivery.l'he air compressor capacity determinations shall include allowances tnade for the air consumed in blowing rebound, cleaning, reinforcing and for incidental uses. Compressor equiprnent shall be of such capacity so as to insure air pressures at the special mixer capable of producing the required rnaterial velocities. Water Supply: The water pressure at the discharge nozzle should be sufficiently greater than the operating air pressure to assure the water is intirnately znixed with the other materials. If the line water pressure is inadequate, a water pump or pressurized tank shall be introduced into the line. Tlae water pressure shall be uniformly steady (nanpulsating). 2010 STREE'f RESURFACING SCOPE OF WORK Page 108 of 137 9/9/2008 , 1 1 1 1 � , 1 � 1 1 ' 1 1 ' 1 1 � 1 1 1 1 �J ' ' Section N — Technical Specifcations 49 SANITARY AND STORM MANHOLE LINER REST�RATION 49.1 SCOPE APID 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 systerns used in accorda.n�ce with the manufacturer's recomrnendations and these specifications. In addition to th.ese specifica.tions, the Contractor shall cozx�ply 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 integr�ity of the manhole. For any particular system the Contractor will submit manufacturer's technical data and application instrucrians. All 05HA regulations shall be met. 49.2 PAYMENT Payment for liners shall be per vertical fvot of liner installe� from the base to the top af the ' installed liner. Liners will generally be installed ta the top of existing or new corbels. No separate payment will be made for the following iterns and the cost of such work shall be included in the pay itezn per linear foot of liner: Byp�s pwnnping; Traf�ic Control; Debris Disposal; Excavation, ' including necessary pavement removal; Shoring and/or dewatering; Structural fill; Backfill and cornpaction; Grout and mortar; Brick; Resetting of the manhale ring and cover; Pipe extensions and connectors necessary to the installation; Replacement of unpaved roadway and grass or ' shrubbery plot; Replacennent of raadway base and asphalt surface; and Appurtenant work as required for a complete and vperable system. C 1 49.3 FtBERGLASS LIIVER PR�DUCTS 49.3.1 MATERIALS 49.3.1.1 LINERS Liners shall be fiberglass engine�red to meet or exceed AA5HT0 H 2Oloading of 16,000 pound ' vertical wheel load. Manhole liners are to be of the integral corbel design unless othervvise stipulated. Manhole liners are to be as large in diazx�.eter as will fit into the existing manhole. The contractor shall measure the existing manhole immediately prior to ardering materials and is ' solely responsible for the fitting of the liner. Contractor will be required ta submit factory certification for fiberglass liners. The rnanhole Yiner shall meet a11 requirert�ents of ASTM D 3753. 1 , ' 1 1 1 49.3.1.2 MORTAR Mortar shall be cornposed of on� part Portland Cenaent Type T and between tvvo 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 Cenn�ent Type II per cubic yard of clean, well graded sand_ 2010 STREEI' RESURFACING SCOPE OF WORK Page 109 of 137 9/9/2008 Section IV — Technical Specifications 49.3.2 INSTALLATION AND EXECUTION Excavate a.rz area around the top of the existing manhole suffzciently wide and deep for the removal of the manhole ring and corbel section_ Remove the frame and cover and corbel section without danaaging the existing manhole walls. Care is to be taken not to allow brick or soil to fall inta the existing manhole. Remove orr xeinsert loose brick which prrotrude more than one inch from the interior wall of the manhole and which could interfere with the insertion af the f�bezglass liner. Tf the shelf of the manhole invert is not level aroun.d the perinr►eter, form a flat shelf witkx mortar. Cut the linex to the proper length. Gutouts in the rnanhole shall be made to accommodate existing inlet and outlet pipes, dmps and cleanouts. Lower the liner into the existing manhole and set the bottam of the liner into quick setting grout. Obtain a good bottorn seal to prevent the loss of grout from the annular space between the outside of the linex 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 anziular void to insure an adequate bottom seal. Bridge the gap from dxops, laterals, force rnains, 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 azound the manhole liner and piping. Fill the anxiulaz space between the manhole linex and the existing manhole interioz' walls with grout. Caxe must be talcen not to deflect tlae manhale liner due to head pressure. Set the existing znanhole 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 back�ll. Sod the disturbed area. Match existing sod. Where manholes fall in paved areas, disturbed base shall be replaced twice the original thickness and coznpacted in 8" layers. Asphalt shall be replaced with 1 1/2" of Pinellas County Type TT surface. 49.4 STRONG SEAL MS-2 LINER PRODUCT SYSTEM This specification shall govexxx all work to spray apply a rnonalithic fibe:r reinfozced cementitious liner to the wall and bench surfaces of bri.ck, concrete or any other construction material; Strong 5ea1 MS 2 product. Described are pxacedu:res for manhole preparation, cleaning, application and testing. The applicator must be approved, trained atzd certified as having successfully completed factory training. T'he applicator/contractox shall fu�nnish all labo:r, equipment and materials foz applying the Strong Seal MS 2 pxoduct directly to the contour of the manhole to form a structural cementitious liner of a rninirnurn 1/2" thicicness using a machine specially designecl fo;r the application. All aspects of the installatian shall be in accordance with the manufacturer's xecornrnendations and with the following specifications which includes: 1. The elimination of active infiltration prior to making the applicarion. 2. The removal of any loose and unsound material. 1 1 1 t 1 ' 1 1 ' ' ' CJ 1 ' ' , 1 2010 STR.EET RESURFACING SCOPE OF WQRK Page I] 0 of 137 9/9/Z008 , 1 1 1 1 ' l� ' ' 1 1 1 1 �� L..J ' ' ' 1 1 �� Section IV — Technical Specifications 3. The spray application of a pre blended cernentitious mix to form a monalithic 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 recommen�dations and shall have the following minimum requirements: 1. Compressive Streng,th (ASTM G109) 15 rnin., 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. Cetnent S. Density, when applied 49.5 INFILTRATION CONTROL Sulfate resistant 105 +/- 5 pcf Strong Plug shall be used to stop minor water infiltratian according to the znanufachue's recommendations and shall have the following minimum requirements: 1. Compressive strength (ASTM C-109) - 600 psi, 1 hr.; 1000 psi 2� lars. 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 infiltratian and filling voids accarding to the manufacture's recomrnendations. The grout shall be volume stable, and have a rninimurn 28 day compressive strength of 250 psi and a 1 day strength of 50 psi. 49.7 LINER MIX Strong Seal MS 2 sha11 be used to form the rnonolithic liner covering all interior manhole surfaces and shall have the following mix�imum rec�uirements at 28 days: 1. Carnpressive strength (ASTM C 109) 3,000 psi 2. Tensile strength (ASTM C 496) 300 psi 3. Flexural strength (AS'TM 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 anly the addition of water at the 7ob site. Bag weight shall be 5U 51 paunds and contents sha11 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" ta S/8" long with a diameter of 63S to 640 microns. Products sha11, in the un mixed state, have a lead content nat greater than two percent (2%) by weight. 2010 STREET RESURFACING SCOPE OF WORK Page 11 ! of 137 9/92008 Section IV — Technical Specifications Strong Seal MS 2C shall be rnade with Calcium Aluminate Cement and shall be used according to the manufacturer's recommendations in applications where there is evider�.ce of severe sulfide conditions. Product must be factory blen.ded 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 S6 pounds per cubic foot. Cement con.ten.t must be 65%-75% of total weight of bag. One bag of product when mixed with conrect amount ofwater rnust have a wet density of 95 10$ pounds per cubic foot and must yield a mir�irnurn of .67 cubic foot of volurne. Fiberglass rods must be alkaline resistant with rod lengths not less than 1/2" in length nor greater than 5/8" in heigka.t_ Product shall not include any basic in.gredient that exceeds maximum allowable EPA lirnit for atxy heavy metal. Manufacturer must provide MSDS sheets for product(s) to be used in reconstruction process. A iwo coat application of liner material will be required (no exceptions) wiCh the first coat rough troweled to force matez�ials into cracks and crevices to set the bon.d. 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 descri.bed without prior approval or recommendation from the man.ufacturer. 49.10 EQUIPMENT A specially designed machine consisting of an optiraized pr4gressive cavity pump capable of praducing a mi:na.rnum of Z50 psi purnpin.g pressure, contra blen.d mixer with twin ribbon paddles with discharge, and an air system for spray application of product. Equipment must be cor�plete with water storage an.d meterring systetn. Mixer and pump is to be hydraulically powered. Equipment is to be mounted to heavy duty construction tandem axle road worthy trailer complete with eleetric brakes and running lights. Internal combustion engin.e rnust be in.cluded to power the hydraulic system and air compressor. 49.11 INSTALLATI4N AND EXECUTI�N 49.11.1 PREPARATION 1. Place boards over inverts to prevent extraneous material fmrn entering the sewer lines and to prevent up stream line frorn flaoding the manhole. 2. All foreign material shall be xemoved frorn the manhole wall and bench using a high pressure water spray (minimum 1,200 psi). Loose and protruding briek, mortar and 1 1 ' 1 ' 1 1 ' 1 1 , 1 1 1 ' 1 ' ZO10 STREET RESURFACING SCOPE OF WORK Page 112 of 137 9/9/2008 t �_� s' ' 1 SecCion N -- Technical Specificarions concrete sha11 be removed using a mason's han�z�er and chisel and/or scraper. Fill any large voids with quick setting patching znix_ ' 3. Active leaks shall be stopped using quick setting specially formulated rnixes accordin� ta the manufacturer's reconamendations. Sonne leaks may requare weep holes to localize the infilbration during the application after which the weep holes shall he plugged with the ' quick setting mix prior to the final liner applicatian. When severe infiltration is present, drilling may be required in order to pressure grout using a cemenritaous grout. Manufacturer's recommendations shall be follawed when pressure grouting is required. ' 1 4. Any bench, invert or servic� line repairs shall be rnade at this time using the quick setting mix and following the manufacturer's recommendations. 5. After all preparation has been campleted, remove a111oose material. 49.11.2 MIXING ' For each bag of product, use the atnount of water specifi�d by tbe rnanufacturer and znix using the Spray Mate Model 35C or 35D equipment for 30 seaonds to a minute after all rnaterials have been placed in the mixing hopper. Place the rnix into the holding hopper and prepare another ' batch with timing such that the nozzl�man can spray in a continuous manner without intetxuption until each application is complete. LJ 1 1 ' 1 1 49.11.3 SPRAYING Tb.e surface, prior to spraying, shall be damp without nnticeable free water droplets or running water. Materials shall be sprayed, applied to a rninimum uniform thickness to insure that all cracks, crevices and voids are filled and a sornewhat srnooth surface remains after light troweling. The light troweling is perfozmed to co:mpact the material inta voids and to set the bond. Not before the first application has begun to take an ixaitial set (disappearance of surface sheen which could be 1 S minutes to 1 hour depending upon ambient conditions) is the second application made to assure a mix►i.mum total fanished thic�Cness of 1/2 inch. The surface is khen troweled to a smooth finish being cazeful not to over trowel so as to bring additional water to the surface and weaken it. A Urush finish may be applied to the fizushed coat to remove trowel marks. Manufacturer's recom�mendarian shall be fallowed 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 pr�duces from the walls to the inv�rt wit1� the thickness at the edge of the invert being no less than 1/2 inch. The wall bench intersection sha11 be rounded to a uniform radius, the fiill circumference of the intersection. The final application shall have a minimum of four (4) hours cure time before being subjected to active flow. 49.1 �I .4 PRODUCT TESTING ' At some point during the application, at least four (4} 2 inch cubes may be prepared each day or from every SO bags of product used, identified and sent, in acoordance with the Owner's or Maraufacturer's directions, for compressian 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 a$er the application has been completed_ ' 2010 STREET RESURFACING SCOPE OF WORK Page 113 of 137 9/9/2008 ' Section IV — Technical Specifications 49.11.6 MANHOLE TESTIIdG 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 froxn being drawn into th� manhole. The test head shall be placed and the seal inflated in accordance with the rnanufacturers' recommendarions. A vacuum purnp of ten (10) inches of inercury shall be drawn and the vacuum purnp 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 far forty eight (48) inch diameter, seventy five ('J5) 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 shal] be made. Retesting shall proceed until a satisfactory test is obtained. Tests sha11 be performed by the Contractor under the direction of the Project Engineex. 49.12 INNERLINE ENVIRONMENTAL SERVICES LINER PRODIJCT SYSTEM 49.12.1 SCOPE Materials and application procedures for manhole rehabilitation for the purppse of restoring structural integrity, providing corrosion xesistance, and stopping infiltration by means of: 1. Hydraulic grouting, whe�re required, as a preliminary measure to stop high volurne inFltration 2. Hydrophilic grouting (positive side waterproofing), where required, as follows: a. Hydrophilic foam-injected through wall of rnanhole to fill voids and/or b. Hyd:rophilic gel-inj ected through wall of manhole to stop active leaks 3. Cementitious waterproofing with �rystalliza.tion (negative side waterproofiz�g) 4. Calcium aluminate cement lining, minimum of 1/Z inch 5. Epoxy coating, minimum of 30 dry mils 49.12.2 MATERIALS 49.12.2.1 REPAIRING CEMENT A quick setting hydraulic cement cotxxpouz�d sha11 be used to plug all visible minoz leaks and to instantly stop major leaks, so that £urther waterproofing processes may proceed unhindered. The xepairing 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 2010 STREE'C ItESURFACMG SCOPE �F W�RK Page 114 of 137 , C� ' ' ' , 1 ' 1 1 1 1 ' , ' ' 1 9/9l2008 , 1 1 1 �J 1 ' 1 1 1 ' 1 1 ' ' ' ' 1 , ' 1 Secqon IV — Technical Specifications Flexural Strength ASTM C 7$ 49.12.2.2 HYDROPHILIC GROUTING 1 day 410 psi 3 days 85S psi 28 days 1,245 psi Based on conditions found in and around the manhole, the applicator shall pressure inject either one or both of the following matecials: 1. An expansive foam graut shall be used to stop major intrusion of water amd fill cracks in and voids behind the structure's surface, Physical properties are as follows: Tensile Strength Elongatian Banding Strength 38Q psi ASTNI D 3574-86 400% ASTM D 3574-86 250-300 psi 2. A hydrophilic gel grout shall be used for soil stabilization behind the manhole-to prevent seepage, to provide a damming effect, and to place a hydmstatic barrier around exterior of manhole. Physical properties are as follows: Density Tensile Strength Elongation Shrinkage Toxicity 49.12.2.3 WATERPROOFIfdG 8.75-9.171bs/gal ASTM D-3574 150 psi ASTM D- 412 250% ASTM D-3S74 Less than 4% ASTM D-lOq�2 Non Toxic A waterproofing component based on the crysta.11ization process shall be applied. The syste�m combines cementitious and silicate based materials that are applied to negative side surfaces to seal and stop leaka�e caused by hydrostatic pressure. A combination of five coats (using three components�tvvo powders and a speaial liquid) rea.ct with moisture and the constituents af 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 pracess will continue for approximately six months. [lpon cornpletion the color will be light grey. Physical properties are as follows: Slant/Shear bond Strength to Calcium Aluminate Cement ASTM (to be given) 1,200 1,800 psi Tensile Strength (7 day cure) ASTM C 190 Permeability (3 day cure) CRD 48 S5 C��iF��l��'�L�►�i�1►11►C�' 380 psi (2.62 MPa) 325 psi (2.24 MPa) 8.1 x10 llcm/sec to 7.6x10 cm/sec at 100% RH at 50% RH A self bonding calcium aluminate cecnent sha11 be applied to restore structural integrity and provide corrosion resistance qualities. The cement (before addin� fibers) shall have the following properties: Calcium Aluminate Cement 12 Hrs 24 Hrs 7 Days z8 Days 2010 STREET RESURFACING� SCQPE OF WQRK Page I IS of 137 9/9R008 Secrion IV — Technical Specifications Astm C 495 Compressive Strength, Psi 7000 11000 12000 13000 Astm C 293 Flexural Strength, Psi 1000 1500 1800 2000 Astm C 596 Stu-inlcage At 90% �iumidiry -- �0.04 �O.Ob �0.08 Astm C 666 Freez�Thaw Aft 3Q0 Cycle No Damage Astm C 990 Pull - Qut Strength 200 - 230 Psi Tensile Astm C 457 Air Void Content (7 Days) 3% Ashn C 497 Pnrosity/Adsarption Test 4- 5% Modules of Elasticity: 7.10 X 10 PSI after 24 Hrs moist curing at 68 F. The calcium aluminate c�ment shall lae 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 na greater than two inches. It will have a dark grey color. 49.12.2.5 EPDXY COAT{NG A high build, flexible waterproofing epoxy sha.11 be applied to a minimum of 30 dry mils. This epoxy will seal structure from moisture and provide protective qualities to the surface, including excell�nt 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 Ratia (Parts A:B), by volume Color (othur colors available on request) Pot Life, hrs Tensile Strength, psi, min Tensile Elongation, % Water Extractable Substances, mg./sq. in., max Bond Strength ta Cement (ASTM 882) psi 49.12.2.6 CHEMICAL RESISTANCE 1:1 Light Gray 1 2,000 . 10 —20 5 1,800 Alcohols, 'I�ichloroethylene, Nitric Acid (3%), Jet Fuels, Water, Sulfi�ric Acid (3% 10%), MEK, Wine, Butyl Acetate, Beer, Lactic Acid (3°/a), Gasoline, Corn Oil, Alurninum Sulfate, Paraf�iin Oil, Vegetable Juice, Sodium Chloride, Motor Oil, Hydrachloric Acid (3%), and many others. 49.12.3 INSTALLATION AND EXECUTION 49.12.3.1 PROCEDURAL OVERVIEW Work sha11 proceed as follaws: 1. Remove rungs (steps), if desired by client. 2. Clean zz�anhole and rennove 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. 1 1 ' ' , ' , ' , ' , ' , , ' ' 1 2010 STREET RESCIIZFACING SCOI'E UF W�RK Page l lb of 137 9/9/2008 , ' � 1 Section IV -- Technical Speci6cations d. Rexnove debris from work area. 3. Repair minor defects in walls, benches, and inverts, as required, with repa�iring cement. ' (Note: Major structural repairs, such as rebuilding of benches, will also be made as required by client. 4. Inject hydrophilic grout thzaugln all surfaces, as needed, to eliminate infiltration. ' S. 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 a11 surfaces. ' NOTE: Steps 1-5 shall be executed consecutively with minirnal delays; calciurn aluminate (Step 6) sha11 require a cure time of at least twenty-faur hours for needed adhesion of epoxy (Step 7) to cement lining. ' 1 ' 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 thorau�hly water andlor sand blasted ta remove any loose or deteriorated rnaterial. Care shall be taken to prevent any loose material fronri. entering lines and other areas by either pluggang the lines ( where feasible) or inserting protective screens. 49.12.3.3 5TRUCTURAL REPAIR ' Hand place or spray apply hydraulic cement material as n.ecessary to prepared surface ta fill cracks and voids in structure. Allow twenty (20) riainutes before applying waterproofing/crystallization. ' ' , ' 49.12.3.4 INFILTRATION CONTROL Pressure injection of hydrophilic gel and hydrophilic foam. 1. Dri115/S" hales thxaugh active leaking surface. 2. Install all zert fittings, as recammended by manufacturer. 3. Inject zxaaterial until watez flow stops. 4. R�move fittings (if necessary)_ 49,12,3.5 WATERPROOFIIdG/CRYSTALLIZATION PROCESS 1. Apply a sluny coat af powder #1 to rx�oist wall using a stif�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 ' fornung process. 4. Repeat steps 2 and 3, until there are no visible leaks. ' ' 1 5. Apply pawder #1 as an overcoat. 6. Allow one (1) haur to cure before applying cement lining. 2010 STREET RESURF'ACiNG SCOPE OF WOR1C Page 117 of 137 9/9/2008 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 cernent until required build up of at least one half inch (and no more than 2 inches) has been achieved. 4. Trov`+el to smooth finish, restoring contours of manhole. S. Texture brush surface tv 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 blowex shall be used to facilitate curing times. 49.12.3.7 EPDXY COATING Spray apply epoxy coating using airless spra}+ing equipment until surface is visibly covered and a thickness of at least 30 mils has been achieved. Manhole rnay 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 liP The work crew shall remove all debris and clean work area. 49.12.3.9 MANHOLE TESTING AND ACCEPTANCE Manhole znay be vacuurn 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 frorn being drawn into the manhole. The test head shall be placed and the seal inflated in accorda.nce with the rnanufacturers' reco;mmendations. A vacuum pump of ten (10) inches of inercury sha11 be drawzx and the vacuum purnp 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, seveniy fve (75) seconds for sixty (60) inches, and ninety (90) seconds for seventy twa (72) inch diameter manholes. zf the manhole fails the initial test, necessary repairs sha11 be made. Retesting shall proceai 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 rnaterials and warkmansb.ip shall be wairanted to the Owner for a period of five (5) years, prov�ided that a11 the above mentioned repair steps are used. 50 PROJECT INFORMATION SIGNS This article not used. See Section III, ARTICLE 18 --1'ROJECT TNFORMATION S�GNS. 51 IN-LINE SKATING SURFACING SYSTEM 5'1.1 SCOPE 1. These specifications pertain to the application of the Plexiflar Color Finish System over recreational areas intended for In-Line Skating activities. The materials speci�ed in the 20I0 S.TREET RESURFACING SCOP� OF WORK Page 118 of l37 �] ' ' 1 ' , � 1 ' ' ' ' ' , , , 1 9/9/2008 , 1 , 1 1 1 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 a�re calculated prior to dilution. 4. Plexi�lor Jn-line Skating Surfacing Systern • 1 Coat ofAcrylic Resu;rfacex ' • 2 Coats af Fortified Plexipave • 2 Coats of Plexiflor • Plexicolor Line Paint ' 51.2 SIJRFACE PREPARATI�NS ' ' ' ' ' ' ' 51.2.1 ASPHALT Allow new asphalt to cure a minimutn vf 6 nnonths. Th� surface must be checked far birdbaths, cracks and other irregularities and repaired with Court Patch Binder according to California 5pecification Section 10.14. (Su.z�facing prior to six months may rnake the asphalt subject to indentation). 51.2.2 CONCRETE Concrete shall have a wood float or b�room 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 accoz�ding to Califorrua Specification Section 10.13. Check surface for birdbaths, cxacks and other irregularities and repa�ir with Court Patch Binder according ta California Specificatian Section 1 Q.14. 51.2.3 COURT PATCH BINDER MIX Court Patch Binder Mix: 100 Lbs. #SO-100 Mesh Silica Sand (dry) 3 gallons Couth Patch Bindex 1 to 2 gallons Portland Cement. 51.3 APPLICATION �F ACRYLIC FILLER C�AT 1. Application of the Acrylic Resurfac�r Mix shall be applied to the clean, dry, level ' surfaces to receive the Plexiflor Surfacin� Systern. The mix shall be applied according to Califonnia Specification Section 10.8 using the following mix: ' ' ' Acrylic Resurfacer Water (Clean and Potable) Sand (GO-80 mesh) Liquid Yield 55 gallons 20-40 gallons 60Q-900 pounds 112-138 gallons 2. Ove�r asphalt surfacas, apply the Acrylic Resurfaceir Mix in one or two coats (depending on surface porosity) at a rate of .US -.07 gallons per square yard per caat. 3. Non-coated concxete surfaces must be neutralized witt� conerete prepazer and primed with Califomia Ti-Coat according to Specification Section 10.17. The Acrylic Resurfacer Mix ' 2010 STREET 12ESLJRFACING SCOPE OF WOItK Page l 19 of 137 1 9/9/Z008 Section IV —Technical Specifications rnust be applied witlain 3 hours of the Ti-Coat application while the pri�nner is dry but still tacky to the touch. Apply the Acrylic Resurfacer Mix in one or two applications at a ra.te of .OS-.07 gallons per square yaxd pe�r coat. 51.4 APPLICATION �F FORTIFIED PLEXIPAVE Afte�r the filler coat application has dried, apply two coats of Fortified Plexipave at an undiluted rate of .OS-.07 gallons per square yard per coat using the following mix: Plexipave Color Base 30 gallons Plexichrorne 20 gallons Water 20 gallons 51.5 PLEXIFLOR APPLICATION 1. Plexiflor is factory prennixed 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 Flexiflor at a rate af .04-.OS gallons per square yard per coat. 3. Plexiflor is applied (in a similar manner to Plexipave) in windrows on the suriace with sufficient quantity to cover as the squeegee is pulled over the surface. Apply only light pressuz�e 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 caatings shauld be allowed to thoroughly dry prior to application af subsequent coats. 51.6 PLAYING LfNES Four hours x�ni.nimum after completion of the color resurfacing, playing lines shall b� 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, suiplus materials and debris upon completion of work laaving the site in a clean, orderly condition that is acceptable to the owner. Gates shall be secured and a11 containers sha11 be disposed. of in accordance with Loca1, State and Federal regulations. 2, Materials specified for the Plexiflar System sha11 tee delivered to the site in sealed, praperty labeled arums verith California Praducts 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 jab site. Coverage rates are based upon material prioz to mixing with water as specified. 51.8 LfMITATIONS 1. D� not apply if surface temperature is less thaxa 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. ' ' ' 1 1 �J ' ' ' ' ' ' ' � ' , � 2010 STREET RESURFACING SCOPE OF WORK Page 120 of 137 9/9/2008 ' , 1 1 1 1 1 1 1 Saction IV — Technical 5peciiications 4. Plexiflor will not hide surface imperfec�ions of previous coatings. 5. K�ep 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 fram normal use of sorne In-line Skates. 9. Coefficient of friction = 0.78 10. Coating Application Drying Time: 30 rninutes to 1 hour at 70°F with 60% relative humidity. 11. Keep court clean. Excess dirt ar foreign material can cause the surface to be slippery. Ia-Line hockey is a physical spor� Always wear NIHA recommended protective gear. 52 RESIDENT NOTIFICATION OF START OF CONSTRUCTION This article not applicable. See Section III (General Conditions), Axticle 22. ' 53 GABIONS AND MATTRESSES 1 1 1 1 ' 1 1 1 1 1 �J 53.1 MATERIAL 53,1.1 GABI�N AND RENO MATTRESS MATERIAL 53.1.1.1 PVC C�ATED WIRE MESH GABIONS & MATTRESSES Gabion & mattress basket units shall be of non-raveling construction and fabnicated fronn a double twist by twisting each pair of wires through three half turns developing the appearance of a triple twist. The galvanized wire care shall have a diameter of 0.1063 inches (approx. US gauge 12). All wire used in the fab�ica.tion of the gabion shall coznply with or exceed Federal Specifications QQ-W-461H, possess a maximum tensile strength of 70,Q00 p.s.i. with a Finish S, Class 3 zinc coating in accordance with the current ASTM A-641. The weight of zinc coating sha11 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 S-6, Table 1. Uniformity of coating shall equal or exceed four 1-minute dips by the �reece test, as determined by ASTM A-23 9. , The �VC coating shall be extraded and adhere to the wire core prior to weaving. The PVC coated wire shall be woven inta a double twisted hexagonal mesh having uniform openings af 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, 0.1335 inches in diameter (appmx. US ga.uge 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,OOQ PSI max), heavily galvanized wire r�ore, 0.087 inches in diameter (approx. US gauge 13 %a), coated with PVC and having an overall dia�meter (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 oi 1200 lbs. per linear foot while remaining in a locked and closed condition. Properly formed interlocking fasteneirs shall be spaced fram �4 to 6 inches and have a minunum 3/4 square inch inside area ta properly confine the required selvedge wires. Tiger-Tite 2010 STREET RESURFACING SCOPE OF WQRIG Page L2l of 137 9/9/20�8 Section N—Technical Specifications Interlocking Fasteners axe an approved alternate joint material. The Interlocking Wire Fastener shall meet stainless steel material specification.ASTMA-313, Type 3p2, Class 1, or equal. All of the above wire diameters are subject to tolerance limit of Q.Q(?4 inches in accordance with ASTM A-641. 53.1.1,2 PVC (POLYVINYL CHL�RIDE) COATING The coating shall be gray in color and shall have a nominal thickness of 0.0216 inches but nat less than 0.015 inches in thickness. The protective PVC plastic shall be suitable to resist deleterious e�ects from exposure to light, immersion in salt or polluted water and shall not show any material differ�nce in its initial compound properties. The PVC campound is also z'esistant to attack from acids and resistant to abxasion. 1. Specific Gravity: a. According to ASTM D-2287 and ASTM D- 792; in the range of 1.3Q to 1.34. 2. Tensile Strength: a. According to ASTM D-142; not less than 2980 psi. 3. Modulus o� Elasticity: a. According to ASTM D-412; not less than 2700 psi at 1Q0% strain. 4. Resistance to Abrasion: a. According to ASTM 1242; weight loss �12% (Methad B). 5. Brittleness Temperature: a. According to ASTM D-746, Procedure A; shall be at least $.3 degrees centigrade below the minimum tempe�rature at which the gabians will be handled ox placed but not lowe�r than -9.4 degrees centigxade. 6. Hardness: a. Accorrding to ASTM D-2240; shall be between 50 and 60 Shore D when tested. 7. Creeping Corrasian: a. Ma�czmum corrosion penetration to the wire core from a squaa'e cut end section sha11 not be more than 25mm when the specimen has been immersed for 2000 hours in a SO% SOLUTION HC1 (hydrochloric acid 12 Be). 53.1.1.3 ACCELERATED AGING TESTS Variation of the initial properties will be allowed, as specif ed below, vvhen the specimen is subm�itted to the following Accelerated Agiug Tests: 1. Sa1t Spra.y Test: a. According to ASTM B-117 b. Period of test = 3U00 hours. 2. Exposure to ultraviolet rays: a. Acco:rding to ASTM D-1499 and ASTM G-23 (Apparatus Type E). Period of test = 3000 haurs at 63 degrees centigrade, 1 ' 1 1 t 1 1 1 1 1 ' 1 1 1 1 1 1 2010 STREET RESURFACTNG SCOP� OF WORK Page 122 of 137 9/9R008 t ' �J ' ' Section IV — Technical Specifications 3. Exposure to high temperatu�re: a. Testing period: 240 hours at 1Q5 degrees centigrade, when tested in accordanc� with ASTM D- 1203 and ASTM D-2287. 53.1.1.4 PR�PERTIES AFTER AGING TESTS ' After the above Accelerated Aging Tests have been per%rxned, the PVC compound shall exhibit the followmg properties: ' 1. Appeazance: - a. The vinyl coating shall nat crack, blister or split and shall not show any remarkable change in colaz ' 2. Specific Cravity: a. Shall not show change hig�er than 6% of its initial value. ' 3. Durometer Hardness: a. Shall not show change kugher than 10% of its initial value. ' 4. Tensile Stxength: a. Shall not show change higk�ez tt�an 25% of its initial value. ' S. Elongation: a. Shall not show change higher than 2S% of its izuitial value. 6. Modulus of Elasticity: ' a. Shall not show change hig�er than 25% of its initial value. 7. Resistance to Abrasion; , a. 5ha11 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. Cald Flex Temperatu�re - Shal.l not be highex than +18 degrees centigrade. , 53.1.2 GABION AND MATTRESS FILLER MATERIAL: ' The filler stone shall be limestone fram a source approved by the Engineeir before delivery is ' statted. Representative preliminary samples of the stone sha11 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. ' Th,e individual stones shall be free of cracks, seanns, and other defects that would tend to promote deterioration firom natuxal causes, or which miglrt reduce the stones to sizes that cauld not be retained in the gabion or mattress baskets. ' The stone shall meet the following physical requirements: • Absorption, maximum 5% ' • Los Angeles Abrasion (FM l OT096), rnaximum loss 45% • Soundness (Sodium Sulphate), (FM 1-T104), maxirnurn loss 12% ' 2010 SCREET RESURFACING SCOPE �F WORK Page 123 of 137 9/9/2008 �J Section IV — Technical 5pacifications • k'lat and elongated pieces, materials with least dimension less than one third of greatest dimexasion shall not exceed 5% by weight. All filler mate�ial shall be unifozxnly graded between 4 inch and 8 inch (equivalent spherical diarnneter) and sha11 be angular in fozxn. Rounded stones shall not exceed 10% of the stone, by weiglat and 70% of the stone, by weight, shall exceed tk►e largest dimension of the mesh opezxing. 53.1.3 MATTRESS WIRE Mattress wire shall confo;tm to the same specifications as gabions except as follows: 1. The notn.izaal diameter of the wire used in the fabx-ication 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 mirurnunn 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 a� the zinc caating to the wire shall be capable of being wrapped in a close helix at a rate not exceeding 15 turns per zninute around a cylindxical steel mandrel having a diameter 3 times the nominal wire diaixaeter being tested. After the wrap test is cornpleted, the wire sha11 not exhibit a,ny cracking or flaking of the zinc coating to such an ex,tent 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, az�.d FDOT Standard Specifications, 1996 edition, Section 985. 53.2 PERFORMANCE Gabions and Reno Mattresses shall be installed according to the nnanufacturer's recommendations and as shown on the Drawings. Fabrication of gabion baskets sha11 be in such a rnanner that the sides, ends, lid and diaphragms can be assembled at the construction site into rectangular baskets of the sizes specified and shown oan 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 sectian of the gabion in such a manner that the strength and flexibility at the connecting point is at least equal to that bf the mesh. Where the length of the gabion and znattress exceeds one and one-half its horizantal width, they shall be equally divided by diaphragms of the same mesh and gauge as the mattress�s sha11 be furnished with the necessary diaphragms secured in proper positxon on the base so that no additional tying is required at this juncture. Tlae 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 forn�ing the mesh when a single wire strand in a section of rnesh is cut. Each gabion or rnattress shall be asseix�bled by tying all untied edges with binding wire. The binding wire shall be tightly looped around every other nnesh opening along seams so that single and dauble loops are alternated. A line of empty gabions shall b� placed into position according to the contract drawings and binding wire shall be used to securely tie each unit to the adjoirung 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. 2010 STREE`C RESUR�ACING SCOPE OF WORK Page 124 of 137 9/9/2008 LJ 1 1 ' ' 1 1 ' ' 1 1 1 1 1 ' 1 1 1 � � 1 ' ' ' � 1 1 ' 1 Sectian N — Technical 5pecificatians To achieve better alignment and finish in retaining walls, gabion stretching is r�coinrnended. Coz�.necting wires shall be inserted during the filling operation in the following manne�r: Gabions shall be filled to one third full and one cannecting wire in each direction shall be tightly tied to opposite faces of each cell at one third height. The gabion sha11 then be iilled 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 Dra.wings. The su�rface to receive the cloth shall be prepared to a relatively smootl� condition free of obstructions which may tear or cut the cloth. The panel shall be ov�rlapped a minimum of 30 inches and secured against movement. Cloth damaged or displaced during installation, gabion work, or backfill shall be replaceci or repaai;red 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 manuiacturer's recommendations or five days, whichever is less. 54 LAWN MAINTENANCE SPECIFICATI�NS 54.1 SCOPE To remove trash and debris fronn landscape and paved area; mazntenance and fertilization of plant beds and landscape materials; xnaintenance, repair, and operatian of irrigation systexns; ornamental pest control; palm pruning; maintenance of traffic; and the clean�ing of hard surfaces at designated areas. The Contractor ia to wor�C with the City in coordinating inaintenance activities and reportin� irregularities in the work zone. The Contractor(s) will provide the labor and materials required to maintain the lan.dscaped street rnedians 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 prun�ing of landscape plants and palrns; • Pxopez fertilization and pest control of landscape and palms (may be subcontracted); ' ' • Irrigation service and repair; • Mulch replacement; • Cleaning oF hard surfaces; and the • Reparting of irregularities at the job site. 54.2 SCHEDULING OF W�RK ' The Contractor(s) shall accomplish a11 landscape maintenance requued under the contract between the hours of 6:3Q 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 ' rnaintenance at other hours. All work shall be completed in a continuous manner, that is the cleanup, weeding, trunming, etc., be completed before leaving the job site. ' ' 2010 STREET RESllRFACING SCOPE QF WORK Page 125 of 137 9/9/2008 ' Section 1V — Technical Specifications 54.3 WORK METHODS 54.3.9 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 cdntractor(s) shall provide the following service at each scheduled visit to the designated location: 54.4 LITTER Remove txash and debris from the axea to be maintained. Proper disposal of collected trash and debris is a requirement o£ the cantractor. Extraordinary amounts of debris caused by hurricanes, tornadoes, vandalism, etc., would be the responsibility of the Gity to clean up. Tkie contractor should report such accumulations of debris vvhen they are encountered. Bids for the ext�aaxdinary cleanup from, the contractor would be considered. 54.5 VISUAL CHECK The site should be checked for irr.regulariries, such as irrigation leaks, vehicle damage, dead or damaged plant material, vandalism, etc., whiclx should be reported to the City within 24 hours after providing the service. 54.6 PLANT TRIMMING AND PALM PRUNING All plant material slxould be trimmed in a manner that promotes the natural shape and xnatuxe size of the particular specie. Trimrning should be perfotmed at in:tervals 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 sha11 be kept trirnmed to the back of curb. Brown foliage shall be removed from Liriope. Palm pruning to be perfoxmed at least ance per yeax, preferably in late June or July following flower for.mation., according to the following specifications: 54.7 PHOENIX SPECIES (CANARY DATE, INDIA DATE, PYGMY DATE, ETC.) Remove all descending fronds, to the base of the frond; all parallel and ascending fronds are to remain in order to leave a full, rounded head; seed heads may remain, but remove old faded heads that are encountered in the pruning process; remave loose frond boots; remove vegetation; such as strangler figs, Brazilian Pepper, Asparagus fern, etc., growing in the frond boats or on the trunlc. Provide the rounded, classic cut on a11 Medjool palm baots. No climbing spikes allowed on palms. 54.8 DEBRIS REMOVAL All debris from pruning pxocess is to be removed from the job site and disposed of by the contractor. Work sit�s should be left in a clean and neat appeaxance upon cornpletion. 2010 STREET 1ZESURFACING SCOPE OF WORK Page 126 of 137 9/9/ZOQ8 � � , � , , I`� 1 , � 1 1 1 1 , ' 1 1 1 1 1 1 � � � 1 ' ' 1 ' ' 1 ' ' ' � �l ' Section CV —Technical Specifications 54.9 TRAFFIC CONTROL Proper and safe work zones in vehicular traf�ic azeas are to be set up and xx�,aintained by the contractor, according to the attached Maintenance of Traffic speci�xcations. 54.10 PEDESTRIAN SAFETY Contractor is responsible for maantaining safe work zones in areas where pedestrian and park users are present. The City reserves the right to limit the hours of operation in certain high pedestrian use areas. 54.11 PLANT FERTILIZATIQN All tree and plant material should be fertilized with the appropriate amount of 20-b-12 sulfur coated, slow release, ornamental fertilizer, three times per year. Applications should be made in mid-February, early 7une, and mid-September, for the first two years. Fertili�er types and amounts will change with requirements of maturing landscape materials. 54.12 WEED REMOVAL IN LANDSCAPED AREA Weeds should be removed on a regular basis in order to keep them from being visibly noticeable. Weed control with the use of appropriate herbicides is allowable, given they are prape�rly applied by a certified applicator. Herbicide damage to landscape rnaterial will be remedied by contractor at his/her expense. 54.13 MULCH CONDITION Should be rnaintained at a thickness that will discourage weed growth as well as help retain soil rnoisture, usually 3 inches. 54.14 IRRIGATION SERVICE AND REPAIR Should be peiformed at each visit to assure the systems proper operation and timing. Dz�p tubing should be kept covered with rnulch. Timer shauld be checked for proper time of day and operating schedule. Leaks or breaks in the systezn should be repaired before the next scheduled system running time. All repairs which will be char�ed at $20.00 ar more must be appraved in advance by the city. Minor repairs, less than $20.00, should be billed to the City in addition to the monthly nnaintenance fee. . 54.15 LAWN AND ORNAMENTAL PEST CONTROL Should be perFormed by a properly licensed and certified applicator ta keep pe�t populations at a less than damaging level. Landscape materials lost to or extensively damaged by pests will be replaced by the contractor at the cantractor's expense. Diazinon products are nat to be used on City properties. 54.16 PALM FERTILIZATION Apply three paunds of Magnesium sulfate and ane paund of Potassium evenly, per tree, across the root zone (typically within We dripline), annually in eazly February. 201Q STREET RESUI2FACING SCOPE QF W�RK Page 127 of 137 9/92008 Section IV -- Technical Specifications 54.'17 FREEZE PROTECTION The City will provide a freeze/frost protection fabric for the Contractor to install over freezeJfrost sensitive plants (Laxxtana and Pentas). The covering material will be stored at a City facility (yet to be determined). Contractor will remove the covering material from storage and install aver the sez�sitive pXants, securely fastening edges of the material to the ground �er mazxufacturer's directions. The City will furnish metal pins :needed for securing fabric to the ground. The City will notify the Contractor one (1) day ar twenty-four (24) hours mizaimunn 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 rerzaoved the following afternoon or remain in place as directed by the City. The City shall notify the Contractar by 11:00 a.m. about renr�oving 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.rn.) The Contractor will be compez�sated for the number of hours mobilization or on-site work at the contracted rate per znan-hour unit price_ T',he Con.tractor sha.11 provide a unit price for the installation and rennoval of the covering fabric on a per even.t basis, as well as an hourly rate per etnployee required. The City and contractor will coordinate appropriate irrigation operations with weather condition.s. Shourd freeze/frost damage occur, the Contractor shall per%rm retx�edial work as per unit basis, as directed by the City. 54.18 LEVEL OF SERVICE ' , ' 1 � 1 1 � This location is to be serviced weekly. Repairs to damage or vandalisrn to be made within 7 ' working days of reparted irregularity. Weekly visits should occur no closer than six and n.o further than ten calendar days apart. 54.19 COMPLETIDN 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, ta xmake certain the message is received, it is advisable to call between 6:30 a.m. — 7:3� a.m. ar 2:30 p.m. -- 3:00 p.m. 54.20 INSPECTION AND APPROVAL Upnn receiving notification from the Contractor, the City shall inspect tlae serviced location. the follawing business day. If, upon, inspection, the work specified has n.ot been completed, the City shall contact the Contractor to in.dicate the necessary corrective rneasures. The Contractor will be givet� 48 hotus from this notification to make apprapriate corrections. If the work has been completed successfully then the City will pay for services billed. 54.21 SPECIAL C�NDITIONS 1. This location will be newly installed and under warranty by tkie installer for a six manth period on plants and 12 month warranty on palms. Landscape installer will coordinate irrigation operation with the Maintenance contractor to assure adequate irrigation ta the landscape rnaterials_ In.staller will also be responsible for the untying of palm heads/fronds as ]ae feels approp�iate. 2. All listed acreage or square footage figures are estimates. 1 ' 1 ' ' ' LJ 1 2010 STREET RESURFACING SCOPE OF WORK Page 128 of 137 9/9/2008 , 1 � ' 1 Section N — Technica! Speci�cations 3. All maintenance shall be per%�xned in a good and workmanlike manner, consistent with trade practices and standards which prevail in the indus�}! ' 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 w�r�iting af 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. , ' 1 ' 1 55 55.1 Occasionally circumstances (standing water, pralonged inclement weather, parked vehicles, etc.) may rnake all or portions of a location unserviceable dtuing the regular schedule. The Contractor shall notify the City Supervisor of such occurrences, and shall schedule to perfo�xn the required maintenance to the location as soon as the pertaining circumstances are relieved. MILLING �PERATIONS 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 �DOT's Standard Specifications (latest edition). The Contractor sha11 notify the Project Inspector a minimurn of 24 hours in advance of all m�11��. 55.2 ADDITIONAL MILLING REQUIREMENTS , 1. If the milling machine is equipped with preheating devices, the contractor is responsible to secure any necessary perimits, and for complying with all local, state and federal environmental regulations goveriaing operation of this type of equipment. 1 1 1 ' 2. All milled surfaces must be repaved withiri seven days frorn the time it was znilled, wnless otherwise noted in the contract dacuments. 3. Prior to paving, all milled areas shall be swept with a Mu�.icipal type sweeper either of the vacuum or the mechanical type, that picks up and hauls off, dust and dirt (the Sroom Tractor way of sweeping is not be pezmiited). The sweeper rnust be equipped with its own water supply for pre-wetting to rnizxi,rnize 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 prese�nt, the adjoining pavemexit shall be milled to allave� for the new asphalt grade to be flush with the contract suriace. 5. The Contractor shall be responsible ipr 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 itern for milling. 1 , b. All radius returns an streets to be milled shall also be milled unl.ess otherwise directed by the Engineer, with payment to be included in the bid item for milling. 7. Any leveling or base replacement required after rnilling shall be applied to sections of the road as noted on the plans, or directed by the Engineer, per Section 330 of FD�T's 2000 Standard Specifications for S-Type resurfacing projects or Secrion 330 (latest edition) for ' 2010 STREET RESURFACING SCOPE pF WORK Pagc 129 of 137 1 9/92008 Section IV — Technical 5pecifications 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. S. 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 frorn a failure to place the p�ime 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 untzl the City approves the repaired base. The cost of said p�ime shall be included in the bid iterrx for milling. 9. Prior to the placernent 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 rernain the property of the City. The transporting and stockpiling of salvageable rnatex�als shall be performed by the Contractor. The Contractor shall contact the Public Sezvices Division at (72'� 562-4950 to schedule delivery of material. 55.4 DISPOSABLE MATERIALS All surplus matezxals not claimed by the City sha11 become the property of the Contractor. The Contractar shall dispose of the material in a timely manner and in accordance with all regulatory requiremet�ts 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 requizing adjustattxent 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 (minimuzn 48 hours notice per State Statute). All utility adjustrnents shall be completed prior to the coznmencement of rnilling and resurfacing operations. 55.fi ADJUSTMENT OF UTILITY MANHOLES The necessary adjustments of sanitary sewer and stormwater utility manholes and appurtenances shall be accomplished by the Contractor in accordance with Section N, Article 23.7 of the City's Technical Specifications. 55.7 TYPES OF MILLING There aze two types of milling used by the City: A. Wedge — This will consist of rnilling a six foot wide strip along the curb line of the pavemetit adjacent to the curb so the new asphalt will align with the original curb height and pavement cross section. S. 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 indica.ted or approved by the Engineer. , , 1 t 1 ' 1 ' 1 1 1 1 1 ' ' 1 1 2010 STREEI' RESURFACING SCOPE OF WORK F'age 130 of 137 9/9/2008 ' , � 1 1 Section IV — Technical Specifications 55.8 MILLING OF INTERSECTIONS Intersections, as well as other areas (including radius returns) are to be milled and repaveci to ' restore ancUor impmve the original drainage chara.cteristics. Said wor�C should extend approxirnately 50 t� 1 �0 feet in both directions from the low point of the existing swale. 1 1 ' 1 1 1 1 ' LJ 55.9 BASIS �F MEASUREMENT The quantity to be paid for will be the area rnilled, in square yaxds, cornpleted and accepted. 55.10 BASIS OF PAYMENT The unit price for milling shall include: all materials, preparation, hauling, transporting and stockpiling of salvageable rnaterials, disposal of a11 surplus material, any required milling of radius returns and inters�etions, prime and/or tack coat either required or placed at Engineer's discretion, removal of asphalt from cuxbs, swe�ping, labor, equipxnent, and all incidentals necessary to cornplete the milling in accordance with the plans and specifications. 56 CLEARING AND GRUBBING The work included in this specification includes the removal an,d disposal of all structures, appurtenances, asphalt, cnncrete, curbs, walls, trees, roots, vegetation, boulders, conduits, poles, posts, pipes, inlets, brush, stuz�nps, debris and other obstructions resting on or protnrding through the ground surface necessary to prepaze the area for construction. Clearing and grubbing shall be perfarmed in accordance with Section 11 � of FDOT's Standard Specifications (latest edition). Unless otherwise specified in the contract documents, the Contractor shall take ownership of a11 removed material and dispose of them oif-site in accordance with all Local, State and �ederal Requirexnents. 56.1 BASIS OF MEASUREMENT The basis of ineasurement shall be either a lurnp surn quantity ar the number of acres cleared and grubbed as specified on the plans ar directed by the Engineer. 56.2 BASIS OF PAYMENT ' The pay item for clearing and grubbing sha11 include: all removal and disposal of materials and structures as well as all materials, hauling, �quipment, tools, labor, leveling of terrain, landscape tnimming and all incidentals necessary to complete the work. ' 57 RIPRAP The work included in this specification includes the construction of either sand-cernent or rubble ' riprap as shown on the plans. The riprap shall he constructed per Section 530 of FDOT's Standard Specifications (latest edition). ' ' ' 1 57.1 BASIS OF MEASUREMENT The basis of ineasurement for riprap shall be the volume of sand used in cubic yards for sand- cement, or the dry weight in tons for rubble. 2010 STREET RESURFAC[NG SCQPE OF WORK Page t 31 of 137 9/9R008 5ection IV — Tcchnical Specifications 57.2 BASIS OF PAYMENT The pay item for sand-cement riprap shall include: all materials, testing, labor, grout, hauling, equipment, excavation, backfill, dressing and shaping for placement of sand-cement and all incidentals necessary to complete the work. The pay item for rubble riprap shall include: all rnaterials, required bedding stone, dressing and shaping for placement o£ bedding stone, filter fabric, testing, hauling, excavating, backfill, dressing and shaping for placement of rubble, and all incidentals necessary to complete the work. No payment vvill be granted if concrete or stone that exists on-site is used as rubble riprap. 58 TREATMENT PLANT SAFETY Thits article applies to all City projects located at one of the City's Waster�vater Treatrnent Plants (WWTP) or Potable Water Reservoirs. 58.1 HAZARD POTENTIAL The Contractar shall be aware that hazardous znaterials are used at the WWTP's and the vvater reservoirs. These may include sodium hypochlorite, gaseous chlorine, sul�i.ir dioxide and ammonia. Potential safety hazards assaciated with these substances include: An accidental spill or r�lease can impair respiratory functions and result in severe burns to the skin and eyes. At the pre-construction conference, the contractor will be provided vvith a copy of the City of Clearwater Public Utilities Departmer�t Ennergency Response Plan, and a copy of the applicable Material Safety Data Sheets. All employees of the cantractor and sub-con.txactor assigned to this job shall be familiar with the content of these documents. 58.2 REQUIRED CONTRACTOR TRAtNING Prior to issuance af a notice to proceed, the contractar must submit docurnentation regaxding employee safety training relating to the items in Section A above. The documentation must include: • Verifica.tion that all employees assigned to this job have received and understood training in the proper work practices necessary to safely perfoxm the job while working around gaseous chlorine and sulfur dioxide gas. . • The date af the training, an.d • 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 Specificatioz�s (Sections 603 through 699), unless otherwise specified in the contract documents and plans. This specification includes, but is not limited ta, 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 junctaon boxes, electrical power service assemblies, poles, signal assemblies, pedestrian assemblies, inductive loop detectors, 2010 STREET RESURFACING SCOPB OF WORK Page 132 of 137 9/9/2008 1 1 , 1 ' 1 1 1 1 1 ' 1 , 1 1 1 1 ' , 1 ' Section 1V — Txhaical Specifications pedestrian detectors, traffic controller assemblies, controller cabinets and accessories, removal of existing traffic signal equipment, and internally illuminated signs. ' All traffic signal installations shall be rnast arms and conform to the requirements of FDQT's Mast Arm Assembly standard, and sha11 be signed and sealed by a pmfessional engineer registereci 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 anm colors shall be determined and approved by the City prior to ordering from the manufacturer. �J ' 1 ' 1 ' 1 L. J �J ' ' ' 1 All traf�ic signal indicators for vehicles and pedestrians shall be LED's and, approved by both the City and FDOT. In addition to this, all pedestrian signal indicators shall utilize countdown features. Contractor changes to the operation of an existin� signal is PROHIBITED unless directed by the City's Tra.ffic Engineering Division. 59.1 BASIS OF MEASUREMENT AND PAYMENT The basis of rneasurement and payment shall be specified in the contract documents and/or plans and shall include all equipment, preparation, materials, testing and incidentals required to coznplete the work per the plans. 60 SIGNING AND MARKING All signing and maxking work shall be performed per the latest edition af FDOT's Standard Specifications, unless atherwise speci�ied. in the contract documents and plans. This specification includes th�e following work: RPM's (Section 706), painted traffic stripes and markings (Section 710), thermoplastic stripes and rnarlc.ings (Section 711) and tubular delineators/flex posts (Sections 7b5 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. Qmissions in striping or rnarkings shall be corrected to the City's satisfaction prior to any payment being rnade. fi0.'I BASIS OF MEASUREMENT AND PAYMENT The basis of ineasurement and payranent shall be specified in the contract documents and/or plans and shall include all equipment, preparation, rnaterials and incidentals required to complete the work per the plans. 61 ROADWAY LIGHTING All raadway lighting shall be canstructed per Sections 715 and 992 of FDOT's Standard Sp�cifications (latest edition), unless otherwise specified in the contract docurnents and plans. 61.1 BASIS OF MEASUREMENT AND PAYMENT The basis af ineasurement and payment shall be specified in the contract documents and/or plans and shall include a11 equipmexit, materials, testing and incidentals required to cornplete the work per the plans. ' 201D STREET RESURFACING SCOPE OF WORK Page 133 of 137 S 9/9/2008 Section IV — Tachnical Speci�cations 62 TREE PROTECTION 62.1 TREE BARRICADES A. A protective barrier shall be placed around all protected txees and palms priar 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 follovvs: 1. At or greater than the full dripline of all species of Mangroves and Cabbage Palms. 2. At or greater than the full dripline or all protected native pine trees and othet cozuifer species. 3. At or g,reater than two-thirds of the dripline of all oth�r protected species 4. At or greater than the iull dx�ipline of trees within a specimen tree staztd. B. Protective barriers are to be constructed using no less than two-inch lumber for upright posts. Upxight �osts are to be at least four feet in lengtlx witla a nninitnum of one foot anchored in the ground. Upright posts are to be placed at a maximum distan�e of eight feet apart. Horizontal rails are to be constructed using no ]ess than one incla by foux-inch lumber and shall be securely attached to the to� of the upright post. Th.e project City's representative rnust approve any variation from the above requirements. C. Whenever a protective bara'ier is required, it shall be in place until all construction activity is teriminated. The area vvithin the barrier lim�its shall rernain u.ndisturbed by any activity during construction. Native ground cover and understory vegetation existing vvithin the barriers shall remain throughout cansiruction. Exotic plant species may only be removed by rnanual 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 barnier, all surface foreign material, trash or debris shall be removed firom the area enclosed by the barrier, and after erection of the barrier no such material or litter shall be permitted to rernain 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 af trees protected by this section, and root pruning requirements shall apply to such trees. 62.2 ROOT PRUNING A. Where proposed construction inaprovements involve axcavatian and/or irnpacts to the critical root zone of protected trees, tlae Contractor shall be required to have an International Society of Arboriculture (ISA) certified arborist perfozm, or directly supervise root pruning to reduce the impacts of construction. T`he critical root zone is equivalent to the tree's dripline. Prior to any clearing, grubbing or excavation activities, the affected roots nn�ust be severed by clean pruning cuts at the point wh,ere grubbing or excavation im.pacts 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 eqwipment designed for tree pruning. Root pruning by trenching e�uipment ar excavation equipment is strictly prohibited. Roots located in the critical root zone that ve+ill be impacted by 1 1 ' ' ' , ' 1 1 1 1 , , 1 , ' 1 2010 STREET RESURF'ACING SCOPE OF WORK Page l34 of l37 9/9/2008 , 1 �� ' ' 1 ' 1 , 1 1 Section IV — Technical Specifications construction activities shall he pruned to a minimum depth of 18 inches below existing grade ar to the depth of the proposed. impact if less than 18 inches from e�cisting grade. Tirn Kurtz, Senior Landscape Architect is the City's Representative on Public Worlcs projects for root Fruning issues and can be reached at (727) 562-4737, or th�rough the construction inspector assigx�ed to the project. B. Root p�runing shall only be performed by or under the direct supervision of an International Society of Arboriculture (ISA) certified arborist. C. Any proposed mot 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 perforrned as far in ad.vance of other construction activities as is feasible, but at a minimum shall be perFormed prior to ANY impacts to the soil. Assaciated tree pratection measures should be irnplemented upon campletion 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 prux►ing 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 fram the trunk of the tree as possible. Root pruning shall be done to a minimum depth of 18" frana existing grade, or to the depth of the disturbance if less than 18". H. Root pruning shall be performed using a Dissocial Root Cutting Machine or equivalent. ' Alternate equipment or techniques rnust be approved by the City's representa.tive, px�or to any work adjacent to trees to be preserve�. 1 ' ' 1 ' ' 1 I. Root pruning shall be cornpleted, inspected and accepted prior to the comrnencemenC of any excavation or other impacts to the critical root zones of trces to he protected. J. Excavations in an area where root are present shall not cause the tearing or ri�ping of tree roots. Roots xnust first be cleanly severed prior to continuing with the excavation, or tunneled arownd to prevent damage ta the roat. K. Tree roots shall not be exposad to dryin� out. Root ends shall be covered with native soil or burlap and kept rnoist 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 pnuung requirement may be waived if the lines are installe� via tuzu�eling or directional boring as opposed to open trenching. fi2.3 PROPER TREE PRUNING A. All tree pruning ancVor root pruning on existing tree.s to remain shall only be performed by or under the direct supervision af an International Society af Axboriculture (ISA) certified arborist. Furthermore, a11 tree work shall confarm to the American National Standards Institute (ANSI) 2001, American National Standard for tree care operations — Tree, SY�rub and other Woody Plant Maintenance — Standard practices (prunin� ANSI A-300. , 2010 STREET RESURFACING SGOPE OF WOItK Page 135 of 137 ' G]L']t��i3 Section IV — Technical Specifications B. Proper pruning techniques for al.l lateral branches of protected trees are required. Flush cuts (pruning cuts that reznove the branch collar) and stub cuts (cuts that leave a stub on the tree) axe improperr techniques. Any protected t�ree that has been irnpropexly pruned will not be recognized as a tree left on the pzoject in a healthy growing condition, and will require replacement consistent with the current City Codes and Ordinances. C. No protected tzee shall have rn.ore than 30 pex'cent of its foliage rennoved. D. No protected tree shall be topped, hat racked or lion-tailetl. Any protected tree that has been irn.properly pruned will not be.recognized as a tree left on the p:roject in a healthy growing condition, and will require replacetx�ent consistent with the current City Codes and �rdinances. E. Tree Trunks and limbs shall be protected. 'The use of tree spikes or other devices that damage tnu�lc and bark tissue on p:rotected trees shall be prohibited. Any protected tree tt�at has been damaged in such a mannex will not be recognized as a tree left on the prroject in a lnealthy 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 pxoject information as: Projeet Narne & Num.ber, Seope description, Location, Schedule, and Praject Contacts. Note: Occasionally City modifies the general design af the City's Web Site, and the Engineer shall consult the City Webmaster for the current requirements, before designing ar updating the Project Web Pages. 63.2 WEB ACCESSIBILITY GUIDELINES Project Web Pages should conform to the W3C Web Accessibility Guidelines and US Section 508 guidelines whenever possible: htt�//www.w3.org/TR/ 1999/WAI�WEBCONTENT-19990505/ hrip://wwvv.section508.�ov/ In particular, use of variable-width tables, use;r-adjustableJrelative 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 Sur� and Waves loga should be used for everyday business, on all print and electronic material. It should be used on all internal correspondence, brochures, advertising, vehicles, appaxel arzd signage. It should be used only in the manne�r pxesented here, in the p;roportion shown here, with no alterations. Tt should not be condensed, lengthened, or othervvise distorted to fit a spaee. The logo is approved for use by eity departm.ents, and is not ta be used by outside vendoxs without the permission of the City Manager, Assistant City Manage�r or Public Communicatiaris office. Electxonic versions of the logo should be obtained from the Public Communications. This is for intern�al use only. 2010 STREET RESURFAGING SCOP� OF WQRK Page 136 of 137 9/9/2008 1 ' 1 1 1 C� 1 1 �� 1 ' , ' , ' ' ' ' 1 , Section IV — Technical Specifications ' 63.4 MAPS AND GRAPHICS Use of maps and graphics is recomzx�.ended to illustrate the project; only approved graphics ' should be posted to the Project Web Pages. 63.5 INTERACTIVE FORMS ' The site should also include an interactive farm or other options to allow Fublic's input sent back to the City regarding the Project. ' 63.6 POSTING 'The szte should be presented to the City's Webmastez �or review and posting to the City's Web ' Server. Posting of the Project Web Pages ta a diffez�ent than City's Web server, if approved, should be coordinated with the City's Webmaster for resolving all accessibility and conformity issues. ' fi3.7 WEB PAGES UPDATES Unless othearwise specified and agreed En�ineez is responsible for keeping the posted Web Pages ' up-to-d.ate, by sending revisions and updates through the City Project Manager to the City's Webmaster for posting. ' 1 ' IJ 1 ' ' 1 1 , 2010 STREET RESURFACING SCAPE OF WQRK Aage 137 of 137 9/9/2Q08 1 1 , ' �� 1 i 1 i 1 1 i i 1 i 1 i 1 1 1 _ ' 201U STREET RESURFACING CONTRACT ' SECTYON YV-A ' ADDITIONAL TECHNICAL SPECIFICATYONS ' Th�s sectxon xs to address specific project items for clar�fication: , ' Curb (Valley gutter, Modi�ied and Type l.) - Sid itern is for linear foot removal and replacement of existing cu.r-b as shown on City of Clearwater plans and specifica,tions job number 2010 0032. ' Contractor is to exhibit special care in removing curb and gutter so as not to damage the adjacent concrete flat work such as existing driveways ( cancrete or brick), arxd sidewalk where it abuts the curb. Unless otherwise specified the Contractor is to match the elevation of the adjacent flatvvork. To ' meet this constraint the Contractor shall vary the elevation of the bac�C of curb while xnait�tain a steady flow line grade as shown on the plan and profile. , On existing asphalt driveways the Contractor is to follow the City Standard Detail Index ] 01 2 of 2. The driveways will be cut back one foot behind the curb and the bid item for asphalt tannage will be used to backfill behind the curb with full depth asphalt. The cost of cutting the asphalt shall be absorbed , in the linear foot bid item far curb replacement. Sod - bid item is for squsre foot of sod. Contractor is to be paid far up to 2 square foot of sad per linear foot of ' curb replacement. Tn the event that the Cantractor �oes beyond this width then he shall bear the additional expense to restore all damaged sod. Contractor is to match sod type to the existing adjacent sod. ' Concrete driveways - This bid item is for removal and replacement of concrete driveway. Concrete driveways that are damaged prior to curb and gutter removal and replacement shall not be repaired and are the adjacent property owner's obligation. This bid item is to be used in locations where unforeseen ' circumstances may develop and the Contractor shall be directed by the City's Engineering Representative to perform this wor�C. , Concrete sidewallc - This bid itenn is for removal and replace.ment of cancrete sidewalk. Concrete sidewalks that are damaged prior to curb and gutter removal and replacement shall not be repaired and shall be repaired in ' the future by city crews or an a sidewalk cantract. This bid item is to be used in locations where unforeseen cucumstances may develop and the Contractor shall be directed by the City's Engineering Representative to perform this work. 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CORONET LA oi�wanr on Location Map: Hercules Ave between Gulf-to-Bay and Druid Rd 2010 Clearwater Street Resurtacing Locations � RD � H� bq a � oac cROV� oR C, GULF-Tb�AY �J JAFFA Pl � Bpsc�o x� 7 OROVENWp9 � �� MINNEOLl� I ( GLENMOOR LJ a�rw�oca � GLENMDOR R[ ST.CHARLES VV E 5cale:l" = 1000' Date: 618I�010 Grid #: Z98A ! 2988 1 ' 1 ' �� 3j e or�uro � a� ' � � 9a � CA1FU8 JAFFA R -- } FICAOEMY � � � � ' c e�scoM wnr � r-- � cou.�c�� pA � �' � '� � � � � aROVEwaoo � Ra � � u►uve Rm� os � � � ' � � � �` � 8 � MINNEOLA RD BURNICE QR GLENMDOR ' �� L CT �_^ � �yy4 / � `._.�� , a ' CORONE7 LA d1PLOMAt pp � w � � v�lVOV o ' _ � Ci a . 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[w1 �i- . - � _ •t�l, .. , x ' ��r' , �' �� `^ j, � ,,,, +. . . . . . .,. ...., , . ; . � . , . . . : _'� _ :°.�. r.• 'w.. _`.-. -.•' . ... _. .f_. = I'_'l�`. T' — `-E-�-.s�._ . . — _ _ — ._.._-- —__ _ . _ _z=�.:E._ '_—'.' . -._ �v-��_"_ __�—"� m�_.,�_::3 ��.._ _-.._ .� ...' .. r�64�._�.-r:ati�:. °' 1 ' � 1 1 ' ' 1 1 I�J 1 1 , �_� � ' , � 1 ' 1 1 ' 1 ' ' 1 1 ' 1 1 ' 1 ' SECTION V CONTRACT D�CUMENTS Table of Cantents: SECTIONV .................................................................................................................................... i CONTRACTBOND .....................................................................................................................1 CONTRACT......................................................... ..................................................................... 3 CONTRACTUR'S AFFIDAVIT FOR FINAL PAYMENT ..................................................... 6 PROPOSALB�ND ...................................................................................................................... 7 AFFIDA�VxT ................................................................•-----.................................---........................ S NON-COLLUSION AFFIDAVIT ............................................................................................... 9 PROPOSAL .................................................................................................................................10 CITY OF CLEARWATER ADDENDUM SHEET .................................................................13 SIDDER'S PROPOSAL .............................................................................................................14 SectionV Pagei ��,►5�a: �izvzoos , 1 1 1 , CONTRACT SOND STATE OF FLORIDA COUNTY OF P�NELLAS EOND NUMSER: 21SCSFK4351 KNOW ALL MEN BY THESE PRESENTS: That we R. E. PURCELL CONSTRUCTION CU., �NC. Contractor and HARTFORD F�RE INSURANCE COMPANY (Surety) whase home address is HARTFORD PLAZA HARTFORD CONNECTICUT 06115 ' HEREINAFTER CALLED THE "Surety", are held and firmly bound into the City of Clearwater, Florida (her�inafter called the "Owner") in the penal sum of: ONE MILLION FOUR HUNDRED EIGHTY-TWO THOUSAND SEVEN HUNDRED DOLLARS AND TWENTY-THREE ' CENTS ($1,482,700.23) THE TOTAL CONSTRUCTION COST WHICH INCLUDES ALTERNATES #2 AND #3 for the payment of which we bind aurselves, our heirs, executors, administrator� successors, and assigns for the faithful performance of a certain written contract, ' dated the�, day of`��rr,l�e,v , 2010, entered into between the Contractor and the City of Clearwater for: ' 2010 STREET RESURFACING PROJECT —10-0022-EN a copy of which said contract is incorporated herein by reference and is made a part hereof as if fully ' copied herein. NOW THEREFORE, THE C�NDITIONS OF THIS OSLIGATI�N ARE SUCH, that if the ' Contractor shall in all respects camply with the terms and conditions of said contract, including the one-year �uaxantee of material and labor, and his obligations thereunder, including the coz�tract ' documents (which include the Advertisernent for Bids, Form oi Proposal, Forr� of Contract, Form of Surety Band, Instructions to Bidders, General Conditions and Technical Specifications) and the P1ans and Specifications th�rein referred to and made a part thereof, and such alterations as rnay be ' made in said Plans and Specifications as therein provided for, and shall indernriify and save harmless the said Owner against and from all casts, expenses, damages, injury or conduct, want af care or skill, negligence ar default, including patent infringements on the part of the said Contractor agents ' or employees, in th� execution or performance of said contract, including errors in the plans furnished by the Contractor, and further, if such "Contractor" or "Contractors" shall promptly rnake payrnents to all persons supplying hizn, them or it, labor, rnaterial, and supplies used directly or ' indirectly by said Contractor, Contractors, Sub-Contractor, or Sub-Cantractors, in the prosecution of the work pravided for in said Contract, this obligation shall be void, otherwise, the Contractar and Surety jointly and severally agree ta pay to the Owner any difference between the sum to which the ' said Contractor would be entitled on the completion of the Contract, and that which the Ownez xnay be obliged to pay for the completion of said work by contract or otherwise, & any damages, direct or indirect, or consequential, which said Owner may sustain on. account of such work, or on account of ' the failure of the said Contractor to properly and in all things, keep and execute all the provisions of said contract. 1 Page 1 � 1 P U WER aF ATTQRNEY 1 Direct Inquiries/Claims to: THE HARTFORD BON�, 7-4 P.O. BOX 2103, 690 ASYLUM AVENUE HARTFORD, CONNEC�'ICU7 06115 call: $88-266-3488 or fax: 860-75i-5B35 KNOW ALL PERSONS BY THES� PRES�NTS THAT: A enc Cade: 21-222192 ' � Hartford.Fire InsuranCe Company, a corporation duly organized under the laws of thc Sta[e of Connecticul X� Hartford Casualty Insurance Company, a corporation duly organized under the la�vs of the Skate of lndi:ma ' � HartFord ACCident artd Indemnity Comp�ny, a corporatipn duly organized under the laws of the State of Connecticut � Hartford llnderwriters Insur�qce Company, a corporation duly organized under the la�vs of the State of Connecticut � 7win City Flre InsuranCe COmpany, a corporakion duly organized under the laws of tlie State of Indinna , � Hartford InsuranCe Gpmpany of Illlnpis, a corporation duly organized under the la�vs of tlie State af Illinois � Hartford Insurance Company of the Midwest, a corporation duly organized under tlie laws oF the State of lndi�ma � Hartford Insurance Company of the $putheSSt, a corporation duly organized under the laws of tlie State of Flarida 'having their home o�ce in Hartford, Connecticut, (hereinafter collectively referred to as the "Companies") do hereby make, constitute and appaint, up to fhe amaunt of unlimited: James C. Cange/io, Tom S. Lobrano lll, Tom S. Lobrano 1V, James N. Congelia of JacksonviUe, FL their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above, to sign its name as surety(ies) only as delineated above by �, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and ' execuiing or guaranteeing bonds and undertakings required or permitted in any actions or praceedings allowed by law. 1 1 1 In Witness Whereof, and as authorized by a Resoluiiah of the Board of �irectors of the Companies on January 22, 2004 the Companies hav� caused these presents to be signed by its Assistant Vice President and its corporate seals ta �e hereto affixed, duly attested by its Assistant Secretary. Further, pursuant ta Resolution of the Board of Directors af the Companies, the Companies hereby unambiguously affirm that they are and will be bound by any mechanically applied signatures applied to this Power of Attarney. ,�,rr 1\t �^ � � � ♦� � � ♦ ;r�.� e ; *�a..��.,<<� � *oer `,� � a ��af ,� � a �F � F �t S9S7 � • • `� �pE g• r �� : � � M p «�+.�r��,iv j ' ��rrM► •�:.,1�79 £ ° ID7� iF �?�;9t9 T. . ° � ► 1� � �y`•-.. ....-�� yy �••...w�r` �� .,.. • �w+i.__.�� '�4SN r � • • '�� hu�ari �pr�N' �• ...f �..4�l, ..y �.l�L�Iw.1rry�� Scott Sadowsky, Assistant Secretary ' S1�A1'E OF CONNECTICUT � �, Hartford COUNTY OF HARI'FORD w � � M. Ross Fisher, Assistant Vice President �n this 3rd day of March, 2008, before me personally came M. Ross Fisher, ta me known, who being by me duly sworn, did depose and 'say: that he resides in the County of Hartford, 5tate of Connecticut; that he is the Assistant Vice President of the Companies, the corporations described in and which executed the abnve instrument; that he knows the seals of the said corporations; that the seals affixed to the said instrument are such corporate seals; that they were so affixed by authority of the Boards of Directors of said corporations and that he signed his ' name thereto by like authority. e. ..� � • ;i 1 . •�,.,� . ,�� i:::�:��... Scoll E. Paseka Noiur�• Puhlic CF�TIFICATE My Commissian Expires October 31, 2012 I, the undersigned, Assistant Vice President of the Companies, DO MER�BY GERTIFY that the abnve and foregoing is a true and correct ' copy of the Power of Attorney executed by said Campanies, which is still in full force effective as of . $igned and sealed at the City of Hartford. � rv.� �� Sr� �� A�� °� q �� 't;.Ae� �; � ►a�r Sai , _ �� .�w"'fa�g�_ # n�0�" ' '� �� . � � • s� a • ��INF °,'t ti 9 p aP� '� 1�(1fN\ /,. "tyy�y��.� �4� 'i rD'' 9 � `'a� �A r �y f 29t9 + ,.: frl� . j� �"�`1�` � ; �4Ma1i 7 hnu�' �C• .... ,�" r ' �;.�,,�G,��;�.k. ��.. 1 Gary W, Stumper, Assisiart Vice President 1 1 � 1 ' 1 1 ' ' 1 ' 1 1 � 1 1 1 , ' Paving & Utility Contractors R■�. PURCELL 1550 S7ARKEY ROAD • LARGO, �LORIDA 33771 CONSTRUCTION C�. INC. (727) 584-3329 • FAX (727) 587-6560 • FAX (727) 587-6561 "An Equal Qpportunity Employer" AFFIDAVIT STATE OF FLORTDA COUNTY OF PINELLAS Before rne this day, personally appeared Larry Ban� who, being duly sworn deposes and says: That he is Assistant Secretary of R.E. Purcell Constructian Co., Inc., a corporation organized and existing under and by virtue af the laws of the State of Florida, and having its principal office at 1550 Starkey Road, Largo, Pineilas County, Florida. That he is familiar with the records, minute books and by-laws of R.E. Purcell Consiructipn Co., Inc. That Scott Williams is Vice President of the corparation, and is duly autharized to sigtx for said corporation by virtue of provision of by-laws. � arry ane, As � ant Secretary Sworn tp and subscribed before me this 12th day of November, 2010. �sE�.� ��:�::':a- RETTAJEAN CHAMB�RS :,� � °.` Commission DD 834345 �- ��"'T;�o;` Expires December 1, 2012 ^��'.�,;'r%r v;.' Eocd�A?q,�; 7rcr F;,in Incuranr,o L'00-38S7p19 �W� Personally Known OR Produced Identification Type of Identification Produeed -��,.��-P� .-- Retta� n Chambers, Notary Fublic ' � 1 1 , 1 1 ' , 1 , 1 ' �� ' CONTRACT �0�1'D (2) ,�nd tlte said Contrsctnr and Surcty hereby further bind thert�selves, their successars, e�cecutors, aclmirusirators, aucl assigns, joi�cly and severally, #hai t]iey will aiuply a�id fully �7rciteck t]7e saici Qwn�r a�autst, anii will pay fany and all amounts, damages, cos.t� a�cl jud r�nenl5 whicl� �r�ny H�e rc�cavered against �r which; thc Ownea• may be ealled upon to pay ta �ny perso�y or cr>iporation by reason of any damages �risix� .froxn. the pf:rformance of said wdxk, a: o� the repair or maintenancc lherf:of, r�r the rnannar of c�r,i��g tiie sa�ne or tlie ne�;lecf of the s�id Coiatractor or �his a�ents c7r serv�fs or the imprapar perform�ace ai the said warlc by tiae Cvritr�ctor ar his agents nr servants, or t�ie in�iilgEmcnts ot any patcnt ci�hts by xeasan of the use of any zr�ate-ial £urnisheti or work dane; rs aforesaid, or pth�ise. And the sai,d Cc�ntractor t�c� 5urety heraby further bind tlie�nselves, tlleir suceessors, heirs, exec:utors, administratprs, and �igns, joixxtly and severally, ta .x�pay t1Le �wner any sum which the Dwner rnay 6e cnm�ellai ta pay bccausv aP any lien far labar matGrial firrnished for the worlr, embraccd by said Cnntxact. And tbe sxid Sur�:y, for tl�� v�.�lu� received, la.ereby stipulates and agrees that na changc, C7C[6IL51011 l7� Hme, alteration nr utlditron ta the tc�ns of tlie contract or to tlie work to b�"p�rfoaned thercund4r or tlxc speciftcations acc:ompaxrying the same shal! in auy way aff�ct its ahligations on ihis l�ond, tmcl it does here�y waive notica af �ny suc;h �:l�i�e, e�teasion of tiu-ne, alt�rati�on or addition to the lerrsas �f tiie cc�ai�'sct nr tn khe wark nr tn the s�ifi�ations. IN TES'CIMONY W�iERE�F, witz�ss tii� hands end seals af the rts�rli.es hereto this � L d�y of 2,0/ O. R. E. PURCE C_ONSTRLTCTTON CO. I�MiC. C�NT OR By: ATTF,S : w��ss: 1 _�.,..�-�= a�� -- .- Debbie Jones ' ' ' ' C "l'LRSIGI'�ED. mes C. Congelio, Florlda Resldent /�q�nt p�g� z WARTFORD FIRE IN5URANCE COMPA�,IIf :, �]V� J � f - sy. , = �lt��EY-IN-T'ACT - Jamas C. Cangello �y� - ^�'' .. � �y, ,'" ��;++�iit::.J(�: �'°� � � � i'� ;�j . �: � �G�J N � -� �-, ,.�,w:�� . � '• ��,�'� �� r � ;r. � .'`✓ :r��' �rrr'�•��- y �`'�:.y,' �� ;�= :_,.; _ -ar �_ � °�� • �; ,�_,, q: w - �� u �.� � r W � ► , . , �',, .l"', �. �ia;5�r'�3", w � ti ' ..i��+� �� i CONTRACT This CONTRACT made and entered into this 7� day of , 20 t0 by and between the - ' City of Cleaawater, Florida, a municipal corporation, hereinafter designated as the "City", and R. E. PURCELL CONSTRUCTION CO., INC. of the City af LARGO, County of PINELLAS and State of FLORIDA hereinafter designated as the "Contractor". 1 WITNESSETH: ' That the parties to this contract each in cansideration of the undertakings, promises and agreements on the part of the other herein cantained, 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 aft�r 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 ' fallowing: ' ' 1 ' 2p10 STREET RESURFACING PROJECT (10-4022-EN) FOR THE SUM ONE MILLION FOUR HUNDRED EIGFITY-TWO THOUSAND SEVEN HUNDRED D�LLARS AND TWENTY-THREE CENTS ($1,482,700.23), A TOTAL CONSTRUCTION COST WHxCH ZNCLUDES ALTERNATES #2 & #3. In accardance with such praposal and technical supplemental specifications and such other special provisions and drawings, if any, which will be submitted by the City, together with any advertisement, instrur�tians to bidders, general canditions, proposal and bond, which may be hereto attached, a�nd 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 warkmanlike manner to the satisfaction of the City. ' Tf the Contractor should fail ta comply with any af the terms, conditions, provisians or stipulations as contained herein within the time specified for completion of the wark to be performed by the Cantractor, then the City, may at its option, avail itself of any or all remedies pravided on its behalf ' and shall have the right to proceed to complete such work as Cantractor is obligated to perfarm in accordance with the pravisians as contained herein_ ' TI3E CONTRACT�R AND HIS OR ITS SUCCESSORS AND ASSIGNS DOES HEREBY AGREE TO ASSUME THE DEFENSE OF ANY LEGAL ACTION WHICH MAY EE SROUGHT AGAINST THE CITY AS A RESULT QF THE CONTRACTOR'S ACTIVITIES ' ARISING QUT OF THIS CONTRACT AND FURTHERMORE, �N 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, C�STS OF SUITS, JUDGMENTS OR DECREES RESULTING FROM ANY CLAIMS MADE UNDER THIS CONTRACT AGAINST THE CITY OR THE ' CONTR.ACTOR OR THE CONTRACTOR'S SUB-CONTRACTORS, AGENTS, SERVANTS OR EMPLOYEES RESULTING FROM ACTIVITIES SY THE AFOREMENTIONED CUNTRACTOR, SUS-CONTR.ACTOR, AGENT SERVANTS QR EMPLOYEES. , Page �� t ' ' CONTRACT �z> ' �n addition to the faregoing provision.s, the Contractar agrees to confor�nn to the following requirements: In connectian with the performance oi wark under this contract, the Contractor agrees not to ' discriminate against any employee ar ap�licant for employment because of race, sex, religion, color, or national arigin. The aforesaid provisian shall include, but not be limited to, the follovving: , ernployment, up�'ading, demotion, or transfer; recruitment or recruitrnent advertising; lay-off or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Contractar agrees to post hereafter in conspicuous places, available for emplayees , or applicants for employment, notices to be provided by the contracting afficer setting farth 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 andlor worker's representatives, except sub-contractors for standard cammercial supplies ar 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 $1000.00 er da far each day that the work to be performed by the Contractor remains incomplete beyond the time limit specified herein, vvhich sum of $1000.00 er ' d� sha11 only and solely represent darnages 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 sunn. is not to be canstrued as a penalty but is only to be construed as liquidated damages far failure of the ' Cantractor to complete and perform all work within the time period as specifie�i in this contract. ' It is further mutually agreed between the City and the Contractor that if, any time after the execution af this contract and the su.rety 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 suxety ar , sureties upon such performance bond to be unsatisfactory or if, for any reason, the said bond ceases to be adequate in amount to cover the performance of the work the Contractor shall, at his or its own expense, within ten (10) days a#��r receipt of written notice from the City to do so, furnish an additional ' bond or bonds in such tertn and amounts and with such surety or sureties as shall be satisfactory ta the City. If such an event occurs, no further pannent shall be made to the Contractor under the terms and provisions of this contract until such new or additional security band guaranteeing the faithful ' performance af the work under the terms hereof shall be completed and fizrnished to the City in a form satisfactory ta it. ' 1 1 Page� � 1 ' �� , ' ' LJ�� 1 CONTRACT (3) IN WITNESS WHEREOF, the parties ta the agreement have hereunto set their hands and seals and have executed this Agreement, in duplicate, the day and year first above written. CITY OF CLEARWATER IN PTNELLAS COUNTY, FLORIDA By William B. Horne, II City Manager ' Countersigned: ' ' 1 1 , 1 1 1 ' ' r � By: Frank Hibbard, Mayor-Councilmember (Contractor must indicate whether Corporation, Partnership, Company or Jndividual.) (The person signing shall, in his own handwriting, sign the Principal's name, his own name, and his title; where the person is signing far a Corparation, he must, by Affidavit, show his authority to bind the Corporation). Page%5 ' yS�taF �C� �. � ��l l i Q � '� � �tt� �� O 9 � (Seal) Attest: ..�¢�e.�x. �a� Rosemarie Call City Clerk Assistant City Attarney . _ .. ....: - - - ..� (Contrac By: i J �,� : a- ; �,,"` ..1: ,�• . , ,, ' �' ` .J � . �� ' � , 1 1 ' STATE OF _ COUNTY OF ' , CONTRACT�R'S AFF�DAVIT FOR FINAL PAYMENT �,CORPORATION_ FORM) On tkiis day persanally appeared before me, the undersigned authority, duly authorized to administer oaths and take acknowledgtnents, , who after being duly sworn, deposes and says: That he is the (TITLE) of R. E. PURCELL , CONSTRUCTION C�. INC. a Florida Corporation, with its principal place of business located at 1550 STARKEY ROAD, LARGO, FLORIDA 33771-3116 (herein, the "Contractor"). , That the Contractor vvas the general contractor ur�der a cantract executed on the day af 20_, with the CITY OF CLEARWATER, FLORIDA, a municipal corparation, as Ovcmer, and that the Contractor was to pErform the construction of: ' 1 1 2010 STREET RESURFACING PROJECT —10-0022-EN That said work has now been campleted and the Contractor has paid and discharged all sub-cantractors, laborers and rnaterial men in connection with said work and there are no liens autstanding of any nature nor any debts or obligations that might become a lien or encumbrance in connection with said work against the described property. ' That he is rnaking this affidavit pursuant to the requirements of Chapter 713, Flarida Statutes, and upon c�nsideration af the payment of (Final Full Amount of Contract) in full satisfaction and discharge of said contract. 1 1 1 1 ' ' ' That th� Owner is hereby released from any clairn which might arise out of said Contract. The word "liens" as used in this ai�`idavit shall mean any and all arising under the operation of the Florida Mechanic's Lien Law as set forth in Chapter 713, Florida Statutes. Sworin and subscribed to before me This day of , 20 NOTARY PUELIC My Commission Expires: R. E. PURCELL C�NSTRUCTION CO.,_ INC. AFFIANT Page � � ' BY: PRESIDENT 1 1 1 ' ' ' 1 1 ' �� , � , ' �J �J 1 ' � PROP[))SAL B(,�ND. (Nat m'I�ss $ll�d out if a cetefied check is �ubmicted) ICNOWN ALL IIVIEN BY THiSE PRF�SFNTS: That we, the undersi�icci, R.E. PURCELL, CQNSTtiUCTiC1N CO. INC. es Pi1tiCIp81, 8nd WAR7Fd1iD FIRE INSURANCE COMPANY _ 88 $uMA.Y� Who's acldl'ass 15 Harlford Plasa. _ Ha�tfard, C7�dB11� � are ld and �.�1 � F,uu��tn tlte C.ity of C1�waCer, Florida, in thc suiu of Do)Lsgs ($142,1�`�i•(e�') (being a minicntun of 1 of Contrscto�s total bid amour:t for thc paymcc�t of which, wel! snd tnily to be madc, w� hec�ehy jointly and sev�rully binil o�u�scdves, nur I141C.y, e�xacutcxs, �chni�uxrr�ars, successors snd assigns. The �ondition ofthe abave oblig,�tion is sach th�t if the attache�d Proposal of R.�. PURCELL C_ONST_RU �.... �6Od �S: 1� � . _ __�... �.. ....__...._._— - NY xx CTION CO. INC. � as pciuci 1 a�ul NpRTFORp FIRE INSURANC� COMPA Sur work s - -- ---- � za�o sr�gr t�sv�Acn�rc �xo,tEC�r ia-ooaa��M all as stipulated in said I'�opossl, by do'tng a1] work incidcntsl thcreto, in accordance yirich thc glans and speci6cadons pmvlded he�eFar, all w�ithi�a Pia�es Ca�mty, is aoceptvc! amd the ac►�ract awurdexi t�, thu abovc na�u� l�idder, taid the �a.id hlddar shall wiWin ta3 days aiirr notice of said aw�tl �uta iuto a con.tr�ct, in writir�, gnd fanoish the rcquired Per�ort�x�nce nand with surety or s�uaties to be ap}novcd by thc G�h� Manag�r� this oWigation shali be void, atherwise the same �hell6e in fuq farce �uui vircue by Iaw end tfta ii]ll �unOUnC oi thi� Prvpo�l Bonc! wnq bn paid ta thc City � xtipulatncl ur liyu;ciuf�d ��_ Si�d this 14th day oi Oc�ober (Principal mast ind'lcatc wbet?ux caraaration, parr„e��sh;p, wr„p,n,y ar il�ivKlwii) rhe persc,n sigaing shali,;.0 his own h�dwriting �gt► the Pri�aaipel'� aemc, his own name ar�d his tid� � l�n �P,►�$ � a �tiun inuse, by si�davi� show his s+�►e�riry to bind the corpor�tion. Seuio,;v � ZQ �_� _.�. Peat 7 oF 14 Gorparation A.^._� R.E. PU�C CONSTRUCTI�N Principal C. ..---.. � _ i� � By: r�� {,,��5)��G+�'rr��1T i L��Y" r��S iC� N i H/1RTF�R URANCE $��ama4 . ortgello, Atlarner-In-Fact 8 Florida Rssldan! Agen2 IievirP.A' 1."1?!)IIUS � , 1 AFFIDAVIT (To be fi11ed in and exe.cuted if the bidder is a carporation) ' STATE OF FLURrDA ) COUNTY OF Pinellas ) ' � Larrv L. Bane__ __ _. being duly sworn, deposes and sa}+s that he/8d� is A�istant$CCtP�etyO� R.6. Purcell Construction Co. inc. a c�rporahon orgaiuzed and existauag i�ad� a�d by virtue of the L�ws of the State af Florida, end having , its principal of�ce at: 1550 Starkey Road Largo Pinellas FL S�ct & Number City County State �� 1 ' �I ' , 1 ' ' ' 1 Affisnt fiuther says that he is iatrvili�r with the reco�s, minute books and by-laws of I�.E. Purcell Constzuctian Co., Tnc. ___ ,_„ . (1�� 0� COrp01'StlOri) AfFlAlltfiuthel'88y8that Scott Williams 1& Vice President (�tFicet's Name) (Title� city of Cls�rwatar 2010 tieet of the coYporation, i� duly aiuthariz�ed to si�n the P'ropoa�l far Ra _ri��4w n.�a.�r i n_oes�-Ee.v ,,_ for said corporation by virlue of Provision of By-Laws (state whether a provision of by laws or a Resolution of th oard of Directors_ If by R utio 'vo date f on). A Bllt Larry B , Amat. Secretary Sworn to before rne this ia th day oF, qctober ,?A iv ' SectionV � ��011 DD 68q� � July 7, 2011 emo�a nN, ng,+a� ��w PH�s�ta �.. ' r VY I.._ 7^�� Notary Public Judith Lintus Tj�pe/print/stamp na�rn� af Notary �n6��:os� Tit1B or rank, and Serial No., if any Reviaed: 7/2?./x008 , 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ' 1 1'�O -C USIOI�I FID VIT �TATE OF FLORYDA COUNTY OF Pi��llas Sca�t Wil li.ams beita� first duly sworn, deposes and s�Y� �t �� is ice President o£ R.E. Purcell Construction Co. Tnc. � p�ty z►�ng the f��ittg propo�al or Sid; tt�at �uah �id is �nuiur�e and not oollusive or sham: t1�t �sid lridder is r�vt �cially i� ia or ot�wi�uu a�li�#ed in � bwgin�ss way with �ny other biidder on tha same ca�rfr�ct; th�t said �id�der bas zwt colluded, oan�p�d, cam�ived, ar agreed, directly ax i�tly, with �ny bidder� or Pe�'�on, t�o put in a�itarn bid or that such oCher persan shall refrain fro� bi�dding, �nd has not in Any manner. c�ir�d1Y ar indir�Y. soughe bY ag�n�t or callu�wn, or commu�nicatian or oor�er�nc0. with a�Y ��°n, � fix th�a bid price ar affiant or auy othea bidde�, or to fix any overhe�d, lxofit ar cast ale�� of gaid bid �p�ice� oc t�at of any othcr bidd�, or to secur� any adv�ge again� Ehe City af Cle�wa�er, Florid�, ar any pecao� oc Peraa�s int�ated iu ths proposed cot�ract; and ti�at all sta�na�ts cont�ined in �id prr�po�al ar bid are true; and furthex, th�t such bidder h� nut direcrly or indirectly submitt,od this bid, ur thc vontents kh�rcof, ar diwl�ed infncmatian or data relativ� thereto to aay associstion or tA any rnember or agent thereof. � Aftant Scott Williams, Vice Presiden" Swom tw and �ub�cxibed b�fore m� thi� �.4 t h day of �, oc t ol�e r _� 20 � o. .NJdTH L � � �- . ��Y Corr�� N Public E�gg ,1uly 7, 2011 �n,,,,nq,F,r,w.,,o•eroaeo-rm9 Judith Lintus ' SecbonV 1 P�age 9 at !A Rovlamd: 7�37�/�008 ' ' , 1 1 1 1 1 1 1 1 ' 1 1 1 1 ' PROPQS .�L (1) TO THE CITY OF CLEARWAT�R, �"LORXDA, f�nr 2010 ST�TET RE�URFACiNG �ROJECT 10-Op22-EN and doing such okher vvork iwcidental thereto, all in; accardan.ce with the contract doc:unnents, marked x010 3TREET RESURFACING PR�IJECT 1�-OU2�EN Eve�ry biddea' must take natic� af the fact tt�at even thwgh his �oposal be acc�pt�d and the documents signcd by the bidcler to whorn � award is made and by those official� aut�orized tu do so on behalf of the City of Clearwat�, Flozida, that no such av�+ard o� si�ing �hall be c�sidered a binding contract without a certi�icate from the Fineatce Director that fimtis are available to cov� th� cost of the work to be dane, ar withaut th� approval of the City Attorney as to the form and legality oF the contract and all the pertinent doauments r�lating tl�r+eto h�ving be� approved by said City Attomey; and such bidder is her�y charged with this natice. The sign� of the Pmpasal> as bidde�, alsa deol�res that the on1Y P�� 1�� m1�' or parties int�res�ed in th�is Propos�l, are named in this Prnposal, that he has carafiilly examined the Advercisemea��, Instivctions to Biddecs, Conh'a�t Speaific�ation�, Plans, Supple�xiental Specifications, General Conditions, Special Pnovi�i�, and Contrect Band, that he or hi� re�esentative has m�de suc1� im�esti�tian as is nece�sary to dcteamine t�e c�arac�ear areci gxt�t of We wark and he proposes and ag�ees that if the Proposal be acc�pted, he will conhac� with th� City of Clearwater, Flarida, in the form of con4ract; hereto annexed, to provide the ne�y lahor, nnaterials, machiner�, equipment, taols or apparaius, da all the work requir� to oarnplete the contract within the tim� m�nti4ned in the General Conditions and acoording ta the requirenneants of the Gity of Clearwater, �lozida, as hecein and hereinafter sot forth, and furnish t�'Le raquired sur�y taonds far th� %llowir� paic�s to wit: , Se�aionV 1 Page 10 of 14 Revised: 7!2?J2008 1 ' 1 ' 1 ' 1 1 1 1 1 1 ' 1 gROPOsAY= �� If the �oregoing Propo�al sb�tl be accepted by t�e City of Clearwater, Floxida, at►d thc under�igned shall fail to execute a setisFac�ory cantract es atated in the Adv�tisem�nt her��n attached, then the City may, a# its option deteimine that the undersigned i�as abaixlon� tlne cantract, and thereupan this Prnposal shall be null and void, and the c�ertifiari check or boc� a�ccompanY�B ��Ao'� �1 be forfeited to bescam� the property of the City of Cle�c�water, Flaaidey and th� £ull �rn�ount of aeid check shall be retained�by the City, or if the Propo�tal Bond be givea, the full amount of st�h botyd shall t� paid to the City as stipulated or liquici�.ted da�mages; otherwise, the bond or c�ertifed check acaompanying this Proposal, or the amount of said check, sha�l be redaned to the undersign�d as specited herein. ��h� $�� 1� a�� on Hartford Fire In�urance Co . gank, for the sum of One Hundred Forty- Two Thousand Six Hundred Fifty Three and 68/100 (�142,653.68 ) (being a minimum of ] 09�0 of Can�acto�s total 6id amaunt). The full names and resider� of a11 p�s �nd p�rtic� inteer�sted in the foregaing bid ars �.s follows: (If corpar�tioxa, give tha r�ames and addresses of the President �d Secretary. Tf �'irm or partnarship, the names and a�dresses of the members ar p�rtr►ers. Tl�a Hidd�r shall list nat only his nema but also the name of sny parson vvith whom bidd�r has any type of agreement whcreby such �son s ��v�ents, gnrichme�t, employmgnt or pos�ible benefit, whathe.r sub-cox►tract�r, materialman, agent, suAPlier, or employec is cantingent upan the award of the contract to the bidd�r). NAMES: ADDRESSE3: Raymond E. Purcell, President 339 Anclote Rd., Tarpon S rings, FL Carolyn L. Purcell, Secretary 339 Anclot� Rd., Tarpon Springs, FL Scott Williams, Vice Aresident 3017 Wiltan I,n, Valrico, �'I-� 3ignahane of Bidde�r: / L�_ ' c Williams, Vice President (The bidd� must indicate w}aethe� Ce�potation, Par�ip, ComPanY or Individual). ' 1 ' ' R,E, purcell Canstructian Co., Inc. is a Flarida Corpvrati�n 5edianV Pa�e I 1 oi 14 Revised: 7/2Z/2008 ' 1 ' 1 , � 1 1 1 ' ' 1 1 1 1 ' , 1 ' PROPQ3AL (3) Th� person si�ing shall., ixr t�e o�wn heudwriting. ai�► the Princapal's name� has owc� nama ar�d hi� title. Where the per�on sig�ing fcx a omrporatian is othec than the Pre�idant o� Vi�e-Pr�id�nt, he must, b7' affidAVit, show iris aiuthority, to bi� tha corporatian. p�ip�; R. urcell Gonstruc 'on Co., Inc. BY 'I1�1�: Scot� Williams Vice President Busi�ss Address ofBidder: 1550 _Starkey Road City atad State: La rgo , FL �p C� 3 3 7 7 B �� L Z � this � day �f , Oc t obe r � A.D., 20 10 . SCate ot Incorporation: �'larida SoctionV Pa�m 12 �f l4 R�vis�m�k T/2Z/ad08 1 1 1 1 1 , ' ' 1 1 1 ' 1 ' 1 ' 1 , ' CITY UF CLLARWAT ADDEND[TM SHEET �010 STREET RESi1RFACING PRUJECT 10-0022�EN Acknowl�ent is hereby made of the follawing adde�da received �ince issu�nce of Plans and Specifxcations. � a SedionV Ada�dum No. i nate: �/ 2 7/ 2 010 Add�dum No. 2 Date: 9/ 3 0/ 2 a 10 �►ddendum No. 3 Date: i o o e/ 2 0�. o Acid�n�durct No. Date: Add+�►dutn No. D�te: Addendw�a No. Dat�: Adderidum I�Io. Date: Addexudum No. Date: Adde,ndum No. Date: Addendum No. Date: Add�dum P1o. Date: Page t3 of la R.S.•Purce one ruction Co. Inc. $1C1 �C (Signature of O�cer) Sco�t Willi.ams Vic� Fresident (Title of Of�,ce�') OcCober 14, 2010 (Date) R��,�a: �n�rzane ' �J 1 ' ' ' 1 , �� 1' ' �J [J ' ' , ' ' 1 I 1 � . . � � � � � I 11��►1i BIDDERS F�OPOSAL SHEET (REVISED 9/30/10) �1'D ITEMS UN1T E�' �T TOTAL PRICE 1 FULL Wi DTH MiLLTNG (UP TO Z") SY 130,980 1. 4 3 � e� 3 D 1. 4 0 2 FULL W1DTH M1L,LING (2" TO 4") SY 24,860 �.. 66 $41, 267 . 60 3 ASPHALT CONCRETE R�SURF'ACING 1-1 /2" TYPE .1,N �,3 �Q 6 a. 4 s $ 4� s, 516 . 5 0 S-I � ASPHALT CONCRETE RESURFACING 1" TYPE -�-N 5,515 68. 65 S3�e, 604 . 75 S-Iii 5 MANHOi.,E RISER iNSTALLATiON EA 10 �.5� . oo S1, s�o . o0 6 PAVEMENT MARKiNG — CROSSWALKS (LANE) EA l24 3'r . io S§ , soo . 4 0 7 PAVEMENT MARK W G— STOA BARS (LANE) EA 75 2 i. a o S 1, 5 9 C. 0 0 8 PAVEMENT MARKING — R/FL CROSSTNG EA 4 io5 . oo $424 . 00 9 PAVEMENT MARKiNG — SCHaOL CROSSING EA 3 106 . o o S31 e. o 0 �� PAVEMENTMARKiNG--TURN, EA gp a6.5o Sz,�zo.00 STRAIGHT,COMBO ARROWS OR "ONLY" � � PAVEMENT MARK.iNG — DASHED WHITE, �,F 25,600 • 1 s $4 , 096 . 00 Y�LLOW OR DOUBLE YEL�.OW DASHED 12 PAVEMENT MARKING -- SOLiD WHiTE LF 17,220 • 22 S3 , 788 . 40 13 PAVEMENTMARKING—DOUBLEYELLOW I.F 12,835 .4C 55,134.00 14 PAVEMENT MARKING — SINGLE YELLOW �.F 12,SG0 . ao Sz, 5iz . o0 � 5 PAVEMENT MARKING — SOLiD HALF DASH LF 1,950 • 3z S�zn , o0 YELLOW 16 PREPARATION, INSTALi.AT10N AND L� � 2, 525 . 0 $2, 525 . oa MAINTENANCE OF PROJEGT SIGNS � � TEMPORARY PAVEMENT MARKING — DASH�D �F 25,bU0 . i6 � 0 96 .°° - WHITE OR YELLQW � � a TEMPQRARY PAVEM�NT MARKING — SOLID LF 17,220 ' Z 2 $ 3,� s s. 4 0 WHITE � 9 TEMPORARY PAVEMENT MARKIAiG — DOUBLE LF ] 2,835 ' 19 a,� 3$ �(os YELLOW 20 TEMPORARY PAVEMENT MARKiNG — SINGLE LF 12,560 ' z2 S2 , 76� . zo YELLOW 21 REM�VE AND REPLACE TYPE 1 CURB I,F 10p 46 . 0 0 $4 , 6 0 0. o 0 22 R�MOV E AND REPLACE VALLEY GUTTER CURB LF 6400 z 3. 9 0 $ � 5 z, 9 6 0. 0 C 23 REM�VE AND REPLACE MODIFiED CURB LF 826 23 . oo $�e , 998 . OC 24 REM�VE AND REPLACE SWAGE CURB LF I50 44. 5D $5, 675 . o0 �5 REMOVE AND REPLACE CONCRETE DRIVE SF 500 �.90 s�, 950. 00 APRON S I� NEEDED 26 AD]UST SANiTARY SEWER MAN HOLE EA Z 235. oo $4�0 . o0 Z� REMOVE AND REPLACE 4" C�NCRETE SF 500 B_ �o $� , 350 . o0 SIDEWALK IF NEEDED 28 SOD SF 72D0 -�o $�,oac.00 29 ADJUST STQRM iNLET GRATE & FRAME QNLY EA j 1055 . oo $�, 055 . DO SUB-TOTAL ITEMS 1-29 � � Yo 51 30 10% CONTINGENCY � � � • TOTAL BASE BID CONSTRUCTION COST q IN PR JE Page I of 4 , ' 1 ' ' ' ' ' 1 , ' ' , , 1 1 1 � � BTDiI�RS PROPOSAL SHEET T 1: CUI�TRACTQR RETAINS PROJECT 1VIILLINGS �T. �T TOTAL � �T TY. TtICE 3 I CONTRACTOR RETAINS MILLINGS 'iN 11,260 — 5• o a S 5 6, 3 0 0. o 0 BASE BID CONSTRUCTION COST ITEMS 1-29 SUB TOTAL A� � S _ . .... _ , -- � : - - 32 10°/a CONT(NGENCY � � 3 � � TOTAL BASE BID CONSTRUCTION COST Ik ALTERNATE 1 � • ►, 36t � r�{I . 93 � E nv ia �� a ofa ' 1 ' 1 1 ' 1 ' ' 1 � ' 1 ' 1 1 ' 1 1 L'IDDExtS PROPOSAL SHEET ALTERNATE 2: EXCALIBER DRIVE_ B1'D ITEMS �IT EST. UNIT TOTA I. QTY. PR�CE ;; WEUGE MILL UP TO 2" SY 570 8• 75 S4, 987 . 5U �4 ASP1-iALT CONCRETE RESURFACiNG 1" TYPE � g� 86.30 S5, �04 . o0 S-II C 35 RFMOVE AND REPLACE VALLEY G[JTTER CURB L.F. 105 26 -�o SZ � �8z - 50 3G REMUVE AND REPLACE MODiFiED CURE3 L.F. 210 38. oo $�, 980 . OU �� REMOVL AND REPLACE 4 FT. CONCRE"["E S.F. 86� �- oo S6 , 020 . o0 SiDEWALK 38 ROOT PRUNiNG L.F. 3Q is . oo $480 . 00 39 PAVL:M�NT MARKiNG — CROSSWALKS (LANE) EA 2 ao . oo $i6o . o0 40 PAVEMENT MARKING — STOP BARS (LANE) EA � 32 . oo $64 . 00 41 1 U% CONTiNGENCY $ 2, 9 3 7. B 0 SUS-TOTAL (TEMS 33-41) S 3 2, 3 y 5. e o TOTAL CONSTRUCTION COST ALTERNATE 2 $ 3 2, 315 . 8 0 2010 STREET RESURFACING PROJECT 10-0022-E BIDDERS PROPOSAL SHEET �'age 3 of 4 � � ' � � ' ' ' ' 1 , , � 1 , ' 1 1 � ALTERNAT,E�: SP 1�.5 ASPHALT CONCRETE CUUNTRYSIDE BOULEVARD aID I�L�11_��. UNIT 4� SP 12.5 A5FHA�.T CO?�TCRETE R�SURFACTNG iN .I.� PLAC� 1-1/2"COMPACTED__ LXj Es'r. �mir�r TY. PR10E 6,500 6a . zo Y C�7�.I�;aJ S4i7,3oo.00 � � �. T�TAL BASE BID CONSTRUCIiON COST ITEMS 1, 2 AND 4- Z9 $ � • CONSTRUCTION CO3T ITEMS 1, 2 AND 4- 29 d� ALTERNATE , , • 10% CONTiNGENCY � � «� TOTAL CONSTIxUCTiON CD5T ITEMS 1, 2 AIVD 4- 29 d� ALTERNA?E 3_.___,___-- �� 3�a� 533. �� C�NTRACI'OR: �• E. Puxcell Construction Cvmpany, inc . BIDDER'S TOTAL S , 1 39 �33 • 1� (N' `�La SID�R'S TOTAL $ Ox�� Million ,T�inrr Hundred Ninety-S�eK Thou�and -rt.►r� �+r�. S�irrt -f.ig►tit E'� Hundred Doll�ra and S' Cents ) ords) THE HIDDER'S TOTAL A�VE IS HIS TOTAL HID HASED ON HIS UNIT PA.�CFS AND LUMP S[7M PRICES AND THE ES'I'�MATED QUA1�iTITIFS REQUIRED. THTS FIGURE IS FQR Ir'FORMATION ONLY AT THE TIME OF OPENING �IDS. THE CITY WILL MAKE THE TA�ULATION FROM THE UNYT PRICES AND LUMP SiJM PRICE BID. IF THERE IS AN ERROR 1N THE TOTAL SY T�IE BIDDER, IT SHALL �E CHANGED AS ONLY THE UNIT PRICES AND LUMP SUM PRICE SHALL GOVERN. Page 4 of 4 � ,