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Home My WebLink AboutContract 55432��1 �`'l'f �A y'.' i- " '---r' . ` � �„� r� � ; � F��, u.i �, i` 1 G�G�,(� f ��, � �� _ �}� �� '�A'9 �1 e�'��8��&L`'81��- � �, �i'•" �'�� '"�° ��. . � . �� — � �� }�� -.i _ . ��T ��1�� 'O]l� �� s 1�'��Z'I�� F' LIT']["L]E �'OSSI� Cll2]E]EI� IIi�TE17C'E]P�['�� 11�I�2�2� IiD�IPF��V]ElVIEl�T — F�1�T 2A — L��'t�T��Il� � City ]Proye�tr l�To. �1�60-2A2 Betsy Price Mayor David Cooke City Manager Chris Harder, P.E. Water Director ��-e��-�d f��- 'l�'h� C��y �f ]�'�ri �'o�t�n �'��t�er� �e��trr�e�nt �C�(I�E��° �� Pme�pa r�cll ll�y: �I�TAI➢O �& �i�SO�IATES, �1��. 1F]L1�1VI P�1�. ]F'-4373 $ �.. � ;� .� �'. ,. �, �A�+lF7 � :�1A1�4�f�� ; �., .,. .�53 � 5..,.... :�� e � � 1212020 :+�: ��4[ -' �p��'��.�. a�t��, i'c�; i � � �� Qif ��t �f F�� I�r�t� � S�andard Cons�ructio�. Specification Documen�s Adapted Sepkember 2011 000000- � STANDARD CONSTRUCT30N SPECIFICATION DOCUMENTS Pagc 1 of 3 S�CiIOP! 00 00 04 TABLE OF CONTENTS Division 00 - General Condi#ions 00 QS 10 Mayor and Councit Co»nmunication 00 US 15 Addenda 00 11 13 Invitation to Bidders 00 2l 13 Instructions to Bidders QO 35 13 Conflict of Interest Affidavi# 00 �41 00 Bid Form 00 42 43 Proposal Form Unit Price OQ 43 13 Bid Bond 00 43 37 Vendor Comp�iance to State Law Nonresident Bidder 00 45 l 1 Bidders Prequaiifications 00 45 12 Prequalificatian Siatement 00 45 13 Bidder Prequalification Application �0 45 26 Contractor Compliauce with Workers' Compensation Law 00 45 �0 Minority Business Enterprise Goal 00 52 43 Agreement 00 61 13 Performance Bond 00 61 14 Paymeni Bond 00 61 19 Maintenance Band �0 61 2S Certificate of Insurance 00 72 00 Genera� Conditions 00 73 OQ Suppleme��tary Coiiditions Division O1 - General Requirements O1 I 1 00 Summary of Work O1 25 00 Substituiion Procedures 0 i 31 19 Preconstruciion Meeting 01 31 20 Praject Meetings 01 32 16 Co��struction Progress Schedule Ol 32 33 Preconstruction Video 01 33 00 Submittals 01 35 13 Special Aroject Procedures O 1 45 23 Testing and lnspection Services O1 50 00 Temporary Facilities and Controls O1 55 26 Street Use Per�a�it and Modifications io Trafflc Controi O1 57 13 Starm Water Pollution Prevention Plan Ol 5$ l3 Temporary Project Signage O1 60 00 ProcEuct Requirements 01 �6 00 Product Storage and Handling Requirements 01 70 00 Mabilizatior� and RemobiIization Ol 71 23 Construction Staking and Survey Ol 74 23 C1ean�ng Ol 77 19 Closeout Requiremenis Ol 78 23 Operation and Mainte��ance Data O1 78 39 Project Record Docuanet�ts CITY OF FORT WORTH LITTLE FOSSIL GREEK Ii�fTERCEPTQiZ (M-292) STANDARD CONSTKUC TION SPG'CI�ICATION DOCUMEN'I'S CFI'Y PR07ECT NO.O1960 Revised February 2, 201b 000aoo-2 S7'ANDA�2� GQNSTRUCTION SPECIFICATION DOCUMIiNTS Page 2 of 3 Technical Speciiications which have been modi�ed by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents: 33 3 l 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe Technical Specifications listed be[ow are included for this Project by reference and can be viewed /downloaded from the Cify's Buzzsaw site at: http�:/lprojec�point.buzz�aw=��n�lclient/fortv� orthgav/Resourcesl0�%�0- %?OC ons+�uckion° ��ODocuments/Specifications Division 03� - Existing Conditions 02 41 I3 Selective Site Demolition 02 41 14 Utility Removal 02 41 1 S Paving Removal Division U3 - Concrete 03 30 00 Cast-In-Alace Cor�crete 03 34 13 Controlled Low Strength Mat�rial (CLSM) 03 34 16 Concrete Base Matet'ial for Trench Repair Division 3l - Earthwork 31 i 0 00 Site Clearing 31 25 00 Erosion and Sediment Control Division 32 - Exterior Improvements 32 O I i 7 Permanent Asphalt Pa�ing Repair 32 I i 23 Flexible Base 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 32 13 73 Concrete Paving Joint Sealants 32 16 � 3 Concrete Curb and Gutters and Valley Gufters 32 92 13 Hydro-Mulclling, Seeding, and Sodding Division 33 - Uti[ities 33 O 1 30 Sewer and Manhole Testi��g 33 O l 3l Closed Circuit Tele�ision (CCTV) lnspection 33 OS 10 Utility Trench Excavatian, Embedment, and Backfill 33 OS 13 Frame, Cover and Grade Rings-Cast Tron 33 OS l7 Concrete Callars 33 31 13 Fiberglass Reinforced Aipe for Gravity Sanitary Sewers 33 39 I O Cast-in-Place Concrete Manhoies 33 39 20 Precast Concrete Manholes 33 39 30 Fiberglass Manholes 33 39 60 Epoxy Liners for Sanitary Sewer Structures Division 34 - Transportation 34 71 13 Traffic Control Appendix GC-4.01 Availabili�y of Lands GC-4.02 Subsurface and Physical Conditions GC-b.06 D Minority and Women Owned Business Enterprise CornpIiance CITY OF FORT WORT7I LITTL� FOSS�L Cn�EK INT�IiCEPTOR {M-292) STANDARD COI�lSTItUC'I'ION SPECfFICATION DOCUivICNTS CITY PROJECT NO. 01960 ]2evised February 2,2616 OU0000-3 STANDARD CONSTRUCTION SPEGIF[GATION DOCUMENTS Pagn 3 of 3 GC-6.07 Wage Rates END OF SECTION CITY OF FORT WOKTI I LITTLE FOSSiL CRE�K INTI3RCCPTOR {M-292) STANDARD GONSTKUC TION SPECIFICATIOIV DOCUMEN'I'S CI7'Y PltOJECT NO. 01960 Revised February 2, 201G Division 04 C��n�ral Conditions City of For� Worth, �Vlayor and DAiE: 02/16/21 Texas Council Communica�ion M&C FIL� NUMBER: M&C 27-�93� LOG iJAME: 60LFSfIM292P2A�2-MOUN�AINC 5 UBJECT (Haftom Ciiy Adjacent to CD 4) Authorize Execution of a Contract with Maunfain Cascade of Texas, LLC, in the Amount of $1,559,450.00 for fhe Liftle Fossil Creek Interceptor (M-292) Improvements Part 2A, Location 2, Pro�ide for Project Costs for a Project Tota1 in the Amount of $9,837,913.00, Adopt Resolution Expressir�g Official Inteni to Reimburse Expendffr�res with Proceeds of Futur� Qebt and Adopt Approprfation Ordinance RECOMMENpATfON: It is recommended tha# the City Council: 7. Authorize the execution of a contract with Mounfain Cascade of Texas, LLC, in ihe amoun# of $1,559,45Q.Q0 forthe Little Fossil Gr�ek Interc�ptor (M-292) Impro�ements Part 2A, Location 2 projecf; 2e Adopf #he attached resalution expressing ofFicial intent to reimburse expenditures with proceeds ofifuture clebt for the Little Fossil Creek Interceptor (M-292) Improvements Part 2A, LocafEon 2 project; and 3. Adopt the attached appropriation ordinanc� adjusting appropriations in the Water and Sewer Commercial Peper Fund by increasing appropriations in the amount of $1,837,9�3.00 in the Litfle Fossi] Creek Interceptor (M-292j Impro�emenfs Par� 2A, L,ocation 2 project (City Pro�ect No. C01960) and decreasing appropriations in the U�specified project (City Projec# No. UNSP�C) by the same amount. D15CUSSION: This projec# provides for fhe replaeement of a segment of the exisfing Fort Wortn Sanitary Sewer Main-292 beginning from a poir�f in Haftom City atfacent ta Council bistrict 4 loca#ed 31 p fe�t west and 730 feet norfh of the Fossil CreeklFiefd Street intersec#ion, then souther[y 730 feet to Fossif Drive and then easterly 9,500 feef to Kerry Lane. The project was advertised for bid on No�ember 12, 2020, and November 19, 202�, in the Fort Worth Star Te�egram. On December 1 p, 2020, fhe faliowing bids were recei�ed. Bidder Amount Time of Complefion Mounfain Cascade ofTexas, LLC $1,559,450.pp D� S alendar Y Wlliam J. Scf�ultz �nc. dba Circle C Gonstruction $1,585,660.00 � S.J. Louis Consfruction ofTexas, Ltd $1,800,363.OD�� Jackson Gonstrucfion, LLC $9,825,791.QQ l.� ._ In addition to fhe contract cos#, $200,49D.p� is r�quired for project management, inspection, and material testing anci $77,973.00 is pravided for project contingency. This project is anticipated io be included in a fufure re�enue bo�d issue for the Water & Sewer Fund. Avai�able casFt within the Water & Sewer portfolio and the City's porlfofio a[or�g wifh #he appropriation aut�ority autharized under the Ca�lable Commercial Paper Program (CI�) will be used to provide interim fnancing for this project unfil the debt is issued. Ta the exient resources other than fhe Water and Sew�r partfolio are used to pro�ide interim financing, the Water & Sewer Fund will be charged interest that is equivalenf to the overall rai� of refurn being earned by fhe City porifa[io (currently approximately .079 percen# annually for F'Y2020). Should the Cify's portfolio not support the iiquidiiy needed to pro�ide an interim s�ort-ierm financing source, another fundFng so�rce wil! be required, which cauld mean issuance of securities under the CP Program or earlier issuance af Wafer anc! Sewer re�enue bvnds than is currerttfy plannecf. Once debt associated with this project is sold, band proc�eds will be usect to reimburse the Water and Sewer portfolio and the City's por#folio in accordance wifh the attached reimbursement resolution. Appropriations for the Little Fossil C�eek �ntercepto� (IVI-292) Improvements Part 2A, Location 2 ar� as depicted t�elow. Sewer Capi#al $3,874,193.00 $Q.OD $3,874,193.QQ Legacy - Fund 59607 W&S Cpmmerclal $O.OD $1,837,9�3.OD $1,837,913.p� Paper - �und 56019 ProjectTota[ $4,Q34,312.00 $1,$37,913A4 $5,872,225.00 *Numbers rounded for pre5entafion. This proje�t wil[ ha�e no impact or� the Water Departmer,t's operating budget when completed. M/W8� OFFICE: MountaiR Cascade of Texas is in compliance with the Cify's BDE Ordinance by committing to 25 percent MBE participation on this project. The Ci#y's MBE gpal on this projec# is 96 percent. This projecf is �art af fhe Wat�r Depar#ment's Sewer Qver�ow Initiative Program. The projecf is IacatecE in HAI�TOM CfTY ADJACEN� �O COEJNCIL DISTRICT 4. FISCAL INFOEiMATfON 1 CERTIFICATION: T�e Directar of Finance cerfiifies that upon approval of iF�e above recommendations and adoption of the attached appropriation ordinanca, funds wilE be a�ailable in the W&S Commercial Paper Fund for t�e Little Fossi! Creek Intercepto project. Prior to any expendifure being incurred, ihe Watar �epartment has the responsibility of veriiying the a�aifai�ility of fur�ds. Submitted for C�t Mana er's Office b: Dana Burghdof€ 8018 Ori inatin 8usiness Unit Heaci: Chris Harder 5020 Additional Information Contact: Walter Norwood 5026 � 0 r � � � N � N b N � � N � � � i N Y ry z n � � y :� � � Si n In �forrie l.egislation Calendar City Council De�aartments r. � � �' Sfnare' ^ -I�S� _a Al�rts Detaiis Fiie #: Type: Fiie created: On agenda; keports TtEe: Attachment5: History {1} 1 record Date Ve: z/z3l�oz1 � iext Group Export Aetion By cmr cou�vcz� M&C 21-flJ.30 Version: 1 ��; Award of Contract Consent Status: Passed zl ��-12�2� In control. �.`ITY COUNCIL 2/16/202� Final action: 2/23/2D21 (Haltom City Adjacent �o CD 4) Authorize Execution o� a Cantract with Mountain Cascade of Texas, LLC, fi�he Amount of $�.,559,45Q.00 for the Litkle Fossil Creek Zntercep�or {M�292} Tmprovernenis Part 2A, L�cation 2, Provide for project Costs far a Project Total in the Amoun� of ��.,837,913A0, Adopt Resolu�ion Expressing Officiai �ntent to Reimburse �xpenditures with Proceeds of FutUre Debt and Addpt Appropriat�on Ordinance �. M& -0]. , Z. OLF I 2 2p2AL -MO N!'� NC R i b R I'. df, 3. 60LFSIIMZ�2P2AL2-MOUNTAIIVC 5601.9 A021{R3�.pdf Action ResuE# Action aetaifs Meeting Details Video Approved Action de�ails Meetinc� d�tails Not available [?etails P!!C �' TypE; Titls: Mover: Res�lt: Agenda npt�e; Minutes note: Ac[ion: Actlon Lf xt: M&C 2l-Of30 Versbn: 1 Award of Conhact Cpnsent (Haltom Ciry Ad1�Cent to CD 4) Authprize Execution of a Contract with Mountairt Cascade of Texas, LLC, in the Amount oF $1,559,459.00 For tha �itEle Fassil Creek InCerCeptor (M-292) Improvements Part 2A, LoCation 2, ProWde for Project Costs For a Project Totaf In the Amount of $1,937,913.00, Adopt Resoiution Expressing Official Tntent to Reimburse �xpenditures with Proceeds of Future L7ebi and Adtipt AppropriaYion Ordin�nce StwndEr: Approved M&C and Resolation No. 5345-QZ-202J. and Appropriatipn Ordinance hlo. 24715-02-2021 were approved on 2/23/Z021 (meeting rescBeduled from Z/16/2021 due to weather}, Ca�h�n[ votes (QQ} 0 records Mo r�wrds to �isplay _ Vate 000s�o-� MAYOR AND COUNCIL COMMUNICATION (M&C) Pagc 1 af I SECTiON 00 0� 10 MAYOR AND COUNCIL COMMUNICATION (M&C) See following three pages. END OF S�CTION CITY OF FORT WQRTH L17"I'LE FOSSIL CREEK ]NTERGEPTOR (tvi-292) STANDARD CONSTR[1C TION SPECIFICATION DOCUM�NTS C1TY 1'ROJECT [VO. 01960 Rcviscd Pebniaiy 2, 201 G OOOSlS-t ADDENDA Pagc 1 of 1 SECTION 00 OS I� ADDENDA See attached Addenda 1, 2, and 3 END OF SECTION CITY OP PORT WORTI-T LITTGI; FOSSIL CREEK INTERCEPTOR(M-242) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS C1TY PROJ�CT NO. 01960 Revised July 1, 2011 ADDENDUfN NO. 9 70 CONTRACT DOCU{�AEAiTS A�3D SPECIFICATIO�S FOR CITY QF FORT 1NORTH Litfie Fossii CreeEt #nterceptor (M-292j Improvement -� Aark 2A -- Loaatian 2 Cily Project iVa. 0996Q-2A2 Addendum Release �ate: Novemher 25, 2020 Bid Received Date: Qecernber 10, 2D20 This addendurn forrr�s parl ef lhe oontracl documents referenced a�ove and madifies the ariginal Contract Do�umenis. AcknowEedge receip# of fhis acEdendum by signing and a#tachirog it ta 1he Contract Dacumants {inside co�er}. Naie recaipf of the Addendum in the Bid Propasal and on the outer envelope of yaur bid. TO: PROSPECTfVE BIDDERS AND PLAN HOLD�F2S The Plans, Specificafions, and Conlract �ocuments shall be modified as required by the f�llowing iiems: Item 1-1 ClarificatEon: A Fo�der has been adde8 to City of �ort Worth buzzsaw for Plan Holder regisiratian at the �ink beEow. .klji..� '�.�_ "_ _ _ ..._.11[... a. ' a - - - i. � - - Q.�' — - . ! ^1M ._� ��``_��i.n �v'i�i� Ifem 7-2 Specifications, 0017 13 INVETATIOiV TO BIDDERS. DELE7E phnne number provided for Walter Norwood En IIVQUII�IES and replace it wit� 817-392-5026. te -3 The OPCC for this projec# is $1.3M. I#em 1-4 Specifications, 00 A�2 43 PROP05AL FORM. DELETE #his section in its entirety and replaced as shown in {ATTACHMENT ADi-1) Item 1-5 Plans, SheeE 2 SAiV1TARY SEWER LINE PLAN AI�D PROFlLE; DELETE this sheet in its entirsiy and rsplaa� 9t with the attacl�ed sheet (ATTACHMENT AD9-2). Item 1-6 Plans, Sheet 12 CIV1L DETAfLS: DELETE ihis sheet in its entirety and repEace it wifh the aiiachecf sheeE (ATTACHMENT AD4-3j. CITY OF FORT WARTH I�ItUe Fossll Gr�ek Intemeptar(M-292) Improvamerd—Part2A—Lacation 2 Ciry ProJeat ho. Q18Bo-2A2 ADDENDLIM 1- PAGE � 1#em 1-7 Ciarif�cation for questions asked during pre-b€r! mee#ing on �lovember 24, 2020. 9. 5fd .MH'S will be used; �ype A NiH's are not required. 2. 5ewer services are cannected #a ihe parallel main owrrad by Hal�om. 3. B€d �tem 41, SewerAbandonment �est Hole, it to verlfy thaE grout i�as filled the extsting maln after abandonment. �4. The Fina! bac�CFill o�er the pipe wifi be "Acceptable" backfill at dapth's less than 95 feet per the spec's Item 1-S �xcept where noted otherwise in plans ar� specifications, ihe fnal baclsfilf will be "Acceptable Backf+IP' Please acknowledge receipi of t� Addendum in Ehe following locat�ons: 1) In the space pro�ided bafow. .2) f n the ProposaE — Unft Bid Prica. 3) indicete in upper case fe#fers on the outside af the sealed bid enve�ope: "R�C�IV��3 8c ACKNOINL�DGED ADDENL7UM N0. 1" Faiiure to acknowiadge #he receipt on Adrlandum No. 9 could cause the subjeck bidder to ha considered "NOiV- R�SPONSiVE", resulfing in disquallfication. A signed copy af ihis addendum shall be placed into Ihe propasal af ihe lime of btd subrniftal. All Items �n con#Ifct wlth this addendUm are hareby delsted. TH15 ADQEN�UAA 15 M/10E PART �F THE SPECEFICATIONS ANQ CONTRAGT pQCUMENTS AN[3 SHALL BE ACKNQWLEDGED ON TFfE PROP05AL AfJ� OiU THE BID ENVELOP�. CRfADO & ASSOCfATES, IiVC. By: �a�ic! B. �lawkins, �'.E. November 25, 2D20 a'� � a1��f�fi��i�a��s��l� �av��,�, r-�v .:...,.�.,.... �. 6�37i WATEI� DEPARTMENT pIR�CiOR Ch]RIS HARIaER� f � '� 1 g,.�. -. �- �:l� Y� —�` � Tony 5holofa, P.E. Assistar�t Directar (Waier Dept.} Receipt Ackn� Jdged: �, Sy: � �'� Vice Pr�sident Title MoUn#�in_Cascade of Texas, LLC Company Cl'FY OF FORT WOftTH Litlls Foas3i Creak Inlerceplor (M 292) Improvement— Part 2A-� Locatian 2 City Projeci No, d1960 2A2 AD�ENDUM 1 � PAGE 2 ADDEPfpUM Na. 2 TO CONTRACT DOCUMEiVi5 AND S�ECIF�CATlONS FOR ci�v o� �o�� wo�rw L1#tis �ossll Creek Interceptor (M-282) improvement— Part 2A — Location 2 City Project No. 01980-2A2 Adder�dum ReEease Aate: Dece�nber �i , 2020 8id Fteceived Dafe: December'10, 202U ihis addendurn forms part oi the cantracf documenfs refere�ced ab�ve and modi#ies tt�e origfnal Contraci Daaumenis. Acknowfedge receipt of ihis addencEutn by sigpir�g and atfaching it to the Cantract Documents (inslde cover). Nate recefpi of the Addendum in the Bfd Proposal and on the a�ter envelope of yaur bid. 70; PRpSP�CTIV� BID�Ei�S AND PLAN HOl�DERS The P�ans, Speciffcations, and Conlract pocumenfs shafl be modified as required by fhe follou�ing items: Ifem 9-7 Clarffrcalion: A Fafder has been added ta City af Fart Wo�th buzzsaw for Plan I;older registra#ion a# the link below. Bid f�ocuments and Addenda �older , _ � �_ -�--_�==_��r,•��r�r=;:-�-,�-:s:��'�} �u��St��,. Arldenda �aJder hr_�'.:<�" : ��t��'��4wFr1�+�r.,�'�.�•��'��-s�l��R�27�i Please acknow�edge receipt of ihe Addendum in the fallawing laaafions: 9) In 4he space provided be{ow. 2) In ihe Pro�osa� — Unif Bld Price. 3) fndicate fn uppeT case fetlers on the autside of ihe sealed bid envelope; "RECEIVED &AGKNOEl1lLE�G�[] ADDENDUiV� t+i0. 2" Failure to ack�owlecEge ihe receipt on Add�ndum No. 2 could cause ihe subjec# pidder to be consiclerad "�lON- RESPDNSfVE", resulting in disqualif)cation. A sig►�ed copy of ihis addendum shall be placed inio 1he proposal at #he iime of b�d subrrEitfal. A!I ltems in conflic# with thfs addendurri are hereby cfeleEed. TNIS AD�E�fDE1M IS MADE PART DF iHE SPEC1FfCATIQNS Ai�l17 CON�fRACT DOCUMENTS AND SFfALL BE ACKIVOWi.EDGED ON TFiE PROPbSAL AND Ohi �'HE BiD ENVE�.OP�. CRIADO & ASSOClA'f�5, Ii�C. R�ceipt Acknowle�e� s. ._„f � � �• �- �y � ' ./` } ��`� 8y: _ �,�� .. -�-.- � , .- Title:. Vice Px•esidenk_ __ WA7�R DEPARTMENT DIRECTOR CHRIS HARD�R, P.� ~ , i � By: ' }'�r �"r-��_____._ Tony Shofola, P.�. Assistant Director (Water �ept.) Com�any: Mauntain Cascade of Texas, LLC CITY 4F �ORi WOft7i-I LEIUe Fossil Creek Inlercepiar (M-292) Improuemeni -- Part 2A — LocstEan 2 Cfly �roject No. 01860-2A2 ADDENDUM 1- pAGE'! ADE]EPlDUM i�0. 3 �� CONTRACi �OGUI6I�EPliS �Np SF�EC1FfCAiIONS FOI� C3TY O� FORi WOfi7H Little �ossif Greek Interceptor St4f�-292) Irr�provemant — Part 2A — Loca#inn 2 Cily Project Na. 01960-2A2 Addendum Release Dats: Decembe� 8, 2020 Bid Received Date: pesember 1�, 2020 This addendum farms parf of the contraci documenfs reterenced above and modifies ihe originaf Contract Docurr�ents. Acknawledge receipi of this addendum by signing and aftaching �i to the Coniract �3ocuments (inside cover). Note receipt of the Addencfum in the Bid Proposal and on the outer envelope of your bid. TO: PR�SP�GTIVE BfDDERS AND pLAN HOLD�RS Ths Plans, Specificatians, and Contract Documents shall be rr�odited as required by #he following iterns: I#em 3-9 Specifications, 00 42 43 PROPOSAL FORM. �ELETE ihis section in its entiraiy and replaced as shown in (ATTACMMENT AD3-1) �em3-2 Specafcatians QA 41 0� Bid Farm, 3.0 Prequaiification . Repface C. Asphalt ancE concrete Pavemenf Repair, v,ri4h G. Asphalt Pa�ement pa�ing Repair (Less than 1 S,OOU SY) & Concrete Paving Repair (Less Than �E5,000 BY) tem 3-3 Clarificafions: Question: "Wifl there be CSS backf[il required from the pipe envelope up io the paving subgrade?" Response - Yes, as noted on the pla�s ai the Haltom Rd, i�terseciion. Question: "Will Type A Manholes be permitted?" Response - Yes, sxcept at the Haltom Rd, Intersection where we have loca! fnes connecting. Question: "Can you pro�ide a detail for the Fiemote Vertical Ver�t Station?" Response �iefer to detail pravi�ied in ihe Plans. QueStion:" Is the barbed wire fence item meant for the temporary fencing?" Response -Barbed wlre feneing is used fnr permanent and temporary fenaing. Please acknowledgs receipt of the Addend�m in ihe follawing locat�ons: i) Ir� the space pravided belaw. 2) In the ProposaE — Unit BEd Price. 3) Indicate in upper aase fetiers on the outside of the sealed bid envelope: "��CEIV�� 8c l�CKE�OW��1G�D AC)!]L�PIDUf�9 PlO. 3'= �ailure to acknvwledge the receipt on Adrlendum No. 9 could cause the subJeei bidder ta be considerecf "iVON- RESPONSIVE", resuiting in disqualificatian, A signed capy of fhis addendum shall be placed inta the praposaE at ihe time of bid submittal. All Efems in conflict with ihis adciendum are h�reby deleted. CITY O� FORT WOR7M Liple Fossil Creetc Intaroepior (M-292) improvement— Part 2A — l.ocatfan 2 Clfy ProJect No.0196D-2A2 AD�ENDUM 3— PAGE 1 THIS ADOENAUM IS MADE PART QF TH� SP�CIFICATIONS AND CONTRACT DOCUNiENTS ANp SFEA�.�. BE ACKNOWLEDGED ON THE PFtOP05AL AND p!V i'H� BID �NVELOPE. CRIADO & ASSOCIATES, INC, �� 8y. �� David 8. Hawicfns, P.E. becember 8, 2020 WAT�R DEPARTM�Ni D1R�C7QR CHRlS HARDER, P.E �y. �_� ; , � . „� -� '.�� : r, : Tany Shalol��P.�. Assisfant Dira�tar (WaEer Dep#.) Receipt �I�nowledg� _ r By. _�' - -,. �=��-�� Vice President Title Mountai� Cas�ade _of Texas, LLC Cor�pany C17Y OF FOftT WORTH LilUe Fassll Cresk Interceplar (M-292� Impro�emenl — Parl 2A — La�eioon z City Pfojdci Mo.01860-2A2 ADDENDIJM 3— PAG� 2 00 11 13 INVITATION TO BIDD�RS Page 1 of 3 SECTION DO i1 13 1NVITATION TO BIDDERS RECEIPT OF BIDS Due to tlie COV1D I9 Einergency declared by the City of Fort Worth and until the emergency declaration, as ainended, is rescinded, sealed bids for tl�e constrEiction of Little Fossil Creek 3nterceptor (M-292)-Part 2A — Location 2, City Projeci No. 01960 ("Project") and wilI be received by th� City of Fort Worth Purchasing Office until 1:30 P.M. CST, Thursday, DECEMBER 10, 202Q as furtl�er described below: City of Fort Wort�i Purchasing Division 200 Texas Street Fort Worth, Texas 76102 Bids will be accepted by: 1. US Mail at the address above, 2. By courier, FedEx or hand delive�y from 8:30-1:30 on Thursdays only at the Sonth End Lobby of City Hall located at Z00 Texas Street, Fprt Worth, Texas 76102. A Purcliasing Department staff person will be available to accept the bid and provide a tiine stamped receipt; or 3. If the bidder desires to submit the bid on a day or time other than the designated Thuxsday, the baddez- must contact the Purchasing Department during normal working hours at 817-392-2462 to make an appoiniment to meet a Purchasing Department employee at the South End Lobby of City Hall located at 200 Texas Street, Fort Worth, Texas 76102, where the bid(s) will be received and time/date stamped as above. Bids will be opened publicly and read aIoud at 2:00 PM CST in the City Council Chambers and broadcast tluough live stream and CFW public television which can be accessec� at httta://fortworthtexas.�or+/fwtv/. The general public will not be allowed in ihe City Council Chambers. In addition, in Iieu of deli�ering completed MBE forms for the project to Che Purchasing Ofiice, bidders shall e-mail the completed MBE forms to the City Project Manager no later tlian 2:OQ p.m. on the second City bUsiness day after the bid opening date, exclusive of the bid opening date. GENERAL DESCRIPTION OF WORK The znajor work will consist of the (approximate) following: 24 LF 12-inch Sewer Replacement �y Open Cut 2,400 LF 36-inch Sewer Replacement by Open Cut 2,000 SY Concrete Pavement Replacement 1,844 SY Asphalt Pavement Replacement PREQUALIF1CATlON The iinprovements included in this project anust be perforined by a contracior who is pre- Q�alified by the City at tlze time of bid opening. The procedures for qualification and pre- qualificaiion are outlined in the Section 00 21 13 — INSTRUCTIONS TO BIDDERS. C1TY OF F012T WOIiTH LITTLE FOSSIL CREEK INTERCrPTOR (M-292) STAN➢ARD CONSTRUCTIQN SP�CTFICATION DOCUM�NT CITY PROIECT NO, p1960 Temporarily Revised April 6, 2020 due to COVID 19 E�nergency 00 11 13 13VVITATION TQ BIDDERS Pagc 2 of 3 DOCUMENT EXAMINATION AND PROCUREMENTS The Bidding and Contract Documents may be exainined or obtained on-line by visiting the City of Fort Worth's Purchasing Division website at r�: `��,.:�;,rthcexa�.�orrpnrc��a�: .�iand clickin� on the link to the advertised project folders on the City's electronic docu�n�nt management and collaboration system site. The Contract Docuinents may be downloaded, viewed, and printed by interested contractors and/or suppliers. Bid Documents and Addenda Folder h��ps.�,doe.�.b�o��aui•�d�_k.�•�� =s.� ..z�: �._r�., �..��i_z=9G..:a�r�r. �gEa�a1 Addenda Folder ht+ps.;idocs.b380.QutocSas� com;,hdre�82e5c3a6-b865--+Oc5-89f6-2e22f63f86a � Copies of the Bidding and Contract Docu�nents may be purchased fi om: Criado Associates, Inc. 4100 Spring Valley Road Ste 1041 Dallas, TX 75244 972-392-9092 The cost of Bidding and Cont�act Dacuments is: Set of Bidding and Contract Documents with full size drawings: $100.00 Set of Bidding and Contract Documents with half size (if available} drawings: $SQ.aO PREBID CONFERENCE A prebid conference may be held as discussed in Section 00 21 13 - INSTRUCTIONS TO BIDDERS at the following date, and time via a web conferencing application: DATE: November 24, 2020 TIME: 10:00 AM If a prebid conference will be held anline via a web conferencing application, invitations will be distributed directly to those who har�e submitted Expressions of Interest in the project to the City Project Manager and/ar the Design Engineer. The presenfation given at the prebid conference and any questions and answers provided at the prebid conference wiIl be issued as an Addendum to the call for bids. If a prebid conference is not being held, prospective bidders can �-anaiI questaons or commenis in accordance witka Section 6 of tl�e Instructions ta Bidders referenced abave to the project manager(s) at the e-mai� addresses listed belaw. Emailed questions wiIl suffiee as "questions in wriiing" and the requireinent to formally mail questions is suspended. If necessary, Addenda will be issued pursuant to the Inst�•uctions to Bidders. CITY'S RIGHT TO ACCEPT OR REJECT BIDS City reserves the right ta waive irregularities and to accept or reject bids. AWARD City will awaa-d a conh-act to the Bidder presenting the lowest price, qualifications and competencies considered. INQUIRIES CITY OP FORT WQRTH f,1TTLE FOSSIL CR�EK fNTBKCEPTOR (M-292) STANDARD COIVSTRUCTION SP�;CIFICATION DOCUMENT CITY PROJECT NO. 03960 Temporariiy Revised A�ril 6, 202� duc lo COVIDI9 Emergency 00 11 l3 fNVl'FAT10N TO BIDUBRS Pagc 3 of3 AlI inquiries relati�e to this procurement should be addressed to the following: Attn: Wa�ter Norwood, P.E, City of Fort Worth Emait: Walter.Norwood@fortworthtexas.gov Phone: 817-392-2387 AND/OR Attn: David B. Hawkins, PE, Utility and Infrastructure Group Manager Email: dhawkins@criadoassociates.com Phone: 469-547�6072 EXPRESSION OF INTERSEST To ensure bidders are kept up to date of any new infonnation pertinent to this project or tlie COVID19 emergency declaration, as amended, as it may relate to tlus project, bidders are req�ested to email Expressions of Interest in tliis procurement to the City Project Manager and tl�e Design Engineer. The email should include the bidder's company name, contact person, that individuals email address and phone number. All Addenda will be distributed directly to those wl�o have expressed au interest in the procurement and will also be posted in the City of Fort Worth's purchasing website at �� ;::�r.-.�r��t�--�� -=-i�::.::haeir.�' PLAN HOLDERS To ensure you a�•e kept up fo date of any new information pertinent to this project such as when an addenda is issued, download the P1an Holder Registration form to your computer, complete and email it to the City Project Mana�er or the Design Engineer. The City Project Manager and design Engineea� are responsible to up�oad the Plans Holder Registration form to tlle 1'lan Holders folder in BTM360. Mail you�• completed Plan Holder Registration form to those listed in INQUIRIES above. ADVERTISEMENT DATES November I2, 2020 November ]9, Z020 �ND OF SECTION CITY O�' PORT WORTH LiTTL� POSSII, CREEK INTERCEPTOR (M-292} STANDARD CON$TRUCTIpN $PECIFICATION DOCUMENT CITY PROII:CT NO. 01960 Temporarily Revised April G, 2020 duc W COVIDI9 Eincrgency 002I 13 INSTRUCTlONS TO BIllDER5 Pagc 1 oC 10 sECTioN oa 21 �3 1NSTRUCTIONS TO BIDDERS 1. De�ned Terms l.�. Terms used in ihese TNSTRUCTIONS TO BIDDERS, which are defned in Section 00 72 00 - GENERAL CONDI'I�IONS. 1.2. Certain additiona] tenns used in these INSTRUCTIONS TO BIDDERS have the meanings indicated below which are appIicable to both the singular and plural thereof. 1.2.1. BicEder: Any person, firm, partnership, cornpany, associaiion, or corporaiion acting directly through a duly authorized representative, submitting a bid for performing the wark contejnplated under the Contract Documents. 1.2.2. Nonresident Bidder: Any person, firm, partnership, coinpany, associatipn, or corporation acting directly through a duly authorized representative, subinitting a bid for performing the work contemplated under the Contract Documents whose principal place of business is not in the State of Texas. 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City (on the basis of City's evaluation as hereinafter provided) makes an award. 2. Copies of Bidding Documents 2.1. Neither City nor Engineer shall assume any responsibility for en•ors or misinferpretations resuIting from the Bidders use of incomplete sets of Bidding Documents. 2.2. City and Engineer in making copies of Bidding Documenis available do so oniy for the purpose of obEaining Bids for the Work and do nat authorize or confer a license or grant for any ather use. 3. Prequalification of Bidders (Prime Contractors and Subcontractors) 3.1. All Bidders and ti�eir s�bcontractors are required to be prequalified for the work types requiring prequalification at the time of bidding. Bids received froin contractars wlio are not prequalified shall not be opened and, even if inadvertently opened, shaIl nat be considered. Prequaliiicatian requirement work types and dacumentation are available by accessing alI required �les through the City's website at: h a•:,�qp5.fortv�ort�tezas.�o�:'Yro�ectlZ�sQurce�; 3.1.1. Paving — Requirements document located at; http�: la�.turtworthtCxas. crv/Pru�c�`[Rc�uurcra�RcavurccsP/d2%20- %20Construction%20Documents/Contractor%20Prequalificatian/TPW%20Paving %20Contractor'�o20P�"equalificafion%ZOPro a� UALIFICATION%20RE0 UIREMENTS%20FOR%20PAVING%2000NTRACTORS.pdf CITY OF PORT WORTH LiTTLE FOSSIL CRr�K 1NTIiRCTPTOR (M-292) STANDARD CONSTRUCTION SP�CIPICATIOTf DOCUMCNT C1TY Pi207ECT N0.01960 Te�»porarily Rcviscd April 24, 2020 duc lo GQVIDI9 E�ncrgency 00 21 13 1NSTRUC'iIONS TO BIDBERS Page 2 of 10 3.1.2. Roadway and Pedestrian Lighting — Requirements document located at; '_:��s : _��_=�rr..:�rthi�x�.� =- Prc,'ecr.Tce uur..G_"t��ource.,P,�2"�020_ %20Constr�ctian%20Dc�cuments/Contractor%20I'requalificatian%TPW6/o20Roadwa y%20and%20Pedestx'ian%20Li�g%20Prequalification%20Pro�am/STREET% 20i,IG ,iT`, ��OPRE�Ur�L;;,��R�GiV�I. T'S.pdi' 3.1.3. Water and Sanitary Sewer — Requirements doctunent located at; hrip�..ra�y�.i�r�;vurEhttx�.go�; Pro�ectResource�/Resource�P/U2°�o20- °%20Construction%20Docuruents/Cantractor%24Prequalificatiou/Water%20and%2 USanitarv%20Sewer%2OContractor%20Prequalification°1o20Progra.m/WS S%20pre ;u.:l%20requireiments �f 3.2. Each Bidder, unless currently prequalified, must submit to City at least seven (7) calendar days prior to Bid opening, the documentation identified in Section 00 45 11, BIDDER� PREQUALIFICATIONS. 3.2.1.Submission of and/or questions related to prequalification should be addressed to the City contact as provided in Paragraph 6. i. 3.2.2.]'�:M]�C�]�AI�Y` �}��{�C'E=E)tl��fa,S I?[.��a, "��{-}C{l�l�}-1s1� h 13i4141c,� wli«�c� p�ey�€��ifi��rur� it�� ex��ir�.�i ��a�i��, �Etc ��7r� �5�,�ir�cl ��'kt�rt: � v�li�l ��3��.r�eGtu_y ��r�I�N� �s i�i ��l�c� � le�er�1, �tt�Ei, ]nc�3�� e�,� fc+r ��i �E�}�� }�s� tli�. ex��ir,��ita�G uf tl�� lll�l"�T�fIC}r 4�1'CI£9' ti�kCll i�l� �1,1F��1�5C 2!i}}IfFCrki}Il L�fkt� — I}V �� ilil{� ]170f11�1, �4�i1� r��t 1�e �irta�r�ntic�illy �3i4�€r�lified r�ro3n 1��Rn� #]�fi Bi�Eder'� Ltii� �r�er�e�. A Biddeo� ii� �his� �II[ii7lanT1 WrEI �$Ci�'� 1��s }.19[I �1�F�1�CC� �iia�l r��t it��}ia{� aiaa�i x}�i11 l,r ;��I�we�� +Rw:�i��s� el�ys {c Ic3se nf l,��si��ss r�� t��e S`� cEavj ��, s��l,rr�if r� com�+lc1� �rrec�i�nlit�c��icrn� t-�ali��f �?�tCE��, F':�li�r� rt� �1mel�+ �u�Fittf[. c}1- 44thfltilllal c��':in i��:��»�pE�;e �rF�ck��c.. will ��trle�� 3tir i�iilcEe��'s ��ici �t��-res�{��rsiv�.}, 11'�lie ps��:ck��lii�r.iiltlil I"�"]]t1�':l�i PIixCLl1�3C13lR ��ll)4V �j7i I�ltEi�i',i' �kS lil]N+lll11-i�1!#1CI�ECCI. i�tL' �F][� 1VI�C ��i? R11LfCrti� nc1n� 1'�S})[71tSi'Vs',. /i �l�l�� li]iky li�t kLS� ��1i5 �'iu;1�ii0�1 CU SCs;� 8]1F�.�LI�E11'll;iitli3li SESCu{ gi�ekier �lyai� i�i��i �x'I]1C.El 44'il5 CCl []��lC� �}�C�l� liLkl� Ui'B?C�lli'�l1t]Cl_ A Bk41l�t'.i' �1'1lU sl;2�i� �� i�cre.�se its �+r��ii�iliiac�atao» sl��is must f�iiaw ri�e irndi[��}t�fl! s�iL�mitt�l!r�vie�v� G�races�, 3.3. The City reserves the right to require any pre-qualified contractor who is the apparent low bidder(s) for a project to submit such additional information as the City, in its sole discretion may require, incIuding but not limited to manpower and equipment records, inforination about key personnel to be assigned to the project, and construction schedule, to assist the City in evaluating and assessing the ability of the apparent low bidder{s) tq deliver a quality product and successfully complete projects for the amount bid within the sfipulated time frame. Based upon the City's assessment of the submitted information, a recommendation regarding the award of a contract will be made to the City Council. Failure to submit the additional information, if requested, may be grounds for rejecting the apparent low bidder as non-responsive. Affected contractors will be notiiied in writing of a recommendation to tlie City Counci�. 3.4. In addition to prequalificaiion, additional requirements for qualification may be �equired within various sections of the Contract Doeuments. 3.5. Special qualifications required for this project include fhe follovc+ing: Not used. CITY OF �'OIiT WOTtTH LITTLE F0551L CRE�TC 1NTERCEPTOR (M-292) STANDARD COIYSTRUCTION SPECIFICATIDN DOCUMENT CITY PROIECT N0.019G0 Tcinporarily Revised Apri124, 2020 due to COVIDI9 Emergency 0021 ]3 1NSTRUCTIONS Tp [31DDE2S Page 3 of 1D 4. �xaminatian of Bidding and Contract Documents, Other Related Data, and Site 4.1. Before submitting a Bid, each Bidder shall: 4.1.1. �xainine and ca.refuIly study the Contract Documents and other related data identi�ed in the Bidding Documents (including "technical data" referred to in Paragraph 4.2. below). No information given by City or any representative of the City other tlian that contained in the Cflnt�•act Docuinents and officially proinulgated addenda thereto, shall be binding upon the Ciiy. 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and site conditions that may affect cast, progress, per%rmance or furnisIiing. oi the Work. 4.1.3. Consider federal, state and 1oca1 Laws and Regulations that may affect cost, progress, perfo�7nance or furnishing of the Work. 4, l.4. Study all: (i) reports of explorations and tests of subsurface conditions at or contig�ous to the Site and all drawings of physical canditions relating to existing surface or subsurface structures at the Site (except Underground Facilities) that have been identified in the Cantract Documents as containin� reliable "technical data" and (ii) reports and drawings af Hazardous �nviromnental Conditions, if any, at the Site that have been idenfified in the Contract Documer�ts as containing reliable "technical data." 4.1.5. Be advised that the Contract Documents on file with the City shall constitute all of the inforination which the City will furnish. All additional information and data which the City will supply after promulgation o�the formal Contract Documents shall be issued in the forin pf written addenda and sha11 become part of the Contract Documents just as though such addenda were actually written into the originaI Contract Documents. No information given by the City other than that contained in the Contract Documents and officially proinuigated addenda thereto, shall be binding upon the City. 4.1.6. Perfonn independent research, investigations, tests, borings, and such other means as may be necessaiy to gain a complete knowledge of the condit�ons whic�i w�ll be encountered during tl�e construction �f the project. On request, City may provide each Bidder access to the site to conduct sucl� examinations, investigations, explprations, tests and studies as each Bidder deems necessary for submission of a Bid. Bidder must fill all holes and clean up and restore the site to its fortner conditions upon completion of such explorations, investigations, tests and studies. CITY OF FORT WORTH LITTL� NOSSIL CREEK 1NTEitCEPTOR (M-292) STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CITY PROJ�CT NO.O ] 960 Tcmporarily Rcviscd April 24, 2020 due to COV1D19 E�nergency 00 21 I3 TNSTRUCTIOArS Tp BIDDERS Page 4 af 10 4.1.7. Determine the difficulties of the Work and all attending circumstances affecting the cost oidoing ti�e Work, time required for its coinpletion, and obtain all infonmaiion requia�ed to �nake a proposal. Bidders shall rely exclusively and solely upon their awn estimates, investigation, research, tests, explorations, and other data which are necessary for full and complete information upon wl�ich the proposal is to be based. It is understood that the submission af a proposal is prima-facie evidenee that the Bidder has made the investigation, examinations and tests herein required. Claims for additional compensation due to variations between conditions actually encountered in construction and as indicated in the Contract Documents will not he allowed. 4.1.8. Promptly notify City af all conflicts, eaxors, a�nbiguities or discrepancies in or between the Contract Docurnents and such otk�er related docuinents. The Contz-actor shall not take advantage of any gross errar or omission in the Contract Documents, anc� the City shall be pei�nitted to make such corrections or interpretations as may be deemed i�ecessary for fulfillinent of the intent of the Contract DocUments. 4.2. Reference is inade to Section QO 73 00 — Supplementary Conditions for identification of: 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to the site which have been utilized by City in preparation of tl�e Cantract Dacuments. The lags of Soil Borings, if any, on the plans are for general infQrmatipn only. Neither the City nor the Engineer guarantee that the data shown is representative of conditions which actually exist. 4.2.2. those drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Facilities} which are at or contiguous to Che site that have been utilized by City in preparation o�t�.e Coz�tract Document,s. 4.2.3. copies of such reports and drawings will be made available by City tq any Bidder on req�test. Those reports and drawings may not be part of the Contract Documents, but the "technical data" contained therein upon which Bidder is entitled to rely as provided in Paragraph �4.02. of the General Conditions has been identified and established in Paragraph SC 4.02 of the Suppleinentary Conditions. Bidder is responsible for any inteipretation or conclusion drawn from any "technical data" or any other data, interpretations, opinions or infom�ation. 4.3. The subtnission of a Bid will eonstitute an incpntrovertible representation by Bidder (i) that Bidder has complied with e�ery requireinent of this Paragraph 4, (ii) that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and applying the specific means, methods, techniques, sequences or procedures of construction (if any) that inay be shown or indicated or expressly required by the Contract Dacuments, (iii} that Bidder has given City writien notice of all conflicts, errors, ambiguities and discrepancies in the Cont�act Documents and the written resolutions �hereof by City are acceptable to Bidder, and when said conflicts, etc., have not been resolved through the interpretations by City as described in Paragraph 6., and (iv} that the Connact Dqc�unents are �enerally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Wark. CITY OF FORT WORTH LITTLE FOSSfI. CREEK IIVTERCEPTOR (M-292) STANDARD CONSTRUCTION SPECI�'1CAT10N DOCUMENT CITY PRbJECT N0.01960 Temporarily Revised Apri124, 2020 due to COVIDI9 imergency 0021 i3 INSTRUCTIONS TO BIDDP:RS Page 5 of 10 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by Paragraph 4AG, of the Generat Conditions, un�ess specifically identi�ed in the Contract Documents. 5. Availability of Lands for Work, Etc. 5.1. The lands upon which ihe Work is to be perforined, rights-of-way and easements for access ihereto and other lands designated for use by Contractor in perfonning the Work are identified in the Contract Documents. AlI additional lands and access thereto required for teinporary construction facilities, construction equipinent or storage of inaterials and equipment to be incorporated in the Work are to be obtained and paid for by Contractor. Easements For permanent structures or pennanent changes in existing facilities are to be obtained and paid for by City unless othe�•wise provided in the Contract Documents. 5.2. Outstanding right-of-way, easements, andlor permits to be acquired by the City are listed in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right- of way, easements, and/or permits are not obtained, the City reserves the right to cancei t�e award of contract at any time befare the Bidder begins any construction work an the project. 5.3. The Bidder shall be prepared to coinmence construction without all executed right-of- way, easeinents, and/or permits, and shalZ submit a schedule to the City of how construction will proceed in the other areas af the project that do not require permits and/or easements. 6. Ynterpretations and Addenda 6.1. All questions about the meaning or intent of the Bidding Docuine�ts are to be directed to City in writing on or before 2 p.m., the Monday prior to the Bid opening. Questions received after this day inay not be responded to. Interpretations or clarifications considered necessary by City in response to such questions will be issued by Addenda delive�-ed to all parties recorded by City as having received the Bidding Dacuments. Only questions answered by formal written Addenda will be binding. Qral and otl�er interpretations or clarifications will be witho�at iegal effect. Address questions fo: City of Fort Worth 200 Texas Street Fort Worth, TX 76102 Attn: Walter P. Norwood, P.E, Wcater Department Fax: 817-392-2559 EmaiL Walter.Norwood@fortworthtexas.gov Phone: 817-392-5026 6.2. Addenda inay aIso be issued to modify the Bidding Docu�nents as deemed advisable by City. CITY OF FORT WORTH LITTLE FOSSIL CREEK INTERCEPTOR (M-292) STANDARD CONSTRUCTION SPECIPICATION AOC�JM�NT CITY PROJ�CT N0.01960 Temporarily Revised April 24, 2020 duc to COVIDI9 Emcrgcncy 0021 13 iNSTRUCTION5 TO BIDDERS Pabe G of 10 6.3. Addenda or clarifications may be posted via the City's electronic document management and collaboration system at nttqs..�doc�.b360.a�todes�.wm�sh�rPslt32e5c3a6-b865- 4Uc5-tS�ti-1e11t(i�i'ti6a': . 6.4. A prebid conference may be held at the time and place indicated in tlze Advertiseinent or INVITATION TO BIDDERS. Representatives of City wili be present to discuss the Project. Bidders are encouraged to attend and participaie in t�ie conference. City wiIl transmit to all prospective Bidders of record sucl� Addenda as City considers necessary in response to questions arising at the conference. Oral statements may not be relied upan and will not be binding Qr �egally effective. i. Bid Secarity 7.1. Each Bid must be accompanied by Bid Bond made payable to City in an amount of five (5) percent of Bidder's maximum Bid price on form atiached, issued by a s�rety meeting the requirements of Paragraphs 5.01 of the General Conditions. 7.2. The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award ha�e �een satisfied. If the Successful Bidder fails to execute and deliver the complete Agreement within 10 days after the Notice of Award, City may consider Bidder to be in default, rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited. Such forfeiture shall be City's excIusive retnedy if Bidder defaults. The Bid Bond of aIl other Bidders whoin City believes tp have a reasonable chance of receiving the award will be retained by City until �inal contract execution. S. Contract Times The number of days within whiclz, ar the dates by which, Milestones are to be achieved in accordance with the General Requirements and the Work is to be completed and ready for Final Acceptance is set forth in the Agree�nent or incarporated therein by reference to the attached Bid Form. 9. LiquidaYed Damages Pro�isions for liquidated damages are set forEh in the Agreeinent. 10. Substitute and "Or-Equal" I�ems The Contract, if awarded, will be on the basis of maierials and equipment described in the Biddin� Docuinents without consideration of possible substitute or "or-equal" items. Wlxenever it is indicat�d or speci�ed in the Bidding Documents that a"substitute" or "or- equal" itein of material or equipinent inay be furnished or used by Contractor if acceptable to City, application far sucl� acceptance will not be considea�ed by City until after the Effective Date of the Agreement. The procedure for submission of any such application by Cantractor and consideration by City is set forth in Paragraphs 6.OSA., 6.OSB. and 6.OSC, of the General Conditions and is suppleinented in Section O 1 25 00 of tlie GeneraI Require�nents. 11. Subcontractors, Suppliers and Others CITY OF FORT WORTH LITTLr POSSIL CR�EK INTERCEPTOR {M-292) STANDARD CONSTRUCTION SPECIFICATI07V DOCUMTNT C1TY PROJECT NQ,OI9G0 Temporarily Revised Apri12A, 2020 due to COV1D19 Emergency 00 21 13 1NSTRUCTIONS TO 13IDD13RS Page 7 of 10 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020- 12-2011 {as amended), the City has �oals for the paiticipation of minority business andlor sinall business enterprises in City cont�-acts. A copy of the Ordinance can be obtained from the Office of the City Secretary. The Bidder shall subinit the MBE and SBE Utilization Form, Subcantractor/Supplier Utilization Form, Prime Contractor Waivea� Fornn andlor Good Faith Effart Form with documentation and/or Jaint Venture Form as appropriate. The Forms including dacuinentation inust be received by the City no later than 2:00 P.M. CST, on the second business day af'ter the bid opening date. The Bidder shall obtain a receipt fi•om the City as evidence the docume�itation was received. Failure to coinply sliall render the bid as non- responsive. 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person or organization against wl�om Contracto�- laas reasonable obj�ctior�. 12. Bid Farm 12.1. The Bid Form is included with the Bidding Docuinents; additional copies may be obtained from the City. 12.2. All blanks on the Bid Porm znust b� completed by printing in ink and tl�e Bid �onm signed in ink. Erasures or alterations shall be initialed in ink by the person szgning the Bid Farm. A Bid price shall be indicated far each Bid item, alternative, and unit price item listed therein. In the case of optional alternatives, the words "No Bid," "No Change," or "Not Applicable" may be entered. Biader shall state the prices, written in ink in both wQrds a�id numerals, for which the Bidder proposes to do the work contemplated or iurnish materials required. All prices shall be written legibly. In case of discrepancy between price in written words and the price in written numera�s, the price in written words shalI govern. 12.3. Bids by corporations shall be executed in the carporate name by the president ar a vice-president or otl�er corparate officer accoinpanied by evidence pf autl�ority ta si�n. The corporate seal shall be affixed. The corporate address and state of inco�poration shali be sl�own below the signature. 12.4. Bids by partnerships shall be executed in the paitnership name and signed by a partner, whose tiile must appear under the signature accompanied by evidence of authority to sign. The offcial address of th� partnersh.ip sl�all be shown below the signature. 12.5. Bids by liinited liai�ility companies shall be executed in the name of the frm by a member and accompanied by evidence of authority to sign. The state of formation of the �rm and the official address of the firm shall be shown. 12.6. Bids by individuals shaIi show the Bidder's name and official address. 12.7. Bids by joint ventures shalI be executed by each joint venture in the manner indicated on the Bid Fonn. The official address of the joint venhare shall be shown. 12.8. All names shall be typed or printed in ink below the signature. C17'Y OI' PORT WORTH LITTLE FO551�. CREEK INTERCEPTOR (M-292) STANDARD CONSTRUCTION SPECIFICATION DOCUM1sNT CITY PROJIiCT N0.019G0 Temporarily Revised Aprii 24, 2D20 duc to COVIDI9 Emcrgcncy 002� i3 R�lSTRUCTfONS TO BIDDERS Page 8 of 10 12.9. The Bid shall contain an acknowledgeinent of receipt of all Addenda, the numbers of which shall be iilled in on the Bid Form. 12.10. Postal and e-mail addresses and telephane number for comxnunicatioras regarding the Bid sha11 be shown. 12,11. Evidence of autharity to conduct business as a Nom•esident Bidder in the state of Texas shall be pro�ided iti accordance with Section 00 43 37 — Vendor CoinpIiance to State Law Non Resident Bidder. 13. Submission of Bids Bids shall be submitted on the prescribed Bic� Form, provided with the Bidding Docurnents, at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, addressed to Purchasing Manager of the City, and shall be enclosed in an opaque sealed envelape, marked with the City Project Nutnber, Project title, the name ana address of Bidder, and accompanied by the Bid security and other required documents. If the Bid is sent through the mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope witl� the notation "BID ENCLOSED" on the face of it. 14. Modificaiion and Withdrawal of Bids 14.1. Bids addr�ssed to the Purchasing Manager and filed with the Purcl�asing Office cannot be withdrawn prior to the time set for bic� opening. A request for withdrawal inust be made in writing by an appropriate document duly executed in the manner that a Bid inust be execufed and delivered to the place where Bids are to be submitted at any tirne prior to the opening of Bids. After all Bids not requested for withdrawal are opened and publicly read aloud, the Bids for which a withdrawal request has been properly filed inay, at the option of the City, be returned unopened. 14.2. Bidders may modify their Bid by electronic communication at any time prior to the time set for the cIosing of Bid receipt. 1S. Opening of Bids Bids will be opened and read aloud publicly at the place where Bids are io be submitied. An abstract of the a�nounts of the base Bids and inajor aliernates (if any) wi11 be made available to Bidders after the opening of Bids. 1b. Bids to Remain Subject to Acceptance All Bids will �-emain subject to acceptance for the fime period speci�ed for Notice af Award and execution and deli�ery of a complete Agreement by Successful Bidder. City may, at City's sole discretion, release any Bid and nullify the Bid security prior to that date. 17. Evaluation of Bids and Award of Contract CITY OP PORT WORTH LITTLE POSSIT, C12��K INTERCEPTOR (lV1-292) STANllARD CONSTRUCTIQN SPGCITICATION DOCUMENT CITY PROJECT 1+30.019b0 Temporarily Revised Apri] 24, 2020 duc lo CQV1D19 Emergcncy 0021 13 INSTRUCTIONS TO BIDDERS Pagc 9 of 10 17.1. City reserves the right to reject any or all Bids, includin� witl�out liinitation fhe rights to reject any or all nonconforming, nonresponsi�e, unbalanced or conditional Bids and to reject the Bid of any Bidder if City beiieves that it would not be in tlie best interest of the Project to make an award to that Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtiul financial ability or fails to meet any ot�ier pertinent standard or criteria established by City. City also reserves the right to waive inforinalities not involving price, contract time or changes in tl�e Work with the Successful Bidder. Discrepancies between the �nultiplication of units of Work and unit prices will be resolved in favor of the unit prices. Discrepancies between the indicated sum of any column of iigures and the correct sum thereof will b� resolved in favor of the correct sum. Discrepancies between words and figures will be resolved in favor of the words. 17.1.1. Any or all bids wilI be rejected if City has reason to believe that collusion exists among the Bidders, Bidder is an interested party to any liti�ation against City, City or Bidder may have a claim against the othea� or be engaged in litigatian, Bidder is in arrears on any existing contract or has defaulted on a previous contract, Bidder has performed a prior cantract in an unsatisfactory manner, or Bidder has uncoinpleted work which in the judgment of'the City will prevent or hinder tl�e prompt completion of additional work if awarded. 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of Subcontractors, Suppliers, and oth�z- persons and organizations must be subinitted as pro�ided in the Contract Documents or upon the request of the City. City also may consider the operating costs, inaintenance requirements, performance data and guarantees of major iteins of materials and equfpment proposed for incorparation in the Work when such data is required to be submitted prior to the Notice of Award. 17.3. City may conduct such investigations as City deems necessary �o assist in the evaIuation of any Bid and to establish the responsibility, qualiiications, and tinancial ability of Bidders, proposed Subcontractors, Suppliers and other persons and organizations to perfprm and furnish the Work in accordance with the Contract Documents to City's satisfaction within the prescribed time. 17.4. Coniractor shall perform with his own organization, work of a value not less than 3S% of the value emh�•aced on the Contract, unless otherwise approved by the City. 17.5. If the Contract is to be awaided, it will be awa�-ded to lowest respozasible and responsive Bidder whose evaluation by City indicates that the award will be in the best interests of the City. 17.6. Pursuani to Texas Goveminent Code Chapter 2252.001, the City will not award contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than the lowest bid subinitted by a responsible Texas Bidder by the same amount that a Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a comparabie contract in the state in which the nonresident's principal place of business is located. C]TY OF FOl2T WORTH L1TTL� I'OSSIL CRC�K 1NTERCI:PTOR (M-292) STANBARD CONSTRUCTTON SP�CIPICATJON DpCUMENT CiTY PROIECT N0.0196D Temporarily RevisedApril 24, 2020 duc ta COVID39 Emergency 00 21 13 1NSTRIJCTIONS TO B]DllERS Pagc ]0 of 10 17.7. A contract is not awarded until formal City Council authorizatian. If the Contract is to be awarded, City will award the Contract within 90 days after tlie day of the Bid opening unless extended in writing. No other act of City or others will constitute acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by the City. 17.7.1. The contractor is required to fill out and sign the Certi�cate of Interested Parties Form 1�95 and the form must be submitted to the Project Manager befare the contract will be presented to the City Council. The form can be obtained at https:�l�.wv..ethics.stafe.tx.us/dat�/forms;129�11295.�df 17.$. Failure or refusal to coinply with the requirements may result in rejection of Bid. i8. Signing of Agreement 1$.1. When City issues a Notice of Award to the Successful Bidd�r, it will be accompanied by the required number of unsigned counterparts of the Agreement. Within 14 days thereafter Contractor shall sign and deliver the required nuinber of counterparts of the Agreement to City with the required Bonds, Certi�cates of Insurance, and all other required docmnentation. 18.2 I 8.3 Failure to execute a duly awarded contact may subject the Contractor to penalties. Ci#y shall thereafter deliver one fully signed counteipart to Cantractor. END OF S�CTION C1TY OF FORT WORTH LITTLE FOSSIL CREEK INTCRCIsPTOR (M-292) STANDARD CONSTKUCTION SPECIFICAT101� llOCUMENT C1TY PROJECT N0.019G0 Temparari[y Revised April 24, 2020 due to CQVID19 Cmergency 00 35 i3 BIQ FORM Page 1 ot 1 S�CiION 00 35 13 C�NFLICT OF INTEREST AFF�DAVIT Each bidder, offeror, or respondent (hereinafter also referred to as "you") #o a Cify of Fort Worth (aisa r�ferred to as "Ciky"} procurement are required to compiete Conflict of Interest Qu�st�onnaire (fhe attached CIQ �Qrm) and �ocal Government Officer Gonflicts Disclasure Sfatement (ihe attached CIS �'arm} belaw pursuani to state law. This affida�it wii[ certify thaf the Bidder has ar� file with f�e City Secretary the required documentation and is eligible fo bid on Citylll�ork. The referenced forms may also be downloaded from the website linics �rovided belorrv. �,� k�� =a.,. =. � � : .� = � _ � i ��I+3L� yeil l�+ l.iu. � t,� �.: � : ► . o,� ❑ 0 ❑ � BI��1�: CIQ �orm is on file with City Secretary CIQ Form is being provided to tF�e City Secretary CIS Form is on Fi1e with City 9ecretary CIS Form is being provided to the City Secre#�ry Mountain Cascade of Texas, LLC 11729 E. FM 917 Alvarada, TX i6009 By: Andrew L. 1411cCulloch -� . �� ' . _ � ~ s . J' �, j' . Signakure: ;.�.,yd„_.�'1`�,�G,�a `l - � 0 T�#le: Vice President �RlD OF S�CTIAN ClTY OF FORT WORTH STANDARD CONSTRUCiION SP�CIFICA�ION! DOCUMENTS Form Revised 20120327 OD �}2 G3 Bid Proposal Addendum 3 20201207 C��L,I�T �� I�i�€��i �ll��TlOf�fhlAlat� FORlViI �1Q �ar �er�dor doir�g business wi#h local ga�ernmen#al enfity ihis questfonnaire retlects changes made ka the law by H.B. 23, 84th Leg., Hegular Session. O�FiC6US�OI�LY This questionnaire is being fifed in accardance witi� Chapter i76, [.ocal Govemrnent Code, by a vendor �rrho Date Received has a business relationship as defined by Seclion i76.001(1-a) with a locaf gavernmentai entity and 1hs vendpr meets requirerrients under Sectian 178.qp6{a). By law this quest€onnalre must 6e f€led wifh tMe records administrafar ef ihe local governmeniaf entity nat later than the 7lh business day afler Ihe daie Ihe vendor becomes aware of facts Ihai rec}uire 1he sletement to 8e filed. See Section 176.006(a-1), l�ocaf Government Gode. A vendor commits an of(ense if the vendor knowingfy violates Section 176.006, i.ocal Government Cocle, An offe�se undar ihis seaiian is a misdemeanar. 1 Name of vendor who has a business relationship with local go�ernmentaE entity. N/A z � Check ihis box if you are filing an update to a pre�iousiy iiied questionnaire. (The law requires lhat yau file an updaied cornpleied questionnaire with the appropriate filing auihori#y not later than fhe 7th business day after the date on which you became aware fhat ihe originally filed questionnaire was fncompleie or inaccurate.) 3 Name of local go�ernment offEcer about whom the infarmaitan is being disclosed. NIA Name oi O((icer 4 Describe each employment or other bus�ness relationship witi� the local government Qificer, or a family member of the oiticer, as describeci 6y 5ection 176.003(a)(2)(A}. Aiso describe any fam€ly relationship with the local goverr�ment officer. Camplete suhparts A and B for eaah empfoyment or business rel�tionship descrihed. Aitach additianal pages to ihis �orrn CIQ as neeessary. A. Es #he local government nfficer ar a farnity member of the niiicer receiving nr likely io recei�e taxable income, ofher ihan invesfinent income, from the vendor? � Yes � Na B. Is the vendor receiving or likely to receive taxable income, other than invesiment income, from or at the direcfion oi the local government afficer nr a family member of the oi#icer ANb the taxab�e income is nat received frorr� t�e locaf governmenfal entity? � Yes � No � Describe each e�nplaymenl or business refationship that the �endar named in Section 1 maintains with a corporatian Qr other business entify with resp�ct ta which the locaf gonernmeni offFcer serves as an o€ficer or direatcsr, or holds an ownership interest o€ one p�rcent or more. . N/A 6 ❑C3�eck fhis box If ihe vendor has given the lacal ga�ernmant of#icer or a family memher af the ofiicer one or more gitts as de�rii��d in 5ectian i 76.QQ3(aj(2)(B), exclurling gifls descrihed in 5ection 176.a�3{a-1). 7 �'�� "' �� 12/I0/2020 Signatt�re ef ve c�uEr�g bus9ness with ihe govermm �tal eniity Date Form provided hy Texas Ethics Commission www.ethics.slaie.tx.us Revised til3012015 CON�'�ICT OF' II�liEFi��T QUE�iIONNAIFt� �or �endar doing busines� w�#h local governmenta[ entity A corr�plete copy of Chapter 176 of the Locaf Government Code rr�ay be found at htfp:l/++vww.statutes.legis.state.tx.us/ DaasIL.G/hirn/LG.176.htm. For easy reference, belaw are same of the sections cii�d on tl�is farm. �ocal Gouerntnent Code § 1i6.001(�i�al: "Business relationship" means aconneetion beiween two or more parties based on commercial activi#y af or�e of the parties. The #erm does r�ot include a connecfion based on: (A) a iransaction that is subject ta rate ar fee regulatian by a federal, state, or lacal goverr�mental entity or an agency of a fecferal, state, or lacal governmental entity; (B) a trar�saciion conducted at a�rice and subject ia terms availabl� to the public; or (C) a purchase or lease oi goods or services from a person t�at is char�ered by a state or federa! agency and that is subject tp regular examination by, and reporting to, that agency. LocalCovernmentCode 1i6.003a 2 A and B: (a) A facal government ofiicer shall fife a conflicts disciasure statement with resp�ct to a vendor if: xxt (2) t1�e Vendar: (A) has an employment or otF�er business relationship with fhs iocai government officer or a #arr�ify rnember of the officer tha# results ir� the officer or family member receiving taxable income, other tha� invesir��nt income, tha# �xceeds $2,500 during th� 12-month periad preceding the date that the officer �ecarr�es aware #hat (ij a con#raat befween ihe looal governmental er�tity and vendar has been exeauied; nr (ii) the local governrnental entity is considering entering into a contract with the vendar; (B) has gFven to the local governmenf officer ar a family member of the officer one or more gifis thai have an aggregate value of more than $i 00 in #he 12-month periad precec�ing the date the officer becomes aware that: (i) a contract between the locai governmentai entity end vendor i�as been executed; or {iR) ths la.ca! governmenfal entity is considering en#sring inta a contract with the vendar. [.ocal Go�ernment Code_& 1'�6.00fita) �nd �a-1� (a} Avendor shall file a completed eonffic� �f interast questionnair� lf the �endor has a i�usiness relafionship with a local governrriental entity and: (1) has a� employmeni or other business ralationshfp with a loeal government offic�r of that iocal goverr�rnental entify, or a family member of the of#icer, described by Section 176A03(aj(2j(A); (2) has given a focal government officer of that local go�ernmentai en#ify, or a fiamily rriember of the officer, one or mare gifts wifh the aggregate �alue specified by Sec#ior� 176.003(a)(2)(B), excluding ar�y gift descri6ad by Section 176A03(a-1); ar (3) has a family relatianship with a local gavernment affPaer of t�at looal gavernmental entity. (a-t ) The corr�pfeted conflict of interest questionnaire must be filed with the apprapriate recorcts adrr�inistrator not iater than the se�enth business day afiter the later of: (1) the date that ihe �endor: (A) begins discussions or negotiations to enter into a contract wifh tf�e lo�ai goverr�trtenkal en#ity; or (B} submits to the loca! governmenta[ entity an application, response to a request for proposais or bids, correspondence, or another wrifing related to a �aoter�tial aantract wlth the locai governmental er�tity; or (2) the date #he vendor #�ecorrtes aware: (A) of an emp�oyment or other business reiationship with a local govemment afficer, or a family mernber af the oificer, described by Subsection (a); (Bj that the vendor has given one or rnore gifts cfescrib�d by S�bsection (a); or (C) of a tamily relationship with a local government officer. Form provided by Texas Elhics Cammission www.ethics.stale,tx.us Revisec! 11/3U12pi5 00 A 1 00 BfD FQRM Page 7 of 3 S�C7iOR; 00 49 0� B!Q FORM i0: The City Manager clo: The Purchasing Departrnent '1000 Throckmorton Sireef City of Fort Wnrth, Texas 76102 �OR: LiifEe Fossil Creek Interceptor (M-292) Improvement - �art 2A - Location 2 Cfty Praject No.: 101199 1. Enter Into Agreement The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreerr�ent with City in the form included in the Bidding Docurr�ents to perForrri and furnish afl Work as specified or indicated in ihe Coniract Documen#s for the Bid �rice and wifhin fhe Contracf Time indicafed ir� this Bid and in accordance wi#h fhe ofher terms and conditions of ihe Contrac# Documents. 2. BID�ER Acknowledgsmen#s and Certif�cation 2.1. In submifting this Bid, Bidder accepfs all o� fhe terms and conditions of the INVITATION TO SiQC1ER5 and IiVSTRUCTIONS TO BiaDERS, including without limitation those dealing uvith the disposition of E3id Bonci. 2.2. Bidder fs aware of ali costs to provide the requ€rec! insurance, will do so �ending contract award, and wifl provide a valid insurance certificate meeti�ng all requiremen#s within �14 days of not�cation of award. 2.3. Bidder certifies ihat ihis Bid is genuine and not made ir� tF�e interest of or on F�eha[f of a�y undisclosed i�dividual ar entify and is not submitted in conforrrsity with any collusi�e agreerrEent or ru�es of any group, association, organizatian, or corporation. 2.4. Bidder has nai directiy ar indirecify induced or sofici#ed a�y ofher Bidder fo submit a falsa or sham BEd. 2.5. Bidder has not solicited or induced any ir�dividual or eniiiy to refrain from bidding. 2.6. Sidder has not engage8 in carrupt, fraudulent, colEusive, or coercive practices ir� co�npe#i�g for the Cantracf. For the purposes of t�is Paragraph: a. "corrupt practice" mearts fhe offerEng, giving, receiving, ar salicitfig of any thing af value liEceiy to influer�ce ihe ac#ion of a public official in the hidding process. b. '°fraudulent practice" means an intentionaf misrepresentatio� of facts made {a} to influence the 6idding process to #he detrime�t of City (b) to estabfish Bi� prices at artif�cial non-competifive ievels, or (c) to deprive City of the benefits af firee and open carn�eiition. c. "collusive practice" means a sc�erne or arrangerr��nt f�etween ftivo or rr��re �idclers, w(th or without tha knawledg� of City, a purpose of whiah is #o esta�lfsh Bid prices at artificial, non- competiiive levels. d. `°coercive practEce" means harrning or threatening to harm, dlrectf� or indirectly, persons or their propetty to influence their participation in the hidding pra�ess or affect t�re executian of the Contract. CITY QF FQRT WOft7F[ STAAI�AR� COPlSTRUCTION SPECIFfGATION pOGUM�NTS Farm Revised 2pi2tl327 OD 42 43 69d Proposal Addendum 3 2D209207 QO 47 00 BID FORM Page 2 0( 3 3. Prequalification 7he Sidder acknflwledges ihaf the following work types mus# be performed onfy by prequafi#ied contractors and subcontractars: a. Sanitary Sewer Impro�ements - 33-inch Sanitary Sewer Replacemenf by Open Cut b. Sanifary Sew�r Impro�ements - 30-inch San�tary 5ewer Replacement by Open Cut c. Sanitary Sewer lrrtpro�ements -12-inc� Sanitary Sewer Replacement by Open Cuf d. Concrete and AsphalE Pavement Repair 4. Time of Gomple#ion 4.'E. �'he Wark wil] be complete for Final Acceptance within 18Q days after ths date when the the Contract Time commences ta run as pravided in Paragraph 2.03 of the General CQnditions. 4.2. 8idder accepis the pro�isions of the Agreement as to iiquidated damages in #he event of failure fa complete the Work {andlor achie�ement of Milestanes} withfn the timas specifEed in t�e Agreement. �. Attached to this Bld iha following documents are aitached to and made a pari of tt�is Bid: a. ThEs �31d Form, Sectfon 00 4'f D� b. Required Bid Bond, Section 00 43 93 issued by a surety meeting the requirements of Paragraph 5.41 of the General Conditions. a Proposal Form, Secfion 00 �42 Q3 d. Vendar Compliance io State L.aw Nan Resident �idder, Seetion (iQ 43 37 e. MWB� Forrr�s (optional at time of bid) f. Prequalifcatior� Statement, 5ection DU 45 '[2 g. Conflict of Enterest Affidavit, Section 00 35 'I 3 *if necessary, CfQ or CIS forrr3s are to be pro�ided directly io Gity Secretary h. Any additional dncumsnts that may be required by 5ecfion 92 of t#�e Instructior�s to Bidders 6. Tatal �ic€ �maunt 6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amaunt. In the space provided befow, pfeass enter the total bid arnount for this projeet. Only this frgure wil� be read publicly by the CEty at the bid opening. g,�, It is understnad and agreed by the Bidder in signing thls Proposal that the total bid amount entered 6efow is subject to ver�iication andlor modification by muffipEying the unif bid prices far each pay item by the respective estimated quaniities shown in this praposa[ and then totaling all of fhe extended arr�ounts. CfiV OF FORT WORTH STA�1[)AR� CONSTRUCTIOIJ SPECIFfCATIaN DDCUMEfJiS Form Revised 20120327 00 42 43 Bid Proposal Addendum 3 202012U7 a4 41 00 BID FOFt�UI Page 3 of 3 Total B�d 7. Bic# Submittal This Bid is submiited on Decerr�ber 90, 2020 Respectfully submitted, -� � s - . �- _ �'"' #:-� S\l; ^ . t.'+'- i Yr�C �, ' � � �i � _ � _ _ (Signafure) Andrew L. McCu[loch (Printed iVame) Titie: Vice f'resident Campany: Mountain Gasaade of Texas, I.LC Address: 11729 �, �M 917 Alvarado, TX 76009 State of Incorporation: 7exas Emai[: �s��+��a�,�� Phone: 8'! 7-783-3094 ER"D O� S�CTlOy GffY OF FORT W�RTH S7AiJCfARi] CONSTRiJCTION SPECIFICATION DOCi1MENTS Farm Revised 20720327 � + ' _ — _ ~ 6y the entffy named beEow. Corporate Seal: QO42 A3 Bid Proposal Adda�dum 3 20201207 00 d2 q3 D[� PROPOSAI. Pnge ] of 1 s�cr�or� oo az as PROPOSALFORM ADDENDUN! 3, RTTAGHMENT AD3-1 t�l�llT �I�I�� I� Yroleci Il�m Infoimation idlist ilem No. 1]escripEion 1 a. 3339.4416 36" Sewer Pipe (F'VC ASTM �679`) ib. 3331.4415 36" Sewer Fi�e (FF2F'*) 2 333'I.42'[7 15" 5ewer Pipe (PVC) 3 3339.900�! �F' Manhole 4 3339.i003 �' �xfra pepth Manhale 5 3339,1901 5' Manhale 6 3339.1102 5' Drop Manf►ole 7 3339.91Q3 5' �xlra Deplh Manhole B 3303.0001 Bypass Pumpi�g 9 U171.0141 Gonsfrueiior� 5faking 10 0171.4707 Constructiar► Survey (As-Built Red Line} i 1 0241.7400 Ftemove Conc Pvmt 12 0241.11U0 Remove Asphalt Pumk 13 U241.1300 Remova Conc Curb&Gulter 'I4 0241.2905 12" Sewer Abandar�.menf Plug 75 0249.2113 30" 5ewerAbandpnment Plug 96 0247.2120 33" SewerAbanifanment Plug 17 0241.22�1 PJ�andnn �1' Sewer Manhole 'ES 3201.044Q Temp Asphall Repair (6" �x hase, 2" HMAC) 19 321'f.q212 4" Asphal# {Type B) 20 3212.U302 2" HMAG (7yp� [3) 21 329 9,q123 8" F'IexibEs Base, TypeA, GR-2 22 3211.Q60d i.ime 23 3219.07Q3 fi" L.ime Stabll'szerl Su6grade (27 IWSY) 2a 32'E 1.4703 8" Lime Sta6ilized Subgrade (3S IbISl� 25 3213.41 D4 7" Conc Pvmf 26 3213.0104 7.5" Cono Pvmt 27 3213.0401 6" Concreie �riveway 28 3213.OS47 8arrier Fre� Ramp, Typ� R-'f 23 32'f 6.0'! 0) 6" Conc Cur6 and Gui(er 30 3231.Oi21 4' Chain Link, Al�miroum 31 3237.0241 Sarbed Wire Fen�e, Melal Posfs 32 3231.03U5 92' Gate, Stee! 33 3291.010Q Topsai! 34 3292.0101 Utility Servi�e Strr�Face Realaratian Sodding 35 3301.Op02 Posf-GCN Inspe�lion 3$ 33U1.Q'IQ'f Manhota Vacu�um TesEing 37 3305.O�tUB Trench Safely 38 3305.D112 ConcreEe CoElar 39 33U5.0913 Trench Wafer Stops 4D 3339.O+DD1 Epoxy Manho� Linr:r (�4` Manfes►i�) 41 3339.0001 Epoxy Manhol� Lin�r (5' Manhot�j 42 Remote Verlical Vent Station 43 CC7V for Abandonment (33"�3p") 44 Grout & Abandon Existi�g. 33" & 3�" Sews,er Meins 45 SewerAbarrrlonment Test Hola A6 Explaratory Excavation (��hoEes) 47 Canstruclion Alfawrance * Contractor to ci�onse tde pEpe materixf, e3ther I�a or ib. �idder'� Ap{olica�iion Bidde�s Pmposa[ Specificution Section Unit of Sid Mo. Measure Quaplity Unit Priee Bid Value 33 11 'f0, 33 31 13, LF 2AOf1 -- ��+�• _ 3311 10, 33 3i 93, LF 2�400 34 1'E 90, 33 31 12, LF 25 $'t8p,00 $4,750.00 33 39 90, 33 39 2U �A '[ $9,000.00 $9,OD0.40 33 39 10, 33 39 20 VF 4 $980.00 $720.OD 33 39 10, 33 39 20 �A 8$1 i,000.00 $88,000.00 33 39 1 U, 33 39 2p �A 1$48,00�.40 $18,00a.00 33 39 10, 33 38 2D VF 55 $230.00 $12,650.00 330310 LS t "�rXa- ��.,.z� '� 01 79 23 LS 1$14,Q04.00 $9�4,000.00 017123 L5 1 $'E,100.00 $'1,1QO.Q0 02�}115 SY 2000 �34,00 $68,OQ0.00 Q24'E 95 5Y 1A00 $30.00 $42,OOD.04 02 41 15 LF 2Q $50.00 $'l,OOU.4U 02 49 14 EA 1 $1,OQa.OD 02 41 1-0 EA 1 $3�ODO.UO 02 41 14 �q 5 $3,100.00 62 4i 14 �A 3 $2,000.00 32 0! 18 EF 170d ;35.00 32121B SY 144U �37.00 32 92 i6 SY 1440 $25.04 321123 SY 460 $50.00 32 'I'( 33 TON 52 321133 SY 'E�140 32 19 33 SY 1800 321313 5Y 445 32 '1313 5Y 180p 32 13 20 SF 920 32 13 20 Eq g 32 96 'E3 i� 20 32 31 13 LF 150 32 34 26 LF B5D 32 31 26 Eq 2 32 91 19 CY 50 32 92 73 SY 40a 33 Di 37 i.F 2400 33 Oi 30 EA 9 33 D5 90 �F' 24U0 33 05 17 EA 3 33 05 15 EA 1 33 39 6Q VF 10 33 39 fi0 VF 103 EA 1 33 07 34 LF 2Aq0 CY , 420 �'A 2 • EA 2 l.S 'i ENA OF SECTION C11Y OFFORT WOR7A STAI+FDARU CON31R[iC130TF SPECII'1CATi0N DOCUMEMS Fmm Revued 20120[2Q $9:00 $1U3.00 $15,50�.00 $6,OOD.00 $59;500.00 $53,28Q.00 $35,000.00 $27,600.OQ ��2,aso.00 $i 1,520.00 �16,20D.00 $G5,835.D0 i180,SUD.OD $3,600,Q0 �� .�ao.oa $1D.Q0 �6,500.U0 67,20Q.00 �2,400.00 $85.00 $4,25a.00 $3U.O�U $12,000.0( $2.00 $4,800.04 $225.OU $2,025.00 $9.00 $2,ADR.00 >1,'l50.00 $3,450.OD �i,70S1.00 $'[,700.90 $2SQ.0�4 $2,900.00 �30�A.U0 �30,904.00 �2,5Q0.00 $2,540.OD $S.QO $14,400.00 $142.0�4 $59,640:00 '�otal Base Bid�� " _ .�'- `= 00 A2 d3 Bid Prqpsal Addendm�� 3 20201207 OQ A313 61D BOND Page 1 of 1 S�CiIO�d OQ 43 93 B!D BOND KNOW A�L BY TFI�S� PRFcS�P�iS: 7ha# we, (Bidder Name) Mountain Cascade of Texas, LLC hereinafter caN�d ihe �rincipal, and (Surety Name) Liberty Mufual Insurance Cor�pany a corporation or firm duly authorized to transac# sureiy business in the Siate oi Texas, hereinaftar calied the Surety, are held and firmly bnuncf unto th� City, hereinafter callsd the Obligee, in the sum of �ive Percent {5%) of the �ofal Amounk Bid -----------------------�---------------- and No11a0 Do[lars ($ __________________________,pp}, tt�e payment of which sum wilf be well and iruly made and the said Principal and the said Surety, bind ourselves, our l�eirs, executors, adminisirators, successors and assigns, join#ly and severally, firm by these presents. WFIEREAS, t�e Principal has submitted a proposal to pertorm woric for the fallowing project of fha Obfigee, ideniified as Little �ossi! Crsek Interceptor (M-292) lmprove�ent - Pari 2A - Location 2 IVOW, TFlEREFqR�, if the �bligee shali award the Coniract for the faregning project to ihe Principal, and the f'rincipal shall satisfy al! requirements and conditions required for the execution of th� Gontract and shail enter into the Contract in writing with fhe Obiigee in accordan��e with ihe terms of such proposal, then this bond shall b� null and r�vid. [f the Principal fa9ls to �cecute such Contract in accordance with the terms of such proposaE or fails to satisiy al� requirements a�d conditions raquired far the executian of ihe Contrac# in accor@ance with #he proposal or fails to satisty aEl requirements and conditions required for the execution of ihe Contract in accordance with fhe proposal, ihis bQnd shall become ihe proFarty of the Obligee, without recourss of fhe Principal and/or Surety, not ta exceed the penalty hsraof, and shail be used to compensate Obligee for ihe diiference betuveen Principai's iotal Bid Amount and the next selected Bidder's Total Bid Amount. SIGNED this 3rd day of DECEMBER , 2020. gy; p Mountain ��y, of Texas, L� ,. � �� .. �— �f• � �� "Aftach Pawer ofAttarney (Surety) forAttorney-in-Fact �PlC� �� S�C f I�P! GITY OF FORT WORTH 57ANDAR� COiVSTRUCTION SPECIF��A7[ON DOCUMENTS Form Revlsed 2091a627 Irnpresse,� Surety Seal Only Ll'TTLE F0551L CREEK INTERC�PTOIi (M 292} CiCY PR03ECT N4, 01960 .�,, E��_.�-,4.,,�„�, :. � a ��t _�,�:.. �(Signature and Title of P'rinc(pa1) .�..�i��r�, �it7�:� 1 �fJR` 7 Lib�rry Mutuai Insurance Campany The Ohio Casualty Insurance Campany 1!lfestAmerican Insurance Company POidV�R ��' A��'��N�Y CediiicaEe No: 8196963 - 396022 KNOWH ALL PERSONS BY TH�SE PRES�NTS: Thet 7Eie Ohio Casualty insurance Company is a corporation duly organized under the laws of the Slate of New Hampshire, ihat Liherty MuWal Insurance Campany is a corporaiion dulyurgan(zed und�rt�e laws of ine Sfate af lNassachusetls, and West American Insurence Company is a carporaUon duty organized under �helaws of Ihe State of Indiana (herein collectivelycaE��cE �he'Campanies'), pu�suanl to and 6y authority harein ss! fedh, does hereby name, conslituie and appof�t, Caroiyne Fanery, S. Nicole Evans, Frances M. Murphy,Btadle N. Wrig�ht all nt the diy ot San Fmncisco slale of Caiifom�a each iodividually if ihere be more 1Man one named, iis I�ue and lawful aftomey-ln-fact to make, execule, seal, aduiowledge and delnrer, far and nn fls 6ehalf as sureiy and as i[s ad and deed, any and all andertaltings, bonds, recognixances and oihsr sureiy obliga6ons, in pursuance of Ehese pr�sents and shall be es bfnding upnn Ihe Cornpanzs as i( ihey have 6sen duly slgned 6y the presidant and attested 6y the secrelary otliie Companies in Iheir awn proper persans. IN WITN�SS WH�REOF, this Pawer of Altorney has heen subscribed by an authorized afficer or offidal of the Companies and Ihe corpnrale seals af iha Campanies have been affixed iherelo this Sth day ot October , 20i8 . Slate of PEMNSYLVAHIA gg Cauniy of MON7GONlERY LlGerly Mt�luaf Insuranee Company P� tmsU,y �qv ilasp � �NSUqp Tha Ohin Casually Insurance Company �v��aPo+a��y�fi yJ3�Rcory�'Qy,� �� 4Pwr,r� �� West Nnedoan Insurance Company 0 'i91a o 0 9919 � � 1999 n o � �R�� cxus�db yo�yaxrs�b� +ts �hurnx� db ei� * �:�* �'H,� * �,� a�� * �,� �Y� Oavid M. Carey, Assisianf Secretary On fhis Sth day o( October , 2UI8 �efore ma persanallyappeared aavid M. Caray, urho ackno�vlsdged himself Io he the Assislant Seu�etary oFlibarty Mulual Campany, Tha 44io Casualty Company, and West Ame�ican Inse�rance Campaa�y, and thal ha, as suah, being aulhorized so to du, execute thz Earega�g insirument for Ihe Iherein contafned by sfgning vn behaltotihe eorporalions by hlmself a� a duly aulf{orizad ol�oer, IN YINTHESS V1fHEREO�, I have hereur�m subscribed my nams and afEixed my nolarial seal al King of Prussfa, Pennsylvania, an the day aod year first above wrillen. : ,. , r COi�S�iOFik+EFYLTH �F PENNSYI.VANfA l,foWrial 3eal � Te�ssa Pas4e�a. Pidary Publfc Upperhlerion74vp.,tAonlgomeryCaumy �yt � M1lyCommissiar.EKpireshlc*ch�28.Ra21 Me mber, prnn.ykan a,Ass acta4an o! Noledas Zhis PosveroFAttomay is made and execuied pursuanl to and by au�harity of Iha toliouaEng By-laws and Autfiorizalions of 7lie Ohio Casualty insurance Company, Libe�ly Mutusl Insurance Company, and West Amer+can lnsurance Company �uhich resalutians are now in fuU farce and effect reading as foliaws: ARFiCL@ iY—OFFlCERS: Seciion 12. PotaerofAfiarrt$y. Any oif�cer or other ef�clef of Ihe Corporaciosi auVhorized tort�ai purposein wiiling bythe Chairman or the Prestdent, and sub)ecl �o such fimitalion as Ehe p�airman or Ihe PresEdenl may prescr�rie, shal! appofnt such attameys-f�-fact, as may be necessary to act in 6ehalFof the Corparatfon lo make, exewte, sea(, aclmowledge and deliver as surery any and a!I undBrlakings, bonds, recagnlzancas and oiher surely abRgatians. Such at�orneys�in,facf, suk�ed to Ihe Gmitations se! fnrlh in lhefr respecliva powers o! altamey, sfielE have full power lo bind the Corporation hy iheir signature a�d exec�u�ion of aay sudi inshusnents and �o aitach I�a�eto ihe seal af t�e Carporalion. When so exeeuted, such inslrumanEs shall be as 6inding as if signed by tfre Prasident and altested io by ihe Seaetary. My prnxer or authorily granled to any representeGve ar etfomayin•facl under Ihe provisions of this anide may be revoked al any lime 6y ihe Baerd, lhe Chairman, I�e Presidenl or 6y.1he officer or olficers granfing suc�h p�r+ver or authatlly. AftTICL� Xil— �xecut�an of Caniraais: Sec�`a�e 5. Suretyr Bartds and �1�cE�►#akings. Any of�cer nf Ehe Campany aulho�fzed tor I�a[ purpose in raiU�g by the ahairman ar I�e prasident, and su6jaal to sud� limilations as Ihe cha]rman ar ihe prasident may presenbe, shali appoint such aftomeys-in-fac[, as may be necessary to asl i� 6�half at Ihe Campany to make, execx3le, seal, acknawfedge and deliwer as surety any and all under#akings, 6onds, reoognizances and oiher su�ery obligalions. Sucii alta,�na�in-faci sudjsct lo tha Ami�alions set ior�h !n their respaclive powers ot attomey, shall have fuN powar fo bind Ihe Company by I�eir signature and execubon of any such irrslrumenls and io al�aoh therato ihs seat of the Company. When so execuled such instiuments shafl be as binding as if signed by it�e preradenl an� attasted by Ihe secre�ary. C�HIRcat� o� Desfgnallon —The Pres�lenf of ihe Company, ecUng pwsuar�io EFra.By�laws ot1�e Cpmpany, auihorizes �atid Nf. fiarey, Assisfa� 5ecretary to appaint such altomeys-in• facl es may 6e necessary !v ac# on behait of the Com�aa�y ro+na�.e, axecu;�, sea+, acknowledge and d�Gver as sureiy any and all unde►ta4ings, bonds, rewgnizances and nlher surefy ab!;ga�ons. AuthorE�alion — By unanimous cnnsent of i�e Cnmpariye BoaJd o[ pirectars, Ihe Campany conseads that (acsfmile ar mecha�fea�y raproduced sign�ture vf airy assistsnt secretery of lhe Campany, wfierever appea�tng upon a oarlified oopy of any power of aRomey issued by t�e Company in connecllon w�ih surely bonds, shall be va3d and ��dlr�g upon l�e Cvmpanywith �he same force and etfect as lhaugh manu�Nyaffixed. I, Renee C. l.leweliyn, Ehe undersign¢d, J�sslstant Secrelary, fihe Ois€a Casualty Insurance Company, L[berly Nlulual insurance Campany, and West Amedcan Insurencs Company do hereby certify lhat Ihe arigina] paweraf attom�y of wh:sh ihe toregofng Is a fuQ, Wa a�d cwrect copy of fhe Powaro( Attomey execuled by sald Compan4Es, is �n full force and eitect and has noi been revoEced. IN T�STYMQNY WNEI€EOF, I have hereuiito sei my hand sn� a�xed Ihe seafs oS said Companf�s Ehis 3rd day ot DECEitiiIBER , 202� . �, tMB� tY IRtgV � 1kSU�q .�`)A °wP°iy�[� eiJ �`u''a�1'� pPrARvoRqj�yo � 3� �fi �'� °b m � 3 0� � 7972 � 0 9J9� o � 1991 n �[�� Y�'��a�oNub�aa �0��'NAedPa'�� rs �A7oiAl7F �L� sy�RsneeC.Llevreliyn�AssislantSecrelary 8j� * �,� �y1 * �,� �1,�� * �,� This Pativer of Altorney i'smlls ihe acts of those named herein, and they have na authority to 6ind lhe Gampany excep! in fhe menner end to the extent herein slated. � �; � � � � O � � �i° � p� O � LFAS-12873 LMIC OCIC WA[C MuiliCo_U62D18 00 43 37 VEiV�OR CONEPLIAIVCE TO STATE !AW Page 1 of 1 SEC710P! 00 43 3� V�NDOR COMPLIANCE 70 STATE I.AW NOiV RE510ENT BfDDER Texas Government Code Chapter 22�2 was adopted for the award of cantracts to nonresident 6idders. This law provides that, in order #o be awarded a cor�tract as law bidder, nonresidertf laidders (aut-af-sfate eontractors whose corporat� offices or principaf place of business are outside the State of Texas) bid projecis for construction, impravements, supplies or ser�ic�s in Texas at an amount lower than the lowest Texas resident bidder by the same amaunt that a Texas resident bidder would be required #o underbid a nonresident 6idder in order ta obtain a comparable contract in the State whiah t�e r�onresidenYs principai place of business is located. ihe appropriate f�lanEcs in Section A must be fllled out by all nonresident bidders in order for your bEd to meei speci#ications. The failure of nonresident bidders to do so will automaticaily disqualify that hidder. Resident bidders must c�eck the box in Section B. A. Nonresident bidders in the State of , our prir�c�pa! place af business, are required #o be perceni iowe� than resident bidders by 5tate Lavu. A copy af t�te statute is atkached. iVonresident bidcfers in the State of , aur principal place af business, are not rec�uired fo underbid resident bidders. B. 7he principal place of business of our campany or aur parent company or majority owner is in the State af 7exas.l] �fC�Q�F�: Mountain Cascade of T�xas, I�LC 11729 E. FM 9'17 Alvarada, TX 76009 Q By; Andrew L. McCulloch - �� _�' ��_ �' - , � (Signature) Ti#le: Vice President Dake: ��'�=�� EPID OF SECTION C1TY OF FORT 1NORTH STANDARD CQiVSTRUCTION SPECIFICATIONE UDCUMENTS Form Revised 2U110627 Q[I A2 43 Bid Proposal Adde�dum 3 20201207 OD4511 -1 BIDDERS PREQ[JALlFICATIONS Page 1 of 3 SECTION 00 4511 BIDDERS PREQUALIFICATIONS l. Summary. All contractors are required to be prequalified by the City prior to submitting bids. To be eligible to bid the contractor must submit SectiQn 00 45 12, Frequalification Stateinent for the work type(s) listed with their Bid. Any contractor or subcontractor who is not prequalified for the work type(s} listed in�st submit Section QO 45 13, Bic�der Prequa�ification Application in accordance with the requirements below. The prequalification process will establish a bid lunit based on a technical evaluatian and financial analysis of the contractor. The information must be submitted seven {7) days prior to the date of the opening af bids. For exam�le, a contractor wishing to submit bids on projects to be opened on the 7th of April musi file the information by the 31 st day of March in o�-der to bid on these projects. In order io expedite and facilitate the approval of a Bidder's Prequali�cation Application, the %llawing must accompany the submission. a. A complete set of audited or reviewed financial stateinents. (1) Classified Balance Sheet (2) Income Statement (3) Statement of Cash Flows (4) Statement of Retained Earnings (5} Notes to the Financial Statements, if any b. A certified copy of the �rm's az-ganizatzonal documents (Corporate Charter, Articles of Incozporation, Articles a� Organizatioz�, Certiizcate of Formation, LLC Regulations, Certificate of Limited Partnership Agreement). c. A coinpleted Bidder Prequalification Application. (1) The firm's Texas Taxpayer ldentification Number as issued by the Texas Comptroller of Pub�ic Accounts. To obtain a Texas Tax�ayer ldentification number visit the Texas Comptroller of Public Accounts online at the following web address www.window.state.tx.us/taacpermit/ and fill out the applicatioai to apply for your Texas tax ID. (2) The firm's e-mail address and f� n�unber. (3) The firin's DLTNS number as issued by Dun & Bradstreet. This n�ainber is used by the Ciry for required reporting on Federal Aid projects. The DiJNS number may be obtained at www.dnb.com. d. Resurnes reflecting the construetion experience of the principles of tlie firm for firms subinitting their initial prequaiification. These resumes should include the size and scope of the work performed. e. Other infonnation as j-equested by the City. 2. Prequalification Requirements a. Financial Statements. Financial statement submission must be provided in accordance with the following: (1} Tlle City reqnires that the original Financial Statement or a certified copy be suhmitted for consideration. CITY OP FOItT WORTH LITTLE FOSSIL CREEK 1NTrRC�PTOR (M-292) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 019G4 Rcviscd July l, 201 I 004511 -2 I3IDDERS PRT'QUAI,IPIC.ATTQNS Page 2 of 3 (2) To be satisfactory, the financial statements must be audited or reviewed by an independent, certified pubIic accounting �r�n registered and in gaod standing in any state. Current Texas statues also require that accounting firms performing audits or reviews on business entities within the Siate of Texas be properly licensed or registered with Cl�e Texas State Board of Public Accountancy. (3) The accounting firm should sCate in the audit report or review whether the cantractor is an individual, corporation, or limited liabiIity company. (4) Financial Staternents inust be presented in U.S. doilars at the cun•ent rate of exchange of the Balanca Sheet date. (5) The City will not recognize any certified public accountant as independent wl�o is not, in fact, independent. (6) The accountant's opinion on the iinancial statements of the contracting company should state that the audit or review has been conducted i�i accordance with auditing standards generally accepted in the United States of A�r�erica. Thts musi be stated in the accountfng firm's opinion. It shauld: {1) express an unqualified opinion, or (2} express a qualified opinion on the statements taken as a whole. (7) The City reserves the right to require a new statement at any time. (8) The financial statement must be prepared as of the last day of any month, not tnore than one year old and must be on file with the City 16 months thereafter, in accordance with Paragraph 1. {9) The City will detennine a contractor's bidding capacity for the purposes of awaz-ding contracts. Bidding capacity is deterinined by multiplying the positive net working capital (working capital= current assets — current liabilities) by a factor of 10. Only those statements reflecting a positive net working capital position will be considered satisfactory for �requalification purposes. (10) In the case that a bidding date fa11s within the time a new financiaf statement is being prepared, the pa��vious staterrxent shall be updated with proper verification. b. Bidder Prequalif cataon Application. A Bidder Prequalification Application must be submitted along witl�. audited ar reviewed iinancial statements by �iYns wishing to be eIigible to bid on all classes of construction and maintenance projects. Incomplete Applicaiions will be rejected. (1) In those schedules whej•e there is nothing to report, the notation of "None" or "N/A" should be inserted. (2) A ininimum of five (5) references of related work musi be provided. (3) Submission of an equipment schedule which indicates equipment under the control of tlae Contractor and which is related ta the type af work for which the Contactor is seeking prequaiificatian, The schedule inust include the manufacturer, model and general coinmon description of each piece af equipment. Abbreviations or ineans of describing equipment other than provided above will not be accepted. 3. Eligibility to Bid a. The City shall be the sale judge as to a contractor's prequalification. b. The City may reject, suspend, or modify any prequalificaiion for failure by the conhactor to demonsirate acceptable financial abiIity or performance. c. The City will issue x letter as to tJae staius of the prequalification approval. C1TY OF FORT WORTH LITTLE FOSSIL CREEK IAITERCEPTOR (M-292) STANDARD CONSTiil3CT10N SP�,C]F1CAT10N DOCUMCNTS CITY PROIECT NO. 01960 Revised 7uly 1, 2011 0045 ll -3 BiUDERS PREQUALI�ICATIQNS Page 3 of 3 d. lf a contractor has a valid prequa�i�cation letter, the contractor will be eligible to bid the prequalifed work types until the expiration date stated in the letter. END OF SECTION CITY OF FORT WORTfI LITTLE FO5SLL CLZEEK 1NTERCEPTOR (M-292) STANDARD CONSTRUCTiON SP�CIFICATION AOCUMENT$ C3TY PROdECT NO. 01960 Rcvised July 1, 2011 00 45 i2 B!� FORM Page 1 of i s�c�io� oo as �2 PREQUALIFICATiON STAT�M�N7 Each Bidder for a City procurernent is required to camplete the informaiion below by identifying the prequalifi�d contractors andlor subcontractors whom they intend ta �tiliza for the majo� wor�C iype(s) listed. Major Wark Type ContractorlSubcor�iractor Campany Name �'�'equaiifiicafion �x iration Dake Sanitary Sewer lmprovements 33-inch Sanitary 5ewer Mounkain Cascade nf Texas, LLC 11311202'E Replacemer�t by Open C�t Sanifary Sewer improvements 30-inch Sanitary Sewer Mauntain Cascade of Texas, I.LC 1131I202i Replacement by Oper� Cut Sanitary Sewer Improvements 12anch Sanitary Sewer Mountain Cascade of Texas, LLC 1131I202) Replacement f�y aper� Cuk - , ,- , �... Concrete anci Asphalt }� , : �- - � � r , Pavemeni Repair -', _ ; - .. =' ' �, �-� � _ ` � � _ � � � "�i 7he undersigr��d h�reby certifies thai #h� contractors andlnr subcontractors described in the table abave are currenily prequalified for the work types lisked. BIDBER: Mountain Cascade of T�xas, LLC 19729 E. FM 917 Alvarado, TX 76009 0 By: Andrew L. McGulloc� y ' '�' ' y ' . � -� Y . ..� . _ � I y., r , � . -'�_ �� "--'�.../ �r"- °�� __ _ - � {Signature) -_ Title: Vice President Date: �. - � � �il�D O� S��TiaR1 CiTY OF FORT WORTH STAhl�ARD COiVS'f#2UCTIO�i SPECIFICATlON OOCUMENTS Form Revised 2U72�12U 00 k2 43 Bid Proposal Addendum 3 202012D7 �f} �� i�T�:� �� SECTION 00 4� 13 �IDDER PREQUALIFICATION APPLICATION Date of Balance Sheet Name under which you wish to qualify Post Office Box Mark only one: Indivi dual Limited Partnership Genera] Partnership Corporation Limited Liability Company City State Zip Code Streei Address (required) City State Zip Code ( ) ( } Telephone Fax Email Texas Taxpayer ldentification No. Federal Employers Identification No. DUNS No. (if applicable} MAIL THIS QUESTIONAIRE ALONG WITH FINANCIAL STATEMENTS TO: CITY OF FORT WORTH TEXAS 1000 THROCKMORTON STREET FORT WORTH, TEXAS 76102-631 1 AND MARK THE BNVELOPE: `BIDDER PREQUALIFICATION APPLICAT[ON" 004513-2 F31f?D[:CL PRFQUAL[FIC�7'ION APPE.ICATION Fage 2 of 8 BUSINESS CLASSIFICATION The following should be co�r�pleted in order that we �nay properly classify your firm: (Checic the block(s) which are applicahle — Blocic 3 is to be left blank if B1ock 1 and/or Block 2 is checked) � Has fewer than 100 employees and/or � Has less than $6,OOQ,000.00 in annual gross receipts OR � Daes not meet the criteria for being designated a sma11 business as provided in Section 2006.001 of the Texas Governmeiit Code. The classification of your firm as a small or large business is not a factor in determining aligibility to become preyualified. MAJOR WORK CATEGORIES Water Department Aug�r Boring - 24-inch diai�eter casing and less Augur Boring - Greater than 24-inch diameter casing and greater Tunneling — 3b-Inches — 60 —inches, and 350 LF or less Tunneling - 36-Inches — b0 —inches, and greater than 350 LF Tunneling — 66" and greaier, 350 LF and greater Tunneling — 66" and greater, 350 LF or Less Cathodic Protection Water Distribution, Developinent, 8-inch diameter and smaller Water Distribution, Urban and Renewal, 8-inch diameter and smaller Water Distribution, Developxnent, 12-inch diameter and smaller Water Distribution, Urban and Renewal, 12-inch diameter ar�d smaller Water Trans�nission, Development, 24-inches and s�naller Water Transmission, Urban/Renewal, 24-inches and smaller Water Transmission, Development, 42-inches and smaller Water Transmission, Urbarf/Renewal, 42-mches and smaller Water Transtnission, Development, All Sizes Waier Transmission, Urban/Renewal, A]1 Sizes Sewer Bypass Purnping, 1 S-inches and smaller Sewer Bypass Pumping, 18-inches — 36-inches Sewer Bypass Aumping 42-inches and la��ger CCTV, 8-inches and smaller CCTV, 12-inches and smalIer CCTV, 18-inches and smaller CCTV, 24-inches and smaller CCTV, 42-inches and smaller CCTV, 48-iilches and smaller C1TY OP �OR'C WORTfi LITTLE FaSSIL CREEK INTERCEPTOR (M-292) STANDARD CONSTRUC7'ION SPECIFICATION DOCU3vICNTS CI7'Y PR07ECT NO. 01960 Kevised Dccember 20, 2012 004513-3 BIDDER PREQUAi,IPICATION APPLICATIdIV Page 3 of 8 MAJOR WORK CATEGORIES, CONTINUED Sewer CIPP, I2-inches and smaller Sewer CIPP, 24-inches and smafler Sewer CIPP, 42-inches and smaller Sewer CIPP, All Sizes Sewer Collection System, Development, 8-inches and smaller Sewer Callectian Systern, Urban/Renewal, 8-inches and smaller Sewar Callection System, Develapment, 12-inches and smailer Sewer Collection System, Urban/Renewal, 12-inches and smaller 5ewer Interceptors, Development, 24-inches and smal�er Sewer Interceptors, Urban/Renewal, 24-inches and s�naller X Sewer Interceptars, Development, 42-inches and smaller Sewer IntercepCors, Urban/Renewal, 42-inches and smaller Sewer Interceptors, Development, 48-inches and smaller Sewer Interceptars, Urban/Renewal, 48-inches and smaller Sewer Pipe Enlargement 12-inches and smaller Sewer Pipe Enlargem�nt 24-inches and smaller Sewer Pipe Enlargement, All Sizes Sewer Cleaning , 24-inches and smaller X Sewer Cleaning , 42-inches and s�naller Sewer Cleaning , All Sizes Sewer Cleaning, 8-inches and smaller Sewer Cleaning, 12-inches and smaller Sewer Siphons 12-inches or less Sewer Siphons 24-inches or less Sewer Siphons 42-inches or Iess Sewer Siphons All Sizes Transportation Public Works X Asphalt Paving Construction/Recanstruction (LESS THAN 15,000 square yards} Asphalt Paving Construction/Reconstruction (15,Q00 square yards and GItEATER) Asphalt Pauing Hea�y Maintenance (i_TNDER $1,000,000) Asphalt Paving Heavy Mainte�zance ($1,000,000 and OVER) X Concrete Paving Construction/Reconstruction (LESS THAN 15,000 square yards) Concrete Paving Construction/Reconstruction {15,000 square yards and GREATER) Roadway and Pedesta'iaya Lighting CITY OF FORT WORTH L1TI'�E FpSSIL CRErK [N7'ERCEPTOR (FvJ-292} STANDAAD CONSTIiUC`I'lON SFECIFICATION DOCUMENTS CITY PROJECT NO. 01960 Revised Decem6er 20, 20 ] 2 004513-4 BIDDER PREQUALIFICATION APPLICATION Pagc 4 of 8 l. List equipment you do not own but which is available by renting DESCRtPTION OF EQUIPMENT NAME AND DETAIL�D ADDRESS OF OWNER 2. How many years has your organizaiion be�� in business as a general cantractor under your present name? List previous business na�r�es: 3. How many years of experience in construction work has your orgauization had: (a} As a Generai Contractor: {b) As a Sub-Co�itractor: 4. *What projects has your organization compleied in Texas and elsewhere? CLASS LOCATION NAME AND DETAILED CONTRACT OF DATE C[TY-COUNTY- ADDRESS OF OFFICIAL TO AMOUNT WORK COMPLETED STATE WHOM YOU REFER �`If requalifying only show work performed since last statement. 5. Have you ever failed to cornplete any work awarded to you?_ If so, where and why? 6. Has any officer or owner of your organization ever been an officer of another organization that failed to complete a contract? If so, state the name of the individual, ot�er organizatioz� ar�d reason. 7. Has any officer or owner of your arganization ever failed to complete a cantract executed in his/her name? If so, state the name of the individual, name of owner and reason. CITY OF FORT WORTH LI'I"PLE FpSSIL CREEK iNTERGEPTOR (M-292) STANDARD COMSTRUCTION SPECIFICATION DOCUMFNTS CITY PRO]ECT NO. 01960 Revised December 20, 2032 OD4513-5 BIDDER PREQUALIFICATION APPLICATION Page 5 of 8 8. In what othsr lines of business are you financially ir�terested? 9. Have you ever pei�formed any work for the City?. lf so, when and #o whom do you refer? 10. State names and detailed addresses of all producers froria who�m you I�ave purchased principal materials during the ]ast three years. NAME OF FIRM OR COMPANY DETAILED ADDRESS 11. Give the names of any affiliates or relati�es currently debarred by tlae City. Indicat� your relatio�lship to this person or firin. 12. What is the construction experience ofthe principal individuals in your organization? PR�S�NT MAGNTTUDE POS[TTON OR YEARS OF AND TYPE OF IN WI-IAT NAMG OFF'TC� EXPERIENCE WORK CAPACITY 13. If any owner, off cer, director, or stockholder of your firm is an employee of fhe Ci#y, or shares the sa�ne household with a City employee, please list the name of the City employee and the relationship. In addition, list any City employee who is the spouse, child, or parent of an owner, of�icer, stockholder, or director who does not live in the same household but who receives care and assistance from that person as a direct result of a documented medical cor�ditton. This includes foster childre� or those related by adoption or marriage. CITY pF NOIt'!' WQRTH LITTL� POSSIL CRCPK INT�RC�PTOR (M-292) STANDARI? CONSTRUCTION SPECIFICA7'IpIV I�OCUMENTS Cl'�Y PR07ECT NO. 01960 Revised Decem6er 20, 2012 064513-G BIDDER PREQUAL[F1CATlON APPLICA7'EON Page 6 of 8 CORPORATION BLOCK PARTNERSHIP BLOCK If a corporatiou: If a partnership: Date of Incorparation State of Organization Charter/File No. Date of arganization President Is partnership general, ]imited, or registered limited liabiiity partnership? Vice Fresidents File No. (if Limited Partnership) General Parir�ers/Officers Secretary Limited ParCners (if applicable) Treasurer LIMTTED LLABILITY COMPANY BLOCK If a corporation: State of Incorporation Date af organization File No. Individuals authorized to sign for Parinersllip Officers or Managers (with titles, if any) Except for limited partners, the individuals iisted in the blocks above are presanned to �tave �ull si�nature authnrity for your �rm unless otherwise advised. Should you wish to grani signatare authority for additional individuals, please atiach a certified copy of the corporatc resolution, corporate minutes, partnership agreemenY, por�ver of attorney or other legal documentat�on which grants this authority. CITY OF FORT WORTH LITTLE FOSSIL CREEK IIVTERCEPTOR {M-292) STANDARD CONS'fRUCTION SPECIFICATION DOCUMGNTS Cl'fY PRQJECT NO. 019G0 Revised December 20, 2012 004513-7 BIDDER PREQUALIFICATIdA! APPLICATION Yage 7 of S 14. Equipment � TOTAL BALANCE SHEET ITEM QUANTtTY ITEM DESCRIPTION VALUE 1 2 3 4 5 G 7 8 9 10 ll l2 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Various- TOTAL Similar types of� equipment rnay be lu�nped together. lf yotar firrri lias rnore than 3U types of equipment, you may shovv these 30 types and show the remainder as "various". The City, by allowing you to show only 30 types of equipment, reserves the right to request a complete, detailed list of all your equipment. TY�e eyuipment list �s a representation of eyuipment under the control of ihe firm and whicll is related io the type of work for which the �rm is seeking qualiiication. In the description incIude, the mar�ufacturer, model, and general common description af each. C1TY OP f OKT WpRTH Ll"1'7'LE FOSSIL CREEK TNTERCEPTOR (zv1-292) STANDARD CONSTRUCTION SPECIFIGATION DOCUMENTS CITY PROJECT NO. 41960 Revised Dccember 20, 2012 004513-5 BIDDER PREQUALIFICATION APPLICATION Page $ of S BiDD�R PREQUALIFICATION AFFIDAVIT STATE OF COUNTY OF The undersigned hereby declares that the foregoing is a true statement of the financial conc�ition of the entity herein tirst named, as of the date hereiil first given; that this statement is for the express purpose of inducing the party to whom it is subrnitted to award the submitter a contract; and that the accountant who prepared the balance s�eet accompanying this report as well as any depository, vendar or any other agency herein named is hereby aut�iorized to suppIy each party wifh any information, while this siatement is in Force, necessary to verify said statement. , being duly sworn, de�oses and says that he/she is the of , the entity described in and which executed the foregoing statemeaat that he/she is familiar with the books of the said entity showing its �inancial condition; that the foregaing financial statement taken from the books of the said entity as of the date thereof and that the answers to tha questions of the foregoing Bidder Prequalificaiian Application are correct and true as of tl�e date ofthis affidavit. Firm Name: Signature: Sworn ia before me this day of � Notary Public Notary Public mast not be an officer, director, or stockholder or relative thereaf. C�TY OF FORT WORTH LiTTL� POSSIL CRCCiC 1NTCi2CEPTOR (M-292) STANDAKD CdNSI'I2UC"I'ION SPECIFICATION DOCUMENTS CITY PROJECT NO. 019b0 iZcvised Dece�nber 20, 2012 ao as 2� - � CONTRACTOR COMPLIANEE W1Ti�1 WORKER'S COMPENSAT[ON LAW Page I af I SECTION DO 4S 26 CONTR.ACT�R COMPLIANCE WITH WORKER'S COMPENSATION LAW Fuisuant to Texas Lahor Code Section �406.096(a), as amended, Conh�acior cei�ifies that it pravides worker's coinpensatiaii ii�stirance cove�•age for all o� its employees employed o�� City P�•oject No. 01928. Contractor fi�rtl�er ce�•tiiies that, pu�'s�ant tv Texas Laboi• Code, Section 406.096(b}, as amended, it wi�l p�•ovide ia City its subcont�actoi•'s certificates of corr�pliance with worker's coinpensation coverage. CQNTRACTQR: Mountain Cascade,�f Texas. LLC Company 117�9 E. FM 917 _ Adciress By: ^ A�zdrew McCulioch , (P�ease Pri } .� ..� ��:� .� Signatu�•e: _ — ��_ � Alvarado TX 76Q09 Tit1e: V'ce Presidei�t CitylState/Zip (PIease Frint} THE STATE OF TEXAS COUNTY (3F TARRANT BEFORE ME, tlae undez-sigrzed authn��ity, an this day personalty appeared And rew McCulloch known to n�e to b� the person whose nanie is subscribed to the foregoing insirumeni, and acknowledged lo xne that he/she executed the same as the act and deed of __ yice President for tlze pulposes and cottsideration therein expressed and in tha capacity the►•ein stated. GIVEN UNDER MY HAND AND SEAL OF OFFiCE t�is dth day of Decem�ber , 2020. lic in and for the State of Texas ��►�ss'lfa WANDA SUE JAR�ELL ��l�Y pUO,�i END OF SECTIO =x°'� s4c�+=�atary Public, 5tete of?exes :9�s�,.�� Cornm. Explres QG-29-202k r''i�o��`,`� Plotary Ib 11962�07 rren� CITY OF FORT WORTH Li't'TLE FOSSI4 CRRE[� INT�RG�PTOR {M-292) STANDA RD CQNSTRUCTiON SPECIFiCATION DOCUMENTS CITY PROiECT AfO.O 1460 Rcvised luiy 1, 2Q11 004540- I Minority Business Enterprise Specifications Page 1 of 2 SECTION 0� 45 40 1'�MYOY2ARY REVISION 4/6/2020 (COVID-19) Minority Business Ente�prise Specifications APPL.iCATION OF PC)I.ICY If the total dollar value of the contract is greater than $50,000, then a MBE subcontracting goai is applicable. POLICY STATEMENT lt is the policy of the City af Fort Worth to ensure the full and equitable participatian by Minarity Business Enterprises (MBE} in ti�e procurement of al� goods and services. All requirements and regulations stated in the Crty`s current Business Diversity Enterprise Ordinance apply to thisbid. MBE PROJECT COA�� The City's MBE goal on this project is 16% of the total bid value of the contract (13ase bid applies to Parks and ComrraunityServices). Note: If both MB� �d SBE subcontracting goals are established for this projett, then an Offerar must submif both a MBE Utilization Form and a SBE Utilizatiau Form to 6e deemed responsive. �MPLiANCT Tn BiD SPECIFTCATIONS On City contracts $50,000 or more where a MBE subcontracting goal is applied, Offerors are reyuired to comply witn the intent of the City's Business Diversity Enferprise Ordinance by one of the followin�: 1. Meet or exceed the a6ove stated MB� goal through MBE subcontracting participation, or �. Meet or exceed the above stated MBE goal t�trough MBE Jaint Venture partieipation, or 3. Good Faith Effort documentation, or; 4. Prime Waiver documentation. SUBM�TTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the assigned City of Fort Worth i'roject Manager or Departrneni Designee, within the following times allocated, in order for tl�e e�itire bid to be considered responsive to the specifications. The Offeror shall EMAIL the MBE documentation to the assigned City of Fort Worth Project Manager or Department Designee. A faxed co_py will not be accented. 1. Subcantractor Utilization Form, if received no later than 2:00 p.rn., on the seconc� City business goal is met or exceeded: day after the bid opening clate, exclusive of the bid opening date. 2. Good Faith Effort and received no later than 2:00 p.m., on the second City business Subcontractor Utilization Form, if day after the bid openij�g date, excIusive of the bid opening artici ation is less than stated oal: date. 3. Good Faith �ffort and received no later than 2:fl0 p.�n., on tlie second City business Subcantractor Utilization Form, if no day after the bid opening date, exc]usive of the bid opening MBE artici ation: date. 4. Prime Contractor Waiver Form, received no laier than 2:00 p.m., on tlae second City business ifyou will perform all day after the bid opening date, exclusive of the bid apening contracting/su lier work: date. CITY OF FORT WORTH LITTLE FDSSIL CR��K INTERC�PTOR {M-292) STANDARD CONSTRUCTION SPECIFICATION DOCUMETfTS CITY PItOJECT NO. OE960 Temporarily Revised April 6, 2D20 due to COVIDI4 Emergency 004540-2 Minority Business Enterprisc Specifications Page 2 of 2 5. Joint Venture Form, if goal is inet received no later than 2:00 p.m., on the second City business or exceeded. day after the bid opening date, exclusive of i��e bid apening date. FAILURE TO COMPX,Y WITH TFTE CITY'S SUSINESS DIVERSITY ENTERPRISE ORDINANCE WILL RESULT 1N THE BID BEiNG CONSIDERED NON-RESONSiV� '1'O SP�CIFiCATIONS. RAILURE TO SUSMIT TH� REQUiRED MBE DOCUMENTATION WiLL RESULT IN THE BID BEING CONSID�RED NON-RESPONSNE. A SECOND �'AILURE WiLL RESULT IN THE OFFEROA BETNC DiSQUALIFIED FOR A PER10D OF ONE YEAR. THREE TAILURES IN A FIVE YEAR PEAiOD WILL R�SULT IN A D1SQliAI,IFiCAiTON PERIOD OF THREE YEARS. Any Questions, Please Contact The SDE Office at (817) 392-2674. END UF SECTION C1TY OF FbKT WORTH LITTLr FpSSIL CRE�K ]N7'ERGEPTOR (M-292} STANDARD GONS'iRUCTI01�3 SPECI�ICAT[ON i]OCUMENTS CITY PROJECT NO. 01960 7'emporarily Revised April G, 202p due to GQVIDI9 Emergency 00454t-1 SMALL [3USIi�TESS ENTERPRISE GOAL Pagc 1 of2 SECT��N 00 4� 41 T� r+�P�iRARY R�VIStON 4�6120�0 {COVID-19) SMALL BUSINESS ENTERPRISE GOAL �Text in Blue is for anformution �: ,_. .. %. �•� Blue t�rt in the projectfinaldocumenij �h�t'CI�Q. l776� "�1 �fi. ��,t ril/1C"' . �--. " . -, -.7CdjfOr►r�; APPLICATION OF POLICY If the total dollar value of the cantract is $50,000 or more, then a SBE subcontracting goal is applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Small Business Enterprises (SBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current Business Diversity Enterprise Ordinance apply to thisbid. SBE PROJECT GOAL The City's SBE goal on this project is = Insrrt,p,�je�� ral p�rcenau e�ie of the base bid (Base bid applies to Parks and Community Services). Nnte: if both MBE n�,SBE subcontracting goals are established for this project, then an Offeror must submit both a MBE Utilizatian Form and a SBE Utilization Form to be deemed responsive. COMPLYANCE TO BID SPECIFICATIONS On City contracts $50,000 or more where a SBE subcontracting goal is applied Offerors are required to comp�y with tlie intent of the City's Business Diversity Enterprise Ordinance by one of the following: i. Meet or exceed the above stated SBE goal throagh SBE subcontracting participation, or �. Meet or exceed the above stated SBE goal throagh SBE Joint Venture participation, or 3. Good Faith Effort documentation, or; 4. Prime Waiver documentation. SUBM�TTAL O� REQUIR�D DOCUMENTATION The applicable documents must be received by the assigned City of Fort Worth Project Manager or Departinent Designee, witl�in the following times allocated, in order for the entire bid to be considered responsive to the speci�cations. The Offeror shall EMAIL the MBE documentation to the assigned City of Fort Worth Project Manager or Departinent Designee. A faxed couv will not be acceqted. 1. Subcontractor Utilization Form, if received no later than 2:00 p.m., on the second City business goal is �net or exceeded: day after tl�e bid apening date, exclusive of the bid opening date. 2. Good Faith Effort and received no later than 2:00 p.m., on th� second City business Subeontracior Utilization Form, if day after the bid opening date, exclusive of the bid opening artici ation is less than stated oal: date. 3. Good Faith Effori and received no later than 2:00 p.m., on the second City business Subcontractor Uiilization Form, if no day after the bid opening date, exclusive of the bid opening MBE artici ation: date. 4. Pri�ne Contractor Waiver Form, received no later than 2:00 p.m., an the second City business if you will perform all day after th� bzd opening date, exclusive of the bid opening contraciin /su lier work: date. CITY OF FOitT WORTH LITTLE FOSSIL CR��K INT�RC�PTOR (M-292) STANDARD CONSTRUCTION SPECIFICATION DpCUMENTS CiTY i'ROJECT NO. 01960� Temporarily Revised Apri! G, 2020 due to COVIDi9 Emergency 004541 -Z SMALL IIUSINE55 TNTIiRPR]SE GOAL Page 2 of 2 5. Joint Venture Form, if goal is met received no later than 2:Oa �.in., on tl�e second City business or exceeded. day after the �id opening date, exclusive of the bid opening date. RA�LURE TO COMPLY WITH THE CITY'S BiTSIl�E�� ID�R�I�'Fi'ENTERPRCSE ORDINANCE WILL RESULT IN THE BID BEING C4NSIDERED NON-RESPONSIVETO SPECIFICAT��NS. FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WILL RESULT IN THE SID BEING CONSIDERED NON-RESPONSIVE. A SECOND RAILURE WILL RESULT IN THE ORFEROR BEING DISQUALI�IED FOR A�'ERiOD 4F ONE YEAR. THREE FAILURES IN A FIVE YEAR P�RiOD WILL RESULT INA DISQUALIFICATION PERIOD OF THRE� YEARS. Any questions, please contact the BDE Of�ce at (81i} 39�-�6i4 END OF SECTION C1TY OF NOR7' WORTH LITTLE FOSSIL CREEK 1NTERCEP'i'OR (M-292) STANDARD CO1+15TRUCTION SPEC�'ICATION DOC�3MTNTS CITY PROJECT NO. 019G0� Temporarily Reviscd April 6, 2020 duc to COV1D19 Emergency aa sz �I3 - E Agrccme�rl Pagc I af 5 ��CTIOIV {)0 52 43 AGREEMENT THIS AGR��MENT, audiorized on Oz/1G/21 is t��ade by and behveeu tl�e City of I'ortli Wortl1, a Texas l�ome rule inunicigality, acting by ai�d tlu•ougi� its duiy authorized City Manager, ("City"}, and I�Iouniain �ascade af'I'e�;as LLC, aiithar�2ed to do i�usi�iess in T�:cas, acting by and tiiraugh its duly auNiorized representative, ("Cantractor"). City and Cont��actor, in co�isideratian af tl�e i��utual cove»a��ts ltereinafter set fai�lt, agree as follows; Ai�frcle �. WDRIC Caz�tracfor shali complete ali Woi•lc as s}�ecified oi• indicaied ii� the Contrac� Docuinenis for fI1e Pt•ojeci identi�ed l�ereiix. Articie 2. �'R4,�CT The project foi' whicl� the Warlc ui�der fi��e Coiitract Docuil�►ents may be tEie wtioIe ar• o�iiy a part is getiet•atly descrit�ed �s follows: Liftle TossiI Creel� Xnto��ce #o�• 1V1-292 Im ��oveme��fs Part 2A Lnc�.fian 2 City P�•oiect No. C€1�960 A�•ticle 3. CONT�ACT FRIC� Ciiy ag�•ees to pay Contractor %r perfor�naE�ce of the Wo�•Ic in accordanc� witl� the Contract Doauinents a�3 amou►ft, in cu�'rent fui�ds, of Onc Millian, Tive Hund��ecl I`iffy-ni�ie, l+our Hund�•eci Fifiy, and, no/cents Doliars ($1.559,450.001. Article �. CONTRACT TIM� 4.1 Fiiaa] Aoceptance. The Wa�'lc wiIl be co��plete for �ii��l Acceptai�ce wiil�in 32D days after fIie date wJxei� the Coirt��act Time cam�neitces to run, as provided in Paragrapl� 2.(13 a:f the General Conditions, p[�is any extension tl�e�-eo#' al�owed in accordance wifih Article 12 of t��e Generaj Coi�d it�ons. 4.2 Liq�zidated Datnages . Cont��aetor recognizes tIiat 1i�1�e rs of tl�e esserace fo�• completion of Milestanes, if arzy, az�d to aciiieve FinA! Acceptance of tl�e Worlc and City wili suffer #inancial Ioss if the Woz�Ic is not co�n�Ieted witllin tIxe tim�(s) speci�ed in Paragrapli �4.1 above. Tlle Ca��tt�actor also �•ecognizes filt� delays, expe��se ai�d difficulfies involved zn pi•oving in a le�aI proceeding, fhe actual loss suffa�•ed by the Cify if the Worlc is not completed on tirrie. Accoi•di►tgly, iRstead of t•equit•itzg any suclf proof, Co�tractar agrees that as tiquidated darrzages for deIay (b�t not as a peualiy), Coi7tractor sltall pay City Six Hunc�t•e� I'iftv DoIlars ($6�0.00) for each day tl�at expires after t1�e ti�ne speci�ed in ParagcapIi �-.1 for Final Accepta�ce until ti�e City issues tlie FinaI Letter of Acceptanee. CI'i'Y OF FORT WdItTFl Little Fassil Creek liiterceplqr (M 292) Impravei�tenEs Pari 2A, Loentiou 2 STANDARQ CONST[tUCTIOT[ SPECI�iCAT{OI�! DOC[�NiEi�l'iS City� Projeot No. C014G0 Revised 0 4/0 612 0 1 9 oa sz �G3 -2 Agree,nei�r �'a�e 2 of S A�•ficle 5. CONTRACT DOCiTMCNTS �y f ts�i1� � �.-� � �-�.�1 A. Tlie Cant�•act Documeiits wi�ich com�i•ise tl�e entire agreei3aet�t l�et�vee�i City �nd Co�itractor ca��cerning the Wot'Ic cansist af the fo�Iowi��: 1. Tfiis Agceenle��t. 2. Attachments to ttiis Agreeinent; a. Bid �or«7 i) Proposal Foi�m 2} Vei�dar Co��liance to State Law Non-Resident Biddcr 3} Prequalifica#ioij Statement �) State �nd Federai documex�ts (projecl specifrc) b. Curreut Prevaili��g Vilage Rate Table c. Insuraiice ACORD Forin{s) d. Pflyinent Bond e, Pe��fo��ma��ce Bo�id f. Mainteciai�ce Bond g. Power of Attnrney for the Bnnds I�. Wax•lce�•'s Coni�e�tsation A�davit i. MBE and/or SB� Uti�ization Fo�•m 3. General Conditians. 4. Sup�ie�nentaiy Conditians. 5. 5pecificatioiis specifically ��jacle a pai�t of the Conteact Documents by at#aciirnent or, if not attacl�ed, t�s incor��orated by �•efe�•ence and desci•ibed ii7 tI�e Tabte of Coi�►ients nf t1�e Project's Cpnt��ftct Dacul�ents. 6. Drawings. 7. Addezxda. 8. Doeuanet�tatio« stibmikted by Contrttctor prior to Notice ofAward. 9. The followi�ig which i�ay be deli�ered or issued after tl�►e Ef#'ective Date of tlte Agreement at�d, if issued, beca�na an i��car}�orated part of tlie Co2�traot Documents; a. Notine to I'roceed. b. Field Ordecs. a Glaange Orders. d, Lettet• oi Final Accepka��ce, A�•ticle &.1N]D�MIVII+ICATION G.1 Cont�nctox• cove�a�tis aEid agrees to indemnify, lioRd Uarmless aut� defend, at its owri expense, tiic ciiy, its office��s, ser^v�nts nnd em�loyees, fi•om anr� against any az�d all elaims arising out of, o�• alleged ip a�•ise out oi, the �vnX�Ic and se��viees to ba per%rmecI 6y tiie contractor, its of�ce��s, agents, eaeiployees, $1tI7COYl�!•actot�s, licenses or invitees uns�er tl�is co�ifract. Tl�is indemnif�cat�on nravision is snecfficallv i�fencied to anerate artd be effective even if it is alle�eci aa• n�•c�ve�� fI�at_alI_os�_some of the dama�es �ein� souglEf �ve�•e caused, in �vl�ole at• in p�►�•t, by axiv acf, amissio� ar rie�Ii�ence nf tl�e cit�v. Tl�is indemnity p►•ovisioy� is i�itended to iKac[uc�e, tivithaut Ii�rnitation, in�emniiy for costs, ex�enses a�d legal fees incur�•ed by tlte city in c�efeitdia�g against such claians and cai�ses af actiolns. C1TY OF FOR"E' WORTW LiUle Passif Creek Interceptor (M 2I2) ]mprovements PArt 2A, LOCA[IDII 2 3TANDARD C01�3STRUCTlOi�[ SPECIFICATION i70CUMHid7'S City Praject i+lo. COI9G0 Revised 09/0G/2019 �0 52 43 - 3 Agreenien[ Pa�;e 3 oF5 G.2 Contractor coveuanfs and a��•ees fo in[le��taify at�d l�old It�a•nntess, at its otiva� e��ense, t1�e ciiy, its of�ce��s, se�-va��ts ant� em�[oyees, fi�oni A�tcl a�ainst ai�y and aI[ lass, da�nage oe• c�estruetion of ��•operEy of the eity, arising out of, ��• aileged tn arise out nf, il�e �frorlc aqtl se�wices to be �e�•fo�•anecl �}: t��e cou#rncto�•, its office�•s, agents, eni�loyees, s�bcoi�t►•aciors, licensees or invifees uuder iliis eont��act. This i�idetnnificafio�� ravisioe� is specifically intenc�etl to one��ate and be effectiva aven if it is alleged o�• ��•ove�� fliat all flr some oi tlte dam��es E�ein� sou�I�f �vere caused, in ��I�ole or in narf, bv anY act, onaission ox• ne�li�ence of ti�e catv. A��ticle 7.1V1I5C�LLAN�OUS 7.1 Ter�xts. Terins t�sect in tliis Agceeinent whict� ara de�ued iii Aa'ticle 1 af f�ae Gene�•al CoRditions will liave tE�e xnea�ai��gs indicated i�i tl�e Gene►•a� Conciiiroizs. 7.2 Assignnent of Contract. This Agreement, includi�ig ail of tiie Cont��act Docuf�ieEiis inay nat he assi�Eied by the ContE•actor witIiout the advai�ced express tivritteii c�nse��t of tl�e City. 7.3 Successors a��d Assigns. CiLy and Canti•aotior eacl� binds itself, ifis pac�#��ers, successors, assigns and iegai re�►•esentatives ta t1�e otEie�• pa��ry la��•eto, i�i respect to all covezzanfis, ag�-eefnet�ts ar�d obligaiioiis co��taiited in the Contract Dociimei�ts. 7.� Sevez•ability. Any provisiou or part of �I�e unei�forceable by a cot��t of �•emaniing �rovisio►is sl�all CONTRACTOR. 7.5 Governing Law and Ve�iue. ConEraci Documeuts I�eid to be unconstitutional, void or coinpetent jurisdiction sIiall be deemed sh•icicen, aiid al! co�;tiitue ta be valid and binding upoi� C�TY and Tf3is Agreemen�, including all af the Coi�traor Dncuinents is pe��for�na6le in the State of Texas. Vanae s1�aI1 be Ta��`ai�fi Coimty, Texas, ot' tlte United States District Court for tl�e Nortiiern Dishict ofTexas, Fort Worti� Divisian. 7.6 Authority to Sigc�. Co�it�•actar sl�all attacli evidence of autlio��ity to sign A�reemant if si��ed by satneone other than the duly autho�'ized signata�y of fl�e Cootraetor. 7.7 Pxohibition On Contracts With Companies Boycotting Israe�. Contractor acIaiowledges that in accordance witl� Ghaptef• 22'70 nf the Texas Govecnment Code, tl�e City is prohibited fram entering into a co�itract wiYi� a corngany foj• goods or sezvices unless Yhe contcact cai�taii�s a wrift�n �eri�c�tion fm�n the co►npany that it: (1) does not boycott Isi•ael; and (2} wi1J noe boycott Isi•ael du��ii�g the term of tlie cont��act. CITY Qr' FORT W4�tTH Litqe Eossil CreeR Interceptor (M-292) Iasprovements Part 2A, Locatian 2 STANDARQ CONSTRUC7'iON SP�C1I'[CATION DDCiJiNEi�lTS City �rajecl No. C019GU Revised 09/Q6/2019 UO 32 4� - 4 �lgrccmcnt Pnge 4 of 5 Tl�e ter��is "Goycott Israei" and "cozn�any" sliall �iave tEie meaiiings ascri�ed to tliose tertns i�ti Sectioii 808.001 of tlie Te�as Govea•��ine�lt Code. By srg�liria fhis co�tti•rrct, Co�rfrrrc�nr• ce�frfres tlrrrt Confrrrctol�'s sigr�afrrr•e ,��1•ovirles nfl�rllerr vef•ifrcatiat tn tlte Ciij� thrrf Corrtrrrcfor: (I) rloes lraf Goycott Isl�reel; rnrr! (2) �vrll �rot Goycatt 1'srael rlrrrirag flte terl�r of 11're eoletruef. 7.8 I�-�mig��atibn NationaIity Act. Gontractot• shalt verify tite identity and employ»1ei�t eiigi�iilit�r of its employees wl�o �erfarm woa�k uzxde�• this E1.��ee�neEit, i��cludi��g co�npletii�g tlle EIl7pI0yE17011Y E�I�11?Eltty Verification Fnrin (I-9}. Upo�l rec�uest �y CiEy, Contractor shali }��•ovide City wifh copies of all l-9 foa•rns and su�poE�fi�� eligi�ility documeutation for eacii ein�loyee �vho pei�forins wo�•I< uiider tl-�is Agreeinei�t. Contractor shaf I adizere to all �ede�•al and State laws as wel� as esta6Iish a�propriate proced�i�'es a��d controls so ihat no services will 6e pet%t•tiied by any Coitti•actor employee who is ��ot IegaEly eligible to �ei�or�f� sucii seRvices. CONTRA�TOR �HALL T1VD�MNIT'Y CxTY AND HOLD C�TY IIARiI��•�SS ]�ROM ANY P�NALTI��, LIAB�"I,�TI�S, OR L05S�� DiJE TO V�OLATxONS OT THIS PA,�GItAPH BY CONTRACTOR, CONTRACT4R'� EMPLOY��S, SIUBCONTR.�,.C'I'OR�, AG�NTS, OR I,�C�NS�ES. City, upnn wE•it�en notic� ta Co��tractor, sIiatl l�ave t[1e ri;lit to ii��zediately terrninate tl�is Agreema3�t fo�• violations of tI1is provisin�� by Cantraclor. 79 No Tf�ii•d-Pat�y Beiteftcisries. Tlifs Agi•ee�nent gives ��.o ��igEifis oi• benefits to a�7yv��e otl�e�' ti�a�i tile Cily and ll�a Confractoi• and tl�ez•e arE no t[lu�d-�a�•ty benefciaries. 7.10 No Cause o:f Aatio�a Agaiizst Engineer. Cai�tractor, its subcont�actors and equipme��t at�cl anaterials s�ipplie3•s on the PROJECT or their sureties, sl�ali maintaui no direct action agaiust ti�e Engineer, its of�icers, e�npioyees, and subeoa�i��aeto��s, �or aiiy elaiin ai•ising o�Et nf, in ca�z�tectio�i witl�, or resulting fi-om the engineering se�vices pei�ormed. Only tlze City wilI be t[ie bene�ciaiy of any ui�der[alciEig by tl�e Engineez�. Tl�e pz�eseiic�e or d�iiies of tl�e Engi�iee��'s personuel at a constr�iction site, w�iett�er as oi�-site z•epresentatives or otl�erwise, da i�ot �naice il�e En�ineer or its per•son�iel in any way responsible faf• those duiies filiat belong ta t[ie City a�ad/or tE�e City's co��struction cont�aceoi•s or ott�e�• entities, and do noL t�elieve the co��st�•uciion cont�•actors or any otl�er entity of their obligations, dufies, and responsibi[ities, including, but not liinited to, all co�isialiction metliods, zneans, tecl�nic��es, sec�[iences, and procedYires necessa�y %r coordinating and completinb aIl po��tio��s of til�e car�struction worfc in accordance witl� tite Gantj•act Docurnents and any IiealfIi or safety �recautiaas ��equzAed by sucIi construction work. Tite Engineer and its personnel laave na autho�•ity ta exercise any control ove�• any eaaish'uc�ipn co�rtractor o;- ot[�er ei�tity or thei�• ei�iployees in connection witla their woa•1c or any l�eaIth or safety precauYioi�s. SIGNATURE PAGE TD I'OLLOW Cli'Y OP rORT WORTH LiI�Ee Fossif Creeh I�3tercaptor (ivf 292j Inaprovcments Part 2A, Lacltion 2 STAi+IDARD CONS'iRUCTION SPECIFICATEOA! 170CUIviEiJTS City F'roject No. CO{9G0 Revised 09146/Z019 00 52 �{3 - 5 A�rccnaeitt Pagc 5 of S iN WITN�SS Vi�HER�O�, City and Confractoi• l�a�e eacl� exec�ited fil�is Agree�nent to be effective as of tEie date subsct�i�ed by tlie Ciiy's desigt�ated Assistant City Manage�• ("�ffeclive DatE"). Cot7t1'�ctor: Mouuiain Cascade of Textts, TaLC �3`= , , . � � � •t : --- � sigiiacu;,e y City of Fort Woi�tl� By: �� Dana Bi�r�Eldoff Assist�tnt City Manage�- . � , (Prii�tted�Name} v4 Mar I7, 2021 ' _= r . . :.�� Tiile r r' : �: K� � : �� - - ; iC�C�f'ESS Date AIi21S�� . � I !r /' � . . ��,� �`�' �� - @��• •�• ��p�af: � , '�°-�— , � `s '_, C� '' `� � : ',�.� � ••''��, � �.� ��-� � ��r� Gii.y/Stata/Zip ,� +T. r�� (Seal) M&C: 2��-0�30 Date Date: 02/16/21 Fo��m 1295 No.: 2(}2fl-7Q�.54G CITY OF f'QRT WORTI� STAhlbAKD COI+fSTRCJCTIOl�I SPECIFECATION DOCUMENTS Revised 09/06/20i9 Co��tract Co�npliance Manager: By sig«ing, � acicnowledge tlxat I am tl�e persai� respotxsihle �nz•�[te �ttnnitoring and administration of Eltis cont�•act, includin� ensriring alt pei�ormayice and reporting ��equirements. Walter Norwood, P.E. Pt•oject Manager Approved �s to �orm and LegnliEy: ��i Douglas W. Blac�c Se�ioz• Assistant City At�orney APPROVAL �COMM�ND�i�: Ch �sf�h8r ��Yd�r.-------• Ch�•is Harder, P.E., Directo�• Water Depai•trnent - - � Li(ile Fossil Creek Interceptor (M-292) i�n�,gqtiyalt9��i Q.a. �'��r`ov = ----_CiEy�.�oi��l[�A CO,�`yD e a. il�f�C,-d-. . e:� �t Bond I�o. 07Q214330 Issued in Dupficate 00Gi 13-1 PrR�O[iMANCf•: BOHD ra�� i or2 SECT�ON 00 6i 13 PERFORMANCE BOND THE STAT� O� T�XAS CQUE�TY OF TARRANT That we, § KNOW ALL BY 'PHESL+' PRES�NTS: § Mountain Cascade of Texas L.L.0 ,��o�,�,i� as "Principal" lie��ein aild Liberty Mutuaf Insurance Company , a corporate surety(su�•eties, if more than one) duly a�thorized to do business in th� State of Texas, known as "Surety" lierein (whetlier one oi• rnore), are held and fir�n�y boua�d unto the City of Fort Worth, a mtmicipal cor��oratio�� created purs�iant ta !he laws of Texas, knowi� as "City" hereii�, in tl�e �enal One Million Fi�e Hundred Fiffy Nine Thousand Four su3n of, Hundred Fifty and 0011D0 Dol1aY5 ($ 1,559,450.00 ), lawful money ofthe United States, to be paid in Fort Worth, Tarra��t County, Texas for the pay�nent of which sum well a��d tf•uly to be �nade, we binct oursel�es, our heiE•s, executo�•s, ad�ninistrators, successors and assigns, jointly and severally, �rmly by tlzese pt•eser�ts. WHEREAS, Fl�e Frincipa! E�as enteE•ed i»to a certain writEen contract wiih the City awarded the �i !'�' day of �•�Q ��_ ___ , 20�, which Contract is hereby referred to and inade a�art hereof for all pu�•poses as if fully set fo��t�i herein, to fur�iish al] �natei•ials, equi�me»t labar and other accessories de�ned by Iaw, in the prosecutfon of the Work, including any Chan�e Orders, as pro�ided for ir3 said Contract desigi�ated as Litile Fossil Creeic Inte►•ce�tor {M-292) Irnnrovement Part �A — Location 2. City Proieci Num�er 0196p. NOW, THER�FORE, tl�e condition of tliis obligation is si�cl� that if t��e said Principal shall faithfully perfo�•m �t obligations under the Cantract ai�d sliall in ali respects duly and faithfully perform the Work, includi�ig Cl�ange Orders, under the Contract, according tn t��e p�ans, specificatioi�s, and coi�traci dvcume��ts therein refe�•red to, and as wel! durii�g any period of extensio�� of the Contract that may be g�•anted oi� fl�e paii of the City, then tliis oi�ligatio» sl�all he and become n�ill a��d void, otheE•wise to remain in full foi•ce and effect. PROVID�D FURTH�R, that if any legal action be f led on t��is BoE�d, �enue si�all !ie in Tarraut Gounry, Texas or the United States District Court for the Northern District of 7'exas, Fort Worth Divisioi�. CiTY OF �ORT W02TH LITPLE FOSSIL CREEK INTERCEPrOR (M-292) S"I'ANI7AI�DC(3NSTRUCTION SPCCIFICATION DOCUMENTS ClTY PROJECT NO. Oi9G0 Revised 1uEy 1, 2011 ,i onb� i3-z PER�'ORMANCE BOND Page 2 of 2 T'13is bo��d is made and execi�fed in compliance wEth the provisio�is of Chapter 2253 of the Texas Gavern►nent Cade, as an�ended, and all liabilities o►i tl�is bond shall be detern�ined in accordance with the provisions of said statue. IN WITI�IESS WH�R�UF, tl�e P�'incipal and the Surety have SIGNED and S�ALED this instruinent by cEuly autElorized agents and officeE•s on tl�is the __ _ �%�' day of N�a , 20i'I . � _� ATTE�_ , , - ~ � ' ._d - : (Pr�ncitl pa1) Seci•etaty - � �' � � , �tness as to Principal 4 �� W i ss as to� ` aGc —�--entry Stewart PAINCIPAL: Mountain Gascade of Texas LLC . , • ! � .' � .� BY: � r � Sign � rtid ��e �� . N1Pt �,,'.� - , �'- - - _ _ .. 3. Naine a��d Title Address: 11729 East FM 917 Al�arado, TX 76009 SURE'tY: Liberty Mutual Insurance CompanV B Y: Sigiiatu►te Janee Wright, Attorney-In-Fact Naine and Title Address: Boston. MA fl2116 Telephone 7Vum�e�•: _{6'I7) 357-950D x41177 *Nofe: If signed by an of�cer of tl3e 5urety Cotnpany, tf�ere must ba on �ile a ce��tified extract fi•oin the by-laws showing that Ehis peE•son has autl�ority to sig�� suc11 obligatioi�. If Surety's plrysical address is diffeE•ent fi•on� its maiEii�g ac�d�•ess, botl� Enust be provided. The date of tlie bond shall not be prior to the date tlie Cantract is a�varded. CIT1' OF FOR"P WOK7'H Ll'i'TLC POSSIL CR�.1:K INTERCEPTOR (M-292) STAAIDAR[a COidST[2UCTION SPECIFiCATEON 1]OCUMrNTS CITY PRO)EC7' NO. 01960 Revised July 1, 20t I � �� q I�t�t�a.�.� SURETY This Power of Attorney limits the acis of those named herein, and they have no aulharity to �ind tf�e Company except in the manner and to the extent herein stated. LiberEy Mutual Insurance Company The Ohio Casualty Insurance Company WestAmerican Insurance Company �ONV�� O� AY�BRRl�Y Ceriificaie No: 8204502-985949 KNOWN Al.l. PERSON5 BY THESE PRESENTS: ihat The Ohip Casualiy Insurance Company is a corporation duly organized under the laws of ihe Slale of New Hampshire, Ihal Libarty Mutual insurance Company is a carporaGon duly arganized under the faws of the State of Massa�husetts, and West American Insurance Company is a corporatian duly organized under the laws of the State of Indiana (herein collectively called ihe "Companies"f, pursuant tn and by authoriry herein set forth, does hereby name, constilute and appoini, Aimce R. Peroodine; Alexis Apostolidis; E3cihany Sfe�enson; Brendan Fle[cher; Bryan M. Caneschi; Cassandra Baez; Donna M. Planeta; Eric Strba; dacqueEine Susco; Janee Wright; Soshua Sanford; Kathryn Pryor; Micheile Anne McMahon; Nicholas Turecamo; Phillip Knower; Rebecca M. Stevenson; ranya Nguyen all of Ihe city o[ F[artford state of CT each individually if there be more than one named, its inre and lawful attomey-in-facl to make, execute, seal, acknowledge and deliver, for and an its behaff as sureEy and as ils acl and deed, any and all undertakings, 6onds, recognizances and other surety obligalians, in pursuance of these presents antl shall he as binding upon the Companies as if Ihey have 6een duly signed by Ihe president and aftesfed by the secretary o( the Companies in their own praper persons. IN WITNESS WN�R�OF, Ihis Power of AtEorney has been subscribed by an authorized officer or official of the Companies and 1he corporate seals of the Companies have been affixed ihereto ihis 171h day of November , 2020 . I N � (i7 e l� � � a� � �� U� 03 �@ �� N� _a @'� O� � � 0 O� C � N +L-� af PENNSYLVANIA ss vofMONTGOMERY — Li6erty Mulual Insurance Company P� �rtsu� �,SY INSU,p� � tiNSURq The Ohio Casualty Ittsurance Company .l, =G6¢PO�rOy�(t� �=4oRPo�T�n yc� � P2�RPo�ro�fi Wesi Rmarican Insurancz Company � 3 7 9'!2 a o�'f 919 � 0 6 1991 o C�, Y�,� s8�9Cxu9ti .dL yO ''"HAMPg�r,aa� �� Nb1ANP' ,ba� �� 9i� * �,� a'y,� * �,d �,M * ti� By; - Il��nrl hA C�rcv Gccic4nnl Sarrof�n� On this 17th day of Movember , 2020 before me personally appeared �avid M. Carey, who acknawledged himself to be khe Rssistant 5ecre�ary of Liberiy Mutua! Insurance Company, The Ohio Casualty Company, and West American Insurance Company, and that he, as such, being authorized so to do, execule the foregoing instrument for tfie purposes therein coniained by signing on 6ehalf ai fhe corporations by himself as a dufy authorized officer. IN WITNESS WHEREOF, I have hereunto subscri6ed my name and affixed my notarial seal at King oE Prussia, Pennsylvania, on the day and year first above wrilfen. P1ti� . Q�(f�h�N��C`�� , COhSIifONWFA€TNOFAFNNSYI.VANIA { kJ rflr �C, i 5 __._ — No76fWl Seal � � � f UF � Toresa Pastaua, NQ�ary Pud�ic 1 � � i1AParMeEianTsvp.�Montgonia�/Cnun4y' B)/: ��1 �,�4� My Commis&an E�pres MaFch 26. 2021 '� ,�\�k�,�,.,�e� / eresa Pasiella, Moiary Public . ��, � 0.3em6e�.vannsylv�n�aA.ssoraten+otdotarieg Pv / �."'- This Power of Attorney is made and execuled pursuant lo and 6y authority of ihe following By-laws and Auihorizations ni Tf�e Ohia Casualty fnsurance Company, Liherty Muival Insurance •� Company, and Wesi American Insurance Company which resolutinns are �ow in full force and effect reading as follows: � ARTICLE IV- DFFICERS: Section 12. Power af Aftorney. Any oificer or oc�er offciaf of che Corporalion aulhorized for that purpose in writing by Ihe Chairman or 1he President, and subject to such limitation as the Chairman or ihe President �i' may prescribe, shal! appoinE such attorneys-in-faci, as may be necessary lo ad fn behalf of the Corporation to make, execute, seal, acEcnowletlge and deliver as surety any and all � undertakings, bonds, recognizances and other surely o6ligalions. Such attomeys-in-fact, su6ject to ihe limilaiions set forth in iheir respeclive powers af atlorney, shall have full � � power to bind ihe Corpor�iion by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed, such instr�ments shall c� be as binding as if signed by the President and attasted to by ihe Secretary. Any power or authority granted to any representative or aHomey-in-facE under ihe provisions of ihis article may 6e revoked at any time by the Board, the Chairman, the P►esident or by the o(ficer or officers granting such power or aut�ority. ARTICLE XIII - Execution oi Contracts: Section 5. Surely Bonds and Undertakings. Any ofricer of !he Company aulhorized far IhaE purpnse in wri6ng by the chairman or the presideot, and subject to such limitalions as the chairman or t�e president may prescribe, shall appaEnt such attomeys-ia-Iact, as may be necessary lo act in hehalf of the Company to make, execute, seal, acknnwfedge and deliver as surety any and al! underlakings, bonds, recognizances and olher surety obligations. Such altomeys-in-fact subject ta the IimiEalions sei forlh in their respective powers of aitomey, shall have full power lo bind the Company by their signature and execution of any such instn�ments and to attach thereto Ehe seal of the Company. When so executed such inslruments shall he as binding as if signed by She president and attesfed by the secrelary. Certificate of Designatlon - The President of ihe Company, acling pursuant to the 8ylaws of the Company, authorizes David M. Carey, Assistanf 5ecretary to appoinl such attomeys-in- facf as may be necessary io act an behal€ o( ihe Company to make, execute, seal, ackoow�edge and deliver as surely any and a!I underlakings, bonds, recognizances and olher sureiy obligatlons. Autharizatian - By unanimous wnsent of Ihe Company's Board of Directars, t�e Company consenis thal facsimile or mechanirally reproduoed signature nf any assislanl secrelary of the Company, wherever appearing upon a certifred copy of any power of atiorney issued by the Campany in oonnection wiih surety bonds, shail he valid and binding upon the Company with ihe same force and effect as fhough manually a�ixed. i, Renee C. Lleweliyn, the undetsigned, Assistant Secretary, The Ohio Casualty Insurance Company, Liberly Mutual Insurence Company, and West America� Insurance Company do herehy certiiy tF�at the original power of allomey of which the iuregoing is a full, true and correct copy of !he Power of Atlorney executed by said Companies, is in full force and ef�ect and has not iOeen revoked. IN TE5TIM014Y WHEREOF, I have hereunio set my hand and aftxed the seals af said Companies Ihis _ J.�'21ay of ��,�K ,�_. 41NSU� P�,Z`i INSV � 1NSUR9 �P oavorsa oL�,s`+ eJa�onrariyr'�'qy� ¢PGo�aroryr5°o m i � � 3 �� 1912 �� 0 1919 n � 1991 0 `" �,�,�.�., a � o a r�'�e�^��us �aa y��""a�pg��aa� '�s '"a+AN" aa gy. Renee C. Llewellyn, Assistant Secretary �7 * �. H,� * tit� ,'M ,r 1�� LiJIS-12873 LMfC OCIC WAIC Multi Go 820 .� O vo N � cNn 0 � � Bond No. 070214330 Issued in Duplicate ODG1 E4- ] PAYM�h!'T' B�ND Pnge I of2 S�CTION 00 6I 14 PAYMENT BOND THE STATE OF TEXAS § § KNOW ALL BY TH�SE PR�S�NTS: COUNTY O� TARRANT § That we Mountain Cascacle of Texas LLC , knpwn as � "P�•it�cipal" hercin, and Liberty Mutua! Insurance Com an , a corporate surety (siireties), duiy authorized to do �usi»ess in the State of Texas, known as "Surety" i�erein {whether one or more), are held ai�d fiF'mly bound unta the City of Fort Wartli, a municipal corporatioi� created pursuat�t to the la�vs of tl�e State of Texas, ki�own as "City" I�erein, One Mifiion Five Hundred Fifty Nine Tfiousand Four Iil tllE penal SliTl7 pi Hundred Fifty 8nd Q01�00 Dollat'S ($ 1,559,450.a0 __), Eawful �noney of the United States, to be paid in Fort Worth, Tarrant County, Texas, for tl�e payment of which su�n well and iruiy be n�ade, we bii�d o�irselves, ot�r hei�•s, executors, adinii�istrators, st�ccessors and assigns, jointly and se�erally, fii•n�ly by tl�ese p�•esents: WHEREAS, Principal E�as ente�•ed i��to a ce��tain written Contract witE1 City, awarded tl�e ��' day of �G �"G4t , 2Q a- , which Contract is hereby refer��ec� to a��d �nade a pa�� hereaf fo�• aIl purposes as if iuily set forth herein, to fur�tish ali materials, equipment, labor a��d other accessoi•ies as defined by law, in t�ie prasecutian of the Wo��k as provided for in said Contract and designated as Little �`ossil Creelc Se�ver Inte�•centor (M-242} Improveinent Part 2A —�.ocatim� 2, Citv Proiect Number al J6�. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if Pri��cipa� shall pay all ��anies owing to any (and all) payment boi�d beneficiary (as defitied in Chapter 2253 of tlie Teaas Goveri�ment Code, as amended) in the prosecution of the Work imde�• the Contract, tlien this obligation shall be and beco�ne n�2t1 and void; ofher��ise to remain ii� fu�l force and effect. This bond is made and executed in co�npliance witl� the pE•ovisians of Chapter 2253 of the TeYas Governme��t Code, as amended, and all ]iabilities on this bond shall be de#ermined in accordance with the provisio�is oFsaid statute. CITY OF FORT WOl2'1'H I.i7'fLE POSSIL CREGK I€VTE2CEPTOR (M-292) STAIVDAR� COIJS'ITtUCTJOiV SPI:CIrICAT[ON �OCUM�NTS CITY PROSECT NO. 01960 Revised July 1, 201 I oo�i �a-z I'AYMGhlT E30ND Page 2 of 2 IN WITN�SS WH�R�OF, ti2e P�•incipa[ and Surety I�ave each SIGNED and SEALED this instrument �y duly a��thorized agents and officers on tliis the �; � day of �C•r� > 20.�_.,.• PRINCIPIIL: Mountain Cascade of Texas LLC ATTEST: .... _ � �, . � r � � `- /� SY: __�- . _ � Signature � . �1 - �— , _ e � - �' (PE•incipal) Secretary �� . ;.•� � �� w ess as to rincipal ATTEST: (5�i�•ety� Eric S�rha., Witnes,s � ._ �� Gentry 5tewart f�r�lr+�,�: �..J'�EAdIl��_- �` -a p�;: �:.� - Naine and Tit3e Address: 11725 East FM 917 _ Alvarado, TX 76009 SUR�TY: �ibertv Mutual Insurance Comp�y _ BY: Sigi�ature ' Janee Wright Attorney-In-Fact Nan�e and Title Address: 175 Berkel� Sfree# Boston, MA 02116 Telepho�ie Nu�nber: (617) 357-9500 x41177 Note: If signed by an offic�r of'the Surety, tl�er� tn��st be on fiie s certifiec[ extract from tl�e bylaws sllowii�g tl�at this persoi� lias authority to sign such obligation. If Surety's physical address is different fi•otn its mdiling address, botl� tnust be p�•o�ided. Tf�e date of tl�e bo��d shall not be p��ior to the date tl�e Contract is awarded. END OF SECTION C1TY OF FORT WQItTH LI7TLE EOSSiL CRFEIC ]N"3'E[tCEPTO[L (M-292) STANDARD CONSTRUC"I�101+i SPECI�ICA7'lON f]OCUMENTS CI"i'Y PROJECT i+i0. 0196� Revised ]ufy 1, 201 I � �� t�.�.� �__.. _ _-SU R ETY Thls Power af Attarney limits the acts of ihose named herein, and ihey have no authorlty to bind the Company except in lhe manner a�d to the extent herein stated. Liberty Mutual [nsurance Company The bhio Casualty Insurance Company West American Insurance Company PO{f�E� ��' AT'70�iV�Y Ce�ificate No: 82D4502-985949 KNOWN ALL PER501V5 BY THESE PRE5ENT5: That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the Stale of New Hampshire, ihal Liber[y Mutual Insurance Company is a corpora6on duly organized under fhe laws of the Slate of Massachusatts, and West American Insurance Company is a carporation duly organized under Ihe laws of the Stale of Indiana (herein cnllectively called ihe "Companies°J, pursuant to and by authority herein set forth, does hereby name, constitute and appoint, Aimee R. Perondinc; Alcxis Apostolidis; Bethany Stevenson; 8rendan Flelcher; IIryan M. Caneschi; Cassandra Baez; Donna M. Planeta; Eric Strba; Jacqueline Susco; 7anec Wrigfit; Joshua Sanford; Kathryn Pryor; Michelle Anne McMahon; Nicholas Turecamo; Phillip Knower; Rebecca M. SEevensoo; Tanya Nguyen all of the city of Hartford state of CT each individually if Ihere be more than one named, ifs irue and IawFul attorney-in fact lo make, execufe, seal, acknowledge and deliver, for and on its hehai( as surety and as ils act and deed, any and all undertakings, bonds, recvgnizances and other surety obligations, in pursuance of lhese presents and shal! be as binding upan the Companies as if ihey have been duly signed by the presider�t and altesied by the secretary of lhe Companies in Iheir own pmper persons. IN WiTN�55 WHEREflF, ihis Power of Attorney has been subscribed by an autharized officer or oTficial of the Compa�ies and the corporaie seals of the Companies have been affixed thereto tliis 17th day of Novemher , 2020 . vi � C (� m State of PENNSYLVANIA �, Counly of MONTGOMERY ss 4�, INSU�p4 �ySY IN3�j � SNSUR9 S =�onro�T��2�� 2�otwa�rp'pqyn `VP2oRvoq,qToyfi ¢� ��1912yo 0 19'i9 � � 1991 0 s y � � 6 d�' Y� q'SACHUS�.aD s4 �NaMP9`t'� a� �! �HD�ANP a �o,, * *�, �y.c * ��° s��r * r.aa By: Liberty Mutual lnsurance Company The Oftio Casualty Insurance Company West American Insurance Company �� I On ihis 17th day o# November , 2020 before me personally appeared �avid M. Carey, who acknowledged himself ta be 1he Assisiani Secreiary of Liberty Mutual Insurance � Company, The Ohio Casualty Company, and West American Insurancae Company, and Ihat he, as such, being aulitorized so io do, execute the faregoing instrument for ihe purposes � Iherein contained by signing on behalf pf ihe corpa�ations by himself as a duly autharized oHicer. IN WITNESS IfUHEREOF, I have hereunto su�,scribed my name and aKxed my naiarial seal at King of Prussia, Pennsylvania, on the day and year first above written. � � O O � C �p N •+ yP Na,� �4, �flM�.�e c�{ COtyihE0N1N�AL,7H OF PENNSYLVA�U� ,� ;�r a.� Y ..._ ............ ... Noiar�ai Sea€ [ �` i�msa Pa6falla, Nplary PuMiC �� UpRerMpripnT+fp.,Mvnlgo-maryCpunty By `:c �P Nip Commission Exp�ms MarWt 78, 262f `_ � bh;-r_'��'� �c �'��iY PUQ'� Memhc..Ye�isylvanzaAsSac�aeonolNo�arzes 7hEs Power of Attomey is made and executed pursuant to and by authority of the following By-faws and AuthorizaUons of The Ohio Casualty Insurance Campany, Liberly Mutual Insurance Company, and West American Insurance Company which resolutions are now in full force and effect reading as follows: ARTICLE IV — DFFICERS: Section 12. Power of A4arney. Any ofTicer or other o�icial of the Corporation authorized for that purpose in wriling by the Chairman pr the President, and subjecf to such limitafion as the Chairman or the Presidenf may prescribe, shall appoint such attorneys-in-fact, as may 6e necessary tv act in behalf o! the Corporation lo make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety abligations. Such attorneys-in-fact, su6jeci ia the limitations set (odh in their respective powers of attorney, shall have full pawer to bind Ihe Corporation by their signalure and exewlian of any such instrumenis and In attach thereto the sea! of the Corporation. When so executed, such instrumenls shafl be as binding as if signed by ihe President and attested to by the Secretary. Any power or auiharity granted to any represenlative or attomey-in-faci under the provisions af this article may be revaked at any iime 6y the Board, the Chairman, the Presidenl or by the o�cer or officers granting such power or aulhority. ARTICLE X(II �- Executian of Cantracts: 5ectian 5. Sureiy Bonds and Undertakings. Any afficer of the Company authnrized for that purpose in wriGng by !he chairman or the president, and subjecl io such limiiations as ihe chairman or Ihe president rr�ay prescri6e, shall appoint such atlorneys-in-fact, as may 6e necessary to acl in behalf of the Company to make, execuie, seal, acknowledge and deliver as surety any and all undertakings, 6onds, recagnizances and other surety obligalions. Such attorneys-in-fact subjecl io ihe limitations set forth in Iheir respecGve pnwers of atlomey, shall have full power to bind the Company 6y their signature and execuiion of any such insirumenls and tn attach thereto the seal oF the Campany. When so executed such instrumenis shall be as binding as if signed by the president and atlested by the secretary. Cerllflcate of �esignation — The Yresidenl of the Company, acting pursuanl to the 8ylaws of the Company, authorizes David M. Carey, Assistant Secretary to appoint such altomeysan- fac[ as may be necessary to act on behalf of tiie Company io make, execute, seal, aclmowledge and deliver as surety any and all undertakings, 6onds, recognizances and other surery obligations. Aulhorization — By unanimous conseni of the Company's Bnard of Oireclars, ihe Company consents [hat facsimile or mechanically reproduced signalure of any assistant secretary oi the Company, wherever appearing upon a ceriified copy of any power of attorney issued by the Cvmpany in conneciion with surely bonds, shall be valid and binding upan the Company with Ihe same farce and effect as though manually affixed. I, Renee C. Lleweliyn, the undersigned, Assisianl Secretary, The Ohia Casuallyr insurance Company, Liberty Mut�al Insurance Company, and Wesl American Insurance Company do hereby certify that the original power af atiomey of which the foregoing is a full, irue and correct copy of the Power of Aitorney execuied 6y said Companies, is in full force and effecl and has not been revoked. IN TESTIMONY WH�REOF, I have hereunto set my hand and affixed the seals v( said Companies ti�is �� %�°' day of �, ��. �, 5NS(rp-up� ZY INS�j� �.J�4 �PORqr '�C� y�i�pAPo�r y g r �° �` u� _ �° � 1972 � o y 9919 � R 0 � qSg4CHU`'� da s� �haMPS'r�� DY� ��7 * h� �y� * ��d LMS-12873 LM1C OCIC WRIC Multi Co 8f20 �, tiNsu� �P GOT.e°'�r �'a 3 �o Sn � 1991 � " �s�G�r-� B ' Q '�s�� a*" h�,aa� y Renee C. Lfewellyn, Assislanl Secrelary •-• �li��]�`��r �' ��;��,�� SUR��Y TEXAS IMPORTANT NOTICE To obtain informatio� or make a complaint: You rnay call tolI-free for in%rmation or fio make a complaint at 1-877-751-2640 You may also write to: 2200 Renaissa�c� Blvd., Ste. 400 King of Prussia, PA 19406-2755 You may contact the Texas Department of Ins�arance to obtain information vn companies, coverages, rights or complaznts at 1-800-252-3439 You may write the Texas Depariment of Insurance Consumer Protection (111-1 A) P. O. Box 149091 Austin, TX 78714-909i FAX: (512) 490-1007 Web: http://www.tdi.texas.�ov E-maiI: Consumerl'rotectionna,tdi.texas.�ov FREMIUM OR Cr.,AIM DISPUTES: Should you have a dispute concerning your premium or about a cIaim you should first contact the agent or cali 1-800-843-6446. Iithe dispute is not resolved, you nnay contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only a�d does not become a part or condition of the attached document. NP706$0901 LM&15292 7 011 5 TEXAS AVISO IMPORTANTE Para obtener informacion o para sotn�eter uz�a yUeja: Usted puede llamar al numero de telefono gratis para informacion o para someter una queja a1 1-877-751-2640 Usted tambien puede escribir a: 2200 Renaissance Blr�d., Ste. 400 King of Prussia, PA 19406-2755 Puede comunicarse con el Departamento de Seguros de Texas para obtener informacion acerca de companias, coberturas, derechos o yUejas al l -800-252-3439 Puede escribir al Departamento de Seguros deTexas Consumer Protection (111-�A} P. O. B�x 149091 Austin, TX 78714-9091 FAX # (S 12) 490-1007 Web: http:/lwww.tdi.texas.�ov E-mail: Cons�merProtectian(c�tdi.texas.�ov I�7�.91�yw�.Y.Y�):3:��i�:71uI:�.YflN�y1/:�►�[i3.�i Si tiena una disputa concemiente a su prima o a un reclamo, debe comunicarse con el agente o primero. Si no se resaeive la disputa, puede entonces comunicarse con el departamento (TDI} UNA ESTE AVISO A SU POLIZA: Este a�iso es solo para proposito de infvrmacion y no se convierte en parte o condicion del documento adjunto. Band No. 070234330 [ssued in Duplicate p0�1 1�1- I MA1N'1'E:NANCIi 130NI] P�gc i uC3 SECTION 00 (1 19 MAiN`i'ENANCC BOND TH� STATE QF TTXA� § KNQW AL�, I3Y THESE PR�SENTS: COUNTY Or'�'ARRAIVT § 'Cliat we Mountair� Cascade of Texas Li.G , known as "Pri�lcipaf" Il�E'�I13 ii17CI Liberty Mutual Insurance Company , a car�orate surety (su��eties, if �nvre tl�an c�i�e) duly authvrized to do busi��ess i�i tl�e State of Texas, kEiaw�� as "S«r�ty" I�e��ei�� (tivhetl�er ane or ma•e), a�•e ]ield and firmiy bo��i�c� unto tEie City of Fort Warti�, a �n�inici�al corporatio�l c��eaEed pi�rs�Eant to tl�e ka�us of tlie State of'i'exas, icnc,t�r�� as "City" i�e3•ei�i, One Millian Five Wundred Fifiy Nine Thousand �our 111 #i1C: SUtlll O� Hundred Fifty and 00/100 Qollars (g; 1,559,450_00 ), lawfi�l inoney of the LJnited States, tc� be paid i�� Foa�t Wo��th, Ta��r-a��t Cot�nty, "1`exas, fo�� Ry�iaei�i of tvhich s�tG�� t�eil ancl trttly be ��lade ttEito ii�e City ai�d iis successors, �ve bind oi��selves, our l�ei��s, e�ecuto�•s, ad��inistratprs, suceessors ��d assig��s,,joii�tly ai�d severally, firinly by tt�ese prese��ts. WHER�AS, t1�e P�•it�cipal iias entered iE�to a ce��tai�� wt•itte�l ca��tract with the City awa�'ded the r%``'iday of �� `_,;__ , 20�'�,> ��I�ich Cc�i�tracl is Ite�•e�y ref�rred to �i�ci a�n�de �3a�� l�erepf Far al[ pur�ases as if fi�lly set foifi[� herei�l, to fii�•��ish all �t�aEeriafs, equipmerlt labar a�ici otlier accessn��ies as deC�3ed by la4v, ii� the }�rosecutio�� of ti�e Wo�•k, includi�� at�y Work i'esuEting fi•o�n a duly at�tl�orized Cl�ange Order (colleciively l�e��ein, the "Wc�E•k") as pj�ovidec{ for in s�id contract a��d desig►iated as Little �'ossil Creelc I€akerce�tcra. {M-2i2) ImnE�ave�ne�ti 1'a��t 2,A — Locatinn �. City P�•ojeci Nnmbe�• a196�; atld WHEREAB, PCltiCl�lc�� IYEC{5 ifS�I�iO USE Sl1Gi1 It7Rf�['I�i�S r�11C{ t0 50 C017SE1'iECi �I]C WUI'IC 1fl accc�rdai�ce wit[i the �1a�ls, specificatio��s and Cai�tract Uocu�z�er�ts that the Wo�•k is ai�d �+ill remai�z fi•ee fi�o�n defecEs i�� mate}•ials or warkn�ansl�ip for a��d dur•i��; tl�e pez•iod o�'#F�°a (2) years after tl�e ciate of Fi�t�l Acce��ta»ce af'tE�e Work by th� City ("M�i»t�nai�ce Period"}; ai�d WHER�AS, P��i��cipaE binds itsekf to ��e}�ai�' or �'ecQnstruct tl�e Wo�•k ii� �vhole ar• i» part u��a» receivi3�g notice fi•o�n the City nfnc� ��ced tl�e��efc�r at any tiEne withi�� tk�e Mainte��a��ce Pe�•iod. CfCY C71� FOf�"C 1�1'U[tTH i.l'1'1'[.(: E�OSSIL CRE3lSIC IN"1�[iE2CEP'['f11t j�1-292) S'i'ANt�AR[� Cf)NSTRUC"f10N 51'�CTCICA"fION i7E}(:i1Mf:N'i'S Cl'I�Y I'R(3.f�:C'1' NC3. (l19G0 Rerised Jai� I, 201 I QOC>119-2 MA[N'['1:1+iANCL ROi�fl ['agc 2 of 3 NOW TH�R�I'QRT, the conditic�iz of tiiis abligntio�t is such Ef�at if Principal shall re�necEy aE�y defective Work, fn�• witicE� kimely noticc ��as provided by City, t� a campletioi� satisf�cloE•y to tl�e City, tl�e�� t17is ab[igation sl�all 6ecn�7�e �u�ll a��d void; o#i�e�•wise to ��c►��ii� i►i fi��l force and efif'�ct. PR�V[D�D, H�W�VER, if P�•i��cipal sE�all fail sp ta repai�• ar reconstri�ct ilFl� t]l118I)� noticed clefeetive Work, if is agi'eed tl�at the City may cause a��y ai�d all sucli defective Work fo be repaired a�adfo�• �•eco�ist�'LiCIeC� 1VlEf1 c�II aSSOCIfl�eCE CQStS tI1Ct'eO�I�Ckll� bQl'ilC ��' i�le PI'Ii10E�]dE SE1Cj the Su�•et}� under tl�is Mai��tenance bo�ad; anci 1'ItOVIU�ll FUR'I'HI:R, tf�aE if any le�al actioti be filed ot� tl�is Boiid, venue shall iie i�� Tarran� Co�rnty, "f'e:cas o►• fhe United States District Coua�t far tl�e NoE�tl�erE� District of Texas, Fo►�t Wo�•ti� F7ivision; and PROVillEll I�URTHCR, that tf�is c3bligatEon shall 6e coE�tinuo��s in nai��•e anc! successive E•ecave��ies �nay be f�ad [1e►•eon for se�ccessive hreaches. C17'Y Of rORT VVOR'I'f{ !,l"i'CLE I�O5S11, Ck2�IiK (N7'CRC'E[''1'QR fM-2921 STAhIDARD CO3�7S"1�f2UC'f'ION SPfiC'ITICA'l�[ON I�QCUtv11�N7'S CI7�Y NKOJC:CT NO. 019Ci(1 RevisedJuly 1,2U1! OQ(�€ 19-] i4EA�€d"I"�t+tA[d('E B(ll3b 1'age 3 of 3 [N WITNL"SS WH�R��', the Princi}�al aE�d the Surely liave e�ch SIGNED and SEA�.GD tk�is i��strurnent by dufy auihorizec� agents ai�d oificers o» tf�is the � day of__ __�,�r�b�. , 2Q � 1 , e A�-��, ��.�_. - - —*�..�,..�_� -; �,r�^� ` . (P�ti��ci al} Secrelaty ' � ` �� '`�} :; ��_ C ih�ess as to P��inci�al ATTEST: �1 (5uretyj��i4�•�+ Eric St�l�a, Witness � Witness as tn Surety �e�€[ry Sfewart PRlNCtYAL: Mnuntain Cascade of Texas �.LC �— ��.....__._� �j 13Y: ' V '� l�� ` - --_5�� ; .uie -- „ ;, �rnr�r°��+.w �� •r�:�. L c Pt �'+�s.r�e�c'� Nar��e and '�'itle Acid��ess: 11729 East FM 977 Alvarado, TX 76009 Si1Ftl:"I'Y: Liberty Mutual lnsuranee Company BY: �r. � _.__. ----- Sig��atu�•c � Janee Wrigf�t, Atforney-En-Fact �-�mm Na�tte �i�d Title �- �-- Adc{eess: � 76 Berkelsy Stresk Baston, MA 02916 � � 'I'ele�lt�i�e Nu�i�ber: �6i7) 357-9500 x4'I 177 *Note: lf signed [ry an of'fC�l' O�fiE1� SLII't',l}j COtll[3&Il�, kI101'8 1Ttt15� bE �I1 fIIE 1 CCt'f[�Ei� EXl!'c�C1 ii•o�� tl�e by-l�ws sl�c�wing that il�is ��e�•san has a��tlto�•it}r to sigry sucl� oi�ligatior�. If Srirety's pi�ysical adc��'ess is ciiffere»t froc�� its n}�,iling add►•ess, both itlust be provided. Tlle c{ate af tlje E�ot�d sl�all ��ot be �►•io�• to tlt�: date tl�e Co��tract is awarded. ct'�'t or rorz•r wo��r�-� �.arrE_� ross►i. cRe��: �N•r�rzc��>�ec�a it�-z<�a� S'PANI)AR� COIVSTRCICTION SPE:CIFfCA"i�E()N t)�CUttAI�N'CS C'PCY f'R()Ji:C'I'NO. p19G0 itevisecl July f. 2011 ��, �.i�ber� � �txtUa,�a SEiRETY Liberty Mutual insurance Cpmpany The Ohio Casualty Insurance Company West American Insurance Company �OF.�V�R BF ATTBFtRl�Y Certiicate No: 8204502-985949 KNOWN ALL PERSONS BY THESE PRESENTS: That The Ohio Casuafty dnsurance Campany is a corporation duly organized under Ihe laws ot the StaEe of New Hampshire, Ihal Li6erty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts, and West Americar� insurance Cnmpany is a corporation duly organized under the laws of the State of Indiana (herein collectively called the "Campanies ), pursuanl to and by authority herein set forth, dnes hereby name, constitule and appoinl, Aimee R. Perondine; Alexis ApostoEidis; I3elhany Stevenson; Brendan Pletcher; I3ryan M. Caneschi; Cassandra I3aez; Doona M. Planeta; �ric Slrba; Jacqueline Susco; Janee Wright; Soshua SanCord; Kalhryn Pryor; Michelle Anne McMahon; NichoEas Turecamo; Phillip Knower; Rebecca M. Stevenson; Tanya ]+iguyen all of the city of Harteord state of CT each individually if there be more than one named, its true and Iawful atiorney-in-fact to make, execute, seal, acknowledge and deliver, for and on iis 6ehalf as surety and as its ac€ a�d deed, any and all undertak�ngs, bonds, recognizances and aiher surety obligations, in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed 6y Ihe president and aitesied by the secretary of lhe Companies in their own proper persons, IN WfTNESS WHEREOF, this Power of AEtorney has been su6scribed 6y an authorized oKcer or offcial of the Companies and ihe corporate seals of the Companies have been affixed thereto this 17th day of Novem6er , 2020 . N N N c � � � Siate of PENNSYLVANIA ss i � Countyof MONTGOMERY - Liberty Mutual insurance Company � tHSUq ��i �Ns� a►NSUR The Ohio Casualfy Insurance Company �J4 o�4ORqTq'%e y� �oR4O'iv,.�y \4P�oRpORar4�c West American Insurance Company � a `�o ch v� 3 `Pa m �� Fo fi 1912 � Q 2 1919 � o Q 9991 0 �C f dJ1933ACH�s�.da y0 �'ry4M4s� �L �ls �kOIANP .da � 9�? * *e� a�y1 * tia �� * },e� gy: Qavid M. Carey, Assistant 5ecretary � I On this 17th day of November , 202D before me personafly appeared David M. Carey, who acknowledged himself to 6e the Assistant Secretary of Liberty Mutual Insura�ce ia �Company, The Ohio Casualty Company, and West American Insurance Campany, and fhal he, as such, being autharized so to do, axecute the foregoing instrument for the purposes �� therein contained bv sionina on 6ehalf of ihe coroorations bv himself as a dulv authorized oificer. �ro �� _� � �� O � d � O � C �p N N N � � C o._ �� `o i� �F L IN WITNE5S WHEREOF, I have hereunto subscribed my name and a�xed my notarial seal at King of Prussia, Penosylvania, on the day and year first above writfen, This Power of Attarrtey limits lhe acls of those named he►ein, and they have no authorityr to trind the Company except in the manner and to the e�ent herein stated. ,e, - ,-Sr ' I�,,J.�,, r�_ , r�� GOMMONWEALTH �F PENNSYLVANIA f �+� (��r %' � Notarial Seal � y f� , F � l f k Teresa Pasieila, I�oWry Publfc � 3 Upper Merion7wp., Mon€gomery Counly g�/: . •°� -� � My Commission Expires Mamh 28,2023 •t.,?�Sy�`:y`'-�� 1 ..��4_ -; �v ✓ Memher, Pennsylvania Assoaalion o€ Notar€es _ _,�.✓ / /� Pastella, Notary Public This Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Authorizations of 7he Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American lnsurance Company which resolulior�s are now in iulf force and effect reading as fo!lows: ARTICLE IV- OFFECERS: 5ection 12. Power of Aitorney. Any officer or other official of the Corpora�ion aulhorized for that purpose in writing by the Chairman or Ihe President, and su6ject to such limitation as the Chairman or the President may prescribe, shafl appoint such attorneys-in-fact, as may be necessary to act in behaE[ o( Ihe Corporation to make, execute, seal, acknowledge and deliver as surety any and all underlalsings, bands, recognizances and oiher sureiy obligaiions. Such atiorneys-in-fact, subject to tfie limitalions set forth in iheir respecUve powers of aitomey, sha�l ha�e full power to bind the Corporation by tF�eir signature and execution of any such insfruments and to attach thereio the seal of the Corporation. When sn executed, sueh instruments shall be as bindrng as if signed by the Presideni and attested to by the 5ecretary. Any power or authority granied io any representative or aftomey-in-fact under the provisions of this arlicle may he revoked at any time by the Board, !he Chairman, the President or by fhe officer or offrcers granling such power or authority. ARTICI.� Xlli -�xecution of Cvntracts: 5ection 5. Sureiy Bonds and Underlakings, Any officer of the Company auchorized tor t�at purpose in writing by the chairman or !he president, artd subject to such limitafions as the chairman or the president may prescribe, shalE appoint such attvrneys-in-fact, as may be necessary io act in behalf of Ihe Company to make, execute, seaE, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and ather surery ohligations. Such aitomeys-in-fact subject to the limitations set forlh in their respective powers of attarney, shall have full power to bind the Cnmpany by their signaiure and execution of any such instruments and to atiach thereio the seal of the Company. When so executed such instrumenis sball be as hinding as if signed 6y the president and aftested by the secretary. Cerfificata of Designation - The President of tine Company, acUng pursuant to ihe Bylaws of ihe Company, authorizes aavid i41. Carey, Assistant Secretary io appoint such aftomeys-in- fact as may be necessary tv act on behaif of ihe Company to make, exerule, seal, acknowledge and deliver as surety any and alf underlakings, bonds, recognizances and other surety obligalions. Authorization - Sy unanimous cansent of Ihe Cnmpany's Bnard of �irectors, ihe Company consents that facsimile or mechanically reproduced signature of any assistant secretary of Ihe Company, wherever appexring upon a certified copy of any power of attomey issued by the Company in connection with surety 6onds, shall be valid end binding upon ihe Company with the same force and effect as though manually affxed. I, Renee C. Llewellyn, ihe undersigned, Assisiant Secretary, The Ohio Casualty Insurance Company, Liberty Muluaf Insurance Company, and West American lnsurance Company do hereby certify thal Ihe original power of attomey of which the foregoing is a full, true and correct copy of the Power of Atfomey executed by said Companies, is in ful! force and effect and has noibeenrevoked. IN TESTIMONY WHEREDF, i have hereunlo set my hand and affixed the seals of said Companies this _� day af � rt ,�i,�0 . P,, SNSU,4a ,�`� �u�ORar �'[+ J � �o t� � 1972 � rE'3 sB,�cHus'��,da 9j7 * �!� LMS-12873 LMIC OC�C WAIC Mulii Co_8f20 �ZY INgU a 11�5(/R CJ:4pRYORq�,O'9yC' � 3°°Rro�r�oy�+ F �� a 2 1979 � a 4 1991 0 ��, y�� "A^^Pg�`�aa Ys '"��AµP' aa� By. Renee C. Llewellyn, Assistant 5ecrelary y1 * y,� �,p� * 1.� 0 N N � d � � A ' ..4.��'f,� ��tua.4 S U Ft�'iY TEXAS IMPORTANT NOTICE To obtain informaiion or make a complaint: You may cal� toll-free for information or to make a complaint at i-877-751-2b40 You may also write to: 2200 Renaissance Blvd., Ste. 400 King of Prussia, PA 19406-2755 You may contact the Texas Department of Insurance to obtain ir�ortnation on companies, coverages, rights or complaints at 1-500-252-3439 Ynu may write the Texas Departnnent of Insurance Consumer Protection (111-1 A} P. O. Box 149091 Austin, TX 7$714-9091 FAX: (512) 490�1007 Web: http://www.tdi.texas.�ov E-rnail: ConsumerProtection(a�tdi.texas.�ov PREMIUM QR CLAIM DISFUTES: Should you have a dispute concerning yo�r premium or about a clairm you should first contact the agent or ca�l 1-800-843-644b. Ii the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTTCE TO YOUR POLICY: This notice is for information only and does not become a�art or condition of the attached document. NP706809Q1 LMS-15292 1{1115 TEXAS AVISO IMPORTANTE Para obtener informacion o para someter una queja: Usted puede llaznar al numero de telefono gratis para informacion o para someter una queja al 1-877-751-2640 Usted tambien puede escribir a: 2200 Renaissance Blvd., Ste. 400 King of Prussia, PA 19406-2755 Puede cornunicarse con el Departamento de Seguros de Texas para obtener infarmacion acerca de companias, cobez�turas, derec�aos o quejas al 1-500-252-3439 Puede escribir aI Departamento de �eguros de Texas Consumer Protection (111-1A) P. O. Box 149091 Austin, TX 78714-9091 FAX # (512) 490-1007 Web: http://www.tdi.texas.gov E-mail: ConsumerProtection(a�tdi.texas.�ov DISPUTAS SOBR� PRIMAS O RECLAMO�: Si tiena una disputa concerniente a su prima o a un reclamo, debe comunicarse con el agente o primera. Si no se resuelve la disputa, puede entonces comunicarse con eI departamento (TDI} UNA ESTE AVISO A SU POLIZA: Este avzso es solo para proposito de in�ormacion y no se convierte en parte o condicion del documento adjunto. POL[CY NUMBER: A1CG069118d7 COMM�RCIAL G�f�ERAL LEABILITY CG 20 10 04 '13 �HIS �f��ORS��f�� CH�NG�S �F{� �O�ICY. ��►�� 4� I�' C�4��i�l��Y. .A��I�IO�,AL I�S�J�� OIi�N��, �� CON��A��O�.S o �� ON O� ��A�VI�ATI�� This endorsement modifies insurance pra�ided �ander the following: COMMERCIAL GEiVERA� LfABILITY COVERAGE PART SCH�DUL� Narrie Of Additional Insured Person�s) Or �rganization{sj Locatian s Of Covered Operations As Requirec! by WriEten Contract As Requirec! by Written Contract SubjecE to policy terms and conditions Informatian re uired to carnplefe this Schedu�e, ff not shown above, w�ll be shown in the Declarafions. A. Section 1! — Who Is An Insured is amended #o B incEude as an adcEitional insured the person(s) or organizatiar�(s) shown in the Schedule, bu# only wfth respect to liability for "bodily injury", "proper�y damage" or "personal and advertising injury" caused, in whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; in ihe perforrnance of your ongoing operations for the additiana� �nsured(s) at the location�s) designated above. Hawever: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If co�erage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contrack or agreemen# to provide for such additional insured. With respect to the insurance afforded to thes� additional insur�ds, fhe foliowing additionaf exclusions appfy: This insurance does not apply to "bodily injury" or "property damage" occurrin� after: 1. All work, including materials, parts or equipment furnished in connection with such woric, on the project {other thar� serrrice, maintenance or repairsj to be performed by or on behalf of the additipnal insured(s) at the locatior� of tt�e covered operations has been campleted; or 2. That portian of "yaur work" out of which the injury or damage arises has been put to its intended use by any �erson or organizat�on other than another contractor or subconfractor engaged in perForming operations for a principal as a part of the same praject. CG 20 10 04 13 O Insurance Services Office, Inc., 2012 �age '� of 2 C. Wi#h respect to the ins�rance afforded to these additional insurec�s, the fo!lowing is added to 5ection III — Limits Of Insurance: ff co�erage provided to the additional insured is required hy a contract ar agre�ment, th� most we will pay on behalf of the addi#ional insured is the amount of insurance: 1. Requi�ed by tne contract or agreement; ar 2. Avaiiable under the applicable Limits of Insurance shawn in the Decfara#ions; whichever �s Iess. Th�s endorsement sl�all not i�tcrease the applicable Limits of Insurance shown in the DeclaraiiQns. Page 2 of 2 O Insurance Services Office, Inc., 2012 CG 2Q '10 04 '13 POLICY NUMBER: A1CG06911807 CONiMERGIAI. GENERAL LCABiLITY CG 20 37 04 'f 3 iHIS FNDOFiSFi�lIl�iVi CHAP�CF� TH� POLIGY. PLFi4�� R�r4D li CARFc�ULLY. �� s �� I�� This endorsement modifies insurance pro�ided under tF�e following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPL.�T�D OPERA710NS �.IABf1.1TY C�V�RAG� PAR7 SCHEDULE Name Of Addifional Insured Person(s) Or Or anization s Location And Descri tion Of Cam leted O erations As Required by Written Contract. As Required by Written Contract. Subject to po�icy terms and conditions, Information re uired to com lete this Schedule, if not shown above, wifl be shown in the Dedarations. A. Section II — Who Is An Insured is amended to include as an addi#ional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodi]y injury" or "property damage" caused, in whole or in �arf, by "your work" at khe locat�on designated and described in the Sch�dule of this endorsement performed for that additional insured and included in the "products-cample#ed operations hazard". Howe�er: 1. The insurance atforded to such additional insurec� only applies fo the extent permitted by law; and 2. If coverage pravided to th� additional insureci is required by a contract or agreement, the insurance afforded ta such adcfitionai insured will not he braad�r than tY�at whic� you are required by the contract or agr�em�nt to pro�ide for such additianal i�sured. B. WitF� respect ta the insurance afforded to these additional insureds, the following is added to Section tll — Limits Of fnsurance: If coverage provided to the additionaf insured is required by a contracf or agreement, the mast we will �ay on behalf of the additionaf insured is the amo�nt o� insurance: 'I. Required by the contract or agreement; or 2. Available under the applicable Limits of Insurance shown in the Declaratioros; whiche�er is less. Fhis endorsement shafl nof increase the applicable Limits of [nsurance shown in the Declarations. CG 20 37 44 13 O insurance Services Office, Inc., 2012 Page 1 of 1 �L� ��U�LIG C��IV��L �N�URANC� CO��e�'ION GHI,�NC�S A��I�'IAN�L li�!ISU�EC� �RI�1�RY 11VAR��i�C SGH��UL� THIS ENDORSEMENT CHANGES THE POL[CY. PLEASE READ IT CAREFULLY. THIS END4RSEMENT MO�IFIES INSURANCE PROVI�ED UNDER THE FOLLOWING: COMM�RCIAL GENERAL LlABILlTY COVERAGE FORM Name of Adcf�tional lnseared Person{s) Location{s) of Covered Operations Or Organizafion{s): As Required by Written Contract Subject to policy terms and conditions As Required by Written Contract Information required ta compiete fhis ScheduEe, if not shown abo�e, wif[ be shown in fhe Declarations. T�e insurance provided by this endorsement is primary ir�surance and we wifl not seek contrib�tion from any of�er insurance of a like kind available to the person or organization shown in the schedule above unless fhe other insurance is pro�ided by a contractor other than the person or organization shown in the scheduEe above for the same operatian and job location. If sa, we will share with that other insurance by the method described in paragraph 4.c. of Section IV — Commercial General Liabiliky Cond�tians. All other terms and concfitions remain unci�anged. Named Insured Mountain Cascade of Texas, �LC Poficy iVumber A1CGfl691180i Endorsement No. ODa Policy Period 'IOIO"�12020 Eo 10/01/2021 Endorsement Effecti�e Date: 7610'l12020 Producer's Name: Alliant Insurance Services, Inc. Producer Number: � _ - _ � �' 4 _�cwi�a rn�r:�.r�.,�� - �.� CCQIARSi EMCC:117Yf.` AUTHORIZED REPRESENTATIVE � V'O i 1�0� V DATE CG �N GN 0029 09 06 POLICY NUMBER: A1CG06911807 CDMM�RCIAL G�NERAL LlAB1LITY CG 25 03 OS a9 ii�IS �ND�RS�M�i�i CbAIVC�S T'b� P��ICY. ��AS� R�A� [�' C�►R��U��Y. �� G�N�F��e� �►G��Gr�� This endorsement modifies insurance provided under the following: COMMERCIAL. G�N�RAL L.IABIf�fTY COVERAGE PAR7 SCHEDUl.E Designafed Cons#ruction Project{s): �ACW OF YQUR CONSTRUCTION PROJECTS. ��C�(�� Information required fo complet� this 5chedule, if not shown above, will be shown in the Decfarations. A. For al! sums which the insured becomes le�ally obligafed to pay as damag�s caused by "occur- rences" under Section I-- Coverage A, and for all rnedical expenses caused by accidents under Section I— Coverage C, which can be atiributed anly fo ongaing operations at a single designatec! construction projec# shown in the Schedule above: 1. A separate Desigrtated Constructior� Project General Aggregate Lirriit applies to each des- ignafed construction project, and that limif is equal to the amount of the General Aggregate Lirnif shown in the Declarations. 2. The Designated Conskruction Project General Aggregate Lir�it is fhe most we wi{I pay for the sum of all damages under Coverage A, ex- cept cfamages because of "bodily injury" or "property clamage" included in the "products- completed operations hazard", and for medi- cal expenses under Coverage C regardless of the number o�: 3. Any payments made under CaWerage A far damages ar under Coverage C for medical �xpenses shalf reduce the Designaked Gon� struction Project General Aggregate Limit for that designated construction project. Such payments shall not reduce the General Ag- grega#e Limit shown in the �eclarafions nor shall they reduce �ny other Designated Can- struction Project General Aggregate Limit for any ather designated construckion projecf shawn ir� the Schedule above. 4. The limits shown in ti�e Dec]arat�ons for Each Occurrence, Damage To Premises Rented To You and Medical Expense continue fo appiy. However, instead of being subject to t�e General Aggregafe Limit shown in fhe Decla- rations, such limits will be subject to the appli- cable Designated Construction Project Gen- eral Aggregafe Limit. a. Insureds; b. Claims made or "suits" brought, or c. Persons or organizations making claims or bringing "suits". CG 25 a3 Q5 09 O Insurance SeEvices Office, Inc., 2008 Page 1 of 2 8 B. For all sums which the insured becomes fegally obligated to pay as damages caused by 'bccur� rences" under Section C— Coverage A, and for all medical expenses caused by accidents unc[er Sec#ion I— Coverage C, which ca�not be at- tributed only to ongoing operatians at a sin�le designated construction project shown in the Sched€�le abave: C. When coverage �or liabili#y arising out of the "praducts-comp]eted operations hazard" is pro- vided, any payments for damages because of "bodily injury" or "proper�y damage" included in the "prod�c#s-completed qperations hazard" wif[ reduce the Products-completed Operations Ag- gregate Limit, and nof reduce the General Ag- gregate Limit nor the Designated Cons#ruction Project General Aggregate L�imit. If the applicabfe designa�ed construction project has been abandoned, d�layed, or abandoned and then restarted, ar if the authorized contract- ing parties deviate from plans, blueprints, de- signs, specifications or #imetables, fhe praject will stiff be deemed to be t�e same construcfion pro- j ect. 1. Any payments made under Coverage A for damages or under Coverage C for medical p. expenses shall reduce the amount a�ailable under the General Aggregate Limit or fhe Products-completed Operations Aggregate L.imit, whichever is applicabie; and 2. Such payments shall nat reduce any Desig- nated Construcfion Prajecf General Aggre- gate Limit. E. T�e provisions of Sectian itf — Limits Of Insur- ance not otherwise modified }�y #�tis endorsement shall continue to apply as stipulat�d. Page 2 of 2 O fnsurance Services Office, Inc., 2Q08 CG 25 03 05 09 C POLICY NUMBER: A1CGU6911807 COMMERCIAL G�N�RAL LIABIL[TY CG 24 fl4 05 OS l�A�l�� i��l�� I��i� �� COl�I��Y A��elnl�� iS �O US This endarsement modifies insurance provicled under the following: COMM�RCIAI. G�NERAL LIAB[LITY COV�RAG� PART PRODUCTSICOMPLETED OPERATIONS LIABiLITY GOVERAGE PARi SCH�DULE Name Of Person Or Organizafion: WHERE REQUtRED BY WRITTEN CONTRACT. Information reQuired to compEefe this Schedule, if not shown 7he following is added to Paragrap� 8. Transfer Of Rights Of Reco�ery Against Others To Us of Section N — Conditions: We w�iv� any right of recovery we may ha�e against the person or arganization shown in the Schedule above because of �ayments we make for inj�ry or damage arising o�# of your ongoing aperations ar "your work" done �nder a contracf with that person or organization and included i� the "�roducts- completed operations hazard". ihis waiver applies only to th� person or arganization shown in the Schedule above. will be shown in the Declarations. CG 24 04 U5 09 O Insurance Services Office, Inc., 2008 Page 1 af 1 � POLiCY Nl1MBER: A'f CAQ6911807 COMMERCIAL AUTO CA 20 48 '� 0 13 iFiIS �1dDORS�IV��fVi Cbr4PIC�S Tb� P�L�CY. PL�AoS� R�AD li GA�Ft��U��Y, �� C�l/��D Al1T'�S �I��I��Y C01/�R�� This endorsement modifies insuranc� pro�ided under the following: AUTO DEAL.�RS COVE,RAGE FORM BUSifVESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endarsement, the pravisions of the Coverage Form apply uniess modified by this endorsement. This endorsement identifies �erson{s) or organization{s) who are "insureds" for Cavered Autos Liability Coverage under the Who Is An lnsured provision of the Coverage Form. This endorsement does not alter coverage provided in the Coverage Form. This endorsement changes the policy effective on the inception da#e of the policy unless another date is indicated belaw. Named Insured: Mauntain Cascade af Texas, LLC �ndorsem��t �ffective pate: 'f 010712d20 SCH�DULE Name Of Person{s) Or Organization(s): WWERE REQUIRED BY WRITTEN CONTRAGT Information repuired to complefe this Schedule, if not sf�own Each person or organization s�own in the Schecfule is an "insured" for Covered Autos Liability Coverage, but anly ta the extent that person or organization quafifies as an °insured" under the Who Is An Insured provision contained in Paragraph A.7. of Section il — Covered Autos Liability Coverage in the Business Auto ancE Motor Carrier Coverage �orms and Paragraph D.2. of Section 1— Cov�red Autos Coverages of the Auto Dealers Coverage Form. will be shown in the Deciarations. GA 20 48 'IO 13 O Insurance 5ervices OfFice, fnc., 2011 Page 1 of 1 POLICY NUMBER: A1CA069'118U7 COMMERCIAL AUTO CA b4� 4� '!0 '13 iWIS �P��OF�S�MER�i CH�I�{yES T'HE �QLiCY. PL��.S� RE,�� li CARE�ULLY. �� s�r oT��s �o u� fvu�rv�� o� s��o��o�� This endorsemenf modifies insurance provided under the foliowing: AUTO �EALERS COVERAG� F�RM B�JSlNESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to caverage providec� by this endorsement, the provisians of the Caverage F'arm apply unless modified by tne endorsement. This er�dorsemenf changes the policy efFectEve on the inception date of the po]icy unless another date is indicafed below. Named Insured: Mountain Cascade of Texas, LLC Endorsem�nt �ff�ctive Date: 10I0112020 SCNEDULE Name(s) Of Person(s) Or Organization(s); WHERE REQU[RED BY WRITTEN CONTRACT. Informatior� reauired to comt�lete this 5chedule. if not shown above. will be shown in the €7eclarations. The Transfer Of Rights Of Recovery Against Others To Us condition does not apply to the person{s) or or'ganiza#ion(s� shown in the Schedule, but only to th� extenf t�at subrogafion is waived prior to the "accident" or the "loss" under a contract with that person or organizatiort. CA 04 44 10 '[3 O Ins�rar�ce Services Office, Inc., 2011 Page 1 of '! o�� u��ic �€��►� i�su��c� co��o��o�+ WAIVER OF OUR RIGHT TO R�COV�R FROM OTHERS ENDORS�MENT 7HIS �NDORSEMENT CHANGES TH� POLICY. PLEASE READ fT CAREFULLY. THIS ENDORSEMENT MODIF[ES INSfJRANCE PROV�DED UNDER THE FOLLOWING: WORK�RS' COMPENSATfON AND EMPLOYERS' LfABILITY INSURANGE We ha�e the right to recover our payments from anyone liabie for an injury covered by #his policy. We will not enforce our right agsinst the person or organization named in the Schedule. This agreement appfies only to the exfent thaf you per�orrn work u�der a written contract that requires yo�[ to abtain thEs agreement from us. 'This agreement shall not operate directly or indir�ctiy to benefit anyone not namecf in the Schedule. Schedule WH�N R�QUfRED BY WRITTEN CONTRACT. iVamed Insured Mountain Cascade of Texas, LLC Policy fVumber A'ICWq691'l807 Endors�ment No. 000 Policy Period ��0�12b to 'IDIO'1121 �ndorsement �fFective Date: �4101120 Praducer's Narne: Alliant Insurance Services, lnc. Producer Number: t._ r � � r_��,.� r��- v,:�,� ._ , � z��,��,� �H��u�;,,� AU7KORl�� R��S�N�A�iV�, 'I 0101 ]20 DATE WC 99 Q3 15 (09106) oobi2s-� CERTIFICATE OP ]TlSURANCT Page ] of 1 SECTION QO 61 2S CERTIFICATE OF 1NSURANCE END OF SECTION C1TY OF FOTiT WORTH LiTTLE POSSIL CR�I:'K INT�RCI3PTOR (M-292) STANDARD CONS'FRUCTION SP�CIPICATION DOCUMENTS ClTY PROJECT NO. O] 9G0 ticvised July 1, 2U11 STAl�TDARI� G�llTERAL �011TI��TIO�lTS OF '�'I�� COIiTSTRUC7['��l�T C�I�TT�C'T CITY OF FORT WORTH LITTLT: I'OSSTL CRTrK IN'IT'RCEPTOR (M-292) STANDARD CON5TItUCTION 5PECII�ICATION �OCIJMENTS C1TY PROJECT NO. 01960 Revision: Febn�y2,2016 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF C0�1TE1�1TS Page Article 1— Definitions and Terminology 1.01 Defined Terms ..................... 1.02 Terminology ........................ ................................ ................................ Article 2 — Preliminary Matters ...................................................................... 2.01 Copies of Doc�.unents ................................................................. 2.02 Commencement of Contract Time; Notice to Proceed ............. 2.03 Start�ng the Work ....................................................................... 2.04 Before Starting Consiruction ..................................................... 2.05 Preconstruction Conference ....................................................... 2.06 Public Meeting ........................................................................... ...............................................1 ...............................................1 ............................................... 6 ............... ............... ............... ............... 2.07 Initial Acceptance of Scnedules .................................................. .................................... 7 .................................... 7 ...................�-� •--------..... 7 .................................... 8 .................................... 8 ----------------�---��----.......... 8 .................................... 8 ....-•----� ......................... 8 Article 3— Contract Documents: Intent, Amenciing, Reuse ...................................................... 3.01 Intent .................................................•...................................................................... 3.02 Reference Standards .......................................................................................•-------� 3.03 Reporting and Resa�ving Discrepancies ................................................................. 3.Q4 Amending and Supplementing Contract Documents ................................. 3.05 Reuse of Documents ............................................................................................... 3.06 E�ectronic Data ........................................................................................................ ..................... 8 ..................... 8 � .................... 9 ..................... 9 ...................10 ...................10 ...................11 Article 4-- AvaiIability of Lands; Subsurface an� Physical Conditions; Hazardous Enviranmental Conditions; Reference Points ...........................................................................................................11 4.01 Availabilifiy oiLands ---�--------------•----�-.........................................................................................11 4.02 Subsurface and Physzcal Conditions ..........................................................................................12 4.03 Differing Subsurface or Physical Condiiions ............................................ .................................12 4.04 Underground Faciliiies ............................................................�--................................................ i3 4.05 Reference Points ..................................................................................................................�---...14 �4.OG Hazardou.s Environmental Condition at Site ..............................................................................14 Article 5— Bonds and Insurance .................................�--�-�--�----��--•-•--..............................................................16 5.01 Licensed Sureties and Insurers ...................................................................................................16 5.02 Per�ortx�anc�, Payment, and Maintenance Bonas ....................................................................... lb 5.03 Certificates of Insurance ................................................�---•------•�---.............................................16 5.04 Contractor's Insurance ................................................................................................................18 S.OS Acceptance of Bonds and Insurance; Option to Replace ...........................................................19 Article 6 -- Cor�tractor's Rcsponsibilities ............................................................�--------��-----............................19 6.01 Supervision and Superintendence ...............................................................................................19 C1TY OF FORT WORTH LITTLE FOSSIL CREEK TNT�RCEPTOR (M-292) STANDARD CONSTRUCTION SPECIFICATION DOCiJMENTS CITY PROJECT ND. 01960 Kevision: Fe6iuuy 2, 2D 16 6.02 Labor; Working Hours ................................................................................................................20 6.03 Services, Materials, and Equip�nent ........................................................................................... 2p b.04 Projeci Schedulc .............................................................�-----�--•----...............................................21 b.05 Substitutes and "Or-Equals" ...................................................................................... ......... 21 6.06 Concerning Subcontractors, Suppliers, and Others ....................................................................24 6.07 Wage Rates .......................................................•-----�--..................................................................25 6.08 Patent Fees and Royaliies ...........................................................................................................26 6.09 Permits and Utilities ...........................................................................•--�--------�-��----------...............27 6.1Q Laws and Regulations-�----��----�-----•--• ...........................................................................................27 6.1 l Taxes ...........................................................................................................................................28 6.12 Use of �ite and Other Areas ..............................................................••--•-•-------------�----................28 �.13 Record Documents ......................................................................................................................29 6.14 Safety and Protection ..................................................................................................................29 6.15 Safety Representative ......................•--•�--------�-•--..........................................................................30 6.16 Hazard Communication Programs .............................................................................................30 6.17 Emergencies and/orRectification .........................................................................•..-------�•--�--��---30 6.18 Submittals ....................................................................................................................................31 6.19 Continuing the Work ................................................................................................................... 32 b.20 Contractor's General Warranty and Guarantee ..........................................................................32 6.21 Indemni�cation ..........................................................•-�------�------...............................................33 6.22 Delegation of Professional Design Services .............................................................................. 34 6.23 Right to Audit .........................................................••-•-�--•-----................................ ..........34 6.24 Nondiscrimination .......................................................................................................................35 Article 7- Oti�er Work at the Site ........................................................................ 7.01 Related Work at Site ..........................................•-•-�------------��----....... "1.02 Coordinaiion ..................................................................................... ............................ 35 ............................ 35 ............................ 36 ............................ 36 ........................... 36 ............................ 36 -•----� •-----• ............. 36 ........................... 3 6 ,.. ......................... 36 ........................... 36 ........................... 37 ........................... 37 ........................... 37 Article S - City's Responsibilities ....................................................................................... S.O1 Communications to Contractor ....................................................................... 8A2Furnish Data .................................................................................................... 8.03 Pay When Due ..........................................................................................•..--- 8.04 Lands and Easements; Reports and Tests ......................................................., 8.05 Change Ordcrs ................................................................................................. 8.06 Inspections, Tests, and Approvals .................................................................., 8.07 Litnitations on City's Responsibilities ............................................................ 8.08 Undisclosed Hazardous Environmenta� Condition ......................................... 8.09 Compliance with Safety Program......-• ............................................................ Article 9- City's Observation Status During Construction ............................................................... 9.0� City's Project Manager ................................................................................................ 9.02 Visits to Sit� ........................•---••---.................................................................................., 9.03 Authorized Variations in Work ...................................................................................... 9.04 Rejecting Defective Work .............................................................................................. 9.05 Determinations for Work Performed .............................................................................. 9A6 Decisions on Requirements of Contract Documents and Acceptability of Work......... ......... 37 ,........ 37 ......... 37 ......... 3 S ......... 3 8 ......... 38 ........ 38 CITY OF FORT WORTI-I L1TTLE FOSSIL CREEK INTERCEPTOR (M-292) STA]�DARD CONSTI2UCT10N SP�CiI'IGATIpN DQCUMENTS CITY PR07�CT NO. 01960 Revision: Feb�uary 2, 201 G Article 10 - Changes in the Wark; Claims; Extra Wark ............................................................. lOAI Authorized Changes in the Work ............................................................................ 10.02 U�authorized Changes in the Work ........................................................................ 10.03 Execution of Chan�e Orders--�--•--...-•--�-----• .............................................................. 10.04 Extra Work ............................................................................................................... 10.05 Notification to Surety ..............................................................•--•- ---................. lO.Ob Contract Claims Process .......................................................................................... ............... 38 ............... 38 --•-•--........39 ............... 39 ............... 39 ............... 39 ...............40 Article ll- Cost of the Work; Allowances; Unii Price Work; Plans Quaniity Measurement ...................... 41 11.01 Costofthe Work .......................................................�--�---••---............... ...............41 ........................ 11.02 Allowances ..................................................................................................................................4�3 Z1.03 Unit Price Work .......................................................................................................................... �4� 11.04 Plans Quantiiy Measurement---••-•-----• .........................................................................................45 Article 12 - Change oi Contract Price; Change of Contract Time.......... 12.01 Change of Contract Price ..................................................... 12.02 Change of Contract Time ........................•----........................ 12.03 Delays ................................................................................... .......................... ........................., , ......... ............. 46 •---------�--.....---.. 4b ....................... 47 ....................... 47 Article 13 - Tests and Inspections; Coi�ection, Reanoval or Acccptance of Defective Work ...................... 48 13.01 Notice of Defects ........................................................................................................................ 48 13.02 Access to Work ...........................................................................................................................4$ 13.03 Tests and Inspections ...................................................•-•--�----�--..................................................48 13.04 U�covering Work ........................................................................................................................49 13.05 City May Stop the Work .................................................................................................�--•--•---..49 13.06 Corx'cciion or Remaval of Defective Work ................................................................................ 50 I3.07 Correction Period ........................................................................................................................ 50 13.08 Acceptance of Defcctive Work .........................................•�---..................................................... 51 13.09 City May Correcf Defeciive Work ............................................................................................. 51 Article 14 - Payments to Coniractor and Compleiion .................................................................................... 52 14.01 Schedu�c of Values .....................�-----...........................................................................................52 14.02 Progress Payments ......................................................................................................................52 14.03 Contractor's Warranty of Title ................................................. ........................... 5�4 ....................... 14.04 Partial Utilization ........................��---�---�----....................................................... ....55 ....................... 14.05 Finallnspection ............................................................ ............................................................... 14.06 Final Acceptance ...................................................................��---...----�----------�---------•�--��---�-----......55 14.07 Fizaal Pay�nent .............................................................................................................................. SG 14.08 Final Completion Delayed and Partial Retainage Release ........................................................ 56 14.09 Waiver of Claims ..........................................�-�--...---��----.............................................................57 Article 1 S- Suspensian of Work and Termination ........................................................................................ 57 15.01 City May Suspend Work ............................................................................................................. 57 15.02 City May Terminate far Cause -----�---� ......................................................................................... 58 15.03 City May Terminate For Convenience .......................................................................................60 Article16 - Dispute Resolution ...................................................................................................................... 61 16.01 Methods and Proc�dures .....................................�-•------...............................................................61 CITY pF FOItT WOKTH I,1TTI,I' POSS]L CR13i:IC INTFRCIiPTOR (M-292) STANDARD CONSTRUCTION Sl'�CIFICATION DOCUM�3�ITS C1TY PROJ�CT NO. 019b0 Rcvision: Feinuary2,2016 Article 17 — Miscellaneous ............................................................ .................................................................. 17.01 Giving Notice ..................................................................................�----.......................................62 17.02 Computation of Times .-•----• ........................................................................................................62 17.03 Cumulative Remedies ............................................................................. .............. 62 ...................... 17.04 Survival of Obligations .......................................................�------.................................................63 17.05 Headings ......................................................................................................................................63 CITY OT' PORT WORTH LITTLE I'OSSIL CRC�K ➢dTERCEPTOR (M-292) STANDAILD COI�}STRUCTiON SPECIFICATION DOCUM�NTS C1TY PROJECT ]VO. 019G0 Revision: k�ebnkroy 2, 2a 16 oo7zoo-t GENERAL CONDITIONS Page 1 of 63 ART�CLE 1— DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural ti�ereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context cansisient wiih the definition of a listed-defined term, the term shall have a meaning as defined below whether capitalized or italicized or othea-wise. Ia� addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragrapf�s, and the titles of othcr documents or forms. 1. Addenda Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or c��ange the Bidding Requiremenis or the proposed Coni�act Documents. 2. Agreersxent The written instriunent w�ich is evidence of the agreement between City ar�d Contractor cove�ng the Work. 3. Application for Payment. The %rm acceptable io City which is io be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by t�e Contract Documents. 4. Asbestos Any material that contains more than one percent asbestos and is friable or is rcicasing asbestos fibers into the air above current actiort lcvels estabiished by the United States Occupational Safety and Health Administration. 5. Award — Authorization by the City Council far the City to enter into an Agreernent. 6. Bid The offer or praposal of a Bidder submitted on ihe prescribed form setting fortl� the prices far the Wark to be performed. 7. Bidder The individual or entity who submits a Bid directly to City. Bidding Documents The Bidding Requirements and the proposed Contract Documents (including all Addenda}. 9. Bidding Requirejnents The advertisement or Invitation ta Bid, Instructions to Bidders, Bid security of acceptable form, if any, and t�e Bid Fortn wiil� any supplements. 10. Business Day — A business day is defned as a day ihat ihe City conducts normal business, gencrally Monday through Friday, except for fedcral or state holidays observed by the City. ll. Buzzsaw — City's on-line, electronic document management a�d coltaboration sysiem. 12. Calendar Day — A day consisting of 24 hours measured from midni�ht to t1�e next midnight. CiTY OF PORT WORTH LfTTLE FOSSIL CREEK INTERCEPTOR (Iv1-292) STANDARD COAlSTRUCTION SPrCIFiCATION DOCUMP,NTS CITY PROI�CT �IO. 01960 Revision: Fe6rtrary 2, 20 ] G 00 �a oo - i GENERAL CONDITIONS Pagc 2 of G3 l3. Cla�nge Order A document, which is prepared and approved by the City, which is signed by Contracfor and City and auihorizes an addition, deletion, or revision in the Work or an adjustment in ihe Contract Price or the Contract Time, issued on or after the Effective Date af the Agree�nent. 14. City The City of Fort Worth, Texas, a home-rule municipal corparation, authorized and chartered under the Texas State Statutes, acting by its governing body through its City Manager, his designee, or agents autho�ized under his behalf, each of which is required by Charter to perform specific duties with responsibility %r final enforcement of the contracts involving the City of Fort Worth is by Charter vested in the City Manager and is thc entity with whom Contractor has entered into the Agreement and for whom the Work is to be per%rmed. 15. City Attorney — The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. 16. Ciry Council - The duly elected and t�ualified governing body of the City of Fort Worth, Texas. 17. City Manager — The officially appointed and authorized City Manager of tlae City of Fart Worth, Texas, or his duIy authorized representative. 18. Corat�act Claim A demand or assertion by City or Contractor seeking an adjustment of Contract Price or Contract Time, or boih, or other relief with respect to the terms of the Contract. A dernand for rnoney or services by a third party is noi a Contract Claim. 19. Contract The entire and integrated written document between the City anc� Contractor concerning the Work. The Contract contains the A�reement and all Contract Documents and supersedes prior negotiations, representarions, or agreements, whether written ar ora1. 20. Contract Docunaents Those items so designaied in the Agreement. A11 items listed in the Agreement are Contract Documen�s. Approved Submittals, other Contractor submittals, and the reports and drawings of subsuriace and physical canditions are not Contract Documenfis. 21. Cont�-act Price The moneys payable by City io Contractor for completion of the Work in accardance with the Contract Documents as stated in the Agreemen# (subject to the provisions af Paragraph 11.03 in the case of Unit Price Work). 22. Cont�-act Time—The numbcr of days or the dates stated in the Ageement to: (i) acnievc Milestones, if any and (ii) complete the Work so that it is ready for Final Acceptance. 23. Contracto� Tiie individual or entity with whom Ciiy has entered inia the Agreemeni. 24. Cost o,f tlae Wo�^k----�ee Paragraph 11.01 of these General Conditions for definition. CITY OF FORT WORTH LITTLE FOSSIL CREEK INTERC�PTOIZ (M-292) STANDARD CONSTRUC"1'ION SPECIFICATI4N DOCUM�NTS C]TY PROJECT hfQ. 01960 Revision: Fe6muy2,20f6 ao 7z oo - i GENERAI. C�NI7ITIONS Pagc 3 of G3 25. Damage Claims — A dcmand for money or scrvices arising froin the Project or Site from a third party, City or Contractor exclusive of a Cantract Claiyn. 2b. Day or day — A day, unless otherwise defined, shall zx�ean a Calendar Day. 27. Director of Aviation — The officialiy appointed Director of the Aviation Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 28. Director of Pa�ks and Community Ser-vices — The officially appointed Director of the Parks and Community Services Deparhnent of the City of Fort Worth, Texas, or his du�y appoin#ed representative, assistant, or agents. 29. Director of Pdanning and Developnzent -- T�e officially appointed Director af the Planning and Development Department af the City of Fort Worth, Texas, or his duly appointed representative, assistant, ar agents. 30. Directn� of T�ansportation Public Works — The off'icially appoi��ted Director af the Txansporkation Public Works Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 31. Director of Water Departmelxt — The officially appointed Director of the Water Department of the City of Fort Wortb, Texas, or his duly appointed representative, assistant, or agents. 32. Drawirags That part of the Coniraci DocUments prepared ar approved by Engineer which graphically shows the scope, extcnt, and character of the Work to be performed by Contractor. Submittals are nat Drawings as so defined. 33. Effective Date of the Agreement Tne date indicated in the Agreement on which it becon�es effective, but if no such date is indicaied, it raeans the date on which the Agreement is signed and deIivered by the last oithe two parties to sign and deliver. 34. Engineer The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the City. 35. Extra Work — Additional work madc necessary by changes or alterations of the Contract Documents or of yuantities or for other reasons far which no prices are provided in �he Contract Documents. Extra work shall be part of the Wark. 36. Field Order� — A written arder issned by City which reyuires changes i� the Work bui which does not involve a change in the Contract Price, Contract Ti�ne, ar the intent of the Engineer. Field Orders are paid frorra Field Oxder Allowances incorporated into the Contract by funded woxk type at the time oi award. 37. Final Acceptance -- The written notice given by the City to the Contractor that the Work specif ed in ihe Contract Documents has been complcted to the satisfaction of the City. CITY OP FORT WQRTH LITTLE FQSSIL CREEK INTERC�PTOR (M-292) STANDARD CONSTRUCTI01�3 SPECIFICATIDN DOCUMENTS CITY PROJECT NO. 01960 Rcvision: Pcbniary2, 201G OU7200-1 G�NERAL CONDITIQNS Page 4 af G3 3$. Final Inspection — Inspection cart'icd aut by the City to verify that the Contraetor has completed the Work, and each and evcry part or appurtenance thereof, fully, entixely, and in confortnance with the Coniract DocUments. 39. Gene�al Reqt�i�ements�ections of Division 1 of the Contract Documents. 40. Haza�dous Environmental Conclition The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or circumstances thai may present a substantial danger to persons or property exposed thereto. 41. Hazardous Waste Hazardous waste is defined as any solid waste listed as hazardous or possesses one or rnore hazardous characteristics as de�ned in the federal waste regulations, as amended from time to time. 42. Laws and Regulations Any and all applicable laws, rules, regulations, ordinanccs, codes, and orders of any and alI governmental bodies, agencies, authorit�es, and courts having jurisdiction. 43. Lieras�harges, security interests, nr encumbrances upon Project funds, real property, or personal property. 44. Major Item — An Item af work included in the Contract Doc�ments that has a total cost equal to or greater than 5% oithe original Cantract Price or $25,000 whichever is less. 45. Milestone A principal event specified in the Contract Documents relating to an intermediaie Contract Time prior to Fina1 Acceptance of the Work. 46. Notice of Award TI�e written natice by City to the Successful Bidder stating that upan iimely compliance by the Successful Bidder with the conditions precedent listed therein, City wi11 sign and deliver the Agreemeni. �7. Notice to Proceed A written notice given by City to Contractor fixing the date on whic� the Contract Time will comrnence to �-un and on wl��ch Contractor shall start to perform the Warl� specified in Contract Documents. 48. PCBs Polychlorinated biphenyls. 49. Pet�oleusn Petroleum, including cru.de oil ar any fraction thereof which is liyuid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with ather nan-Hazardous Waste and crude oils. S0. Pl�ns -- See dcfinition of Drawings. CITY OF FORT WORTH L1TTL� FOSSIL CRE�K INTERCEPTOR (M-292) STANDARD GONSTRUCTION SPECIFICATTON DOCUMENTS CITY PRpJECT NO. 01960 Rcvision; Febmary2, 2016 007200-1 G�IVERAL CaNDfTIONS Pagc 5 of 63 S l.. Project Sclzedule A schedule, prepared and maintained by Contractor, in accordance with the General Requiremenis, describing the sequence and duration o�' the activities comprising the Contractor's plan to accomplish the Wark within the Contract Time. 52. Project The Work to be performed under the Contract Documents. 53. Project Manager The authorized representativc af the City who wilI be assigned to the Site. 5�4. Public Meeting — An announced meeting conducted by the City to facilitate public participation and to assist the public in gaining an informed view of the Project. 55. Radioactive Mate�ial—�ource, special nuclear, ar byproduct maier�al as dc�ncd by th� Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended frorn time to time. 56. Regular Working Hou�-s — Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday t�u-u Friday (excluding iegal holidays). 57. Samples Physical examples of materials, equipment, or workmanship tliat are representative of some portion of the Work and which establish t�e siandards by which such portion of the Work will be judged. 58. Schedule of �`ubtnittals A schedule, prepared and maintained by Contractor, of required submittals and ihe time requirements to support scheduled performance of re�ated constz-uction activities. 59. Schedule of Values A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price ta various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. fi0. Site—Lands or areas ifidicated in the Contract Doc�ments as being fiarnished by City upon vvhich the Wark is to be performed, including rights-of way, permits, and easements for access thereto, and such other lands furnished by City which are designated for the use of Contractar. 61. Speci�cations That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thcrcto. �pecifications may be specifically made a part of the Contract Documents by attachtnent or, if not attached, may be incorporated by reference as indicated in the Table of Cantents {Division 00 00 00) af each Project. 62. Subcontractor An individual or entity having a direct contraci with Contractor or with any ot.�er Subcontractor for the perforrnance o£ a part of the Work at the Site. C1TY OF FORT WOKTH LITTLE FOSSIL CRE�K ]i�'I"GitCEPTOR (M-292) STANDARD CONSTRUCTION SPECIF'1CA'I'ION DOCUM�NTS CITY PR07ECT NO. 01960 Rcvision: Fdnuary 2, 2016 00 7z oo - t GENERAL CdNDITIONS Pagc 6 of 63 63. Submittals A11 drawings, diagrams, illustrations, schedules, and other daia or information which are specifically prepared ar assembled by or for Contractor and sub�nitted by Contractar ta illustrate some partion of the Work. 6�4. Successful Bidder The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 65. Superintenderct — The representative of the Contractor w�o is availahle at all times and able to receive instructions from the City and to act for the Cantractor. 66. Supplejnentary Conditions—That part of the Contract Docume3�ts whic�a amends or supplements these General Conditions. 67. Supplier A manufacturer, fabricator, supplier, distributor, materialrnan, or vendar ha�ing a direct contract with Contractor ar with any Subcontractor to furnish mat�rials or equipment to be incorporated in the Work by Confiractar ar Subcontractor. 68. Underground Facilities All underground pipelincs, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or ot�ex such facaIities or attachments, ar�d any encasements containing such facilities, including but not limited to, those tl�at convey electricity, gases, steam, liquid petroleum products, telephone or oYher comrnunications, cable ielevision, water, wastewater, starm waier, other liquids or chemicals, or traffic or other cantrol systems. 69. Unit PYice YI�ork�ee Paragraph 11.03 oithese General Conditions for definition. '�0. T�eekend Working Hours — Haurs beginning ai 9:00 a.rn. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 71. Work The entire construction or the various separaiely ideniifiable parts thercaf rcquired to be provided under ihe Contract Documents. Work includes and is the result of per%rming or providing all labor, services, and documentation necessary to produce such construction includin�; any Change Order ar Field Order, and fumishing, installing, and incorparating all rnaterials and equipment into such construction, all as required by the Contract Documents. 72. Working Day — A working day is defined as a day, not including Saiurdays, Sundays, ar legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor wi11 permii the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terrninology A. The words and ter�ns discussed in Paragraph 1.02.B tl�ough E are noi deiancd but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Terms orAdjectives: CITY OF FORT WORTH LITTLT' POSSII. CRECK INTERCEPTOR (M-292) STAi�iDARD CONSTRUCT'ION SP�C]FICATION DOCUMEiVTS CITY PKOJECT NO. 01960 Revision: Febmary 2, 20] G oo�aoo-i GENER/1L CONDITIONS Page 7 of C3 l. The Contract Documents include the terms "as aIlowed," "as approved," "as ordered," "as directed" or terms of like effect o� import to authorize an exercise of judgment by City. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action ar determinaiion of City as to the Work. Tt is intended that such exercise of professional judgment, aciion, or determination wi11 be solely to evaluate, in general, the Work for compliance with the information in the Cont�act Documents and with the design concept of ihe Pxoject as a functioning whole as shown or indicated in the Contract Documents (unless there is a speciiic statement indicating otherwise}. C. Defective: l. The word "defective," when modifying the word "Work," refers io Wark ihat is unsatisfactory, faulty, or de�Zcient in that it: a, daes nat conform to the Contract Documents; or b. does not meet tl'te requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. D. Fu�nish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" ar the word "Provide" or the word "SuppIy," or any cambination or similar directive or usage thereof, sha11 mean furnishing and incorporating in the Work including all necessary labor, materia�s, equipmcnt, and everything necessary to perform the Work indicated, unless specifically �imited in thc contcxtused. E. Unless stated otherwise in the Contract Documents, words or phrases tl�at have a well-known technical or construction industry or trade meaning are used in the Contract Dacuments in accordance witla such recognized meaning. ARTICLE 2 — PRELIMINARY MATTERS 2.01 2.02 Copies of Docurraents City sha11 fiu-nish to Contractor one (1} original executed copy and one (1) electronic copy of Yhe Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be furnished upon rcquest ai the cost of reproduction. Comtnencement of Contract Time; Noiice to Proceed The Contract Time will commence io run on the day indicated in the Notice to Proceed. A Not�ce to Proceed may be given at any time within 14 days after tf�e Effective Date af the Agreemeni. GITY QF FORT WOItTH LITTLE FOSSIL CREEK INTERGEPTOR (M-292) STA3VDARD CONSTRUCTION SPECIFICATION DOCUM�IQTS C�TY PKOJT:'CT NO. 01960 Rcvision: Fcbmary2,2016 ao�zoo-i GENERAL CONDITIONS Page 8 0#'63 2.03 2.04 2.OS 2.06 2.07 Sta�ting the Work Contractor shall start to perform the Work on the date when the Contract Time commences to run. No Wark shall be done ai the Site prior to the date on which the Contract Time cornmences to run. Before Starting Constructian Baseline Schedules: Submit in accardance wfth the Contract Documents, and prior to starting the Work. Preconst�uctiora Conference Before any Work at the Site is staried, the Contractor shall attend a Preconstr�etion Conference as specified in the Contract Documents. Puhlic Meeting Contractor may not mobilize any equipment, materials or resources ta the Site prior io Contractar attending the Public Meeting as scheduled by the City. Initial Acceptance of Schedules No progress payment shall be made to Contractor until acceptable schedules are submitted to Ciiy in accordance with the Schedule Specification as provided in the Contract Documents. ARTICLE 3— CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Documents are complennentary; what is required by one is as binding as if required by aIl. B. It is the intent of the Contract Dac�ents to describe a functionally complete project (ar part thereof) to be consta�cted in accordance with the Contract Doc�xments. Any labor, doc�mentation, services, materials, or equipment that reasonabIy may be inferred from the Contract Docurnents ar from prevailing cusiom or irade usage as being required to producc the indicated result will be provided whether or not specifically ealled for, at no additional cosfi to City. C. Clarif�caiions and interpretations of ihe Contract Documents shaIl be issued by City. D. The Speci�cations may vary in foz-m, format and styIe. Some Specification sections may be written in varying degrees of sireamlined or declarative style and some sections may be relatively narrative by cornparison. Omissian of such words and phrases as "the Contractor shall," "in conformity witk�," "as shown," ar "as specified" are intentional in streamlined seciions. Omitted words and phrases sha11 be supplied by in%rence. Similar types of provisions may appear in various parts of a section or articles within a part depending on the format of the CITY OF FORT WDRTH L1TTLS FOSSIL CREEK INTERCEI'TOR (M-292) STANDARD CONSTRUCTION SPECIFICATIOA} DOCiJM�NTS CITY PROJECT NO. 01960 Rcvision; Fcb�uaiy2,20t6 ao �2 ao - � GEN�RAL CONaITIONS Page 9 of63 3.02 3.03 section. The Coniractor shall not take advantage of any variation of farm, format ar style in making Contract Claims. E. The cross referencing of specif cation sections und�r the subparagraph heading "Related Sections include but are not necessarily limited to:" and elsewhere within each Speciiication section is provided as an aid and convenience to the Cor�tractor. The Contractor shall not rely on the cross referencing provided and shall be responsible to coordinate the entire Work under the Confract Documents and provide a complete Project whether or not the cross referencing is provided in each section or whether or not the cross referencing is complete. Reference Standa�ds A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, s�ecifications, manuals, or codes of any technical society, organization, or assaciation, or to Laws or Regulations, whether such reference be specific or by impiication, shail mean the standard, specificaiion, mannal, code, or Laws or Regulations in effect at the time of opening of Bids {or on the Effective Daie of the Agreemeni if there were no Bids}, excepi as may he atherwise specz�ically stated in the Contract Documents. 2. No provision of any such standard, specification, manual, or code, or any instruction of a Sup�lier, shall be effective to change the duties or responsibilities of City, Contractor, or any of their subcontractors, consultants, agents, or empIoyees, from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to City, or any of its afficers, directors, members, partners, employees, agenis, consultanis, or subcontraciors, any duty or authority to supervise or direct the performance of the Work ar any duty or authorify to undertake gesponsibility inconsisteni with the provisions of the Contract Documents. Reporting and Re.solving Disc�-epancies A. Reporting Discrepancies: CorrlrActo�'s Review of Contract Documents Before Stariing Worl�: Befoxe u�adertakizag each part of the Work, Cont�actor shali carefulty study and compare the Contract Documents and check and verify pertinent figUres therein against all appiicable field measurements and conditions. Contractor shall promptly report in writing io City any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation ar clarification from City bcfore praceeding with any Work affected thereby. 2. Cotaf��ctoY's Review of Contract Documents During Performance of Work: If, during the performance of the Work, Contractor discovers a�y canflict, error, ambiguity, or discrepancy within the Contract Documents, or between ihe Contract Documents anc� (a) any applicable Law or Regulation ,(b) any standard, specification, manual, or code, or (c} any instruction of any Supplier, then Contractor shall prompily report it to City in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph CF1'Y OF FORT WQRTH LITTLE FdSS1L CREEK INTERCEPTOR (M-2J2) STAIYDARD CONSTT2UCTIDN SPECIFICATION llOCUMENTS C1TY PROJECT NO. 019G0 Rcvision: Fcbmary2, 2016 007200-1 GENERA� CONDITIONS Pagc ]0 oF63 6.17.A) until an amendment or supplement to the Contract Docurnents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be Iiable to City for failure to repori any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had act�xal knowPedge thereof. B. Resolving Discrepancies: Except as may be otherwisc specifically stated in ihe Coniract Docurnents, the provisions of the Contract Documents sha11 take precedence in resolving any conflict, error, ambiguiry, or discrepancy between the provisians of the Contract Documents and the provisions of any standard, specification, manual, ar the instruction of any Supplier (whether or not specifically incorporated by reference in the Contract Documents). 3.04 3.05 2. In case of discrepancies, figured dimensions s�all govern over scaled dimensions, Plans shall govern over Specifications, Supplementary Conditians shall govern over General Conditions and Specificatians, and quantiiies shown on the Plans shall govern over those shown in the proposal. Arrcendirag and Supplementing Contraci Documents A. Thc Cantract Documents may be amended to provide for additions, deletions, and revisions in the Work ar to modify flie terms and conditians thereof by a Change Order. S. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not invalving a chan�e in Contract Price or Contract Time, may be aut�orized, by one or more of the following ways: l. A Field Order; 2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.C}; or 3. City's written interpretation or clarification. Reuse of Documents A. Contractor and any SUbcontractor or Supplier shalI not: have or acqUire any iitic to or ownership rights in any of the Drawings, Specif cations, or other docurnents (or copies of any thereo fl prepared by or bearing the seal of Enginecr, including eiectronic media editions; or 2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensians of thc Project or any ather project without written consent of City and speci�c written verification or adaptation by Engineer. CITY OF FORT WOIZTH LTTTLE �OSSTL CR�L•.K iNTIiRCEPTOR {M-242) STANTIARD CONSTRUGTION SPECIFICATION DOCUMENTS CITY PRO]BCT NO. 01960 Rcvision: Febn�uy 2, 2016 00 7z oo - � GENERAL COI�DITIQNS Pagc I 1 of G3 B. The prohibitions of this Paragraph 3.45 will survive final payment, or termination of tl�e Contract. Nothing herein shaIl precIude Contractor from rciaining copies of the Contract Docume�ats for record purposes. 3.06 Electronic Data A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer ia Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to i��e printed capies included in the Contract Documents (also known as hard copies) and other Specifications referenced and located on the City's Buzzsaw site. Fi1es in electro�ic media format of text, data, graphics, or other types are furnished only for the convenience of thc receiving party. Any conclusion or information obtained or derived froin such electronic files will be at the user's sole risk. If there is a discrepancy beiween ihe elec�ronic �'iles and the hard copies, the hard copies govern. B. When transferring documents i�i elecironic media formai, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resuZting from the use of software application packages, operating systems, or cor�aputer hardware differing from those used by the data's creator. ARTICLE 4— AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIR�NMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability ofLands A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not af general application but specifically related to use of the Site with which Contractor must camply in perfarming the Work. City will obtain in a timely manner and pay for easements %r permanent structures or permaneni cl�anges in existing facilities. The City has obtained or anticipates acquisitian of and/or access to right-of-way, and/or easements. Any outstanding right-of-way and/or easements are anticipatcd to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project ScheduIe submitted by the Contractar in accordance with the Contract Documents must consider any outstanding right-of-way, a�d/or easements. 2. The City bas or anticipates removing andlor relocating utilities, and obstruciions to the Site. Any outstanding removal or relocation of utilities or ai�structians is anticipated in accordance with the schedule set forth in the Supplementary Conclitions. The Project Schedule submitted by the Contractor in accordance with the Coniract Documents musi consider any outstanding utilities ar obstructions to be removed, ad�usted, ancVor relocated by others. B. Upon reasonable written request, City shall furnish Contractor with a current siatement af record 1egal title and legal description of the lands upon which the Wark is io be performed. C1TY OF FORT WORTH LITTL� POSSIL CREL'K TNTTiRCTPTOR {M-292} STANDARD COI+iSTRUCTION SP�CIFICATION DOCUMENTS CITY PR07ECT Nd. 019fi0 Itevision: Febiuwy2, 2D16 00 72 QO - 1 GENERAL CON�ITIOIVS Page 12 of 63 4.02 C. Contractor shall provide %r a11 additional lands and access thereto that may be required for construction facilities or storage of materials and equipmeni. Subsurface and Physical Conditions A. Reports and Drawings: Thc Supplementary Conditions identify: 1. those reports known to City of explorations and tests of subsurface conditions at or cantiguous to the Site; and 4.03 2. those drawings known to City of physical conditions relatin� ta existing surface or subsurface struct�u�es at the Site (except Undergraund Facilities}. B. Limited Reliance by Contracior on Teclanical Data Authorized.• Contractor may rely upon the accuracy of the "technical data" contained in such reports and c�-awings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractar may not make any Contract Claim against City, or any of th�ir ofiicers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contracior, and safety precautions and prog�ams incident thereto; or 2. other data, interpretations, opinions, and information contained it� such reports or shown or indicated in such drawings; or 3. any Contractor interpretatian of or conclusion drawn from any "technical data" or any such ather data, interpretations, opinians, or information. Diffe�ing Subsurface or Physical Conditinns A. Natice.• If Contractor believes tl�at aaay subsurface or physical condition that is uncovered or revealed either: 1. is of such a nature as to establish that any "technicaI data" on which Contractor is entitled to rely as provided in Paragraph �.02 is materialiy inaccurate; or 2. is of such a nature as to rec�uire a change in the Contract Documents; or 3. differs materially From that shown ar indicated in the Contract Documcnts; or 4. is of an unusual nature, and differs materially from canditions ordinariIy encountcred and generaIly recognized as inherent in work of tne character provided for in the Cantracti Documents; CiTY Or PORT WORTH LiTTLT �OSSIL CREEK ➢�lTERCEPTOIt (M-292) STANDARI7 CONSTRUCTION SPECIPICATION AOCLTM�NTS C1TY PR07ECT iVO. 01960 Revisioir Pe�i��aiy2, 2016 oo�aoo-� GENERAL CON�ITIONS Pagc E3 of63 then Contracior shall, promptly after becoming aware thereof and beforc furtlier disturbing the subsurface or physical conditions or performing any Work in connection thexewith (except in an emergency as required by Paragraph 6.1'7.A}, notify City in writing about such condition. B. Possible Price and Time Adjustments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if 1. Contracior knew af the existence of such conditions at the time Contractor rt�ade a final commitment to City with respect to Contract Price and Contract Time i�y the submission of a Bid or becoming bound under a negotiated contract; or 4.04 2. the existence of such condition could reasonably have been discovered or revealed as a result of the examination of thc Contract Documents or the Site; or 3. Contractor failed to give the writte� notice as required by Paragraph 4.03.A. Unclerground Facilities A. Shown or Indicated: The information and data shawn or indicated in ihe Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on i�formation and data furnished to City or Engineer by the owners of such Underground Facilities, including City, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. City and Engineer shall not be responsib�e for thc accuracy or completeness af any such information or data provided by others; and 2. the cost of al1 of the following will be included in the Contract Price, and Contractor shall ]aave full responsibility for: a. reviewing and checking a11 such information and data; b. locating all Unc�erground Facilities shown or indicatcd an the Contract Documents; c. coordination and adjustment of the Work wiih ihe owners of such Underground Facilities, including City, during construction; and d. the safety and protection of all such Underground Facilities and repairing any damage t�iereia resulting fram the Work. B. 11jot Shown or Indicated.• 1. If an Underground Facility which conflicts with the Work is uncovered or revealec� at ar contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Con�ract Documents, Contractor shall, promptly after becoming aware thereof and before fiarther distuxbing conditions affected thereby or performing any CITY OP FpRT WORTH LI'FTLE FOSSIL CR�CK IlVTCRC�PTOR (M-292) STANDARD CONSTRUCTION SPECIFICA'fION DOCUMLNTS C1TY PAO]BCT NO. 01960 Rcvision: Fcbntiuy2, 2016 oo�zoo-i GENERAL CONDITIONS Page 14 of 63 Warl� in connectian therewith (except in an emergency as required by Paragraph 6.17.A), identify the owner of such Underground Facility and �ive notice to that owner and to City. City will review the discovered Underground FaciIity and determine the extent, if any, to which a change may be required in the Contract Documents to reflect and documcnt ihc consequences of the existence or location of the Underground Facility. Contractor shall be responsible for the safcty and protection of such discovered Underground Facility. 4.05 2. If City concludes that a change in the Contract Documents is required, a Change Order may be issued to reflect and document such cansequences. 3. Verification of existing utiIities, structures, and service lines shall include notification of a11 utility compauies a minimum of 48 hours in advance of canstruction including exploratory excavation iinecessary. Reference Points A. City shall provide engineering surveys to establish refcrence points for construction, which in City's judgment are necessary to enable Contracior to proceed with the Work. City will providc construction sta�es or other customary method of marking �o establish line and grades for roadway a��d utility construction, centerlines and benchmarks for bridgework. Contractar shall proteci and preserve the estabiished reference points and property monuments, a�id shaIl zna�e no changes or relacations. Contractar shall report to Ciiy whenever any reference point or properiy monument is lost or destroyed or requires relocation because of necessary changes in gades or locations. The City snall be responsibie for the xeplace�nent or relocation of reference points or property monuments not carelessly or willfully destroyed by the Contractor. Tlie Contractor shall notify City in advance and with sufficient time to avoid delays. B. Whenever, in ihe opinion of t�e City, any reference point or monument has been carelessly or wilIfi�lly destroyed, disturbed, ar removed by the Contractor or any of l�is employees, the fiill cast for replacing such points plus 25% will be charged against the Contracior, and the full amount will be dedUcted from payment dne the Contractor. 4.06 Hazardous EnviYonrnental Conditiora at Site A. Reports arad Drawings: The Supplementary Conditions identify those reports and drawings known to City relating to Hazardous Environmenfial Conditions that have been identif ed at the SiYe. B. Limited Reliance by Contracto�- on Technical Data Authorized: Contraetox rnay rcly upa�a thc accuracy of thc "technical data" contained in such reports and drawings, hut such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contraci Claim against City, or any of iheir officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's p�arposes, including, but not limited to, any aspects of ihe means, methods, techniques, sequences and procedures of GITY OF FORT WORTH L1TTLE FOSSIL CitEEK IIVTERCEPTQK (M-292) STANDARD COiYSTRUCT[ON SPECIFICATION DOCUMENTS CITY PR07ECT A}O. 41960 Rcvision: Febn�ary 2, 2016 00 �2 00 - i GENERAI. CpNDITfOfVS Pagc 15 of C3 construction to be employed by Contracior and safety precautions and prograrns incident ther�to; ox 2. other data, interpretations, opinions and information contained in sucli xcports or shown or indicated in such clrawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such ather data, interpretations, opinions or information. C. Contractor shall not be responsible for any Hazardous Environmenta� Conclition uncovered ar revealed at ihe Site which was not shown or indicated in Drawings or Spccifications or identified in the Contract Documents to be witl�in the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contracior is responsible. D. If Coniractor cncounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Co�tractor shall immediately: (i) secure or otherwise isolate such condition; {ii} stop all Work in connection with such condition and in any area affected thereby {except in an emergency as required by Paragraph b.17.A); and (iii) notify City {and promptly thereafter confirm such notice in wriiing). City may consider the necessity to retain a qualificd expert to evaluate such condition or take corrective action, if any. E. Contractor shall not be required to resume Wark in connection wiih such condition or in any affected area until after City has obtained any required permits related thereio and delivered wriiten notice to Contractar: (i} specifying that such condition and any affected area is or has been rendered suitable for tlae resumption of Wark; or (ii) specifying any special conditions under which such Work may be resumed. F. If after receipt of such wriiten notice Contractor docs not agree to resume suc�i Work hased on a reasonable belief it is unsafe, or does not agree to resume such Work undcr such special conditians, then City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. City may have such deleted portian of the Wark performed by City's own forces or others. G. To the fullesi extent permitted by Laws and Regu7ations, Contractor shall indemraify and Iiold Izarmdess City, fram and against all claims, costs, losses, and damages (including but szot limited to all fees and charges of engineers, architects, attorneys, arad otheY professianals ar2d all court or arbiiration or other dispute resolution costs) a�-ising out of o� relating to a Hazapdous Enviroramental Condition creuted by Contracta� or by anyone for whom Cantractor is responsible. Nothing in this Paragraph 4.06.G shall obligate Coniracio�- to indemn� aray individual or entity from and against tlze cansequences of that r��'r'vrdual's or er�iity's own negligence. H. The provisions af Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condiiion uncovered ar revea.led at t�e Site. CITY OP i'ORT WORTH LITTLE �'OSSIL CREEK IN'T�RCEPTdR (M-292) STANI]ARD CONSTRUCTiON SPECIFICATION DOCUM�NTS C1TY PROJECT NO. 0196D Revision: ieb�uary2,2016 oo�zoo-i GENERAL CONDITiONS Page 16 of G3 ARTICLE � — BONDS AND INSURANCE 5.0] Licensed Sureties and Insurers 5.02 5.03 All bonds and insurance reyuired by the Contract Documents to be purchascd and maintained by Contractor shall be obtained from surety or insurance cornpanies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverages so required. Such sureiy and insurance companies shall also meet such additional requirements and qualifcations as anay be provided in the Supplementary Conditions. Performance, Payrrtent, and Maintenance Bortds A. Contracior shall furnish performance and paymcnt bonds, in accordance wiih Texas Govern�taent Code Chapter 2253 ar successor statute, each in an amount equal to the Cantract Price as security for tf�e faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractar shall furnish maintenance bonds in an amount equal to ihe Contract Price as security to proteci the City against any defects in any portion of the Work described in the Contract Document,s. Maintenance bonds shall remain in cf%ct for two (2) �ears after the date of Final Acceptance by tl�e City. C. AIl bonds shall be in the form prescribed by the Contract Documents exccpt as pravided otherwise by Laws or Regulations, and sha11 be executed by such sureties as are named in the list of "Companies Holding Certificaies of Authority as Acceptable Sureties on �'ederal Bonds and as Acceptable Reinsuring Companies" as published in Circular 574 (arnended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasu�ry. AIl bonds signed by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the datc the agent or attorney-in-fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insalvent or its right to do business is terminated in the State af Texas or it ceases to meet the requiremenis of Paragraph 5.02.C, Contz'actor shall promptly notify City and s�all, within 30 days after the event giving r�se to such notification, provide another bond and surety, both of which shall co�nply with the requiremcnts of Paragrapl�s 5.01 and 5.02.C. Certificates of Insurance Contractor shall deliver to City, witl� copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (and oiher evidence of insurance requested by City or any oiher additional insured) which Contractor is required to purchase and ma�ntain. J. The certiiicate of insurance shall docu�nent the City, and all identiiied entities named in the Supplementary Conditions as "Additional Ins�red" on all liability policies. CITY OF FORT WORTH LiTTLE FOSSIL CIt�EK ➢+lTERCEPTOR (M-292) S'�'ANDARD CONSTRUETION SPECIFICATION DOCUMENTS C1TY PROJECT I�'O. 019GU Revisioar Fcbn�y 2, 2016 OU72OU-1 GEN�RAL CONDITIONS Pagc 17 of63 2. The Cont7ractor's genera� liability insurance shall include a, "per project" or "per location", endorsernent, which shall be identified i�i the certificate of insurance provided to the City. 3. Thc certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in �ts eniirety, and show complete insurance carrier names as Iisted in the curreni A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State oi Texas. Except for workers' compensation, a11 insurcrs must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Managemeni. If the rating is below thai required, wrifiten approval of City is required. 5. AlI applicable policies shall include a Waiver of Subrogation {Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against ihe Engineer (if applicable), and each additiona� izasured identified in the Supplementary Conditions 6. Failure of the City to demand such certificates ar other evidence af full compliance with the insurance requirements or failure of the City to identify a deficiency fro� �vidcnce thai is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of �nsurance coverage. 7. If insurance policies are not wriiten for specified coverage limits, an Umbreila or Excess Liabi�ity insurance for any differences is rec�uired. Excess Liability shall follow %rm of the primary coverage. 8. Un�ess otherwise stated, all required insurance shall be written on thc "occuz�rence basis". If coverage is underwritten on a claims-made basis, the retroactive daie shall be coincident with or prior to the date of the effective date of the agreement and the certificaie of insurance shall state that the coverage is claims-made and the retroactive da�e. The insurance coverage shalI be maintained for ihe duration of the Contract and far three (3) ycars following Final Acceptance provided �nder the Contract Documents ox for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such �nsurance coverage. 9. Policies shatl have no exclusions by endarsements, which, neither nullify or amend, the required lines of coveragc, nor decreasc the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Coniract has been bid or executed and the excIusions are determined ta be unacceptable or the City desires additional insurance coverage, and the City desires tl�c contractor/engineer to obtain such coverage, the con�tt'act price shall be adjusted by the cost of the premium for such additianai coverage plus 10%. 10. Any sctf-insurcd xetention {SIR), in excess o� $25,000.00, affecting required insurance coverage shall be approved by the Ci�y in regards io asset value and stockholders' egu�ty. In C1TY OF FORT WORTH LITTLE FOSSIL GREEK INTERCT:'PTOR (M-292) STA�Y�ARD CONSTRUCTION SPECIFICATION DOCUMENlTS CITY PRO)ECT NO. 01960 Revision: Nebniary 2, 2016 D07200-1 G�IVERAL CON�fTldNS Page IS of63 lieu of tradiiional insurance, alternaiive coverage maintained ilirough insurance pools or risk xctention groups, must also be approved by City. 11. Any deductible in excess of $5,000.00, for any policy that does not provide coWerage on a first-dollar basis, must be acceptable to and approved by the City. 12. City, at its sole discretian, reserves the right ta review �he insurance requirements and to make reasonable adjustments to insurance coverage's an� their limits when deemed necessary and prudent by the City based upon changes in statuiory law, co�art decision or the claims l�istory of the industry as well as af the contracting party ta the City. The City shall be required to provide priar notice of 90 days, and the ins�rance ad3usiments shall be incorporated into the Work by Change Order. l 3. City shall be cntitled, upon written request and withaut expense, to receive copies of policies and endorscmcnts thereto and may make any reasanable requests for deletion ar revision or modi£ications of particular policy terms, conditions, limitaiions, ar exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications sha11 not be required wherc policy provisions are established by law or regulations binding upon either party ox tlae und�rwz7iter on any such policies. 14. City sha11 not be responsible for fihe direct payment oi insurance premium costs for Contractor's insurance. 5.04 Conlracio�'s Insurance A. Workers Comperasation and Etnploye�s ' Liability. Contractar shall purchase and maintain such insurance coverage with limits consistent with statuiory benefits outlined in the Texas Workers' Compensation Act (Texas Labar Code, Ch. �OG, as amended}, and minimum liinits far Employers' LiabiIity as is appropriate for Yhe Work being perfarmed and as wi11 provide protection from claims set forth below which may arise out of or result from Con�ractor's performance of the Work and Contractor's other obligations uuder the Contract Documents, whether it is to be performed by Contractor, any Subcontracior or �uppficr, ar by anyone directly or indirectly employed by any of ihern to per�orm any of the Woxk, az by anyone for whosc acts any of them may be liable: l. claims unde� workers' compensation, disability benefiYs, ar�d other similar employee i�enefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Cont�•actor's ernployees. B. Comynercial General Liahility. Coverage shall include but not be 1i�nited to covering Iiability (bodily injury ar praperty damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and Iiability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other C1TY UF FORT WOR"TH LITTLE FOS51L CREEK 11VTERCEPTOR (M-292) STANAARD GONSTRUCTION SPEC1FiCAT10N DOCU3vI�NTS CITY PRO]TCT NO. 01960 Rcvision: Febmary2,2016 007200-1 GENERAL CONDITIONS Page 19 of 63 5.0$ insurance or self-insurance programs afforded ta the City. The Commercial General Liability policy, sha11 ha�e no exclusions by e��dorsements that would alter of nullify premises/operations, products/completed operations, coniracival, personal injury, or advertising injury, which axc normally contained with the palicy, unless the City approves such exclusions in wriiing. For construction projects that present a substantial completed operation exposure, the City may requixe the eontractor to maintain completed operaiions coverage for a minimum of no less than three (3) years following the completion of the project (if identified in the Supplementary Conditions}. C. Automobile Liability. A commercial business auto policy shall provide coveragc on "ar►y auta", defined as autos owned, hired and non-owned and provide indemnity far claims for damages because bodily injury or death of any person and or property darnage arising out of the work, maintenance or use of atty mator vehicIe by tf�e Ca�tractor, any Subcontracior ar Supplier, or by anyane directly or indix�cily employed by any of them to perfonn any of the V�ark, or by anyone for whose acts any of them may be liable. D. RaiZ�-oad Protective Liability. If any of the worlc or any warraniy work is within the limits of railroad right-of-way, t�ae Contractor shall comply with the requirements identif�ed in the �upplementary Conditions. E. Notification of Policy Cancellation: Contractor shall imznediately notFfy City upon cancellation or other loss of insurance coverage. Contractor sha11 sfiop wark until replacemeni insura�ce has been procu�-ed. There shall be no time credit for days not worked pursuant to this section. Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-canforinance vc�ith the Contract Documents, the City shall so notify the Contractar in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in xespect of insurance provided as the City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurancc required by ihe Contract Documents, the City shall notify the Contractor in writing of such failure prior to the siart of the Work, or of such failure to maintain prior to a�ay change in the required coverage. ARTICLE 6 — COI�TTRACTOR'S RESPONSIBILITIE� b.01 Supervision and Superintenderace A. Contractor sha11 supervise, inspect, and direct the Wark competently and efficiently, devoiing such attention thexeto and applying such skills and cxpertise as may be necessary to perform the Work in accardance with the Contract Documenis. Contractor shall be solely responsible for the means, methods, tecluiiques, seqnences, and procedu�-es of construction. C1TY ON FORT WORTH LITTLE FOSSIL CREEK 1NTERCBPTOK (M-292) STANDARD CONSTRUCTION SP�CITICATiON D4CUMENTS CITY PROJECT NO. 01960 Revision: Febn�y 2, 2016 007200-1 GENERAL CONDITIONS Page 20 of 63 6.02 B. At all times during the prog�ess of the Work, Contractor shall assign a competeni, English- speaking, Superintendent who shall not bc replaced withaut written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. Ali cornmunication given to or received from the Superintendent shall be binding on Contracior. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. Labo�-; Working Hours A. Cantractar shall provide competent, suitably qualifted personnel to perform construction as rec�uired by the Contract Documents. Contractor �hall at all times maintain good discipline and order at the �ite. B. Except as otherwise required for the safety or protection of persons ar the Work ar property at the Siie or adjacent thereto, and except as otl�erwise stated in the Contraci Documents, all Work at the Site shall be perfortned during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Warking Hours or for Weekend Working Hours without City's written consent (which will not be unrcasonably withheld}. Written request {by letter or electronic communication) to perform Wark: l. %r beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of ihe prec�ding Thursday for legal holidays rec�uest must be made by noon two Business Days prior to the lega� hoiiday. 6.03 Services, Materials, and Equipfnent A. Unless otherwise specified in ihe Contract Documents, Contractor sha11 provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipmenfi and macninery, tools, appliances, fue1, power, light, heai, telephone, water, sanitary facilities, temporary facilities, and aI1 otf�er facilities and incidentals necessary for the performance, Cantractar required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Wark shall be as specified or, if not specified, sha11 be o� good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees reyuircd by �the Specifications shall express�y run to the benefit of City. If required by City, Contractor shall furnish satisfaciory evidence (including reports of required tests) as to the source, kind, and quality of mater�als and equipment. CITY OF FORT WORTH LITTi,E FOSSIL CREEK INTERGEPTOR (M-292) STA�3DARD CONSTRUCTION SPECIFICATIpN DOCUMENTS CITY PROJECT NO. 019G0 Ttevision: Febnu�y2, 2016 00 �z oo - i GENERAL CONDITIONS Page 21 of 63 6.04 C. All materials and equipment to be incorporaicd into thc Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and condiiioned in accordance with instructions of the appIicable Supplier, except as othcrwisc may be provided in the Contract Documents. D. Alf items of standard equipment to be incorporated into the Waric shall be the latest modcl at the time of bid, unless otherwise specified. P�aject �`chedule A. Contractor shall adhere to the Project Schedule estiablished in accordance with Paragraph 2.07 and the General Requirements as it may be adjUsted fror�a time to time as prov�ded below. Contractor shaIl submit to City for acce�tance (to thc cxtent indicated in Paragraph 2.07 and the General Requirements) proposed adjustments in the Projeci Schedule that will not result in changing the Contract Time. Such adjustments will comply with any provisions af ihe General Requirements applicable thereto. 2. Contractor shal� submit to City a monthly Project Sc�edule with a monthly progress payment for the duration oi the Contract in accardance with the schedule specification O1 32 16. 3. Proposed adjustments in the Project ScheduIe that will change the Coniract Time shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Time may only be made by a Change Order. 6.05 Substitutes and `O� Eg'zt�'ls" A. Whenever an item of material or equ.ipment is specified or described in ihe Contract Docu�nents by using the name of a proprietary item or the name of a parficular Supplier, the specification or description is intended to establisi� the type, function, appearance, a11C1 C�UaI1�7 YeC�U1YCC�. U17�BSS the specification or description contains or is followed by words reading that no like, equivalent, or "or-equaP' item or no subsiiiution is permitted, other items of maierial or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. "Or-Equal "Ite�n,s: If in City's sole ciiscretion an item of material or equipment proposed by Contraciar is �unctionally equal to that named and sufficiently similar so that no change in related Work will be required, ii may be considered by City as an "or-equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished w�thout compliance with some or a1� af the requirements for approval of propased substitute items. For the purposes of this Paragraph 6.OS.A.1, a proposed itetn of material or equipment wi11 be considered functionally equal to an item so named if: a. the City deternlines that: 1) it is at least equal in maierials of construction, quality, durability, appearance, stren�th, and design characteristics; CITY OI' FORT WORTH LITTL� I'OSSII. CREEK IIVTERC�FTOii (M-292) STANDARD CONSTRUCTION SPECIFICATION DOCUM�NTS C1TY PROJECTNO.OI9G0 Revision: Febmazy2,2016 00 7z oo - � GEIVERAL CON�fTIONS Page 22 of 63 2) it will reliably perform at Ieast equally well the function and achieve ihe results imposed by the design concept af the completed Project as a funetioning wlaole; and 3) it has a proven record ofperformance and availability of responsive seivice; and b. Contractor certifes that, if approved anc� incorporaied into the Work: 1) there w�ll be no increase in cost to the Cit� or increase in Contract Tirne; and 2) it will conform substaniially to the detailed requirernents of the item named in the Coniract Documents. 2. Substitute Items: a. If in City's sole discretion an item of naaterial or equipment proposed by Contractor does not qualify as an "or-equal" item under Paragraph 6.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as pxovidcd below to allow City io determine if the item of material or equipment proposed is essentially equivalent to that ��amed and an acceptable substitute therefar. Requests for revievv of proposed sut�stitute items of material or equipmenE will nat be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for revievu of a proposed substitute item of material or equipment that Contractor seeks to furnish or usc. The application shall cornply with Seciion 01 25 00 and: 1) shall certify that the proposed substiiute item will: a) perform adequately the functions and achieve the xcsults cal�ed for by the general design; b) be similar in substance to that specified; c) be suited to the same use as that specified; and 2) will staie: a} the extent, if any, to which the use of the proposed substituie item will prejudice Contractor's achievement of final completion on time; b) whetl�er use of the proposed substitute item in the Work will require a change in any of the Contract Documents {or in the provisions oi any other direct contract witla Ciiy for other worl� on the Project) to adapt ihe design to the proposed substitute item; C1TY OF FORT WORTH LI'd'TI.Is POSSII_. CREEK INTERC��'TOIt (M-292) STAiYDARA CONSTRUCTION SPPCITTCATION DOCUMrN7'S CITY PROJECT MO. 019G0 Itcvision: Fcbn�y2, 2QI G 00 �z oo - � GENERAL CONDITIONS Page 23 of63 c) whether incorporation or use of t1�e proposed subsiitute item in connection with the Work is subject to payment oiany license %e or royaliy, and 3) wi11 identify: a) alI variations of the proposed substitute item from that specified; b) available engineering, sales, maintenance, repair, anci replacemenY services; and 4) shall contain an itcmized estimate of all costs or credits that will resuIt directly or incrtirectly frozn nse of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedur�es: If a specific means, method, technique, sequence, or procedure of construciion is expressly required by the Contract Documents, Coniractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit suff"icient information to a11ow City, in City's sole discretion, to determzne that the substitute proposed is eyuivalent to tl�at expressly caIled for by the ConYract Documents. Contractor shali make written application to City for review in t�e same manner as those provided in Paragraph 6.OS.A.2. C. City's Ev�luation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant fo Paragraphs b.OS.A and 6.OS.B. City may require Contractor to furnish additional data abouti the proposed substitute. City wi11 be the sole j�tdge of acceptability. No "or-equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidcnced by a Change Order in the case of a substitute and an accepted Submittal far an "or-equal." City will advise Cotiiractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish a# Contractor's expense a specfal performancc guarantee, warranty, or other surety witf� respect ia any substitute. Cont�-actor shald indemn� a�2d hold harmless City and anyane direcLly or indirectly employed by them fronz and against czny and all clairrts, damages, losses and �xpenses (including attorneys fees) arising nut of ilie use of substiiuied materials or equip�nent. E. Cily's Cost Reimburseme�zt: Ciiy will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.OS.A.2 and 6.OS.B. Whether or not City approves a substitute sa proposed or submitted by Contractor, Contractar may be required to reimburse Ciiy for evaluaiing each such propased substitute. Contractor may also be required to reimburse City for ihe charges for making changes in the Contract Documents (or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Cont��cir�r�'s Expense: Cont�actor s�all provide all data in support of any proposed substitute or "or-equal" at Cantractor's expense. CITY OP PORT WORTH LITTLE FOSSIL C12F,EK INTERCEPTOR (M-292) STANDARD CONSTKUCTION 5PCCITICATT�N DOCUMENTS CITY P[�OJECTNb.01960 Revision: Fehmazy 2, 2016 oa �z oo - i GEN�RAL CONDITIO€VS Page 24 of 63 6.�� G. City Sul�stitute Reimbu�semerat: Costs (savings or charges} attributable to acceptance of a substitute sha11 be incorporated ta the Contract by Change Order. H. Time Exiensions: No addit�ona� time will be granted for substitutions. Concerning Suhcontractor.s, Suppliers, and Others A. Contractor sha11 perform with his own organization, work of a value not less than 35% of the valuc embraced on thc Contract, unless otherwise approved by the City. B. Contractor shall not employ any Subcontractor, Supplier, or other individual or cntity, wheihcr initially ar as a replacement, against whom City may have reasonable objection. Contractor shall not bc rcyuired to e�nnploy aa�y Subcontractor, Supplier, or other individual or entity to furnish or perform any of thc Work against whom Contraciar has reasonable objection {excluding those acceptable to City as indicated in Paragraph 6.06.C). C. The City may fram tiine to time require the use of certain 5ubcontractors, S�ppliers, or otl�er individuais or entiiies on the project, and wilI provide such requirernents in the Supplementary Conditions. D. Mino�ity Business Enterprise Compliance: It is Cifiy policy to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurernent of goods and servrces on a contractual basis. If the Contract Documents provide far a MBE goal, Contractor is required to comply with the intent of the City's MBE Ordinance (as amended} by the following: L Contractor sl�all, upan request by City, provide complete and accurate information regarding actual work performcd by a MBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, ar substitutions of accepted MBE without written conseni nf the City. Any unjustified change or deletion shalZ be a material breach of Contract and may result in deharment in accardance with the procedures outIined in ti�e Ordinance. Contractor shall, upon request by City, a11ow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MBE. Material misrepresentatio� af any nature will be grounds far termination of the Contract in accordance with Paragraph 15.02.A. Any such misrepresentation may be �;r'aunds far disqualification af Cantractor ta bid on future contracts with the City for a period of not less ihan three years. E. Contractor shall be fu11y responsible to City far a11 acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of #he Work just as Contractor is responsible %r Contractor's own acts and omissions. Nothing in the Contraci Documents: CITY OF rORT WORTH LITTLE FOSSIL CAEEK iNTERCEPTOR (M-292) STA�fDARD CONSTIt[JCTIOF�I BPECIFICATION DOCUMG�ITS G1TY PRp]CCT NO. 01960 Revision: Febniary 2, 20 ] 6 oo�zno-� GENERAL. GOiVDITIONS Pagc 25 of 63 shall crcate for the benefit of any such Subcontractor, SuppIicr, or other individual or entiry any contractual relationship between City and any such Subcantractor, Supplier or other individual or eniity; nor 6.07 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. F. Contractar shall be solely responsible fox scheduIing and coorclinating the Work of Subcontractors, Suppliers, and other individuals ar entities performing or furnishing any of the Wark under a direct or indirect contract with Contractor. G. AIl Subcontractors, Suppliers, and such other individuals or entities performing or fumishing any of the Work shall communicate with City through Contractor. H. All Work performed for Contractor by a�ubcantractor or Supplier will be pursuant to an appropriaie agreement between Coniractor and the Subcontractor or Supplier which speciiically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of City. Wage Rate.s A. Duty to pay Prevailing Wage Rates. The Contracior shall comply with all requirements of Chapter 2258, Texas Government Code (as amcnded), including tl�e payment of not less than the rates determined by the City Council af the City of Fort Worth to be the prevailing wage raies in accordance with Chapter 2258. Such prevailing wage rates are ineluded in ihese Contract Documenis. B. Penalty fo�- Violation. A Contractor or any Subcontractor who does not pay the prevailing wage sha11, upon demand made by the City, pay to t�e City $60 fox each worker employed for each calendar day ar part of the day that t�te woxker is paid less than the prevaiiing wage rates stipulated in these cantract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and Ciiy Dete�-mination af Goad Cause. On receipt of i�iformation, including a complaini by a warker, conceming an alleged violation of 2258.023, Texas Government Code, by a Contracior or Subcontractor, the City shall n�ake an initial detertnination, �efore the 3 l st day after the date the City receives the information, as to whethcr good cause exists to believe that the violation occurred. The City shall notify in writing the Contractar or Subcantractor and any affected worker of iis initzal determination. Upon the City's determination that there is good cause to be�ieve the Cantractor or Subcontractor has violated Chapter 2258, ihe City sl�all retain the full amounts claimed by the c�aimanti or claimants as the diffexence hetween wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a iinal determination oi the violation. C1TY OF PORT WORTH LITTLG POSSTL CRTrK ItYTCKCTPTOR (M-292) STANllARD CONSTRUCTION SPECIFICATION DOCUM13NT5 C1TY rR07EC'1' NO. 019G0 Revision: Peb�w'�y2,2016 oo�zoo-i GENERAL CONDITIONS Pagc 2G of 63 6.08 D. Arbitration Requi�ed if Violation Not Resolved. An issue reiating to an alleged violation of Section 2258.023, Tcxas Goverr�meni Codc, including a penalty owed to the City or an affected wo�ker, sha11 be submitted to binding arbitration in accordance with the Texas General Arbitration Act {Article 224 et seq., Revised Stat�xtes) if tf�e Contractor or Subcontractor and any af�ected worker does not resolve the issue by agreement before the 15th day after �he date the City makes its initial deterrnination pursuant to Paragraph C abovc. If the persons required to arhitrate under this section do not agree on an arbitrator before the l lth day after the date tl�at arbitration is rcquixed, a district court shali appoint an arbitrator on tiie petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competeaat jurisdiction. E. Recards to be Mairztained. The Cantractar and eacl� Subcontractor shall, for a periad of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and accupation of each worker employed by tl�e Contractor in the construction of the Work provided far in this Contract; and (ii) tl�e actual per diem wages paid to each worker. The records shall be open at all reasonable hours for i�,spcction by the City. The provisions of Paragraph 6.23, Right to Audit, sha1� pertain to this inspection. �'. Progress Payments. V51ith each progress paymeni or payroll period, whichever is less, the Contractor shall submii an aff�davit stating that the Cantractor has compIied with the requirements of Chaptcr 2258, Texas Government Code. G. Posting of Wage Rates. The Contractar shall post prevailing wage rates in a conspicuous place at all tirnes. H. Subcontractor Coniplic�nce. The Coniractor shall include in iis subcontracts and/or shail otilerwise require all of its Subcontractors to comply with Paragraphs A through G above. Patent Fees and Royalties A. Cantractor shall pay all license fees and royalties and assume all costs incident to the use in tl�e performance of the Wark or ihe incorporaiion in ihe Work of any invention, design, process, product, or device which is the subject of pateni rights ox copyrig�ts held by others. If a particular invention, design, process, produet, or de�ice is speciiied in the Contract Documents for use in the performancc of the Wark and if, to tne actual knowledge of City, its use is subject tio patent rights or copyrighis calling for the payment of any license fee or royalty to others, the existence of such rights shall be discIosed by City in the Contract Documents. Failure of the City to disclose such information does not relieve the Contractor from its obligations to pay for xhe use of said fees or royalties to others. B. To ihe fullest extent perrnitted by Laws arad Regulations, Coratractor slzall indemnify and hold harmless City, from and against all clailns, costs, losses, and damages (iraeluding but not limited io all fees and charges of engineers, architects, aito�-rceys, and othe� p�ofessionals ar�d all court or arbit�ation o� other di.spute resolution costs) arising out af or relating to any infringement of patent rights or copyrights incident to ihe use in the performance of the Work or �esulting frorn CITY OF FO1ZT WORTH L3TTLE FOSSIL CREEK INTERGEPTOR (M-292) STATIDARD CONS'iRUCT10N SPECIFICATION DOCUMENTS CITY PROJECT NO. 01960 Rcvision: Fel�Euary2, 2016 oo�zoo-i GENERAL CONDITIONS Page 27 of 63 the incorporation in the Wariz of any inveniion, design, process, product, or device raot specified in the Contract Dncuments. 6.09 Pe�nits and Utilities A. Contractor obtained perrnits and licenses. Contractor shall obtain and pay for all canstruction permits and licenses except those provided for in Yhe Supplementary Conditions or Contraci Docu�nents. City shall assist Contractor, wh�n neccssaa-y, isi obtaining such permits and licenses. Contractor shalt pay all gove�-nmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there arc no Bids, on the Effective Date of the Agreement, except for pernaiis provided by ihe City as specified in 6.09.B. City shall pay a11 charges of u�ility owners for connections for providing permanent service to the Work. B. City obtairaed permits and licenses. City will obtain and pay for all pez�its and licenses as provided far in the Supple�nentary Conditions ar Contract Documents. Ii will be the Contractor's responsibility to carry out the provisions of the permit. If the Contractor iniiiates changes to the Contract and the City approves the changes, t11e Contractor is responsible for obtaining clearances and caordinating with the appropriate regulatory agency. The City will not reimburse tlae Contractor for any cost associated with these requirements of any City acquired permit. The following are permits the City will obtain iirequired: 1. Texas Department of Transportation Perrnits 2. U.S. Army Corps ofEngineers Permits 3. Texas Commission on Environmental Qualzty Permits 4. Railroad Company Permits C. Outstanding permits and licenses. The City anticipates acquisition of and/or access to permits and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance witn the sclledule set forth in tf�e Supplementa�y Conditions. The Projeci Schedvle submitted by the Coniractor in accardance with tf�e Coniract Documents n�ust consider any outstanding permits and licenses. G.10 Laws arcd Regulatiores A. Contractor shaIl give all notices required by and shall comply with all Laws and Regulations applicable to the perFormance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Coniractor's compliance wit1� any Laws or Regulaiions. B. Ii Contractar performs any Work lcnowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but noi limited io all fees and charges of cngineers, archiiects, attorneys, and other professionaIs and all CI7Y OF FQRT WORTH LITTLE �'pSSI�. CR�EK INTERCEPTOR (M-292) STAI�iDARD CONSTRUCTION SPTiCIC'ICATIOA! DOCUMEI�ITS C1TY PRp1EGT Np, O] 9G0 Rcvision: Fcbn�y 2, 201 G 00�200-� GENERAL CONDITfONS Pagc 28 oiG3 court or arbitration or other c�ispute resolution costs) arising out of or relating to such Work. However, �t shall not be Contractor's responsibility to make certain that the Speciiications and Drawings are in accordance with Laws and Regfilations, bui this shall not relieve Coniractor of Contracior's obligations under Paragraph 3.02. C. C1�anges in Laws or Regulations not known at the time of openin� af Bids having an effect an the cost or time of performance of the Work may bc the subject of an adjustment in Contract Price or Contraci Time. 6.11 Taaces A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to Texas Tax Code, Subchaptex H, Scetions 151.301-335 (as amended), the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the perfa�nance of this contract by issuing to his supplier an exemption certificaie in lieu of ihe tax, said exemptian certi�cate to corr�ply with State Comptroller's Ruling .007. Any such exemption certificate issued to the Contractor in lieu of the tax sha11 be subject to and shall comply with t1�e provision of State Comptroller's Ruling .Ol l, and any other appIicable rulings pertaining to the Texas Tax Code, Subchapter H. B. Texas Tax peimits and information may be obtained�from: 1. Comptroller of Public Accaunts Sales T� Division Capiial Station Austin, TX 78711; or 2. http.rrwww.window.state.t�c.usrt�info�taxtbrm�/93-form�.hhnl 6.12 Use af'Site and OtherAreas A. Limitation on Use ofSit.e and OtherAreas: 1. Contractor shall confine construction equipment, the storage of materials and eyuipmcnt, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shail not unreasonably encumber the Site and other areas with construction equipment or other rriater�als ar equipment. C.ontractar shall assume full responsibility for any da�nage to any snch land or area, or to the owner or occupar�t thercof, or of any adjacent land or areas resulting from the pc�£ornnance of the Wor�. 2. At any time when, in the judgment of the City, the Contractor has obstructcd or closed ar is carrying on operatians in a portion of a street, right-of-way, ar easemeni greater than is necessary for proper execution of the Work, the City may require the Contractar to fin�sh the section on which operations at-e in progress before work is commenced on any addiiional area of the Site. CITY OF FORT WpRTH LITTLE FOSSIL CREEK iNTERC�PTQR (M-292) STANDARD CONSTRUCTION SPI:CIPICAT[OiY DOCUMEI�TS CITY PROJECT NO. 0196D Itcvision: FcbEuvy2, 2QI G 00 72 00 - 1 GENERAL CONDITI�NS Pagc 29 of 63 Should any Damage Claim be nnade by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolvc the Damage CIaim. 4. Pursuunt to Paragraph 6.21, Ca�atractor shall indemraify and hold ha�-mless City, froni and against all clainzs, costs, losses, and damages arising out of or relating to any clairrc or action, legal or equitable, brought by any such owrzer or occupant against City. B. Removal of DebYis During Performance of the WoNk: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste �naterials, ru�bish, and other debris. Removal and disposal of such waste anateriais, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site 1Ylaintenance Cleaning: 24 hours after written �otice is given to the Contractor t�at the cl�an-up on ihe job site is proceeding in a manner unsatisfactory to the City, if the Contractor fails to carrect the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct t�e clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and the costs of such di�ect action, plus 25 % of such costs, shall be deducted from the monies dve or to become due to ihe Contractor. D. Final Site Cleanirag.• Prior to Final Accepiance of the Work Contractor shall clean tl�e Site and the Wor�C and �aake it ready for utilization by City or adjacent property owner. At the completion of ihe Work Contractor shall remove from the Site all tools, appliances, constructian equipment and machinery, and surplus materials and sliall restore to original condition or better all property disturbed by �the Work. E. �oadirag Structures: Contractor shall not load nor permit any pari of any structure ia be loaded in any manner that will endangcr the struciure, nor shalI Contractor subject any part of tI�e Work ar adjacent property to stresses or pressures thai will endanger ii. 6.13 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of a11 Drawings, Speciftcations, Addenda, Change Orders, Field Orders, and written in:terpretations and clarifications in good order and annotated to show changes made during construction. These record doc�ments together with all approved Samples and a counterpart af all accepted Submittals will he avaiiable to City for reference. Upon completion of the Work, these record documents, any operation and maintenance rnanuals, and Subzx�ittals wilI be delivered to City prior to Fina� Ir�spection. Contractor sha11 include accurate locations for buried and imbedded items. 6.14 Safety and Protection A. Cozatxactor shall be solely responsible %r initiating, maintaining and supervising all safety precautions a�id programs in connection wiih the Work. Such responsibility does not relieve Subcontractors of their responsibility for ihe safety of persons ar property in the performance of their wor�, nor for compliance with applicable safety Laws and Regulations. Contractor shall CITY OF PORT WpRTH LITTLTi POSSIL CRT:'TK INT�RC�PTOR (M-242) STANDARD CONSTRUCT�ON SPECIFICATiON DOCUMENTS CITY I'ROJ�CT NO.O196Q Rcvision: rcbnia�y2, 20] G DO7200-1 GENERAL CON�ITIONS Page 30 of 63 take all necessary precautions for t��e safety of, and shall provide the necessary proiection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by tihe Work; 2. all the Work and rnaterials and equipment to be incorporated therein, whether in storage o� or aff tI�e Site; and othcr properEy at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavemenis, roadways, structures, uiilities, and Und�rground Facilities not designated for removal, relocation, or replacement in the course of construction. b.15 6.16 6.17 B. Contractar shall comply with a11 applicable Laws and ReguIations re�ating to the safety of persons or property, oa• io the pxotection of persons or property from damage, injury, or loss; and shall erect anc� maintain all necessary sa%guards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other uti�ity owners when prosecUiion of the Work �aay a�fect them, and shall cooperate with them in ihe protection, removal, relocation, and replacement of their property. C. Contractor shatl cornply with the applicable requirements of City's safety prograrns, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. A11 damage, injury, or loss to any praperty referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused, directly or indirectly, in whole or in part, by Contx�actor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of ihem to perform any of the Work, or anyone for whose acts any ofthem may be liable, shall be remedied by Contractor. F. Contractor's duties and responsihilities for safety and for pratectian of the Work shall conti�aue until such time as all the Work is completed and City has accepted the Wark. Safety Representative Contraetor shalI inform City in writing oi Contractor's designated safety representative at the Site. Hazard Commuraication Programs Contractar shall be responsible for coordinating any exchange of material safety data sli�eis or other hazaxd communication information required to be made available to or exchanged between or among employers in accordance with Laws o� Regulations. Emergencies and/or Rectification A. In emergencies affecting the safety ar protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated io aci to prevent threatened damage, injury, or loss. Contractar sha11 give City prompt written notice if Contractor believes that any significant Ci'E'Y O� FORT WORTH LITTL� FOSSIL CREEK INTERCEPTUR (M-292) STANDARD CONSTRUCTION SP13C1PICATION DOCUMENTS CITY PR07F:CT iVO. 019G0 Rcvision: Pchn�y 2, 2016 0�172 00 -1 GENERAL CONDITIONS Page 31 of 63 changcs in the Worl� or variations from the Contract Documents have been causec� ther�Y�y ar are required as a result tl�ereof. If Ciiy determines that a change in the Contract Docurnents is required because of ihe action iaken by Contractor i�i response to such an emergency, a Cnange Order may be issued. B. Should the Cantractor faii to respond ta a request from th� Ciiy to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the Contract Documents, �the City shall give the Contractor written notice that such work ar changes are to be performed. The wr�tten notice sha11 dir�ct attention ta tl�e discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does nat take positive steps to iulfill this written request, ar does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with Ciiy forces or by cantract. The City shald deduct an amount equal io the entire costs for such remedial aciion, pins 25%, from any funds due or become due the Contractor an the Project. 6.18 Submittals A. Contraciar s�all submit requircd Subtniitals to City for review and acceptance in accordance with the acc�ted Schedule of Subrnitials (as required by Paragraph 2.07). Each submittal will be identified as City may require. 1. Submit number of capies specified in the General Requirements. 2. Data shown on thc Submittals will be carnplete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor propases to provide and to enable City to review ihc information %r the limited purposes required by Paragraph 6.18.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept sha11 be executed in conformity wi#h the Contract Documents unlcss atherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For-Information-Only submittals upon which tlae City is not expected to conduct review or take respansive action may he so identified in the Canteacfi Documents. 6. SUbmit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to maierial, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enahle City to review the submittal for ihe limited purposes required by Paragraph 6.18.C. C1TY OF FORT WOKTH LITTL� POSSIL CREEK INTERCEPTOR {3v1-292) STANDARD CONSTRUCTION SPECIFTCATIQN DOCUMEIVTS C1TY PRO]ECT NO. 0l960 Revision: Fe6ivazy 2, 2016 D0 72 00 - 1 GENERAL CONDITIONS Page 32 of 63 B. Where a Submittal is required by the Contract Documcnts or the Schedule of Submitials, any relaied VSJork performed prior to City's review and accep#ance of the pertinent submitfal will be at the sole expense and responsibility of Cantractar. C. C�ly's Review: Ciry will provide timeiy review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only ta determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whale as indicaied by the Contraci Docuynents. 6.19 6.20 2. City's review and acceptance will not extend tio means, methods, techniques, sequcnces, or procedures af constr�ction (except where a particular znea��s, method, technique, sequence, or proccdure of construction is specifically and expressly called for by the Contract Documents) or ia safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate appa�oval of the assembly in which the item fiu�ctions. 3. City's review and acceptance shall not relieve Contractor fram responsibiiiiy for any variation from the requirements of the Contract Documents un�ess Contractor has complied with the req�irements of Section O1 33 00 and City has given written acceptance oi each such variation by specific written notation thereof incorporated in or accampanying the Submittal. City's review and acceptance sha11 not relieve Contractor from responsibiliiy for compIying with the requirements of the Contract Documents. Continuing the Work Except as otherwise provided, Contractor sha11 carry on ihe Work anci adhere to the Project Schedule during a11 disputes or clisagreements with City. No Work shall be delayed or post�oncd pending resolution af any disputes or disagreements, except as City and Contractor may otherwise agree in wriiing. Coj2h-�rc•to�-'s Gene�al Yi�arranty and Guarantee A. Contractor warrants and guarantees to City t�at all Work will be in accordance witn the Contract Doeurnenis and will nat be defeciive. City a�d its officers, directars, members, partners, employees, agents, consultants, and subcontractors shall be eniitled to rely on representation of Contractor's watraniy and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other ihan Contractor, Subcontractors, Suppliers, or any othex individUal ar entity for whom Contractor is responsible; or CITY OP POR'F WORTH LITTL� FOSSIL CREEK IIVT�RCEPTOR (M-292) STANDAI2U CONSTRUCTION SPECIFICATION DOCUMT:'NTS CITY PROIECT NO. 014G0 Rcvision: Pebn�ary 2, 201 G OQ7200-I GENERAL CONDITIONS Pagc 33 of 63 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and compiete tlie Wark in accardance with the Contract Doeuments shall be absoluie. None of the following will constitute an acceptance of Work that is not in accordance vvith the Contract Documents or a release of Contractor's obligation to perfornl the Work in accoxdance with ihc Cont�act Documents: 1. observations by City; 2. recommendation or payment by City af any progress or final payment; the issuance of a certificate of Final Acceptance by City or any payment rel.atcd thercto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; ar 7. any correciion of defeciive Wark by City. D. The Contractor shall remedy any defects or damages in the Wark and pay far any damage to other wark or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall fUrnish a good and sufficient mainier�anec bond, coaxaplying witkz tlae requirements of Article 5.02.B. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and de%nd, at its own expense, the Ciiy, its officers, se�rvants and emp�oyees, firom and a�ainst any and all claims arising out of, or alleged to arise aut of, the work and services fo be performed by the Contractor, its officers, agents, employees, subcontractors, lieenses or invitees under �his Contrac�. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF YT YS ALLEGED OR PRQV_E1�I_THAT ALL R ME F THE DAMAGES BEING SOUGHT WERE CAUSED IN WHOLE OR IN PART. BY ANY ACT. OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, witho�t limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and agains� any and all loss, damage or destruction of property of the City, aresing out a�, or alle�ed to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, su�contractors, licensees or invitees under this Contract. THIS INDEMNIFiCATION PROVISION IS C1TY OF �ORT WORTH LITFLE FOSSIL CR�EK INTERCEPTOR (M-292) STANDARD CONSTKUCTION SP�CIFICATION DOC[JM�NTS CITY PRO.�ECT NO. 01960 Revision: Fe�n�y 2, 2016 0072OD-1 GENERAL CONdITIONS Page 34 of 63 6.22 6.23 SPECIFICALLY INTENDED TO OPERATE AND BE EFFECT�VE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAC'TES BEING SOUGHT WERE CAUSED. IN WHOLE OR IN PART. BY ANY ACT. OMISSION OR NEGLIGENCE OF THE CiTY. Delegation vf Professional Desigra Services A. Contractor will not be required to provide professional design services unless such services are specificaliy required by the Contiract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related io systems, materials or equipment are spccifically rcquired of Cont�actox by the Coniract Documen#s, City will specify a11 performance and design criteria t�ai such scrvices must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, speci#ications, certifications, and Subrnittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to Ciry. C. City shall be eniiiled to rely upon th� adequacy, accuracy and completeness of the services, certificaiions or appxovals perfarmed by sUch design prafcssaonals, provided City has speci�ed to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Para�raph 6.22, City's review at�d acceptance of design ca�culations and design drawings wi�l be only for tlae limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documenis. City's review and acceptance of Submittals (except design calculations and design drawi�gsj wi11 be only for the purpose stated in Paxagraph 6.18.C. Right to Audit A. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinen� books, docUments, papers, and records of ihe Contractar involving transactions relating ta this Contract. Contractor agrecs that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work spac� in order to conduct audiis in comp�iance with the provisions of this Paragraph. The Ciiy shall give Contractor reasonable advance notice of intended audits. B. Contractor further agrees ta include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of thrce (3) ycars after final payrnent under this Contract, have access to and ihe right io examine and photocopy any directly pertinent boaks, documents, pape�s, and records of such Subcontractor, involving transactions ta the subcontract, and further, thai City shall have access during Regular Working Hours to a11 CI'I'i� O� PORT WORTH LITTLE FOSSIL CREEK INT�KCEPTOR (M-292) STANllAItD CONSTRUCTION SPECITICATIbN DOCUMENTS CITY PR03ECT NO. 01960 Revisian: Pe6iuery2, 2016 oa �z oo - � GENERAL CONDITIONS Page 35 of 63 Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with fhe provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. C. Coniractor and SUbcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reixnburse Contractar far the cost of the copies as follows ai the rate published in the Texas Administrative Code in effect as of ihe time copying is performed. 6.24 Nondiscrimination A. The City is responsib(c for operating Public Transportation Programs and implementing transit- related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administratian {FTA), without disc�iminating against any person in the United States on tlie basis of race, color, or nationa� origin. B. Title VI, Civil Rights Act of 1964 as amended.• Coniractor shall comply with the requirements of ihe Act and the Regu�ations as further defined in the Supplementary Conditions for any project receiving Federal assistattce. ARTICLE 7— OTHER WORK AT THE SITE 7.01 Related Work at Site A. Ci�y may perform other work reiated to the Project at the Siie with City's eix�ployees, or other City contractors, ar through other direct contracts therefor, or have other work performed by utility owners. If such other work is not notcd in the Contract Documents, then wriiten notice thereof will be given to Contractor prior to siarting any such other wark; and B. Contractor shall afford each other contractor who is a party to such a direcfi contract, each utility awner, and Ciiy, if City is performing other work wiih City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and starage of materials and equiprnent and the execution of such other wark, and properly coordinate tne Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to praperly conz�cct ar otherwise make its several parts came together and properly integxatc with such other work. Contractar shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cui or alter others' work with the written consent of City and the others whose work will be affecied. C. Tf the proper executio� or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractar shall inspect such other work and prort�ptly rcport to City in writing any delays, defects, or deficiencies in such other work that render it unavailablc or unsuitable for the proper execution and results of Contractor's Work. Contractor's faiiure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the wark provided by others. CITY OP FORT WORTH LITTLE FOSSIL C1iEEK 1NT�KCEPTOR (M-292) 5TANDARB COTlSTRi1CTION SPECIFICATION DOCUMENTS CI7'Y PR03ECT NO. 01960 Revision: �cbn�acy 2, 2016 00�2oo-i GENERAL C4NDITIONS Pagc 3G of 63 7.02 Coor�dination A. If City intends to contract with others for the perfortnance of other wark on the Project at the Site, the following will be set forth in Supplementary Conditions: the individual or entity who wi11 have authority and respansibility for coordination of the activities among the various cantraciors wilI be ideniified; 2. thc specific matters ta be covered by such authority and responsibility will be itemized; and 3. the exteni of such authority and responsibiIities will be provided. B. Unless otherwise provided in the Supplementary Conditions, City sha11 have authority for such coordination. ARTICLE S — CITY'S RESPONSIBILITIES 8.�1 Communicaiions ta Coratractor Except as otherwise provided in the Supplementary Conditions, City shall issue all communications to Contractor. 8.02 Furnish Data City shall timely furnish the data required under the Contract Documents. 8.03 Pay When Due : 1� :1 :� City shall make payments to Contractor in accordance witil Article 1Q-. Lands and Easelnents; Reports and Tests City's duties with respect to providing lands and easements and providing engineering surveys ta establish reference points are set farth in Paragraphs 4.01 and �.05. Paragraph 4.02 �'efers to City's identifying and making available to Contractor copies of reports of explorations and tests of subsurface co�ditions and drawi�gs of physical conditions relating to existing s�rf'ace or subsurface struciures at or contiguous to the Site that have been utilized by C�ty in pxeparing the Contract Documents. Chc�nge Orders City shali execute Change Orders in accordance with Paragraph 10.03. Inspections, Tests, and Appro��als City's responsibility with respect to certain inspections, tests, and approvals is sei forth in Paragraph 13.Q3. CITY OT PORT WORTH LITTLE FOS51L CREEK INTERCEPTOR (M-292) STA�lDARD CONSTKUCTIdN SPECIFICATIOI�i DOCUMENTS CITY PROJECT NO. 01960 Revision: Pebmary 2, 2016 oonoo-i GEIdERAL CON�ITEONS Pagc 37 of 63 8.07 Limitations on Cily's Responsi8ilities A. The City shall not supervise, direct, or have co�iirol or authority over, nar be responsible far, Coniractor's means, meihods, techniques, sequences, or procedures af construction, or the safety precautions and programs incident thereto, or for any failure of Contractar to comply with Laws and Regulat�ons applicabic to the performance oi the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Docurne�ts. B. City will nofify the Contractor of applieable safety plans pursuant io Paragraph 6.14. 8.08 Undisclosed Hazardous Environmental Corcdition City's responsibzlity with respect io an undisclosed Hazardous Environtnenta� Condition is set forth in Paragraph 4.06. 8.09 Compliance with Safeiy P�ogram While at thc Site, City's ernployees and representat�ves sha11 comply vvith the specifc applicable requirements of Contractor's safety programs oi which City has been informed pursuant to Paragraph 6.14. ARTICLE 9—�ITY'S OBSERVATI�N STATUS DURING CONSTRUCTION 9.01 Caly'sProjectManager City will provide one or more Project Manager(s) during the construction period. The duiies and responsibilities and the limitations of authority of City's Project Manager during construction are sei forth in thc Contract Doc�amcnis. The City's Project Manager %r fihis Contract is � insert rtame here >, or lais/�er successor pursuani io wt-�tten notification from the Director of < insert rnanaging depar�nent here �. 9.02 Yisits to Site A. City's Project Manager will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to obscrve the progress that has been made and the quality of the various aspccts of Contractor's exeeuted Work. Based on infortnation obtained during such visits and observations, City's Project Manager will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Manager will not be required to make exhaustive or continuous inspections on the Site to check the quality or qnantity of the Wark. City's Project Mat�ager's efforts will be directed ioward providing City a greater degree of confidence that the completed Work wi11 conform generally �o the Contract Documents. B. City's Project Manager's visits and observations are subject to all the Iimitations on authoriiy and responsibility in the Contract Documents including tl�ose set forili in Paragraph 8.07. C1TY O� FORT WORTH LITTLE FOSSiL CREEK INTERCrPTOR (M-292) STArIDARll COIVSTRUC'I'ION SP�CINTCATION DOC[1M�NTS CITY PR03�CT NO. 01960 Rcvision: Pebnkuy 2, 2016 00 72 00 - i GENERAL CdNDIT14NS Page 38 af G3 9.03 Authorized Vc�riations in Work � �. 9.05 9.06 City's Project Manager may a�tl�orize minar variations in the Work from the requirements of tne Contt'act Documents which do not invoive an adjus#ment in the Contract Price or the Contract Time and are compatible with the design conccpt of the completed Project as a functioning whole as indicated by the Contract Doeume�ts. These may be accomplished by a Field Order and wil� he binding on City and also on Contractor, who shall perform the Work involved promptly. Rejecting Defective Work City wi11 have auihority io reject Wark which City's Project Manager believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that wili prejudicc the integriiy of the design concept of the completed Project as a functioning whale as indicated by the Contract Documenis. City will have authority io conduct special inspection or testing of the Work as provided in Article 13, whether or not ihe Work is fabricated, installed, or completed. Determinations for Worlc Perfo�-med Contractor will de#ennine the actual quantities and classifications of Work perfortned. City's Project Manager will review with Contractor the preliminary determinations on such matters befare rendering a written recommendation. City's written decision; will be �nal {except as modified to reflect changed factUal conditions or more accurate data). Decisions on Reguirements of Contract Documents and Acceptahility of Work A. City will be the initial interpreter of the requircme�is o� thc Contract Documents and judge of the acceptability of fihe Work thereunder. B. City will render a written decision on any issue referred. C. City's written decision on the issue referred will be final and binding an the Contractor, subject to tlae provisions of Paragraph 10.06. ARTICLE 10 — CHANGES IN THE WORK; CLAIMS; EXTRA WORK 10.01 Authorized Changes in the Wo�^k A. Without invalidating the Contract and without notice to any surety, City rnay, at any tiroe or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall pramptly proceed with tf�e Work invoived w�ich will be performed under the applica�le canditions af tne Cantract Documents (except as otherwise specifically provided}. Extra Work shall be memorialized by a Change Order vvhich may or may not precede an order of Extra work. B. For rninor changes of Work not requiring changes to Contract Time or Contract Price, a Field Order may be issued by the City. CiTY OF FORT WORTH LITTLE POSSIL CRE�K INTCRC�PTOR (M-292) STAi�}�AItD CONSTRUCTION SPECIFICATION DOCUME]VTS CITY PKOJECT NO. QI96D Revision: Fehmary 2, 2016 007200-1 GENERAL CONDITIONS Page 39 of 63 10.02 Unauthorized Changes in tlze Work Contractor shai� not be entiiled to an increase in the Contract Price or an extension af the Contract Time witlz respect to any work performed that is nat required by the Contract Documents as amended, modified, or supplemcnted as provided in Paragraph 3.04, except in the case o�' an emergency as provided in Paragraph b.17. 10.03 Execution of Change Orders A. City and Contractar shall execute appropriate Change Orders co�rering: cl�anges in t11e Work which are: (i) ordered by City pursuant ta Paragraph ID.O1.A, (ii) required because of acceptance of de%ctive Wark under Paragraph 13.08 or City's correction of defective Work under Paragraph 13.09, or (iii) agreed to by the pariies; 2. ci�anges in t1�e Contract Price or Contract Time which are agreed to by the parfies, ine�uding any undisputed sum or amount o�time for Work actually performed. 10.04 Extra Work A. Should a differcnce arise as to what does or does not canstitute Extra Wark, or as fo the payment thereof, and the Ciiy insists upon its performance, the Coniractar shall proceed with the wark after making written request for written ord�rs a�ad slaall k�cp accurate account of thc actual reasonable cost thereof. Contract Claims regarding Extra Wark shall be made pursu.ant to Paragraph 10.06. B. The Contractor sha11 furnish the City such installation records of all deviations from t�e original Contract Dacuments as may be necessary to enable the City to prepare far permanent record a carrected set of plans showing ihe actual insiallation. C. The compensation agreed upon for Extra Work whether or noi initiated by a Change Order sha11 be a full, complete and final payment for all costs Contractar incurs as a result or relating to the change or Extra Work, whetI�er said cosis are known, �t1�lovvn, foreseen or unforeseen at that tirne, including without limitation, any costs for delay, extended overhead, ripple ar impact cost, or any other effect on changed or unchanged wark as a resu�t oifihe change or Extra Wark. 10.05 Notification to Surety If the provisions of any bond require natice #o be given to a surety of any change affecting the general scope of the Work or the pravisions of ihe Contraci Documents (including, but noi lrmited to, Co�iiract Price or Contract Time}, tihe giving of any such notice will be Contractor's responsibility. The arnount of each applicable bond will be adjusted hy the Contractar ta reflect tl�e effect af any such change. C1TY OF FORT WORTH LITTLE FOSSIL CREEK JNTERCEPTOK (M-292) STAhIDARD CONSTRUCTION SP�C]P'IGATION DOGUMENTS GITY PROJECT NO. a1960 TZevision: Peb�u.vy 2, 201 G 00�2oo-i GENERAL COiVDlTIONS Pagc 40 of G3 10.06 Contract Clairns Process A. Ci1y's Decisfon 1Zequired: All Contract Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the City for decision. A decision by City shall be required as a condition precedent ta any exercise by Contractar of any rights or remedies he may otherwise have under thc Contract Documents or by Laws and Regulations in respect of such Contract Claims. B. Notice: ]. V�ritten notice stating the general nature af each Contract Claim shall be delivered by the Contractor to City no Iater than 15 days after the start of the event giving rise thereto. The responsibility to sUbstantiate a Contract Claim shall rest with the parry making the Contract Claim. 2. Notice of ihe amouni or extent of the Contract Claim, with supporting daYa shall be delivered to ihe City on or before 45 days from ihe start of the evcnt giving rise thereto {unless the City allows additional time %r Contractor to submit additional or more accurate data i�� support of such Contract Claim). 3. A Contract Claim for an adjustment in Contract Price shall be pxepared in accordance with the provisions of Paragraph 12.01. 4. A Contrac� Claim for an adjustment in Contract Time shaIl be prepared in accardance with the provisions of Paragraph 12.02. 5. Each Contract Claim shall bc accompanied hy Contrac#or's written statement that ihe adjustrnent claimed is the entire adjustment to which the Contractor believes it is entitled as a result of said event. 6. The City shall submit any responsc to the Contractor within 30 days after receipt af thc claimant's last submittal (unless Contract allows additional time}. G Ciiy's Action: City will review each Contract Claim and, within 30 days after receipt oi the last submittal oi the Contractor, if any, take one af the following actions in writing: 1. deny the Contract Ciaim in whole or in part; 2. approve the Contract Claim; or 3. notify the Contractar that the City is unable to resalve the Contract Claim if, in ihe City's sole discretion, it would be inappropriate for the City to do so. For purposes af further resolution of the Contract Claim, sucla notice shall be deemed a denial. CIiY OF FORT WOItTH LITTLE �OSSIL CRE�K Tf�1T�RC�PTOR {M-292) STANDARD CONSTRUCTION $PECIFICATION DOCUMENTS C1TY PRO]ECT NO. 01960 Rcvisian: Fdnuary2,20E6 407200-1 GEf�ERAL CONDITIONS Page 41 of 63 �D. City's written aciion under Paragraph �0.06.0 will be final and binding, unless City or Contractor invoke the dispute resolutior� pxocedure set forth in A�ticle 16 within 30 days of such action or deniaf. E. No Contract Claim for an adjustrnent in Contract Price or Cantract Tirne will be valid if noi submitted in accordance with this Paragraph 10.06. ARTICLE 11— COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS QUANTITY MEASUREMENT 11 A 1 Cost of the Wo�k A. Costs Included.• The term Cast of the Work means the sum oi all costs, except thosc excludcd in Paragraph 11.OI .S, necessarily incurred and paid by Contractor in the proper perfarrnaz�ce of the Work. V4Jhen the value of any Work covered by a Change Order, the costs to be reimbursed to Cantractor will be only those additional or incremental costs rcquired because of the chan�e in the Work. Such costs shall not include any of the costs itemized in Paragraph 11.01.B, and shall include but not be limited to the falIowing items: 1. Payroll costs for employees in the direct employ of Contractar in the perfornlance of the Work under schedules of job classifications agreed upon by Ciiy and Contractor. Such employees sha11 include, without limitation, superintendents, foremen, and other personnel employed fuil time on the Work. Payroll costs for ernployccs not employed fuli time on the Worlc sha11 be apportioned on the basis of iheir tizx�c spcnt on the Work. Payroll costs shall include; a. salaries with a 55% markup, or b. salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unempioyment, excise, and payroll taxes, workers' compensation, health and retirement bcnefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of Rcgular Working Hours, Weekend Wor�ing Hours, or legal holidays, shall be i�cluded in the above to the extent authorized by City. 2. Cast of all materials and equipment fi�rnished and incorporated in tI�e Work, including cosis of tt-ansportation and storage thereof, and Suppliers' �'ield services required in connection therewith. 3. Rentals of a11 construction eyuipment and machinery, and the parts thereof whether rented from Contractar or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs sha11 be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, ar parts shall cease when the use thereof is no longer necessary far the Work. CI7`Y OP FORT WORTH LITTLE FOSSIL CftEEK INTERCEPTOit (M-292) STANDARD CdNSTRiJCT10N SPECIFICATION DOCUME3�fTS CITY PRO]ECT NO.O1960 Rcvision: FcU�uuary2, 2D16 00 72 00 - 1 G�N�F2AL GON�71'FIONS Page 42 of 63 4. Payrnents madc by Contractor to Subcontractars for Work performed by Subcontractors. Ii required by City, Contractox s��all obtain competitive bids from subcontractars accepiable to City and Contractor and shall deliver such bids to City, who will tl�en detern�ine, which bids, if any, wiIl be acceptable. If any subcantract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontracior's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. 5. Costs of special consuliants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 6. 5upplemenial costs inciuding the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of a�l ntaaterials, supplies, equipmeni, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned �y the workers, which are consumed in the performance of the Work, and cost, less market value, of sucn items used but not consumed whzch rer�aain t�ac property of Cont�-actor. c. Sales, consumer, use, and other similar taxes related to the Worlc, and for which Contractor is liable not covered under Paragraph 6.1�, as imposed by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for perrnits and licenses. e. Losses a�id damages (and related expenses} caused by damage to t�e Work, not cortapensated by insurance or ot�erwise, sustained by Contractor in cozanection with the performance of the Work, provided such losses and damages have resuited from causes otber than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of the�n may be liable. Such losses sha11 include settlements made with �e written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the Wark for the purpose of cietermining Contractor's fee. f. The cost of utilities, fucl, and sanitary facilities at the Site. g. Minor expe��ses sucl� as telegrams, long distance telephone cails, telephone and communication services at the Site, express and courier services, and similar petty cash items in connection with the Work. C1TY OF FORT WORTH LITTLE FOSSIL CIiF,�TC 1NTEftCEPTOR (M-292) STANDARI] CQ%iSTRUCTIpA! SPECIFICATION DOCUMENTS GITY PRQJECT NO. 019G0 Revision; Fdn�y2,2016 ao �z oo - � G�NERAL CONaITIONS Page 43 of63 h. The costs oipremiums for all bonds and insurance Contractor is reguired by thc Contract Documents to purchase and maintain. B. Costs Excluded: The term Cost af the Woric shall not include any of the following items: Payroll costs and other compensation of Contractor's ofiicers, executives, principals {oi partners��ips and sole proprietorships), general managers, safety managers, engineers, architecis, estimatars, attorneys, auditors, accountants, purchasing and cor�tracting agents, expecEiters, timekeepers, clerks, and other personnel empioyed by Contractar, whcther at the Site or in Contractor's principal or branch offce for general administration of the Work and not specifically included in the aga�eed upon schcc�uIc of job classifications referred to in Paragraph � 1.O 1.A.1 or specifically covered by Paragraph 11.O1.A.4, a11 of w��ich are to be considered administrative cosYs covered by the Contractor's fee. 2. Expenses of Contractor's principa] and branch of�ces othex than Cantractor's office at the Site. Any pari of Contractor's capital expenses, including interest on Coniractor's capital employed for the Wor�C and chargcs against Contractor for delinyuent payments. 4. Costs due to the negligence of Contracior, any Subcontractor, or anyone directly or indirectly employed by any of ihem or for whose acts any of them may be liable, includ�ng but not limited to, the correction of defective Wark, dispasal of materials or equipment wrongly supplied, and making gaod any damage to property. 5. Other overhead or general expense cosis of any kind. C. Co�z%acioY's Fee: When al� the Wark is performed on the basis of cost-p1us, Contractor's fee shall be determined as set forth in the Agreerr,ent. When the value of any Work covered by a Change Order for au adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.O1.C. D. Documeniation: Whenever the Cost af tf�e Work for any purpose is to be determined pursuant to Paragraphs 11.O1.A and Il.O1.B, Contractar wi11 establish and maintain records thereof in accordance with generally accepted accounting practices an� submit in a form acceptable to City an itemized cost breakdown togcthcr with suppay�ing data. 11.02 Aldowances A. .Specified Allawance: Yt is undersfiood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and sha11 cause the Work sa covered to be performed for sUch suxns and by such persons or entities as may be acceptable to City. B. Pre-bid Allowances: 1. Contractor agrees that: C1TY OF FORT WORTH L1TTLE F0551L CREEK 1NTEItCEPTOR (M-242) STANDARD CONSTRUCTION SPECIFICATIOIV DOCUMGAITS CITY PRO.TCCT NO. 019G0 IZevision: Fehmary2,2016 oa�zoo-� GENERAL CONDITIONS Page 44 of G3 a. the pre-bid allowances include the cost to Contractar oi materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and b. Contracior's costs for unloading and handling on the Site, labor, installation, overhead, profit, and atiler expenses contemplated for the pre-bid allowances have bcen included in the allowances, and no demand far additional payment on account o� any of the foregoing will be valid. C. Contingency Allowance: Contractor agrees that a contingency alIawance, if any, is for the sale use Qf City. D. Prior to final paymeni, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspandingly adjusted. 11.03 Unit Price WoY1t A. Where the Contract Documents provide that a�l or part of the Wor1c is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the suna of the unit price for each separately identified item oi Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The esiimated quantities of items of Unit Price Work are not guaraa�tccd and are solely for tl�e purpose of comparison oi Bids and determining an initial Coniract Price. Determinations of the actual quantities and classifrcaiions of Unit Price Work performed by Contractor will be made by City subject to the provisions of Paragraph 9.05. C. Each unit price will be deemed io include an amount considered by Contractor to be adequate to cover Contractor's overhead and pro�'ii for each separaiely identified item. Work described in the Coniract Documents, or reasonably inferred as required %r a functionally complete installation, but not identified in the �isting of unit price items shall be considered incidental to unit price work listed and tf�e cost of incidental work inciuded as part of tl�c unit price. D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if: 1, the quantity of any item af Unit Pricc Work perfor��ned by Coniractor differs maieria�ly and significantly from the estimated quantity of such item indicated in the Agreement; and 2. there is no carresponding adjustment with respect to any other item oiWork. E. Increased ot- Decreased Quantities: The Ciiy reserves the right to order Extra Wogk in accordanee with Paragraph 14.01. If the changes in quantiiies or the alterations do not sign�ficant�y change the character of work under the Contract Documents, the altered work will be paid for at thc Contract unit price. CITY OF FOItT WORTH LIT'TLE FOSSIL CREEK D�lTERC�PTOR (M-292) STANDARD CONSTRUCT�ON SPLu'CIFICATION AOCUM�NTS C1TY PRpJECT 3V0. 01960 Revision: Febniary 2, 2016 0072oo-i GENERAL COiVDITIONS Pagc 45 of G3 2. If ihe changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Char�ge Order. 3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance witil Article 12. �4. A significant change in the charac#er of work accurs when: a. the character oi work for any Item as altered dif%rs materially in kind or nature from that in the Contraet or b. a Major Item of work varies by mare than 25% from the origif�al Contract quantity. 5. When the quantity of work to be done under any Major Item of #he Contract is more than 125°/o of the original quantity stated in the Contract, t11en either party to the Cantract may request an adjustment to the unit price an the portion of the work that is above 125%. 6. When the quantity of work ta be done under any Major Item of the Contract is less than 75% of tlie origina� quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price. 11.04 Plans Quantity Measurerfxent A. Plans quantities may or may �aot represcnt ihe �xact quantity of work performed or material moved, handled, ar placed during the execution oi tY�e Contract. The estimated bid quantities are designated as final payment quaniities, unless revised by ihe governing Section or tIiis Article. B. If the quantity measUred as outlined under "Price and Payment Procedures" varies by more than 25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total estimated quantity for an individual Item origina�ly shown in the Contract Docurr�ents, an adjustment rnay be made to tl�e quantity af autharized work done for payment puxposes. The party to the Contract requesiing the adjustrnent will provide field meas�arements and calculations showing the final quaniity far which payment will be made. Payment for revised quantity will be made at the unit price bid %r that Item, except as provided for in Article 10. C. When quantities are revised by a change in desigm approved by the City, by Change Order, or to eorrect an error, or to correct an error on the plans, the plans quantiry wi11 �e increased or decreased by thc amount involved in the change, and the 25% variance will apply to ihe new plans quantity. D. If the total Contract quaniity multip�ied by the unit price bid for an indivrdual Item is less than $250 and the Item is not or�ginally a plans qUantity Item, then the Item may be paid as a plans quantity Item if the City and Contracior agree in writing to fix the final quantity as a plans quaniity. CI'I`Y OF FORT WORTH LITTLE POSSIL CREEK INT�RC�PTOR (M-292) STANDARD CONSTRUCT10Ai SPECIFICATION DOCUMGNTS CITY PKOJECT NO. 01960 Revision: Febivary 2, 2016 oo�zoo-i GENERAL CONDITIONS Page 46 of 63 E. For callout work or non-site specific Contracts, the plans quantiry measurement requirements are not applicable. ARTICLE i�. — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 12.0 � Change af Contract P�ice A. The Contract Price may only be changed by a Change Order. B. The value of any Work covered by a Change Order will be determined as follows: l. where ihe Work involved is covered by unit prices coniained in the Contract Documents, by application of such ur�it prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documenis, by a mutually agreed lump sum or unit price (which may include an allowance for o�erhead and profit not necessarily in accordance with Paragraph 12.01.C.2}, and shall rnclude the cost of any secondary impacts that are foreseeable at ihe t�iiaac of pricing the cost af Extra Work; or 3. where the Wark involved is not covered by unit prices contained in the Cantract Documents and agreement to a lump sum ar unit price is not reached under Paragraph 12.O1.B.2, on the basis of the Cost of the Wark (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead ar�d pro�t (determined as provided in Paragraph 12.01.C). C. Co�rtracior's Fee: The Contractor's additianal fee for overhead and profii shall be determined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cosi of the Work: a. for costs incUrred under Paragraphs 11.O1.A. i, 11.01.A.2. and 11.O1.A.3, the Contractor's additional fee shall be 15 percent except for: 1) rental fees for Contractor's own equiprnent using standard rental rates; 2) �onds and insurance; b, for costs incurred under Paragraph 1 i.O1.A.4 and 11.O1.A.5, the Contrac#or's fee shall be five percent (S%}; 1) vwhere one or more tiers of subcontracts are on the basis of Cost of the Wark plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.OI.C.2.a and 12.O1.C.2.b is that thc Subeontractor who actually perfor�ns the Work, at wha#ever C1TY OF FOKT WORTH LITTLE FOSSU.. CIi�,�K 1NTEKCEPTOR (A4-292) STANtIARD CONSTRUCTION SPECiF1CAT10N llOCUMENTS C1TY PROIECT NO. 01960 Revision: Fe6naazy2,2016 oo�zoa-i GENERA� CONDI710NS Page 47 of 63 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.O1.A.1 and 11.O1.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent {5°/a) oi the amount paid to the next Iowcr tier Subcontractor, �awever in no casc shal� the cumulative total of fees paid be in exeess of 25%; c. no fee shall be payable on fihe basis of costs itemized under Paragraphs ll.O1.A.G, and 11.O1.B; d. the a�nount of credii to be allowed by Contractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by a�, amount equal to five percent (5%) of such net decrease. 12.02 Change of Contract Time A. The Contract Time may only be changed by a C�ange Order. B. No extension of the Contract Time w�ll be allowed for Extra Woxk or for claimed delay un�ess the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can s�ow by Critical Patf� Methoc� analysfs how the Extra Work or claimed delay adversely affects the critical path. 12.03 Delays A. Where Gontractor is reasonabIy delayed in the performance or completion of any part of the Work within the Contract Time due �o delay beyond the control of Contractor, the Contract Time may be cxtended in an amount equal to the time lost due to such delay if a Contract Claim is made therefar. Delays beyond the con�tral of Contractor shall include, but not be limited to, acts or neglect by City, acts or neglect of utility owners or other co�i�ractors performing ot�ier work as conternplated by Article 7, fires, floods, epidemics, abnormal weaiher conditions, or acts of God. Such an adjustment shall be Contractor's sale and exclusive remedy for the delays described in this Paragraph. B. If Coniractor is de�ayed, City shali not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to ali fees and charges of engineers, arcI�itects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustaineci by Contractor on or in connection with any other project or anticipated project. G Contractor sha11 not bc entitIed to an adjustment in Contract Price or Contract Time far delays within the control of Contracior. Delays at�ributable to a�d within ihe control of a Subcontractor or Supplier sha11 be deemed to be delays within the control of Contractor. D. The Contractor shall receive no campensatian for delays or hindrances to thc Work, except when direct and unavoidable extra cosi to the Coniractor is caused by tl�e failure of the City to provide informatian or material, if any, which is to be furnished by the City. CITY OF FOIZT WOitTH LITTL� FOSSIL CREEK INTERC�PTOR (M-292) STA%lTJARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PRpJECT%IO. 01960 Ftc�ision: FeUmary2,20l6 DO7200-1 GENERAL CONDITEONS Page 48 of 63 ARTICLE 13 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK I3.01 Notice of Defec%s Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Wark may be rejected, corrected, or accepted as provided in this Article 13. 13.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests wilI have access to tne Site and ihe Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so Yhat they may comply therewith as applicable. 13.03 Tests and Inspeciions A. Cantractor shalI give City tirnely notice of readiness of the Work for all required inspections, tesis, or approvals and shall cooperate with i�spection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations af any public body having jurisdiction require any of the Work (or part thereo fl to be inspected, tested, or approved, Contractor shall assume full responsihi�ity for arranging and obtaining such independent inspections, tests, retests ox approvals, pay alI costs in connection therewith, and furnish City the required certif�cates of inspection or approval; excepting, however, ihose fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which sha11 be paid as described in the Supplementary Conditions. G Contractor shall be responsible for arranging and obtaining and shali pay all costs in connection with any inspections, tests, re-tests, or approvals required iar City's acceptance of materials or equiprnent to be incorporated in if�e Work; or acceptance oFinaterials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Worlc. Such inspections, tests, re-tests, or approvals shall be per%rmed by organizations acceptable to City. D. City may arrange for the s�rvices of an independent testing laboratory ("Testing Lab"} to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City wilt eoordinate such Testin� ta the extent possihle, with Contractar; 2. Should any Testing under this Section 13.03 D result in a"fail", "did not pass" ox oiher similar negative result, the Contractor sha11 be responsible for paying for any and alI retests. Contractor's cancellatian without cause of City initiated Testing shall be deemed a negative result and require a retest. C1TY OF FORT WORTH I.ITTL13 POSSIL CRC�K INTERCEPTOR (M-292) STANDARD COIVSTRUCTION SPEC]FICATION DOCUMENTS C1TY PROJECT NO. 019G0 Revision: Febivary2, 2016 oo7zoa-i GENERAL CONDITIONS Pagc 49 of 63 Any amounts owed for any retest under th�s Section 13.03 D shall be paid directly to the Testing Lab by Contractar. City will forward all invoices for retests to Contractor. 4. If Coniractor fails to pay the Testing Lab, City vvill not issue Final Payment untii the Testing Lab is paid. E. If any Work (or the wark of others) that is to be inspected, tested, or approvcd is covered by Contractor without written concurrence of City, Contractor shall, if requesied by City, uncover such Work for observation. F. Uncovcz'ing VVark as provided in Paragraph 13.03.E shall i�e at Contractor's expense. G. Contractor shall have thc right io make a Contraci Claim regarding any retest ar invoice issued under Section 13.03 D. 13.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it musi, if requested by City, bc uncovered for City's observation and rep�aced aY Contractor's expense. B. If City considers it necessaty or advisable that covered Work be observed by City ar inspected or iested by others, Contracior, at City's xequest, shall uncover, expose, or otherwise make avai�able for observation, inspection, or testing as City may require, that portion of the Work in question, furnishing a]I necessary labor, material, and equipmeni. If it is found that tlac uncovered Work is defective, Contractor shall pay all claims, costs, losses, and damages (including but not limited to a11 fees and charges of engineers, architecis, attomeys, and other professionals and a11 court or other dispute resolution cosis) arising out of or relating to such itncovering, exposure, observation, inspection, and iesting, and of satisfactory replacement or reconstruction (including but not �in�ited to all costs of repair or replacement of work of others); or City shall be cntitled to accept defective Work in accardance with Paragraph 13.08 in which case Contractor sha11 still be responsible for ali costs associated with exposing, observing, and testing the defective Work. 2. I� the uncovered Work is not found to be defective, Contractar shall be allowed an increase in the Contract Price or an extension af the Contract Time, or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacemeni, and reconstructian. 13.05 CitylYfayStop the Work If the VSlork is defective, or Contractor fails to supply sufficient skilled workers or suita�le materials or eyuipment, or iails to perform the Work in such a way tf�at the completed Work will conform to the Contract Documenis, City ar�ay order Contractor to stop the Wark, ar any portion thereof, until the cause for such order has been eliminated; however, this right af City to stop the Work sha�l not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any CITY O�' FORT WORTH LITTLE FOSSIL CREEK INTERCEPTOK (M-292) STAIVDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PRD]ECTN0.01960 Rcvision: Feb�uary2, 201b oo7zoo-� GENERAL CONDITIONS Page 50 of 63 Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee ox ageni of any of them. 13.06 Correction or Removal of Defective Work A. Promptly after rcceipt of written notice, Contractor shatl correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it fram Yhe Projecti and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages {including but not limited to al� fees and charges of cngineers, architects, attorneys, and other professianals and all co�u�t or arbitration or other dispute resolution costs) arising out of or relating to such correction or removat {including hut not limited to a11 casts of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under �he terms of this Paragraph 13.06 or Paragraph 13.07, Contractor shall take no actian that woutd vaid or otherwise impair City's special warranty and guarantee, if any, on said Work. 13.07 Cor�-ectian Period A. If wiihin two (2} years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable speciat guarantee required by the Contract Documents), any Work is found to be defective, or if the repair of any darnages to the land or areas madc available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph C.lO.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Wark; or 3. if the defective Work has been rejectcd by City, remove it frorn the Project and replace it with Wark that is noi defective, and 4. satisfactorily coa-irect or repair or remave and replace any damage to other Wark, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instruciions, or in an emergency where delay would cause serio�xs risk of ioss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. A11 claims, costs, losses, and damages (including but not limited ta a11 fees and charges of engineers, architects, attarneys, and otbcr professionaIs and all court or other dispute resolution costs) arising out of or relating to such correction or r�pair or such removal and replacement (including but not lirniied to all costs of repair or replacement of wark of others) will be paid by Contracior. C1TY OF FORT WORTH L1TTLE FOSSIL. CREEK INTERCEPTOK (M-292) STANDARD CONSTRUCTION SP�CIPICATION DDCi3MENT5 CITY PROIECT NO. 01960 Kevision: Febm�vy 2, 2016 oa �z oo - � GENERAL CONDITIONS Page51 of63 C. In special circumsiances where a particular item of equipment is placed in continuous service before Final Acceptancc of ali the Work, the correction period for that item may start to run from an earlier date if so pravided in the Contract Dacuments. D. Where defcctive Work (and damage io other �]Vork resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor should such additional war�'anty coverage be required. Con�ractor may dispute this requirement by filing a Contract Claim, pursuant to Paragraph 10.06. E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall nof be construed as a suhstitute for, or a waiver of, the provisions af any appIicable statute of limitation or repose. 13.08 Acceptance ofDefective Work If, instead of requiring carrection or removal and replacement of defective Work, City prefers to accept it, City may do so. Contractor shall pay a�l claims, costs, losses, and damages (including but not lim�ted to all fees and charges of engineers, architects, attorneys, and other professionals and all court ar other dispute resolution costs) attributable to City's evaluaiion of and determination to accept such defective Work and for the diminished value of the Work to the extent not otherwise paid by Contractar. If any su.ch acceptance acct�rs prior to Final Acceptance, a Change Order will be issued incorporating the necessary revisions in ihe Contract Documents wiih respect to the Work, and City shall be entitIed io an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. 13.p9 City May Correct Defective Wo�1� A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or ta remove and replace rejecicd Wark as required by City in accordance with Paragraph 13.06.A, ar if Coniractor fails to perform the Work in accordance with ihe Contraci Docurrients, or if Contracior fails to compIy with any ather provision of the Contract Documents, City may, after seven (7) days written notice to Contractor, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, Ciiy shall proceed expeditiously. In connec#ion with such corrective or remedial action, City may exclude Contractox from all or part of the Site, take possession of alI or part of the Wor� and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are stored elsewhere. Cont�actor shal� allow City, City's representat�ves, agents, consultants, employees, and City's other contractors, access to the Site to enable Ciiy to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited io all fees and charges of engineers, architects, aitorneys, and other professionals and a11 court or other dispute resolution CITY OP FOItT WORTH LITTLE POSSIL CREEK 1NTERCEPTOR (M-292) STANDARD CONSTRUCTIpN SPECIFICATION llOCUMENTS CI7Y PROIECT NO. 019G0 Rcvision: Fdnuary2, 2016 oo�zao-i GENERAL CONDITIpiVS Page 52 of 63 costs) incurred or sustained by City in exercising the rights and rernedies under this Paragraph 13.09 wi11 be cbarged against Contractor, ar�d a Change Order wi11 be issued incarporating the necessary revisions in the Contract Documents wit11 respect fio the Work; and City shall be entitled to an appropriatc decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of fihe Work attributable to the exercise of City's rights and remedies under this Paragraph 13.09. ARTICLE 14 — PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Yalues The Schedule of Values far lump sum contracts established as provided in Paragraph 2.07 wilI serve as the basis for progress payments anc� will be incorporated into a form of Application for Payment acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Pqyments A. Applications foN Payments: 1. Contractor is respo�isible for providing all information as required to become a vendor of the City. 2. At least 2fl days before ihe date established in the General Requiremcnts for each progress payment, Contractor shall sub�nit ia City for review an App�ication for Payment filled out and signed by Contracior covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by ihe Coniract Documents. 3. If payrnent is requested on the basis of materials and equipment not incozporated in the Work but delivered and suitably stared at the Site or at another Iocation agreed to in writing, thc Application for Payment shall afso be accompanied by a b�11 of sale, invoice, or ather documentation warranring that City has received the �naterials and equipment free and clear of all Liens and evidence that the materials a�id equipment are eovered by appropriate insurance or other arrangements to �roiect City's interest therein, all of which must be satisfactory to City. 4. Beginning witl� the second Application for Payment, each Application shall include an affidavit of Contractor stating that previous progress payments received ofl accaunt of ihe Work have been applied on account to discharge Contractor's legitiznaie obligations associated with prior Applications for Payment. 5. The amount of retainage with respect to progress payments will be as stipulated in ihe Contract Documents. C1TY OF FOiiT WOR'T'H LIT'TL� H'OSSIL C12EEK ll+3TERCEPTOR (M-292) STANAARD CONSTEiUCTIpt�I SPECIFICATION DOCI)MENTS CITY PROJECT NO. 019G0 Revision: Febmary2,2016 007200-1 G�NERAL COMDlTIONS Page 53 of 63 B. Review ofApplications: 1. City will, after receipt of each Application for Payment, either indicate in writing a recommendation of payment or return the Application to Contractor indicating reasons for refusing payment. In #he latter case, Contractor may ma�ce the necessary correciions and resubmit the Application. 2. City's processing of any payment requested in an AppIication for Payment will be based on Ciiy's observations of the executed Wark, and on City's review of the Application for Payment and the accompanying data and schedules, that to the best of City's knowledge: a. the Work has progress�d to the point indicated; b. the quality of the Wor�C is generally in accordance with the Contract Dacuments (subject to an evaluation of the Work as a functioning whole priar to or upon Final Acceptance, the results of any subseyuent tests called for in the Contract Documents, a final determination af quantities and classifications for Work performed under Paragraph 9.05, and any other c�ualificatians stated in the recommendation). 3. Processing any such payment will not thereby be deemed to have represented that: a. inspections made to check the quality or the quaniity of the Work as it has been performed have been e�austive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyand the responsibilities specifically assigned to City in the Contraci Documents; or b. there may not be other matters or issues between the parties that m�ght entitle Contractor to be paid additionally by City or entitle City to withhold payment to Contractor, or c. Contractor has complied with Laws and Regulations applicable to Contractor's performance of the Work. 4. City may refuse to process the whole or any part of any payment because af subsequently discovered evidence or the resuits of subsequent inspections or tests, and revise or revoke any such payrnent previously made, to such extcni as may be necessary ta protect City fram loss because: a. ihe Work is defective, or the completed Wark has been damaged by the Contractor ar his subcontraciors, requiring correction or replacement; b. discrepancies in quantities cantained in previous applications for payment; c. the Contract Price has been reduced by Change Orders; d. City has been required to correct defective Work ar complete Work in accordance with Paragraph 13.09; or C1TY OF PORT WORTH LiTTLE F'OSS1L CREEi{ 1NT�TZCEPT012 (M-292) $TANDAkII CONSTRUCTION SPECIPICATION �OCUMENTS CITY PROJECT NQ. Oi960 Revision: Pelm�y2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page 54 of G3 e. City has actual knowledge of the occurrence of any of tlae events enumerated in Paragraph 15.02.A. C. Retainage: 1. For contracts less than $400,OOQ at the time of execution, retainage shall be ten percent (10%). 2. For contracts greater than $400,000 ai the tinnc of execution, retainage shall be iive percent {S%). D. Liquidated Damages. For each calendar day thai any work shall re�nain uncompleted after the time specified in the Contract Documents, the sum per day specified in the Agreement, will be deducted from the monies due the Contractor, not as a penalty, but as liquidated damages suffered by the City. E. Payment: Contractor will be paid pursnant to the requirements of this Articic l4 and payment will become due in accordance with the Contraci Documents. F. Reduction in Payfnent: 1. City may refuse to make payment of the amount requested because: a. Liens have been filed in connection wiih the Work, except where Contractor has delivered a specific bond satisfactozy to City to secure the satisfaction and discharge of such Liens; b. there are otheg itcros entitling City to a set-off against the amount reco�nmended; or c. Ciiy has actual lrnowledge of ihc occurrence of any of the events enumerated in Paragz'aphs ] 4,p2.B.�.a through 14.02.B.4.e or Paragraph 15.02.A. 2. if City reiuses to make payinent of ihe amount requested, City wi11 give Contractor written notice stating the reasons for such action and pay Contractor any amount remaining after d�duction of the amour�t so withheld. City shall pay Contractor the arnount so withheld, or any adjustment thereto agreed to by City and Contractor, when Contractor remedies the reasons for such action. 14.03 Cor�t�acto�'s Warranty of Title Contractor warrants and guarantees xhat title to all Work, materials, and equipment covered by any Application for Payment, wlaether incorparated in the Project or not, will pass to City no later than the timc of payment free and c�ear of all Liens. CtTY OF �ORT WORTH LITTLE FOSSIL CREEK 1NTERCSI'TOR (M-292) STANDAliD CONSTRUCTION SPECIFICATION DOCUMENTS CI7Y PROJECT 1�0. 01960 Revisirnr Pobniaiy2,2076 00 �z oo - i G�N�RAL CON�ITIONS Pagc 55 of 63 14.04 Partiul Utilization A. Prior to Final Aeceptance of all the Work, City rnay use or occupy any substantially completed part of the Work vvhich has specifically been identified in the Contract Documents, or which Ciry, detertnines constitutcs a separateiy functioning and usable part of the Work ihai can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occ�py any such part of the Wark which City determines to be ready far its intended use, s�bject to ihe following conditions: 1. Contractar at any time rnay notify City in writing that Cantractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notiftcation as enumerated in Paragraph 14.OS.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part oi the Wark to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization �will not consiiti�te Final Accepiance by City. I4.05 Finc�llraspection A. Upon written notice from Contractor that t�e entire Work is complete in accordance with the Coniract Documenis: 1. wzihin 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of a11 particulars in which this iaaspection reveals that the Work is incomplete or defective. Contractor shall immediate�y take such measures as are necessary to complete such Work or remedy such deficiencies. B. No time charge will be rnade against the Contractor between said date of noti�cation of the City and the date of Fina1 Inspection. Should the City determine that the Work is not ready for Final Inspection, City will notify the Contractor in writing of the reasons and Contract Time will resume. 14.06 Final Acceptance Upon completion by Contractor to City's satisfaction, of any additional Work identified in t�e Fina1 Inspec�ion, City wi11 issue to Contractor a Iettcr of Final Acceptance. CITY OF FORT WORTA LITTLE FOSSIi. CItEEK INTERCEPTOR (M-292) STANDARD CdNSTRiJCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 0196U Rcvision: Fcbn�y2, 2016 00 �z oo - � GENERAL CONDITIONS Page SG uf 63 14.07 Final Payment A. Application for Payment.: 1. Upon Final Acceptance, and in the opinion oi City, Coniractor may rnake an application for final payment %llowing ihe procedure for progress payments in accordance with the Contract Documents. 2. The final Application for Payment shalI be accampanied {except as previously delivered} by: a. all documentaiion called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; b. consent of the sure#y, if any, to final payment; c. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and d. af�idavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. B. Payment Becomes Due: 1. After City's acceptance of the Application far Payment and accompanying documentation, requested by Coniractor, less previous payments made and any sum City is entitled, incl�ding but not limited to liquidated damages, will become due and payahle. 2. After afl Damage Claims ha�e been resolved: a. directly by the Coniractor or; b. Contractar provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 3. The makit�g of the final payment by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifcally coniinue thereafter. ] 4.08 Final Conapletio�t Delayed and Partial Retainage Release A. If fina� completion of the Work is significantiy delayed, and if City so confirms, City may, upon receipt of Contractor's �nal Application far Payment, and without terminating the Contract, make payment of the balance due for that partion of the Work fizlly completed and accepted. If the remaining ba�ance to be held by City for Work not fulIy completed or corrected is less than the retainage stipulated in Para�raph 14.02.C, and if boaids have been �urnished as required 3n Paragraph 5.02, the written consent of the surety to the payment of the balance due %r that CITY pF FORT WORTH LITTLE FOSSIL CREEK lldTERCEPTOR (M-292) STANDARil CONSTRUCTION SP�CIFICATION DOCUMENTS C1TY PROJECT NO. 01960 Rcvision: Febmary 2, 20 ] 6 D07200-1 G�NERAL CONDITI�NS 1'age 57 of 63 portion of the Work fiilly campleted and accepted shall be submitted by Contracior to City with the Application �or such payment. Such payment shall be made under the terms and conditions governing final paymeni, except that rt shail not constitute a waiver of Contract Clai�s. B. Partial Retainage Release. For a Contract that provides far a scparate vegetative establishtnent and maintenance, and tesi and pexforxz3ance periods foliowing the completion of all other cons�-uction in the Contract Documents for all Work locations, the City may release a portion of the amount retained provided that a�l other work is completed as determined by the City. Before the release, all sUbmittals and �nal quantities must be completed and accepted far all other work. An amount sufficient to ensure Contract compliance will be refained. 14.09 Waive�' of Claims The acceptance af final payment will constitute a release of the City from a11 claims ox Iiabilities under thc Contract for anyihing done or furnished or relating to the work under the Contract Documents or any act ar neglect of City related to or connected with the Contract. ARTICLE 1�-- SUSPENS�ON OF WORK AND TER1V11NATION 15.01 City May Suspend Work A. At any titne and without cause, City may suspend the Work or any portian ihereof by written notice to Contractor and which may fix t�e date on which Work will be resum�d. Coniractar shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City wi11 make no extra payment for stand-by time oiconstruction equipment and/or construction crews. B. Should the Contractor not be able to cornplete a portian of the Praject due to causes beyo�id tl�e control of and witliout the fault ox negligence of ihe Contractor, and should it be detertnined by mutual consent of the Contractor and City that a solution io allow construciion to praceed is not available within a reasonable period of time, Cantractor may request an extension in Contract Time, directly attributable ta any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shalt store a11 materials in such a manner that they will noi obstruct or irripede the public uru�ecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the wark, and erect temporary structures where necessary. D. Contractor may be xcirzabursed for the cost of moving his equipmeni off the job and returning the necessary eyuipment to the job when it is determined by the City that consiruction may be resumed. Such reimbursement shall he based on actual cost to the Contractor af moving the cyuipment and no profit will be allowed. Reimbursement may not be allowed af thc equ�pment is moved to another construction project far the Ciiy. C1TY OF FORT WORTH LITTLE FOSSIL Cf2F,EK 1NTEitCEPTOR {M-292) STANDARD CONSTRUCTION SPECIFICA'£ION DOCUMEA3T5 GITY PROJ�CT NO. 019G0 Revision: FeUn�uy 2, 2D 16 007200-1 GEfVERAL CQNDITIONS Page 58 of 63 15.02 City May Terrninate for Cause A. The occurrcnce of any onc or mare of the following eve��ts by way of example, bui not of limitation, may justify termination for cause: 1. Contractor's persistent fai�ure to perfoz-m the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from timc to time puz�suant to Paxagraph bA4, or failure to adhere to the City's Business Diversity Enterprisc Ordinance #20020-12-2011 established under Paragraph 6.06.D); 2. Contractor's disregard of Laws or Regulatians of any public body having jurisdiction; 3. Contractor's repeated disregard of flie autliority of City; or 4. Contractor's violation in any subsiantial way of any pro�isions of tf�e Coniract Documents; or 5. Contractor's fai�ure to promptly make good any defect in mater�als or workmanship, or defects of any nature, t�e correction o� which has been directed in writing by the City; or 6. Substantia� indication thaf the Contractar has made an unauthorized assignment af the Contract or any funds due therefrom for the beneft of any creditor or for any other purpose; or 7. Substantial evidence that the Contractor has become insolvent or bankrup#, or otherwise financially unable to carry on tl�e Work satisfactorily; or 8. Contractor commences legal action in a court of competent j�arisdiction against the City. B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written notice to Contractor and Surety to arrange a conference with Contractor and Surety to address Contractor's failure to perform the Work. Conference sha11 be held not later than 15 days, after receipt of notice. l. If the City, ihe Cantractor, and the Surety do not agree to a11or� tile Contractor to proceed to perform the construction Coniract, ihc City zx�ay, to tla� extent permitted by Laws and Regulations, declare a Coniractar deiault and formally terminate the Contractar's ri�ht to complete the Contract. Contractor default shall not be deciared earlier than 20 days after ihe Contractor and Surety have received notice of conference to address Cotitractor's failure to perform the Work. 2. If Contraciar's services a�e terminated, Surety shalI be obligated to takc over and perform the Work. If Surety does not commence performance thereof within 15 consecutive calendar days after date of an additional written notice demanding Surety's perfarmance of its CITY OF FORT WOIZTH LITTLE FOSSIL C�EK INTERCEPTOR (M-292) STANI7ARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT iYO. 01960 Rcvision: Febn�ary 2, 2016 00 72 00 - 1 GENEf2AL CONDITIONS Page 59 of 63 obligations, then City, without process ar actian at law, may take over ar�y portion of the Work and complete it as described below. a. If City completes thc Work, Ciry may exclude Contractor and Surety from the site and take possession of fihe Work, and all materials and equipment incorporated into the Work stored at the Site or for which City has paid Contractor or Surety but wI�ich are stored elsewhere, and finish the Work as City may deem expedient. 3. Whether City or Surety completcs the Work, Coniractor shalI not be entitled to receive any furt�er payment until the Wark is finished. If the unpaid balance of the Coz�tract �xice cxc�eds all claims, costs, losses and damages sustained by City arising out of or resulting iram completing the Work, such excess will be paid to Contractor. If sucn clai�ns, costs, losses and damages exceed such unpaid balance, Coniractor sha�l pay the difference to City. Such claims, costs, losses and damages incurred by City will be incorporated in a Change Order, provi�ed that when exercising any rights or remedies under ihis Paragraph, City shall not be required to obtain the lowest price for ihe Work pexformed. 4. Neiiher City, nor any of its respective consultants, agents, officers, directars or employees shall be in any way �iable or accountable ta Contractor or Surety for the method by which the completion of the said Work, or any portion thereof, tnay be accomplished or for the price paid therefar. 5. City, notwithstanding the method usea in completing the Contract, shall not forfeit the right to recover damages from Contracior or Surety fox Contractor's failure to timely complete the entire Contract. Contractor shall not bc entitled to a�y claim an accouni of the method used by City in compleiing the Cantract. 6. Maintenance o� the Work shalI continue to be Contractor's and Sla�-ety`s responsibilities as provided for in tl�e bond requirements oi the Contract Documents or any special gUarantees provided for r.rnder the Contract Documents or any other obligaiions otherwise prescribed by law. C. Notwithstanding Paragraphs 15.02.B, Contractar's services will nat be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct iis failurc to perform and proceeds diligcntly to cure such failure within no more than 30 days of receipt of said notice. D. Where Confractor's services have been so terminated by City, tl�e termination will not affect any rights or remedies of City against Contractor then existing or which may therea#ter accrue. Any retention or payment of moneys due Contractor by City will nat release Contractor from liability. E. If and io the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.02, the termination procedures of that bond shali not supersede the provisions of this Article. CITY OF FORT WORTH LITTL� FOSSIL CREEK INTERCEPTOR (M-292) STANDARD CONSTi2UCTION SPECIFICATION AOCUMENTS C1TY PROJECT NQ. 01960 Revision: Fe6nrazy 2, 2016 007200-1 GEIdERAL CdNDITIONS Page 60 of 63 15.03 City �Iay Terminate For Convenience A. City may, without cause and without prejudice to any other right or remedy oi City, terminate the Cantract. Any termination sha11 be effected by mailing a notice of the termination to the Contracior specifying the extent to vvhicn performance of Work under the contract is terminated, and the date upon which such tez-tnination becomes effective. Receipt of the notice sha11 be deemed conclusively presumed and established when the leiter is placed in the United States Postal Service Mail by the City. Further, it sha11 be deemed conclusively presumed and established that such tcrmination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the City regarding such discretianary actiion. B. After receipt of a natice of termination, and except as otherwise directed by the City, the Contractor shall: 1. Stop work under the Contract on the date and to ihe extent specified in the notice of termination; 2. place no furiher oxders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the Work under ihe Contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of the Work terminated by natice of termination; 4. trans%r tiile to the City and deliver in the manner, at the times, and to the extent, if any, directed by the City: a, the fabricated or unfabricated parts, Work in progress, completed Work, supplies and other material produced as a part of, or acquired in connection with the performance of, the Work terminated by the notice of the termination; and b. tk�e completed, ar partially completeci plans, drawings, information and other property which, if the Contract had been completed, would have been required to be furnished to the City. 5. complete performance of such Work as shall not have been terrninated by the notice of termination; and 6. take such action as may be necessary, or as the City may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which thc awner has or may acquire the rest. C. At a time not later than 30 days aft�r the termination date specified in the notice of termination, the Contraetor may submit to tlre City a list, certified as to quantity and quality, of any or all items of termination inventory not previousl�+ disposed of, exclusive of items the disposiiion of which has been directed or authorized by City. CITY OF FORT WORTH LITTLE FpSSiL CREEK INTERCEPTOR (M-292) STANDAItD CONSTRUCTION SPECiPICATIpI+l DOGUMENTS CITY PROJECT NO. 01960 Revision: Febmtuy 2, 201 G QO 72 0�1- 1 GENERAL CdNDITIONS Page61 ofG3 D. Not later than 15 days thereafter, the City sha11 accept tiile to such items provided, that the list submitted shall he subjcct to verification by the City upon removal of the items or, if the iterns are stored, within 45 days from the date of submissian of the 1ist, and any necessary adjust�nents to corrcct the list as submitted, shall be made prior to final settlement. E. Not latex than 60 days after the notice of termination, the Contractor shall submit �is terminaiion claim to the City in the form and with the certification prescribed by the City. Unless an extension is made in writing wit�in such 60 day period by the Contractor, and granted by the City, any and all such ctaims shall be conclusi�ely deemed waived. F. In such case, Contractor sha11 be paid for (without duplication of any items): 1. completed and acceptable Work executed in accordance with the Contract Documents prior to ihe effective date of termination, includin� fair and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit an such expenses; and 3. reasonable expenses directly attributable to termination. G. Iu the event of the failure of t11e Contractor and City to agree upon the whole amoUnt to be paid to the Coniractor by reason of the te�-imination of the Work, the City shall determine, on the basis of infoz7nation available to it, the amount, if any, due io the Contractor by reason of the termination an� shall pay io the Contractor the amounts determined. Contractor shall not be paid on account af loss of anticipated profits or revenue or ather economic Ioss arising out oi ar resulting from such termination. ARTICLE 16 -- DISPUTE RESOLUTION 16.01 Metlzods and Procedures A. Either City or Contractor may rec�uest mediation of any Contract Clairn submitted for a decision under Paragraph 10.06 before such decision becomes �nal and binding. Thc requ.est for mediation shall be submitted to the other �arty to the Contract. Timeiy submissian of the request shall stay the effect oiParagraph 10.06.E. B. City and Contractor shall par�icipate in the mediation process in good faith. The process shall be cornmenced within b0 days of filing ofthe request. C. If the Contract Claim is not resolved by rnediaiion, City's action under Paragraph 10.06.0 or a denial pursuant to Paragraphs 10.06.C.3 or lOAb.D shall become final and binding 30 days after termination of the mediatian unless, within that time period, City or Contractor: C1TY Or FORT WORTH L11'f'LE FOSSIL CREEK INTERC�PTOR (M-292) STANDARD GONSTRUCTIQN SPECIFICATION DOCUMT:NTS CITY PROJECT NO. 01460 Rcvision: Fcbtuary2, 2016 aonoo-� GEIVERAL CONDITIONS Pagc 62 of 63 l. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Canc�itions; or 2. agrees with the other party to submit the Contract C1aim to another dispute resolution process; or 3. gives written notice to the other party of the intent to submit the Contract Claim to a court af competent jurisdiction. ARTICLE 17 — MISCELLANEOUS 17.0� GivingNotice A. Whenever any pravision of the Contract Documcnts rec�uires the giving of written noticc, it will l�e deemed to have heen validly given if: 1. delivered in person to the individual or ta a member af tiie firm or ta an officer of ihe corporation fbr whom it is intended; or 2. deliverea at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the �iotice. B. Busincss address changes must be promptly made in writing to ihe othcr party. C. Whencver the Contract Documents specifies giving notice by electronic �neans such electronic natice shall be deemed sufficient upon confirmation of receipt by the receiving party. I 7.02 Computation of Tirnes When any period of ti�ne is referred to in the Contract Documents by days, ii will be computed to exclude the firsi and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a�egal holiday the next Working Day shall became the last day of the period. 17.03 Cumulative Remedtes The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition ta, and are nat to be construed in any way as a limitation of, any rights and remedies availabie to any or a11 of them which are othcrwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by oiher pravisions of the Cantract Documents. The provisions of ihis Paragraph will be as effective as if repeated specifica]ly in the Contract Documents in connection with each particular duty, oblrgation, right, and remedy to which they apply. CITY OF PORT WORT�i LITTLE FOSSIL GREEK iNTCRCi'PTOR (M-292) STANDARD CONSTRUCTION SPECII�ICATION ➢OCUM�NTS Ci?Y 1'ROJECT NO. 01960 Revision: Febnrary 2, 2016 00 72 QO - 1 GENERAL CdNDITIONS Pagc b3 of G3 17.04 Su�vival of Obligations All representations, ind�mni�cations, warranties, and guarantees made in, required by, or given in accardance with the Contract Documents, as well as a11 continuing obligations indicated in the Contract Documents, will survive final payment, compleiion, and acceptance of the Work or termination or completion of the Contract or terminaiion of the services of Contractor. 17.05 Headings Article and paragraph headings are inserted for convenience only and do not constiiuie parts of these General Coaaditions. CITY OP �ORT WDRTH LITTLE FU$SIL C1iEEK INTERGEPTOR (M-292) STANDARD CONSTRUCTION SPECIFICATIOId DOCUMSNTB CITY PRO.T�CT NO. 01960 Revisian: Pcbnu�y 2, 2016 007300-1 SUPPLEM�NTARY CONDITIONS Page 1 of �F sECTiorr oa 73 00 SUPPLEMENTARY CON�iT10NS TO GENERAL CONDITIONS Supplementary Conditions These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other provisions of the Cont�•act Documents as indicated below. All provisions of the General Condiiions that are modified or supplemented remain in full force and efFect as so inodified or supplemented. All provisions of the General Conditions which are not so modified or supplemented remain in full force and effect. De�ned Terms The terrns used in these Supplementary Conditions which are defined in the Generaf Conditions ha�e the meaning assigned to them in the General Conditions, unless specifcally noted herein. Modifications and Supplements The following are instructions that modify or supplement specific paragraphs in the Genea•af Conditions and aiher Contract Documents. SC-3.U3B.2, ��Resolving Discrepancies" Plans govern over Specifieations. SC-4.OlA �asement timits shown on the Drawing are apgroximate and were p►•ovided to establish a basis for bidding. Upon receiving the final easements descriptions, Contractor shall compare them to the lines shown on the Coniract Drawings. SG4.91A1., "Avai[ability of Lands" The fo[lowing is a list of known outstanding right-of-way, andlor easements to be acquired, if any as of 04/17/2018 Outstanding Right-Of-Way, and/or �asements to Be Acquered PARCEL OWNER TAftGET DATE NUMBER OF A4SSESSiON NONE The Contractor understands and agrees that the dates iisted above are estimates only, are not guaranteed, and do not bind the City. If Gontractor considers the final easements provided to differ materially fram the representations on the Contract Drawings, Contractor shall within five (5) Susiness Days and befora proceeding with the Work, notify City in writing associated with the differing easement line locations. CITY OF FORT WORTH LITTLC FOSSIL GREBK INTERCEPTOR (M-292) STANDARD CONSTRUCTION SPGC[f7CA7'[ON DOCUMENTS CITY PROII:CT NO. 0 f 9G0 Revised January 22, 2016 ao �3 ao - z SUPPLCMENTARY CdND1T10NS Page 2 of 4 SC-9.O1A.2, "Availability of Lands" Utilities or obstructions to be removed, ad,justed, and/or relocated The following is list of utilitias and/or obstructions that have not been removed, adjusted, and/or relocated as of November 7, 2019 EXP�C7'�D OWNER Atmos Relocation of �as main in Minot TARGET DATE OF ADJEJSTMENT 11/30/2Q19 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City. SG4.02A., "Subsurface and Fl�ysical Conditions" The fol lowing are reports of explorations and tests of subsurface co�ditions at the site of the Work: Praject: CPN #1Q1119 �.ittle Fossil Creek Sewer Replacement Contract 20I8, Contract 1& WSM-B: Geotechnical En�ineering Report dated D�c�mber 2013, prepared by Gorrondona & Associates, a cansultant ofthe City, providing additional information on the subsurface conditions of the sewer lines aff�cted �n this conh•act. SEE APPENDIX GC-4.Q2 Subsurface and Physical Conditions The folIowing are drawings of physical conditions in or relating to existing surface and subsurface sh•uctures (except Underground Facilities) which are at or contiguous to the site of the Work: None SC-4.O6A., "Hazardous Environmenta! Conditions at Site" The following are reports and drawings of existing hazardous environmentaI conditions knawn to the City: None SC-5.43A., "Certificates of insurance" The entities listed below are "additional insureds as their interest may appear" including their respective officers, directors, agents and employees. {�� City (2) Consultant: PARSONS (3) Other: NONE SC-S.04A., °°Contractor's Insurance" 'I'he limits of liability far the insurance required by Paragraph GC-5.04 shall pravide the follawing coverages for not less than the following amounts or greater where required by laws and regulations: 5.04A. Workers' Compensation, under Paragraph GC-5.04A. �tatutory fimits Employer's liability $100,D60 each accident/occurrence $100,000 Disease - each employee UTILITY AND LOCATION C1TY OF FOR"f WORTH LI'1"I'LE FpS51L CREEK INTERCEPTOR (M-292) STANDARD CO3V5`�RUC7'10%T SPECIFICATION DOCUMENTS CiTY PRO,lECT NO. 01960 Revised ]anuary 22, 20 [ 6 007300-3 SUPYLEMENTARY CONllI'1'IONS Fage 3 of 4 $500,000 Disease - policy limit SG5.04B., "Contractor's Insurance" 5.04B. Commercial General Liability, undar Paragraph GC-S.Q4B. Contractor's Liability lnsurance under Para�raph GC-5.048., which shall be on a per project basis coverin� the Contractor with minimum limits of: $1,000,000 each occ�rrence $2,000,000 aggregate limit The policy musi haue an endorsement (Amendment — Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. The Commercial General Lrability Insurance policies shall provide "X", "C", and "U" coverage's. Verification oisuch coverage must be shown in the Remarks Article of the Certificate of Insurance. SC 5.64C., "Contractor's Ynsurance" 5.04C. Automobile Liability, under Paragraph GC-5.04C. Cont�•actor's Liability Insurance under Paragraph GC-5.04C., which shall be in an amount not less than the following amounts: (1} Automobile LiAbility - a commercial business policy shall p3•ovide coverage on "Any Auto", c#e�ned as autos owned, hired and non-owned. $1,000,000 each accident on a combined singfe limit basis. Split fimits are acceptabte if limits are at least: $250,OOQ Bodily Injury per person / $SOO,OOU Bodily injury per accidant / $100,OQ0 Property Damage SG5.04D., �°Contractor's insurance" The Contractor's construction activities will raquire its employees, agants, subcontractors, equipment, and material deliveries to cross 2•ailroad properties and t�•acks: NON� SC-6.04., `°Project Sched�le" Project sched�le shall be tier 3 for the projeet. SC-6.47., "Wage Rates" The following is the prevailing wage rate table(s} applicable to this project and is provided in the Appendixes: GC-6.07 20�0 Pre�ailing Wage Rates (TX20200Q26) SG6.09., "Permits and Utilities" SG6.U9A., ��Contractor obtained permits and licenses" The foIlowing are known permits and/or �icenses required by the Contract io be acquired by the Contractor: NONE SC-6.04B. "City obtained permits and licenses" The following are known permits and/or lieenses required by the Contract to be acquired by the City: NONE CITY DF FORT WORTII LITTI�G F'OSSIL CR��K INT�RC�PTOR (M-292) ST'ANDARD CONSTRUCT[ON SPECIFICATION DOCUMENTS CITY PROJECT NO. 01960 Revised 3anuary 22, 2016 007300-4 SUPPLEMENTARY COIVDITIOMS Page 4 of 4 SC-6.09C. "Outstandin� pe�•�nits and licenses" The Following is a list oFknown outstanding permits and/or licenses to be acquired, if any as of 04/17/2QI8 Outstanding Permits and/or Licenses to Be Acquired OWNER PERNIIT OR LICENSE AND LOCATION TARGET DATE OF P�SSESSION NONE SC-7.U2., "Coordination" The individuals or entities listed below have contracts with the City for the perfarmance of other work at the Site: Vendor Sco e of Work Coorciin�tion Authorit NONE SC-8A1, "Commanications fo Contractor" NON� SC-9.01., "City's Project Manager" The City's Project Manager for this Contract is Walter Norwood, PE, or her successor pursuant to written notification from the Director of Water Department. SC-13.03C., "Tests and Inspections" NONE SC-16.pIC.1, "Methods and Procedures" NONE END QF SECTION Revision Log DATE NAME SUMfVIARY OF CHANGE 1 /2 212 0 1 6 F. Griffin SC-9.D1., "City's Project Representati�e" wording changed to City's Project Manager. CITY OF FOR7' WOIiTH LITTLE FpSS1L CR�EK IN'fERCEPTQR (M-292} STANDARD COIVSTRUGTl01� SPEC[FiC�1'I'101� DQCUMBNTS CITY PROJECT NO. 01960 Revised January 22, 2016 Div�sion Ol Gen�ral l��quirem�nts o>>ioo-� SLJNEMARY OT' WORK Page 1 of 3 SECTION 0� 11 00 SUMMARY OF WORK PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Summa�y of Work to be performed in accarda».ce with the Co�tract Documents B. Deviations from this City of Fort Worth Standard Specificatian 1. None. C. Aelated Specificatian Sections include, but are not necessarily limited to: 1. Division 0- Bidding Requireinents, Contract Forms, and Conditions of the Contract 2. Division 1- General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is eonsidered subsidiaay to tl�e various items bid. No separate payznent will be allawed for this ltem. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE R�QUIREMENTS A. Work Covered by Contract Documents 1. Work is to include fuinishing all labor, materials, and equipment, and perfonning all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work Any and all Work specifically governed iay documentary requirerr�ents for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and tl�e item is nat a typical unit bid item included on the standard bid item list, then tl�e itein shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of prejnises uuder direction Qf the City, 2. Assume �ull responsibility for protection and safekeeping of materials and equipment stored on the Site. Use and occupy only portions of the public streets and alleys, or other public places or other rights-of-way as provided for in tlie ordinances of the Ciry, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. a. A reasonable a�nount of toals, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. GITY OF FOftT WORTH LITTLE FOSSIL CREEK INTERCEPTOit (M-292) STANDARD CONSTRUCTION SPECIFICATION DOCUMTNTS CITY PROJECT NO.O] 960 Itcviscd December 2Q 2012 o� iioo-z SUMMAI2Y OF WOf2K Pagc 2 of 3 b. �xcavated and waste inaterials shall be stored in such a way as not to interfere with the use of spaces that may be designated to be left free and unobsiruct�d and so as not io inconvenience occupants of adjacent prop�rty. c. Ifthe street is occupied by railroad tracks, the Work shall be ca�ried on in such manner as not to inierfere wiili the operation of the railroad. 1) All Work shall be in accordance with rail�oad requireinents set forEh in Division 0 as well as the railroad permit. D. Work within Easements 1. Do not enter upon private property for any purpose withoui having previously obtained permission from the owner of such property. 2. Do not store equipinent or material on private property unIess and until the specified approval of the property owner has been secured in writing by the Contractor and a copy furnished tQ the City. 3. Ur�less specifically provided otherwise, cIear all rights-of-way or easements of obsmactions which rnust be removed to make possible proper prosecutio�i of the VLjork as a part of the pro�ect construction operations. 4. Preserve and use every precaution to prevent damage to, ali trees, shrubbery, p�ants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas lines, to aIl conduits, overhead pole lines, or appu�tenances thereof, including the coa�structaon of teinporary fences and to all other public or private property adjacent to the Work. 5. Notify the proper representatives of the owners ar occupants of the public or private lands of interest in lands which might be affected by the Work. a. Sucl� notice shall be made at least 48 hours in advance of the beginning of the Work. b. Notices shall be applicable to both public and private utility companies and any corporation, company, individual, or otlier, either as owners or occupa.nts, whose land or interest in land might be affected by the Work. c. Be a�esponsible for all damage or injury ta property of any character resulting froin any act, oinission, neglect, or misconduct in the manner or method or execution of the Work, or at any time due to defective work, material, or equipinent. 6. Fence a. Restore all fences encounte�-�d and removed during co�struction of the I'roject to the original or a better tl�an original condition. b. Erect ternporary fencing in place of the fencing reinoved whenever the Work is not in pra�ress and when the site is vacated overni�ht, and/or at all times to provide site security. c. The cost for all fence work within easements, including removal, temporary closures and replaceinent, shall be subsidiary to the various items bid in ihe project proposal, unless a bid item is specifically provided in the proposal. CITY OF PORT WORTH LITTLE FOSSIL CR�EK INTERCEPTOR (M-292} $TANDAItT] CONSTRUCTION SP�CIFICATION DOCUMENTS CITY PROJECT NO. 01960 Revised Decentber 20, 2012 D11100-3 SUMMARY OF WORK Page 3 of 3 1.5 SUBMITTALS jNOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.'� CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUSMITTALS [NOT USED] 1.9 QUAL�TY ASSURANCE rNOT USED] 1.10 DELIVERY, STORACE, AND HANDLING [NOT USED] 1.1I FIELD [SITE] CONDITIONS [NOT USED] 112 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE C1TY OF FORT WORTH L1TTL�, FOSSIL CREEK INTERCEPTOR (M-292) STANDARD COI�'STRUCTION SPECIPICATiON DOCUII�EENTS CITY PROJECT MO. 01960 Revised llece�n6er 20, 2012 oizsoo-1 s��sT��ruTroN rRocFnuRrs Page 1 of 4 SECTION 01 25 00 SUBSTITUTION PROCEDURES PART1- GENERAL 1.1 SUMMARY A. SectiQn Includes: 1. The procedure for requesting the approval df substitutian of a praduct that is not equivalent to a product which is speci�ed by descriptive or performance criteria or de�ned by reference to 1 or more of the following: a. Na�ne of manufacturer b. Name of vendor c. Trade name d. Catalog number 2. Substitutions are not "or-equals". B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Aequirements 1.2 PRICE AND PAYMENT PROCEDURES A, Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENC�S �NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Request for Substitution - General 1. Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipinent and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names, or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other inanufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or-equals," as deierinined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions uader the follawing conditions: a. Or-equals are unavailable due to strike, discontinued productian o�products meeting specified requirements, or other Factors beyond conhal of Contractor; or, CiTY O� FOli'F WORTH LIT7'LE FOSSiL CREEK 1NTERCEPTOR (1VE-292) STANDARD CbMSTRUCTION SPECIFICATION T�OCLIMENTS CITY PRQ7ECT NO. 01960 Rcvised ]uly I, 2011 012500-2 SCII3STITUTION PRpCEDURE5 Page 2 of 4 b. Cont�•actor proposes a cost and/or time reduction incentive to the City. 1.5 SUBMITTALS A. See Request for Substitution Foim (attached) B. Procedure for Requesting Substitution 1. Subsiitution sliall be considered anly: a. After award of Contract b. Under the conditions stated herein 2. Subinit 3 copies of each written request for substitution, including: a. Docuinentation b. c. 1) Complete data substantiating compiiance of proposed substitution with Contract Documents 2) Data retating to changes in construction schedule, when a z-eduction is proposed 3} Data relatin� to changes in cost For products 1) Producf identification a) Manufacturer's name b) Telephone number and representative coniact name c) Specification Section or Drawing reference of ori�inally speciiied product, ancluding discrete name or tag number assigned to oa�iginal praduct in the Cpntract Dacuments 2) Manufacturer's literature clearly marked io shaw compliance of proposed product vvith Contract Documents 3) Itemized comparison of original and proposed product addressing praduct cl�aracteristics including, but not necessarily limited to: a) Size b) Coxnposition or anaterials of consta-uction c) Weigl�t d) Electrical or inechanical requirements 4) Product experience a} Location of past projects utilizing product b) Name ar�d telephone number of persons associated with referenced projects knowledgeable concerning proposed product c) Available field data and reports associaied with proposed product 5) Samples a) Provide at request of City. b} Samples became the property Qf the City. For canstruction methods: 1) Detailed description of proposed method 2) Illustration drawings C. Approval ar Rejection 1. Written approval or rejection of substituiion given by the City 2. City reserves the right to require proposed product to com�ly with color and pattea�n of speciiied product if necessary to secUre design intent. 3. In the event the substitution is appraved, the resulting cost and/ar time reduction will be docurnented by Change Order in accordance with the General Conditions. CrI'Y OP FORT WOItTH LITTL� TOSSIL CREEK INTERC�.P7'OR (M-292) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CtTY PROIECT NO. 01460 Revised July ], 2011 012500-3 SUBSTITUTION PROCT1liJRrS 1'age 3 of4 4. No additional contract time will be given for substitution. Substitution will be rejected if: a. Subinittal is not through the Contractor with his stainp of approval b. Request is not made in accardance with this Specification Section c. In the City's opinion, acceptance will require substantial revision of the original design d. In the City's opinion, substitution will not pea-�orm adequately the iunction consistent with tlie design intent 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEQUT SUBMITTALS [NOT USED] LS MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. In making request for substitution or in using an appj�oved product, the Contractox� represents that the Contractor: 1. Has investigated proposed product, and has deterrnined that it is adequate or superior in all respects to that specified, and that it will perform f�nction for which it is intended 2. Will provide same guarantee for substitute item as %r product specified 3. Will coordinate installation of accepted substitution inio Work, to include building inodifications if necessary, making such changes as inay be required for Work to be complete in all respects 4. Waives alI claims for additional cpsts related to substitution which subsequently arise 1.10 DELIV�RY, STQRAGE, AND HANDLING �NOT USED] 1.11 FIELD [SITE] CONDITIONS �NOT USED] 112 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Rcvision Log DATE NAME SUMMARY QF CHANG� C1TY OF FORT WORTH LITTLE FOSSIL CREEK IAfTEIZCEPTOR (M-292) STANDARD CONSTRLiCT10N Sl'ECIPICATION DOCUMGNTS CITY PROJ�CT Nd. 01960 Aevised July 1, 2011 fl� Zsoa-a SiJBST1TUT10N PROCI;DURES Page 4 of 4 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: TO: PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item foz- the above project: SECTION PARAGR.APH SPECIFIED ITEM �'ropased Substitntion: Reason for Substitution: lnclude coinplete information on changes to Drawings and/or Specifications which proposed substitution will requia�e for its proper installation. Fill in Blanks Below: A. Will the undersigned contracior pay for changes to the buiIding design, including engineering and detailing costs caused by the requested substitution? B. What efFect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's �uarantees of the proposed and specified iteins are: Equal Better (e�plain on attachment) The undersigned siates ihat the functiQn, appearance and quality are equivalent or superiar to the specified item, Submit�ed By: For Use by City Signature as noted Firrn Address Date Telephone For Use by City: Approved City Recommended Recaminended Not recommended Received late By Date Remarks Date Rej ected CITY OF FORT WORTH LITTLE FO551L CREEK IIVTERCEPTOR (M-292) STAAfDARD COI+ISTRUC'1'101+i SI'ECIFICATION DOCUMENTS CITY PROJIiCT IYO.O1960 Revised July 1, 2011 013] ]9-] PREWNSTRUCTION MEETING Page ] of 3 SECT�ON Ol 31 19 PRECONSTRUCTION MEETING PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Provisions for the preconstruction meeting to be held prior to the start of Work to clarify construction contract administration procedures B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Speciiicafion Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.� PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Wark associated with this Item is considered subsidiaiy to the various items bid. No separate payinent will be allowed far this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Attend preconstruction meeting. 2. Representatives of Contractor, subcont�actors and suppliers attending meetings shall be qualified and authorized to act on behalf of tl�e entity each represents. 3. Meeting administered by City inay be tape recorded. a. If recorded, tapes wiI1 �e used to prepare minutes and retained by City for future reference. B. Preconstruction Meeting 2 3. A preconstruction ineeting will be lield within 14 days af�er the execution of the Agreement and before Work is started. a. The meeting will be scheduled and administered by the City. The Project Representative will preside at the zneeting, prepare the notes of the meeting and distrii�ute copies of same to all participants who so request by fully completing the attendance farm to be circulated at the beginning of the meeting. Attendance shall include: a. Project Representative b. Contractor's project manager c. Contractor's superintendent d. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request C1TY O� FORT WORTH LITTLT rOSSIL CREEK INTERCEPTOK (M-292) STANDARD CONSTRUCTION SPECIPICATION DOCUMENTS CITY PROJECT Np. 019G0 Reviscd Aug��st 17, 2012 01 3l 19 - 2 PAECONSTRUCTION M��7'1NG Pagc 2 of 3 e. Other City representatives f. Others as appr�priate 4. Canstruction Schedule a. Prepare baseline construction schedule in accordance with Section O1 32 16 and provide ai Preconstruction Meeting. b. City will notify Conhactor of any schedule changes upon Notice oi Preconstruction Meeting. 5. Preliminary Agenda may inctude: a. Introduction of Project Personnel b. General Description of Project c. �tatus of righi-of-way, utility clearances, easeinents or other pertinent permits d. Cantractor's work plan and schedule e. Confiract Time f. Notice ta Proceed g. Construction Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Field Orders k. Disposal Site Letter for Waste Material 1. Ins�irance Renewals m. Payroll Certi�icataon n. Material C�rti�cations and Quality Control Testing o. Public Safety and Convenience p. Documentation of Pre-Construction Conditions q. Weekend Work Notification r. Legai Holidays s. Trench Safety Plans t. Confined Space Entry Siandards u. Coardiyaatia�� with the City's representative for operations of existing water systems v. Sfoiin Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning Systein y. Cantractor Evaluation z. Special Conditions applicabie to the project aa. Damages Claims bb. ,Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing ee. Record Drawings ff. Temporary construction facilities gg. M/WBE or MBE/SBE procedures hh. Final Acceptance ii. Final Payment jj. Questions or Comments C1TY OF FORT WORTH LITTLE FbSSIL CREEK INTrRCP;PTOR (M-292) STANDARD COi�TSTRT3CTION SPECIFICATIOAf DOCUMEIVT5 CITY PKO]ECT NO. 01960 Itevised August 17, 2012 Ol 3] 19-3 PRECONSTRUGTIO]V MEETING Page 3 of 3 1.S SUBMITTALS [NOT USED] l.b ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS �NOT USED] 19 QUALITY ASSURANCE �NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.1� WARRANTY [N�T USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NQT USED] END OF SECTION Revision Log DATE NAME SUMMAI2Y OF CHANGE CITY OF FORT WORTH LITTLE POSSIL CR��K INTERCEPTOR (M-292) STANDARD CONSTRUCTION SPI3CIPICATIOi�I DbCUiv1E1+lTS C1TY PRO.IECT NO. 01960 Revised August ] 7, 2012 O13120-i PROJ�CT M��;TIIVGS Pagc 1 of 3 SECTION O1 31 �0 PROJECT MEETINGS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Provisions for project meetings throughout the conshuction period to enab�e orderly review of the progress of the Work and to provide far systeinatic discussion of poter�tial problems B. Deviations this City of �ort Worth Standard Specification 1. None. C. Related Specification Sections include, but are nof necessarily �imited to: 1. Division 0— Bidding ReqUirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.� PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed far iliis Item. 1.3 REFERENCES [NOT USED] l.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Schedule, attend and adininister as specified, periodic progress meetings, and specially called meetings ihraughout progress of the Work. 2. Representatives of Cantractor, subcontractors and suppliers attending meetings shall be qualifed and autliarized to act on behalf o�t��e �ntity each represents. 3. Meetings administered by City may be tape recarded. a. If recorded, tapes will be used to prepare ininutes and retained by City for future reference. 4. Meetings, in addition to those spec��ed in this Section, may be held when requested by the City, Engineer or Contractor. B. Pre-Construction Neighborhood Meeting 1. After the execution of ihe Agreement, but before construction is allowed to begin, attend 1 Public Meeting with affected residenis to: a. Present projected schedule, including consh-uction starC date b. Answer any construction reIated questions 2. Meeting Location a. Location of ineeting to be determined by the City. 3. Attendees CITY QF FORT WORTH LITTLE FOS$IL GREEK 1NTTRCTPTOR (M-292) STANDARD CONSTRUCTiON SPF.CIFiCATiON DOCU�riETlTS C1TY I'ROJECT NO. 01960 Rcviscd July 1, 2011 013120-2 PR07ECT MEETINGS Page 2 of 3 a. Cont�•actor b. Project Representative c. Other City representatives 4. Meeting Scl�edule a. In general, the neighborhood meeting will occur within the 2 weeks following the pj-e-construction conference. b. In no case will construction be allowed to begin until this m�eting is h�ld. C. Progress Meetings 1. Formal project coordination meetings will be held periodically. Meetings will be scheduled and adininistered by Project Representative. 2. Additional progress meetings to discuss specific topics will be conducted on an as- needed basis. Such additional meetings shall include, but not be limited to: a. Coordinating shutdowns b. Installation of piping and equipinent c. Coordination between ather construction projects d. Resolution of construction issues e. Equipment approval 3. The Project Representative will preside at progress meetings, prepare the notes of the ineeting and distribute copies of the same to all participants wl�o so request by fully completing the attendance form to be circulated at the beginning of each meetin�. 4. Attendance shall include: a. Contractor's project manager b. Contractor's superintendent c. Any subcantractor or supplier rep�•esentatives whom the Contractor may desire to invite or the City may request d. Engineer's representatives e. City's representatives f. Others, as requested by the Project Representative 5. Preliininary Agenda may include: a. Review o� Work progress since previous meeting b. Field obser�ations, probtems, conflicts c. Items which impede construction schedule d. Review of off-site fabrication, delivery scheduIes e. Review of construction interfacing and sequencing rec�uirements with oiher f. �� h. i. J• k. m. n. a. construction cont�-acts Corrective ineasures and procedures to ��egain projected schedule Revisions to construction schedule Pragress, schedule, during succeeding Work period Coardination of schedules Review submittal schedules Maintenance of quality standards Pending changes and substitutions Review proposed changes for: 1) Effect on construction schedule and on compleiion date 2) Effect on other contracts of the Project Review Record Documents Review monthly pay request C1TY OF FORT WORTH LITTLE FOSSIL CREEK ]]�lTERCEPTOR (M-292) STANDARD GONSTRUCTION SPECIFICATION DOCUMCNTS CITY PROJECT NO. 01960 Revised July 1, 201 ] 013120-3 PROJECT M�;�TINGS Pagc 3 of 3 p. Review status of Requests for Information 6. Meeting Schedule a. Progress meetings wi11 be held periodically as deterxnined by the Project Representative. 1} Additional ineetings may be held at the request of the: a) City b) Enginee�- c) Contractor 7. Meeting Location a. The City wiIl establish a meeting location. 1} To the exteni practicable, meetings will be held at the Site. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/lNFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBM�TTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLiNG jNOT USED) 111 FIELD [SITE] CONDITIONS [NOT USED] 112 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END 4F SECTIQN Revision Log DATE NAME SUMMARY OF CHANGE CITY OF PORT WORTH LITTLE FOSSIL CREEK 1NTERC�PTOR (M-292) STAI+lDAKU CONSTRUCTION SPFCITTCATION DOCUM�NTS CITY PROJECT NO. 01960 Revised July 1, 2011 013216-1 GONSTRUCTIQN PROGRE$$ $GHEDULE Page 1 of 5 SECTION Ol 32 �6 CONSTRUCTION PROGRESS SCHEDULE PART1- CENERAL 1.1 SUMMARY A. Seetion Tncludes: 1. General requirements for the preparation, subinittal, updating, status reporting and manageinent of the Construction Progress Schedule 2. Speci�c requirements are presented in the City of Foit Worth Schedule Guidance Document B. Deviations from this City of Fort Wortli Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requireinents, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRIC� AND PAYM�NT PROCEDURES A. Measurement and Payrnent 1. Work associated witl� this ltein is considered subsidiary to the various items hid. No separate payment will be allowed for this Item. 1.3 REFERENCES A. Deimitions Schedule Tiers a, Tier 1- No schedule submittal required by contract. Sinall, brief duration projects b. Tier 2- No scl�edule submittal required by cantract, but will require some inilestone dates. Small, brief duration projects c. Tier 3- Schedule submittal required by cont�-act as described in the Speci�cation and herein. Majority of City projects, including a1I bond prograin projects d. Tier 4- Schedule submittal required by contract as described in the Speci�cation and herein. Latge and/or complex projects with long durations 1} Exampies: large water pump station project and associated pipeline with interconnection to another governmental entity e. Tier 5- Schedule subinittal required by contract as described in the Specification and herein. Large and/or very complex projects with long durations, high public visibility 1} Examples xniglit include a water or wastewater ireatment plant 2. Baseline Schedule - Tnitial schedule sui�mitted before work begins that will serve as the baseIine for ineasuring pro�ress and departures from the schedule. 3. Progress Sehedule - Monthly submittal of a progress schedute dacwnenting progress on the project and any changes anticipated. CiTY OH FOAT WORTH LITTL� TOSSIL CREEK INTERCEPTOIt (M-292) STANDARD CONSTRUCTION SPECIFICA'CION DOCUMENTS C1TY PRO]ECT NO. D1960 Revised ]uly 1, 2011 013216-2 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 5 4. Schedule Narrative - Concise narrative ofth� schedule including schedule changes, expected delays, key sc�iedule issues, critica� path items, etc B. Reference Standards i. City of Fort Worth Schedule Guidance Docuinent 1.4 ADMINISTRATIVE REQUIREMENTS A. Baseline Schedule General a. Prepare a cost-loaded baseline �chedule using approved software and the Critical Fath Method (CPM} as required in the City of Fort Worth Schedule Guidance Docuineni. b. Review the draft cost-Loaded baseline Schedule with the City to demonstrate understandii�g of the work to be perforined and known issues and constraints related to the schedule. c. Desi�nate an authorized representative {Project Scheduler) responsible for developing and updating the schedule and preparing reports. B. Progress Schedule 1. Update the progress Schedule monthly as required in tl�e City of Fort Warth Schedule Guidance Dacument. 2. Prepare the Schedule Nanrative to accompany the inonthly progress Schedule. 3. Change Orders a. Incorporate approved change orders, resulting in a change of contract time, in the baseline Schedule in accordance witli City of Fort Worth Schedule Guidance Document. C. Respansibility for Schedule Compliance Whenevej• it becojnes apparent from the current progress Schedule and CPM Status Report that delays to the critical path have resuIted and the Contract coinpletion date will not be met, or wl�en so directed by the City, make some or all of the followin� actions at no additional cost to the City a. Submit a Recovery Plan to the City for approval revised baseline 5chedule outIinin�: �) A written statement of the steps intended to take to remove or anest the delay to the critical path in the approved schedule 2) Increase construction manpower in such quantities and crafts as will substantially eliminate the backlog o� work and return current Schedule to ineei projected baseIzne completion dates 3) Increase tiie nuinber af working hours per shif�, shifts per day, working days per week, the amount of construcYion equipment, or any combination of the faregoing, sufficiently to substantially eliminate the backlog of work 4) Reschedule activities to acl�ieve maximuin practical cQncurrency of accomp�isnment of activities, and comply with the revised schedule If no written statement of the steps intended to iake is submitted when so requested by the City, the City may direct the Contractor to increase the ievel of effort in manpower (irades), equip�nent and work scl�edule (overtime, weekend and holiday work, etc.) to be employed by the Contractar in order ta reinove ar arrest the delay to the critical path in the appraved schedule. a. No additional cost for such work will be considered. CITY OF FORT WDItTH LITTLE FOSSIL CR�EK 1NTERC�,PTOR (M-292) STANDARD CONSTRUCTION SPECIFICA`I'ION DOCUMENTS CITY PRQJECT NQ. 0196D Revised duly 1, 2011 O] 3216-3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of S D. The Contract coinpletion tiine will be adjusted only for causes specified in this Contract. a. Requests for an extension of any Contract co�npletion date must be supplemented with the following: 1} Furnish justificatian and supporting evidence as the City may deem necessary to determine whether the requested extension of time is entitled under the provisions of this Coniract. a} Tl�e City will, after receipt of such justification and supporting evidence, make findings of fact and will advise the Contractor, in writing thereof. 2) If the City finds that the requested extension of time is entitled, the City's determination as to the total number of days allowed for the extensions shall be based upon the approved total baseline scl�edule and on all data reIevant to the extension. a) Such data s�iall be included in the next updating of the Progress schedule. b) Actual delays in activities which, according to the Baseiine scl�edule, da not affect any Contract coinpletion date shown by the criticai patl� in the netwark will not be the basis for a change tllerein. 2. Submit each request for change in Contract completion date to the City within 30 days af�er the beginning of the delay for which a time extension is requested but before the date of final payment under this Contract. a. No time extension will be granted for requests which are not submitied within the foregoing time iianit. b. �rom time to tiine, it rnay be necessary for the Cantract schedule or comp�etion time to be adjusted by the City to refleet the effects of job canditions, weather, technical difficulties, strikes, unavoidable delays on the part of the City or its represen�atives, and other unforeseeable conditions which may indicate schedule adjushnents or co2npletion time extensions. 1) Under such conditions, the City will direct the Contracior to reschedule the work or Contract completion time to reflect the changed conditions and the Contractoz- shall revase his schedule accordingly. a) No additional connpensation wilI be made to the Contractor for such schedule changes exeept for unavoidable overall contract time extensions beyond the actual completion of unaffected work, in which case tl�e Contractor shall take all possible action to �niniinize any time extension and any additional cost to the City. b) Available flaat time in the Baseline schedule inay be used by the City as well as by the Contractor. 3. Float or slack time is defined as the amount of time between the earliest start date and the latest start date or between the earliest finish date and the Zatest finish date of a chain oiactivities on the Baseline Schedule. a. FIoat or slack time is not for the exclusive use or benefit of eithe�r the Contractor or the City. b. Proceed with work according to early start dates, and the City shall have the right to reserve and apportion flaat time according to the needs of the project. CITY OF FORT WORTH LITTL� �OSSIL CRCEi{ INTERCEPTOR (M-292} STA]+1DARD CpNSTfZUCT10N SPECINICATION llOCUMENTS CITY PROIECT NO. 0l960 Revised 7uly ], 201 i 013216-4 CONSTRUCTION PROGRESS SCHEDULE Pagc 4 of 5 c. Acknowledge and agree that actual delays, affecting paths of activities containing float time, will not have any effect upon contract completion times, providing that the actual delay does not exceed the float time associated with those activities. E. Coordinating Schedule with Other Contract Schedu�es 1. Where work is to be perfonned under this Contract concunrently with or contingent upon work performed on the same facilities or area under other contracts, the Baseline Schedule shall be coordinated with the sc�iedules of the other conhacts. a. �btain the schedules of the other appi•opriate contracts froin the City for the preparation and updating of Baseline schedule and make the required changes in his schedule when indicated by changes in corresponding scl�edules. 2. In case of interference between the operations af different contraciors, the City will determine the work priority of each contractor and the sequence of work necessary to expedite the completion ofthe entire �roject. a. In such cases, the decision of the City shall be accepted as final. b. The temporary delay of any work due to such circ�unstances shall not be considered as justification for claims for additional compensation. 1.5 SUBMITTALS A. BaseIine Schedule 1. Submit Schedule in native file format and pdf format as required in the City of Fort Worth Scl�edule Guidance Docuinent. a. Native file forxr�at includes: 1) Priinavera (P6 or Primavera Conh�acior} 2. Submit draft baseline Schedule to City priar to the pre-construction meeting and bring in hard copy to the meeting for review and discussion. B. Pro�ress Schedule 1. Submit progress SclleduIe in native file format and pdf fonnat as required in the City of Fort �4Torth Schedule Guidance Document. 2. Submit progress Schedule monthly no later than the last day oi the month. C. Schedule Narrative 1. Subinit the schedule nan-ative in pdf fo�rmat as required in tl�e City of Fort Worth Schedule Guidance Document. 2. Submit schedule narrative monthly no later than the last day of the inonth. D. Submittal Pracess 1. The City administers and manages scl�edules through Buzzsaw. 2. Contractor shall submit docuinents as required in the City of Fort Warth Schedule Guidance Document. 3. Once the project has been completed and Final Acceptance has been issued by tlze City, no further p��o�-ess schedules are required. CITY OF FORT WORTH L1TTL� F'OSSiL CRE�,K 1NTECtC�,PTOR (M-292) STANDARD CONSTRUCTION SPECLf�1CAT10N DOCUM�NTS CITY PItOJECT NO. 0l960 Reviscd July 1, 20! 1 01321G-5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 5 1.G ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS �NOT USED] 1.'� CLOS�OUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USEDJ 1.9 QUALITY ASSURANCE A. The person prepari�g and revising the construction Progress Schedule sl�all be experienced in the preparation of schedules of simiIar coinplexity. B. Schedule and supporting documents addressed in this Speci�cation sl�all be prepared, updated and revised to accurately reflect the performance of the construction. C. Contractoz� is responsible for the quality of all subinittals in this section meeting the standard of care for the construction industry for similar projects. 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] Lll RIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED) PART � - PRODUCTS jNOT USED] PART 3 - EXECUTION [NOT USED] END OF SECT�ON Revision Log DATE NAME SUMMARY OF CHANGE C1TY OF FORT WORTH LITTLE FOSSIL CREEK 1N'FERCEPTOA (M-242) STANDARD CONSTRUCTIOTf SPECIPICATION �OCUMENTS CITY PROJECT iVO. 01960 Revised July ], 20] 1 U13233-1 PR�CONSTR[ICTION VID1:0 Page I of 2 SECTION 01 3� 33 PRECONSTRUCTION VIDEO PART1- GEN�RAL l.I SUMMARY A. Section Inclndes: 1. Administrative and proced�ral requirements for: a. Preconsh-uction Videos B. Deviations from tlzis City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forrns and Conditions of the Contract 2. Division 1— Generai Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Fayment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Iiein. 1.3 REFERENCES jNOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Preconstruction Video 1. Produce a preconstruction video of tlle site/aligmnent, including all areas in the vfcinity of and to be affected by construction. a. Provide digital copy of video upon request by the City. 2. Retain a copy of the preconstruction video until the end of ihe maintenance surety period. 1.5 SUBMITTALS [NOT USED) 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] L'� CLOSEOUT SUBMITTALS �NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS jNOT USED] 1.9 QUAL�TY ASSURANCE [NOT USED] l.ld DELNERY, STORAC�, AND HANDLING [NOT USED] l.11 FIELD �SITE] CONDITIONS [NOT USED� 1.12 WARRANTY [NOT USED� PART 2 - PRODUCTS [NOT USED] CITY O� I'ORT WORTH LITTLE FOSSIL CREEK I�ITERCEPTOR (M-292) STANDARD CQNSTRUCTION SP�CIFICATION DOCUMEIVTS CITY PR07ECT NO. 01960 Revised 7uly 1, 201 I O l 32 33 - 2 PItECONSTRUCTION VIDEO Page 2 of 2 PART 3 - EXECUTION (NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY ON FORT WORTH LITTLE FOSSIL CREEK 1NTERCSPTOR (3vi-292) STAN�ARD CONSTRUCTION SPECIFICATION �OCUM�:NTS CITY PROJGCT �0. 019G0 Revised July 1, 2011 01 33 QO - 1 SUI3MITTALS PAge 1 of 8 SECTION dl 33 00 SUBMTTTALS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. General methods and req�irements of submissions applicable to the %llowing Work-related submittals: a. Shop Drawings b. Product Data (including Standard Product List submittals) c. Samples d. Mock Ups B. Deviations froin this City of Fort Wortl� Standard Specificatian i . None. C. Related Specification Sectians include, but are not necessarily limiied to: 1. Division 0— Bidding Requirements, Contract Fonns and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND FAYMENT PROCEDURES A. Measurement and Payment l. WorIc associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for tl�is Item. 1.3 RE�'ERENCES [NOT USED] 1,4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Notify the City in wrzting, at the time of subinittal, of any deviations in the submittals from the requirements of the Contract Documents. 2. Caordinatior� of Submittal Tiines a. Prepare, prioritize and transmit each submittal sufficiently in advance of performin� the related Wo�k or other applicable activities, or witl�in the time specified in the individual Work Sections, of the Specifications. b. Contractor is responsible such that the instalIation wiIl not be de�ayed by processing times including, but not limited to: a) DisapprovaI and resubmittal (if required) b} Coordination with other submittals c} Testing d) Purcnasing e) Fabricatian f} Delivery g) Similar sequenced activities c. No extension of time will be authorized because of the Contractor's fail�re to transmit subinittals sufficiently in advance of the Work. CLTY OF FORT WOR'FH LITTLT: i'OSSIL CREEIC INTERCEPTOIt (M-242) STAN�ARD CON5T12UCTION SPT:'CIFICATION DOCUMENTS CITY PROIECT NO. 01960 O1 3300-2 SUBMITTALS Pagc 2 of 8 d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in t�ie work af any other contractor. B. Submittal Numbering When submitting shop drawings or samples, utilize a 9-character submittal crnss- referencE identi�cation numbering system in the following manner: a. Use the �rst 6 digits of tlie applicable Specification Section Number. b. For tl�e next 2 digits numbej- use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical subinittal number would be as follows: 03 30 a0-08-B 1) 03 30 Od is the Specification Section for Concrete 2) p$ is the eighth initial submittal under this Speciiication Section 3) B is the third submission (second resubmission} of that particular shop drawing C. Contractar Certi�cation 1. Review shop drawings, product data and samples, inciuding those by subcontractars, prior to subnnission to deterrnine and verify the follow�ng: a. Field measuremen#s b. Field construction c�iteria a Caialog numbers and similar data d. Confonnance with the Contract Documents 2. Provide each shop drawing, sainple and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Coinpany name b. Signature of submittal reviewer c. Certification Statement 1} "By this submittal, I hereby represent that I have determined and verified field measurernents, field construction criteria, materials, dimensions, catalog ni.unbers and similar data and I have checked and coordinated each atem with other applicable approved shop drawings." D. Submitial Farmat 1. Fo�d shop drawings larger than S'/Z inches x 11 inches to 8%a inches x l lincl�es. 2. Bind shop drawings and produci data sheets to�ether. 3. Order a. Cover Sheet 1} Descripiion of 1'acket 2) Contractor Certification b. List of items / Table of Contents c. Product Data /Shop Drawings/Samples /Calculations E. Submittal Content 1. The date of submission and the dates of any prevzous submissions 2. The Project title and number CITY OF F'ORT WORTH LITTLE FOSSIL CREEK 11VTERC�;1'T'OR (M-292) STANDARD CONSTRUCTIOI�! SPECiF1CAT10N DOCUMENTS CITY PROJECT NO. 01960 013300-3 SUBMITFAL5 Pagc 3 of S 3. Contracior identification 4. The names of a. Contracior b. Supplier c. Manufacturer 5. Tdentification of the product, with the Specification Section nuinber, page and paragraph(s} 6. Field dimensions, clearly identified as such 7. Relation to adjacent or critical features of the Work or inaterials 8. Applicable siandards, such as ASTM or Federal Specificaiion nuinbers 9. Identification by highli�hting of deviations fi-om Contract Documents 10. Identification by highlighting of revisions on resubmittals i l. An 8-inch x 3-inch b�ank space for Contractor and City stamps F. Shop Drawings 1. As specified in individual Wark Sections includes, but is not necessarily limited to: a. Custom-prepared data such as fabrication and erection/installation (working) drawings b. Schedu�ed information c. Setting diagrams d. Actual shopwork manufacturing instructions e. Custom templates % Special wiring diagrams g. Coordination drawings h. Indi�idual system or equipment inspection and test reports including: 1) Performance curves and certifications i. As applicable to the Work 2. Details a. Relation of the various parts to tl�e main ineinbers and lines of the structure b. Where correct fabrication of tlse Work depends upon field measut�e�nents 1) Provide such measurements and note on the drawings prior to submitting for approval. G. Product Data l. For submittals of product data for products included on ihe City's Standard Praduct List, clearly identify each item selected for us� on tl�e Project. 2. For submittals of product data for products noi included on the City's Standard Praduct List, submittal data may include, but is not necessarily limited to: a. ,Siandard prepared data for manufactured products (so�netimes referred to as caialog data) 1) Such as tl�e manufacturer's product specifcation and installation instr�ctions 2) Availability of colors and patterns 3) Manufacturer's printed statements of compIiances and applicability 4} Rougl�ing-in diagra.�ns and templates 5) Catalog cuts 6) Froduci photographs 7) Standarc€ wiring diagrams C1TY OF FORT WORTH LIT"FLE FOSSIL CRE�K INT�RC[:PTOR (M-292) STANDARD CONSTRUCTION Sl'ECIFICATION 1�OCUMENTS C1TY PROIECT NO. 01960 oi 3sao-4 SUBMITTALS Page 4 of S 8) Frinted perfoi-�nance curves and operational-range diagrains 9) Production or quality control inspection and test reports and certi�cations 10) Mili reports 11) Product operating and maintenance instiuctions and recommended spaa�e-pa�Cs listing and printed product warranties 12) As applicable to the Work H. Samples As specified in individual Sections, include, but are not necessarily limited to: a. Physical exa�nples of the Work such as: 1) Sectioiis of manufactured or fabricated Work 2) Sinall cuts or containers of materials 3) Coinplete units of repetit�veiy used products color/texture/pattern swatches and range sets 4) Specimens for coordination of visual effect S) Grap�ic symboIs and units of Work to be used by the City for independent inspection and testing, as applicaUle to the Wark i. Do not start Work requiring a shop drawing, sample or product data nar any inaterial ta be fabricated or installed prior to the approval or qualified approval of such item. 1. Fabrication perfo�7ned, materials purchased or on-site construction accomp�ished which does not conform to approved shop drawings and data is at the Contractor's risk. 2. The City will not be liable for any expense or delay due to corrections or remedies required to accomplish confomnity. 3. Coinplete project Work, inaterials, fabrication, and installations in conformance with approved shop drawings, applicable samples, and product data. J. Sub�nittal Distribution 1. Electronic Distribution a. Confirm development of Project directory for electronic submittals to be uploaded to City's Buzzsaw site, or another externaI FTP site approved by the City. b. Shop Drawings 1) Upload submittal to designated project directory and notify appropriate City representafives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittats b) If Contractor requires inore than 1 hard copy of Shop Drawings returned, Contractor sha�l submit inore than the number of copies listed above. c. Product Data 1) Upload submittal to designated project directozy and notify appropriate City representatives via einail of submittal posting. 2) Hard Copies a) 3 copies for all submittals d. Sainples 1} Dish•ibuted to the Project Representative 2. Hard Copy Distribution (if required in lieu of electronic distribution) a. Shop Drawings CITY OF FORT WORTH LITTLE FOSSIL CREGK 1NT�RC�PTOR (M-292) STANDARD CONSTRUCTION SPCCITICATION DOCUMrNTS CITY PROJECT 1V0. Oi960 O] 3300-5 SU6MITTALS Pa�c 5 of 8 b. c. 1) Dish•ibuted to the City 2) Copies a) S copies for mechanicai submittals b} 7 copies for all other subinittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submii more than the number of copies listed abo�e. Product Data 1) Distributed to the City 2) Copies a) 4 copies Samples 1) Distributed to the Project Representative 2) Copies a) Snbmit the number stated in the respective Speciiication Sections. 3. Disiribute reproductions of approved shop drawings and copies of approved product daia and sainples, where required, to the job site �le and elsewhere as directed by the City. a. Provide number af copies as directed by the City but not exceeding the number previously speciiied. K. Submittal Review 1. The review of shop drawings, data and samples wi116e for general con.farmance with the design concept and Contract Documents. This is not to be construed as: a. Perinitting any departure from the Contract requirements b. Relievi�ng the Contractor of responsibility for any errors, including details, dimensions, and materials c. Appraving departures from details fuj7�ished by tlie City, except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City does not relieve the Contractor from his/�er responsibility with regard to tl�e fulfillment of the tenns of the Contract. a. All risks of en-or and omission are assumed by the Contractor, and the City will haue no responsibi]ity therefore. 3. The Contractar reinains responsibie for details and accuracy, for coordinating tl�e Work with all oil�er associated work and trades, for selecting fabrication processes, for tecl�niques of asseinbly and for performing Work in a safe inanner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from �11e Contract requirements which City finds to be in the interest of the City and to be so minor as not ta involve a chan�e in Contract Price or tizn� for performance, the City inay rettu-n the reviewed drawings witl�out noting an exception. 5. Submitta�s will be returned to the Contractor under 1 of the following codes: a. Code 1 1) "NO EXC�PTIONS TAKEN" is assigned when there are no natations or comments on the submittal. a) When returned under this code the Contractor inay release the equipment and/or material for manufacture. b. Code 2 CITY OP' �'ORT W�RTH LITTLE FOSSIL CILE�K INTERCEPTOR (M-292) STANDARD CONSTRUGTION $PECIFICATION DOCUMENTS CITY PROIECT NO. 01960 o�3sao-� SUBMITTALS Page 6 of 8 1) "EXC�PTIONS NOTED". This code is assigned when a confrmation of the notations and comments IS NOT required by the Contractor. a) The Contractor inay release the equipment or inaterial for inanufacture; however, all notations and comments must be incorporated into the �nal product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assi�ned when notations and comments are extensive enough to require a resubmittal of the packa�e. a} The Contractor may release the equipment or material for ma�ufacture; however, aIl notations and comments must be incorporated into the �nal prodYrct. b) This resubinittal is to address all cornments, omissions and non-confo�7ning iteins that were noted. c) Resubmittal is to be received by the City within I S Calendar Days of the date of the City's iransmittal requiring the resubmittal. d. Code 4 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resub�nit the entire package revised to bring the submittal into confonnance. b) It may be necessary to resubmit using a different manufactucer/vendor to meet the Contract Documents. 6. Resubmittals a. Handled in the same inanner as first submittals f) Corrections other tl�an requested by the City 2) Marked with revision t�•iangle or other similar method a) At Contractor's risk if not marked b. Subznittals for each item wilI be reviewed no more than twice at the City's expense. 1) All subsequent reviews will be performed at times convenient to the City and at the Cantractor's �xpense, based on the City's or City Representative's then prevailing rates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. c. The need for more than 1 resubmission or any other delay in obtaining City's review of subinittals, will not entitle t�e Contractor io an extension of Coniract Time. 7. Partial Submittals a. City reserves the r�ght to not review submittals deemed partial, at the City's discretion. b. Submittals deemed by the City to be not complete will be returned to the Contractor, and will be considered "Not Approved" untiI resubmitted. c. The City may at its optiqn provide a list or mark the submitta� directing the Contractor to the areas that are incomplete. 8. If the Contractor considers any correction indicated on the shop drawings to consiitute a change to the Contract Documents, ther� written natice must be provided thereoF to the City at least 7 Calendar Days prior to release for manufacture. CITY OP FORT W012TH i1TTLE FOSSI�. CR��K INTERCEPTOR (M-292) STANDARD CONSTRUCTION SP�CIPICATIUN DOCUM�NTS CITY PR07TCT NO. D1960 o� saoo-7 S1JBiN ITTALS Pagc 7 of 8 9. When the shop drawings ha�e been completed to the satisfaction of the City, the Contractor may cairy out the construction in accordance therewith and no further changes therein except upon written instructions from tne City. 10. Eac� submittal, appropriately coded, wi11 be returned within 30 Calendaj• Days following receipt of submittal by the City. L. Mock ups 1. Mock Up units as specified in individuai Sections, include, but are not necessarily liinited to, complete units of the standa��d of acceptance for that type of Work tp be used on the Project. Remo�e at the completion of tl�e Work or when directed. M. Qualiiications 1. If specifically required in other Sections of these Specifications, submit a P.E. Certification for each item required. N. Request for Information (RFI) 1. Contractor Request for additional information a. Clarification or interpretation of the contract documents b. When the Contractor believes there is a conflict between Contract Documents c. When the Contractor believes there is a conflict between the Drawings and Specifications 1} Identify the conflict and request clarification 2. Use the Request for Tnformation (RFI) form provided by the City. 3. Numbering of RFI a. Prefix with "RFI" foilowed by series number, "-xxx", beginning with "O1" ancE increasing sequentialIy with each additional transiniital. 4. Suff cient information shall be attached to permit a written response without further information. 5. The City will iog each request and will review the request. a. If review of the project information request indicates that a change to the Contract Docutnents is required, the City will issue a Field Order or Change Order, as appropriate. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS �NOT USED] 1.7 CLOSEOUT SUBMITTALS jNOT USEDJ 1.8 MAINTENANCE MATERIAL SiIBMITTALS [NOT USED] l.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING jNOT US�D] 1.11 FIELD [SITE] COND�TIONS �NOT USED] i.l� WARRANTY �NOT USED] C1TY OF FORT WORTI-I LITTLE FOSSIL CREEK INTERCEPTQR (M-292) STANDARD CONSTRUCTION SP�CIPICATTpAI I?pGUMENTS C1TY PROJECT NO. D1960 ai33oo-s SUBMITTALS Page 8 of 8 PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1212Q/2012 D. Johnsan 1.4.K.8. Warking ➢ays modi�ed to Calendar Days CTTY OF PORT WORTH LITTLE FOSSll, CREEK INT6RCEPTOR (M-292) STANDARD CONSTRUCTION SPCCIFICATION DOCi1MENTS C1TY PROJECT NO. 019G0 O13513-1 SP�CIAL PROJECT PItOC�DUR�S Pagc I of8 SECTION Ol 3� 13 SPECIAL PROJECT PROCEDURES PARTl- GENERAL 1.1 SUMMARY A. Section Includes: The procedures for special project circumstances that includes, but is not limited to: a. Coordination with the Texas Deparhnent of Transportation b. Work near Hig�i Voltage Lines c. Confined Space Entry Program d. Air PolIution Watch Days e. Use of Explosives, Drop Weight, Etc. f. Water Department Noti�cation g. Public Notification Prior to Beginning Construction h. Coordination with United States Army Coips of Engineers i. Coordination within Railroad permits areas j. Dust Control k. Employee Parking B. Deviations from this City of Fori Worth Standard Specification 1. None. C. Related Specification Sectians include, but are not necessarily �imited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditio�s of the Contract 2. Divis�on 1— General Requireinents 3. Section 33 I2 25 — Connection to Existing Water Mains 1.� PRICE AND PAYMENT PROCEDURES A. Measureinent and Payment 1. Coordination within Railroad pezxnit areas a. Measurement I) Measurement for this Item will be by lump suin. b. Payment 1) The work performed and materials fiunished in accordance with tk�is Itezn will be paid for at the lump sum price bid for Railroad Coardination. c. The price bid shall include: 1) Mobilizatian 2) Inspectian 3) Safety training 4) AdditionalInsurance 5} Insurance Certificates 6) Other requirements associated with general coordination with Railroad, including additional employees required to pratect the right-of-way and property of the Railroad from dainage arising out of and/or from the construction of the Project. 2. Raih•oad Flag�nen C1TY OP PORT W02TH LITi'LE PdSSIL CRE�K 1NTrRC�PTOR (M-292) STANDARD CONSTRUCTION SPECIF'ICATION DOCUMrNTS CITY PROJECT NO. Q1960 Revised Deccmbcr 20, 2012 O] 3513-2 Sl'ECIAL PRQ7ECT PROCEDURES Page 2 of 8 a. Measureinent 1) Measurement for this Item will be per working day. b. Payment 1) The wark performed and materials furnished in accordance with this Item will be paid for each warking day that Railroad Flagmen are present at the Site. c. The price bid shall include: 1) Coordination for sc�ieduling flagmen 2} �'lagmen 3} Other requirements associated witli Railroad 3. All other items a. Work associated with these Items is considered subsidiary ta the various Items bid. No separate payment will be a�lowed far this Itein. 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged ai the end af this Speci�cation, unless a date is specifically cited. 2. Health and Safety Code, Title 9. Safety, Subtitie A. Public Safety, Chapter 752. High Voltage Overhead Lines. 3. North Central Texas Council of Governments (NCTCOG} — Clean Construction Specif�cation 1.4 ADMINISTRATIVE REQUIREM�NTS A. Coordination with the Texas Department of Transportation When work in the right-of-way which is under the �urisdiction af tl�e Texas Depattment of Transportation (TxDOT): a. Notify the Texas Department of Transportation prior ta cornmencing any work therein in accordance with �he provisions of the permit b. All work perfoa�ned in the T�OT right-of-way shall be performed in compliance witl� and subject to approval from the Texas Department of Transportatian B. Work near High Voltage Lines 1. Regulatory Requirements a. AlI Work near High Voltage Lines (more than 600 volts measured between conductors or between a conduc�or and the graund) shall be in accordance witll Health and Safety Code, Title 9, Subtitle A, Chapter 752. 2. Warning sign a. Provide sign of s�fficient size ineeting all OSHA requirements. Equipinent operating within 10 feet of high voltage lines wi�� require the following safety features a. Tnsulating cage-type of guard about ihe boom or arm b. Insulator links on the lift hook connections for back hoes or dippers c. Equipment must xneet the safety requirezneats as set forth by OSHA and the safety reyuirements of the ow�er of the high voltage lines 4. Work within 6 feet of high voItage electric lines CITY OF FORT WORTH LIT'FLE FOSSIL CREEK INTERCEP7'OR (M-292) STANDARD CONSTRUCTiON SPECIFICATIDN DbCUMENTS CITY PROIECT NO. 01960 Revised Dcccmbcr 20, 2012 O] 3513-3 $P�,CIAL PROJI:CT PRQGEDURES Page 3 of 8 a. Notification s}iall be given to: 1) The pQwer company (example: ONCOR} a) Maintain an accurate log of all such calls to power company and recard aciion taken in each case. b. Coordination with power company 1) After notificatian caordinate with the power company to: a} Erect temporary mechanical barriers, de-energize the lines, or rasse or lower the lines c. No personnel rr�ay work within 6 feet of a high voltage line before the above requirements have been inet. C. Cantined Space Entry Prograin 1. Provide and follow approved Confined Space Entry Program in accordance with OSHA requirements. 2. Confined Spaces inciude: a. Manholes b. All other confi�aed spaces in accordance with OSHA's Permit Required for Coniined Spaces D. Air Pollution Watch Days General a. Observe the Following guideIines relating to working on City constiuction sites on days designated as "AIR POLLUTION WATCH DAYS". b. Typical Ozone Season 1) May 1 through October 31. c. Critical E�nission Time l) 6:00 a.m. to 10:00 a.m. Watch Days a. The Texas Commission on Environinental Quality (TCEQ), in coordination with the National Weather Service, wi11 issue the Air �'ollution Watch by 3:00 p.m. on the af�ernoon prior to the WATCH day. b. Requireinents 1) Begin work after l 0:00 a.m, whenever construction phasing requires the use of motorized equipment for periods in excess of l hour. 2) However, the Contractor may begin work prior to 10:00 a.in. if: a) Use of motorized equipinent is less than 1 hour, or b) If equipment is new and certified by EPA as "Law Emitting", or equipment burns Ultra Low Sulfur Diesel (ULSD), diesel e�nulsions, ar alternative fuels such as CNG. E. TCEQ Air Permit 1. Obtain TCEQ Air Permit %r construction activities per requirements of TCEQ. F. Use of Explosives, Drop Weight, Etc. When Contgact Documents permit on the project the following will appIy: a. Public Notification 1) Subinit notice to City and proof af adequate insurance coverage, 241�ours priar to cominencing. 2) Minimum 24 hour public notification in accordance witla Section 01 31 13 G. Water Department Coordination CITY OF FQRT WORTH LITTLE F055LL CRE�TC iNTERCEPTOR (M-242) STANDARD CONSTRUCTION SPrC1T'ICATION DOCUMENTS CITY PRdJECT NO. 01960 Revised December 2U, 2012 013513-4 SPECIAL PROJECT P120CCDUR�S Page 4 of 8 �. Durin� tl�e construction of this project, it wi11 be necessaiy ta deactivate, for a period of time, existing lines. The Contractor sl�all be required to coordinate witl� the Water Departinent to determine the best times for deactivating and activating those lines. 2. Coordinate any event that will require connecting to or the operation of an existing City water line system with the City's representative. a. Coordination shall be in accordance with Section 33 12 25. b. If needed, obtain a hydrant water ineter from the Wat�r Department for use during the life of named project. c. In the event that a water valve an an existing live system be turned off and on to accommodate the construction of the project is required, coordinate this activity through the appropriate City representative. 1) Do not operate water line valves of existing water system. a) Failure to coinpIy wilI render the Contractor in violation of Texas Penal Code Title "1, Chapter 28.03 (Criminal Mischie fl and th� Contractor will be prosecuted to the full extent of tl�e law. b) In addition, the Contractor will assume all liabilities and responsibilities as a result of these actions. H. Public Notification Prior to Beginning Constructian Prior to beginning construction on any block in tlle project, on a block by block basis, prepare and deliver a notice or flyer of'the pending construction to the front door of each residence or business that will be impacted by construction. The nntice shall be prepared as follows: a. Post nntice or #Iyer 7 days prior to beginning any construction activity on each block in the project area. 1) Prepare flyer on the Contractor's letterhead and include the following inforrr�ation: a) Name of Project b) City Pj-oj�ct No (CPN) c) Scope of Project {i.e. type of construction activity) d) Actuat construction duration within the block e) Name of the contractor's foreman ar�d phone number � Name of the City's inspectar and phQne ��unber g) City's after-hours phone number 2) A sample of the `pre-construction notification' f�yer is attached as Exhibit A. 3) Submit schedule showing the construction start and finish tizne for each block of the project to the inspector. 4} De�iver flyer to the City Inspector for review prior to distribution. b. No construction will be allowed to begin on any block until the flyer is delivered to all residents of the block. I. Public Notification of Temporary Water Service Tnterruption during Constructian I. In the event it becomes necessary to temporarily shut down water service to residents or businesses during construction, prepare and deliver a notice or flyer of the pending interruption to the front door of each affected resident. 2. Prepared notice as follnws: a. The notification or flyer shall be posted 24 hours prior to the teinporary interru�tion. CITY OF F'ORT WORTH LITTLE FOSSIL CRCEK INTERCEPTOR (M-292) STAN�ARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJrCT NO. OT 960 Rcviscd December 20, 2012 O1 35 13 - 5 SPECIAL PROJ�CT PROCI:DURI3S Page 5 of 8 b. Prepare flyer on the contractar's letterl�ead and include the following information: 1) Naine ofthe project 2) City Project Nuinber 3) Date of the interruption of service 4) Period the interruption will take place 5) Naixie ofthe contractor's farerr�ar� and pllone number 6) Name of the City's inspector and phone number c. A sample of the teinporary water service interruption notification is attached as Exhibit B. d. Deliver a copy of the teinporary interruption notification to the City inspector for review prior to 6eing distribl�ted. e. No intezruptian of water service can occur until the flyer has been delivered to all aifected residents and businesses. f. Electronic versions of the sample flyers can be obtained from the Project Construction Inspector. .T. Coordination with United States Army Corps of Engineers (USACE) 1. At locat�ons in the Froject where cnnstruction activities occur in areas where USACE permits are required, meet ail req�irements set foith in each designated permit. K. Coordination wathir� Rai�road Penmit Areas 1. At locations in the project where construction activities occur in areas where railroad permits are required, meet a11 requirernents set forth in each designated railroad permit. This includes, but is not Iimited to, provisions for: a. Flagmen b. Inspectors c. Safety training d. Adc�itional insurance e. Insurance certificates f. Other employees required to protect the right-of-way and property of the Railroad Company from damage arising out of and/or from the construction of the project. Proper utility clearance procedures shaIl be used in accordance with the pennit guidelines. 2. Obtain any supplemental information needed to comply with the railroad's requirements. 3. Railroad Flagr�en a. Submit receipts ta City for veri�cation of working days tllat railroad flagmen were present on Site. L. Dust Control 1. Use acceptable ineasures to controi dust at the Site. a. If water is used to control dust, capture and properly dispose of waste water. b. If wet saw cutting is performed, capture and praperly dispose of slurry. M. Employee Parking 1. Provide parking for employees at locations approv�d by the City. CITY OP PORT WORTH i1TT�,N, POSSIL C1LE,EK iNTERCEPTOR (M-292) STANDARll COMSTRUCTION SPGCIFICATION DOCUMENTS CITY PRO1T:'CT NO. 01960 Revised Deceittbar 20, 2012 013513-b ST'ECIAL PItOJEC'I' PROCEVURES Pagc C of 8 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS [NOT USED] l.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERiAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING jNOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.1� WARRANTY [NOT USED] PART 2 - PRQDUCTS [NOT USED] PART 3 - EXECUTION [N�T USED] END OF S�CTION Revision Log DATE NAME SUMMARY OF CHANGE 1,4,B — Adc3cd requiremcnt of compliai�ce with Healtl� and Safety Code, Title 9. 8131/20i2 D. Johnson 3afety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. ].4.� — Addecf Contractor responsibility for ohtaining a TCEQ Air Fermit C1TY OP �ORT WORTH LITTLE FOSSIL CREEK INTLRC�PTOR (M-292) STANDARD CONSTRUCTIOIV SP�CIFICATIOT! DOCUMGNTS C1TY PROJECT NO. 01960 Revised December 20, 2012 0� 35 13 -7 SPECIAL PROJEGT PROCEDURES Pa�c 7 of 8 EXHIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: Project Narne: Mapsco Location: Limits of Construction: ,� � I� � _ _ I� � � ' Ybl� !S T'� INI�O�RA Y�U TE�i UiVDER A GOR�i��i �YIiH iH� �ITY O� FO�i Ifi��l�il-0, �UI� ��iIN�AR�i' �11�� V�FZK �11�1.1 I�TI61iY �IPI�� 1�11 ��t I9eFZ��IR1� YBI�Ft P��EI�'ii'. C�R18i�t�CilA� IdY�� IW A��XIAA��LI� $��N �AY� �r��Nl YF,1� ��►Y� O� il�l� i�O�IC�. I� 1r�U F�AV� C�U�S�'ION� A�BUi' A�C@��, �Fc�U�IiY, �d�I�TY OR AWIr �ibl�R I��IJl�� L�S� ��Ll�: ��, CCOPIT�ACTQR'S SUPE�Ii�i�PlD�RlT� o�T CTELoE�HOA� PIO.> �R �AP. �CIfY IP15��CiOR� Ai Q �'��bON� 1�0.� a�� a�:3a �n� �� o� ��, P�� a�'j �g� a�� PLEASEKEEP TH/S FL YERHANDYWHEN YOU CALL CITY OF FORT WORTF3 LITTI.r FOSSIl, CR�EK 1NTI:RCEPTOR (M-292) STANDARD CONSTRUCTION SPECIETCATION DOClJMENTS CTTY PROJECT ]VO. Q1960 Rcvised DeceanUer 20, 2012 0135l3-8 SP�,CIAL PRO.iECT 1'ROC�DURT:'S Page 8 of 8 EXHIBIT B �� G_._�. � �[�. �� o� �: �� .�� t��i'i�� }lU� TO UT�t,i1'X iM�RO�A�f�N'C6 I1V YOUIi i+i�+TGHBORAO�AA, XQ�JR WATER SE�VIGF WILL SLd ILV'CI��tUPT�D IDI�i -- -- B1�'I"WEEI'1 T�I� H�U� OF' APiB — IF YAIT HA)'E QiIESTIOI+�B :A;�Q[�T'1"�C18 S�f7T-�iJ'1",1"L�,ii�E GAi.T,: iaaR. _ A'r' ----� - - - (CONTRAC'1'UR3 �.UPE�TEFTD�f�T'1')� ('�'�I.1��'HdFdE,NIi1WfHEi3) QR HTR. -_-- _ AT _ - - - -- -- (CI3'Y xi,I�PS�CTOJ�) E�'�L�PfiUR�E TRTUkAB�Id) THI� 1I�1�UNVENt�PiCE WILL B� �� SHURT AS P1��51�LE. '1'HAATK YO[J, , COFiTRAC7'OR CITY OF FORT WORTH LITFLE FpSSIL CREEK INTEEiCEPTOR (M-292) STANllARD CONSTRUCTION SPECiP1CATION llOCUMENTS CITY PRO]ECT NO. OI960 Revisec! Dcccuibcr 20, 2012 014523-1 TESTING AND 1NSPCCTION S�RVICrS Page I of 2 SECTION Ol 4� 23 TESTING AND INSPECTION SERVICES PART 1 - GENERAL i.l SUMMARY A. Section Includes: 1. Testing and inspection services procedures and coordination B. De�iations from this City of Fort Worth Standard Specification 1. None. C. Related ,5pecification Sections include, but are not necessarily limited to: 1. Division 0— Biddin� Requirements, Contract Forins and Conditions of the Contract 2. Division 1— General RequiremenCs 1.2 PRIC� AND PAYMENT PROCEDURES A. Measurement and Payment Work associated with this Item is considered subsidiary to the various Iteins bid. No separate payment wil� be allowed for this Item. a. Contractor is responsible for performin�, coordinatin�, and payment of all Quality Control testin�. b. City is responsible for perfonning and pay�n�nt for frst set o� Quality Assurance testing. 1) If the �rst Quality Assurance test performed by the City fails, the Contractor is responsible for payinent of subsequent Quality Assurance testing until a passing tesi occurs. a) Final acceptance will not be issued by City until all reguired payments for iesting by Contractor have been paid in full. l.3 REFERENCES �NOT USED] l.4 ADMINISTRATIVE REQUIREMENTS A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be perfonned by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, noiify City, sufficiently in advance, that testing will be performed. 3. Dist�ibution of Testing Reparts a. Electronic Distribution 1) Confinn develapment of 1'roject directary for eiectranic submittals ta be uploaded to City's Buzzsaw site, or another exte3-nal FTP site approved by the City. C1TY OF FORT WORTH LITTLE FpSSIL CIZEEK INTERGEPTOR (M-292) STANDARD CONSTitUC'C10hI SPECIPICATTO]V DQCUM�NTS CITY PROJIsCT TiO. 01960 Revised 7uly 1, 2011 O14523-2 TGSTINU AND INSPECTION SEKVICES Pagc 2 pf 2 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3} Hard Copies a} 1 copy for ail submittals sub�nitted to the Project Representative b. Hard Copy Distribution (if requ�red in lieu of electronic distribution) 1) Tests perfor�ned by City a} Distribute 1 hard capy ta the Contractor 2) Tests perforined by the Contractor a) Distribute 3 hard copies to City's Project Representative 4. Provide City's Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. Material deliver�d B. Inspection 1, lnspection or lack of inspection does not relieve the Contractor from ob�igation to perform work in accordance with the Contract Documents. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSIINFORMATlONAL SUBMITTALS �NOT USED] 1.7 CLOSEOUT SUBMITTALS jNOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 D�LIVERY, ST�RAGE, AND HANDLYNG �NOT U�ED] 1.11 FIELD [SITE] C4NDITIONS [NOT USED] 1.1� WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DA'TE NAME SUMMARY OF CHANGE CITY OF FORT WORTH LITTL� POSSII. CRI:'CK TN�CRCEPTOR (M-292) STANDARD CON$TRUCTI03+f SPECII� ICATION DOCUMENTS CITY PROJEC'T' NO. 01960 Revised July 1, 2011 O150D0-] TEMI'ORARY FACILITI�S AND CONTROLS Page 1 oi4 SECTION Ol 50 00 TEMPORARY FACILITIES AND CONTROLS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Provide temporary facilities and controls needed for the Work including, but not necessarily liinited to: a. Tempora�y utilities b. Sanitary facilities c. Storage Sheds and Buildings d. Dust control e. Ternporary fencing of the construction site B. Deviatians fram this City of Fort Worfh Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Fonns and Conditions �f the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT FROCEDURES A. Measurement and Payment 1. Work associated with this Itein is considered subsidiary to the various Items bid. No separate payinent will be allowed for this Itein. 1.3 REFERENCES CNOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Temporary Utilities 1. Obtaining Teinporary Se�vice a. Malce arrangements with utility service coanpanies for teinporary services. b. Abide by rules and regulations of utility seivice companies or autharities having jurisdiction. c. Be responsible for utility service costs until Wark is approved for Final Acceptance. 1) Included are fuel, power, light, heat and other utility services necessary for execution, completion, testing and initiat operation of Work. 2. Water a. Cantractor to pr�vide water required for and in connection with Wark to be performed and for speciiied tests o�piping, equipment, devices or other use as required for the completion of the Work. b. Provide and maintain adequate supp�y of potable water for domestic consumption by Contractor personnel and City's Project Representatives. c. Coordination 1) Contact City 1 week before water for construction is desired CITY OP FORT WORTH LITTLE FOSSIL CREEK ]]+lTE1ZCEPTOR (M-292} STANDARD CONSTRUCTION SPECJ� TCATION DOCUMENTS CITY PRpJECT NO. 0196D Revised July I, 2011 Dl SU 00 - 2 TIiMPORARY rACILITIES ANB CONTROLS �agc2 of4 d. Contractor Payment for Construction Water 1} Obtain constr�ction water meter from City for payment as billed by City's establislzed rates. 3. Electricity and Lighting a. Provide and pay for electric powered service as required for Work, including testing of Work. 1) Provide power for lighting, operation af equipment, or other use. b. Electric power service includes temporary power ser�ice or generator to inaintain operations during scheduled sliutdown. 4. Telephone a. Provide emergency telephone service at Site for use by Contractor personnel and others performing work or furnishing services at Site. 5. Temporary Heat and Ventilation a. Provide teinporary heat as necessary for protection or completion of Work. b. Provide temporary heat and ventilatian to assure safe working conditions. B. Sanitary Facilities 1. Provide and maintain sanitary faciGties for persons on Site. a. Comply witn regulations of State and local departments of health. 2. Enforce use of sanitary facilities by construction personnel at job site. a. Enclose and anchor saniiary facilities. b. No discharge will be allowed froan these facilities. c. Collect and store sewage and waste so as not to cause nuisance or health problem. d. Haul sewage and vvaste off-site at no Iess than weekly intervals and properly dispose in accordance with applicable reguiation. 3. Locate facilities neaj• Work Site and keep clean and maintained throughout Praject. 4. Remove facilities at completion of Project C. Storage Sheds and Buildings 1. Provide adequately ventilated, watertigl�t, weatl�erproof starage facilities with floor above ground Ievel foz� materials and equi}�inent susceptible to weatlzej• damage. 2. Siorage of anaterials nat susceptible to weather damage may be on blocks off ground. 3. Store materials in a neat and orderly manner. a. Place materials and equipment to permit easy access for identificatian, inspection and in�entory. 4. Eq�ip building with Iockable doors and lighting, and pravide electrical service for equipment space heaters and heating or ventilation as necessary to provide storage environments acceptable to speciiied manufacturers. 5. FiII and grade site for temppraiy structures to provide drainage away froin temporary and existing buildings. 6. Remove building From site prior to Final Acceptance. D. Temporary Fencing 1. Provide and maintain for the di.u-ation or construction when required in contract docuinents E. Dusf Control CITY OP PORT WORTH LIT'TLE FOSSIL CREEK INTCRC�PTOR (M-292) STANDAIiL7 CONSTRUCTiON SPECIFICATION DOCUMGNTS C1TY PRO]ECT NO. 0196U Revised July 1, 201 ] 015000-3 TEMPORARY FACILITIES AND CONTROLS Pagc 3 of 4 1. Conhactar is responsible for maintaining dust control thraugh the duration of the projeet. a. Contractor remains on-call at all times b. Must respond in a timely manner F. Temporary Protection of Construction 1. Contractor or subcontractors are responsible for pratecting Work from damage due to weather. 1.S SUBMITTALS �NOT USED] 1.6 ACTION SUSMITTALS/INFORMATIONAL SUBM�TTALS [NOT USED] 1.'� CLOSEOUT SUBMITTAI.,S [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMYTTALS �NOT USED] 1.9 QUALITY ASSURANC� [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING (NOT USED] l.11 FIELD �SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART � - PRODUCTS [NOT USED] PART 3 - EXECUTION �NOT U�ED] 3.1 INSTALLERS [NOT USED] 3.� EXAMINATION [NOT USED] 3.3 PREPARAT�ON [N4T l]SED� 3.4 INSTALLATI4N A. Temporary �acilities 1. Maintain all ternparary facilities for duration of constniction activities as needed. 3.5 [REPAIR] / [RESTORATION] 3.6 RE-INSTALLATION 3.7 FIELD �o«] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING �NOT US�D] 3.10 CLEANING {NOT USED] 3.11 CLOSEOUT ACT�VITIES A. Temporary Facilities CITY OP PORT WpRTH LITTLE FOSSIL CR�EK INT�RCEPTOR (M-292) STANllARD CONSTRUCTTON SPECIFICAT]OAf BOCUMENTS CITY PROJBCT NO. 01960 Revised ]uly 1, 201 1 O15000-4 TEMPORARY FACILITICS AiY� CONTROLS Page 4 of 4 1. Remove all temporary faciliiies and restore area aftex- coinpletion of the Work, to a condition equal to or better tl�an prior to siart of Work. 3.1� PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USEDj END O� SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FOItT WORTH LITTLE FOSSIL CREEK INTERGEPTQR (M-292) STANDARD CONSTRUCTION SPECi t� ICATION DOCUMENTS CITY PROJ�CT NO. 019G0 Rcviscd July I, 2011 015526-I STR��T USE YERMl7 AND MODIFICATIONS TD TRAFFIC CO1VTRpL Page 1 of 3 sECTroN ai ss �s STR�ET USE PERMIT AND MODIFICATIONS TO TRA�FIC CONTROL PART1- GEN�RAL 11 SUMMARY A. Section Includes: 1. Administrative procedures for: a. ,5treet Use Pezznit b. Modification of approved t�affic conhol c. Removal af Street Signs B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract For�ns and Conditions of the Contract 2. Division 1— General Requirements 3. Section 34 71 J 3— Traffic Contral 1.� PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Ite3n is considered subsidia�y to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES A. Reference Standards 1 2. Reference standards cited in this speci�cation refer to the current reference standard published aC the time of the latest revision date logged at the end of this specification, unless a date is specifically cited. Texas Manual on Unifonn Traffic Control Devices (TMUTCD). 1.�4 ADMINISTRATIVE REQUIREMENTS A. Traffic Control General a. When traffic control plans are included in the Drawings, provide Trafiic Control in accordance with Drawings and Section 34 71 13. b. When traffic control plans are not included in the Drawings, prepare traffic contj�ol plans in accordance with Section 34 71 13 and submit to City for review. 1) Allow minimu�n 1 � working days for review of proposed Traffic Control. B. Street Use Permit l. Prior to installation of Traffic Control, a City Street Use Permit is required. a. To obtain Street Use Permit, submit Traffic Control Plans to City Transportation and Public Works Departm�nt. CITY OF FOkT WOKTH LTTTLE FQSSIL CRE�,K 1NTERCEPTOIi (M-292) STANDARD CONSTRUCTION SPECIFICATION T30CUM�NTS CITY PROJECT N0. 01960 Rcvised ]uly 1, 2011 oiss26-2 STItEET iISIi P�RMIT ANll MOI�IFICATIQNS i'O TRAPPIC CONTROL Page 2 of 3 1) Allow a Fninimum of 5 wqrking days far permit review. 2) Contractor's responsibiIity to coordinate review of Traffic Control plans for Street Use Fermit, such t�iat construct�on is nqt delayed. C. Modification to Approved Traffic Control �. Prio�� to installation traff c control: a. Submit revised traffic control pians to City Deparhnent Transportation and Public Works Departinent. 1) Revise Trafiic Control plans in accordance with Section 34 71 l3. 2) Allow miniinum 5 working days for review of revised Traffic Control. 3} It is the Contractor's responsibility to coordinate review of Traffic Cantrol plans for Sri•eet Use Permit, such that const�-uctian is nat delayed. D. Removal of Street Sign 1. If it is determined that a street sigm m�st be removed for construction, then contact City Transportation and Public Works Departinent, Signs and Markin�s Division to reinove the sign. E. Temporary Signage 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting requirements of the latest edition of the Texas Manual on Uniform Traffic Control Devices (MUTCD}. 2. Install temporary sign before the removal of permanent si�n. 3. When construction is complete, to the extent t�at the perinanent sign can be reinstalled, cantact the City Transportation and Public Works Department, Signs and Markings Divisian, to reinstall the permanent sign. F. Traffic Control Standards 1. Traffic Coiitro] Standards can be found on the City's Buzzsaw website. 1.5 SUBMITTALS [NOT USED] L6 ACTION SUSMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.i CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DEL�VERY, STORAGE, AND HANDLINC [NOT USED] l.11 F�ELD [SITE] CONDITIONS [NOT USED] �.12 WARRANTY [N�T USED] PART 2 - PRODUCTS �NOT USED] PART 3 - EX�CI)TION �NOT US�D] END Ok' SECTION CITY OF FORT WORTH L.ITTLE �OSS1L CREEK INTERCI:PTOR (M-292) 5TANDAW] CONSTRUCTION SPECIFICATION DOCUMENTS CFI'Y PROJECT NO. 019b0 Rcviscd July 1, 2011 01552(-3 STRE�T USE PERIVEIT AND MODIFICATIONS TO TRAFFIC CONTItOL Page 3 of 3 CITY QF FORT WORTH LTTTLE FOSSIL CAEEK 1NTERC�PTOR (M-292) STANDARD CONSTRUCTlON SP�CITICATION DOCUM13NT5 CITY PROJECT ]�f0. 01960 Reviscd July l, 201 l 015713-1 STpRM WATElt POLLIJTION PIt�,VT1VTION Page 1 of 3 SECTION O1 5i 13 STORM WATER POLLUTI�N PREVENTION PART1- CENERAL 1.] SUMMARY A. Section Includes: 1. Procedures for Stonn Water Pollution Prevention Plans B. Deviations from this City o�'Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limiteci to: 1. Division 0— Bidding Requirements, C�ntract Forms and Conditions of the Contract 2. Division 1— General Requirements 3. Section 31 25 00 — Erosion and Sedirnent Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Pay�nent 1. Construction Activities resulting in less than 1 acre of disturbance a. Work associated with this Item is considered subsidiaiy to the various Items bid. No separate pay�nent wil� be allowed for this Itein. 2. Construction Activities resulting in greater than 1 acre of disti.u�bance a. Measurement and Payment shall be in accordance with Section 3I 25 00. 1.3 R�FERENCES A. Abbreviations and Acronyms 1. Notice of Intent: NOI 2. Notice of Termination: NOT 3. Stonn Water Pollution Prevention Plan: SWPPP 4. 'Texas Commission on Environmental Quality: TCEQ 5. Notice of Change: NOC A. Reference Standards 1. Reference standards cited in this Specification j�efer to the current reference standard published at the tune of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Integrateci Storm Management (iSWM) Technical Manual fqr Construction Controls 1.4 ADMINI�TRATIVE REQUIREMENTS A. G�neral 1. Contractor is responsible for resolution and payment of any fines issued associated with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH LIT'FLE FOSSIL CRE:EK 1NTERCI:PTOR (M-292) STANDAKD CONSTRi3CTtON SPECIFICATION DOCLFMEiVTS CITY PROIECT NQ. 01960 Reviscd Jcily i, 2011 O15713-2 STORiv1 WATI'sR POi.LUTION PREVENTIOIV Page 2 of 3 B. Construction Activities resulting in: 1. Less than 1 acre of disturbance a. Provide erosion and sediinent control in accordance with Section 31 25 00 and Drawings. l to less than 5 acres of disturbance a. Texas Poll�tant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Natice Required under general permit TXR15d000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transporiation and Public Works, Environmental Division, (817} 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 31 25 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Perniit is required b. Complete SWPPP in accordance with TCEQ reauirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Departm�nt of Transportation and Public Works, Environinenfal Division, (817) 392-6088. 2) TCEQ Notice of Cliange required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 31 25 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ req�irements 4) Once the project has been co�npleted and all the claseout requirements of TCEQ have been �net a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transpariatian and Public Works, En�ironmental Division, (817) 392-6088. 1.5 SUBMITTALS A. SWPPP 1. Submit in accordance with Section O1 33 OU, except as stated h�rein. a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as follows: 1) 1 copy to the City Projeci Manager a} City Prpject Manager will forward to the Czty Department of Transportation and �'ublic Works, Environmental Division %r review CITY OF FORT WORTH LITTL� FOSSIL CR�EK I3�lTERCEPTOR (M-292) STAMDARD CO3�lSTRUCTION SPECIFICATION DOCUiNEIVTS C1TY PROJECT NO. 01960 Reviscd July 1, 2011 01 57 13 - 3 STORM WATER POLLUTION P}tEVENTION Pagc 3 of 3 B. Modiiied SWPPP 1. If t��e SWPPP is re�ised during construction, resubmit inodified SWPPP to the City in accardance with Section O1 33 00. 1.6 ACTION SUSMITTALS/INFORMATIONAL SUBMITTALS �NOT USED] Li CLOSEQUT SUBMITTALS [NOT USED] 1.8 MAYNT�NANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] l.l� WARRANTY [NOT USED] PART � - PRODUCTS [N�T USED] PART 3 - EXECUT�ON [N4T iTSEDj END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE C1TY OF FORT WORTH LITTLI' FOSSiL CREEK iNTERCEPTOR (M-292) STANDARB CON5TRUCTlON SPECIFICATION DOCUM�iYTS CITY PROJrCT NO. 01960 Kevised JEily 1, 201 I 015813-1 TE114PORARY f'ROJCCT STGNAGC Page 1 of 3 SECTION OI 58 13 TEMPORARY PR03ECT SIGNAGE PART1- GENERAL 1.1 SUMMARY A. 5ection Includes: 1. Temporary Project Signage Requirements B. Deviations from tliis City of Fort Worth Standard Specification 1. None. C. ReIated Specification Sections include, �ut are not necessarily limited to: 1. Division 0— Bidding Requireinents, Contract Forms and Conditions of the Cont�-act 2. Division I— GeneraI Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measureinent and Payment 1. Work associated with this Item is cansidered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.� SUBMITTALS �NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] l.i CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALiTY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING �NOT USED] 1.11 FIELD �SITE] CONDITIQN,S CNOT USED] 1.1� WARRANTY [NOT USED] PART�� PRODUCTS �.1 OWNER-FCIRNISHED (ox] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 EQUIPM�NT, PRODUCT TYPES, AND MATERIALS A. Design Criteria 1. Provide free standing Project Designaiion Sign in accordance with City's Standard Details for project signs. C1TY OF FORT WORTH LITTLE FOSSIL CEiEEK INTERCEPTOR (M-292) STA7IDARD CQNSTRUCTION SPECI['ICATION DOCUMENTS C1TY PR07EC'i Np. 019b0 Rcviscd July !, 2011 Q15813-2 TENfPORAI2Y PR07ECT SIGNAGE Page 2 of 3 B. Materials 1. Sign a. Constructed af'/a-inch fir �lywood, gj•ade A-C (exteriar} or better 2.3 ACCESSORIES jNOT USED] �.4 SOURCE QUALITY CUNTROL �NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS �NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NQT U�ED] 3.4 INSTALLATION A. General 1. Provide vertical installation at extents of project. 2. Relocate sign as needed, upon reyuest of the City. B. Mounting options a. Skids b. Posts c. Barricade 3.� REPAIR 1 RESTORATION [N4T USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [or�] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING �NOT USED] 3.10 CLEANING (NOT US�D] 3.11 CLOSEOUT ACTIVYTIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE A. General 1. Mainienance will include painting and repairs as needed or directed by the Ciiy. 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FQRT WORTH LITTL� POSSIL CRE1:K INTERCEPTOR (M-292) STANDARD CONSTRUCTION SP�CIPICATION DOCUM�NiS CITY PROJSCT NO. 01960 Rcvised July ], 2011 O15813-3 TEMPOftAKY PRO.T�CT SIGNAGE 1'age 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE C1TY OP FORT WORTH LITTLE FOSSIL CREEK 1NTERCBf'TOR (M-292) STANllARD CONSTRUCTION SPECIPICATION DOCUMENTS CITY PRpJECT NO. 01R60 Revised July 1, 2011 o�b000-i PR011UCT REQUIR]?MENTS Page ] of 2 SECTION Ul 60 00 PRODUCT REQUIREMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. References for Product Requireinents and City Standard Products List B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily liinited to: 1. Division 0— Bidc�ing Requirements, Contract Forms and Co��ditions of t17e Conhact 2. Division 1— General RequirEanents �.2. PRICE AND PAYMENT PROCEDURES [NOT USED] �.3 REFERENCES �NOT USED] ].4 ADMINISTRATIVE REQUJREMENTS A. A list of City approved products for use is located on Buzzsaw as follows: 1. Resources102 - Construction DocumentslStandard Products List B. Only products specifically included an City's Standard Product List in these Contract Documents sl�all be allowed for use on the Project. 1. Any subsequently approved products will only be allowed for use upon specific approval by the City. C. Any specific product requirements in the Contract Documents supersede similar products inc]uded on the City's Standard Product List. 1. The City reserves tlze right to not allow products ta be used for certain projects e�en though the product is listed on ihe City's Standard Product List. D. Although a sp�cific product is included on City's Standard Product List, not all products from that inanufacturer are appcoved for use, including but not limited to, that �nanufacturer's standard product. E. See Section O1 33 b0 for submittal requirements of Product Data included on City's Standard Product List. l.5 SUBMITTALS [NOT USED] 1.6 ACTION SUSMITTALS/INFORMATIONAL SUBMITTALS jNOT USED] 1.7 CLOSEOUT SUBMITTALS �NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] C1TY OF FORT WORTH LITTL�, FOSSii. CREEK 1NTERCEPTOR (M-292) STANDARD CONSTRUCTLON SPECIFICATION DOCUMENTS C1TY PROIECT NO. 01960 Revised Dcce�nbar 20, 2012 016000-2 PRODUCT RrQUIRtiM�3�lTS Page 2 of 2 i.10 DELIVERY, STORAGE, AND HANDLING [NOT USEDj 1.11 FIELD [SITE] CONDITIONS [NOT USED) 1.12 WARRANTY [NOT USED] PART 2- FRODUCTS rNOT USED� PART 3 - EXECUTYON [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. 7ohnson 3vtodified I,oca[ion of City's Standard Product List CITY OF FORT WORTH LITTLE POSSIL CREEK INTERCEPTOR (M-292) STANDARI] COTfSTRUCTION SPECII^'ICATION DOCUMT:NTS C1TY PROJGCT NO. 01960 Revised December 20, 2012 ot ��oo-� �ROIIUCT STORAGE A3�lD HANDLING RIiQUIREMENTS Pagc 1 of4 SECTION O1 65 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS PART1- GENERAL Ll SUMMARY A. Section Includes: 1. �cheduling of product delivery 2. Packaging of products for deiivery 3. Protection of praducts against damage from: a. Handling b. �xposure to eleinents or l�arsh environments B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specificatian Sections include, but are not neeessarily limited to: 1. DivisiQn 0— Bidding Requirements, Contract For�ns and Conditions of the Contract 2. Division l— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Wark associated with this Item is considered subsidiary to tl�e various Iteins bid. No separate payinent will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.� ADMINISTRATIVE R�QUIREMENTS [NOT USED] ].5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTAL�IINFORMATIONAL SUBMITTALS �NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 110 DELIVERY AND HANDLING A. Delivery Requirements 1. Schedule delivery of products ar equipment as required to allow timely installation and to avoid prolon�ed storage. 2. Provide appropriate personnel and equip�nent to receive deliveries. 3. Delivery trucks will not be permitted to wait extanded periods of time on the Si�e for pea�sonnel or equipment to receive the delivery. CITY OF FORT WORTH LITTLE FOSSIL CREEK INTERC�PTQR (M-292) STANDARD CONSTRL3GTION SP�CIFICATION DOCUMEI+ITS CITY PRO]ECT NO. 099G0 RcvisedJuly 1, 2011 ai �� oo - 2 PRODUCT STORAGE AND IiANDL1TlCi f2�QUIRCMENTS Page 2 of 4 4. Deliver products or equipra�ent in manufacturer's original unbroken cartons or othea� containers designed and constructed to protect the contents from physical or environmental dainage. 5. Clearly and fully mark and identify as to manufacturer, item and installatiQn location. 6. 1'rovide manufacturer's instructions for storage and handling. B. Handling Requirements 1. Handle pa�oducts or equipment in accordance witla these Contract Documents and manufacturer's recornmendations and instructioils. C. Storage Requiremer�ts 1. Store materials in accordance with manufacturer's recorrimendations and requirements of these Specifications. 2. Make necessary pravisions for safe storage of materials and equipment. a. Piace loose soil rnaterials and materials to be incorporated into Work to prevent damage to any part of Work ar existing facilities and to tnaintain firee access at all times to all parts of Work and to utility service company installatiQns in vicinity of Work. 3. Keep materials and equipment neatly and compactly stored in locations that will cause minimum inconvenience to other contractors, public travel, adjoining owners, tenants and occupants. a. Arrange storage to provide easy access for inspection. 4. Restr�ct storage ta areas available on construction site for storage of material and equipment as shown on Drawings, or approved by City's Project Representative. 5. Provide off-site storage and protection when on-site storage is not adequate. a. Provide addresses of and access to off-site storage locations f�r inspection by City's Project Representative. 6. Do not use lawns, grass plots or other private property for storage purposes witl�out written pennission of owner or other person in possession or control of preinises. Stare in inanufacturers' unopened contaitlers. Neatly, safely ar�d coinpactly stack materials delivered and stored along line of Work to avoid inconvenience and damage to propej-ty owners and general public and maintain at least 3 feet from �re hydrant. 9. Keep public and private driveways and street crossings open. 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to satisfaction of City's Project Representative. a. Total length which materials may be distributed along raute of construction at one time is 1,000 linear feet, unless otherwise approved in writing by City's Project Representative. CITY OF PORT WO1tTH LLTTLr FpSS1L CR�EK 1NT�RCEPTOR (M-292) STANAARD CONSTRUCTiON SPECIPICATION DOCUM�,NTS CTI'Y PROJ�CT NO. OL96U Reviscd ]uly 1, 2011 oi6600-3 PHODUCT STQRAGE AND HANBLING R�.QUIRIiMT'NTS Page 3 of 4 1.11 FIELD �SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS �NOT US�D] 3.2 EXAMINATION [NOT US�D] 3.3 PREPARATION [NOT USED] 3.4 ERECTION [NOT USED] 3.5 REPAIR 1 RESTQRATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.'� FIELD loa] SITE QUALITY CONTROL A. Tests and Inspections 1. Inspect all products or equipment delivered to the site prior to unloading. B. Non-Confo�ing Wark 1. Reject all products or equipment that are damaged, used or in any other way unsatisfactory for use on the project. 3.S SYSTEM STARTUP (NOT USED] 3.9 ADJUSTINC (NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION A. Protect all products or equipinenY in accordance with zraanufacturet's written directions. B. Store products or equipment in location to avoid pliysical dainage to iteins wi►ile in storage. C. Protect equipment from exposure to eletnents and keep thoroughly dry if required by the manufacturer. 3.13 MAINTENANCE [NOT USEDJ 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH LITTLE FOSSIL CRT:CK INTERCEPTOR (M-292) STANDARD CONSTitUCTION SPECIFICATION DOCUMENTS CITY PR03CCT ]+SO. 01960 Reviscd ]uly I, 2011 o� 6� oo - a PRODUCT STOItACE AND HANDLINC RCQUTRCMENTS Page 4 af 4 Revision Log DATE NAME SUMMARY OF CHANGE C1TY OF FORT WQ[ZTH Ll"FTLE POSSII. CREEK 1NTERCEPTOR (M-292) STANDARD CONSTRUGTIQN SP�CIFICATION DOCUMENTS CITY PROJEGT NO. 01960 Rcvised7uly i, 201 3 o��000-� ivIOBIL]ZATiQN AND REMOB1LdZATIDN Page I of 3 3) Premiums paid for perfonnance and }�ayment bonds �4} Transportation of Contractor's personnel, equipment, and operating supplies tn another lacation within the designateci Site 5) Relocation of necessary generai faci]ities for the Contractor's operatian from 1 location to another location on tl�e Site. De�nabilization 1) Transportation of Contractor's persannel, equipment, and operating supplies away from the Site including disasseinbly 2) Site Clean-up 3) Removal Qf all buildings and/or other facilities assembled at the Site for this Contract Mobilization and Demobilization do not include activities for specific items of work that are for which payment is provided elsewhere in the contract. PART1- GENERAL 1,1 SUMMARY A. Section Includes: 1. Mobilization and Demobilization a. Mobilization 1) Transpartation of Contractor's personnel, equipment, and operating supplies to the Site 2) Establishment of necessary general facilities for the Contractor's operation at the Site b. c. 2. Reinobilization a. Remobilization for Suspension of Work specifically required in fhe Contract Documents or as required by City includes: 1) Demobilization 2} 3} sECT�oN oi 70 oa MOBILIZATION AND REMOBILIZAT30N a) Transportation of Contractor's persanne�, equipinent, and operatin� supplies from the Site including disassembly or temporarily securing equipinent, supplies, and other facilities as designated by the Contract Documents necessary to suspend the Work. b) Site Clean-up as designated in ihe Contract Documents Reinobilization a) Transportation of Contractor's personnel, equipment, and operating supplies to t�ie Site necessary to resume th� Work. b} Establishment of necessary general facilities for the Contractor's operation at the Site necessary to resumc the Work. No Payments will be made for: a} Mobilization and Demobilization froin one location to anoiher on tlie Site in the normal progress of perforining the Work. b} Stand-by or idle time c) Lost pz-ofits Mobilizations and Demobilization for Miscellaneous Projects a. Mobilization and Demobilization C1'FY OF PORT WORThI LITTLE r'OSSIL GREEK INTERCEPTOR (M-292) STANDARD CONSTRUCTIO73 SPECiFICATION DOCUMCN7'S CITY PROJECT NO. 01960 a17000-2 MOBILIZATlON A3�fD REM0131L1'LATIOhf Pagc 2 of 3 1) MobiIization shall consist of the activities and cost on a Work Order basis necessary foj•: a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site fot� the issued Work Order. b) Establishinent of necessary general facilities for the Contractor's operation at the Site for the issiied Work Order 2) Demobilization shall consist of the activities and cost necessary for: a} Tra�lsportation of Contractor's personneI, equiprnent, and operating supplies from the Site including disassembly for each issued Work Order b) Site Clean-up far each issued Work Order c) Removal of all buildings or other facilities assembled at the Site for each Work Oder b. Mobilization and Demabilization do not include activities for specific items of work foa� wl�icl� payment is provided elsewhere in the contract. 4. Emergency Mobilizations and Demabilization for Miscellaneous Projects a. A Mobilizatian for Miscellaneous Projects when directed by the City and the mobilization occurs within 24 hours of the issuance of the Work Order. B. Deviations from this City of Fort Worth Standard Specifcation 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0-- Bidding Requirements, Contract Forms and Conditions of the Contzact 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment [Consult City Department/Division for direction on if Mobilization pay item to be included or the item should be subsidiary. Include tl�e appropriate Section 1.2 A. 1.] Mobilizatian and Demobilization a. Measure 1) This Item is considered subsic�iary to the various Itenc�s bid. b. Payment 1} The work performed and materials fumished in accordance with this Ttem are subsidiary to the various Items bid and no other compensation will be allowed. 2) The work performed and materials fuinished for demobilization in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 1.3 REFERENCES [NOT USED] 1.4 ADMIN�STRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS �NOT USED] 1.6 INFORMATIONAL SUBMITTALS [NOT USED) 1.'� CLOSEOUT SUBMITTALS �NOT USED] 1.8 MAINTENANCE MATERiAL SUBMITTALS jNOT USED] C1TY OF FORT WORTH LITFLE FOSSIL C}t�EK INT�;RCEPTOR (M-292) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PR07�CT NO. 01960 ai �o 00 - 3 MOBILIZATIOA! AND REMOBILIZATION Page 3 of 3 1.9 QUALITY ASSURANCE [NOT USED] 1.1Q DEL�V�RY, STORAGE, AND HANDLINC [NOT USED] l.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY �NOT USEDj PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE ll/22/16 Michael Owen 1.2 Price and Payme�t Procedures - Revised specification, including blue text, ta make specification flexihle far either se�bsidiary or paid hid item for Mobilizaiion. CITY OF FORT WOKTH LITTLE FOSSIL CItEEK INTERC�PTOR (M-292) STANDAIiD CONSTRUCT�pN SPECIFICATION DOCUiv1�NT5 CITY PR07ECT Np. 01960 017123-] CONSTRUCTTON STAKIiVG AND SUKVEY Page ] of 8 SECTION O1 71 23 CONSTRUCTION STAKING AND SURVEY PART1- GENERAL 1.1 SUMMARY A. Section Inciudes: Requirements for construction staking and construction survey B. Deviations from this City of Fort Worth Standard Specification 1. 1.9 Ouality Assurance — B. Construction Sur�ey 3. General — Construction Survey shall deiermine existing grades and cross sections of animproved alleys to ensure grades are returned to pre-construetion conditions. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirerr�ents 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Construction Staking a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payrnent 1) The work perforined and the materials furnished in accordance w�th tliis Item shall be paid for at the lump su�n price bid for "Construction Staking". 2) Payment for "Construciior� Staking" shall be made in partial payments prorated by work completed compared to totaI work included in the lump sum i�ezn. a The price bid shall include, b�t not be Iimited to the following: 1) Verification of conh�ol data provided by City. 2) 1'laceinent, maintenance and replacement of required stakes and inarkings in the field. 3) Preparation and submittal of construction staking documentation in the form oi "cui sheets" using the City's standard template. 2. Construction Su�vey a. Measurement 1} This Itein is considered subsidiary to the various ltems bid. b. Pay�nent 1} The work perfo�7ned and the materials ft�rnished in accordance with this Ite�n are s�bsidiary to the various Items bid and na pther compensation will be allowed. 3. As-Built Survey a. Measurement 1) Measurement for this Item shall be by lutnp sum. b. Payment CITY OP POitT WQRTH LITTLE FOSSIL CKEEK 1NT�RC�PTOR (M-292) STAIVDAfLll CONSTRUGTIpN SP�CIFICATION DOCUMENTS CITY PRp1EGT Np. 019b0 Revised �ebruary l4, 201 S 01 71 23 - 2 CONSTEtUCTION STAKING ANn SURVEY Page 2 of 8 l) The work perfonned and the inaterials iurnislied "m accardance with tl�is Item shall be paid for at the lump sum price bid for "As-Built Survey". 2} Payment %r "Constructio�� Staking" shall be inade in partial payinents prorated by work completed compared to total worlc included in the luinp sum item. c. The price bid shall include, but not be lirnited to the following:: 1) Field ineasurements and survey shots to identify location of completed facilities. 2) Doc�unentation and submittaI of as-built survey data onto contractor redline plans and digital survey files. l.3 REFERENCES A. Definitians 1. Constructian Survev - The survey sneasureinents made prior to or wl�ile const��uction is in progress to conh•oi elevation, horizontal position, dimensions and confguration of structures/improvements included in the Project Drawin�s. 2. As-built Survey —The measurements made after the construction of the iinprovement features are coinplete to provide posiiion coordinates for the features of a project. 3. Construction Stakin� — The placement of stakes and inarkings to provide offsets and elevations to cut and �11 in order to locate on the ground the designed structures/improvements included in the Project Drawings. Construction staking shall include staking easements and/or right of way if indicated on the plans. 4. Surv� "Field Checks" — Measurements made after construction staking is coinpleted and before construction work begins to ensure that structures marked on ti�e gro�nd are accurately located per Project Drawings. B. Technical References 1. City of Fort Worth — Cansiruciion Stalcing Standards (available on City's Buzzsaw website} — 0 i 71 23.16.61 _ Attachinent A_Survey Staking Standards 2. Ciiy of Fort Worth - Standard Survey Data ColIector Library {fxl} files (available o�� City's Buzzsaw website). 3. `I'exas Department of Transportation (TxDOT) Stuvey Manual, latest revision 4. T'exas Society of Professional Land Surveyars (TSPS), Manual of Practice for Land Surveying in the State of Texas, Category 5 1.4 ADMINISTRATIVE REQUIREMENT� A. The CoatYsrtor's selection of a surveyor must comply with Texas Government Code ��54 (qualifications based selectian) for this project. 1.5 SUBMITTALS A. Submittals, if required, shall be in accordance with Section O1 33 00. B. A11 subm�ttals sliall be received and reviewed by the City prior to deliveiy of work. CITY OF FORT WORTH LITTLE FOSSIL CRI:'�K INTI;RCTiPTOR (M-292) STANDARD CON$TRUCTION SP�CIrICATION DOCUMENTS CITY PRO.]ECT NO. D196D Revised �cbruary 14, 2018 01 71 23 - 3 CONSTRUCTION STAKING AND SURVEY Page 3 of S 1.G ACTION SUBMITTALS/lNFORMATIONAL SUBMITTALS A. Fie�d Quaiity Control Submittals l. Docuinentation verifying accuracy of f�ld engineering work, including coordinate conversions if plans do not indicate grid or ground coordinates. 2. Submit "Cut-Sheets" conforrning to the standard temp�ate provided by the City (refer to O1 71 23.16.01 — Attachment A— Survey Staking Standards). 1.7 CLOSEOUT SUBMITTALS B. As-buiit Redline Drawing Submittal 1. Submit As-Built Survey Redline Drawings dociunenting the locations/elevations of constructed improvements signed and sealed by Registered Professional Land Su�veyor (RPLS) responsible for the work (refer to O1 71 23.16.01 -- Attachrrsent A — Survey Staking Standards) . 2. Contractor shall submit the proposed as-built and completed redline drawing submittal one (1} week prior to scheduling the project final inspection for City review and comment. Revisions, if necessary, shall be made to the as-built redline drawings and resubmitted to the City prior to scheduling the construction final inspection. 1.8 MAINTENANCE MATERIAL SUBMITTAL� [NOT USED] 1.9 QUALITY ASSURANCE A. Construction Sta�Cing 1. Construction staking will be perfoi�ned by the Contractor. 2. Coordination a. Contact City's Project Representative at least one week in advance notifying the City of when Construction Staking is scheduled. b. It is the Contractor's responsibility to coordinate staking such that construction activities are noi delayed oa� negatively impacted. 3. General a. Confractor is responsible for preservin� and maintaining stakes. If City s�uveyors are required to re-stake for any reason, the Contractor will be responsible for costs to perform staking. If in the opinion of tl�e City, a sufficient nuinber of stakes or markings have been lost, destroyed disturbed or oinitted that the contracted Work cannot take place then the Contractor will be required to stake or re-stake the deiicieni areas. B. Construction Survey 1. Construction Sur�ey will be performed by the Contractor. 2. Coordination a. Contractor to verify that horizontat and veitical controi data established in t1�e design survey and required for construction survey is available and in place. 3. General a. Construction survey will be performed in order to construct the work shown on the Construction Drawings and speci�ed in the Contract Documents. b. For construction methods other than open cut, the Contractor shall perfonn construciion survey and verify control data including, but not Iimited to, the followin�;: CITY OP PORT WORTH I.1TTI.� I'OSSFL CR��K INTERCEPTOR (M-292) STAl+lllATLlI CONSTI2UCTION SPECIF'ICATIOh! DOCUMENTS C1TY PROJECT NO. 01960 Revised 1^eb�•uary 14, 2018 U17123-4 CONSTRUCTIOt�I STAKI]wIG ASVD 3URVEY I"age 4 of S 1) Verification that established benchmarks and control are accurate. 2) Use of Benchmarks to furnish and maintain all reference lines and grades fo�� tunneling. 3} Use of line and grades to establish the tocation of the pipe. 4) Submit to the City copies oFfieId notesused to establish all lines and grades, if requested, and aIlow the City to check guidance system setup prior to beginning each tunneling drive. 5) Provide access for the City, if requested, to verify the guidance system and the line and grade of the ca17•ier pipe. 6) The Contractor reinains fully responsible for the accuracy of the work and carrection of it, as required. 7} Monitor line and �rade coniinuously during construction. S) Record deviation with respect to design line and grade once at each pipe joint and submit daily records to the City. 9) If the installation does not meet the specified tolerances (as outlined in Sections 33 OS 23 and/or 33 OS 24}, iirunediately notify the City and correct the installation in accordance with the Contract Documents. C. As-Built Survey 1. Required As-Built Survey will be performed by tl�e Contractor. 2. Coordination a. Contracior is to coordinate with City to confirm which features require as- built surveying. b. It is the Contractor's responstbility to coordinate the as-built survey and required measurements for items that are to be buried such that construction activities are not delayed or negatively impacted. c. �or sewer mains and water �nains 12" and under in diameter, it is acceptable to physicaIIy ineasure depth and inark the location during tlze progress of construction and take as-built survey after the facility has been buried. The Contractor is responsible for the quality control needed to ensure accuracy. General a. The Contractor shall provide as-built survey including the elevation and location {and provide written documentation to �he City) of construction features de�ring the progress of the consfruction includifig the following: 1) Water Lines 2) 3) a) Top of pipe elevations and caordinates for waterlines at the foIlowfng locations: (1) Minimi.un every 2501inear feet, including (2) Horizontal and vertical points af inflection, cuivatur�, etc. {3} Fire Iine tee (4} Plugs, stub-outs, dead-end lines (S) Casing pipe (each end) and all buried fittings Sanitary Sewer a) Top of pipe elevations and coordinates for force mains and siphon sanitary sewer lines (non-gravity faciiities) at tlze following locations: (I} Mi�imum e�eiy ZSQ linear feet and any buried fittings (2) Horizontal and vej-tical points of inflection, curvature, �tG. Stormwater — Not Applicable CITY OF FORT WORTH LITTLE FOSSIL Ci2EEK INTERCEPTOR (M-292) STANDARD CONSTRLTCTION SPECIFICATION DOCUMENTS CITY PROJ�CT 3�lO. 01960 Rcviscd Fcbruary l4, 2018 0�7123-5 CONSTRUCTION STAKITIG AND SURVEY Page 5 of 8 The Contractor shall provide as-built survey including the elevation and location (and provide written documentation to the City) oi construction features after the coRstruction is connp�eted including the following: 1) Manholes a) Rim and flowline elevations and coordinates for each manhole 2) Water Lines a} Cathodic protection test stations b) SampIing stations c) Meter boxes/vaults (All sizes) d) Fire hydrants e) VaIves (gate, butterfly, etc.} f} Air Release valves (Manhole rim and vent pipe) g) Blow off valves (Manhole rim and valve lid} h) Pressure pIane valves i) Undergraund Vaults (1} Rim and flowline elevations and coordinates for each Underground Vault. 3) Sanitary Sewer a) Cleanouts (1) Rim and flowIine elevations and coordinates for each b) 1Vlanholes and Junction Structures {1) Rim and flowline elevations and coordinates for each manhale and junction structure. 4} Stormwater — Not Applicable 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 F�ELD [SITE] CONDITIONS [NOT USED] ].12 WAItRANTY PART 2 - PRODUCTS A. A construction s�arvey wi11 produce, but will not be Iimited to: 1. Recovery of relevant control points, points of curvature and points of intersection. 2. Establish te�nporary lzorizantal and vertical control elevations {benchmarks) sufficiently pennanent and located in a manner to be used throughout consh�iction. 3, The location of planned facilities, easements and improvements. a. Establishing final line and grade stakes for piers, floors, grade beazns, parking areas, utilities, streets, highways, tunnels, and other constj�uction. b. A record of revisions or coirections noted in an orderly manner for reference. c. A drawin�, when r�quired by the client, indicating the horizontal and vertical location of facilities, easeanenis and improvements, as bnilt. 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all construction staking projects. These cut sheets shall be on the standard city teinplate which can be obtained from the Survey Superintendent (817-392-7925). 5. Digital survey files in the fallowing fonnats shall be acceptable: a. AutoCAD {.dwg} b. ESRI Shapefile (.shp} CITY OF PORT WOitTH LITTLE F05SIL CREEK IAlTERCEPTOIt (M-292) STANDARD CONSTRUCTION SPECIFICATION DQCUM�N'I'S C1TY PR07ECT NO. 01460 Revised February 14, 2018 017123-6 CONSTRUCTION STAKING AMD SURVEY Page 6 of 8 c. CSV file (.csv), formatted with X and Y coordinates in separate calumns (use standard templates, if available) b. Survey files shall include vertical and harizantal data tied to original project control and benchmarks, and shall include feature descriptions PART3- EXECUTION 3.1 INSTALL�RS A. Tolerances: The staked Iocation of any improvement or facility shouid be as accurate as practical and necessary. The degree of precision reyuired is dependent on many factors all of which must remain judginental. The tolerances listed hereafter are based on generalities and, under certain circumstances, shall yield to specific requireinents. The surveyor shall assess any situaiion by review of the overall plans and through consultation with responsible pasties as to the need for specific tolerances. a. Ea�•thwork: Grades for earthwork or rough cut should not exceed �.1 ft. verticai tolerance. Horizontal alignment for earthwo�•k and rough cut should not exceed 1.0 ft. tolerance. b. Horizontal alignment on a stz-ucture s��all be within .0. l�t tolerance. c. Paving or concz-ete foa� streets, curbs, gutters, parking areas, drives, alleys and waikways shall be lacated within the confines pf tne site boundaries and, occasionally, along a boundary or any other restrictive line. Away from any restrictive line, these facilities should be staked with an accuracy producing no more than 0.05#�. tolerance from their specified �ocations. d. Underground and overhead utilities, such as sewers, gas, water, telephone and electric lines, sha11 be located horizontally within their prescribed areas or easements. Within assigned areas, these utiIities should be staked with an accuracy producing no more tl�an 0.1 ft tolerance fram a specified locatian. e. Tl�e accuracy required for the vertieal location of uti�ities varies widely. Many underground utilities reqnire only a minimuin cover and a tolerance of 0.1 ft. should be mair�tiained. Underground and overhead utitities on planned prof le, but not depending on gravity flow for perfoi-�nance, should not exceed 0.1 ft. toIerance. B. Surveying instruments shall be kept in close adjustment according to manufacturer's specifcations or in coinpliance to standards. The City reserves the right to request a calibration report at any ii�ne and reco�ninends regu�a.r maintenance schedule be performed by a certi�ed t�chnician eveay 6 months. 1. Field zxieasurements of an�les and distances shall be done in such fashion as to satisfy the closures and tolerances expressed in Part 3.1.A. 2. Vertical locations sl�all be established from a pre-established benchmark and checked by closing to a different bench mark an the saine datum. 3. Construction survey fieid work shai] correspond ta the client's plans. Irregularities or conflicts found shall be reported promptly to the City. 4. Revisions, corrections and other pertinent data shafl be logged for future reference. C1TY OP PORT WORTH LITTLE FOSSIL C�2EEK INTBRCEPTOR (M-292) STA[VDA1tI] CONSTRUCTION SPI:CTFICATIpI� DpCUMENTS CITY PROJEGT NQ. 01960 Revised Pebru�try 14, 2018 017123-7 CO[�fSTRUCTION STAKING AND SURV�Y Pagc 7 of S 3.� �XAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION 3.5 REPAIR / RESTORATI4N A. If the Contractor's work damages or c�estroys one or more of the control monuments/points set by the City, the monuments shall be adequateIy referenced for expedient restoration. l. Notify City if any control data needs to 6e restored or replaced due to damage caused during construction operations. a. Coaltractor shall perfonn replacements and/or restoratians. b. The City may require at any time a survey "Field Check" of any monument ar benchmarks that are set be verified by the City siu•veyors before fizrther associated work can move forward. 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [ox] SITE QUALITY CONTROL A. It is the Coniractor's responsibility to maintain all stakes and control data placed by the City in accordance with ihis Specification. This includes easeinents and rig�rt of way, if noted on the pians. B. Do not change or relocate stakes or control data without approval from the City. 3.8 SYSTEM STARTUP A. Survey Checks 1. The City reserves the right to perfortn a Survey Checic at any tiine deeined necessa�y. 2. Checks by City personnel or 3"i pariy contracted surveyor are not intended to relieve the contractor of his/her responsibility for accuracy. 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.1i CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECT�ON [NOT USED] 3.13 MAiNTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OP PORT WORTH LTTTLF FOSSIL CRE�K INTGRC�PTOR (M-292) STANDARD CONSTRUCTION SPI:C�FiCATIpN �]OCUMENTS CITY PROJECT 1+f0. Of960 Revised Pebruary 14, 20 ] 8 017123-& CONSTRUCT30N STAKING A1+3D SUftVEY Page 8 of 8 Revisian Log DAT� NAME SUMMARY QF CHANGE 8/31/2012 D.Johnson Added instruction and modified measuremcnt & payment under i.2; added 8/31/2017 M. Owen definitions and refercnces under 1.3; modified 1.6; added 1.7 closeout submittal requirements; modified 1.9 Quality Assnrance; added PART 2— PRODUCTS ; Added 3.1 Insta�lers; added 3.5 RepaidRestoration; and added 3.8 System Starfup. Removed "blue text"; revised mcasurement and payment sections for Construction 5takii�g and As-Built Survey; added reference to selection compliance with TGC 2/1�412018 M Owen 2254; revised action and Closeout submittal requireme�its; added accepta6le deptli measurement criteria; revised list of items requiring as-built snr�ey "diEring" and "after" construction; and revised acccpta6le digital survey file format C1TY OF FORT WORTH LITTLE FpSS1L CREEK 1NTERCEPTOK (M-292) STANDARD CON3STRUCTION SPIsCIFlCATION DOCUM�NTS CITY PROJECT NO. 01960 Reviscd Fcbruary 14, 2D18 017423-1 CLEANING Page 1 of4 SECTION Ol 74 23 CLEANING PART1- GENERAL l.1 SUMMARY A. Section Inc�ud�s: 1. Intermediate and �nal cleaning for Work not including special cleaning of closed sysiems speci�ed elsewhere B. Deviations from this City of Fott Worth Standard Speci�cation 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1-- General Requirements 3. Sectian 32 92 I3 — Hydro-Mulching, Seeding and Sodding 1.� PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary io the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] I.4 ADMINISTRATiVE REQUIREMENT� A. Scheduling I. Schedule cleaning operations so thai dust and other contaminants disturbed by cleaning process will not fall on newly painted surfaces. 2. Schedule final cleaning upon co�npletion of Wori� and immediately priar to final inspection. 1.5 SUBMITTALS [NOT USED� 1.6 ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS �NOT USED] 1.7 CLOSEOUT SUBMITTALS �NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 19 QUALITY ASSURANCE (NOT U�ED] 1.10 STORAGE, AND HANDLING A. Storag� and Handling Requireinents I. Store cleaning products and cleaning wastes in containers specifically designed for those materials. CITY OP PORT WORTH LITTLE FOSSIL CREEK 1NTERGEPTOR (M-292) STANllARU CONSTRUCTION SPECIFICATION DOCU11�fENT5 C�I'Y PROJGC.T NO. 01964 Re�ised luly I, 2011 017423-2 C.L�AIVING Page 2 of 4 1.11 FIELD �SITE] CONDITIONS [NOT LISEDJ 1.I2 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER-TURNISHED [oii] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A. Cleaning Agents 1. Coinpatible witl� surface being cleaned 2. New and uncantaminated 3. For �nanufactured surfaces a. Material recommended by manufacturer 2.3 ACCESSORIES [NOT USED� 2.4 SOURCE QUALITY CONTROL jNOT U�ED] PART 3 - EXECUTION 31 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [N�T USED] 3.4 APPLICATION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.'� FIELD [ok] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP �NOT US�D] 3.9 ADJUSTINC [NOT USED] 3.10 CLEANING A. General 1. Prevent accumulation oF wastes that create l�azardous conditions. 2. Conduct cleaning and disposal operations to comply with laws and safety orders of goveming authorities. 3. Do not dispose of volatile wastes such as minez-al spirits, oil or paint thrnner in storm or sanitary drains or sewers. 4. Dispose of degradable debris at an approved solid waste disposal site. 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an alternate manner appro�ed by City and re�ulatory agencies. CITY OF FOKT WORTH LITTLI: POSSIL CREEK INTERCEPTOR {M-292) STANDARD CONSTRUCTION SPECIPICATION DOCUMENTS CITY PROI�CT NO. 01960 Rcviscd ]uly 1, 2011 017423-3 CLEANING Page 3 of 4 6. Handle materials in a controlled manner with as few liandlings as possible. 7. Thorougl�ly clean, sweep, wash and polish all Work and equipinent associated with this project. 8. Remove all signs of teinporaiy construction and activities incidental to construction of required permanent Work. 9. Ifproject is not cleaned to the satisfaction of the City, tl�e City reserves the right to have the cleaning comp�eted at the expense of il�e Contracto�-. 10. Do not burn on-site. B. Intennediate Cleaning during Construction 1. Keep Work areas clean so as not to hinder health, safety or convenience of personnel in existing facility operations. 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 3. Confine construction debris daily in strategically located container(s): a. Cover to prevent blowing by wind b. Store debris away from construction or operational activities c. Haul from site at a ininimum of once per week 4. Vacuum clean interior areas when ready to receive finish painting. a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance. 5. Priot� to storin events, thoroughIy clean site of all loose or unsecured items, which may become airborne or transported by flowing water during the stonn. C. Interior Final Cleaning i. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints,labels and other foreign materials from sight-expos�d sua�faces. 2. Wipe aD lighting fixture reflectars, lenses, lainps and triins clean. 3. Wash and shine glazing and mirrors. 4. Polish glossy surfaces to a clear sliine. 5. Ventilating systems a. Clean permanent filters and replace disposable filters if units were operated during construction. b. C1ean ducts, blowers and coils if units were opera�ed without filters during constiuction. 6. Replace all burned out lainps. 7. Broom clean process area floors. S. Mop office and control room floors. D. Exterior (Site or Right of Way) Final Cleaning 1. Remove trash and debris containers from site. a. Re-seed areas disturbed by location of trash and debris containers in accordance witl� Section 32 92 13. 2. Sweep roadway to remove all rocks, pieces of asphati, concrete or any ather object that may hinder or disrupi ihe flow of traffic along the roadway. 3. Clean any interior areas includi�g, but not lir►aiied to, vaults, manhales, structures, junction boxes and inlets. CITY OF FORT WORTH LITTLE FOSSIL CREEK INTERCEPTOR (ivf-292) STA3VDARD CONSTRUCTION SPECIFICATION DOCUMTs'NTS CFI'Y PROJGCT 3�f0. 01960 Revised 7uly 1, 2D11 D17423-4 CLEAMNG Pagc 4 of4 4. If no longer required for maintenance of erosion facilities, and upon approval by City, reino�e erosion contral from site. 5. Clean signs, lights, signals, etc. 3.11 CLOSEDUT ACTiVITIES [NOT USED] 3.1� PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FOR'I' WORTii LITTL� FOSSIL CREEK 1NTERCEPTOR (M-292) STANDARD CONSTRUCTION SPECIFICATION 1�OCUMENT5 CITY PROJECT NO. 01960 Reviscd July 1, 2U1 I OE7719-1 CLOS�,OUT REQUIREM]'sNTS Page 1 of 3 SECTION 01 i'� 19 CLOSEOUT REQUIREMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. The procedure for closing out a contract B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections inc�ude, but az�e not necessarily limited to: �. Division 0— Bidding Requirements, Contract Forms and Conditians of the Contract 2. Division l--- General Requireinents 1.2, PRICE AND PAYMENT PROCEDURES A. Measurement and Payinent 1. Work associated with this Item is considered subsidiary to the various Itenns bid. No separate payment will be allowed for ihis Item. 1.3 REFERENCES �NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Guarantees, Bonds and Af�davits 1, Na application for final payment will be accepted until all guarantees, bonds, certificates, �icenses and affidavits required for Work or equipment as specified are satisfactorily filed with the City. B. Release of Liens or Claims 1. No application for final payment will be accepied until satisfactory evidence of release of liens has been submitted t� the City. 1.5 SUBMITTALS A. Submit ail required dacumentation to City's Project Representative. C1TY OF PORT WORTH LITTLE FOSSIL CREEK 1NTERCEPTOR (M-292) STANDARD COWSTRUCTION SPEGIFIGATIpN llOCUMENTS CITY PROI�CT iYO. 019G0 Revised 7uly I, 2011 U17719-2 CLOS�OUT RTQ[JTR1:IvIENTS Page 2 of 3 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS (N'OT USED] 3.� EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 CLOSEOUT PROCEDURE A. Prior to rec�uesting Final lnspection, submit: 1. Project Record Documents in accordance with Section 01 78 39 2. Operation and Maintenance Data, if required, in accordance with Section O1 78 23 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section O1 74 23. C. Finallnspection 1. At�er tinal cleanir�g, provide notice to tlie City Project Representative that the Work is completed. a, The City wi�l make an initial Final Inspection with the Contractor present. b. Upon coinpletion of this inspection, the City will notify the Contractor, in writing within 10 business days, of any particulars in which this inspection reveals that the Work is defective or incomplete. 2. Upon receiving written notice from the City, immediately undertake the Work required to remedy deficie�cies and complete the Work to the satisfaction of the CiCy. 3. Upon completion of Wor�� associated with the itesns listed in the City's �n�itten notice, inform the City, that the required Work has been completed. Upon receipt of this notice, the City, in the presence of the Contractor, wiIl make a subsequenf �'inal Inspection of the project. 4. Provide all special accessories required to place each ite�n of equipment in fu11 operation. These special accessory items include, but are not limited to: a. Specified spare parts b. Adequate a�l and grease as requir�d for the �rst lubrication of the equipment c. Initial fill up of all chemical tanks and fuel tanks d. Light bulbs e. Fuses f Vault keys g. Handwheels h. Other expendable items as required for initial start-up and operation of all equipment D. Notice of Project Co�npletion CITY OF PORT WORTH LITTLE F05S1L CREEK INTERCEPTOR (M-242) STANDARD CONSTRUCTIOIY SP�CIPICATION DOCUivIEI+ITS CTTY PR07I;CT NO. 019G0 Revised duly ] , 201 ] 0177]9-3 CLOSEOUT REQUlREMENTS Page 3 of 3 1. Once the City Project Representative finds the Work subsequent to Fina1 Inspection to Ue satisfactoiy, the City will issue a Notice of Project Completion (Green Sheet). E. Supporting Documentation 1. Coordinate with tlae City Project Representative to complete the following additional �orms: a. Final Payment Request b. Statement of Contract Time c. Affidavit of Payment and Release of Liens d. Consent of Surety to Final Payment e. Pipe Report (if required) f. Contractor's Evaluation of City g. Performance Evaluation of Contractor F. Letter of Final Acceptance 1. Upon review and acceptance of Notice of Project Completion and Supporting Docuinentation, in accordance with General Conditions, City will issue Letter of Final Acceptance and release tl�e Final Payment Request far payment. 3.� REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.i F1ELD �oR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT U�ED] 3.10 CLEANING �NOT USED] 311 CLOSEOUT ACTIVITIES [NOT iTS�D] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE rNOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECT�ON Revision Lpg DATE NAME SUMMARY OF CHANGE C1TY OF FORT WORTH LITTLE FOSSTL CREEK R�IT�RC�PTOR (3vT-292) STAAIDARD CONSTRIICTION SPECIFICATION nOCUMEt�ITS C1TY P1tOJ�,CT IQO. 01960 Rcvised 7uly 1, 20i 1 017823-] OPERATION AND MAI3�lTEl�}ANCE DATA Pagc 1 of 5 SECTION 01 i8 �3 OPERATTON AND MAINTENANCE DATA PART1- GENERAL 1.1 SUMMARY A. Section �ncludes: 1. Product data and related information appropriate for City's maintenance and operation of products furnished under Contract 2. Such products may include, but are not liinited to: a. Trafiic Controllers b. Irriga�ion Controllers {to be operated by the City) c. Butterfly Valves B, Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited ia: 1. Division 0-- Bidding Requirements, Contract Forms and Conditions of'the Contract 2. Division 1�- Generai Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. MeasUrement and Pay�nent 1. Work associated with this Item is considered subsidia�y to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1A ADMINISTRATIVE REQU�REMENTS A. Schedule 1. Submit inanuals in final form to the City witlain 30 calendar days of product shipment to the project site. 1.5 SUBMITTALS A. Subrr�ittals shall be in accordance with Sectian O1 33 OU . All submittals shall be approved by the City prior to delivery. 1.6 INFORMATIONAL SUBMITTALS A. Submittal Form 1. Prepare data in fonn of an instructional manual for use by City personnel. 2. Forinat a. Size: $'/z inches x 11 inches b. Paper l) 40 pound rninimum, white, for typed pages 2) Holes reinforced with pIastic, cloth or metal c. Text: Manufacturer's pri��ted da�a, ar neatly typewritten C1TY OF FORT WORTH LITTLE FOSSILCK�;EK INTERCTiPTQR (M-292) STAN�ARD CONSTRUCTION SPECI�ICATION DOCUM�,NTS CITY PRO]�,CT NO. 01960 Rcvised Decembcr 20, 2012 Oi 7$ 23 - 2 pPERATION AND NIAINTENANCE DATA Pagc 2 of 5 d. Drawin�s 1) Provide reinforced punched binder tab, bind in with text 2) Reduce larger drawings and fold to size of text pages. e. ProvEde fly-leaf for each separate product, or �ach piece of operating equipment. 1) Provide typed description of product, and major component parts of equipment. 2) Provide indexed tabs. £ Cover 1) Identify each volume witl� typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". 2) Lis�: a) Title of Project b) Identity of separate structure as appiicable c) Identity of general subject inatter covered in the manual 3. Binders a. Commercial quality 3-ring binders with durabie and cleanable plastic covers b. When multiple binders are used, correlate the data into related consistent groupings. 4. If available, provide an electronic fonn of the O&M Manual. B. Manual Content L Neatly typewritten table of conients for each volume, arranged in systematic order a. Contractor, name of respansible principal, address and telephone nuxn6er b. A list of each product required to be includec�, indexed to content of the volume c. List, with each product: 1) The naine, address and telephone number of the subcontractor ar installer 2) A lisi of each product required to be inc�uded, indexed to content af the volutne 3) Identify area of responsibility of each 4) Local source of sup�ly for parts and replacement d. Identify each product by product naine and other identifying syinbols as set forth in Contract Documents. 2. Product Data a. IncIude only those sheets which are pertinent to the specifiic product. b. Annoiate each sheet to: 1) Clearly identify specific product or part installed 2) Clearly identify data applicable to installation 3) Delete references to inapplicable information 3. Drawings a. Suppleinent product data with drawings as necessary to clearly illustrate: 1) Relations of camponent parts of equipinent and systems 2} Control and flow diagrams b. Coordinate drawings with information in Froject Record Documents to assure correct illustration of completed installation. c. Do not use Project Record Drawings as maintenance drawings. 4. Written text, as required to supplement product data for the particular installation: a. Organize in consistent format under separate headings for different procedures. b. Provide logical sequence of instructions of each procedure. C1TY OF NQRT WORTIi LITTLE FOSSILCKEEK INTERCEPTOR (3v1-292) STATIDARD CONSTRUCTION SPECIFICATION DOCUME€YTS GITY PROJECT AIO. 01960 Rcvised December 20, 2012 o1�sa3-3 OP�RATION AND MAINTENANCE DATA Page 3 of 5 5. Copy of each warranty, bond and seivice contract issued a. Provide infonnation sheet for City personnel giving: 1) Proper procedures in event of fai�ure 2) Instances which might affect validity of warranties or bonds C. Manual for Materials and Finishes 1. Submit 5 copies of complete rnanual in final form. 2. Content, for architectural products, applied materiats and iinishes: a. Manufacturer's data, giving full infonnation on products 1) Catalog nuinber, size, composition 2) Color and texture designations 3) lnformation required for reordering special manufactured products b. Instructions for care and rnaintenance 1} Manufacturer's recommendation for types of cleaning agents and methods 2} Cautions against cleaning agents and methods which are detrimental to product 3) Recommended schedule for cleaning and maintenance Content, for moisture protection and weather exposure products: a. Manufacturer's data, giving full information on products 1) Applicable standard,s 2) Chemical camposition 3) Details o�installation b. Instructions for inspection, maintenance and repair D. Manual for Equipment and Systeins 1. Submit 5 copies of complete manual in final form. 2. Content, for each unit of equipment and system, as appropriate: a. Description of tuiit and coznponent parts 1) Function, normal aperating characteristics and limiting conditions 2) Performance curves, e��ineering data and tests 3) Complete nomenclature and commercial number of replac�able parts b. Operating procedures l) Start-up, break-in, routine and normal operating instructions 2} Regulation, control, stopping, shut-down and emergency instructions 3} Summer and winter operating instructians 4} Special operating instructions c. Maintenance procedures 1) Routine operations 2) Guide to "ta�ouble shooti�g" 3) Disassembly, repair and reassembly 4) Alignn�ent, adjusting and checking d. Servicing and lubrication schedule 1) List of lubricants required e. Manufacturer's printed operating and maintenance instructions f. Description of seguence of operatioa� by control manufacturer 1) Predicted life of parts subject to wear 2} Items recommended to be stocked as spare parts g. As installed contral diagrams by controls inanufacturer h. Each coz�tractor's caordination drawings 1) As installed color coded piping diagrains CITY OF FORT WORTH LITTLE FOSSILCRT•.EK INTERCEPTOR (M-292} STANDAi�17 CONSTRUCTIOA! SPECIPTCATION DOCUMENTS CITY PROdECT NO. 01960 Itevised Dcccmbcr 20, 2012 017823-4 OPERATION AA#D MAINTENANCIs DATA Page 4 of 5 �. J• k. Charts of valve tag numbers, with location and function of each �alve List of original manufactut•er's spare parts, tnanufacturer's current prices, and recommended quantities to be maintained in storage Qther data as required under pertinent Sections of Speciiications 3. Content, for each elect�ic and electronic system, as appropriaie: a. Description of system and co�nponent parts 1} Funetion, normal operating eharacteristics, and limiting conditions 2} Ferfonnance curves, engineering data and tests 3) . Coinplete nomenclature and coininercial number of replaceable parts b. Circuit directories of panelboards 1) Electrical service 2) Controls 3) Communications c. As installed color coded wiring diagrams d. Operating procedures 1) �Routine and nannal operating instructions 2) Sequences required 3} Special operating instructions e. Maintenance procedures 1} Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Adjustment and checking f. Manufacturer's printed operating arad maintenance instructions g. List of original manufacturer's spare parts, manufacturer's cun•ent prices, and recommended quantities to be maintained in starage h. Other data as required uilder pertinent Sections of Specifications A-. Prepare and include additional data �x+hen the need for such data becomes apparent during instruction af City's personnel. 1.7 CLOSEOUT SUBMYTTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Provide operation and inaintenance data by personnel with the following criteria: 1. Trained and experienced in maintenance and operation of described products 2. Skilled as technical writer to the extent required to communicate essential data 3. Skilled as draftsman cosnpetent to prepare required drawings CITY OP PORT WORTl� LITTLE rOSSTl..CREEK I]VTERCEPTOR (M-292) STANllAKD COTlSTRUCTION SPECI�'ICATIOI+l �OCUMENTS CITY PROJEGT NQ, 01960 Revised Aecc�nbcr 20, 2012 Ol 78 23 - 5 OPERATION AND MAINTENANC� DATA Pagc 5 of 5 1.10 DELIVERY, STORACE, AND HANDLING �NOT USED] 1.11 FIELD [SITE] CONDITIONS �NOT USED] I.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - �XECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/3i12012 D. 7ohnson I.S.A.1 — title of section removed CITY OP PORT WOR'FH LTTTLE FOSSILCREEK 1NTrRCEPTpR (M-292) STANDAltD CONSTRUCTION SI'�CIFICATION DOCUMENTS C1T Y PROJECT NO. 019G0 Revised Deccmbcr 20, 2012 017$39-1 PROJECTRECORD DOCUMENTS Pagc 1 of4 SECTION OI '�8 39 PROJECT RECORD DOCUMENTS PART]- GENERAL 1.1 SUMMARY A. Section Includes: 1. Work associated with the dacumenting the project and recording chan�es to project documents, including: a. Record Drawings b. Water Meter Service Reports c. Sanitary Sewer Service Reports d. Large Water Meter Reports B. Deviations from this City of Fort Worth Standard Specification 1. Nane. C. Re�ated Specification Sections include, but are not necessariiy limited to: 1. Division 0--- Bidding Requirements, Contract Foizns and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Iiem is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES �NOT USED] 1.4 ADMINISTRATIVE R�QUIR�MENTS [NOT USED] LS SUBMITTALS A. Prior io subinitting a request for Final Inspection, deliver Project Record Documents to City's Project Representative. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.'� CLOSEOUT SUBMITTALS �NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Accuracy of Records 1. Thoroughly coordinate changes within tl�e Record Documents, making adequate and proper entries on each page of Specifications and each sheet of Drawings and other pocuments where such entry is required to show the change properly. 2. Accuracy of records shall be such that future searcl� for items shown in the Contract Documents inay rely reasonably on info�Ynation obtained frorn t�ie approved Pr�ject Record Documents. C1TY OT FORT WQRTH LITTLE FDSSIL C1tEEK INT�RCEPTOR (M-292) STANDARI7 CONSTRIICTION SPECIPICATION DOCUMENTS CiTY T'120JECT NO. 019G0 KevisedJiily 1, 20E 1 01 78 39 - 2 PRO.EECT kECORD DOCUMENTS Page 2 of 4 3. To facilitate accuracy of records, make entries within 24 hours after receipt of information that the change has occurred. 4. Provide factual infvrination regarding all aspects af the Worlc, both concealed and visible, to enable future modification of the Work to praceed without lengthy and expensive site meas��rement, investigation and exainination. 110 STORAGE AND HANDLING A. Storage and Handling Requirements 1. Mai��tain the job set of Record Documents completely protected from deterioration and from loss and damage �zntil completion of the Work and transfer of all recorded data to the final Project Record Documents. 2. In the event of loss of recorded data, use jneans necessary to again secure the data to the City's approval. a. In such case, provide replacements ta the standards originally required by the Contract Documents. 111 FIELD [SITE] CONDITIONS [NOT USED] 1.1� WARRANTY [NOT USED] PART � - PRODUCTS �.l OWNER-FURNISHED �ox] OWNER-SUPPLIED PRODUCTS �NOT USED] �.2. RECORD DOCUMENTS A. Job set 1. Pa�omptl�+ following receipt of the Notice to Proceed, secure from the City, at no charge to tne Contractor, 1 complete set of alI Documents comprising the Contract. B. Final Record Documents 1. At a time nearing the completion of the Work and prior to Final Inspection, provide the City 1 complete sef of all Final Record Drawings in the Contract. �.3 ACCESSORIES �NOT USED] �.4 S4URCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.l �NSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION jNOT USED] 3.4 MAINTENANCE DOCUMENTS A. Maintenance of 7ob Set 1. Immediately upon receipt of the job set, identify each of the Documents with the title, "RECORD DOCUMENTS - JOB SET". CITY OF I'ORT WORTH L1TTL� POSSIL C12EEK il�}TERCEPTOR (M-292) 5TA3JUARD CONST2UCTIOTI SPECIFICATIOI+f DOCUMEl+1TS CTTY PROJEGT 3V0. fl 19G0 IZcvised duly 1, 201 I Ol 7& 39 - 3 PROJI:'CT RECORD nOCUM�NTS Pagc 3 of 4 a. b. c. Preservation Considering the Contract coinpletion time, the probable numbea� of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed, devise a suitable method for protecting the job set. Do not use the job set for any purpose except entry of new data and for review by the City, until start of transfer of data to final Project Record Documents. Maintain the job set at the site of work. 3. Coordination with Construction Suivey a. At a minirnum, in accordance with ihe int�rvals set forth in Section 01 71 23, clearly mark any deviations from Cantract Documents associated with installation of the infrastructure. 4. Making entries on Drawings a. Record any deviations from Contract Documents. b. Use an erasable colored pencil {not ink or indelible pencil), clearly describe the change by graphic line and note as required. c. Date al] entries. d. Call attention to the en�ry by a"cloud" drawn around the area or areas affected. e. I� the event of overlapping clianges, use difFerent colors for the overlapping changes. Conversion of schematic layouts a. In some cases on the Drawings, arrangements of conduits, circuits, piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical layont. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) However, design of future modifcations of the facility inay require accurate information as to the final physical layout af iteins which are shown only scheinatically on the Drawings. b. Show on the job set of Record Drawings, by diinension accurate to within 1 incli, the centerline of eacl� �n of items. 1) Final physical aiYangement is determined by the Contractor, subject to the City's approval. 2) Show, by symbal or note, the vertical locatipn of the Item (°under slab", "in ceiling plenum", "exposed", and the like}. 3) Make all identification sufficiently descriptive that it may be related reliably to the Specifications. c. The City may vvaive the requirements for conversion of scher�atic layouts where, in the City's judgment, conversion serves no usefui purpose. However, do n�t rely upon waivers being issued except as specifscally issued in writing by the City. B. Final Praject Record Documents 1. Transfer of data to Drawings a. Carefully transfer change data shown on the job set of Record Drawings to tlle corresponding finai docutnents, coordinating the changes as required. b. Clearly indicate at each affected detail and other Drawing a full description of changes made during construction, and the actual location af iteins. C1TY OP FORT WORTH LITTL� FOSSII, CREEK INTERCEPTDR (M-292) STAI+IDARD CON$TRUCTION 5PECIPICATION DOCUMENTS CITY PROJECT AlO. 01960 Revised July 1, 2011 017839-4 PROJECT R�CORD DOCUMEIVTS Page 4 of 4 c. Call attention to each entry by drawing a"cloud" around the area or areas affected. d. Make changes neatly, consistently and with the proper media to assure lon�evity and clear reproduction. 2, Transfer of data to other pocuments a. If the Dociunents, other than Drawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, tlie job set of those Docuanents, other than Drawings, will be accepted as final Record Documents. b. If any such Document is npt sn approved by the City, secure a new copy of that Document from ihe City at the City's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.� REPAIR / RESTORATION rNOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD (oxj SITE QUALITY CONTROL (NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USEDJ 3.10 CLEANING [NOT USED] 3.11 CLOSE�UT ACTIVIT�ES [NOT USEDj 3.1� PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY QF CHANGE CITY OF FOAT WORTH L]'�TLE FOSSIL CREEK 1NT�ILC�PTOR (M-292) STANDARD CONSTRUCTION SPECII'ICATIpN DpCUM�NTS CITY PR�JECT 1V0. Q1960 Rcviscd ]aly 1, 2011 I�ivision 3 3 LTtiliti�s 33 31 20 - l POLYVINYL CHLORII7E (PVC) GRAVITY SANITARY SFWERPIPE Pagc I of ( SECTION 33 31 20 POLYVINYL CHL�RIDE (PVC) GRAVITY SANITARY SEWER PIl'E PART1-GENERAL 1.1 SUMMARY A. Section Includes: 1. Polyvinyl Chloride (PVC) pipe 4-inc3� througlz 27-inch for gravity san�tary sewea� applications 2. Polyvinyl Chloride (PVC) pipe 30-inch through 48-ir�ch for gravity sanitary sewer applications B. Deviations fiom this City af Foit Worth Stanclard Speci�cation L Section 1.1.A.2 2. Section 1.9.A.l.d 3. Section 2.2.B.1.c C. Relaied Specification Sections include, but are not necessarily liinited fo: 1. Division 0— Bidding Requireznents, ConYract Forms, and Conditions of the Contract 2. Division 1— General Requirements 3. Section 33 O1 30 -- Sewer and Manhole Testing 4. Section 33 O1 31 — Closed Circuit Television (CCTV) Inspection 5. Section 33 OS 10 — Utility Trench Excavation, Embedment and Back�ll 6. Section 33 OS 26 — Utility Markers/Locators 7. Section 33 31 50 — Saniiary Sewer Service Conneciions and Ser�ice Line 1.� PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 2 3. 1. Measurement a. Measured horizontally along the surface froan center line to center line ofthe manhole or appurtenance Payinent a. The work performed and materaals furnished in accordance with this Item and measured as provided unde�' "Measurement" will be paid for at the unit pricebid per linear foot of"PVC Pspe" instaIIed for: 1) Various sizes 2) Various Standard Dimension Ratios 3) Various embedments 4) Various depths, for miscellaneous projects only The price bid shall include: a. Fiunishing and installing PVC graviiy pipe with joints as specified by the Drawings b. Paveinent removal c. Excavation d. Hauling CITY OF FORT WORTH LITTLE FOSSIL CREEK INT�RCEPTOR (M-292) STANDARll CONSTItUCTION SPECIFICATION DOCUMENTS C1TY PROJECT Mo. 01960 Rcvised June 19, 2013 333120- 2 POLYVINYL C}i�.OR1D� (PVC} GRAVITY SANITARY STWERPIPE Pagc 2 of 6 e. Disposal of excess inaterial f. Furnishin�, placement and compaction of embedment g. Furnishing, placement and compaction ofback�ll h. Trench water stops i. Clean-up j. Cleaning k. Testing 1.3 RGFERENCES A. Reference Standards 1. Reference standards cited in this Specification refer to thc current reference standard published at the time of the latest revision date lagged at the e»d of this Specification, unless a date is specifca�ly cited. 2. American Association of State Highway and Transportation (AASHTO). 3. ASTM International (ASTM): a. D 17$4, Standard Specification for Rigid Poly(Vinyl Chloride) (PVC) Compounds and Chlorinated Poly(Vinyl Chloride} {CPVC) Compounds. b. D2�}12, Standard Test Method for Determination of External Loading Characteristics of Plastic Pipe by Parallel-Plate Loading. c. D3034, Standard Specification for Type PSM Poly(Vinyl Chlaride) (PVC} Sewer Pipe and Fittings. d. D3212, Standard Specification for 7oints for Drain and Sewer Plastic Pipes Usin� Flexible Elastomeric Seals. e. F679, Standard Specificatian far Poly (Vinyl Chloride) (PVC) Large-Diameter Plastic Gravity Sewer Pipe and Fittings. �. Texas Commission on Environmenta� Qua�ity (TCEQ}: a. Title 30, Part I, Chapter 217, Subchapter C, Rule 217.53 —Pipe Design. b. Title 30, Part I, Chapter 217, Subchapter C, Rule 217.54 — Criteria for Laying 1'ipe. c. Title 30, Part I, Chapter 217, Subchapter C, Rule 217.57 — Testing Requirements for Installation of Gravity Collection System Pipes. S. Underwriters Laboratories, Inc. (UL). 1.4 ADMINISTRATIVE REQUIREM�NTS �NOT USEDj 1.5 SUBMITTALS A. Submittals shall be in accordance with Section O1 33 00. B. All submittals shall be approved by tl�e City prior to delivery. L6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Product Data 1. Product data sheet 2. Manufacturer 3. Nominal pipe diameter 4. Siandard dimension ratia (SDR) 5. Ce�l classification 6. Laying lengtlis CITY OF CORT WORTH LITTT.E POSSIL CR�T:K I3YTERCEPTOR (3vI-292) STANDARD CONSTRUCTION SPN:CIPTCATION DOCiiMI:7VTS CI'I'Y PRO.iECT No. 019G0 Rcvised Junc 19, 2013 33312D- 3 FOLYVINYL CHLORIDE (PVC) GRAVITY SANITARY SEWERPIPE Page 3 of 6 B. Certificates 1. Furnish an affidavit certifying that all PVC Gravity Pipe meets the pravisions of this Section and has been air and deflection tested and meets the req�sij•einents of ASTM D3034 and ASTM F679. 1.i CLOSEOUT SUBMITTALS [N�T USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS �NOT USED] l.9 QUALITY ASSURANCE A. Qualificatians 1Vlanufacturers a. Finished pipe shall be thc product of 1 manufacturer for each size per project, unless otherwise approved by tl�e City. 1) Change orciers, specials and field changes may be provided by a different manufacturer upon City approvaI. b. Pipe manufacturing operatiQns shall be performed uncier the control of the manufacturer. c. A11 pipe furnished shall be in conformance with ASTM D3034 (4-inch through 15-inch) and ASTM F679 (18-inch through 27-inch). d. All pipe furnished shall be in confonnance with ASTM F679 (30-inch through 48-inch). 1.10 DELIVERY, STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Gravity pipe shall be stored anc� handled in accordance with the manufacturer's guidelines. 2. Secure and maintain a location to store tl�e material in accordance with Section 4I 66 00. 1.11 1+IELD jSITE] CONDITIONS [NOT USED] 1.1� WAItRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER-FURNISHED [aa] OWNER-SUPPLIEDPRODUCTS [NOT USED] �.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS A. Manufacturers 1. Only the manufacturers as Iisted in the City's 5tandard Products List willbe considered as shown in Section O1 60 00. a. The rrianufacturer must compIy with this Specification and related Sections. 2. Any product that is not listed on the Standard Products List is considered a substitution and shaIl be submitted in accordance with Section O1 25 0�. B. Performance / Design Criteria 1. Pipe a. Meet all requirements of TCEQ. b. Design in accordance with ASTM D3Q34 for 4-inch through 15-inch SDR 26 C1TY OP PORT WORTH LITTLE FOSSIL CREETC 171TERCEPTOR (M-292) STANDARD CONSTRUCTIOT! SPECIFICATION DOCUME]VTS CITY PROJECT No. 01960 Revised Iune 19, 2013 33 31 2p - �4 POLYVINYL CHLORIDE (PVC) GRAVITY SANITARY SEWERPIP� Pagc 4 of 6 and ASTM F679 for 18-inch throu�h 27-inch 46FS/115PS. c. Design in accordance with ASTM F679 for 30-inch tlu�ough 48-inch 46PS. d. PVC Cn•avity Sanitary Sewer Pipe shall be approved by the UL. e. Assume a standard lay Iength of 14 feet and 20 feet except for special fittings or closure pieces necessaiy to comply with the Drawings. f. Use green coloring for ground identification as sanitary sewer pipe. g. PVC meeting ihe requirements of ASTM Dl 784, with a cell classiiication of 12454 ar 12364 h. Deflection Design 1) Base pipe design on pipe stiffness, soil stiffness and load on the pipe. 2) Design pipe according to the Modified Iowa Fo�-�nula as detailed by the Uni-Bell PVC Pipe Association in the Handbook of PVC Pipe, using the following paraineters: a} Unit Weigl�t of Fill {w) = 130 pounds per cubic faot b} Live Load = AASHTO HS 20 c} Trench Depth = 12 feet minimu�n, ar as indicated in Drawings d) Ma7cimu�n {E'} = 1,000 max e} Deflection Lag Factor (DL) — i.0 � Bedding Factar canstant (K) = 0.1 g) Mean radius of il�e pipe (r), inches, as indicated in Drawin�s h) Marston's load per unrt length (W), pounds per inch, calculate per Drawings i) PVC madulus of elasticity (E) — 4a0,000 psi j) Moment of inertia of pipe wall per unit length, (I) = t3/i2, {in4/in), per pipe type and size (1) Where (t) —pipe thickness, inches k} Maximum Calculaied Deflection = 5 percent i. Pipe Flotation: If the pipe is buried in cornmon saturated soil (about 120 pounds per cubic foot) with at least 1'/z pipe diameters of cover, pipe is �enerally not subject to flotation. �f shallower, check groundwater flotation potential. Flotation will occur if F`b � �p + �f+ �d Where: Fn = buoyant force, pound per foot Wp � einpty pipe we�ght, paund per foot We— weight of flooded soil, pound per foot W� = weight of dry soil, pound per foot Values and %rmulas for the above variables can be obtained from the pipe manufaciurer and site specific soil conditions. j. Verify trench depths after existing utilities are located. k. Accom�nodate vertical alignment changes required because of existing utility or other conflicts by an appropriate change in pipe design depth. l. Tn np case shall pipe be installed deeper than its design allows. Minimum pipe stiffness of 46 psi at 5 percent deflection when test in accordance with ASTM D2412. 3. Pipe markings a. Meet the minimuin requirements of ASTM D3034 and ASTM F679. b. Minimum pipe markings shall be as fallows: 1) Manufacturer's Name or Trademark and production record CITY OF FORT WORTH LiTTLE FOSS(I. CRE��C INTERCEPTOR (M-292) STANDAItll CONSTRUCTION SPCCIPICATiON DOCUMI3NT$ CITY PROJECT 1Vo. 01960 Revised Jwze ] 9, 2013 333120- 5 POLYVINYLCHLORIDE (PVC) GRAVITY SANITARY SEWERPIPE Pagc 5 of 6 2) Nominal pipe size 3) PVC cell classifcation �) ASTM or Standard Dimension Ratio (SDR} designation 5) Seal of testing agency that verified the suitability of the pipe 4. 7aints a. Joints shall be gasket, bell and spigot, push-on type conforining to ASTM D32 ] 2. b. Since each pipe manufacturer has a different design for pusi�-on joints; gaskets shall be part of a coinplete pipe section and purchased as such. 5. Connections a. Only use manufactured fittings. b. See Section 33 31 54. 6. Detectable Metallic Tape a. See Section 33 45 26. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTR�L [N�T USED] PART 3 - EXECUTION 31 INSTALLERS �NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NQT US�D] 3.4 INSTALLATION A. General 1. Install pipe, specials and appurtenances as specified herein, as specified in Section 33 OS 10, and in accordance with the pipe manufacturer's recommendations. 2. Lay pipe to the lines and grades as indicated in the Drawings. 3. Excavate and back�ll trenches in accordance with Section 33 OS 10. 4. Einbed PVC pipe in accordance with Section 33 05 10. B. Pipe Handling 1. Haul and distribute pipe and fiitings at the project site. 2. Handle piping with care to avoid damage. a. Inspect each joint of pipe and reject ar repair any damaged pipe priorto lowering inta the trench. b. Use only nylon ropes, sIiags or ather lifting devices tliat will not damage the surface of the pipe for handling the pipe. 3. At the close of each operating day: a. Keep the pipe clean and free of debris, dirt, animals and trash — during and after the laying operation. b. Effecti�ely seal the open end of the pipe using a gasketed night cap. C. Pipe Joint Installation a. CIean dirt and foreign material frqm the gasketed socket and the spigot end. CITY OF FpRT WORTH LITTLE FQSS[L CREEK iNT�.IiCEl'7'OR (M-292) STANAAFiD GOIVSTRUCTION SPECIFICAT101V I70CUMGNTS CITY PRdIECT No. 0146U Revised June 19, 2013 33 31 20 - 6 POLYVINYL CHLORIDr (PVC) GItAVITY SANITARY SEWGRPIPE Page 6 of 6 b. Assemble pipe joint by sliding tl�e lubricated spigot end into the gasketedbell end to the reference mark. c. Install such that identification markin� an each joint are oriented upward foward the irench opening. d. When rnaking connection to znanl�ole, use an elastomeric seal or flexible boot to facilitate a seal. D. Connection Installation 1. See Section 33 31 50. E. Detectable Metallic Tape Installation l. See Section 33 OS 26. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [N�T USED] 3.'� FIELD [ox] SITE QUALITY CONTROL A. Field Tests and Inspections 1. Video Inspection a. Provide a Post-CCTV inspection in accordance with Section 33 O1 31. 2. Air Test and Deflection (Mandrel) Test a. Perform in accordance with Section 33 O1 30. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANYNG [NOT USED] 3.11 CL45EOUT ACTIVITIES �NOT USED] 3.1� PROT�CTION �NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DAT� NAME SUMMARY OF CHANGE 6/18/13 D. Johnson 2.2.B.l.b — Pipe Ma[erial Clarification C1TY OI^ PORT WORTH LITTLIi �'OSSIL CREEK IAlTERCrPTOR (M-292) STANDARD CONSTRi}CTION $PECIFICATION DOCUM�AlTS GITY PRO)ECT No. 01960 Reviscd lune 19, 2D13 APPENDIX GC-4.01 Availability of Lands - See attached easement. GC-4.02 Subsurface and Physical Conditions — See attached geotechnical report. GC-4.04 Underground Facilities — Flan sheets show knawn, as af time of design, buried u#ilities. However, there may be buried utilities that were not identified. GC-4.p6 Hazardous Environmental Condition at Site — No knowa� hazardous envirom�ental conditions exist. The Contractor shalI notify the City of Fort Worth if tl�ese conditions are identified during construction. GC-b.06.D Minority and Woinen Owned Business Enterprise Compliance — See Specification Section 00 45 40 for MWOBEC requirements. GC-6.07 Wage Rafes — Wage Rates are attached. GC-6.09 Fermits and Utilities •"Pr��vict� ald (.'ity obtained Pe-�mrt� avaalahle at th� %im� nr gav��rt :semen.�: GC-6.24 Nondiscrimination - NONE GR-01 60 00 Procfuct Requirements � Provide City s current Standard Product Lisf� CITY OF FORT WORTI�1 LITTL� �OSSIL CREEK INTERCEPTOR (M-292) STANDAKD CONSTRUCTION SPI:CIFICA'l'ION DOCUMENTS CITY PROJECT Np. 01960 Revised July 1, 2011 ��a�o�h �va��abi��.�y of Lar�ds T�I� lPA.�IC �..��'�' �1�7['��f']['��I\T�.�LILY I��LAl�II� CT'TY dF FORT WORTH LITTLE FOSSIL CREEK I7�TERCEPTOR (M-292) STANAAF�D CONSTRUCTION SPECIPICATTON AOCUMENTS CITY PROJECT NO. 01960 Rcvised 7uly 1, 2011 Page � of � �lectronie�ll� R�co�d�d Yarrant Gounty Oi�icial Public Records 5/20/20141p:1'! AM ��9$'�02623 ��,`' PGS 6 $36.Q0 �"'�f �Tt4e� �flh [. �a� v Submitt�r: X�ROXCOMMERCIAL Mary Louise Garcia �p�,UTIONS �iTrL� Fv��. ��r� ��c�� ow�� r�� a7 ��L ��i�� 4�9 & 1�B, �lae�o �3, ��i�id t�AFt� A[3�IilOh1�H�►��0� �IT�i �TAT� �F �'�?{R� COUNYY O�r �d��.Ni � � Ftf��W �l�� ilidV�i� �Y i�l�� PR��t��'� � �ir� o� �o�r r�+�� I�R�Y�W�W f S�IAd�I� I��CI�IiY L�I�SCN9��1T DAT�: /April 2R, �074 GRANTOR: �IWp1�iAdIRI��N GRANTOR'S MAiL1NG ADDRESS (including Cnunty): �92i Fta��IL �� FQRT 1iV��iTH, T�JCAS '��'f'�i�3�d�4 GF�ANT��: CITY €�� R� 1�'t)RiH GF7ANi��"5 MAILING AD�R�SS (including County): ��00 T'bl�fl�Kf��OfV �T. FORT F�+DRiH, TAI�R�►fVT COUiVTY, TX i�10� CONSI��RAiIQPV: 7en �allars ($10.00) and other gaad and valuable consideration, f�e receip# and suffci�ncy �f which is hereby acknowledged. PROPERl`Y: �eing a�IS,1Q5 square foot (0.+�3�6 ac�e� firaat af I�rr�1 sifu�E�d i� ��i� J. I�(listan Su�ey, �►bstrac4 V�n. 4Y�, in 4he Ci4y of �l�ltorn Ciiy, ia�raflq C�unfy, ��xas, and �►ein� ��r� of Lo4 9, Blocf� 13, I�eadovv Oakr Elddlfil�n as sF�oe+vr� on 4h� �lat r�orded I� V�I�� 0, Pa�� 8�, �'lat Records of Tarrant Cvunty, �exas (P.R.i,C.`�}, and de�cri�� ln de�d to l�Ir�da 1R�i�68rr� (F�erein�Cter referred to �s �.4linborn tra�t), as recptxied in Irtstrt�ment Wumber D19914a.�'i49, Q�iiclal �ub[ic I�ecords of iarranE County, �"exas, (O.�.R.i.G.7.), �nd b�ing �xtorrg particularly descrilnetl in ��4ached exFiii�ig "A°° 3Q Ff, F�Adid� Pe��►�r��r�t Sewer F�eili�y E�S�mer�t. PERMANENT SEWER FAGILITY FJ�SEMENT Ftev. 05I9 2/2010 �age2vf� �rantar, for fihe considera#ion paid to �rantor and �ther goad and �aluabie consideratian, hereby grants, se�ls, and con�eys io Grantee, its suc�essors and �ssigns, an exclusive, perpetual eas�rr�ent for the canstruction, ope�atinn, maintenance, replacement, upgrade, and repair of a�ermanent Sewer Line Facility, her�after re#er�ed to as "Facili�`. Yh� ��cility incE�ades aiE incidentaf under�g�ound and aboveground aitachments, equi�ment and appur�enances, inclucling, but not lirr�ited to manholes, manhale uents, laterai line connection�, pip�lin�s, junction �oxes in, upon, under and �cross a portior� of #he Property a�d more fully described in �xhibit "A" attached �erefa ar�d in�orporated herein for a(I p�rtin�nt purposes, together rnrith the right and privflege at any and all times to enter F'ropee(y, or any part fhersof, for #he p�rpase of constn.�cting, opera#ing, maintaining, repl�c�ng, t�pgradin�, �nd rep�iring said Faciiity. In no event s�all GranEor �I} use the Property in any manrter which in#e�fieres in any material way or is inconsistent with #he ri�hts granted hereunder, t�r (II} erect �r permif ta be erected within the eas�m�nt prop�rky a per�r�anent structure or building, including, but rtot I�mited to, monument sign, pole sign, bil(board, brick or masonry fences or walis or o#her structures that requfre a buifding permit. bowever, Gra�tor s�a11 be pe�miftsd ta instal! and rnaintair� a Gancrete, asphalt or grdvel driveway, road vr paricing Ivt acrnss the �asemertt Property. Carantee sh�ff be vbligated #o restore the surface af the Property at Grantee's sole c�sf and expense, including the restoration o� any sidewalks, drivev+rays, flr similaP surface improv�ments located upan or acfjacent ta the �asement iract which may have been remaved, relocated, after�d, damaged, or d�stroyed as a resulf of the Gr�n�ee'� us� of the easeme�t gr�anted hereunder. Pravid�d, �owe�er, that Grantee shall nat b� obfigated to res�ore or r�place irrigation systems or ather �mprovem�r�ts installed in viola#ion af f�e provision� ��d inter�c�ed �se of this ��ement. TO HAVE AN� TO H0��7 the �bpve-riescribec� e�5emen#, together with �afi ar�d singealar �he rights and appurtenanG�s thereto i� anyw�y belonging unto Gr�n#ee, �n� Grantee's successors and assigr�s fore�er; and Gr�ntorr d�es hereby bind itself and its successor and assigns fo r�varrant and forever defend a�l and singular t�e easement unto Grantee, its successor and assigns, against every person w�omsoever iawfully c{aimi�g or to claim the sarr�e, ar any par� therea�. When the context requir�s, singular nouns and pronouns include the plural. ��fC[��TIJFt�� A,�� A.� TH� FO�.�DF.�IN� P�►��' PERMANENT SEWER FACILkTY EASEMEPfT Rev. 05I121201 D �age 3 oY € G RANY��: � �t� � �� Linda Winborn GRANTE�: City of Fort Worth � �emanda Costa Assistant Ciry Manager A�PV�OV�D AS TO �Of�M AN� L��ALITY � A s s ant Ci#y ome ACKl�Qif��€ ��f4A��d! STATE OF TEXA� COUNTY O� TARRANT 0 � C��FOR� M�, the undersigned authority, a Naf�ry F'ublic in and for the State of ��exas, on th�s day personally appeared_ �ih�1� �inbo�n _, lcnown to me to b� �� sam� p�rsc�n whose narr�e is subscrib�d fio tf�e foregoing instrument, and acknowledged to me that the same vvas the act of �ind�€ 1f�fnborn and that helshe ex�cuted the sarne as the act of said Lir�d� Ni�ir�b�rH for the purposes and cansideration therein ex�aressed and in th� capacit.y th�rein s�a�ed. GtVEN UND�R MY HANI� ANC� S�AL C3F OF�ICE this I day of , �a,I�. �m� �+. Q�� a�� yc�r.��t � otary blic in an for the �tate of iexas PERMMIENT SEVIIER �ACILiTY EASEM�WT Rev. OSH2l2010 Page4af� AGI4�1��E��fr��NT STAT� OF T�XAS § COUNTY OF TARRANT § BEFflRE 111IE, the undersigrt�d authority, a Not�ry Pubfic in and fa� tF�e St��e of Texas, on �his day perst�nally appeared �erna�do Ca��, �s�istant �ity Nla��g�e ef �h� Gity cai� Fort VY�'ra�h, known to rne to be t#�e same person whose name is subscribed to the foregoing instrurn�n#, and acknowledg�d to rr�e that the same was the acf of the City of �'ort Worth and that he/she executed the sa�� as the ac# of th� City of Fort Worth #ar the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNf�� IVIY HAND AND SEAf. OF OFFICE #�is �� day of . a�.�- i.�1�- �n C, Nflfary Public in and for t�e Stat� f Texa� ��I#�IRl�. �t�.�[it�l ra�r�s��cx� �x��s �� $ ��8 p�iZMpNEA1T SEW�Ft FACILfTY EAS�MENT Rev_ 05l1212010 �age � of � �3�HI�li ,•/�„ �@��Ci{)Tlf�ID� P�R��6N'�i11� SE1hA�R fJ4Cll�i�'1P �4S��Vi�i�i B�If�G a 19,105 square foot {Q.43�6 aere) tract af ianci situaCed in the J. Ellistnn Survey, Abstr�tct No. 47�, in the City of Haltom City, iarr�rtt Gounty, Texas, and b�ing pa�-t of Lot 9, Black �3, Meadow Oaks Additian as shvwn an the pla� recorded in �lolurne 1250, Page 3$D, Plat Records of Tarrant Coun�y, Texas, �P.R.T.G�.j, and described in deed to Linda Win�arn (hereinafter referred to as Winborn tractj, �s recorde� in Instrurr��nt Numb�r D199145541, Offieial Public Recards ofTarrant Caunty, iexas, (O.P.R.�.C.�.), and being mare particularly d�scribed as follows: COMIVaENClNG ai a poinY far corn�r at the interseciion of the norih right-of-way line nf Fossil l�rive (a 6� faat wide rEght-o� way� with the east right-af-vuay line af Fincher Road (� 50 foot vvide right-af-way} from which a 5/�-inch found iron rad for witness bears �Varth 0� de�rees 01 rninute 18 secands West, a distance of �.85 feet; 7HEi�CE Narth 89 d�grees 36 minutes 53 seconds Eas�, alang said nor#h right-of-r�vay lin�, a rlistance af 329.�0 feet to a 5/8-inch iron rod with plastic yelloav cap stampe� "CRIADD" set for the POIN7 Q� BEGINNING, sarr+e being khe so�thwest eorr�er of said Lqt 9, Block i3, of said addition; THENCE f�orth �0 degrees 12 minutes 23 s�conds West, departing said nvrth right-of-way line and alnng #he west (ine of said Lnt 9, a dist�nce of 67�.36 feet to � 5J8-f nch iron rod with plastic yellow cap s#amped "CRIADO" s�t on the south iine of a 25-f�ot wide p@rman�nt easerneni shown on City of �ort Wort� recard drawing X-18449 2�s easem�nt number 33, said pnint being the poini of cuneatu�-e of a non tangent circular cur►re to the ieft having a radi�s nf 4i0.86 feet ancf whose chord b�ars Sauth 23 degrees 29 minutes S9 secands �ast, a chord distanc� of 75.90 feet; TF��NCE in a Sgutheasterly directior�, departing said west �ine, aver and across said Winborn tract end with the curving south line of said 25- faat permanent easern�n#, throug� a centra� �ngle of �9 degrees �4 minutes �� secon�s, far an arc distance of 75.98 feet to a 5/�-inch iron rod with plastic yellow cap stamped "CRIADO" set forcorner; THENC� Sout� 00 degre�s 12 mir�utes 23 seconds �ast, depar�ing said south fine, over and atross said Winborn tract, a distance of 6Q4.54 fee� to a 5/S-in�h iron rod with plastic ye�low cap s�amped "CRIA�lO" set for carn�r on the nor�h right-o#-way line of said Fossil dri�e; THEN�E South 89 degrees 3S minu�es 53 Seconds West, along said.north right-of-way line, a dlstance af 30.Qi3 feeC ta the PDlN� 0� BEGIN�dif�G AND COIU'�AiNING 19,105 squ�re feet or 0.43�6 acres of lar�d, mnre or less. I, Colin J. Hersry, of Criado and Associates, a�egistered Pro¢essional Land Surv�yor of the State of Texas, do her�t�y d�clare �hat I preparect this plat fram an actuaE and accurate su�ey on the land under my �ers�nal supervEsion in accarda�ce with the Texas Board of Pr�fessional Land Surveying and the State af Texas. This le�al description to accom�any a draw�n�. � �A � f� Calir� J. H�nry Regis�ered Prnfessional Land Surveyor #5�3� Page 1 of 2 �� age�o�C � � u� � l.tVA3-��1Ti�TJ1£� ,09J � _ �—�—_ �'"7 � �z �� w�, z°' �� Ch �� N �C�S� $a z � wx� �� C� � �. � 0 2j�y �b� 1 �,� �� : ��E� �7 dp� q�� Na 0 �� g� 2 w�� ,9� ^�'�vWiM N �� 'N �a�-� � . ��ti wy � � a oa �� oa�ti. �� $� @�� 3o:n�1��, �q� �a41��, bo�m��a �4q��Ma �� g � �- a � .� � . �' � .��., � W � �`w � w� �w � 4� �� N n ��„, � � �� ti �� bo�g�� a a � � �� _ � �� vy"° �,� v ��.,d� �4 M�� v�4 an°`o� � gN� ��o � � �O �a� YQ,�I� m�� o�Na -��a � � � � � � 0 � �1 � � �4��3Nv�i '� �ri � 3F � � � C°.1�1`=.��C`�.� � �� / � � � � �M-b � � �� O � a �g � � � � 1 � 4 � �� . � � � �� ~� �� w��:�� „ �,�.,,,,,�,. , ��a��'� � � � �� '� 5> � �� `_ � � � � �i � �� 4H� �� ` � O 6 * e• �� S � o >y,y `fv� d�e � e�� i� : � v�e .� N �s� f tl; � 1�,� I/� • Y/ eZ6 4e a o ' � `:°' �o Y U �.e•�� e e ��4.0� S�l��°fa�e ar�d Phys��a� Condi��s 7['�l[l�S �PAGE �...r�E�'T �l�TT]El\TT� ][Ol\TAI�LY ��L�I�I� C1TY QP PORT WORTH LITTLE FOSSIL CREEK 1NTERCEPTOR (M-292) STANDARD COIVSTRUCTION SPECiFICATION DOCUM�NTS CITY PROJECT NO. 019G0 Rcvised ]uly 1, 201 I GE��HI��CA� EIV��A�E��f�G ��P�� INi��PTO� �nliPFtOl��NI�N�S A►i �/�'►�1��l� �OC�►�I�I�S V��'�� Fo�s�� FORT WORTH, TEXA5 CEOT��i�ICA� �IV�IN��RII!!� ��FtT Interceptor Improvements at Various Locations Little �ossil Creek Fort Worth, Texas Prepared by: �. s � Gorrondona & Associates, Inc. Prepared for: Parsons Environment & Infrastructure 1301 W. President George Bush Hwy Suite �50 Richardson, Texas 75080 Attention: Stephanie Bache, PE, bFW Client 5ervice Manager Michael R. Hagen, PE, Senior Engineer December 2013 G&AI Project No. PARS 1301.fl0 GORRONDpNA 8c ASSOqATES, INC. —TEXAS ENGWEERING FIRM REGISTRATION Np. F-7933 Gorrondona 8� Associa�es. �nc. December 18, 2013 Ms. Stephanie Bache, PE — DFW C�[�nt 5er4rice Manager Mr. Michael R. Hagen, PE — 5enior Engineer Parsons Environmeni & Infrastructure 1301 W. President George Bush Hwy Suite 350 Richardson, Texas 75080 Re: G�OTECRINICAL �f�GIN�ERING R�RORT Interce�ator Impro�emenis at �arious �ocafions �i�'r1e Fassil Creek �or�e 114SortF�, i� G&AI Project f�o. �ARS 2,30�.00 Dear Ms. Bache & Mr. HagQn, Gorrondona & Associates, lnc. (G&AI) is pleased to submit this Draft Geotechnical Engineering Report for the above-referenced project. This investigation with study was performed according to Parsons Subconsultant Agreement No. 447711.30001, Amendment a1 dated June 10, 2013, with subsequent a�proval for updated scope and fee estimate to provide Geotechnical Services dat�d August 27, 2Q13, and email frorn Parsons dated September 3, 2013. We appreeiate the opportunity to work with yau on this project. We look forward to praviding you with geotechnical and rnaterials testing and inspection services during the construction phase of this project. Piease contact us if you ha�e any questians or rec�uire additional serviees. Respectfully submitted, Lee Gurecicy, EIT Project Engineer Telfryn L. John, PE Area Manager— Geoteehnical, Environmental & CMT Services 7524 Jack Newell 8�vd South o Fort Worth, Texas 76118 � 827.496.1424 a Fax 817.496.1768 Gorrondana & Associates, Inc. —Texas Engineering �irm Registration IVo. F-7333 TABLE OF CONTENT5 Pa�e 1.0 Introduction .................................................................................................................... 1 2.0 Field Investigation ...........................................................................................................3 3.0 Laboratory Testing .......................................................................................................... 5 4.0 Site Conditions ................................................................................................................ 6 4.1 General ........................................................................................................................ & 4.2 Geology ....................................................................................................................... 6 �.3 Soil ...............................................................................................................................6 4.4 Groundwater ...............................................................................................................9 5.0 Analysis and Recommendations ................................................................................... 10 5.1 Seismic Site Classification ......................................................................................... 10 5.2 Solubie Sulfates ......................................................................................................... 10 5.3 Canstruction Excavations .......................................................................................... 10 5,4 Pipeline Installations ................................................................................................. 11 5.5 Groundwater Control ................................................................................................ 12 5.6 Earthwork ..................................................................................................................12 5.6.1 Site Preparation ................................................................................................. 12 5.6.2 Wet Weather/5oft Subgrade ............................................................................. 12 5.6.3 Testing ................................................................................................................13 5.7 Demolition Considerations ....................................................................................... 13 5.8 Loading on Buried Structures .................................................................................... 13 5.9 Retaining Structures .................................................................................................. 15 5.10 Buried Pipe ................................................................................................................ 16 5.�.1 Pipe Bursting ............................................................................................................. 17 5.0 General Comments ....................................................................................................... 18 fQPPENDICES Appendix A- Project Location Diagrams Appendix B- Boring ancl Test Pit Location D�agram Appendix C- Boring Log� and Laboratory Results Appendix p- Aerial Photographs - Not Included Appendix E- USG5 Topographic Ma� Appendix F - Site Photographs Appendix G - Geoiogic Information Appendix H- Unified Soil Classificatian Systern ��TE�HI�ICAL EI��IN��IN� R��O�T Interceptor irr�pro�ements at Various Locations Little Fossif Creek Fort Worth, TexaS 1.0 in��o�u�T�o�u Praiect Location: The project consists of �ariou5 locations throughout Fort Worth, Texas near the Little Fossil Creek. The approx�mate locatian of each site assessment for t�e proposed Little Fossil Creek Sanitary Ir�terceptor Sewer Improvements is generally as folEows: ■ Location 1: CIPP and spot open cut along pipeline from Elliot Reeder Road to the north and a new pipeline along Elliot Reeder Road west from end af CIPP to turn south into R�W to new meter chamber. � Location 2: Proposed new 30-inch diameter pipeline along Fossil Drive west of its intersection with Haltom Road. M Location 46: Proposed new 24-inch pipeline south of Great Southwest Parkway roughly 500- feet east ofi Mark IV Highway near the creek. � Location 5: Proposed 18 ta Z4-inch pipeline replacement by pipe bursting near 820-Loop to the sauth and going north along Fossil Creek just north of Cantrell Sansom Road between Melanie Drive and the creek. The general Eocation and orientation of the proposed work at these sites are provided in Appendix A - Project Location Diagrams, Proiect Description: The project consists of sanitary interceptor sewer improvements by means of open cut, trench-method replacement and/or proposed pipe burst method for various locations along Little Fossil Creek in Fort Worth, Texas. The proposed sewer lines �ary from 18 to 48-inches in diameter and have invert depths of approximately 13 to 17 feet be�ow existing grade. The general location a�d approxirnate p�pe embedment depths are provided in Appendix A- Project Location piagrams. Pro'ect Authorization: This geotechnical investigation was authorized as described in the letter of transmittal far this report. Purpose and Methodol�: The principal purposes of this ir�vestigation were to evaluate the general soil conditions at the proposed site and to develop geotechnical engineering design recomrnendations. 7o accomplish its intended purposes, the study was conducted in the following phases: (1) drill sample borings/dig test pits to e�aluate the soil canditions at the boring locations and near sanitary sewer manholes and to abtain soil samples; (2) conduct laboratory tests on selected samples recovered from the field investigation to establish the pertinent engineering characteristics of the soils; and (3) perform engineering analyses, usir�g field and laboratory data, to develop design criteria. G&AI Project Na. PARS1341.OD Page 1 Cautionary Statement Re�ardin� Use of this Report: As with any geotechnical engineering report, this report presents technical information and pro�ides detai�ed technical recommendations for civil and structural engineering design and construction purposes. G&AI, by necessity, has assumed the user of this docurnent possesses the technical acumen to understand and properly utilize information and recommendations provided herein. G&AI strives to be clear in its presentation and, like the user, does not want potentially detrirner�tal misinterpretation or misunderstanding of this report. Therefore, we encourage any user of this report with questions regarding its content to contact G&Al far clarification. Clarification wiil be pro�icled �erbally and/or iss�ed by G&AI in the form of a report addendum, as appropriate. Report 5pecificity: This report was prepared to meet the specific needs of the client for the specific project identified. Recomrnendations contained herein should not be applied to any other project at this site by the ciient or anyone else without the explicit approval of G&Al. THIS SPACE LEFT BLAlVK INTENTIONALLY G&AI Project No. PARS1301.00 Page 2 �.� �1�LD IR�VI��IGAiIOR! Subsurface lnvesti ation: The subsurface investigation for this project is summarized below. Boring and Test Pit locations are provided in Appendix B- Boring and Test �it Location Diagram. 5u�tace �aring L1�vaeior� Depfi�, �n� �25t ��t ��ove (msl)', feet b�sl ��te CFrllled Gener�l �escri�#�o� Nos. {f�et� B-01 509.77 25 9/19/2013 Location 1 8-02 512.01 25 9/19/2013 Location 1 B-03 513.73 25 9/19/2013 Lacation 1 B-44 510.85 25 9/19/2013 Location 1 B-05 508.08 20 9/19/2013 Location 1 B-Q6 57.D.5z 20 9/z6/2013 Location 1 B-47 533.21 25 9/26/2013 Location 2 8-08 536.03 25 9/26/2013 Location 2 B-17. 648.93 3D 9/25/2013 Location 4B B-12 649.37 5.5 9/23/2D13 Location 5 B-13 649.35 15 9/23/z013 Location 5 TP-2 625.25 12 1d/18/2013 Location 5 TP-3 628.17 5 9/3D/2013 l.ocation 5 TP-4 641.Z9 11.5 9/30/2013 Location 5 TP-5 639.56 8 9/30/Z413 Location 5 Notes: 1. bgs = below ground surface 2. msl = mean sea level 3. NAD83 Texas 5tate Plane grid coordinates. Locatioi�i N orth i ng: 6968891.83 Easting: 2347326.63 N orth i ng: 6969Q27.76 Easting:23473z8.40 N orth i ng: 6969D91.08 Ea sti ng: 2347605.69 N orth i ng: 6969091.16 Easting: 2348106.20 Narth9ng: fi970703.73 Eastir�g: 2347740.58 Northir�g: 6971257.28 Easti ng: 2347999.62 N orthing: 6977050.49 Easting: 2345159.&2 IV orthing: 5977048.10 Easti ng: 2344656.94 Northing: 6986974.50 Easti ng: 2331094.77 Northing: 6994269.28 EasYi ng: 232669Z.31 No rth ing: 699�4263.77 Easting: 2326F82.29 N o rth i ng: 6990867..6& Easting: 2329901.67 North i n g: 6992542.53 Easting: 2329285.7$ North i n g: 6993345.23 Easting: 2327860.02 Northing: 6993868.77 Easti n�: 2327478.75 Borin� Lo�s / Test Pit Lo�s: Baring logs and/or test pit log5 generated du�ing this study are induded in Appendix C- Boring Logs and Laboratory Results. 8orings were ad�anced between sarnple intervals using continuous flight auger drilling procedures. Test pits were advanced with a backhoe. G&AI Project No. PAR51301.00 Page 3 Cohesive Soil Samplin�: Cohesive soil samples were generally obtained using Shelby tube samplers in accordance with American Socieiy for TeSting and Ma#erials (ASTM) D1587. The Shelby tube sampler consists of a thin-walled steel tube with a sharp cutting edge connected to a head equipped with a ball valve threaded for rod connection. The tube is pushed into the undisturbed soils by the hydraulic pulldown o# the drilling rig. The soil specimens were extruded from the tube in the field, logged, tested for consistency using a hand penetrometer, sealed and packaged to maintain "in situ" moisture content. Consistency of Cohesi�e Soils: The consistency of cahesive soi! samples was evaluated in the field using a calibrated hand penetrometer. In this test a 0.25-inch diarneter piston is pushec� into the undisturbed sampie at a constant rate io a depth of 0.25-ir�ch. The results of these tests are tabulated at the respective sample depths on the boring logs. When the capacity of the penetrometer is exceeded, the value is tabulated as �.5+. Granular Sail Samplin�: Granular soil samples were generally obtained using split-barrel sampling procedures in general accordance with ASTM D1586. In the spiit-barre! procedure, a disturbed sample is obtained in a standard 2-inch outside diameter (OD) split barrel sampling spoon driven 18- inches into the ground using a 140-�ound (Ib) hammer falling freely 30 inches. The number of blows for the last 12-inches of a standard 18-inch penetratior� is recorded as the Standard Per�etration 7est resistance (N-�alue). The N-values are recorded on the boring logs at the depth of sampling. Samples were sealed and returned to our laboratory for further examination and testing. Texas Cone Penetration (TCP]: Texas Cone Penetrometer tests were used to assess the apparent in- place strength characteristics of the rock type materials. In the TCP test procedure, a 3-inch outside diameter (OD) steel cone driven by a 170-pound hammer dropped 24 inches (340 ft.-pounds of energy). The number of blows o� the hammer requirec! to provide 12 inches of penetration, or the inches of penetration of the cone measured at 100 blows of the hammer (whichever occurs firstj are recorded an the field logs (reference: TxDOT, Bridge Design Manualj. Groundwater Observations: GrouncEwater observations are shown on the f�oring logs. Borehoie Plu��in�: U}�on completion of the borings, the boreholes were backfilled from the top and plugged at the surface. Test Pits: Exca�ated bulk soil samples were obser�ed, iogged and retained in buik sample bags. Specific sarr�ples were obtained near the apparent existing pipe backfill or bedding material for the purposes of conducting gradation, plasticity and compaction tests. G&AI Project No. PARS13D1A0 Page 4 3.� �4��A�C?RY T��TIf�G G&Ai performs �isual classification and any of a number of laboratory tests, as appropriate, to define pertinent engineering charac#eristics of the soils encountered. Tests are performed in general accordance wi�h ASTM or other standards and the results included at the respective sample depths on the boring logs or separately tabulated, as appropriate, and included in Appendix C- Boring Logs and Laboratory Results. Laboratory tests and pracedures utilized or referenced for this geotechnical inve5tigation are tabufated belpw. ��5t R�fltetiu�e D�sCClptfotl ASTM D421 Standard Practice for Dry Preparation of Soil Samples for Particle-5ize Anafysis and Determination of 5oil Constants ASTM D422 Standard Test Method For Particle-Size Analysis of Soils ASTM D698 Standard 7est Methods for Labaratory CompactEon Characteristics of Soil Using StancEard Effort ASTM D1144 Standard 7est Methods for Amount of Material in Soils Finer than the No. 200 (75-µm) Sieve ASTM D2166 Standard Test Method for Unconfined Campressive 5trengt� of Cohesive Soil ASTM D2216 Standard Test Methad for l.aboratory Determination of Water (Moisturej Content of Soil and Rock by Mass ASTM D2217 Standard Practice for Wet Preparation of Soil 5amples for Particle-Size Analysis and Determination of Soil Constants ASTM D2487 Standard Classification of Soils for Engineering Purposes (Unified Soil Classification System} ASTM D2488 Standard Practice for Description and Identification of Soils {Visual-Manual Procedurej ASTM D2850 Standard Test Method for Unconsolidated-Undrained Triaxial Campress9an Test on Cohesive Soil ASTM D4220 5tandard Practices for Preserving and Transporting Saif Samples ASTM D4318 5tandard Test Methods for Liquid Limit, Plastic Limit and Plasticity lndex of 5oi�s ASTM D4546 5tandard Test Methods for One-Dimensional Swell ar Settlement Potential of Cohesive Soils ASTM D4643 Standard iest Method for Determination of Water (MoistureJ Content of Soil by the Microwave aven Method A5l"M D4718 Standard Practice for Correction of Unit Weight and Water Content for Soils Containing Oversize Particles Tex-14S-E determinin� Sulfate Content in Soils - Colorimetric Method G&AI Project No. �ARS1301.00 Page 5 �,O $!TE ��1�181V5 �.1 (�eneral To�o rap�: A United States Geological Survey (USGS) topographic map for each Iocation is provideci in Appendix E- USGS Topographic Map. Site Photo�raphs: Photographs represQntatiWe of the site at the time of �his in�estigation are pro�ided in Appendix F- Site Photographs. �.2 G�OIO�j/ Geologic Formation: Based on available surface geology ma�s and o�r experience, it appears these sites are located in the Pawpaw, Weno Limestone, Denfon Clay, Fort Worth Limestone and Duck Creek Formation with Allu�ium and Terrace Deposits. A geologic atlas and USGS forrnation description are provided in Appendix G- Geologic Information. Soils within the above mentioned formations can generally be characterized as calcareous clay, silt and sand with underlying limestone. Geologic Faults: A geologic fault study was beyonc� the scope of this investigation. �.� �o�l Strati�raphv: Descriptions of the variaus strata and their approximate depths and thickness per the Unified Soil Classification System (USCS] are provided on the boring and test pit logs included in Appendix C- Boring Logs and Labora#ary Results. Terms and symbols used in the USCS are presented in Appendix H- Unified 5oil Classification System. THIS 5PACE LEFT SLANK INTENTIONALLY G&Af Project No. PAR51301.OD Page 6 Brief summaries of the stratigraphy indicated by the borings and test pits are provided below: C,�ntr afr�rd Suhs��rf�ce �bn�"stia :s at Lu[at�or� 1 ��nrin�s B-0'1 ta ��]G� �lt�rrwir��l ��pth, i�el I�g4 �fM�e�t as hloi��} Fop 4f 8ottor�� L'ayr+r o{ t�yer 0 � 11 to 18 11 to 18 25 Note: BoringTermination �er�eral �fstYi�llun LEA1V CLAY SAND LIMESTONE = 20 and 25 feet �etalles� F��*��ripLao,ti nf 5p��5fhhater�dl� �ryr�uni��[� Firm to hard 5ANDY LEAN CLAY (CLj / LEAN CLAY {CL) and stiff to hard CLAYEY SAND (SC) with gravel layers. EXCEPTION �- B-03 to 8-06 — 4-inch to 9-inch ASPHALT and CONCRETE PAVEMENT. WEATMERED LIMESTONE and hard gray LIMESTaNE. �eneraiiaed 5ubsuriac� Candi��ns at �o�atlon � {�-07 and a f58} NomFnal [��plh, F�ct �gs ;`x[�p4 a4 Nr�lerJ} Tt�p �� L�yer FSo�tam r�f L�yef 0 13.5-inch 13.5-inch I 1$ to 20 18 to 2D 23 to 2�4 23 to 24 25 Note: Boring Terrnination �inmin�� Deptfr, f[;et �rgs { f x�e,�t a5 hko#4d� Tap o1 klat[o1n o! Layer Layer 0 i3 13 17 17 Z4 24 3Q Note: BoringTermination Cxen�r�l E�E�t�iltd DeSCri�41�n o! �estr ipkion SU115�Ma[ena37 �,ti�ounter�d CONCR�TE PAVEMENT 7.5-inch CONCRETE PAVEMEfVT and 6-inch lime treated BASE CLAYEY SAND (SC} BASE. LEAN CLAY Firm to hard SANDY LEAN CLAY (CL), CLAY�Y SAND (SC) SANa and POORLY-GRADED GRAVEL WETH CLAYAND SAND GRAVEL {GP-GC). WEATHERED LIMESTQNE Soft WEATHERED LIMESiOlVE. LIMESTOiVE 5oft to hard gray LIMESTOME. qth = Z5 feet b�s. Genai�iliae� Suhsur#a�� Corfdl�ioi�� t L��a#��n �D ` {6��ir�g �' 11} , �,�ner�� ailed Res�riptlarF Gf R�s�r�pll�r� Solls{Ma��s��s Enrn�nkereti �AT CLAY SANDY FAT CLAY (CHj / FAT CLAY WITH SAMD (CH) with gravel. LEAN CLAY I.EAN CLAY WETH 5AIVD (CL). WEATHERED LIM�STONE Soft WEATHERED LIMESTONE. LIMESTONE Hard gray LIMESTOIVE. pth = 30 feet b�s. G&AI Project No. PARS1301.00 Page 7 Gener211te�t 5�s�surfaee C�n�lliiprr� at L�xr..a�ion 5 {9orl�g B L� �nd B-13} fllominal E?epk�r, Ffi�� bgs (�xcept �� c�ke�ij � r�� of ~ 8ot�onx nf La��2r laytr 0 5.5 to 6 5.5 to 6 15 Note: Borin� Termination h�Omi��l be�ih, lee� J�gs ��xcep� as N4ted} To{� o# �r�El�rn r�i E�yef Gay�r 0 5 to 12 Note: Test Pit Termination C�aa�r,� �es�raptio�t FILL 5AN D = 5S and 15 feet lleidll�d Des�ripLlan UI �oFGsf Mai��'�.�14 �neaunkcred POORLY-GRADED GRAVEL WITH CLAY (GP-GC� FILL. StifF to very stiff CLAYEY SAI� �(SCJ. 5en�rall�c� Sub5ur I��e Con�i�i�ns aL Lot�x�C�n .5 Te�t P�tS (�r�-z i� Tp�� Ger�eral ��scrip��t�n ��t��jk'C� ��5[rl�]:IOn Of 5o�{�fh+:{�rerial�, Fr�r.aur�t�!red VARlOUS FILL SANDY FA7 CLAY (CHj / FAT CLAY WITH SAIVD (GH) FILL, SANDY LEAN CLAY (CLj / LEAN CLAY (CLJ FILL and CLAYEY SAND (SC) FILL with gravel and limestone fragments. EXCEP7IDN: TP-4 - WEATHERED LIMESTONE at 10 feet. Potential fragments residua! from initial plpe insta�lation, or Cop of rock and pipe trenth. =5to12feet Swell Potential based on Atterber Limits: Atterberg (plastic and liquid) �imits were performed an 24 shallow soil samples abtained at depths between 0- and 15-feet bgs. The plasticity index of the samples was between 14 and 47 with an average of 29 indicating that the soils have a moderate to high potentiaf for shrinking and swelling with changes in soi! moisture content. Swelf 7ests: Swell tests were perfvrmed on selected clay soil samp�es. The results of the tests are summarized below. Baring C�O, B-02 B-03 B-05 B-06 B-07 B-1�. e-13 Avg- �ep t#� 7 3 3 7 5 3 4 N1ai5#ure CDII#eilt, w, ��f�} 19 � 15 18 16 11 16 1.6 I�quld t��x�lt, !L 46 40 44 48 43 63 43 Pi�stl�+ty In�leX, PI 34 28 28 32 29 47 29 Appiieti UverUi�rr�ert Strr�ss {psl} � 5.7 2.4 2.4 5.7 4.1 2.4 2.4 Swell ��,i 1.85 O.DO 0.54 0.00 0.13 2.74 1.85 G&AI Project I�o. PARS1301.OD Page 8 Swell potential and swell percent are ir�dicative of the sail type and the initial moisture content or natural moisture content relative to thE plastic limit. This relationship depicts the soil affinity #or water absorption and subsequent swell. Soil Chemical Anal sis; Fi�e soluble sulfate #est (TEX-1�45-E) were performed for this project and the results are summarized below. 7hese data depict a low sulfate potential. F�orFng �a. B-02 B-05 B-D7 8-11 B-13 4.4 Gro�ndw�t�r ��pth �f�et, 0-2 0-2 2-4 0-2 0-2 Suliate c�r�t�rG# ip[�� 831 1364 569 1287 $16 Groundwater Levels: The borings were ad�anced using auger drilling and intermittent sampling methods in soil test borings in order �o obser�e groundwater seepage levels. Groundwater levels were physically observed during the test pit exca�ations. Groundwater levels where encountered in the borings and test pits during this investigation are identified below. Dar �n� �#o B-04 B-05 B-46 B-07 B-Q8 TP-2 TP-5 Depth Grauridw��r Irsitrallw �nfounkere� {feet, bgi� 16.0 13.5 13.0 19.0 14.0 10.0 5.0 Grounr�u+raeer Ra�th r�Ftef 15 fVli+��tFx;��et, bg�� 16.0 i 13.5 13.0 19.0 1�.0 1D.0 5.0 Where encountered, ground water appeared to be associated at ar near the elevation Of �ilE soil/rock interface with the exception of TP-5 which appeared to be a perched level. Lon�-term Groundwater Monitarin : Long-terrn monitoring of groundwater conditions via piezorneters was not performed during this investigation and was beyond the scope of this study. Long-term rnonitoring can re�eal groundwater level5 materially different than those encountered during measurements taken while drilling the borings. Groundwater Fluctuatior�s: Future construction activities may alter the surface and subsurfiace drainage characteristics of this site. It is difficult to accurately predict the magnitude of subsur#ace water fluctuations that rriight occur based upon short-term obserWations. The grour�dwater le�el should be expected to fluctuate throughout the years with variations in precipitation. G&AE Project No. PAR51301A0 Page 9 �.� ��LYSIS i4IV� i�EC01�l1l��IVDAiIONS 5.1 Seisrr�i� Si�� Classifi��io� The seismic site classification is based on the 2012 International Building Code (IBCj and is a classification of the site based on the type of soils encountered a# the site and their engineering properties. Per Table 20.3-1 of ASCE 7-10, the seismic site classification for this site is C. �.2 SO�ub�� Ul�atf'S 5oluble sulfate testing (TEX-145-�) was performed far this project. Based on the results of laboraiory #esting, the soluble sulfate content measured on the samples tested is considered relati�ely low with a measured concentration ranging from 669 to 1364 ppm, and an average of 993 ppm. However, it should be nated that concentrations of soluble suifates in soil are typically localized and concentrations in other areas of the site could vary significantly. 5.3 ��ns�ruetion �x��ations Applicabili�: Recommendations in this section apply to short-terrn construction-related excavations for this praject. Slo ed Excava#ions: Ail sloped short-term construction excavations on-site should be designed in accordance with Occupational Safety and Health Administration (OSHA) excavation standards. Borings �rom this investigation indicated that the sails may be classified per OSHA regulations as Type C from the ground surface to the top of rock, with depths �arying fram 1D to 20-feet bgs. Short-term constructian exca�ations may be constructed with a maxirr�um �lope of 1.5:1, horizontal to vertical (H: Vj, to a d�pth of 10-feet bgs. Excavations deeper than 10-feet should be designed for temporary shoring (see below) by a registered engineer for the cor�tractor. Recommendations pro�ided herein are not valid for any long-term or permanent slopes an-site. Shared Excavations: As an alternati�e to sloped excavations, vertical short-term construction excavations may f�e used in conjur�etion with trench boxes or other shoring systems. Shoring systems should be c4esigned using an equivalent fluid weight of 65 pounds per cubic foot (pcfJ above the groundwater table and 130 pcf below the groundwater table. G&AI Project No. PARS13D1.OD Page 10 Surcharge pressures at the ground surface due to dead and li�e loads should be added to the lateral earth pressures where they may occur. Lateral surcharge pressures should be assumed to act as a uniform pressure along the upper 10-feet of the excavation 6��et� on a lateral earth coefficient of k=a.5. Surcharge loads set back behind the exea�ation at a horizontal distance equal to or greater than the exca�ation depth may be ignored. We recommend that no rnore than 200-feet of unshored excavation should be open at any one time to pre�ent the possibility of failure and excessi�e ground movement to occur. We also recommend that unshored excavations do nat remain open for a period of time longer than 24-hours. Vertical Cuts in Rock: Deeper excavations below the initial zone of weathered rock may be neat cut afosent exca�ation shoring beneath this depth. Shoring should be used nevertheless #or a nominai penetration of at least 5-feet into weathered rock. Limitations: Recommendations provided herein assume there are no nearby structures or other impro�ements which r�ight be detrimentally affecied by ihe construction exca�ation. Before proceeding, G&AI or an alternate registered engineer should be contacted to evaluate construction excavatians which may ha�e the potential to affect nearby structures or other impro�ements. Excavation Monitorin : Excavations should be monitored to confirm site soil conditions consistent with those encountered in the borings drilled as part of this study. Discrepancies in soil conditions should be brought to the attentian of G&AI or a competent registered geotechnical engineer. Slo e Stabilit : In lirnited circumstances, shored excavations may encroach upon Little Fossil Creek; especially near Location �B. Additional creek bank support such as sheet piles may be required. We recommend G&AI be contacted to e�aluate these requirements on a case by case basis. �.�. f�ipeli�� Ir�St�llations Anticipated pipeline in�ert depths for this project, either constructed in a trench or by means of pipe-bursting, suggest the faliowing rnaterial to be encountered as encountered and sampled by this subsurface in�estigation: Lorat�orr E3ari�g and �`es� �it fV�_ 1 B-01 ta B-06 2 B-p7 and B-OS 4B B-11 TP-2 to TP-5 5 8-12 and B-13 G&AI Project IVo. PAR51307..00 A�pr�ximate P�p� InverE [)e�fil� �ft.) 13 to 15 16 17 12 to 18 Stratr�ra�l3y ��count�retf Firm to �ery stiff SAN�Y LEAN CLAY (CL) / LEAN CLAY �CL.), CLAYEYSAND (5C) and WEATHERED LIMESTOfVE. Firm to stiff CLAYEY SAND (SC) and SANDY LEAN CLAY (CLj with GRAVEL. 5tiff, shaly, LEAN CLAY WITH SAND (CL) and soft WEATHERED LI M ESTO N E. 5tiff to very stiff CLAYEY SAN D(SC), LEAN CLAY (CL) with gravel FILL and WEAT�fEREQ L�MESTONE. Page 11. 5.� �r�und�r��er ��r��rol Groundwater was encounter�d at depths as shallow as 13.0-feet bgs in the soil test borings during the subsurface investigation, generally at or slightly abo�e the top of rock. Howe�er, potentially perched water was also encountered as shallow as 5.4-feet bgs in the test pits. !f groundwater is encauntered during exca�ation, dewatering to bring the groundwater below the bottom of excavations may be required. Dewatering could consist of standard sump pits and pumping procedures, which may be adequate to cantrol seepage an a local basis cluring excavation. Supplemental dewatering will be required in areas where standard sump pits and purnping �5 not effecti�e. Supplemental dewatering could include submersible pumps in slotted casings, well points, or eductors. The contractor 5houfd submit a groundwater cor�trol plan, prepared by a iicensed engineer experienced in that type of work. 5.6 F�rtH�vr�k 5.6.9 Site Prepara�ion In the area of improvements, all concrete, trees, stumps, brush, debris, septic tanks, abandoned structures, roots; vegetation, rubbish and any other undesirable matter should be rerno�ed and properly disposed. All Wegetation should be rerno�ed and the exposed surface should be scarified to an ac�ditional depth of at least 6 inches. It is the intent of these recommendations to proWide a ioos� surface with no features that wouEd tend to pre�ent uniform compaction by the equipment to be used. .�.6.� Wei� UVea�her/Sofr� Subgrade Soft and/or wet surface soils may be encountered during cor�struction, especially following periods of wet weather. Wet ar soft surface soils can presenfi difficulties for compaction and other construction equipment. If specified compaction cannot be achie�ed due to soft or wet surface soils, one of the following corrective measures will be required: 1. Removal of the wet and/or soft soil and replacement with select fill, z. Chemical treatment of iMe wet and/or soft soil to improve the subgrade stability, ar 3. If allowed by the schedule, drying by natural means. Chemical treatment is usually the most effective way to improve soft and/or wet surface soils. G&AI as an owners' representative ar other competent party shoulck be cantacted for additional recommendations if chernical treatment is pfanned due to wet and/or saft soils. G&AI Project No. PARS1301.OD Page 1Z 5.6.� %sfiing Re Uired Testin and Ins ections: Field compaction and classification tests should be performed by G&AI or other competent party. Compaction tests should be performed in each lift of the compacted material. We recommend the minimum soil compaction testing of one test per lift per 100 linear feet of utility backfill. kf the materials fail ta meet the density or moisture content specified, the course should be reworked as necessary to obtain the specifEed cornpaction. Liabilitv Limitations: Since proper field inspection and testing are criCical to the design recommendations provided herein, G&AI cannot assume responsibility or liability for recommendations provided in this report if construction inspection and/or testing is perFormed by another party. 5.� ��r��li�i�n �er�sider��ions Applicabilit : Recommendations in this section apply to the removal of any existing utilities or pavernent which may be present on this site. General: Special care shauld be taken in the cfemolitian and remo�al or existing utilitie5 and pavernents ta minimize c{isturbance of the subgrade. Excessive disturbance of the subgrade resulting from demolition activities can ha�e serious detrimental effects on planned foundation and paving element5. Existin� UtElities: Existing utilities and bedding to be abandoned should be completely removed. Existing �tiiities and bedding may be abandoned in placed if fihey do not interfere with planned development. Utilities which are abandaned in place should be properly pressure-grouted to completely fill the utility. S.� Loac�in� orr �urie� ��ructur�s Applicability: Recommendations in this section are applicable to the design of buried junctian boxes, piping and manholes associated with this project. Uplift; Buried water-tight 5tructures are subjected to uplift forces caused by differential water levels adjacent to and within the structure. Soils with any appreciable silt or sand content will likely become saturated during periods af heavy rainfall and the e#fecti�e static watEr level will be at the ground surface. For design purposes, we recommend the graundwater level be assumed at the ground surface. Resistar�ce ta uplift pressure is provided by soil sk�n friction and the dead weight of the structure. 5kin frictian should be negiected for the upper 3 feet of soil. A skin friction of 200 pounds per square foot (psfj may be used below a depth of 3 feet. G&AI Project No. PARS1301.00 Page 13 Lateral Pressure: Lateral pressures on buried structures c�ue to soil loading can be determined using an equiva�ent fluid wei�ht of 95 pounds per cubic foot {pcfj. This includes hydrostatic pressure but does not include surcharge loads. The lateral load produced by a surcharge may be computed as 50 percent of the vertical surcharge pressure applied as a constant pressure over the full depth of the buried structure. Surcharge loads located a horizontal distance equal to or greater than the buried structure depth may be ignored. Vertical Pressure: Vertical pressures on buried strUctures due to soii loading can be determined using an equivalent fluid weight of 125 pcf. This does not incfude surcharge loads. The vertical load prod�ced by a surcharge may be computed as 100 percent of the vErtical surcharge pressure applied as a constant pressure o�er the fufl width of the buried structure. Meter Charnber: 5pecific recorrimendations for the metering charriber in Lacation 1, near Boring 8-2 are presented below �or a below ground structure some 9.6-feet deep. Near surface firm clayey sand gradec� ta hard lean clay with sand at around 6-feet depth and thereafter weathered becoming fresh limestone at 10-feet was observed. Competent rock was encountered at 14-feet as e�idenced by TxDOT cone values of 50-1/Z"/ 50-1/4", and ot�er simi�ar values to the termination of the boring at arour�d 25-feet. No ground water was encounterec� in the boring, however this rnay be variable. Based on our field investigation and the structural drawings prorrided, slab foundations should bear at the desired excavation depth of araund 16-feet. Some minor o�er excavation will be required in the fresh limestone. We do recommend the placement of a seaf slab of lean mix concrete or at least &-inches of crushed granular well graded material 1% inches to Na 4 size. We also recommend an allowable net bearing capacity of 3,OD0 psf with associated design uplift pressure of 50a psf for the upper 5 feet of soil. Exca�ation to the box structure bearing ele�ation should be at a maximurn side slope vf 1.5H to 1V for the upper 10-feet. Temporary shoring and potentially ground water control (sump pumping) wifl be required for excavations 10-feet depth and below. Shoring should be designed for tEmporary equivalent fluid eartl� pressure5 of 130 pcf. Backfill material should consist of select fill with iiquid Limits less than 35 and Plasticity Index less than 20, or alternati�ely use flowable fill placed in one sequence bottom to top of excavation. Either of these backfill rnaterials should be designed for equivaler�t fluid pressures of 130 pcf. Alternatively, well graded backfill materials (crushed or river run granular material) 1%z inches to Na. 4 size may be used for exca�ation backfill and an equivalent fluid pressure of 100 pcf. The upper 5-feet for this material should still be select fill separated from the granular backfil� by a non-wo�en fabric. We recommend that slab deflections be analyzed using a coe�ficient of subgrade reaction, k-250 pci. G&A! Project No. PARS1301.OD Page 14 �.9 R�$�i�in� �tr��ure� Applicabili�: G&AI was nvt notified of any specific retaining structures in conjunctian with this pro�ect. Recommendatian� provided in this sec�ion are applicable to structure5 5-feet or less in height. Retaining structures in excess af 5-feet should be brought ta the attention of G&AI for a more detailed assessment. It is im erative that fobal stabilit be reviewed b G&A1 or other re rstered eotechnrcal en ineer on an retainin structure rn excess o 5- eet in her ht. Lateral Pressure: Lateral pressures an retaining structures due to soil loading can be determined using an equivalent fluid weight of 65 pounds per cubic foot (pcf) if fill behind the wall is free- draining and above the groundwater table and 95 pcf if fill behind the wall is not free draining or is below the groundwatertabEe. This does not include surcharge loads. This also assumes a horizontal ground surface behind the structure. The lateral load produced by a surcharge may be computed as 50 percent of the �ertical surcharge pressure applied as a constant pressure over the ful! depth of the buried structure. Surcharge loads set back behind the retaining structure at a horizontal distance equal to or greater than the structure height may be ignored. Lateral Resistance: Resistance to lateral loads may be provided by the soil adjacent to the 5tructure. We recommend using an equivalent fluid weight af 100 pcf for lateral resistance. An allowable coefficient of sliding friction of �-d.3 (u$ing a Factor of Safety of FS=2} between the retaining structure concrete footings and underlying soil may be combined with the passi�e lateral resistance. Bearin� Capacit : We recommend a minimurr� embedment depth of 24-inches and an allowable bearing capacity of 2,D00 psf which may be used for retaining structure footings (using a Factor of Safety of FS=3). TWIS SPACE LEFT BLANK ENTENTIONALLY G&A3 Project No. PARS1301.00 Page 15 5.10 B�r�ied �ipe Applicability: Recommendations in this section are applicable to the design of buried piping placed by open cut methods associated with this project. Pressure on Buried Pi e: Design recommendations provided in the "Loading on Buried Structures" sectior� af this report also ap�ly to burieci piping. 7hrust Restraints: Resistance to lateral forces at thrust blocks will be developed by friction de�eloped along the base of the thrust binck and passive earth pressure acting on the �ertical face of the block. We recommend a caefficient of base friction of µ=0.3 along the base of the thrust block. Passi�e resistance on the �ertical face of the thrust bfock may f�e calculated using the allowable passi�e earth pressures presented below. Thrust Restraint Passi�e Resistance � Allr��r��le F�ssl+�e Earth Pre�Sw�ra l�y h+Eatr.riaE f}�pe ~ Materi�l Ak2,�wa�le P��s�vs� Pressi�r�;�sf�� Native Clay and Clayey 5and 2,OD0 Campacted Clay Fill 1,500 Limestone 3,000 Note: Passive resistance should be neglected for any portion of the thrust block within 3 feet of the final site grade. The allowable passive resistance for native clays and limestone are based on the thrust block bearing directly against �ertical, undisturbed tuts in these materials. Beddin� and Backfill: Pipe i�edding and pipe-zone backfill for the sanitary sewer piping should be in accordance with the City of Fort Worth specifications. The pipe-zane consists of all materials surrounding the pipe in the trench from 6- inches below the pipe ta 1- inches abo�e the pipe. Trench Backfill: Excavated site sails will be utilized to backfill the trenches above the pipe-zone. Backfilled soil should be placed in loose lifts not exceeding 8-inches and should be compacted to at least 95 percent maximum dry density (per ASTM b-698) and at a moisture content between optimum artd 4 percent abo�e optimurn rnoisture content. Trench Sett�ement: Settlerr�ent of backfili should be anticipated. Even for properiy compacted bacicfill, �ills in excess of 8 to 10 feet are still subject to settlements over time of about 1 to 2 percent of the tota{ fill thickness. This level of se#tlement can be significant for fills beneath streets. Therefore, close coordinatian and manitoring should be performed to reduce the potential for future mo�ement. G&AI Project No. PAR51301.00 Page 16 5.�1 �ipe �urs�ih� General: The preferred pipeline replaeement method in the area af Location 5 test pits is by means of pipe bursting. We understand that means and methocls for construction of bore, thrust bore or pipe bursting refated to this project are at the discretion of the Contractor. Furthermore, only limited information was available regarding the potential bore alignments at the #ime of writing this report. Generalized subsurface conditions noted at the potential bore / pipe bursting zones are summarized as follows: � — �er��rafi�cd SuE��uri�te Co�ditlor�s �t Gocati�rr 5 test ��ts [tC+-� k� T�-5j �14minz�l �]��th, feet U�t� {Ex�;e�i �s r�ot��d� G��ral � T�p n� Flottnm a� L}��rF�tl�n er � Lt�y�i Q 5Yo12 �ietaile�i Descri�tson ❑f Sailsff�Jatpte215 En[�ur�t�r�d VARIOUS FILL SANDY FAT CLAY (CHj / FAT CLAY WITH SAND (CFi) FILL, SANDY LEAN CfAY (CL) / LEAN CLAY (CL} FILL and CLAYEY SAND (SCJ FILL with gravel and limestone fragments. FXCEPTI�N: TP-4 - WFATHEliED LIMESTON� at 10 feet. Potential fragments residual from initia! pipe installatron, or top of rock and prpe trench. Note: Test Pit Termination Dept� = 5 to 12 feet The proposed geotechnical investigations table provided ir� Appendix A- Project Location biagrams indicates the existing pipeline to be roughly 9 to 9.5 feet below ground surface (bgs), thus depending on the pipeline iocation various fill or weathered limestone may be encountered within the pipeline zone. Proctor Results: A Standard Proctor compaction test (ASiM D-698j was performed for Test Pits 3, 4 and 5 on the fill material placed above the existing pipe. Quaiity pipe bedding material at the approximate pipe depth was not encountered in TP-2. Cor�sequently, no compactFon test$ were perforrned. The maximr�rn dry unit weight and optimum water content is tabulated below. Proctor reports are provided in Appendix C- Boring Logs and Laboratory Resu�ts. l�ta�ion TP-3 TP-4 TP-5 L�eptt+ Maxamurri��ry L�n�t Weight €e�tr �� P�� D-5 � 110.4 0-10 106.5 0-8 115.3 10.7 16.Q 12.0 Limitations: Test Pits were limited in the vicinity of the proposed pipe bursting sections. As a result, variability in soi! and groundwater conditions should be expected. Soif conditians may be materially differen� than those encountered during this study. �ptii��um R�1o�st�re C�ritenl f°s�� G&AI Project No. PARS1301.00 Page 17 �.� GE�ER�L �O�1M��ITS Data Assumptions: By necessity, geotechnical engineering design recommendations are based on a limited amount of information about subsurfaee canditions. In the analysis, the geotechnicaf engineer must ass�me subsurface conditions are similar to those encountered in the barings. The analyses, c�nclusions and recommendations contained in this report are based on site conditions as they existed at the time o� the field investigation and on the assumption that the exploratory borings are representati�e of the subsurface conditions throughaut the site; that is, the subsurfiace conditions everywhere are not significantly different frorr� those disclosed by #�e borings at the time they were completed. Sufasurface Anomalies: Anomalies in subsurface conditions are often revealec! during construction. If during construction, different subsurface conditions from tho5e encountered in aur borings are observect, or appear to be present in excavatians, we must be advised promptly so that we can re�iew these conditions and reconsider our recornmendations where necessary. Chan�e of Conditions: �f there is a substantial lapse of time betwe�n submission of this report and the start of the work at the site, if conditions have changed due either ta natural causes or to construction operations at or adjacent ta the site, or if structure locations, structural Ioads or finish grades are char�ged, we should be promptly informed and retained to re�iew our report to determine the applicability of the conclusions and recomrnendations, considering the changed conditians and/or time lapse. Desi n Re�iew: G&AI, Inc. should be retained to re�iew thase portions af the plans and specifications for this particular projeci that pertain to earti�work and foundations as a means to determir�e whether the plans and specifications are consistent with the recomrnendatians contained in this report. Construction Materials Testin� and Ins�ection: G&AI should be retained to observe earthwork and foundation installation and perform materials e►�aluation and testing during the cons#ruction phase of the project. This enables G&AI's geotechnical engineer to stay abreast of the project and to be readily a�ailab{e to e�aluate unanticipated conditions, to conduct additional tests if required and, when necessary, to recomrr�end alternative solutions to unanticipated conditions. It i5 proposed that construction phase observation and materiafs testing commence by the project geotechnical engineer (G&AI} at the outset of the project. Experience has shown that the most suitable method for pracuring these ser�ices is for the owner to contact directly with the proj�ct geotechnical engineer. This results in a clear, direct line of comrnur�ication between the owner and the owner's design engineers and the geatechnical engineer. G&AI Project No. PARS1301.00 Page 1$ Re ort fiecornrnendations are Preliminar : Until the recommended construction pha5e ser�ices are performed by G&AI, the recomrr�endations contained in this report on such items as final bearing elevations, final depth of undercut of expansive soils for nor�-expansive earth filf pads and other such subsurface-related recom�-nendations should be considered as preliminary. �iabilit �imitation: G&AI cannot assur�-ie responsiFiility or liabil�ty for recommendatians provided in this report if co�struction inspection and/or testing recornmended herein is perforrr�ed i�y another party. Warranty: This report has been prepared for the exclusive use of the Client and their designated agents for specific applicatior� to design of this project. We have u5ed that degree of care and skill ordinarily exercised uncler similar conditians by reputabfe members of our profession practicing in the sarrie or similar locality. No other warranty, expressed or implied, is made or intended. G&AI Project No. PAR51341.OQ Page 19 Appendix A- Project Location Diagrarns � � li� � � � � � � � � � � � � � � �'V�� * �.�� ; +'' +' 4 • ��i-J ,'' �_ ..�� - 5 � �;�' ` - +� I � +; � ��y„��• �� r S� i � ' . r,: .s - ,:.1 r 4 � �'. t.,� : � � i I � - M� { ,.�# �'S� i� , �i'��; `';t� �.��'.� �"'' �;� � = ��.-' ry�. , � �i �+� �, f :� l _ � .K .�, . . ;� $ _'��., �-� ; ��,' � � � r '��: i � ��M1 - l�l��, �� !,� �. �, - .. �� ,t: �+; _ , �;_ ",� - + �� . ' � r`� �'i - -.� � �} �. �+.. � .�f ,� F • �{ � �. •-1�:� e � �?'!: '#�'��Y�� . JF �Cl�rr y",�-,I��i �.. Il�i�`- w .�j�*� '" � � ~'�` ' �'' '�`�;� i,+��ir�;� �� .�}� ' � .# i� F �+' - .. � ,. . 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' ry �' � � � :� � �+ — - Y� II � � • • {�; � � �� . , � ,� - . ,r � � � �� ' � � 1 i �; -� .� , �. : _� � � `i 4 � } �� r i '�- LF �' � �� '-�. {y � . .. �i �F fr� � , . � I *` � y �� II r' � _ `� r _ - '' :� �1 � '� �� _ }�� _ � y � � *'�., , � ; + # 'I +. '� �y r � � i 'j ' ' };i - i � i` #� � �i � � � t � ' � + • +� I �� I � . � 1 �'�� , . � 7 I � . + � r �i. . • �� _ # �� - � #; F * 'lY �a �- �' � � � � }''3.' * � � �� . ! r �� wl� * * .i x � r � ��. � ' �_ " r„' � -�' — * ` �_ �. �� . . * i . k�- �a*� #; �# { � ;� - - - r ��` '� � . . . � , � � �` ' �' � : � + � � � �„� - . - w . �� . I � � _ i� i � I ' . , � � � .... �, � # '� Appendix C- Boring Logs ar�d Laboratory Results __ GorrondonaandAssnciates ��i� �iV�� , 1171D IVorth Freeway, 5uite 700, Houstan, TX 77060 PAGE 1 �F 1 �� , 7524 Jack Newell Blvci. S., Fart Worlh,'iX 761'k8 Telephone: HOU 281-469-3347; FW 817�9&-1424 Fax: HOU 281-469-3584; FW 817-�}96-1768 CUE�1T Parsons Environment & Infrastrucfure FROJECT I�EAAAE Little Fassil Greek Iniercepior Pi20JECT pIUR118ER PARS7341.00 PROJECT LOCATI��I Blue Mound Haltom Ci and Fari Worth Texas DATE STARTED 8119I13 COMP9.EiED 9119113 GRQ�INB �VATEON 5D9.77 ft FiO�E SIZ� CONTlLACTOR StrakaBore GRO�JND 1fl1ATER L@VELS: METF�EaD Continuous Fli ht Au IP�Tl4LLY ENC��IMERE� Not Enoountered LOGGED BY DL CHECI�ED BY LG AFT�it i5 MiN. Not Encountered NO3�S Northinq= 696889'[.83, Eas#ing: 2347328.63 AFTER — Ai7ERBEFtG � a a Z N,�^„ �N � W a LIMITS � U �� i (f?w^ d Z -�Y3 �a �F [— �.-, sC7 m n- u�io �z..�., �� ¢� �w '� d F=� az U � Z-- a� �- d MATERIA� DESCRlPTIOiV � g U � Ci 0 a Q w r � N Q rn �' z`�' � ui �� _ � U� V o ��- �� a� ~ d� 000� �-� o" E� o N �`� pZ �� ng �o tn � ¢z � caz Q � �� va a �o Q`=� g=, �z w m � a A V J °- a � 0 - CLAYEY SAfVD (SC) - Stiffi to �ery stiff, brown ST 11 - and gray, with gravel. S5 ��$ $ 7 49 15 34 40 ST 5 - 12-15-2i - SS (36) 6 -- SS 2�(34�13 21 37 '12 25 3Q 10 M � WE4TMERED LIMESTONE - Gray and tan, with h clayey sand layers. 0 c� u; g a � `�" LIMESTONE - Hard, gi�y. C 50(1") 6 � 15 50 D25" 4 O U F' 'a � Y W K U J � LL y J�{ E~� � 2Q so a.s� J O 4 O � � Q a 0 � � � C 5U(T') � 2� 54 0.5" g Bottom of hofe at 25.0 feet. g W H d U H GorrondonaandAssociates �� o� 11710 Norlh Freeway, Suite 70D, Ffouston, TX 77U60 PA�� .� QF � �� 7524 Jack Newe11 Blvd. S., Fort Worth, TX 767'i8 Telephone: HOU 289-463-3347; FW 897-496-1424 Fax: HOU 281-469-3594; F1N 817-496-1768 CLIIENT Parsons �nvironment & Infrastructure PROJECi i�UTAE Liftle Fossil Creek lnterceptor PRWECT F�I�dIBER PARS4301.04 R�OJEC"i LO�ATiUh Blue Mound Haltom CitY and Fnrt Warlh, Texas UA3E STARTER 9119113 CQMPCETED 91991i3 GAOU�E�D E!ltVAT��11 512.0'f ft FI�� SLZE COf�i';'RACTQu� SfrataBore GI:ai1F[D 41dQ►TER LEV�LS: �IETHS]a Continuous Fliqht Auc�er IBd�'T!liLLY EPICOiI�'fEREU Not �ncauntered L�G�o gY DL CHEGitEU BY LG AFT�R 15 FAIW. Nat Encountered I+FaTES {�orthinq_ 6969027.76, Eastinca_ 2347328.90 _ AFTER — ATTERBERG F- � o Z m,^ •� � �; LIMITS W c� � � >- �n w a Z -,'-„ 3? �, o. �.F � �.-. �t7 m a w� �z� i-� ¢� `�� 'c m �=� �z U � Z^ o- � a O MATERIAL DESGRIPTIOM �� c> >[i a�¢ w� � u, 2 g, �� z Q� w C� r F r- v'x a o w•• �� a� t- p� mp� ,1�. ��- �� o N ��. F- �- tn � � (J �z Uv U? v � � � U �' � �O �� S� �z INiI m � a V N °- o ca '�' � � � 0 CLAYEY SAND {SC) - Stiff to hard, brown and gray, with graveL ST 4.5+ 8 39 93 2S 41 - 9-8-8 Sg �� 11 � - ST 4.5+ 8.5 122 12 LEAN CLAY WITM SAN� (CL) - Hard, gray ae�d brown, with calcareous nodules. � q_g{ T9 46 12 34 79 ST 4-5+ 10 WEATHERED LIMESTONE - Gray and tan, with r clay layers. m � � ❑ c� � 3 � F LENfESTON� - Hard, gray. C 50{0_5") � 15 50 0.25 0 tai � a c� � w � U 1 � ° C 50(9.75"} � � 20 5� 0.5" 0 Q O lh � Q R ❑ � W C 50(i "� �' 25 50 0.5" a Bottom of F�ole at 25.0 feet. � w � a U H GorrondonaandAssociates �� ,� �„03 �(�' 117101Varth Freeway, 5uiie 7afl, Houston, TX 770E0 '4" � 7524 Jack Newell Blvd. S., Fort Worfh, TX 76178 PAGE 1 OF 1 J Tefephone: H4U 281-469-3347; FW 817-49&-9424 Fa�c NOU 281-469�594; FW 817-a9S-1768 CLlENT Parsons Environment & Infrasiructure P��.JEC7 l�IA�AE Liitle Fossil Creeic lnterceptor PROJECT AfU�.9B�R PAR593d1.00 P�WECT LQ�ATt�PI Blue Mound, Haltom City ancf Fort Worth, Texas DATf 57AR7�D 9119/i3 COTAPCETED 91991i3 GRaiIND EVEVi4TFaW 513.73 ft K�.E StZE CONTRACTOR StralaBore C�i�U{� WAFER LEVELS: ARETFi0�9 Continuaus Fliqhf Auger [NOTl�ILY EWCOUNTERED Not Encountered L�GED BY OL CHECI(ED BY LG AFTER 1S r,�IN. IVot Encountered H�TES Northing: 6969091.Q8, Easfing: 2347605.fi9 AFTER -- ATT�RBEF2G � a o z d�- "�, � w a LIMITS � _ � � r rn ui a Z - � � � o- � � �- z �� a� �m a �o �Z� F-� ¢� vr c� � Z V � o � � O MATERfAL DESCRIPTION � j � � � � Q j Y V � � Q� o y � � � � � � � � � W v � � �z � Uz a � v� �� Q �� a� a� �Z z a �— � 0 A5PH,4LT OVERLAY - 5anch asphalt overlay. SANDY LEAN CLAY (CL) - Very sfiff, reddish �py,m, ST 15 $T 4.5 4.7 118 13 40 12 28 65 CLAY�1( SAIVD (SG) - Very soft fo hard, reddish 5 6rown, with gravel. ST 5 - 2-2-2 Gravel layer at 7 io 9 feet. SS �4� $ SS 9-� g�� 4 =�41) 10 M � � - F Q � g LEAN CLAY {CL) - Very stiff, gray a�d light � brown, shaley. �G 21 ��'23 17 44 12 32 91 � ¢ 15 a a � ? 1NEATHERED LIMESTONE - Gray and tan, with � shaley day layers. � n � � � ° LIMESTONE - Hard, gray. C 50(0•5"} � Zp 50 0.25" J O O O m y K a a w � � C 50(0.5"} �' 25 50 0.25" � Bottom of fiole at 25A fe2t. � � � a U f Gorrondana and Associates ��I�� o�� 'y� 11710 North Freeway, Suite 70Q, Housfon, TX 770v0 � 7524 Jack Newetl Blvd. S., Fort Worth, i7C 76118 PAGE 1 OF 1 ` Telephone: HOU 281-469-3347; FW 837-495-1424 Fax HOU 281�69-3594; F1N 897-496-17fi8 CLIIERIT Parson& Environmenk & Infrasfructure PRpJ�CT NAfA� I.ittl� Fassil Creek Intercepfor P�iWECT PIUR+�BER PAR51301.U0 F�t9.fECT LO�ATF'J�E Blue Mound, FEaltom CitV xnd Fat Worih, Texas DATE STARTE� 9l19113 CQIGlP�LETED 9119113 G�iaUNfD EItEIlATGDEd 514.85 fl Fiai.E StZE COAITRACTOR StrataBore GR+DIIJPfD V4lATER LEVELS: R'lETF� Coniinuaus Fli ht Au er � fFi�Ti#1LLY EPi��1NTERED 16.Q ft 1 Ele� 494.9 ft L�GED BY DL CHECI�ED BY LG � AFTER 15 MiVY. 16.4 ft 1 Elev 494.9 R IVAiES Northinq: 69&9091.16, Eastinq: 2348146.20 S�TER --- ATT�RBERG � U a� } � W w w �� w p LIMITS F h.-. aG9 �m a I�i10 ��J r� ¢� `�� c m �_� �z U � z O MATERIAL �ESCRIPTIQN �� U � C! ��¢ w� �� a�, �_ � z`�' � w � i— F i— U� V o w� � J d� h p� ��] x" a� �-c Q �n a4- _...F.- �— us � � �Z � �� o � v�v°��'� �o��a�g?Z a � a � ASPNALT PAVEMENT - 2-inch asphalt overlay+ &incf� base. SAN�Y LEAN CLAY (CL) - Firm, brown 8nd ' Si 91 gray, wifh sand seams. SS z�8 14 23 9 '!4 5'I 5 SS 8} 94 SS {�� 17 29 11 18 53 90 M � � w o - c� u; � � S5 �� 22 4 95 ❑ �. U Y- S a � Y W W � U WEATi-lERED LIMESTONE - Gray and tan, with S5 59 18 oshaley Gay seams. LL � ZO � LIMESTdNE - Hard, gray. 0 a 0 e� � a a 0 � � C 50{1 ") F �� 501" a BpttOrn of hole af 25.a feet. � w � a V H GorrandonaandAssociates �� n�% ��1'i71p North Freeway, Suite 70d, Houston, TX 77060 7524 Jack Newel! Bivd. S., Fort Warth, TX 76118 PAGE 1 OF 9 Telephone= HOU 281-469�347; FW 877-495-1424 Fax HOU 2$1-459-3594; FW 817-495-1766 CLI�h�'i P�rsons �nviranment & Infrastructure PR{DJECT I�AIEE Little Fossil Creek Interceptor P�WEGF PEUMS�R PARS13a1.00 PRO.fECT LO�AT�mN Blue Maand Haltom C' and Fort Worth Texas �ATE STdRTED 91'i5173 GOR9Pf�ETED 91991i3 GROJNID EV�Vd7i�+�f 5Q8.08 ft Ii�iE SFZ�C COFFTRl1CTOR StrataBore C�iU6J�il� WATER LE1: ELS: ��4ETfi�Dm Cantinuaus Fliqhi Aucaer �[4tiYTlALLY ENCOi1NTERED 13.5 ft 1 Elev �394.6 R LO�GED BY DL CHECI4ED BY LC �/�FTER 15 AA41�. 13.5 ft! Elev 494.6 ft PlOTES NoEttiina: 6970703.73, Easling: 2347740.58 _ /�FT�R -- ATFERBERG N- a a z m� ��, � � o LIMITS w c� �� r rnw a Z yY3 mQ �� F.-. �C7 1110� � U.I� �ZJ 1"'� �� m� � i �� FZ Q V �>( �\ a� O MATERIAL DESCRIPTION �� U � C7 J�¢ u.� � a� C� a� w r� F- c� V" W� QJ �� m�) Y� �v E� o N �.. I- �� cA� Fp tA � � aZ ,,V„ V� d � �jr� Ua � �o -��' � g.Y, Nz w � � n. Ca v a a � 0 R:.¢..o-:: ASPHALT OVERLAY - 2-inch asphalt overlay. ��°�q CONCRE7E - 7-inch concrete. CLAYEY SAND (SC) - 4-inch fime treafed base SANpY LEAN CLAY (CL} - Stiff, gray and brown, �T 2•0 � 9 wilh gravel. ST 7.5 1 S 44 16 28 67 5 ST 3.D 1.5 108 i 5 ST 3A Z.6 4 118 14 - CLAYEY SAND (SC) - Brawn, with gravel. � � ,ST 13 30 14 18 22 � - 0 3D c� � � a - � � - � a � ¢ 0 a � - 'a ,U - Y W WFJ�1'F!-EERED LIMESTOiVE - Tan and gray, wilh C 5�(3_5") " 15 �ayeysand seams. � '�•�° � � lIMESTONE - Soft to hard, gray. 0 LL � O O 0 � Q a ❑ � � � za �-" Boltom of hde at 20.Q feet. C 50{0") � 50 0.25 a � m � a V F GorrondanaandAssociates �� ov� ��19710 Naih Freeway, Suite 700, Houstan, 7X 77050 7524 Jack Newell Blvd. S., Fort Warlh, TX 76118 PAGE 1 QF 1 � Telephone: HOU 281-469-3347; FW 8'E7-496-1A24 Fa�c H4U 281-469-3594; FW 817-496-'{7fi8 CLfiEWT Parsons Environment & Infraslructure P�i�JECT td/4519E Lit#Ee Fassil Cree�c Interceptor P�iOJECT PIfHwBER PARS'l341.00 PROJECT LQCATGIIAf 6fue Mound Haltom CitY and Fort Wnrth, Texas p1�1TE START�D 91261'iS COMP�LETED 9I26113 Gk��iiN� E1fE�lATImflI 51d.52 it F{�D�.� SIZ� CONTRACTOiZ 5trataBore GRQ�iA1� 1FlAT�R LEI/ELS: METI-Fa� Continuous Fli ht Au r � Cl�14TfLA�LY EP:�OflWTERE€l 13.0 ft 1 Elev 497.5 ft LOGGED BY DL CHECKED BY l.G 1 AFTER 15 Mltd. 13:U ft 1 Elev 497.5 ft kaTES I�arthinq: 69712572$ Eastinq: 2347999.62 AFTER — ATTERBERG � d o z u+ � •y � W� LIMITS � x v � w � -- � � a z - � '---`�' � o' F � E-- } � � H.� �c7 Wm �- w� �z� F- � j� �y �� Z c�i hZ � V ~ d� a$ O MATERIAL DESCRIPTIdN � g � � C3 �� Q w.. � Q rn �� a� w F- �� U� V� �`~ �J Q'� ~ O� pp0� V`� �" E N o fN �.. Q� 7� [A� �"'O [n � az w UZ Q r �� Ua � g0 �--� g� �z ul rn � a ❑ V J �- a � 0 ASPiiALT OVERLAY - 4-inch asphalt overfay. SANDY LEAN CLAY (CL)1 LEAN CLAY WITH SAND (CL) - Stiff 10 hard, brpwn, with gravel. ST 2.25 22 ST 4.a 13 41 94 27 67 5 5T 4.5+ 7.3 111 93 ST 4.5+ 16 48 96 32 SO M � ST 4.5�- 3.6 4 115 15 a o i0 �CL�IYEY SAND (SC) - Stiff, light brown, with g gravel. a � w � � ¢ 6 - � U F - -a � S.S. �4-� 2-� � $ W �22y w � � 15 - � - � 0 u� W JF F ...F - O � LIMESTONE - Hard, gray. M � � a a 0 � CP 50(1.75") rc 20 5Q D.5" gBoriom pf hde at 2d.Q feei. a � w H a U F CorrondonaandAssociates ��'�� o� �`' 117'ED Nath Freeway, Suite 700, Houston, 7X 77060 `�•,� 752A Jack Newe[I Blvd. S., Fort Worth, TX 76178 pAGE 1 OF 1 Tdepi�ane: HOU 281-469-3347; FW 897-496-1424 ' F�c HOU 28i-4fi9-3594; FW 817-495-1766 ClI�NT Parsons Environment 8� Infraslructure R�DJECT Pl.AME LitU� Fossil Creek Interceptor PiZOJEC3 NU{9�BER PARS1301.00 PROJECT LO�ATIm{V Blue Mound Haltom Ci and Fort Warth 7e�s dATE STARTED 9126193 CO�+APLETED 9126/13 Gli�i�ldlD �VAT[ON 533.2'{ ft Ha�E SlZE CpFiY'FiACT� StrataSore C�1tOLf�{D W�'�►TER LEV�LS: F�4ETH�9 Cantinuous Flighf Auqer � I�IOTl,4LlY EI��OYJNTER�D 19A ft! Elev 514.2 ft LO�aGED 8Y DL CHECFCEQ BY LG � AFTER 15 IPAIN. 19.0 ft! �lev 514.2 it NOTES ivorthinq: 6977050.49 Eastinp_ 2345159.fi2 AFTER — AiTERBERG � d o z m�- •,� � � a LIMITS W = V �W d'^ I-� Q- Z 'N!3 mn H �~ Z,� a� a� u�m U jC�'1 O�zJ ~ v�, j� ar� � � Z c�i Hz o � � 0� � 4- O MATERIAL DESCRIPTIQN �� J a j Y`- a`- � �' � y � Q. va � j� �_ �� U�. a 4d a� �� mo � � �� a� pZ �� o u� � �z � Uz � � v� v � � �o �� z w u� �e a � o c� a g— z p a u. " �= CONCRETE - 7.5-inch concrete. 4-d:.�. CLAYEY SAN� (SC) - 6-inch lime treated hase. SAf�EDY LEAN CLAY {CL) - Very sGff to hard, ST 3.5 � 8 g,ray and brown, with gravel and calcareous nadules. ST ifi � ST 4.5+ 'f 1 43 14 29 58 ST 2.3 4 172 17 CLAYEY SAND (SC) - Braum, wilh gravel. S7' 6 10 M � a � - o - ca w � 3 a w 5� .6 920 8 Aa 13 27 2$ � a 15 � 0 a U F- � a � Y W W K � WEATI-IERED LIMESTONE - Tan and gray, witf� SS 5�I4" 28 Qclayey sand seams. LL � 2� J P O O � � � b 0 y � rc LIMESTQNE - Hard, g�ay. � 25 a Bottom of hde af 25.0 teet. C�fl(0.25") � 50 0.25" � r d U H Gorrandona and Associates �� {� ��i g�� „v� "'� 11710 North Freeway, Suite 706, Houston, TX 77086 �"� � 7524 Jack i�ewell B�vd. S., Fort Worth, TX 76918 PAGE 1 OF 1 � Telephone: HOU 281-469-3347; FW 817-495-1424 Fax: HOU 281-469-3594; FW 8'17-496-17fi8 CLAEhT Parsons Environment & fnfrastruckure PY%DJECT lW�4AAE Little Fassif Creeic Interceptar FiiO,lECT NL�IBER PARS'f301.40 Pe40JECT tO�ATiaiY Blue Mound HaRom Ci and �ort Worth Texas DATE STARTED 9l26113 COlIA�LETED 9126I13 Gf�Du�'� E�Vis►T��EiI 536.03 ft HQLE SIZE COAiTRACTQR SirafaBore GRQii�t� 16iPkTER LEI/ElS: ti'�EfH� Cantinuaus Fli ht Au r � I�I�TWLLY EN�OQJiVTERED 14.0 ft!�lev 522A ft LO�GED BY DL CHECI4ED BY LG � AFTER 15 IUpi�l. 14.0 ft! Ef�� 522.0 ft FFaT�S Northing= 6977'048.10, Easting: 2344656.94 AF'FER -- ATTERB�l2G � a o z m,f, •�, � � o LIMfTS � U �� >- mw a z -�f3 �Q �� i- ti.� �c9 �m a w� �Z� r N �� iw �� z p U �X po �� p MA7ERfAL DESCf21PTlON � g F �� J� 7 Y �� Q m � N � Q�n F �� W U � o a� d� mo � � E� o� pZ �� L1 m �ry �z � Uz a � V� Va � �o �� g� �z w v� [C a [a � a � ^ u��. 0 ��:�� CONCRETE-7.5-inchcancrete. - CLRYEY SANI] (SC) - 6-inch lime treated base. POORLY-GRADED GRAVEL WITH CI..AY ANb ST 4.5 9.0 99 2D ° SAND (GP-GC} - Broum. � 0 sr s 0 � ° ST 5 9 O ° &9-i D o ss (19) 7 SANDY LEAN CLAY (CL) - Firm to stiff, light brovm, with gravel. 5T 9.25 22 44 12 32 fi8 10 M � a � 0 � w � � a � - ST 7.5 2.7 ia 1i6 i6 F a i5 0 � � a � Y W W � U y 5T 21 y 0 LL ` 20 F WEATHERED LIMESTONE - Soft, tan and gray, C 24(6") o with shafey clay seams. 22 8" 0 P f0 � � 0. w LIMESTONE - Soft to hard, gray. � w a � 25 g Battom of hole at 25.0 feet. C 5U(0.75") � 50 0.5� �" a U F GorrondanaandAssaciates �� "�'� �1 i716 North Freeway, Suite 700, Mouston, TX 7706fl PAGE 1 OF 1 ... � 752A Jactc Newelf Blvd. S., Fort Worth, 7X 76i 18 Tdephone: HQU 281aJ69-3347; FW 897-49S-14Z4 F�e HOU 281-453-3594; FW 817-496-1768 CLIEPET Parsons En+rironment & Infrastructure PRaJECT t�At�1E Littf2 Fossil Creek Interce tor P�2WECT NU{PABER PAR51301.fl0 PROJECT I.O�AT[��f B'ue Mound Haltom C� and Fort Worth Te�s pATE STARTED 9125I13 C06dIPLETED 9125113 C�iO4h'+!� E1d�VAT[OiJ 648.93 tf HOLE SlZE COr�TT1'i/�CTQR StrataBore CRQi,�il� 4i�dTER LfVELS: k[ETIi�F] Corrtinuous Fliqht Auqer �lffl�4! LY EPiC�i�1TERE[) Nat Encountered LO�GED BY �L CHEClCE� 8Y LC AFTER 15 f�t�E. h'at Encountered NaTES IVorihin :6986974.54 Eastin : 233i094.77 AFTER --- ATfERBERG � a o Z �� •N � W o LIMITS w c� � [� } �n u� a � -� � �, Q � � � r _ = W a w� �~� a� �'t '� m~� �z U Z a 0.� C7 Wa0 ZJ �� m.. ca F-- O X �\ a O MATERIAL dESCRIPTIO�V � � � � � � � ¢ w � � :° Q rn � � Z a «r w � t= � �? � U � u.�•' �.� p_� � b� ppa7 Y� EC--- � c �� . F- �� fn� h-p ul � �ry �Z W UZ � � o � V � � �O �1 �� Z W � � a � � °� ❑ v Q' a ^ i.�. 0 SAf�lDY FAT CLAY (CM)1 FAT CiAY W ITH SAI�l� (CH) - �ark hrown, with ealcareous seams ST 22 _ and gravel. 5T 12 63 16 A7 � �T 25 S7 2'� ST 1.5 102 22 10 M � LEAN CLAY WITH SAND (CL) - Lighi brown and � gray, Shaley ST 2.9 90 198 16 44 15 29 73 � 15 . � � - a � w F WEATHEREQ LIMESTONE - Soft, gray and tan. 6 U ~ C 50(5"1 � 20 501" Y W U J � � Il W � C 5R(025 J 25 LIMESTQNE -Hard� 9raY• 5Q U25"�. � P m N K a W N W K � 3fl � Hotfom of hole at 30A feef. C 5�(0.25") � 50 0.5" a U H GarrondonaandAssociat�s �� '�� y 1171U Naih Freeway, Suiie 700, Houston, TX 77D64 pqGE 1 OF 1 � 7524 Jacic Newell Bl�d. S., Fort W�lh, TX 76118 TeEephone: FIOU 281-469-3347; FW 817-496-1424 Fa�c HOU 289-469-3594; FW 817-495-1768 CLfEEdT Parsons En+rironment 8� infrastructure PROJECT W/ilAE Littl� Fossi[ Cree�C Inferc:eptor PROJECT NIH�ABER PARSl301.Od P�tOJECT LO�ATICIF! ,€31ue Mound Haftom Citv and Fort Worth, Texas DATE STARTED 9I23113 COlYiPi.�T�d 9123113 Cs�2qLIF� E1EEV�iTGIIdJ 649.37 ft HS1�E SlZE C06a�FR�ACTOR Strata8ore GROtIt+� 1dVdTER LEId�LS: lt1EETH�a Cantinuous Fliqht Auc�er [�fITf4��LY E�l�04JFJTERE� P:ot Encountered LO�GED BY 17L CHECKED BY LG AFTER 15 AIi�L hflt Encauntered F�aTES Northin : 899A269.28, Eastin : 2326692.3'i A�TER -- ATTERBERG � W o Z N�^ •y � � o �I�I�S W U �a' >- nfW a Z NY? �o. �� z H,-, z[9 W� a �0 �Z� i--� ¢� �� '� m Z � �z � U x �o a x � O NfATERIAL dESCRfPT101V �� U �[3 ��¢ w� �� a� `� � a u� w � h� U W ti � �Y �� a� � �� mp� V~ p-� E� � n 7`- OZ �� W ° c� ¢� � �? o � ��, �a � �a �J gJ `�� r a o c� g — a LL 0.4 PaORLY-GRADED GRAVEL WITH CLAY (GP-GC) FILL - Dark brown. S� e�.5+ 14 ST 14 2•5 ST 14 49 14 35 2�4 � � � ST Q c� � 3 a � � � 0 a � ST 5 54 15 39 13 ; 5.a � � � U J o Botiom of hafe at 5.5 feet. LL W F J P O O C] � � Q �. � N � � � Q. � W r a U f _ I GorrondonaandAssociates �� i�i�� 1� �'' 1'{710 f�orth Freeway, Suite 70d, Houston, iX 77060 PAGE 1 OF 'f ��' 752a Jack �fewel[ Blvd. S., Fort Worth, TX 76118 Telephor�e: FiOU 281-469�347; FW &17-495-7424 F�c WOU 281-463-3594; FW 817-A96-1768 CLIIENT Parsons En+riranment & Infrasin.rcture PRUJEGT �AF�E LittEe Fossil Cree�c Interceptor P�40JECT NUIW�B�R PARS130i.00 PiiQJEGT �Q�AT�mN Blue Mound Haifom City and Fort Worth, Te�s pATE STARTED 9123113 COf�APC.ETED 9123113 GR�IPVD EV1E4fATl0�1 649.36 ft HO�E SlZE COr�ITRAGTQ�t StrataBore G�04lP7� iMATER LEVELS: F,+IETIi�a Continuous FEi ht Au r fl�iTl�►LLY Ei+iiCQYJNTERED f�ot Encountered LOGGED BY �L CHECI4ED BY LG AFTER 15 hiIGJ. Naf En[:o�ntered HOTES Norihinq:6994263.77 �asting:2326682.29 AFTER — ATfERBERG F- a o z m� -N � a LIMI7S � w u� ? ~ � � v �u�i �^ �� - Z �� r ��- � z._ I-� a� �� V 1L10 OZJ I- re �� m.�.+ �� Z U HZ � f") i( Da O MA7'ERIAL DESCRIPTtON � g �� J�¢ w.. � Q rn�� o. m w � F� U W v� w� � J a� � �� mp> �v �,. � � o N �_. N- �� m� �p u� o c� aZ iU U? a � cjv��i Ua � �O �� z w u� oC a ❑ c� a g— z a � 0.0 POORI.Y-GRADED GRAVEL WITH CLAY {GP GC) FlLL - DarK bro�m. ST 3� 2•5 ST 10 S� 16 43 14 29 s.a ST CLAYEY SAND (SC) - Stiff to very stiff, brown, M with �ra�el �nd caEcareous nadules. � ST 8 43 13 30 36 � 7.5 - � - 0 � ui � SS 8-'f 5-2'{ 8 �u ��) � a 0 � 10.0 :- � � � a � Y IAl W K U � - � N - O � � 12.5 � J O O P f0 - � 5T 2.0 2.4 1 D 118 13 4 a 0 N 95.0 � w 6otlom of hde at 15:0 feei. a rW- 3 a � � a � � GorrondonaandAssaciates ��[�� 2 �' 1171a NorEh Freeway, Suiie 700, iiouston, TX 77064 PAGE 1 QF 1 `!� � 7524 Jack ��wel� BNd. S., Fort Worth, 7X 76118 ' Telephone: HOU 289-469-3347; FW 817-496-1424 Fvc HQU 281�69-3594; FW 817-495-1768 CLIIENT Parsons Envirvnrnent & Infrastructure P�20JECT h"AkHAE Little Fossif Creek Interce�tor RitWECT Wllh+I�ER PARS130'i.dD PRUJECT LOCAT[�AE 81ue Mound FEaatam C�[y and Fnrt Worlh. Texas pATE ST�RTED 'f0118!'I3 COr�P�ETED 10/18/13 GRQYJiiIiJ EVIE4�IATUDEif 62525 ft TEST PiT SlZE EXCAVATlUAf CO�TRACTO� G&AI GRa�1FID V�/�TER LEVELS: EXCAVATt�{ METK�9 Exca�ator � E[Y�TEA! LY EN�OQJ�ETER�ED EXGAVATt� 14.4 ft 1 Elev 615.3 ft LOQ�GE€) BY JB CHECi4ED BY LG � AFTER 95 AlII�E. IXCAVAT60h' 10.a ft I F��v 615.3 ft FIDTES �lorlhin : 6990861.68 Easfin : 2329901.fi7 AFTEE't EXCd1AATtA��d — ATTERBERG � a n z m� -;� � � o LIMITS W w w � = v �w a}c^ �� Q- z �� r �� z� h� 2�+ [L �0 ��J F� Q�` p).t.� �C N �� Z U � a� a O MA'fERIAL dESCRIPTION �� v � a � a¢ w� �� Q rn�`s Z Q v�i w� r F� U W �� d'`-� C N �v h �W �~ �J Q� ~ 0� IT1O� Vy � � G1 O N �Z P2 �� fn � 2Z � UZ p F O.. U d � �O �J �J �Z il.F � � Q v� a❑ ca a ar � 0.0 SANDY LEAN CLAY (CL) FfLL - Dar[c txown. SlLTY SAND (5M) FIlI - Tan and gray. 20 2.5 FAT CLAY WiTH SAND (CN) FILL - Brown. 5.0 � GS a � 0 � � g 7.5 a w F H G a � a c� Y U '[0.6 _ � LEAN CLAY (CL} WITH GRAVEL FIL� - Brown. � 0 � � 38 14 24 � With perched vuater at 1 Q feet. J O Q Q N Badtom �i test pit at 12.0 fest. rc ¢ a � � W � � a � w F a U F Gorroralonaandf�ssociates ��'�� i �� 11790 North Freeway, 5uite 700, Housfan, 7X 77060 PAGE 9 aF 1 �� 7524 Jack I�ewe;p B�vd. S., Fort Worth, TX 76178 Tele�phone: HOU 2$1-4fi9-3347; FW 817-496-1424 Fax HOU 281-46�3594; FW 817-495-1766 CLi�NT Parsons Environment 8� Infraslructure PROJECT NAl4lE Little Fossil Cree:c lnterceptor P�OJECT WUIV!lBER PARS13a1.UU PROJECT LOCATt��I Bfue Mound, Haltom City amd Fort Worth, Texas DA€E START�D 9I30113 CO�PCETED 9130113 GROIl�JD EI�VATiOFF 628.77 ft �'�3T Pi1T SlZE EXCAVATHki� COrYfRAG70Gt G&Af GRQIIPID 1PI�F►TEF3 LEIAELS: EXCAVATf�F! FAETK�D Excavator INI�Til4LLY EPiC04ii�f�ItE#3 EXCAVATfay Not Encounfered LQ�GEd BY JB CFl�CKED BY l.G AFTER 15161�. IXCAVie►T«AI N�t Encountered NOTES Nor#hing= 8992542.53, Eastinq: 23292$5.78 AFTER IXC�1lATI�� --- ATT�RBERG i— a o z a�� y � W a LIMITS W = v �u�i �^ �-`�-� a z � ' � � r �F � z.-, �.-, Tc7 m a w� �z� H� a� �,� "e � z c� W � � p MATERIAL DESCRiP'TIdN a � F a � m O > `1 � � � � � a v�', � � � ~ � � N � � W � � p '�y ¢z W c�Z O d Cjul � � � �O �� Z W vs � a a❑ ca a � LL a.D SANDY LEAN Cl.AY (CL) FILL - Brown and gray, with cafcareous nodules and gravel. 2.5 �B M � � �42 18 24 52 h O (7 H d � W Fa- 4 O U F- 'a c� � w � U y LL 5.0 W Ba�tom af iest pit at 5.0 feet. � � 0 P O t9 � Q �. 0 � � � F � d � W F a U F GarrondonaandAssociates �� , 1'I71Q North Freeway, 5uite 7pp, Houston,'FX 77060 �� 7524 Jack Newell Blvd. S., Fort Worth, TX 76118 PAGE 1 qF 1 Telephane_ HOU 281-469�347; FW 817-456-1424 Fa�c HOU 281-469-3594; FW 817-496-1768 CLIIENT Parsons Environment 8� Infrastructure PRWECT NAIVAE Little Fassil Creek interoe tor P�40JECT FlUNABER PARS1301.00 PROJECT tO�ATt�N BSue Mound, Waltom Citv and Fort Worth, Texas pATE STARTED 9I30I13 CDAAF�LETED 9l3d/93 GROU�EU EI�VATiO� 641.29 ft TEST PPf SLZE EXCAVATiIIy CQNT�ACTOR G&A1 GRWND flVATER LEVELS: EXCAVATIOr� METF60�L1 E�:avafor INITtALLY @NC041P7'TEREL3 EXCAI!!4T[�I IVat �ncountered LOGGEQ BY JB CHECiCED BY LG AFTER 75 NiE�- IXGAVh1'FI01W hu4 Encauntered NOTES Northinq: 6593345.23, Easting: 2327&6D.02 AFTER EXCAVATI��V -- ATTERBERG �— a o z a� „= •�, t W e LIMITS W = V �w �^ H7 n- z '�� n H �~ Z.� F.�+ = C7 pp � W � � Z� H C Q� t'� N � Z C� � aa p MATERIAl. QESCRIP710N W g U > C7 �� Q w Y � N Q rn � Z° ~ u� a E- � U� V o p� [�'J �-� ~ �� mQ� v� p� E m a m � n pZ �� ❑ cn � �Z � UZ O � O.�-. U N � �L' O�J gJ �� W � a a �� a❑ U a �— Z 0.0 a `L SANDY FAT CLAY (CH) �ILL - Dark brown, with calcareous nodules a�c! gravel. 2.5 M 5•fl 56 19 37 56 � a F �$ O C7 � 3 � � � O a 7.5 � 'a c� Y W � J � Q LL � =' 10.0 o WEATHERED LIMESTONE - Tan ancf gray, with m weafhered limestone fragments and rubble �, encauntered. � d � Potentiafly represeri4s remnant limestane from N sides of epsiEng pipelin� e�avation. � Bottom of test pit at 71.5 feet. 3 a � w H a U F- Gorrondanaan�lAssocEaies ��y �u�� `* � 9171Q Narfh Freeway, Suite 7fl0, Houston, "�C 77a6D �� 7524 Jack �lawell Blvd. S., Fart Warth, 7X 76118 PAGE 1 OF 1 Telephons: HOU 281-469-3347; FW 8'[7-43S-i424 , Fax HOU 281-469-3594; FW 817-496-1768 CLIENT Parsons Environmeni & Infrastructure PROJECT WAAI�E Little Fossil Cree�c Intercepfar PRWECT NUI�IpBER PARS7301.00 P1i�JEC7 LO�AT��D�f 6l�e Mound FEaftom C' and Fori Worth Texas DATE STARTED 913U1'f3 CQIiAP�ETED 913Q/93 GRQ.UhIID EI: EVAT60A! 539.5fi ft TEST �Tf SI�E EXCAVAYIQy Ca�RACT�R G&AI GROUWD WATER LEV�LS: EXCAVATi�r�E �1�TH�DD F�acavatar � IPIRlALLY EHtCQ3JA1TERtD EXCAVAT[di6� 5.0 ft 1 Elev 634.6 ft LOGGED BY JB CH�C�(E� 8Y LG � QFTER 15 kii�D. EXCAIlAT�07J 5.D ft 1 Elev 634.6 ft �EOTES Narthinc�: 8993866.77 Eas6ng: 2327478.75 AFT�R �lCCAVATFD�t --- ATf�RBERG r d a z m,� ��, � W� LIMITS w ta �� >- mw a Z NY1 �n �� r�. zC9 wm � w� �z� h� ¢� a�rw '� ��= c�i �Z ❑ V p� o+K � O MATERIAL �ESCRIPT1dN Q j F � � m O � Y = O y � � � � _ � O z � � � � ~ � u� v C� QZ �v �� p �— Vu��i �d � �o �� g.�r �z w �j � 0. Q U � � 4� o.a SANDY LE4N CLAY (CL) FILL - Tari, brrnnm and gray, shaey. 2.5 `" (�,g 47 1& 31 54 � a � 0 c� �i 3 5.0 a. - � � r¢- 0 U F 'a � �f W K U 1 � O LL J � 7.5 J � Q O p� µ ��,�/ ♦p y � PVI��n � Lt�ll � �l [J.Q f .�il. � a 0 w N 7 � F-� a � � 0. U F- .: � B Project: LlttFe Fossil Creek Test DaSe: 1Q/12%Z013 Project humber; PAR1341A0 Report Date:� �� ClEent: �epo-rY Number: -- -- --- - - _ _ _ Proppsed Use: _ Pi e Bedtlin _ _ Material Preparaiion: �ry �� Rammer Type:___ __ MethBnfCdl __ Material Description: �Br41m/ Uark Brown w/gravel Source qf Material: On-SiEe Sample Lotatltin: Test Plt #3 Test Method: D698/E74318 � �01i1�9�G�I4t9 �C�O�L E- — — - ----- - � --- - � � I�I��F ci, ��rl�.�:� �o�ii��. � I �1x.0 - -- - - - - - _-- - — - - � i � � 1ID.D = i -- f �- - - r -- � ��. r� 'W _� I � �na y � - M ._ #. ... . loBAi ' - i 107•0 � 106.0 � F � i � �,.s.a . . . . I � �na.c 4 �4�3�� y 4.OS6 5.�lG ZO.VN 15.11K 2U.0� � M1�k: PNl-141•tr� w:. ?M ;}:, tiV{}]- i3Al L-0�. BhI-L-Qx _ _y�r Tzre I�umher: 43 �; t arcal! G —T �n�urt_F: 2Q.99 �htofTererndP �4.&5 MaYttLi'f. �e1ghYUfTar�; 0.38 � ivlaEsture: � Slatus: a+� 2U.27 16.82 1A.43 Z3.A5 A.41 � ^0.3� �-•- - -- --- - 6iqui� Lirr�i� t�P�p� I 42,50 � f 1 , n�.uo � y a �� : �s_s�r � i �ai.00 € - . _ _ _! __ W 1 V 0 —10 2Q ^^ . 3G 40 � Remarks �r��r��r �4�1't�{69�-1S�i}/Piasiicity+ Index �tS�l�ii4�� %Pauing PEn. 200 Sieve ___Tar_e Ne�mt�er 33 � pry 4vt-+ iarc Befaee wash S4U.�0 D WY.+TsreAfterWash 314.94 Tare Wei t 10�J5 % Passin MTf7f: LL-02, OV-02, BAL-L-02 I rrd�x Pl�si:ic !.i it _ --- --- — — - --- �'are Numher: 41 4Z �'ZTYi'� w•tr�,:��:� 6.56 6.54 WrfgM oFTzre end arywoE.-r�:l: 5.6A 5_62 Tare: 0.49 O.A9 PEastic LEmit � Opitmuno tSofsttafe Csnf�n QpSimU+n yVp q (}rnYlly n um,��n a �►�a,i� Avera�s ltq�el� I!m# Are ra�e 1' I�shl[ l�mlh rinurtt IndeK ---'�.. _.. . TechnlGan 7ime: 14:D0 AM-12:OU AM Sampie Numh�2r: 87 Run 8y: 5. EII's �ro�top �S'�IV�{89t�-��)/�lasfiictty Ir�de� A5�{�i�3�.� Projett: Llitle Foss€! Creek %st bate: 10/A�/2013 ProJect Number: PAR1�p1.0� Report Date: Client - — — - - Repnrt iVumber: -- - - Proposed Use: Pfpe.Bedding Material Preparation: �ty Rammer Type:� M1Nechanicai iNateria! Aescripilpn:^ Brown/ Dark Bsawn w/ graveE Source of MaYeri�l: On-Site Sample Location: Test Pit NA TestMethod: �598/i14318 C�mpacicion �fr�ark _. ___ --- --- - _ _ . ----.-- �dY�iSttlr�/ ��[��i'L*�' ��aiv� � io�.o F � _ __ __r , � , � � . , ia�.o . - . _ _ ;�m� � ` - � i ,�as.o � - _ _ __ _ _ � � � I 1 �^�-a µ ' � . � I t �� +03.0 � ._ . _ __. ; . � . ; , ;��.y _ _. _. _ � _ _� f yox.o ' � � � � . � aoa.o � � pA9G S,Os� lO.USG 15.Ok 20.D% 25.0% Mi€u, Ft�1•M•0' �ai, I�Fda}J� OV-Ol-1lAl-;.-03, 6+ti.k-L ��T. Ifldesc r.t.�eri, �. 36.51 7.8.b4 e aad dit �O.B9 12.11 f1^.tr�� if Tare: 0.4� k.4? i�i�stiare:� 8fo�rs:E �0 ib r��'aS��C �.�tsi�� 19 Tare F�umB�r: 4S 4fi " €�n en 1&.82 wnK:.�cr+rt: 6.55 6.GA Wciyht�Fa*ecn � ]1.II1 prytiastutal.. 5-55 5.56 {},4,3 T�r2: A.�E2 0.42�^ Pl�stic Umii 3� . ' Li�uid �,imii �r��F� -- R i � , SS.00 . � 57.50 e � 57.00 { 56.50 j 56.U0 f 55.50 ! 55.00 4 $,i.$� � ��1.�17 U 14 a0 3U 9� Remarks SSPassing No. 700 Sieve -- -- -- 7are.Number 36 Dry W#. } 7are asfare wash � 532,56 D 4Vt. + rar� AEier Wash 291.13 � Yare Wetghi 103.25i 5o Rassing � N17 E#: �w LL-02, OV-Q2, BAL-L-U2 0{rtitnam Mmistace Cantoni ppk'.��um 1N#tiqwoilly a��zi��n� a�„:u � Avarage I.fquid Limic A+rr r,��r P la si lc uroll lia�li�l�ln�cr Technicfan Tlrr�e: 9:dt1 APJI-11:00 Ah+l Sample iV�mber: 88 - - Run By: r S. �Ills � �rroctnr A57'i�(�9�-1��'j/Plasticitiv Ir��e�; A5�{4�431� ProJect: Uttle Fassil Creek Test Date: SO/12/2Q13 Projett Number. PAR13Q1.p0 Report bate: Client: Report Num6er: - _ _ -- - -- -- -- Prppnsed i15e: Pi�e Bedding Material Preparatiors: Or� Rammer 7ype: Mechani�al ltilaterial oescr3pYlan: 8ro+rdn/ park Brown w/ gravel Source of Materkal: Qrt-Site Sarnple Locadnn: Test Pit �5 Test Mefhocf: �b98/Dq318 � �ontpacfi�n �fF�rC f�iois�ue�j ��nsif�+C��rr�e� � 118:tl — - - . � 116.4 : _ � _ .� _ ? � i � .� J�- � ].14A - - , - -_ . ti : � 1!�_fl - w f � . : 110.D ; � � 108.0 � � 105.p � i 1M.0 � 102.0 � - O.U'fb 5.G9G #Q.4x 15.i:� 20.095 25.Q% IWITtiII: PIv1-,`,C•5"�Q�. PM�O�, QI+{Ai-Bi1L-L-03�Bf1t-L-G? Ir�d�X Tare Nam6er: 21 2A e to aceen - - � -- l.�.iter��l: 1�.6Z 18.9fi tiv�,coF.rorcx�ao 12.13 13.a1 n�.,�ur.i: WelghtofTare: U.A2 4.42 Molsture: Blows: an 2f Liquid Limit: E.iq��i�1 l.ir�iF �r��f� � -09.1f�7 -� 48.SD � 4�.� ` �l,SC � 0�',�0 � �G.50 " � 4 h.00 � �� 0 ],4 E------- - --- � ' �1 � � 1 \� � � r 2p — 30 40 I Remarks p �SfiC Ll�tit 71 TaraMumber: d5 46 - — c . �r ......�.�,.......�� J9.I.3 wet�ater�a�: 6.72 6.82 Wef�ht 7are:.^� � 13.Z5 ONMatedii: S•�J $.�'S ^ p.q� Tare: � �.�2 p.92 � Plastic Limi . '` .. 3�PauEng No. �00 Sieve — -TareNumber 14 �ry Wt + Tare @efore LVash 527.69 D Wt. � 7are After Wasfi 298.95 Tare Wel ht ib3.i9 %Passing -..- . MTE#: LL 02, OV-02, BAE.-i.-OZ r�nt� �fik;stura Cnnle•i o+rr�mum :f,�c� neiHup pattn,umai aea4ll -- �---•---�- ;� . lflreaa��rc Lf�Uid llm�t Alv��aae Plaitfc �ImLk �ixaSirk Inrlsa Technfcfan ilme: 12:�pAM- 2:Dp Pt�E Sample.Number; �9 --- - Run �y: 5. Eliis ��_ _...r._ .��.� _�...._ ,..._.._..—��__�._._____ �I��titi�e� It��1��t Yroject: _ Llttle Fossif Creek � Test Date: 1D/8/2o13 Project Number; PA�I3Q1.00 Report Qate: -- - — �iegort Nuinher. Ciient: Page Humher: Pro�oseci Use: h/A Materlal Preparation: Dry Rammer Type: N/A tifiaterial Description: Brown/ �ark Brown ur/ gravel Source of Material: On-Site Sample Location: Test Pit p5; 4'-5' Test Method: I}Q.318 Tare Num6er: 2z ;ht of Tare and W�t �'�aterlal: 1�.07 ht af Tare and p Mat�rial: 12.17 Weight pf 7�re: -�� t�.41 Moistare: ..�,....�....Y..�._,....,.^. Bls4�s: 2z Tare of Tare ar�d Testing Equi�ment Used _ - — --- -- 23 24 5,p�rimert Preparakian Mixi�g Water 19,6�{ 16.37 Wet X Dlstilled 1�.26F..�_. 11.12 _.. �, -T 7t Dry(Air} 7ap O.m1 p.4� � Dry(pven} pther �� 26 37 38 7.�A 7.73 6.18 6.61 �.40 � � �0.40 Piastic lJmfC � Mfech. Rollin� [Jeviee Li9uid l.imit t.�,�a4 lVlethanica( MT&E Used For Test; CL•Q2, �.AL-E-O�, t]!l-02 -- - rmPass[ng i�o. 2Ui) S€eve Aver�ge tlqui� Limii W Tare fJum'��r 11 Qr wt.�Tar�e,forewash 5�tG.is Awer��Pl9sriyLrrr�:1 Dry Wt. +i'are Aiter Wash ?_88.23 . . 3`are iAlef�ht za�.a� Pk�s��laiRy arr�ex � Pass[ng �d. ��. � Liq�id Lirr�it G��h sn:ao 50.20 50:00 49.80 49.60 49.40 � -09.2U 49A0 48.80 48.64 46:40 t�tQtquFrl Limit Graph Remarks Techniciao 7ime: 9:Q0 AM- 30:00 AM Sample Numkrer. 9D Run By: 5. Ellis � 22 25 28 Appendix D— Aerial Photographs — Not Included Appendix E- USGS Topographic Map � � � � � � � � � � � � � � eff � � ] �.�y l � T , � �.-�� '. '_ . i6�i� � Y � .._..T-� � � � 4—� � r`r^ --�'--.�--�---� ^ ..-__,�. �., _ _. v� � � �',� � � .�� v� � � � � � �,�.�'��+� � a� ��r.�i� �� :a, �'�� I . �•~' a� � � . .. 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N U 0.7 a--� � � 0 ri 0 M � N � d 0 z � U � .� � L d Appendix G - Geologic Information � � � � � � � � � x � � � G� ` � � � � � fY�AFd� �� ;'t � � � � �I � � � � � � � � �i � '��1 � � � �1 I�'� €�p,� } .� �� . � - { �. r� �� _�..� � n I�� i� �i•i i � � � � �.�±J � � � � � � � � �; �� R. �� ..�, J � , .�,� � � � � � ��a�� _ -�, � � � � S ',. �� lV 5.�� r �. I{ � � a � €� �. � � e� �IL I`��' r�� 4 i � � � �,gd � L � �14 + [�j N$�°'� � � y;� �- �. � � � I IFF' �' � .� L'M � I uu � � �S �fr�" �rt ,�y ;�_ � 4.t. ��l � � — 'r� I� ,}�� a � �� , �� s� - � — — �� JI ,} tr, �� IFiIQl�!C=F'4"-'.�l _ r. � � 4pt1h � � � y � 0 �w C6 V O � � � �� .� _ �. �� , o� �� oa �a �. �, U L a� +� � O � � 0 fYi � � � nQ.. 0 z � U N O d � I � -I �� sc��rrce J�r a ��rarr��rlp ��v�rr�ri _ = i - � - . - � - - Mineral F�eso�rce�- >�� iine SpaLia! Data > veolagy > t�y sta�:�� > Texas �Ilu�ita�t alluvium State T�xaS Name alluvium Geologic age phanerozoic � Cenozoic � Quaternary � Holocene Original map Ia6e1 Qa� comments alluvium and low terrace deposits along streams, sand, silt, c�ay, and gravel. Thickness variable. The unit appears on Geologic Map of Texas on the lagoon side of barrier islands where they represent lagoon and wind- tidal-flat sand and clay. These deposits o� clay artd silty, clayey fine to v. fine quartz sand and shell sand accumulate on alternately dry and flooded barren flats 0.3 m befow to 1 m above mean sea �evel. Mapped areas �nclude active eolian sand d�nes on the landward side of barrier islands. Primary rock type ��n� Secondary rock t�ype Sllt Other rock types rl �y �: �- �'lUd; gr3vel Lifhologic cortstituents M�]of llnconsolitfared > Coarse-detrital (Alluvial) Unconsolidared � Fine-detrital (Alluvial) Map references Bureau of Economic Geology, �992, Geologic Ma{� of Texas: University of Texas at Austin, Virgil E. Barnes, project supervisor, hlartmann, B.M. and Scranton, D.F., cartography, scale i:500,000 Unit references Bureau of Economic Geology, 1974, Austin Sheet, Geologic Atlas of Texas, University of Texas, Bureau of Econornic Geology, scale 1:250,000. Burea� of Econamic Geology, 1974, San Antonio Sheei, Gea[ogic Atlas of Texas, University of Texas, Bureau of Economic Geology, scale ].:250,000. Bureau of Economic Geology, 1976, Crystal City-Eagle Pass Sheet, Geologic Atlas of Texas, iJniversity of Texas, Bureau of Econortmic Geology, scale 1:250,000. ..........................................................................................................................................................................................................�---------................. Bureau of Economic Geology, 1972, Dalfas sheet, Geologic Atlas of Texas, Bureau of �conomic Geology, University af Texas at Austin, scale �.:250,040. ...........................................•----........................................................---------.................................................................................................................... Bureau of Economic Geology, 1967, Palestine 5�eet, Geologic Atlas of Texas, Bureau of Econamic Geo[ogy, University af Texas at Austin, scale 1:250,000. ..................................................................................................................�------------....................................-------........................................--�---............. Bureau of Econamic Geology, 1974, Seguin Sheet, Geologic Atlas of Texas, University of Texas, Bureau of Economic Geology, scale 1:250,OQ0. .........-�-� ...................................................................................�--...........................--��------------....................................................................................... Bureau of Economic Geology, 1958, Beaumont Sheet, Geologic Atlas of Texas, Bureau af Economic Geology, University af Texas at Austin, scale 1:250,000. .......... ....�------------...........................................-------------.......................................... --�--------------------................................................................................. Bureau of Economic Gealogy, 1975, Corpus Christi Sheet, Gealogic Atlas of Texas, 8ureau of �conomic Gealogy, Un�versity of Texas at Austin, scale 1:254,000. ........................ .....•--.......................................... ------------------.................................................... ---.................................---•----------------............................. Bureau of Economic Geology, 1975, Beeville-Bay City Sheet, Geologic Atlas of Texas, Bureau of Economic Geology, University of Texas at Austin, scaie 1:2SO,OQO. ....................................................... .............................................................................................................................................................................. Bureau oF Economic Geology, 197�+, Seguin Sheet, Geoiogic Atlas of Texas, University of Texas, Bureau of �conomic Geology, scale 1:25d,000. .............................................................................................. ....................................................................................................................................... Bureau of Economic Geology, 1982, Houston Sheet, Gea�ogic Atlas af Texas, Bureau of �conomic Geology, University of Texas at Austin, scale 1:250,000. Geographic caverage ;nderson - AndreY�s - Angelina - Aransa� - Archer - Arms«arti - Atascosa - Austin - Bastrop - Baylor - Bee - Bell - Bexar - Blancu - Borden - Bosque - Bowie - Brazafia - Brazos - Brewster - Briscoc: - Brooks - Brown - Burleson - Burnet - Caldwell - Calhoun - Calfaha�• - Cameron - Camp - Cass - Chambers - Cherokee - Childress - G:ay - Cake - Coleman - Collin - Collingsworth - Colorado - Comal - Comanche - Concho - Coake - Coryell - Cot�le - Crane - Crocicetc - Crosby - Culberson - DalEam - Dallas - Dawson - Deaf Smith - Uelta - Denton - DeWitt - Dickens - Dimmi� - Donley - Duval - Eastlancl - Eckar - Edwards - E11is - EI Paso - Erath - Falls - Fannin - Fayette - Fisher - Floyd - Foard - Fort Bend - Franklin - Freestone - Frio - Galveston - Garza - Giflespie - Glasscock - Goliad - Gonzales - Gray - Grayson - Gregg - Grimes - Guadalupe - Hale - Half - �iamilton - Hansford - Hardeman - Hardin - Harris - Harrison - Hartley - Haskell - Hays - Hemphill - Henderson - Hidalgo - Hill - Hood - Hopkins - Hquston - Noward - Hudspeth - Hunt - Hu�chinson - Irion - Jack - Jackson - 7asper - ]eff Davis - Jefferson - ]im Hogg - Jim Wells - ]ohnson - Jones - Karnes - Kaufman - Kendall - Keneciy� - Kent - Kerr - Kimble - Kir�g - Kinney - Kleberg - Knax - Lame� - Lampasas - � u - -� - La�aca - Lee - Leon - Liberty - �.imestor�r - Li�e Oak - L.P - � �ving - Lubbock - McCulloch - - � �n - McMullen - 1� � . - Marion - Martin - Masan - �i� � - Maveri�� - '9� �i - �lenard - MidEand - Milam - P - �heli - Monta� � � - ' � • y - Morris - Motley - NacQ� - ..., - Navarro - Ne►n+'c - ��'� � - ces - Oldham - Orange - '� � �into - Panola - '�- .. �r - F'� :- - r • - Patter - Presidio - Raio � - . �dail - R�a�an - t . River - Reeves - Refugia - Roberts - Robe - Rock;: __ - �els - Rusk - Sabine - San Augustine - San .,� • - �� . w�..cio - San Saba - Schfeicher - Scurry - Shacke - . �� - Sherman - Sr�it� - Somervell - Starr - Stephens - . �.. • ' >I - Stun�•n�a�� - Sutton - Tarrant - Taylor - Terrelf - Throckmor�r, - Tit�.�� - Y�� r� Green - Tra�is - Trinity - Tyler - Upshur - Uptorj - Uv� - � a� Verde - ?a�dt - Victaria - Walker - Waller - �-.a�d - Wa_ .. '_ �n - Web � - rton - Wheeler - Wichita - Wilbarger - Willacy - WilliamsQ - :orr - Winkler - Wise - Woad - Young - Zapata - Zavala Show this information as [XML] U � Ceprr� � t c. ` tfi� Interior J U.S. Geological Survey URL: I tri��: ,n•• � �at . ��gs.go�/geolagy/state/sgmc-unit.php?unit=TXQa1;0 Page Contact Inforr�-iation: Peter Schweitzer � � ', scre�rce �r � �h�rr�Frr� �►lc�rl�i - `--i - ! - �- � - Mineral Resources �� 3nline Spatia{ Data > Geology > by stat� > T�xas i�r�°�� po�it� Terrace deposits State � e�c.a�' Name Terrace deposits Geologic age phanerozoic � Cenozoic � Quaternary � Pleistocene Holocene Qriginal map 1a6e1 Qt Comments Sand, silt, clay, and gra�el in various proportions, with gravel more prodominent in older, higher terrace deposits. Locally ind�rrated with calcium carbonate (caliche) in terraces along streams. Afong Colorado River clasts mostfy limest., chert, quartz, and various igneous and metamorp�ic rocks from L.lano regio� and Edwards Plateau. Inciudes point bar, natural levee, s�ream channel deposits along val[ey wal�s; prabably in large pari correlatives of Deweyville, Beaumont, Lissie, and Willis deposits. Tn upland regions (Rolling Plains, Edwards Plateau, etc.) unit includes fluvial terrace deposits, undivided. Light-brown, reddish-brown, gray, or yellowish-brown, gravelly quartz and lithic sand and silt �o sandy gravel (Moore and Wermund, 1993). Deposits become increasingly fine grained on Coastal and Nueces Plains. Locally, calcium carbonate-cemented quartz sand, silt, clay, and gravel intermixed and interbedded. Low �erraces of major rivers are capped by 2-4 m of clayey sand and silt. Sandy gravel on higher terraces varies somewha� in composition from river to river. Gravel commonly is rounded to angular [imestone and ci�ert pebbles and cobbles, some boulders, sparse igneous pebbles along Brazos river in places. In Bastrop Co., a deposit 27 m above Colorado River contains the Lava Creek B(Pearlette O) volcanic ash (age 0.6 Ma). Along the Frio, L.eona, and Sabinal Rivers east of Uvalde, gravel is chieffy basalt and pyclastic clasts, locally cemen�ed by iro oxide. Gravel along the Rio Grande is subrounded clasts of locally derived limes�one and chert and rounded clasts o� basalt, vo[canic porphyry, quar�zite, milky quar�z, and bancfed chalcedany derived from the west. Primary rock type ;,-_r��Ce Secondary rock type Id Other rock t'ypes �, �v�1; .ilt; Clay �, mud Lithologic const�tuenfs Major U�consofidated > Fine-detrital > Silt (Bed) Unconsofidated > Coarse-detrital > Sand (Bed) Minor Unconsol�dated > Coarse-detrital > Gravel (Bed) Unconsolidated > Fine-cietrital > Clay (Bed) Map references Bureau of �conom�c Geology, 1992, Geologic Map of Texas: University of Texas a� Austin, Virgil E. Barnes, projec� super�isor, Hartmann, B.M. and Scran�or�, D.F., cartography, scale 1:500,000 Unitreferences Moore, D.W. and Wermund, E.G., Jr., 1993a, Quaternary geologic map of the Austin 4 x 6 degree quadrangle, United S�a�es: U.S. Geological Survey Miscellaneous Investigations Series Map I-1424 (NH-14}, scale 1:1,000,000. [ t�'/ puos.�r� ��sy�.�r�•�/��„-aF��n��1A20�N!-� •.4�i] Bureau of Economic Geology, 1975, Beeville-Bay City Sheet, Geologic Atlas of Texas, Bureau oF Economic Geo[ogy, University of Texas at Austin, scale 1:250,000. Bureau of Economic Geology, 1974, Seguin Sheet, Geofogic Atlas of Texas, University af Texas, Bureau of Eco�omic Geolagy, sca�e 1:250,000. Geographic coverage A�::�orsc:� - Anyelina - Archer - Armstrong - Atascosa - Aust'n - Bar�dera - Bastrvp - Baylor - Bee - Bell - Bexar - Bfanco - Border - 8osque - Bowie - Brazos - Brewster - Briscoe - Brown - Burleson - Burnet - Caldwell � Callahar� - Camp - Cass - Cherakee - Childi �ess - C�ay - Coke - CoEeman - Collir� - Collingsworth - Colorada - Comal - Comanche - Concho - Cooke - Coryell - CottLe - Crane - Crocke�t - Crc - ��allarr� - Dallas - delta - Denton - Del.°- �- C ickens - Dirr., - I'�onley - Duval - Eastland - �Ilis - Era� , i - � �ils - Fannir - Fay - risher - Foard - Franklin - Freestor�e - , - Garza - Gi!laspie - Glasscock - Gol�ad - Gonzal�s - Gray - Grayson - Gregg - Grimes - Guadalupe - a�� - Hamilton - Hansford - Hardema-� - Hardin - Harris - Harris•. - i �rtley - Haskell - Hays - Hem� � - Henderson - Hidalgo - H �� - �lood - Hopkins - Houston - Hunt - Hutchinson - Jacksan - �as�er - Jeff Davis - 7im Wells - 7ohnson - ]ones - Karnes - Kaufman - Kendall - Kent - K�rr - Kimble - Kinq - Kinney - Knox - Lamar - Lampasas - La Salle - La�aca - Lee - Le+�� - Limestone - Lipscomb - L^�� n�k - Llano - Loving - McCulloch - McLennan - McMullen - M�� - Marion - Mason - Maverick - Medina - Menard - Midlan I- m- Mills - Mitchell - Montague - Montc, . - Moare - Morris - Mc 1� . - ;:acagdoc - - '%��ar� �_{ - Newtr , - ��.r� - Oldham - Palo Pi - � anola - I' ....� - -f � - Polk - r': t - I��ins - Reagan - Re�. �• • �- Reeves - Refu�� - Roberts - t •� �son - Rockwall - Runnels - Rusk - Sabine - AugustinE - San 7acinta - San Patricio - San Saba - Schle�� - Scurry - Shackelford - Shelby - Smith - Somervell - Starr - Stephens - Stonewall - Tarrant - Taylor - Tr�� -' �M�rton - "! ,��t _ Tom Gree�� -''ravis - Trinity - Tyler - Upsl��: - de - Val Verde - Van Zan4' - oria - Waiker - Waller - - �hington - Webb - Wheele - .ita - Wilbarger - Williarr� - •m - Wise - Woad _ �,.. ,_# ;,-.+, - Za��!a Show this informa�ion as [XM� ] U.S. De��t�= ��t � E: , � L.:, Ge�.logica, 5urvey URL: nt�� ,'�� `� " �d/geology/state/sgmc-unit.php?unit=7XQt,0 Page Contact Information: Peter Schweitzer � - � s^�2r�c�' Jr�r � G�a�lnl� �rc�rld � - _ � - - j - - s � - Mmeral Res�urc.f �>�� iine Spatiak Data > Geaidgy >�y statF > i exa� ��°� 1�lo�°th Lir��ton� and C�u��s C�°��k �o�°m��lar�, urrdl�►i��cl' Fort Worth Limestone and Duck Creek Formation, undivided State T2h a� Name For� Worth Limestone and Duck Cree�< Formation, uncfivided Geolog�c a9e phanerozoic � Mesozoic � Cretaceous-Early Orrgrnal map 1a6e1 �fd comm�nrs Fort Worth Limestone, limestone and clay. Ls aphanitic to biosparite, burrowed; marine megafossils are Pecten, oysters, echinoids, and ammonites. Clay, calcareous, in units 0.1-5 ft thick, forms low rolling hil[s. Thickness 25- 35 ft. Duck Creek Ls., limestone and marl. Is med. bedded, nodular to wavy �edded; �hickness 25-30 ft. Primary rock type �imestone Secorrdary rock t'ype mudstone Otherrock types ��y or I'1'll�d Lithologfc constituents Majar Sedimentary > Carbonate > �irr�estone (Bed) Minor Unconsolidated > Fine-detrital > Clay (Bed) Unconsolidated > Marl (Bed) Map references Bureau of Economic Geology, 1992, Geologic Map of Texas: University of Texas at Austin, Virgil E. Barnes, project supervisor, Nartmann, B,M. and Scranton, D.F., cartography, scale 1:500,000 Unit references Bureau af Economic Geology, 1972, Dallas sheet, GeoEogic Atlas of Texas, Bureau af Economic Geology, University of Texas at Austin, scale 1:250,000. Bureau of Economic Gealogy, 1970, Waco Sheet, Geologic Atlas of Texas, University of 7exas, Bureau af Economic Geology, scale 1:250,0�0. Geographic coverage Cooke - Denton - Grayson - Montague - Tarra�c - W;se Show this information as [XML] � < 1 - - � - - - � j U.S. �ealoglcal Survey URL: eology/state/sgmc-unit.php?unit=TXKfd;O Page Contact Infarmation: �:_�r Schweitzer � � _ � scl�n�e Jr�r �t ch�r��ir�� +•nrl�1 �__� _ � - _ -� �- Minerai �esource� > ��nline Spatiai Data > �eo�ogy > L�y statE.: > � axas �av��► For�mation, 11Veno �ir��st�n�, and ��nton �lay, undi��t� Pawpaw Formation, Weno Limestone, and Denton Clay, undivided State T��ag Name Pawpaw Formation, Weno Limestone, and Denton Clay, undivided Geologic age phanerozoic � Mesozoic � Cretaceous-Early Original map Iabel Kpd Comrnenrs p��paw--calcareous marl, near middle soft ledge- forming limestone bed, unit as a whole recessive; thic�ness as much as 10 ft, thir[s southward. Wena Limestone, some very thin marl interbeds, thin to medium beddec�, white to grayish yellow, basal 2-4- ft- thick resistant ledge forms u�lands; thickness 6-45 f�, Denton clay alternating clay, marl, and limestone. Thickness 6-25 ft thins southward. Prrmary rock type rpUdstOne Secorrdary rack fype limestone Other rock types ��y or mud Cithologrc constituents M�jor Sedimentary > Clastic > Mudstone > Claystone (eed� Minor Sedimentary > Carbonate > Marlstone (Bed) Sedimentary > Carbonate > Limestone (Bed) Map references Bureau of Economic Geology, 1992, Geologic Map of Texas: Uni�ersity of Texas at Austin, Virgil E. Barnes, project supervisor, Hartmar�n, B.M. and Scranton, D.F., cartography, scale 1:500,000 Unit refererrces Sureau of Economic Geology, 1972, Dallas si�eet, Geologic Atlas of Texas, gureau of �conomic GeoEogy, University of Texas at Austin, scale 1:250,000. Geographic coverage �ci�ke - o�n�on - Grayson - Tarrant Show this information as [�''��-] 1.� I - - - „ � •..' � (��_.��a� '- -��f-- URL: ,��/geology/state/sgmc-unit.php?unit=TXKpd;[! Page Contact Information: Peter Schweitzer Appendix H- Unified Soil Classification System a��B��t ��11� �l,A��l�I�$��i'� �1(��f8 ! A4.�+b�AA�'t15�� l�.�'��i�lf�l4iif71W Ci�it'��.Ilk �� {�'r a'�35.�"�"s 4- {.'� = t�.�.:44rC. - 7 e"' : �"�y� .__ 4�I+I '�Itdx� C-s� �J[dFAei.slS�ga� gCLCLaSCrr3feCpJrii7lst'l:3�arC'.ti�+ �d �`^s�f,�n!-aF; #�.�N`t�" i'€f41S17 �'! er-:'rY, A i'��'Sa-'�'Y,`i 9L'Y[�.':`!}y.�kIG:1F�V7.r"1 - 4;nd i � iz�sd�E��►� c��.�t5 �,-, R;r�r�i-iPc:.zat�ere, u;� r_�x��r��eEma'�:;.��E.�s ltiss�:,�r i 1. �aE-�^ �>.+� � C� �� -��ei3��-��;'�t s ��' f.%'�c:3, 1 L�C3 �4V U1�� i�K�b7 � Ndrn�ii�a.g;��da�sri��7.�rw�ier.7M1�or�;5E1! � fi��adr��g i-,r, aao:s,. 'A' t.x�c� ;'cr..� ian+cs^ls9dsana i��'�?'tF-�,z�-rs� �i�i+'. t�c:r.��:a�3d7ar� � A��r�,• ra i:his at�¢la h G c�i e�-s�kt �ar.z:� atr� sa��swt.. Pi.g.-�r,r �_n�3 �` []C'Yi1��a1�==c-2-�e;zO'4-3ds'e3�pw��.'�f'�`,��,�.l�t+�°;�tiv5kk. D[�7de'�j ae p="rc+:,•�^ �' Y..-� {•,y�� Ls� E�.a- tia.� ��xo s�,�. act:3r�.E`v.�f�'� a.c-,.c�..4�:�3la�;aux tf• :3�+-'? � , �r �-'.i.;_'C - • - --- - -- - -- - b°Yd. S�4 rs+il Sh� --_.""""'^"--- @;83:'a-,7, i: �,�f =• ,.--•- """"tl&'! d�C,S�ti.SR; ------- -••--•- --- �de 9,' �- *�-[ -"""......---- 8tb5�r�^.:i�c7 st�9(lc r•_�.t'�i'�c�i:l i'�f�t�0� ��la�.�� i��/M�.� � � � � }j �� F1 � � � � � FU 'C�fi�l4� ��Ri3it+f� �C�L�tiWS1sTEF1�1�' ��r:e G:aj� S�si�1s �� Grs.n� �t� PeF�t�a��1er Pene'ir�a�t R�i�isns� D�scrit��n R�sii�t dtstl , E�il � Q��ri�r� Re:��ae a�rr� Sa�4k �.J �a 1.D 0 b� � ire�3* C�o-sa� U 1� :�°h ��, f_L� ir,s 9_� 4 bd 1u l.oa� �]tD��E �fii �.� ��.0 t#� i� 3D t�ri�tlium E�en� $� :o- 7C�G ��,�+ �`ati3i 3.� �7 4, € 3�'#:x'�f ��s� �:0 9Q96 F+:�rri �.5* 4u�; 51} V�ry;frn�� itto '�iC9�6 �SSliQitillil pLW f%�1 G��4o0� �J�d�e�°g�°o�nd �'ac�li�Iles 'I'�IIS �P��E ��E]�T �I�T]Ei�T'�'�OI�dAI��Y �ILA�T� CITY OF FORT WORTI� LITTLE POSSIL CREEK INTERCEPTOR (M-292) STANDARll CONSTRUCTION SPECIPICATION DOCUM�,NTS C1TY PRQ.TECT NO. 01960 Revised July 1, 20! 1 G��a06 H[aza�-�lau�� lE�v�ron�en�al Condy��a� a$ S��e 7CI-��S P.A�]E �.�1�'7�` Il�T�'�1�T'I'�Ol�TA]L]C�� ]��AI�T� CiTY UF FORT WORTH LITTLE FOSSIL CREEK [NTrRCEPTOR (M-292) STANDARD CONSTRUCTION SPECIFICATIOIV DOCUMENTS CITY PRQJECT NO. 01460 Rcvised July 1, 2011 �C-�o�6o1D l�[Il�orIlty a�d ��e� O�ne�l �u��e�s E��e�°��°i�e �o�m��a�ce 7�YII�[S 1PA�lE ][�EFT Y�7�]El�Tri'IOl�TAI�I�� ILAI�T� CITY OF PORT WORTF� LITT�,E �OS51L CREEK INTERC]?PTOR (M-292} STANDARD CONSTRUCTION SPECIC'ICATION DOCUM�NTS C1TY PRO]FGT NO.O] 960 Reviscd July 1, 2011 �C�6.�7 `V�a�e l�a�es TI��S PAG� I�EF�' �I�1�El�T'I'IO�AI��L�' ��1'�I� CITY OP FOItT WORTIi LITTLE FOSSIL CREEK INTERCEPTOR (M-292) STANDARD CONSTRUCT103V SPIsCIF1CAT10N llOCUM�.NTS CITY PROJ�:CT NO. 019G0 Reviscd July 1, 2011 "General Decision Number: TXZ0200�26 Q3/I3/2020 Superseded General Decision Number: TX2019002b State: Texas Construction Type: Neavy Counties: JoHnson, Parker and Tarrant Counties in Texas. Heavy Consfiruction Projects (Including Water and Sewer Lines) Note: Under Executive Order (EO) 13658, an haurly minimum wage of $].0.8Q for calendar year 2a2Q applies to all contracts subject to the Davis-Bacon Act %r which the contract is awarded {and any solicitation was issued} on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.80 per hour (or the applicable wage rate listed on this wage determination, if it is k�igher) for all hours spent performing on the contract in calendar year 2020. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the coniractor musfi pay workers in that classification at least the wage rate determined through the confortnance process set for�h in 29 CFR 5.5(a)(1)(ii) (or the EO minirnum wage rate,if it is higher than the conforined wage rate). The EO minimurn wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does nat apply to contracts subject only to fihe DaVis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a){2)-(60}. Addi�ional information on contractor requirements and worker protections under the E� is available at www.dol.gov/wlid/govcontracts. Modification Number Publication Date 0 a 1/03/2020 1 �3/} 3/2020 * PLUM0146-002 11/01/2019 Rates Fringes PLUMBER/PIPEFITTER ...............$ 32.53 9.50 ----------------------------------------------------- SUTX 1990-041 06/01/1990 Rates Fringes f1eJ//fsl/datalPROJ�CT/1177-LiideFossilCreeksewer-Parsons-COPW/Data%20Collcction/202D0814%20Tx%20Wage%20Raies/1ac26.tst[8/17/2020 1:19:55 �M] CARPENTER... Concrete Finisher ELECTRICTAN.... Forrr� Setter... Laborers: Cornmo�i....... Utiiity........... PAINTER. Pipelayer ..............� i a.4o �3.�4 ,...........$ 9.81 ...............$ 13.26 ........$ 7.86 .........$ 7.25 ,...$ 8.09 ..........$ i 0.89 ......$ 8.43 Pawer equipment operators: Backhoe .....................$ 11.89 Bulldozer ...................� 10.76 Crane .......................$ 13.16 Front End Loader............$ 10.54 Mechanic ....................$ 1Q.93 Scraper .....................$ l0.aa Reinforcing Steel Setter TRUCK DRIVER..... .$ l p.64 ....$ 7.34 3.30 3.30 WELDER� - Receive rate prescribed for craft performing operation to which welc�ing is incidenta�. Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts s�bject to the Da�is-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 20I7. If this contract is covered by the EO, the contractor must provide employees wi#h 1 hour of paid sick leave for e�ery 30 hours they work, up to 56 hours of paid sick leave each year. Employees must be permitt�d tio use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family �nember {or person who is like fami�y to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reaso�s resulting from, or to assist a family member {or person who is like family to the employee) who is a victim of, domestic violence, sexual assauLt, or stalking. Additional infor�nation on contractor requirements and worfcer protections under th� EO is available at www.dol.gov/whd/govcontracts. Unlisted classifications needed for work nat included within the scope of the classi�cations listed may be added after file:/llfsllcEata/PROJECT/l 177-LittleFossilCreekSewer-Parsons-COFWIData%20Collection/20200$14%20Tx%20Wage%20Rates/tac26.txt[8/17/2020 I:19:55 PM] award only as provided in the la.bar standacds contract clauses (29CPR 5.5 (a) {1) (ii)}. ---------------------------------------------------------------- The body af eac11 wage determination lists the classification and wage rates that have been faund to be prevailing for the cited type(s) of construction in tl�e area covered by th� wage determination. The classificatior�s are listed in alphabetica! order of'"'identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a unia3 a�erage rate (weighted union average rate}. Union Rate Identifiers A four letter classification abbreviation identifier enclos�d in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classiiication and rate were prevaiting for that c�assification in the survey. Example: PLUMOI 98-045 07/01/2014. PLUM is an abbreviation identi�er of the union which prevailed in the survey for this classification, which in this example would be Plumbers. Ol 98 indicaies the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is ai� internal number used in �rocessing the wage deiermination. 07/ai/2014 is the effective date of the most current negotiated rate, which in this example is July l, 201 �. Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement {CBA) governing this ciassification and rate. Sur`+ey Rate Identi6ers Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the publish�d rate is derived by computing a weighted average rate based on all the rates reporked in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may inclUde both union and non-union rates. Example: SULA2012-007 5/13/2Ui4. SU indicates the rates are survey rates based on a weigl�ted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier. Survey wage rates are nat updated and remain in effect until a f le:/l!i's l Idata/PROdECTI l 177-LitticFossi lCreekSewer-Parsons-COF W/D 1ta%20Co1 Eectionl20200814%20Tx%20 Wagc%20Ratcs/tx26.txt[$/1712020 1: I 9:551'M] new survey is conducted. Union Average Rate Identifiers Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-OOIfl 08/29/2014. UAVG indicates that the rate is a weighted union average �'ate. OH indicates the state. The next number, OOIa in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier. A UAVG rate will be updated once a year, usually in January af each year, to reflect a weighted average of the current negotiated/CBA rate of ihe union locals from which the rate is based. ------------------------- WAGE DETERMINATION APPEALS PROCESS 1.} Has there been an initial decision in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determinaiion matter * a conforrnance (additional eIassification and rate) ruling On survey related matters, initial contact, including requests for sumi�naries of surveys, sl�ould be with the Wage and Ho�ar Regional Office for the area in which the survey was conducted because those Regional Of�ces have respansi6ility for the Davis-Bacon survey program. If the response from this initial contact is not satisFactory, then the process described in 2.} and 3.} should be followed. With regard to any other matter not yet rfpe for the formal process described here, initial coniact should be with the Branch of Constructian Wage Determinations. Write to: Branch of Canstruction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2.) �f the answer to the questian in 1.) is yes, then an interested party (those affected by the action) can request fi]e:/Nfsl/data/PROJP;CT/1177-LiiileFossilCreekScwer-Parsons-COPW/Data%20Collection120200814%20'1'x%20Wage°/a2QRates/�26.txt[8/17/2020 1:19:55 PM] review and reconsideraiion from the Wage and Hour Administrator (See 29 CFR Pa�� ].8 and 29 CFR Paz-t 7). Write to: Wage and Hour Administratoc U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accornpanied by a full statement of the interested party`s position and by any information {wage payrnent data, project description, area practice inaterial, etc.) that the requestor considers relevant to the issue. 3.) If the decision af the Adminisirator is r�ot favorable, an interested party may appeal di�ectly to the Administrative Review Board (formerly fil�e Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Vilashington, DC 20210 4.) All decisioi�s by the Administrative Review Board are �nat. END OF GENERAL DECISION" fileJNfsl/data/i'ROJ�CT/1177-LittleFossilCreekScwer-Parsons-COPW/Data%20Collection/20200814%20Tx%20Wa�e%20Rales/tx26.txc�8/17/2020 1:19:55 PMJ ��.09 Pe�r.�its and �J�Il�Ilt�es 7['�[�S �PAGE l��E�'T �I�T�'�E�T�'��ALLY �LA�TI[� CITY OP FORT WORTH L1TTL�, HOSSIL CfL�EK INT�RCEl'T'OR (M-292) STANDARD CONSTRUCTION SP�CIFICATION DOCUME3�lTS CITY PROJECT NO. 01960 Revised July 1, 2011 �C��o�� I�T�n��sc�-��i�atior� '�`Y��S �PA�� L]EI�T I�T7['�EI�TT�O�T�lL]C��' ��Al`TTh� CITY OF FORT WORTH LITTLE FOSSIG CRT•,GK INTERCEPTOR (M-292) STA]+1DARD CONSTRUCTION 5PEC1F'ICATTON DQCUMENTS CITY PROJECT NO. 01960 Revised July 1, 20E i Gl�-��1 �� 0 P�ada��t l�eq�ui�°e�em�s ��I][S PA�]E LIEIE'T I�T7�El�'�'�Ol\IAL�� L�I�TK CITY Oi� PORT WOKTH LITTLE FOSSIL CRGI'iC I3�lTERCEPTOR (M-242) S7ANDARD CONSTRLICTION SP�CIFICATION DOCUMENTS CITY PROJECT NO. 01960 Revised hily 1, 2011