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Home My WebLink AboutContract 55380�'��'�� :�� O �,�, , . .,.�. � �j � �i v � �r.s :�• d `a�a}. �_.d ._. E! _� ....,-,:.�.�., ��1�iTRACT FOR THE COl�TSTRUCTI�l�T OF E. NORTHSIDE DRIVE & COLD SPRINGS ROAD ROUNDABOUT City Pro,ject No. 1O1584 �-.�°. {:f.�� ,ti : � '' - � :_ •��`� Betsy Price David Cooke Mayor City Manager Chris Harder Director, Water Department VLIilliam Johnson Director, Transportation and Public Works De�artment Prepared for The C'ity of For� Worth Transpartation and Public Works 2Q20 JT Engineering, Inc. 6325 Odana Road Madison, Wisconsin 53719 TBPELS ENGIrdEERING FIRM #18539 � �� `� .� �� k� p�� a,,. �w�•.-i',�' �� :: ,�' � .t 4 . �.: � .. . . ... ... .. .... .. :. .. � J��I��,�!� ,�. �1111"til�'�� . � ..,... .. ........ .. .... .... .. � � � ��5� ,��i �� '��`�J��-�`'�� +�j ��' .,, ' .. � �* .��'.rr�K7t�G� �-�r� � 9/� 1/2020 �R. � ,�r� � � �� r_ �i +f ,�, � {� � ct � F ��S�I�^� .�. Ha1ff Assaciates, Inc. 4000 Fossil Creek Boulevard Fort Worth, Texas 76137 TBPELS ENGINEERING FIRM #312 � - ��v ��i � ;........ �F,� � �� . y ,� � •�:�s � �*%� f�� ♦si��r��o�a��wai�u DAVID M. SMiTH .......................... �. 102401 ; ' ` ��, �� '��i� .yrr�Fr�va�Rr : �d � - — 1� � si� �i2o2a � L '' w ��.1�' �� _ �. �� o� �o�t tll�ort� � Standard Constructior� Specifica�ion Documents Adopted September 2011 ao oa o0 STAI�DARD CONS'IRUCTION SPECIPICATION DOGIJMEN"1'S ��rr�� OQ �� TABLE OF CONTENTS Division 00 - General Conditions Yage l of 9 Last Revised 00 OS i a Ma or and Council Communication fl7/01/2011 000515 Addenda 07/fl1/2a11 00 11 13 Invitation to Bidders 03/09/2020 00 21 13 Instructions to Bidders 03/09/2020 00 31 15 En ineer Pro�ect Schedule 07/20/2018 �0 32 15 Construction Pro'ect Schedule 07/20/201 S 00 35 l3 Conflict of Interest Statement 02/24/2020 d0 4i 00 Bid Form 03/Q9/2020 00 42 43 Pro osal Form Unit Price 01/20/2012 00 43 13 Bid Bond 49/11/2017 00 43 37 Vendor Com liance to State Lar�v Nonresident Bidder fl6/27/2011 00 45 11 Bidders Pre uaGfications 07/01/2D11 00 �45 12 Pre ualification Statement 07/01/2011 00 45 13 Bidder Pre ualificatio� A lication 03/09/2020 00 45 26 Contractar Cotn liance with Workers' Com ensation Law 07/01/2011 00 45 40 Minori Business Enter rise Goal 06/09/2015 nn� n� �n�� UO 52 43 A reement 09/06/203 9 a� 61 f3 Performance Bond 07/Q1/2011 00 61 14 Pa ment Bond 07/all2011 00 61 19 Maintenance Bond 07/01/2011 00 b 1 25 Certi�cate of Insurance 07/01/2011 00 72 40 General Conditions 03/09/2020 00 73 00 Su le�nentar Conditians 03/09/2020 Division �1- GeneraC Re uirements Last Re�ised al 11 00 Summa oi Work 12/2Q/2012 01 25 00 Substitution Pracedures 0'�/01/2011 O1 31 19 Preconstruction Meetin 08/17/2012 Ol 31 20 Prn'ect Meetin s 07/01/2011 n �va�c��v �-�- 0 Z 32 33 Preconstruction Video 07/01/20l 1 01 33 00 Subm�ttals 12/20/2U12 O1 35 13 S ecial Fro'ect Procedures 12/20/2012 pl 45 23 Testin and Ins ection Services Q3/09/202Q a1 5d 00 Tem orax Facilities and Controls �7/01/2Q11 01 55 26 Street Use Perrrzit and Modifications tv Traffic Control 07/Q1/2011 01 57 13 Storm Water Pollution Prevention Flan 07/0112011 01 58 13 Tern orar Pra'ect Si na e 07101/20l l O1 60 00 Product Re uirerrzents 03/09/2020 O] 66 00 Product Stora e and Handlin Re uirements 07/01120� 1� Q1 70 fl0 Mobilization and Remobilization i 1/22/2016 Qi 71 23 Construction Stakin and Surve 02/14/2018 C1TY Or FORT WORTH F... NORTiiSIDE DRIVE & COLD Sf'RIIVGS ROAD ROUNDABOUT 5"�'ANDARD CONSTRUCTION SPECIFICATION DOCUM�N'1'S 101584 Ravised March 9, 2020 oa ao 00 57'ANDARB CONSTRUC'1'lON SPECIF�CATIOI� llOCUMENTS Page 2 of 9 O 1 74 23 Cleanin 071Q 1/2011 Ol 77 19 Closeouti Re uirements 07/01/2011 01 78 23 Q eration and Maintenance Data 12/20/2a12 01 78 39 Pro'ect Record Documents 07/01/2011 Technical Specifications which have been nn�odified by the Engineer speci�cally for this Project; hard copies are included in the Project's Contract Docaments Division 03 - Concrete Division �6 - Electrical Division 31 - Earthwork Da�e . ,. �� ' -� , .. .� _.. �. �-•- .....,- CI"fY OF FORT WDRTII E. NOA'CHSIDE DRIVF. & COLb SPRINGS ROAD AOUIdDABOUT STANDARD CONSTR[JCTION SPECEI�ICATION DQCUMEN'1'S 101584 Reviscd March 9, 2020 00 00 00 STAt�lDARD CONS"1'KUCTION SPF,CIRICATIOiV DOCUMGI�TS Page 3 af 9 1 1 1 � ! ��,R�,.6�;s:S�:;�: mi�� '�. i�w�.1 : .. ' � ' /"�i'�ii�iTif-��:��ii� i � i � ' - �- 'e�si: - -i.�erin.. i� - . �.i �r..�a. w i.� i n� � 1 '• 1�4IYII�s��l� , 1 1 a � • _ �an a'�lY!f�l�l � I / � , �� Dl��• � I � ��1`1•• � ; s _ � � �_ • � �� • ` �� _', •__ • [1a J I � � � j � � � � I � � 1 � � � � � � � � �r� C 'i� � l 1 l � � � � ur,.t,. c„ 1 „b. +,. 'f „L. D,,.,:1:,.«.r Q.,..r-..,1 l�..�o �T.,i..e CITY OF CORT WORTH E. NORTHSIDE DRIVE & COLI7 SPRINGS ROAD RO[JNDABOUT STAi�iDARD CONSTRUC`I'lON SPECIFICATION DOCUMGNTS 101584 Reviscd March 9, 2020 00 0o aa 5'I'ANDARD CONSTRUC"1'lON SPECIFiCAT10N DOCIJMENTS Page 4 of 9 �� .� � � � 0 � rr� ��rs��.i�i �� _ � i •� � L%� : :: . � � . � � I � a �� i �r '�: � , . ,..�,..�..: � . �.�� _ ��.��..�� iRir��,...:.... � � _ _ � � � �■ �fiyyYn � � � Technical Specifications [isted below are included for this Project by reference and can be viewed/downloaded from the City's we6site at: h tt� :ll fortwo rthte�s. gov/tpw/contractors/ CiTY OF FOR7' WC}RTH L. NORTHSiDE DRIVE & COLD SPRINGS ROAD ROUNDABOI]T S'I'AN�ARD CONSTRi1C1'ION SPEL'�F'�Ct1TION ➢OCUMENTS 1D1584 Revised March 9, 2020 ao 00 00 STANDARD CONSTRUCTION SPECIPICATIOND�C[1M�NTS or htt s:lla s.fartworthtexas. av/Pra'ectResources/ Division 0� - Existin Conditions 02 41 13 Selective Site Demolition 02 41 14 Utili Removal/Abandonment 02 41 15 Pavin� Removal Divici�n 03 - Concrete Division 26 - Electrical nivicinn il - Farthwnrk Yage 5 of 9 Last Revised 12/20/2012 12/20/2012 02/02/2016 31 lfl 00 Site Clearin 12/20/2012 31 23 l6 Unclassified Excavation 01/28/20] 3 31 23 23 Borrow 01/28/2013 3 i 24 00 Embankments 01/28/2013 31 2S 00 Erosion and Sediment Control 12/20/2012 �'� � �3l39139�3 �'� �9a-3 CITY OF FpRT WOR`I'Ii E. NORTHSIiJE DRIVE & COLDSPRINGS ROAD ROUNDABOUT S'L'ANDARD CONSTRUCTION SPECIFICATION DOCUMEI�TS IOL584 Revised March 9, 2020 Division 33 - Utilities 3 �-9� �B �,e�e�� 3�--�-�� '2 2� �� e It��7�f �� i�. T�iii � i � - � 1� �I . �. . of Water Mains ti �t Trenc Excavation, Embedment, and Backfill �3-9�-� 33 OS 13 Frame, Cover and Grade R�ngs — Cast Iran 33 OS 13. l 0 Frame, Cover and Grade Rin s— Corn osite 33 OS l4 Adjusting Manhol�s, inlets, Valve Boxes, and �ther Struciures to Grade 3-3-9§-�H c�a„a�o ■aT.,�e,. ��,.,.,,... �� 3-9�-�$ �-� T,,.,...,�1 i : .. �l,.r,. �' �^� � �� 3J--�--�--�J--�� 33 11 OS golts, Nuts, and Gaskets �� 33 11 11 Duciile lron Fittin s 33 11 i2 Pol vin 1 Chloride PVC Pressure Pi e �-�1--E� > > �4 33 12 10 Water Ser�ices 1-inch to 2-inch �-ts-rr 33 12 20 Resilient Seated Gate Valve �'� 33 ] 2 25 Conz�eciion to Exisiin Water Mains �� 33 12 40 Fire H drants �-3-�-� 59 �--1-� � r....,.,� • ni.,,,,, n;�„ irron� ccirca-iirr-ra c o-r-�rrcz�,rr�--r �7 � A � � - -� -� - - -� -� - ��m��n� � 02/06/2013 �� i 2/l 2/2016 i�/�� 01/22/2016 01/22/2016 12/20/2012 �-� t�»�i � � ��-.-�9 � � _ � � F- � �- �� 1 '7/�_�� 1 212 0120 1 2 12/20/2012 l 1/16/2418 �-� 02114120] 7 � 1 212 0/20 1 2 �� 02/06/2013 01/03/2014 �� n� �i�°��„�r3 CITY QF FOR'1' WORTH E.1�lORTHSIDE DRtVL & CnLD SPRINGS ROAD ROUNDnBOUT STI�NDARD COT�lSTRUCTION SPECIFICATION DOCUMENTS I01584 Rct+ised March 9, 2020 ao 00 00 STANbARD CONSTRUCTIO�! SPECIFICATION I]OCUMENTS Page 6 aF9 00 00 00 STANDARD CONSTRUCTION SFECIFICATION DOCl1MENTS Page 7 of 9 CITY OF FORT WORTH E. NORTHSIDE DRiVB & COLD SPRTTTGS ROAD ROUNDABOUT STANDARD COIVSTRUC7'ION SPECIFICA�fION DOCUMENTS 10l5$4 Revised March 9, 2020 00 00 00 STAN�AI2ll CONSTRUCTION SPF,CIFICA'1'IdN DOL'UMENTS Page 8 of 9 Appendix GC-4.02 GC-b.06.D GC-6.47 GR-01 60 00 Subsurface and Fhysical Conditions Minority and Wamen Owned Business Enterprise Compliance Wa�;e Rates Product Reyuirements END OF SECTION CI'I'Y OF FORT WORTH E. NORTHSIDE D�iIVk3 & COL� SPRiNGS ROAD ROUNI�A130U'I' STAAIDARD CONSTRUC'1'lON SPECIF[CATION DOCUMENTS 101584 Revised March 9, 2020 ��-nr �our�� ,��N�A DATE: 1{1�l20�� R��E#��1��'"N}�� - L�fs I�A�ME: �0��_ �iOR"fH�lf�� ?I� AT��LD IVO.: �0,�6 uFRIN�S ft�]LJ�1�A80UT �OUE: � TYP€: ��h1�CiVT �U�L#� hE� H�A�F�Ii�FC�: 9U 8.��: �� 3� A�thari�e Ex��ut�on �f a Cor��r��t wi�h Re�es �aro�p. ��d, In the Am��nt �f ��.2�7,�8�.�� far �on�lru�#��n �� N�r��ti-��n� F�o�ndabout at ��st Norths��e C7rive ar�d �old ��ring� F�aa� Intor�actron E��OMME�l�ATlL]N; l��rl�r��rr� �� It Is re��mme��de�l t�r�t t�e �Ity ��n�il au�i��r��e th�� executi�n of a c�ntr ct wit� f��yes �rou�, l�td. in kh� �mo�nt o� ��,;��7,0��,54 for c�nsxr�,�t�an �f m�llirlan� r�ur�d��o�k �t �ast h�ortF�s�de �r�ve and �akd ��rir�gs R��d �r�ters��tic�n �Sra�ect (�lky Praject f�o. � D1 �84}. C��-�*�II� • � Th�s Nlayor and �o�ncil �ornr��at��n ��rf8�� is �� lF��ri�� a c�nstruc#��r� ��rti#�,��t for c�r�str��tlor� of mut#��f2��e rour�dabout at �asi IV�rli�s��Je DrE�+e antl �41tf �p�ings Road. Th� ��nstr�ct��n r,�niract will �o ft,�td�d usln� �01� Bo�rd Prc��r2�n� Fund av�ilable �n th� gr��ec# (�il� Proj�ct �lo, �Q��4�, T�e pra�ec� was ac}+re�t�sed f�r bi� on �ept�mh�r ��, 2�� and Oclo��r 1, ��i �r� kh� �'�rx 4N�rth �t�r- Tefegrarrr. �r� ��tob�r ��, ,�C��, t�re �all��r�n� b€ds were receiv��: Bidd�rs ' l��ye� �roup. �td, �Ac�lar�dt�n �ons#��ctian � �a, In�. �AcNa�k�or� �or�#facting I P��e�on F'��Ilc 1N�rks� �..P, .1��cson �or�struCtE�n Lkd I �i��-I ��rt��r�r��lon, L�� or! Worth �ivfl i �o��tructor�, �.L� Amaunt � Tirree e�f ��rnple#i+�n �2.24�,��4,�Oi 1801N�rkingDa�s ;��,��0,��.�5: $�,�T�.6�3,4� $�.��7.14'I .85 �r2F�83,��R,�� I $�,7�3, � 9`l _Qp � ��,�2'l,f�8�,50 Thi� pr�je�t +��II h�ue r�a Emp��l or� �f�e T��r�a��rtatlor� an�i P�I�Ii� 1N�r�Cs annual operati�r� �u�g�t w��o� �or�-kpl�le�i. �ons�r�,�CMo�7 i� expe��ed ia slart En �1pfi� ��. Tl�is �ro�ect Js ��cJur�ed in ihe ��"!8 8ar�d �'ro�ram. AvaiJe�� r��aur��s w�thin #�� a��al �ur�d wif� kr� tis�d tc� �r�+r�� nt�eMr� finar��rng u�taE da�t Es rs��e��. ��ce deb# as�oc��e� wit� th� �ro��cl �s sold, bon� pra�e�ds wi�l r�Jm��s� th� ��r��r�J �und In s�ca��l�r�ce wit� the st�ker��nl expre�sfng �ff�cial l�le�t �o F�eFr�b�rrsa t�� wa� ado�ted as p�rt of the ordln�f3C+� c�nvassing tl�e� ��nd efeclF�n �Ordir��n�� Nos. �3��9-�}�-2�1�) arrd sE�hsequ�nt actians taic�� y lh� N1�y�r and �au�cH. N1lIN�� D��I�E - R�y�s �t'oup� L#cf. Is In corr�pEi�r�� wikh tl�� ft�r's �D� Or�Ein�r��e by car�rr�it�En� to 2��°l� f1�6� parCl�:lpat�on. The �ily's Nl�� goal ar� �#�ie p�o]�� is ��°l4. ,Ac�dita��alCyr, ��yes Cr�r��, �.��f, is � ��tifaed N1NVf3� firm. Th� project is raeate� Jn �Ol1N��l. I?k�7i�l��' 9. �1SC�A� If��QF�Mf�Tf�fVl�EF�rf�I�AtIOf+,l: .•r�t.. r.r3vsay,� apPa.t�4vr�!l�.or��tuunCi�_p�4lsnt�rnG��ewf�9w.A1ip7i�z2A�94$Cff4�fi�ild�f97�{��JF�� i rtf2 �� •,• �•,� � fFI�T*r �\9YfRY! Th� Dkr��k�r o� �ln�n�� r�r��i�s li��t funcls �r� €�v�l��b�� In �h� c�rr��# cs�}�i��l b�,�d€��, a� pre�+lou�ly a��pr��rl�ieci, In 1�� {]'I � I�c��<i �'rcac�r��t� F4ind for k�� kas! �lr�rthside Drive &��Ed Sprin�s I��d ��roj��t t� ��ap��rl IE��r �r�f�rnvr�l �f GF�e �bs�ve recommc�nd�ti�n ant# executaon a� t#�o contra�t_ Pri�r k� �tty �x�r�dGl�re �eint� ir�ct�r��rd� �he Tr�r��p�rt�tf�n ar�d Pubiic WorEcs ��rkrr�er�t has lh� resp�r�slblllt� #� v�iod��e �he �v��f�b�lity af f�nds. � � Fund' D�pa�lr�esr# � J�ccounl Praj�ct P�o�rarn Ack�vi�y Sudget R�fernnee# Arnaunt iF� 1�3 Ye�t �ChartfJr��d �� Fur��f �opartm�nt A��aunt #�ro��t Pragfarn A�rtivlty �udg�t � I��#er�r�ce # Amvur�t ID �, 1 . �D � Y�ar � (�#��rtfi�ld �j � S�I�r]�ft#��I fdr �i�y Man�9�r"s �ffic� h�t Q{1g]l��g,�l��rtme�i Flead: �_* � i + iia �t * _ � �f L � � iti .� 1 L i ► # : � � Dana Burghd�ff �8��i� +lVlllf�rr� J�I�r��an (78�'I } [�l�n#y M�II ($��2} �6�Of41U1$t� p1��Cu{If1C��[�p��f110��V1�l�f-naP7EQa`�$�Q.�,{3CYiJf7G��:MUR=t � 1'�� '� 00 11 13 INVITATIDN TO BIDDERS Page 1 of3 SECTION 40 11 13 INVITAT�ON TO BIDD�RS RECEIPT OF SYDS Due to the COVIDI9 Emergency declared by the City of Fort VUorth and untii the emergency declaration, as amended, is rescinded, sealed bids for the construction of E. NORTHSIDE DRIVE & COLD SPRINGS ROAD ROLTNDABOUT {"Project"} will be received by the City of Fort Worth Purchasing Offce until 13Q P.M. CST, Thursday, OCTOBER 22, 202Q as further described below: City of Fort Worth Purchasing Division 200 Texas Street Fort Worth, Texas 7b102 Bids will be accepted by: 1. US Mail at the address above, 2. By courier, FedEx or hand delivery from 8:30-1:30 on Thursdays only at the South End Lobby of City Hall located at 200 Texas Street, Fort Worth, Texas 76102. A Purchasing Department staff person will be available to accept the bid and pravide a time stamped receipt; or 3. If the bidder desires to submit the bid on a day or time other than the designated Thursday, the bidder must con#act the Purchasing Department during normal working hours at $17-392-2462 to make an appointment to meet a Puechasing Departmenfi employee at the South End Lobby of City Hal] located at 20U Texas Street, Fort Warth, Texas 7&102, where the bid(s) will be received and time/date stamped as above. Bids will be opened publicly and read aloud at 2:00 PM CST in the City Council Ckzambers and broadcast through Zive stream and C�`W public televis�on which can be accessed a� http:/Ifortworthtexas.gov/fwtv/. The general public will not be allowed in the City Council Cl�am6ers. In addition, in lieu of delivering completed MBE forms for the project to the Purchasing Office, bidders shall e-mail the completed MBE forms to the City Project Manager no later than 2:00 p.m. an the second City business day after the bid opening date, exclusive of the bid opening date. GENERAL DESCRIPTION OF WORK The major work will consist of the (approximate) following: Unit I: Water Improvements 5 LF 6" Water Pipe (Fire Hydrant Lead Line) 1 EA Fire Hydrant 1 EA 6" Gate Valve 1 EA 8"x6" Cut-In Anchor Tee Unit II: Paving and Drainage Improvements 5185 CY Unclassified ExcaWation by Plan 9383 SY 8" Flexible Base, Type A, GR-1 CITY DF FOR'1' WORTH STANDARD CONSTRUCTION SP�CIPICATION DOCUMENT Temporarily Revised April 6, 2020 due to COVIDI9 Emergency E. NORTHSIDE DRIVE & COLD SPRINGS ROAD ROUNbABOUT 1D1584 oai>>3 INVITATION TO B[BDSRS Page 2 of 3 7580 SY 11" Conc 1'vmt 7706 SF 4" Conc Sidewalk 481 SY I�tegral Colored 11" Concrete Truck Apron &$0 SY Integral Coiored/Textured 4" Concrete Median 218 LF 21 "-24" RCP PREQUALIFICATION The ifnprovements included in this praject must be performed by a contractor who is pre- qualified by the City at the time of bid opening. The procedures far qualification and pre- qualification are outlined in the Section 00 21 I3 — INSTRUCTIONS TO BIDDERS. DOCUMENT EXAMINATION AND PROCUREMENTS The Bidding and Contract Documents may be examined ar obtained on-line by visiting the City of Fort Worth's Purchasing Division website at htt�:l�www_tortworthtexas.�ov�urchasing� and clicking on the link to the advertised project folders on the Ciry's electronic document management and collaboration system site. The Contract Documents may be downloadeci, viewed, and printed by interested contractors and/or suppliers. Copies of the Bidding and Cantract Documents may be purchased fram Halff Associates, Inc. Due to the C�VID-l9 outbreak, most Halff personnel are working remotely. E�nail David Srnith, dsmith(cr�,half£corn to make arrangements to pick up plans. Plans will be a�ailab3e at 4000 Fossil Creek Bl�d, Fort Worth, Texas 76137. The cost of Bidding and Contract DocumenYs is: Set of Bidding and Contract Documents with full size drawings: $100 Set of Bidding and Cnntract Dacuments with half size {if available) drawings: $54 PREBID CONFERENCE A prebid conference may be held as discussed in Sectian fl0 21 13 - INSTRUCTIONS TO BIDDERS at the fallowing date, and time via a web conferencing application: DATE: Thursday, OCTOBER $, 2020 TIME: 9:00 A.M. CST Since the prebid conference will be held onIine via a web conferencing application, in�itations will be distribu�ed directly to those who have submitted Expressions of Interest in the project to the City Project Manager andlor the Design En,gineer. The presentation give� at the prebid con�'erence and any ques#ions and answers pro�ided at the prebid conference will be issued as an Atidendum to the calf for bids. CITY'S RIGHT TO ACCEPT OR REJECT BIDS City reserves the right to waive irregularities and to accept or reject bids. AWARD City will award a contract to the Bidder presenting the lowest price, yualifications and competencies considered. INQUIRIES All inquiries relative ta this procurement should be addressed to the follawing: CITY OF FORT WORTH E. NORTHSIDE DRiVE & COLD SPRINGS ROAD ROiJNDABC)[1T 3'I'ANDAI2D COI�S'CRUC'f[ON SPECIFICA110N �OCUML[�T 101584 Tcmporarily Revised April 5, 2020 due to COVID! 9 Emergency 00 I 1 13 �NVITATION TO B1DllGRS Page 3 of 3 Aitn: Shweta Rao, P.E., PMP Ctty of Fort Worth Email: Snweia.Rau�c.�f�, iw.,rihtE �ca .�o� Phone: 817-392-8022 AND/OR Attn: Jed Munroe, P.E., JT Engineering, Inc. Email: 'edm c�'t en in�eerin .�`cam Phone: 608-204-09fl9 EXPRESSION OF INTERSEST To ensure bidders are kept up to date of any new information pertinent to this project or the COV�D19 emergency declaration, as amended, as it may reIate to this project, bidders are requested to email Expressions of Interest in ihis procurement to the City Project Manager and the Design Engineer. The email should incluae the bidder's company name, contact person, #hat individuals email address and phone number. All Adder�da will be distribuied directly to ihose who have expressed an interest in the procuretzaent and will also be posted in the City of Fort Worth's purchasing website at http:/ fortworth�er.as.go� � purchasin�*� PLAN HOLDERS To ensure you are kept up to date of any new information pertinent to this project sucl� as when an addenda is issued, downlaad the Plan Holder Registration form to your carnputer, complete and eznaii �t to the City Project Manager or tl�e Design Engineer. The City Project Manager and design Engineer are responsible to upload the Plans Holder Registration form to the PIan Holders %lder in BIM360. Mail your completed Plan Holder Kegistration form to those listed in INQUIRIES abo�e. ADVERTISEMENT DATES �eptember 24, 2020 October 1, 2020 END QF SECTION CITY OF FORT WORTH E. NORTHSIDE DR[VE & CdLD SPR[iVGS RQAD ROUI�fDA60UT STANDAR� GON3TRUCTION S�'ECIFICATION DOCUMLNT ] 01584 Temporarily Revised April b, 2Q20 due to COVIDl9 Emergency 00 21 13 [NSTRUCTIONS TO L31C]llERS Page 1 of 10 SECTION 00 21 13 INSTRUCTIONS TO BIDDERS 1. Defined Terms ].1. Terms used in these IN�TRUCTIONS TO BIDDERS, which are defined in Section 04 72 �0 - GENERAL CONDITIONS. l.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the meanings indicated below which are applicable to both the singular and plural �hereof. 1.2.1. Bidder: Any person, firm, partnarship, company, association, or corporation acting directly through a duIy authorized representative, submitting a bid for performing the work contemplated under the Contract Documents. 1.2.2. Nonresident Bidder: Any person, firm, partnership, co�apany, association, or corporation ac�ing directly through a duly authorized representative, submitting a bid for performing the work contez�nplated under the Cantract Documents whose principal place oibusiness is not in the State af Texas. 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City (on the basis of City's evaluation as hereir�after provided) makes an award. 2. Co�ies of Bidding Documents 2.l . Neither City nor Engineee shall assume any responsibility for errors or rriisinterpretations resul#ing from the Bidders use of incomplete sets of Bidding Documents. 2.2. City and Engineer in making copies of Bidding Documents a�ailable do so only for the purpose of obtaining Bids far the Wark and do not authorize or confer a Iicense or grant for any other use. 3. Prequalification of Sidders (Prime Contractors and Subcontractors) 3.1. All Bidd�rs and their subcontractors are required to be prequalified for the work types requiring prequalification at the time of bidding. Bids received from cantractors who are not prequalified shall nat be opened and, even if inad�ertently opened, shall not be considered. Prequalif cation eequirement work types and documentation are available by accessing alI required files through the City's website at: httqs://anns.fortworthtexas.gov/Pro_i ectResou rces/ 3. l.1. Par�ing — Requirements document located at; https:lia�ps.tortwor�htexas. ov/YrojectResources/ResourcesP/02%2p- %20�on struction%20Daauments/Contractor%2QPrequalification/TPW%20Paving %20Contractor%20Pre ualific�tion°�n2QPro ram/PRE UALIFICATION%20RE UIREMENTS %20POR%20PAV ING%a2000NTRACTORS.pd.f 3.1.2. Raadway and Pedestrian Lighiing — Requirements document located at; CITY OF FORT WORTH F... NORTHS1Dfi DRIVE & COLD SPRINGS ROAI] ROUNDABOUI' ST/II�lpARp CONS'1'RUCTION SPECIFICATION 170CUMENT 101584 Revised April 24, 202Q 00 21 13 INSTRUCTIONS TO BIDDERS Pagc 2 of 10 https:/lapps.fortworthtexas. o�v/PrajectResources/ResourcesP/02°/a20- %2 0C on struction°/a20Documents/Contractor%20Prequal ificationlTP W%20Roadwa %20and%20Pedestrian°1o20Li htin %20Pre ua�ification%20Pro ram/STREET% 20LIGHT%20PREOUAL%20REQMNTS.pdf 3.1.3. Water and Sanitary Sewer — Requirements document located at; https:ila�s.fortworthtexas.�ov/Proj ectResources/ResourcesP/02%20- °/420Construction%20Documents/Contractor%20Prequai if cation/Wate�'/o20and%2 dSanita %2QSewer%20Contract4r%20Pre ualification%20Pro ram/WSS%20 re �ual°��,20requirement �� 3.2. Each Bidder, unless currently prequaiified, must submit to City at least seven (7) calendar days prior to Bid opening, the documentation identi�ed in Section 00 45 11, BIDDERS PREQUALIFICATIONS. 3.2.1.Submission of and/or questions related to prequalification shou�d be addressed to the City contact as provided in Paragraph 6.1. 33. 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, including but not rimited to manpower and equipment records, information about key personnel to be assigned to th� project, and construction schedule, to assist the City in evaluating and assessing the ability of the apparent low bidder(s} to deliver a quality product and successfully complete projects %r the amount bid within the stipulated 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 additionai infarmation, if requested, may be grounds for rejeciing the apparent low bidder as non-responsive. Affected contractors will be notified in writing of a recommendation to the City Council. 3.4. In addition to prequalification, additional requirements for qualification may be required within various sections of the Contract Documents. 4. Examinafion of Bidding and Contract Documents, Other Related Data, and Site 4.1. Befare submi�ting a Bid, each Bidder shall: 4.1.1. Examine and carefully study the Contract Documents and other related data identified 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 than that contained in the Contract Documents and officialIy promulgated addenda thereto, shall be binding upon the City. 4.1.2. Visit the site to becotne familiar with and satisfy Bidder as to the general, local and site conditions that may affect cost, progress, performance or furnishing of the Work. Cl'i'Y OP FORT WORTH E. NORTHSII]E DRIVE & COLD SPRINGS ROAD ROUNDABbUT S`('ANDARD CONSTRUCTION SPECIFICA'f10N DOCUML[�i"1' 101584 Revised April 24, 2020 00 2l 13 INSTR�C'1'IONS'1'O BIDDERS Page 3 of 10 4.l .3. Consider federal, state and local Laws and Reg;ulations that may affect cost, progress, performanca or furnishing of the Work. 4.1.4. "Omitted" 4.l .5. Study all: (i) reports of explorations and tests of subsurface conditions at ar cantiguous to the Site and all drawings af physicaf conditions relating to existing surface or subsurface s#ructures at the Sita (except Underground Facilities) that have been identified in the Contract Documents as containing reliable "technica] data" and (ii) reports and drawin�;s of Hazardous Environrnental Conditions, if any, at the Site that have been identified in ihe Contract Documents as containing reliable "technical da�a." 4.1.b. Be advised that the Contract Documents on file with the City shall constitute all of the informaiion which the City will furnish. All additional information a.nd data which the City wi11 supply after pramulgation of the formal Contract Documents shall be iss�ed in the form of written addenda and shall become part of the Contract Docu�nents just as though such addenda were actually written into the original Contrac� Documents. No informa�ion gi�en by the City ather than that contained in the Contract .Documents and officially pramulgated addenda the�eto, shali be binding upon the City. 4.1.7. Perform independent research, investigations, tests, borings, and such other means as may be necessary to �ain a complete knowledge of the conditions which will be encountered during ihe construction of the project. On request, City may provide each Bidder access to the site to conduct such examinations, investigatians, explorations, tests and studies as each Bidder deems necessary for submission of a Bid. Bidder must fill all holes and clean �p and restore the site ia its former conditions upon completion of such explorations, investigations, tests and studies. 4.1.8. Determine the difficulties of the Work and all attending circumstances affecting the cost of doing the Work, time required for its completion, and obtain all information rec�uired to make a praposal. Bidders shall rely exclusively and solely upon their own estimates, investigation, research, tests, exploraiions, and other data which are necessary far full and camplete information upon which the proposal is to be based. It is understood that the submission of a proposal is prima-facie evidence that the Bidder has made the investigation, examinations and tests herein required. Claims for additional compensation due to variations between conditions actually encountered in canstruction and as indicated in the Contract Documents will not be allowed. 4.1.9. Promptly notify City of ali conflicts, errors, ambiguities or discrepaneies in or between the Contract Docuzrzents and such other related documents. The Contractar shall not take adva.utage of any gross error or omission in the Contract Documents, and the City shall be permitt�d to make such corrections or interpretations as may be deemed necessa.ry for fulfillment of the intent ofthe Contract Documents. 4.2. Reference is made to �ection UO 73 00 — Supplennentary Conditions for iden�ification of: CITY OP POK'1' WOR'TH E. NORTHSIDE DRIVE & COLD SPRINGS ROAD ROUNDABOUT STANDARD CONSTRUCTIOI�I SPEGIFICA'FION DOCUMENT ] 01584 Revised Apri124, 2020 00 2I 13 1NSTRUCTIONS TO BIDDFRS Aage 4 of 10 4.2.1. thase reports of explorations and tests of subsurface conditions at or contiguous to the site which have been utilized by City in preparation of the Contract Documents. The logs of Soii Borings, if any, on the plans are far general information only. Neither the City nor the Engineer guarantee that the data shown is representative of conditior�s which acivally 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 the site that have been atilized by City in preparation of the Contract Documents. 4.2.3. copies af such reports and drawings will be made available by City to any Bidder an request 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 tha Ganeral Conditions has been identified and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is responsible for any interpretaYion or conclusion drawn from any "technical data" or any other data, interpretations, opinions or information. 4.3. The submission of a Bid will constitute an incontrovertible representation by Brdder (i) that Bidder has complied with every requirement of this Paragraph 4, (ii) that without exception the Bid is premised upon perfarming and furnishing the Wark required by the Contract Documents and applying the specific means, methods, techniques, sequences or procedures of construction (if any) that may be shown or indicated or expressly reyuired by the Contract Documents, (iii) that Bidder has given City written notice of all conflicts, errors, ambigurties and discrepancies in the Contract Documents and the written resolutions thereof by City are acceptable to Bidder, and when said conflicts, etc., have not been resolved ihrough the interpretaiions by City as described in Paragraph 6., and {iv) that the Contract Documents are generally sufficient to indicate and convey undersfianding of all terms and conditions for performing and furnishing the Work. 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 4.06. of the General Conditions, unless specifically identified in the Contract Documents. 5. Availability of Lands far Worl;, Etc. 5.1. The lands upon which the Work is to be performed, rights-of-way and easements for access thereto and other lands designated for use by Contractor in performing the Woek are identified in the Cantract Documents. AI1 additional lands and access thereto required for temporary construction facilities, construction equipment or storage of materiats and equipment to be incorporated in the Work are to be obtained and paid for by Contractor. Easements for permanent structures or perinanent changes in existing facilities are to be obtainec� and paid for by City unl�ss otherwise provided in the Contract Documents. CITY OF POIi'1" WORTH E. NORTHSIDE DRIVE & COLD SPRINGS ROAD ROUNDABOUT STANDARD CONSTRUCTLON SPECIFICATION QQCUMENT 101554 Revised Apri124, 2020 00 2I 13 1N51'KUC'f lON5 TO B[DDERS Page 5 of 10 5.2. Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed in Paragraph 5C 4.01 of the Supplementary Canditions. ln the eve�zt the necessary right- of-way, easements, and/or permits are not obtained, the City reserves the right to cancel the award of contract at any tirne before the Bidder begins any construction work on the project. 5.3. The Bidder shall be peepared to commence construction without all executed right-of- way, easements, and/or perm�ts, and shall subtnit a schedule to tl-te City of how construction wilt peoceed in the other areas of the project that do not require permits and/or easements. 6. Interpretations and Addenda b.1. All yuestions about the meaning or intent of the Bidding Documents are to be directed to Ciiy in writing on or before 2 p.m., the Monday prior to the Bid opening. Questions recei�ed after this day may nat be responded to. Interpretations ar clarifications cansidered necessary by City in response to such questions will be issued by Addenda delivered to ail parties recarded by City as having received the Bidding Documents. Only questions answered by formal written Addenda will be binding. Oral and other interpretations ar clari�cations will be withoui le�al effect. Address questions to: City of Fort Worth 200 Texas Street �o� wortn, TX 76102 Attn: Shweta Rao, P.E., PMP, Transportation and Public Works Fax: (817} 392-2533 Email: Shweta.Ra��a,fortwarthte�a�gov Phone: 8I7-392-8022 6.2. Addenda may also be issued to madjfy the Bidding Documents as deemed advisable by Ciry. b.3. Addenda or clarifieations rnay b� posted via the City's electronic dacument management and collaboration system at i,��,�.. r��,4�. ��i� ' , .'. , . . , ...., t�.,j�' -� ' �11� ;Q4a=4fi9f- 5 �1f'rl -.:t 5a,1 . G.4. A prebid conference may be held at the time and place indicated in the Adeertisement or INVITATION TO BIDDERS. Representatives of City will be present to discuss the Project. Bidders are encouraged to attend and participate in the conference. City will transmit to all prospective Bidders of record such Addenda as City considers necessary in response to questions ar�sing at the conference. Oral statements may not ba relied upon and will not be binding or legally effecti�e. i. Bid Security CITY OF FORT WORTH E. NORTHSIDE DRIVE & COLD SPRINGS ROAD ROUNDABOUT STAAIDARD CONSTRUCTION SPECIF'ICATION DOCUML'sN'1' 1U1584 Ae�ised April 24, 2020 00 21 13 INS'CRIiCTIONS TO BTDDERS Pa�e 6 or 10 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 attached, issued �y a surety meeting the reyuirements of Paragraphs 5.01 of the Genera� Conditions. 7.2. The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award have been satis�ed. If ti�e Successful Bidder iails to execuie and deliver the coraplete Agreement within 10 days after ihe Notice of Award, City may consider Bidder to be in default, rescind the Natice af Award, and the Bid Bond of that Bidder will be forfeited. Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of a11 other Bidders whom City believes to have a reasonable chance of receiving the award wili be retained by City until final contract execution. 8. Contract Times The number of days within which, or the dates by which, Milestones are to be achieved in accordance with the Generai Requirements and the Work is to be completed and ready for Final Acceptance is set forth in the Agreement or incorporated therein by reference to the attac�ed Bid Form. 9. Liquidated Damages Provisions for liquidated damages are set forth in the Agreement. 10. Substitute and '"Or-Equal" Items The Contract, if awarded, will be o� the basis of materials and equipment described in the Bidding Documents without consiaeration of possible substitute or "or-equat" items. Whenever it is indicated or specified in the Bidding Dacuments that a"substitute" or'br- equal" item of material ar equipment may be furnished or used by Contracior if acceptable to City, application for such acceptance wil] not be considered by City until after the EfFective Date of tne Agreement. The procedure for submission of any such application by Contractor and consideration by City is set forth in Paragraphs 6.OSA., 6.OSB. and 6.OSC. of the General Conditions and is supplemented in Section 01 25 00 of the General Requiretnents. 11. Subcontractors, Su�pliers and Others 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 2�020- 12-2011 (as amended), the Cifiy has goals for the participation of minority business and/or small business enterprises in City cantracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. The Bidder shall submit the MBE and SBE Utilization F'orm, Su6contractor/Supplier Utilization Form, Prime Contractor Waiver Form and/or Good Faith Effort Form with docamentation and/or Joint Ventnre Form as appropriate. The Forms including docutnentation must be received by the City no Iaier than 2:00 P.M. CST, on the second business day after the bid opening date. The Bidder shall obtain a receipt from fihe City as evidence the documenfiation was received. Failure to comply shall render the bid as non- responsive. 11.2. No Contractor shaIl be required to employ any Subcontractor, Supplier, other person or organization against whom Contractor has reasonable objection. 1�. Sid Form CITY OF FORT WORTH E. NORTHSIDE DRIVE & COLD 5PRI�]GS ROAD ROUNDABOUT STANDARD CpNSTRUCTION SPECIFICATIOI�! DOCUMENT l O1584 Revised Aprit 24, 2020 oo2i �� INS1'RLiCT[ONS TO BIDUL'RS Page 7 of f � 12.1. The Bid Form is included with the Bidding Documents; additional copies may be abtainec� from the City. 12.2. All blanks on the Bid Form must be co�mpleted by printing in ink and the Bid Form signed in ink. Erasures or alterations shall be initialed in ink by the person signing the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit price item listed therain. In the case of optional alternati�es, the wards "No Bid," "No Change," or "Nat Appiicable" may be entered. Bidder shall state the prices, written in ink in both wards and numerals, for which the Bidder proposes to do the work contemplated or furnish materials required. A11 prices shall be written Iegibly. In case of discrepancy between price in written words and the price in written numerals, the price in wri�ten words shall �overn. 12.3. Bids by corporations shal] be executed in the corporate name by the president ar a vice-presiden# or other corporate offcer accompanied by evicience of authority to sign. The corporate seal sha11 be af�xed. The corporate address and state of incorporation shall be shown below the signaiure. �2.4. Bids by partnerships shall be executed in the partnership name and signed by a partner, whose title rr�ust appear under the signature accompanied by ev�c�ence of authority to sign. The off'icial address of the partrtership s�rall be shown below the signature. 12.5. Bids by limited liability companies shall be executed in the name of the firm by a member and accompanied by evidence of authority to sign. The state of formation of the firm and the official address of the firm shall be shown. 12.6. 12.7. 12.8. 12.9. Bids by individuals sha11 show the Bidder's name and official address. Bids by joint ventures shall be executed by each joint venture in the manner indicated on the Bid �'orm. The official address of the joint venture shall be shown. All names shall be typed or printed in ink below the signature. The Bid shail contain an acknowledgement of receipt of all Addenda, the numbers of w�ich shall be filled in on the Bid Farm. 12.10. Postal and e-mail addresses and telephone number for communicatians regarding the Bid shall be shown. 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance ta State Law Non Resident Bidder. CITY Ol�' NORT WORTH E. NOR`fHSI�E DRiVE & COLD SPR[NGS ROAB ROiJI�IDABOUT S'I'ANDARD CONS'1'RUCTION SPF,CIFICA"1'ION DQCUMF,NT 101584 Revised April 24, 2020 ooai i� [NSTRUCTIONS TQ �TpDFRS Page & of 10 13. Submission of Bids Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents, at the time and pIace indicated in the Advertisement or INVITAT[ON TO BIDDERS, addressed to Purchasing Manager of the City, and shall be enclosed in an opaque seafeai envelope, marked with the City Project Number, Project title, the name and address of Bidder, and accompanied by the Bid security and other eequired dacurnenis. If the Bid is sent tnrough the mail or other delivery system, the sealed envelope sha11 be enclosed in a separate envelope with the notation "BID ENCLOSED" on the face of it. 14. Modification and Withdra�val of Bids 14.1. Bids addressed to the Purchasing Manager ana filed with the Purchasing Office cannot be withdrawn prior to the time set for bid opening. A request for withdrawal m�st be made in writing by an appropriate document duly executed in tt�e manner that a Bid must be executed and delivered to the place where Bids are to be submitted at any time prior to the opening o� Bids. After all Bids not requested for vwithdrawal are opened and publicly read aloud, the Bids for which a withdrawal request has been properly filed may, at the option ofthe City, be returned unopened. 14.2. Bidders may tnodify their Bfd i�y electronic communication at any time prior to the time set for the closing of Bid receipt. 15. Opening of Bids Bids will be opened and read alo�ad publicly at the place where Bids are io be subtnitted. An abstract of the amounts of the base Bids and majar alternates (if any) will be made available ta Bidders after the opening of Bids. 16. Bids to Remain Subject to Acceptance All Bids will remain subject to acceptance for t�ie time period spec�fied for Notice of Award and execution and delivery 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 17.I . City reserves the right to reject any or all Bids, including without iimitation the rights to re�ect any or ait nonconforming, nonresponsive, unbalanced or cond�tianal Bids and to reject the Bid of any Bidder if City betieves that it would not be in the best interest of the Project to make an award to that Bidder, whether because the Bid is not responsive or the Bidder is unguali�ed or of doubtful financial abi�ity or fails to meet any other pertinent standard or crifieria established by City. City also reser�es the right to waive informalities not involving price, contract time or changes in the Work with the Successful Bidder. Discrepancies between �he multiplication of units of Work and unit prices will he resolved in favor of the unit prices. Discrepancies between ihe indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. Discrepancies between words and figures will be resolved in favor of the wards. CITY OP POR"1' WOR'TH E. NORTHSIDE DRIVE & COLD SPRINGS RDAD ROUNDABOUT STAZdDARD CONSTR�JCTION 5PL-;C1I'ICAT[ON DOCUMENT 101584 Reviscd Apri124, 2020 00 21 13 INSTRiJCTIONS TO BIDDL�S Page 9 of � 0 17.1.1. Any ar ail bids will be rejected if City has reason to belie�e that collusion exists among the Bidders, Bidder is an interested party to any litigation against City, City or Bidder may ha�e a claim against the other ar be engaged in litigatian, Bidder is in arrears an any existing contract or has defaulted on a previous contract, Bidder has performed a prior contract in an unsatisfactory manner, or Bidder has uncompleted work which in �he jud�ment of the City will prevent or hinder the prompt completion of adc�itional 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 Wark as to which the identity of Subconiractors, Suppliers, and other persons and organizations must be submitted as provided in the Contract Documents or upon the req�est of the City. City also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 17.3. City may conduci such investigations as City deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications, and financial abili�y of Bidders, proposed Subcontractors, Suppliers and other persons and organizations to perform and furnish the Woek in accordance with the Contract Documents to City's satisfaction within the prescribed time. 17.4. Cvntractor shall perform with his own arganization, work of a value not iess than 35% of the value eznbraced on the Contract, unless otherwise approved by the City. l 7.5. If the Contract is to be awarded, it will be awarded to lowesti responsible and res�onsive Bidder whose evaluation by City indicates that the award will be in the best interests of the City. 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award contract to a Nonresident Bidder unless the Nanresident Bidder's bid is lower than the lowest bid submitted by a responsible Texas Bidd�r by the same amount that a Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a comparable contract in the state in which the nonresidcnt's principal place of businass is located. 17.7. A contract is not awarded until formal City Council authorization. If the Contract is ta be awarded, City will award tlie Contract within 90 �ays after the day of the Bid opening unless extended in wriiing. No other act of City or ofihers will canstitute acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by the City. l 7.7,1. The con�ractor is required ta fll out and sign the Certificate of In�erested Parties Form 129� and the For�aa must be submitted to the Project Manager before ihe contract will be presented to the City Council. The %r►n ean be obtained at htt�as://www_et�ics.state.tx.us/data/forms11�95/1�9�.adf 17.8. Failure or refusai to comply with ihe requirements may result in rejection af Bid. 18. Signing of Agreement CITY OC FORT WORTF� F, NORTH3iDE I}121VL-'. & COLD SFRI%1CS ROAl7 ROUI�IDABOU'1' STANDARD CONSTRUC'iION SPECIFICAT[ON DOCUMENT 1015R4 Revised April 24, 2020 OD 21 I3 1N3TRUCTI01�€S TO BIDDERS Page 10 of 10 15.1. When City issues a Notice of Award to the Successful Bidder, 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 number of counterparts of the Agreement to City with the required Bonds, Certificates of Insurance, and all other reyuired documentation. 18.2. 18.3 Failure to execute a duly awarded contact may subject the Contractor to penalties. City shall thereafter deliver one fuliy signed counterpart to Con�ractor. END OF SECT�ON CITY OF FOR'!' WORTH Li. NOR77-ISIDE DRfVL & COLD SPRINGS ROAD ROUt�lDABOUT STANDAKD CONSTRUCT[OI�i SPECIFIGATION DOCUMENT 101584 Revised �lpril 24, 2020 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 1 of 10 SECTION Ofl 32 15 CONSTRUCTION PROJECT SCHEDULE PART1- GENERAL 1.1 SLTMMARY A. Section includes: 1. General requirements for the preparation, su�mitial, updating, stat�as reporting and management of the Constructian Praject Schedule B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Speci�catian Sec�ians include, but are nat necessarily limited to: 1. Division 0— Biddin� Requirements, Contract Forms and Conditions af the Cantract 2. Di�ision 1— General Requirements D. Purpose The City of Fart Worth (City) is committed to delivering quality, cost-eifective infrastructure to its citizcns in a timely manner. A key toal ta achie�e this purpose is a properly structured schedule with accurate updates. This supports effective monitoring of progress and is input to critical decision ma�ing by the project manager throughout the life of the proj ect. Data from the updated proj ect schedule is utilized in status reporting to various levels af the Ciiy organization and the citizenry. Thrs Document complements the City's Standard Agreement to guide the cansteuc�ion contractor {Contractor} in preparing and submitting acceptable schedules far use by the City in project deli�ery. The expectation is the performance of the work follows the accepted schedule and adhere to the contractual timeline. The Contractor will designatc a qualiiied representative {Praject ScheduIer) responsible for developing and updating thc schedule and preparing status reporting as required by thc City. 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 paymcnt will be allowed for this Item. 2. Non-compliance witIa this speci�cation is grounds for City to withhoid payrnent of the Contractar's invoices until Contractor achieves said campliance. 1.3 REFERENCE� A. Froj ect Schedules Each project is represented by Ciiy's master project schedule that encompasses the entire scope of activities envisioned by the City to properly deliver the vvork. W�aen the City contracts with a Contractor to perform construction of the Work, the Contractor CITY OF FORT WORTH L. NORTHSIDE DRIVE & COLD SPRINGS ROAD AOU�DABOUT STANI]ARD SPL�CIP[CATIdN ]01584 Re�ised 7ULY 20, 2018 003215-0 CONS'['I2[JC'fION PROGRF.SS SCHEDULE Page 2 of 10 will develop and maintain a schedule far their scope of work in alignment with the City's standard schedule requirements as defined herein. The data and infarmation of each such schedule wil� be leveraged ar�d becarne integral in the masier project sch�dule as deemed appropriate by the City's Project Control Specialist and approved by the City's Project Manager. Master Project Schedule The master project schedule is a holistic representation of the scheduled activities and milestones foz- the tatal project and be Critical Path Method (CPM) based. The City's Project Manager is accountable for oversight of the development and maintaining a master project schedule for each project. When the City contracts for the design and/or construction of the project, the master project schedule will incarporate elements of the Design and Construction schedules as deemed appropriate by the City's Project Control Specialist. The assigned City Project Control Specialist creates and maintains thc master project schedule in P6 (City's scheduling software}. 2. Construction Schedule The Contractor is responsible for developing and �naintaining a schedule for the scope of the Contractor's contractual requiremcnts. Thc Contractor will issue an initial schedule for review and acceptance by the City's Project Control Specialist and the Cfty's Froject Manager as a baseline schedule for Contractor's scope of work. Contractor will issue curtent, accurate updates of their schedule {Progress Schedule) to the City at the end of each month throughout the life of their work. B. ScheduIe Tiers The City has a portfolio of projects that vary widely in size, complexity and content rcquiring different scheduling to effectively deliver each project. The City uses a "tiered" approach to align the proper schedulc with the criteria for each project. The City's Project Manager determincs the appropriate schcdule tier for cach project, and inciudes that designation and thc associated requirements in the Contractor's scope of work. The following is a summary of the "tiers". 1. Tier 1: Small Size and Short Duration Project (design not required} The City develops and maintains a Master Project Schedule for the project. No schedule submittal is required from Contractor. City's Project Control Specialist acquires any necessary schedule status data or information ihrough discussions with the respeciive party on an as-needed basis. 2. Tier 2: Small Size and Short to Medium Duration Project The City develops and maintains a Master Project Schedute for the project. The Contractor identi�es "start" and "finish" milestone dates on key elements of �he�r work as agreed with the Ciry's Praject Manager at the kickoff of their work effort. The Contractor issues to the City, updates to the "start" and "finish" dates for such milestones at the end of each manth throughaut the Iife of iheir work on the project. 3. Tier 3: Medium and Large Size and/or Complex Projects Regardless of Duration The City develops and maintains a Master Project Schedule for the praject. The Contractor develops a Baseline Schedute and maintains the schedule of their respective scape of work on the project at a level of detail {generally Leve13) and in CTI'Y OP ['ORT WORTH E. NORTHSIDE D12IVE & COLD SPRIFVGS ROAD ROUNDA$OUT STANDARD SYECIFICATION 101584 Revised JULY 20, 2018 OQ3215-0 CONSTRUCTIQN PROGRE5S SCH�I}UL� Page 3 af lfl aiignrnent with ihe WBS structure in Section 1.4.H as agreed by the Praject Manager. The Contractor issues to the City, updates of their respective schedule (Progress Schedule) at the end of each month throughout the li% of their wark or� the project. C. �chedule Types Project deli�ery for the City utilizes two types of schedules as nated below. The City develops and maintains a Master Project ScheduIe as a"baseline" schedule and issue monthly updates to the City Praject Manager (end of each manth} as a"progress" schedule. The Cantractor prepares and submits each schedule type to fulfilI their contractual requirements. 1. Baseline Schedule The Contractor develops and subtnits to the City, an initial schedule far their scope of work in alignment with this specification. Once reviewed atad accepted by the City, it becaz�es the "Baseline" scheduie and is the basis against which all progress is measured. The baseline schedule will be updated when there is a change or addition to thc scope of work impacting the duration of thc work, and anly affer receipt of a duly authori�ed change order issued by thc City. In the event progress fs significantly behind schedule, the City's Project Manager may authorize an updatc to the baseline schedule to facilitate a more practical evaluation of progress. An example of a Baseline Schcdule is provided in Speci�cation 00 32 15.1 Construction Project Schedule Baseline Example. 2. Progress Schedule The Contractor updates their schedule at thc end of each month to represent the grogress achieved in the wark which includcs any irnpact frann authorized changes in the wark. The updated schedule must accurately reflect the current status af the work at that point in time and is referred to as tlae "Progress Schedule". Thc City's Project Manager and Projcct Control Specialist reviews and accepts each progress schedule. In the event a progress schedule zs deemed not acceptable, the unacceptable issues are identified by the City within 5 working days and the Contractor must provide an acceptable progress schedulc within 5 working days after rcceipt of non-acceptance notification. An example of a Progress Se�edule is provided in Specification 00 32 15.2 Construction Project �chedule Progess Example. 1.4 CITY sTANDARD SCHEDULE REQUIREMENTS The following is an overview of thc methodology for developing and maintaining a schedule for delivery of a prajcct. A. Schedule Framework The schedule wi11 be based on the defined scope of work and follow the (Critical Path Methodology) CPM method. The Contractor's schedule will align with the require�nents of this specification and will be cost loraded to reflect their plan for execution. Overall schedule duratian will align with the contractual requirements for the respective scope of work and be reflected in City's Ma�ter Project Schedule. The Fraject Number and Name of the Project is required on each schedule and must match the City's project data. B. 5chedule File Name C]TX OF FORT WORTH E. NORTHSIDF. DRIVE & COLD SPKINGS ROAD ROUNBABQUT STAAIDARD SP�CIFICATION 1�15R4 Revised JULY 2Q, 20] 8 003215-0 CONSTRiJCTION PRDGRESS SCHEDULE Page 4 of I 0 All schedules submitted to the City for a project will have a file name that begins with the City's project nunther follawed b� the �ame af the p�oject followed by baseline {if a baseline schedule} or the year and rfaont�a (if a progress schedule), as shown below. � Baseline Schedule File Name Formai: City Project Number Project Name_Baseline Example: 101376_North Montgomery Street HMAC_Baseline Progress Schedule File Name Format: City Praject Nuznber �roject Na�ne_YYYY-MM Examp�e: 10I376 North Montgomery Street HMAC 2018 al � Project Schedule Progress Narrative File Name Farmat: City Project Number Project Name_PN YYYY-MM Example: 101376 Narth Montgamery Street HMAC_PN 2018_O1 C. Schedule Templates The Contractor wzll utilize the relevant sectiorns from the City's templaies provided in the City's document management system as the basis for creating their respective project schedule. Specifically, the Contractor's schedu�e will align with the layout of the Construction section. The templates are identified by type of projcct as noted below. • Arterials � AviaYion o Neighborhood Streets � Sidewalks {later) � Quiet Zones (laYer) � Street Lights (later) � Intersection Improvements (later} � Parks � Storm water a Street Mainter�ance � Traffic � Water D. Schedule Calendar The City's standard calendar for schedule dcvelopment purposes is based on a 5-day workweek and accounts for the City's eight standard holidays {New Years, Martin Luther King, Memorial, Independence, Labor, Thanksgiving, day after Thanksgiving, Christmas}. The Contractor will establish a schedule calendar as part of the schedule development process and provide to the Project Cantrol Specialist as part of ihe l�asis for their schedule. Variations between the City's calcndar and the Contcactor's calendar must be resolved prior to the City's acceptance of their Baseline project scnedule. E. WBS & Milestone Standards for Schedule Development The scope of work to be accomplis�aed by the Contractor is repres�nted in the schedule in the form of a Work Breakdown Structure {WBS). The WBS is the basis for the development of the schedule activities and shall be imbedded and depicted in the schedule. CITY QF FORT WORTH E. NORTHSIDE DRIVE & COLb SPRINGS ROAD ROUNDABOUT STANDARD 5P�CIPICATION 101584 Revised 7ULY 20, 2018 003215-0 CONSTRUCTION PRpGRESB SCHEDULE Page 5 of ] 0 The follawing is a summary of the standards to be fallawed in preparing and maintaining a schedule for praject delivery. Con�ractor is required ta utilize the City's WBS structure and respective praject type template for "Construction" as shown in Section 1.4.H below. Additional activities may be added to Levels 1- 4 to accornmadate the needs of the organization executing the work. Speciiically the Contractor will add activities under WBS XXXX.XX.80.83 "Construction Execution" that delineates the acti�ities associated with the variaus carnponents of the work. 2. Contractar is required ta adhere to the City's Standard Milestones as shown in Section 1.4.I belaw. Contractor vvili include additional rnilestones representing intermediate deliverables as required to accurately reflect their scope of work. F. Schedule Aetivities Activities are the discrete elements of work that malce up the schedule. They will be organized under the umbrella af the WBS. Activity descrigtions should adequately describe the activity, and in some cases the extent ofthe activity. All acti�ities are logically ticd with a predecessor and a successor. The only exception to this rule is for "project start" and "project finish" milestones. The activz�y c�uration is based on the physical amount of work to be performed for the stated activi�y, with a maximum duration of 20 working days. If thc wark for any one activi�ty exceeds 20 days, break that activity down incrementally to achieve this duratian constraint. Any exception to this requires review and acceptance by the City's Project Control Specialist. G. Change Orders When a Change Order is issued by the City, the impact is incorporated into the previously accepted baseline schedule as an update, to clearIy show impact to tk�e praject timeline. The Contractor submits this updatcd baseline schedule to the City for re�iew and acceptance as described in �cetion l.S below, Updated baseline scheduies adhere to the following: 1. T'ime extensions assaciated with approved contract modifications are limited to the acival anaount of time the project activities are anticipated to be dclayed, unless otherwise appraved by the Program Manager. 2. The re-baselined schedule is submitted by the Contractor within te�a work[lays after the date of receipt of thc approved Change Order. The changes in logic or durations approved by the City are used to analyze the impact of t�e change and is included in the Change Order. The coding for a new activity(s) added to the schedule for the Change Qrder includes the Change Qrder number in the Activity ID. Use as many acti�ities as needed to accurately show the work of the Change Order. Revisions to the baseline schedule are noi effeciive until accepted by the City. H. City's Work Breakdown Structure CTTY OF FORT WORTH E. NORTHS[DE DRiVE & COI,D SPRiNGS ROAD ROU%1DAF30UT STAN�ARD SPECIFICATION 1O15S4 Re�ised 3ULY 20, 2018 003215-0 CONSTRUCTiON PROGRESS SCH�DiJLG Page 6 of 10 WBS Code WSS Name XXXXXX Project Name �:XXXXX.30 Design XXXX��X.30.10 Design Contractor Agreement XXXXXX.30.20 Conceptual Design {30%) X?�XXXX.30.30 Pz'eliminary Design (60%} XXXXXX.30.40 Final Design XXXXXX.30.50 Environmental XXXXXX.30.b0 Percnits XXXXXX.30.60.10 Pernuts - Identification XXXYYX.30.60.20 Permits - Review/Approve XXXXXX.40 ROW & Easements XXXXXX.40.10 ROW Negotiations XXXXXX.40.20 Condemnation XXXXXX.70 Utility Relocation XXXX��X.70.10 Utility Relocation Co-ordination XXXXXX.$4 Construction XXXXXX.80.81 Bid and Award XXXXXX,$D.83 Construction Execution XXXXXX.84.85 Inspection �XX.80.86 Landscaping XXXXXX.90 Closeou� XXXXXX.90.10 Construction Contract Close-out XXXXXX.90.�40 Design Contract Closure I. City's Standard Milestones The fotlowing milestone aciivities (i.e., important events on a project that mark critical points in time) are ofparticular interest to the City and must be reflected in the project schedule for alI phases of work. Activitv �D Design 3020 3040 3100 3120 3t50 3160 3170 3220 3250 3260 C1TY OF FORT WORTH STAIVDARD SPL�CIFICATION Revised JULY 2p, 201 S Activit,y Name Award Design Agreement Issue Notice To Praceed - Design Engineer Design Kick-off Meeting Submit Concepival Plans to Utilities, ROW, Traffic, Parks, Storm Water, Water & Sewer Peer Review Meeiing/Design Review meeting (technical) Conduct Design Public Meeting #1 (required) Conceptual Design Complete Subnrxit Preliminary Plans and Specifications to Utilities, RQW, Traffic, Parks, Siorm Water, Water & Sewer Conduct Design Public Meeting #2 (required} PreIiminary Design Complete E. iVORTHSIDE Di2IVE & COLD SPRIIVGS ROAD RO[Ji�lDABOUT 101584 Q03215-0 CONS"T'RUCT]ON PROGR�SS SCHEDULE Page 7 of 10 3310 3330 3360 Submit FinaI Design to Utilities, ROW, Traffic, Parks, Stoxm Water, Water & Sewer Conduct Design Public Meeting #3 (if required} Final Design Complete ROW & Easements 4000 Right of Way Start 4230 Right af Way Compiete Utility Relocation 7000 Utilities Start 7120 Utilities ClearedlComplete Construction Bid and Award 8110 815Q 8240 Start Advertisement Conduct Bid Opening Award Constructian Cnntract Construction Execution 8330 Conduct Construction Public Meeting #4 Pre-Construction 8350 8370 8540 9130 9150 9420 l.5 SUBMITTALS ConsYruc�ian Start Substantial Completion Construction Campletiion Noticc of Completion/Green. Sheet Constructian Contract Closed Design Contract Closed A. 5chedule 5ubmittal & Revicw The City's Project Manager is responsible for reviews and acceptance of khe Contractor's schedule. Thc City's Project Control Specialist is responsible for ensuring alignmcnt oi the Contractor's baseline and progress schedules with the Master Project Schedule as suppo�Y to tl�e Ci�y's Project Manager. The City reviews and accepts ar rejects the schedule within ten workdays of Contractor's submittal. Schedule Format The Contractor will submit each schedule in two electronic forms, one in native filc format {.xe�, .xml, .mpx} and the second in a�df format, in the City's document management system in the location dedicated for this purpose and identified by the Praject Manager. In the event the Contractor dacs not use Peimavera P6 ar MS Project for scheduling purposes, the scheduie infortnation must be subrnitted in .xls or .xlsx format in compliance with the sample layout (See Specification 00 32 115.1 Construction Project Schedule BaseIine Example), including activity predecessars, successors and total float. 2. Initial & Baseline Schedule The Cantractor wiil develop their schedule %r their scope af work and submit their initial schedule in electronic form (in the file formats noted above), in the City's document mana�ement system in the location dedicated for this purpose within ten workdays of the Nntace of Award. CITY OF FORT WORTH E. NE)RTHSIDE DRIVE & COI,D SPR�NGS ROAD ROUNDAF30UT STANDARD 5P�CIPICATION 101584 Revised 7ULY 2D, 2018 003215-0 CONST1ZiJCTiO�I PROGRESS SCHGDULE Page 8 of 10 The City's Project Manager and Project Control Specialist review this initial schedule to determine alignrnent with the City's Master Project Schedule, including format & WBS structure. Following the City's review, feedback is provided to the Contractor far their use in finalizing iheir initial schedule and issuing (within five workdays) their Baseline Schedule �or final review and acceptance by the City. Progress Schedule The Contractor will update and issue their praject schedule {Progress Schedule) 6y the Cast day of eacla month throughaut the life af their work on the projec�. The Progress �chedule is sub�tnitted in electronic form as noted above, in the City's dacument management system in the lacaiion dedicated far this purpose. The City's Project Control team reviews each Progress Schedule for data and information that support the assessment af the update to the schedule. In the event data or informatian is missing or incomplete, the Project Controls �pecialist communicates directly with the CantracYor's scheduler for providing same. The Contractor re�submits the corrected Progress 5chedule within 5 workdays, following the submittal process noted above. The City's Project Manager a�ad Project Control Specialist review ihe Contractor's progress schedule for acceptance and to monitor perforrnanee and progress, The following list of items are required to ensure proper status information is coniained in the Progress 5chedule. � Baseline Start date • Baseline Fitzish Date � % Complete p Float • Activity Logic {dependencies) � Critical Path o Activities added or deleted � Expected Baseline Finish date � Variance to the Baseline Finish Date B. MonthIy Construction Status Report The Contractor submits a written status report (referred to as a progress narrative) at the end oi cach month ta accompany the Progress Schedule submittal, using the standard format provided in Speciiication Oa 32 153 Construction Project Schedule Progress Narrative. The content of the Construciion Project Schedulc Progress Narrative shouid be concise and complete to: � Reflect tl�e current status of the work %r the reporting period (including actual activities started andlor completed during the rep�rting period) � Explain variances from the baseline on critical path activities � Explain any potential schedule conflicts or delays o Describe recovery plans where appropriate • Provide a sumnnary forecast of the work to be achieved in the next repor�ing period. C. 5ubmittal Process CITY OF FORT WORTH L. NORTH3IDE DRIVE & COLD SPRINGS ROAD ROU[dDABOUT STANDARD SPECIFICATION 101584 Revised JULY 20, 2018 0032I5-0 GONSTRUCTION PROGRESS ��IIEDULE Page 9 of 10 � Schedules and Monthly Canstruction Status Reports are submitted in Buzzsaw foilowing the steps outlined in Specificatio� 00 32 15.4 Construction Project Schedc�le Submittal Parocess. � Once the project has been completed and Final Acceptance has been issued by t�e City, no further progress schedules or consttuction status reparts ar� required from the Contractor. 1.6 ACTION SUBMITTALS/INF�RMATIONAL SUBMITTALS [NOT USED� 1.7 CLOSEOUT SUSMITTALS [N�T USED] 1.� MAINTENANCE MATERIAL SUBMITTAL� [NOT USED] 1.9 QUALITY ASSURANCE A. The person preparing an,d revising the Contractor's Project Schedule shall be experienced in the preparation af schedules of similar complexity. B. Schedule and supporting documents addressed in this Specification shall be prepared, updated and revised to accurately reflect the performance of the Cantractvr's scape of work. C. The Contractor is responsiblc for tk�e quality of all suhmittals in this section meeting the standard of care for the construction industry for similar projec�s. L10 DELIVERY, STORAGE, AND HANDLING [NOT USED] l.11 FIELD [SITE� CONDITIONS [NOT USED) 1.12 WAI2RANTY [NOT USED] �.13 ATTACHMENTS Spec 00 32 15.1 Construction Project Schedule Baseline Example ,Spec 00 32 15.2 Construction Project Schedule Progress Example Spec OQ 32 15.3 Construciion Project Schedule Progress Narrative Spec 00 32 15.4 Construction Project Schedule Submittal Fracess PART 2 � PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION CITY OF FORT WOATH E. NORTHSIDE DRIVG & COL� 5E'RINGS ROAD ROiJI�lllABOIJT STANDARD SPF,CIFICATIOI� 101584 Revised J�JLY 20, 2U18 00 32 l5 - 0 COM3TRUCTION PROGRESS SCHEDULC Page 10 of 10 Revision Lag DATE NAME SUMMARY OF CHANGE 7uly 20, 201& M. Jarrell Initial Issue GITY OF FORT WORTH E. NORTHSIDC DRIVE & COI,D SPRIiVGS ROAD ROUIVDASpUT STANDACZD SPECIFICATION ]01584 Revised JULY 2Q Z018 00 32 15.1 - 0 CDNSTRUCTION PROGRESS SCH�DULE — BASELfi�Ik EXAMPLE Fage [ of 5 SECTION 00 32 1�.1 CONSTRUCTION PROJECT SCHEDULE — BASELINE EXAMPLE PART1- GENERAL The fallowing is an example of a Contractor's praject schedule that illustrates the data and expectation for schec�ule cantent depiciing iha baseline for the project. This version of the schedule is referred to as a"baseline" schedule. This exampie is intended to provide guidance for the Contractor when developing and submitting a haseline schedule. See CFW �pecificatian 00 32 15 Construciion Project Schedule for details and requirements regarding the Contractar's project schedule. CITY pF FORT WORTH E, NORTHSIDE DRIV�. & COLD SPRTNGS ROAD ROUNDABOItT STANDARD CONSTRUCTION SPECIFICA'I'ION DbCUMENTS 10i584 Revised IULY 20, 2018 00 32 1 S.1 - 0 CONSTRUCTION FROGR�55 3CHEDULE-- BASELINE EXAMPLE Page 2 of 5 � r' �M � �- � T G ev � � 5� fl w r_. 'G Q * R�'1. � � � � � �N* Y r1+�� ti! � � !� �f 1 d � r- � c � � �A � � F� � _.. �....... � �... . �'�. �.� K..... �.�... p,. ��.'"'"' �' """' � 1 1 � � � i . � . � '------- - - -------- �---"-'- """' 'w..... -••-•--- ------- ------ ------ -i..... --�-- - - - - i � � � .."'_'_'_4_"'_____"_�""""'_"___1____"_"_"_}""""" • _....:- ........:..... ..............�----------�•---•-•-•-.•••-- ---•----- . •. i i i i 7 I � ! ! !t'.._ . ....}._..------i----------i•-•-•-- ••--•f• i i ::...._. 7 i. i �.ai�v ,y�n s-i•� , o i i. ea�o 0 0� y e�i.r �;�I� � `� I � g u q � t8 ! 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NORTHST]�F LIRIVE & COLD SPRINGS KOA� ROUNDABOUT STANDARD CpNSTRUGTIpN SPECiFTCAT[ON TIOCUMEHTS 101584 Revised JULY 20, 2018 00 32 15.1 - 0 CONSTRUCTION PROGAGSS SC1I�DULE -- BAS�LIN� EXAMPI,E Page �F of 5 CITY OC FORT WQRTH E. NORTHSIDE DTt[VE & COLD SPRINGS ROAD ROUNDABOUT STANDARD CQNSTRUCTION 5P�CIFICATIdN DOCUMENTS 1015&4 Revised J�JLY 2D, 2Q18 00 32 is.� - o CDNSTRUCTION PROGRESS SCHEDUL� — BASELINE EXAMPLE Page 5 of 5 END OF SECTION Re�ision Log DATE NAME SUMMARY OF CHANGE July 20, 2Q18 M. JarreIl Initial Issue CITY OF FQRT WORTH E, NQRTH5II�E DRIV�: & C(7LD SPRINGS ROAll ROUhfDABQUT STANDARD C�NSTRUCTION SPECIFICATION DOCUMENTS ]O1584 Revised JULY 2Q, 2018 00 32 152 - 0 CONSTRUCTION PROGRESS SCFTEi7ULE — FROGRESS �XAMPLE Pagc I af 4 SECTION 00 3� 1�.� CONSTRUCTION PR03ECT SCHEDULE — PROGRESS EXAMPLE PART1- GENERAL The followin� is an example of a Contractor's project schedule that illustrates the data and expectation for schedule content depicting the pragress for the proj ect. This version of the schedule is r�ferred to as a"pragress" schedule. This example is intended to pravide guidance for the Contractor when developing and submitting a progress schedule. See CFW Specification 00 32 15 Construction Project Schedule for details and eequiremenis regarding the Contractor's project schedule. CITY OF FORT WORTH E. 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NORTH5IDE DRNE & COLD SPRINGS ROAD ROUNDABOUT STANDARD CONSTRilCTION SP�CIFICATIOiV DOGUMENTS 101584 Revised JULY 20, 2018 00 32 15.2 - 0 CQ�ISTRUCTION PROGRE55 SCI iF..bl1LE — PRaGRESS EXAMPLE Page 4 of 4 END QR SECT�ON Re�isian Lag DATE NAME SUMMARY OF CHANGE July 2fl, 20I8 M. Jarrel[ Initial Issue CITY OF FORT WORTH E. NORTI-IS1DL DR[VE & CdLD SPRINGS ROAll ROUI�lDABOU�' STANDAAD CONSTRUCTIDN SP�CIF'ICATION DpCUlvikii�ITS 101584 Re�ised 7iJLY 2Q 2018 00 32 15.3 - 0 — PROGR�SS NARRATIVE Page 1 of 1 SECTION fl0 3� 1�.3 CONSTRUCTION PROJECT SCHEDULE PROGRESS NARRATIVE Repor�ing Period: Dage Issued: Projec� F�ame: Comqany IVame: City Projec� FVo: �ngineer's ProjecY Wo: City Project Il�anager: �ngineer's Project f�lanager: �4, �is�i of activitiies accomplished in fhe repor#ing period. 1. 2. 3. 4. 5. 6. (insert text here) (insert text here) (insert text here) (insert text here) (insert text herej (insert text herej �3. l�ist ofi activities �o be 1. (insert text herej 2. (insert text here) 3. (insert text here) 4. (insert text here) 5. {insert text here) 6. finsert text herel hed in the nexf reloor�Encl period C. List any potential delays and provide mi�iga#ion acfiions 1. (insert text herej 2. (insert text herej 3. (insert text here) p. l�isf any actual delays and provide recovery aciions 1. (insert text herej 2. (insert text herej 3. (insert text here) City of Fort Worth, Texas Construction Project Scf�edule Narrative Report for CFW ProjeCCs TPW Official Release Qate: 7.20.2018 Page 1 af 1 E. iVORTHSIDE DRIVE & COLD SPRINGS ROAD ROUNDABOUT �01584 00 32 15.4 - 0 CONSTRUCTION PROGR F.SS SCH�DULC — SUBMITTAL PROCESS Page 1 of 7 sECT�oN oo �z ��.a CONSTRUCTION PROJECT SCHEDULE — SUBMITTAL PROCESS PART1- GENERAL The following infarmation provides the pz-ocess steps for the Contractor to follow for submitting a project baseline or progress schedule for a capital project to the City af Fort Worth. See CFW Specificatian 00 32 1S Construction Project Schedule for details and requirements regarding the Contractor's project schedule. If you are not a registered CFW Buzzsaw user, please email or contact: Fred Griffin, Buzzsaw Administrator City of �'art Worth Fred. Griffin@fortworthgov. org S 17-392-8868 Using your regi�tered username and password log into the City's Buzzsaw �ite httn4: 'rroi ec�nint.buzzsav� .com/client�tortwoi- �h�o � �;-�� __. �� 1 -� � � _-, _ , Y . . __ .. .� � , .. � �--. - .- .� . ��. .. .. � i.. �=- ..._ Navigate to your Project Folder. Verify that your Project ID and Praject Name are eonsistent with Praject Folder Name. Navigate to the Schedule Directory under your Project Folder. The 00701-F1�seed Drainage Improvements project is used for illustration. C1TY OF F'ORT WORTH L;. NORTHSIDE DRIVE & COLD SPRiNGS ROAD ROUNDABOUT STANDARD CONSTRUCTION SP�CIFICATION DOCUMENTS 1O15S4 Rcvised JULY 20, 2018 00 32 15.4 - 0 CONSTRUCTIpN PROGRESS SCHGDULE — SUBMITTAL PROCE55 Page 2 of 7 �ile Edit v_iew Tods nelp p � .. ; �,d3. �l �.:r , � p� � �� C�F��Y __ _ rI e�� , . i-3;_� ��.)]01-FlaxseedPrairtagelmprays� , �y _. � 81c! Forms � �' . ,+, �`]BidRespmses t. �j [onstructim ��' � cm�sultants �� I �j Cantraclar � Gqrrespon�nce s, �'] General CantractRacL,nenis and Sy , f� {� PfoycCtDfaN`klgs :+i - J p�lic h5eehngs � �J �+i - i AealProperty '1� � - 1 U4lities �� ,+` '�, 00705 -l)r4an ViNagas [entra4 C1uster S �.f�� 00765 -Urben SrUages CenVa1 tl�ster 5 . ��.r� .3 0070G -Urban 1fi8ages SE Cluster 6eny .+r� � OONG-UrbanV�iayesSEduster:dear� s �+i� '! 00T3Q-Sa�itarYSeveerRehabCentrac �� +] � ,� ^0755 -i•Iesqu�teAd 2004CN Year 1 [I. 3.i�� 007G8-Diii:sRoad-eryantirve�ho[ra ' �J � Q0778-ke6awCk�annel ��+J� t.�� ] OO�G-SLmm�rLTeekRSycamore5oh .J .� � 00787-GrankurYAoad-A4ta iesaWA ' '_ _ _ _---.. _ _ +]_M1Il�V%�F :� �� sSMw �� A#` I;r.l . . foMeu �. ir.�,: ;,ur�: ' �x i,[a '��IlSnia�leslndex.�ds FsedG7iffi ]6,384 htiaasoftE.rNIN... �iltil:� i' ' r.��51� I.�Ir � rih�l�� ri li IYi .i.i_J��Li i_=Ji'J1C�I:.:ifw-_lv�: IV9 �� Two files will be uploaded for each submittal. A native schedule file format either Primavera .xer or MS Project .mpp and a PDF version of the schedule will be uploaded Verify that the file name contains the 5-digit Project ID, Project Narne, and Submittal Date and follows the standard naming conventian. Initial schedule submittal will be labeled as `Baseline' for example: 00701-Fl�seedDrainageImprovements-Baseline Schedule submittal updates will be lab�led with Schedule SubmittaI Date `YYYY MM' for example: 00701-F�axseedDrainagelmprovements-2fl09_O 1 Expand or select the Schedules folder and add both the native file and PDF fle to the directory. From the Toolbar Select LJAdd Docume�at C1TY O[' FORT VVORTH E, NORTHSIbL'• DRIVG & COLD SPRINGS ROAb ROUNDAi30UT STANDARD CONSTRUCTIdN SPECIPICATION DOCUMENTS 101584 Revised JULY 20, 2018 00 32 15.4 - 0 CONSTRUCTION PROGRNSS 5CH�DUL� — SUBMITTAL PROCF.,SS Page 3 pf 7 rik E�L New to31z H�"+ � J ,m � .� �' f�5 ?� - r �r .�.11�ia+ ,4� � C� ��°x"� ��' �� ^ �n� e t{ { ��" ' �7 - Plw:=J�+ J��ce 1 .. Fotde�. � � �( LirAc 00701-��w_-:lDrairsage(i�n�n:M��r# r +iviit ��iH��i _i�e � T;�:. iiA t PaEder Bid Fmms �'I :'Schedules Index.xl5 • �} �� Ffin 16,�4 45. � �� i•!- 1yr � F'�Res�mnses i � CorfstrucSon � _] con,ultants � � Cantractar : �� CArrespondence . + ��GeneralCan�adDo[umer!gs,�;5.r.c . �,'j Vrajectl5rawinps � � � vublic Meetings � a � Real Froperty . - _�� i 5ched��'2sindex,xis r y LL ,, j i.(-ties kf � �-,� OC'#15 - Ur6an Villages Cenfral Llusfer Sixf +-(� �p�p5 - Urban Vllages Central quster 5oul i a 00%dG-�_IJ�ii �J.4�._� 1•J=u M1yi �.�. � �� OOi7G l�La:� � x,,yes F v4s[h I..r ?a� �''� + � 40730 • 1-n`r � {e 't� F_tvL-{'�ii�ra:kL} i y'] 00755-MesquifieRd2004CSPYear L;?1B' . L� 00758-{'.'k3ROdd-P+'}�r.j�.:i'ryy��}�ip E� . !"] 00778-LebuwChann�l �� oU785 � r�Nc Go.x w:�a�+�sn Sdxd r � ' ' � } t � ��t's'14 �P.W Select Browse and go to #he lacatian of the files on yaur desktop. Select Open 't+ iklM{ { bown�rats {�I,�?I� C�}�—� r� + ��at� 6M�i I iiilih_yyy� .� T � :�� -.- - � .,I �SaNctac5vl��{paAqWfi�VkN�1ti11FYu�Yq,l<i�ih�I+QRM�Dmiane51�5Ps�ee{nahn�r'i Idon�= � � I wrcalenc I rti�oMn I M1ktiif.. I So■ � I I. ... .� lix�: .. ��:: M Deskiaa * � C° i'n� ' } 1��1y0ou+ments 1�1�✓��I�stMindManagesPre7 � = MyComputer ��f+lu9imotesPlayer �k1'P�� w 'MyNefvvorkfPacee i.4ctive�Pra;ects ��'`�"�f 3 AdabeAcrabaF9Professional ^ 6oardingPass.pdf C J,ti ��x+nCOs&DWs ,�Gear7ypeTuning �� , 6urzsaw 2068 'y,F «ad R�[prd Edit PrD ��' � CH2M HILL VPF! �1 O'osSJ iRfS PMP E%dm Sim 7 1 ��Fie7s11a Client �! Gystai Repnris 2A08 � �3GoogleEartl� ,� 'OellQurckRefereneeG�de.pdf ��NPPholnsmartExpres5 �,� 6iskCefrsgmenkr �h ��i 3;YHPPhotasmart�remier �f FfeeSounc€itemrder �i HP Safudon Center �j�PreeSoundRecorder.exe ,�� ,. !�a5sconne[t ;Ii �apc,psecur�ty 1S"-�TR�e ,j'. 3une5 �-� I�gin.JGG �}htiao5okY5ioVersiun20021nsideOuteBook _�NeiMeeting � �%1 ��9tiW. F'%'J IIJM1`. � ^r:., fk�,Jl:xr IlJ�.�r•. F •� �]a�i =I Ca��[e� I The file will appear in the Buzzsaw Add to Project — Select Documents window Select Next. CITY OF kOAT WORTH E. NORTHSIDR DRiVE & COLD SYKINGS ROAD ROUNDABpUT STANDARD CONSTRUCTION SP�CIPICATION DOCUMENTS 101584 Reviscd JULY 20, 2018 00 32 15.4 - 0 CONSTRUCTION PROGR�55 SCHEDULE — SUBMITTAL PRQCESS Page 4 of 7 Do not select Finish at t�is time. � :� (� Sc-0ect�oc� venbs6o�ddtn�epro;ectv��h�irr '�a�„�..xe.,u.i,i iu_,C��.�ne,�E,eo-� f+H.�iu�til ' ... irr:se,..... , ...._ ... �3i�ct l.._.:.,�1_..... ......_� ) uocunica;€ f—__,_ -_ i P�PL�nE I='* i.�:�lUw} I awU�F... I �.�=d I �LLLr,h Wm,.�}k Y " .... . _ ____ - . . . .. _ !'-'7-��mQlflaxSEed��aytlRRa��n•:^^•� :S:l'a Jvl�Kei C'��`:c�cln[3a�C . It7ji.. ?i�256 I - - � 5enicme� I I.s4�-�+' 3+ ��[ I I�� I' I � rt,� � I F��,al5 � rnn�i � —.r.}�. .I You will be placed into the Attach Comment window to enter a record inio the Project Schedule Submittal Log. Enter the Project ID-Project Name-Submittal in the Suhject Line. Type 5ubmittal and Company Name inia the Comment window along with Contact Name and Contact Phone Nuimber. Select 1Ve�t. S'zI� t3"'i o�, .,..i,stae�unlerN'�`yrxri�r.da�_�y�ln�u�=h::11?=._�3d�,�i�l�-+I�.:l.=dLd:y=SJet'. � "Piu'.kc3iS�.4'�;��.i}3� ;i �.�� r ^ �^;^rents � �� {GI•YIIYI� "� I I_5.' L�l.l::�l�ll •�rRltnf'II f y��:i��lrfiY I . � I 9 . I n I / I li J�n I I` r. I„� = I tY� � I � I J sera �mal I �h,f�:.ulfeni � � � � . _ a . ,_ � _ � _:wy�_._� I90A11-F3a�eed[?ramageImprovements�ase'-te _... ....... .......... _, ... . — — '�3aseitne Srheaule Stfomittal koni'Campanyl+53me' ��. dact [daree .- -iGactPhone I� Vpdate Schedule �abnnttal from'CompanY Name farveorkgerfwmed up ta ]anuary 81, 2004 i::ontactl�Ear.:e Contaet Phone� i�—I [�s{ . C1TY pF FpRT WORTH STANDARD CONSTRUCTION SPECIFICATIOI�f DOCUMENT3 Revised JULY 20, 2018 � I ��_ I � 1 E. NORTHSIDE DRIVE & COLD SPRINGS ROAD ROUNDABOUT 1Q1584 00 32 15.4 - 0 CONSTIiUC7"ION PAOGRESS 3CHEDULE — SUBMITTAL PROCESS Page 5 of 7 You will be placed inta the Send Email Notification window. Select To and the Select Recigien�s window will appear with a list of Praject Contacts. Select the Project Managee as the To Recipient and the Project Controls Group as the Copy Recipient. � - � ��.�m�e� LwiiJ I-ii�in �r�l �r. ��. �� I � � � :kssbr S�x 4 ;N.1Cr ;ro•� = �T�. I �"�w�ii.�� i.in�i i i."`_" " ' ' ' ' _ � �� --, � I � I I I�I �lal � �� I i I i ,� li i�i4�l I �.a II. �I .�� I� .. . ��. _i ,� � TreYS[,.' T... 5�.. C� ... We... Pr[5., TYovJH... T... ]..� ]ac... Fle,.. TrUVW�.. T W,.. Tn 121... U.B. N V... H. . g d... oie t+r0�., Vnndnl... V... T... CF... ?/)... i Wornr.., Nr F,.. �.F�.; �/5. , � alrN mc... •i�5. Vicrma ... V... K... �~ xls... wnea... w... r... ��n... ric... r.[. � WenAY..� Sv... c.., Ct... -el�.., ur... LN�9 bn� _.. W��N [�... CH... Ik... . -In��i ... .... t... Mir... Ne... �. I � "•1�., 7�.. C�... f4i��. Ln.. L�e ... Y... P... P9I ]3/... XedrF... X�., a... N�: �. Ht... clu.., roneJaS... M... M... No... ..-:�P AiiGie .�. l�.�. N. � CW... 1/8... ..F Fr@RGY... F... 9... CF . fi]... 91l... i1i�:1 nmSeCt... ... � .�. �v... s._ 5_ ..sa,.. :rr... r„e. �� . .�� . i �.'� - ••'�`-- u. . �� . �� i �� +,�il- .. I �.,�'..�'rd�rti� I � �kf-y«rI�J..wwi�..�. � I I -- � � —��"!� � ."_!'t.'. . � Select the Paste Corrament button to copy the Comment into the body of the email Selcct Finish. CITY OP PORT WORTH E. I�lORTHSIDE DRNE & COLD SPRINGS ROAD RQUNDABDUT STANDARI3 CONSTRUCTION SP�CIFICATI�N i�OCUMENTS l O15S4 Revised JULY 2D, 2018 00 32 15.4 - 0 CONSTRUCTION PROGRESS SCHGDULE — SUBMTTTAL PRqCESS Page b of 7 � �� Sendema�Lr,aJ:erp-jecYm=-�:�r��a�€y'rc�u�henoF�nes�aau�tedl'.les.ilnss;t�is+�pti��ai � �n�=-snnrumPnts A I'3:''� { }qu ��i� Iti 7 5�i,� E�h ad ilnkdv.nl ion I4 � i...._._Pie�:i'ai'�I�7r .�I _ -. __...__ __._. .J.' i . I.�I "..l_�_I �_I In,,, I�redGriffin {:,,, I^rojectCantrolsi_am . — . -_ _ . . _ __ .._ . — _ .. � I - - - -- ---` ------ —__._._. -___ _— _ �- .__.. oA.. __.... _ .. ...� �u.,.._. _....__.__......_.. ............................... _.� S�L�c:; I ��7r]1-F�a�cseedOraa�ageimprovemertlsBase'ne 13ase'�se Schedule Subnnttt�tt frnm'eompany�iame' �untact Name I;oniacY Wu3ne l� � ��pJate Sr}�edule au6mliEal from'Company Name` fnr yerk performed up to ]anuary 31, 20�4 ' �,,.{��ti+Iame � .a�'tacE FV�art�e I t�e�4 � I �n�� C��CxI � Fwp � The schedule file is uploaded to the direcYory. An email is sent to the City's Froject Manager and Project Control Specialist. [� €a� 5��,� r� !� i�l �� ' �_ .. i� 6siwn�ih -- {I � :s�f �I �..�.� I � i� I I ��+ � : ado _I � �� ,� �.5 }�i �1 i,{ �� s]` • .ir � f;l' � �ov - � rahMn � ' � .... . .---' —.._.._... . � i j uo7o1-FaxseedOraa+agelmproveme. i i�:.'= � s r.r <- ��.p= � r��.r=•�i • J. &EFW�1S - i..hp.4he�[�.Ivy.�a� FredGrifRn 16.Sea �6ernsoRe�udw... ��iJm� 5. • _A �"�e`Q01�s �1r'��'7�}�'��J� AidileNan... F4,259 IIERFIe !/9�Zpl9 9:1+ - _1 Cauhuc4on ' . l ConpAfants i Cun3azior � CmresP�tknce �� :en dtantraciPo�un�entsand5ped "1 aro3eEt1 �ans� _� w�h4cMeed�gs � J Re�Prqn'ry �'. � �� J qpRllfla�seedoraomgeLryxovem ��; �r;udulesEndez.nis J auane� +`� QQ7p5 - W6an WHyes Central CfusLer S1z F +:. �7 00705-I1�banY�ayesCmValChaLerSvul �r.' �] E10706-fh6mlY�BagesSECY�ster8ercY-Rn i+a � F]ON6-11�n�h4ages5ECiusterkearEas �+�'�i 007.�}-SmaYuySzwzrReF�hContractUt �r� � 0�755-Idesq�dteRdiQOiCIPYear1(pes +�� 00768-G'aksRoad-�yaaitU�nNRen6� �.� � ��_«�� , , . ::. Upload the PDF file using the same guideline. END OF SECTION C1TY OP FORT WORTH E. T�lORTH5IDE DR1VE & COLD SPRINGS ROAD ROUiVDABOUT STAi+]DARD CONSTRUCTIOA! SP�C1F[CATIOA! DOCUM�[�TS 101584 Revised 7ULY 20, 2018 00 32 15.4 - 0 CONSTRUCTION PROGRESS SCHEDUL� — SUBMITTAL PROC�B� Page 7 of 7 Rcvision Lng DATE NAME SUMMARY OF CHANGE July 20, 2018 M. Jarrell Initial Issue CI'TY OP PORT WORTH L;. I�lORTHSI�E DRIVE & COLD SPRINGS ROAD ROUNDABpUT STANDAItb CONSTRUCTION SPEC]FiCATION DOCUM�NTS 101584 Rcvised JULY 20, 2018 00 35 13 CO3�lPLICT OP INFCRGS'1' AFi�1DAV1T Pagc ] oT I sEcT1oN oo �s i3 CONFLICT OF INTEREST STATEMENT �acli bidder, offeror or respondent to a City of Foi�t Worth procurement is required ta complete a Conflict of Interesf Questionnaire or certify that oj�e is current and o�� file tir+ith the City Secretary's Offce pursuant ta state law. If a member of the Fort Wortl� City Council, any one or more of the City Manager or Assistant City Managers, or an agei�t of the City who exercises discretion in the planning, recommendi�lg, selecting or contracting with a bidde�•, offer•or or respondent is aftiliated with your ca�a�pany, the�1 a Loca� Government Officer Conflicts Disclosure Statement (C1S) may be req�ired. You are urged to consult witl� cau�lsel regarding the applicability of these forms and Local Go�er�iment Code Chapter i 76 to your company. The reFerenced farins rr�ay be downloaded from #he links provided below. l�Tt}�s://www.etllics.state.tx.uslc�ata/fo��ms/cozlflict/C1Q. pdf h ttps:/h�ww.eth i cs, state.tx.0 s/d ata/forms/conf7 i ct/C I S. pci f 0 CIQ Farm is or� �ile with City Secreta�y 0 0 � 0 CIQ Farm is bei�ig provided to the City Secretary ClS Form cloes not apply CIS Form is on File with City Secretary CIS Form is bei»g provided to the City Secretary BIDDER: Rayes Group ztd. Compai�y 1520 Parke3• Road Address Grand Prairie, TX 75050 City/State/Zip gy; Marcos G. Reyes Ple rint} Signature: Title: Pi'eside��t (Ylease P�•int) END 4F SECTION CI'1'Y OF FORT WORTH E. NORTHSIDE DR1VE & COLD SPRIIVGS ROAll ROUNllABpU"1' STANDARD CONSTRUC'I'iON SI'�CIFICATIOIV DOCUML;NTS I O158�4 Re��ised February 24, 2020 00 4i 00 BID FORM Page 1 ot 3 s�crioN oo a� ao BID FORM TO: 7he Purchasing Manager c/o: The Purchasing Division 200 Texas Street Fort Worth, Texas 76102 FO�i: E. NORTHSIDE DRIV� & COLD SPRINGS RQAD ROUNDABOUT City Project No.: 10i 5$4 Units/Sections: Unit I: Water Improvements Unit Il: Paving and Drainage Improvements 1. €nter Into Agreement The undersigned Bidder proposes and agrees, if #his Bid is accepted, to enter into an Agreement with City in the form included in the Bidding Documents to �erform and furnish all Work as specified or indicated in #he Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDD�Fi Acknawledgements and Certification 2.1. In submi#ting #his Bid, Bidder accepfs all of t�e terrr�s and candi#ions af the iNVITATION TO BIDDERS and 1NSTRUCTIONS TO BIDDERS, including without limitation those dealing wifh the disposition of Bid Bond. 2.2. Bidder is aware o# all costs to provide the required insurance, will do so pending contract award, and will provide a �alid insurance cer�ificate meeting all requirements within 14 days af notification af award. 2.3. Bidder ce�tifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any ather Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrai� from bidding. 2.6. Bidder has not engaged in corrupt, #raudulent, callusive, or coerci�e practices in competing for t�e Contract. For the purposes of this Paragraph: a. "corrupt practice" means the offering, giving, receiving, or soiiciting af any thing of value likely to influence the action of a public officia! in the bidding process. b. "fraudulent practice" means an intentional misrepresentation of facts made (a} to influence the bidding process to the detriment of City (b) to establish Bid prices at artificial non-competitive levels, or (c) to depri�e Cify af the benefits of free and open campetition. c. °collusive practice" means a sch�me or arrangement E�etween two or rr►ore Bidders, with or without the knawledge of City, a purpose of which is to establish Bid prices at artificial, non-competi#ive IeveEs. d. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their properfy to influence their participation in the bidding process or affect the sxecution of the Contract. CITY OF FORT WORFH STANDARD CONSFRUCTION SPECIFICATIDN DOCUMENTS �. NORTHSID� DRlV� CQLD SPAINGS ROAD ROUNDABOUT Form Revised March 9, 2020 101584 00 41 00 BID FORM Page 2 of 3 3. Prequalification The Bidder acknowledges that the following work fypes must be performed only by p�equalified contractors and subcontractors: a. Water Distribution, Urban and Renewal, 8-inch diameter and smaller b. Concrete Paving ConstruciionlReconstruction {LESS THAN 15,000 square yards} c. Roadway and i'edestrian Lighting d. 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 180 working days after the date wher� the ihe Contract Time commences to run as pro�ided in Paragraph 2.03 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work {and/or achievement of Milestones} within the times spec�fied in t�e Agreement. 5. Rttached to this Bid The following docum�nts are aitached ta and made a part of this Bicl: a. �fhis Bid Form, Section 0041 00 b. Required 8id Bond, Section 00 43 13 issued by a surety meeting the requirements af Paragraph 5.01 of the General Conditians. c. Proposal Form, Section 00 42 43 d. Vendor Compliance to 5tate Law Non Resident BidcEer, S�ctian O6 43 37 e. MWB� Forms {optional at time of bid) f. Prequalification S#atement, 5ection 00 45 12 g. Conflicf of Interest Statement, Section 00 35 13 �If necessary, CIQ or GIS forms are to be provided directly to City Secretary h. Any additional clocuments that may be requirecE by Sectian 12 of the Instructions to Bidders 6. Yotal �id Arnount 6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided below, please enter the toial bid amount for this project. �nly this figure will be read publiciy by the City ai the bid opening. ` 6.2. It is ur�derstood and agreed by the Bidder in signing this proposal that the total bitE amount entered t�elow is subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. f.3. Tota! Bid 7. �id Submittal CITYOF FORT WORTFt STANDARD CONSTRUCTION SPECIFiCATION C]QCUMENTS E. NORTHSIDE ORIVE COLD SPRIiVGS ROAD AOUN6ABOUT Form Ravised March 9, 2p20 101584 00 41 00 BID FORM Page 3 of 3 This E3id is submitted on Respec�y iited, � _� . By: (Signatu Marcos G. Re�es (Printed Name) by the entity named befow. Receipt is acknowledged of the Initial following Addenda: Addendum No. 1: Addendum Na. 2: Addendum No. 3: Addendum No. 4: Title: President Company: Reyes Group Ltd. Address: 1520 Parker Road Grand Prairie, TX 75050 State of Incorporation: Illinois Email: ,.�ar�.,.,��..,, __ Phone: 214-260-3535 �1�� O� S�C�"ION CITY OF FORT WORTH STAN�ARD CONSTRUCTION SPEClFIGATION DOCUMENTS Form Revised iNarch 9, 2020 l' ��'"�, _r_r 21 Corporate SeaL � � 1 � S � 7 � � � � J � � �.-� " �,�t �. NORTHSIbE bRIV� COLD SPFtINGS ROAD HOUNDABOUT 101584 00 42 43 BI� PROPOSAL Page t of 3 SECTION 00 42 43 PROPOSALFORM �INI� PRIC� �I� �IC�C��i''S /��ll��'�I��i Projcct itc�n InTornialion I�idder's Proposal Bidlist Item Specification Uni[ of Bid �o QescriptioEi Secliou No. Measure Quantily U��i[ Price 13id Value lEnit I: Water Fmprovements 1 0241.i302 Remove 6" Water Vafve �2 4i 14 EA 1 $914.00 $914.00 2 0241.1510 Salvage Fire Hydrant 02 4i 14 EA � $1,374.50 $1,374.5D 3 0241.1512 Salvage 7" W ater Meaer 02 41 14 EA 1 $1,374.50 $1,374.50 � 3305.a109 Trench Safety far Water Lines 33 05 10 �.F 5 $1.50 $7.50 5 3305.0111 Valve Box Adjusfinent 33 05 �4 EA 1 $285.00 $285.00 6 3311.0141 6" Water Pipe (Fire F{ydranf Lead Line) 33 11 i0, �� 331112 $1,086.50 $5,432.50 7 3312.0001 Fire Hydrant 33 12 40 EA i $5,630.50 $5,630.50 8 3312.2001 i" Water 5ervice, Meter Reconnection 33 12 1p EA i $410.00 $410.00 9 3312.20D3 1" Water 5ervice 33 12 10 EA 1 $2,64fi.00 $2,646.00 1D 3312.20a4 1" Private Wafer 5eroice 33 12 10 LF 20 $105.50 $2,110.00 11 33f2.3002 6" Gaie Valve 33 12 20 EA 1 $2,620.50 $2,620.50 12 9999.0001 8" x 6" Cut-In Anchor Tee �3 11 1 i' EA 1 331112 $5,560.00 $5,560.D0 Unit I; Water Improvements Suhtotal $28,365.00 Unit II: Pa�ing and Drainage Improvements 13 0171.0101 Consfruction Staking 01 71 23 LS 1 $33,468.50 $33,468.50 14 024�.1000 Remp�e Conc Pvmt 0241 i5 SY 6897 $7.D0 $48,279.00 15 0241.1100 Remove Asphalt Pvmt 02 41 15 5Y 3463 $3.00 $10,389.00 16 02�1.9300 Remo�e Conc Curb&Gutter 02 41 15 LF 1679 $7.50 $12,592.50 17 0241.3015 Remove 24" Storm Line 02 4� 14 LF �0 $41.00 $410.00 18 02A1.4203 Remove 6' Drop Inlet 02 41 14 EA 2 $1,567.00 $3,134.00 19 2605.3014 2" CONDT RM (Riser) 26 05 33 LF 60 $29.50 $1,770.00 20 26D5.3015 2" CONDT PVC SCN 80 (7) 28 05 33 LF 7745 $22.00 $38,390.00 21 2605.3033 4" CONDT PVC SCH 8Q (T) 2fi 05 33 LF 132 $32.00 $4,224.00 22 3123.0109 Unclassified Excavation by Plan 31 23 16 CY 5185 $17.00 $88,145.00 23 3124,0101 Embankment by Plan 31 24 00 CY 969 $11.00 $1D,659.00 2�} 3125.01p1 SWPPP >_ 1 acre 31 25 00 L5 i $6,930.50 $6,930.50 25 3291.0113 8" Flexibie Base, Type A, GR-1 32 11 23 5Y 938� $17.00 $159,511A0 26 3213.0106 11" Conc Pvmt 32 13 13 SY 75$0 $94.00 $712,520.00 27 3213.0301 4" Conc Sidewalk 32 13 20 SF 7706 $4.50 $34,677.00 28 3213.0503 Barrier Free Ramp, 7ype M-1 32 i3 20 EA 6 $2,892.50 $17,355.00 29 3213.6510 Barrier Free Ramp, Type C-3 32 13 20 EA 2 $3,143.00 $6,286.D0 30 3216.0101 6" Conc Curb and Cutter 32 16 �3 LF 2604 $3i.OQ $80,724.00 31 9999.0002 lntegral Colored and Broom Fnished 11" 03 35 13, SY 481 ConcreteTruckApron 32 i3 13 $124.54 $59,884.50 9999.0003 Infegral ColoredlTextured 4" Concrete 03 35 13, 32 Median 321313 SY 880 $qg.00 $43,12p.00 33 9999.OD05 Monlithic Noses, 5plitter Island 32 13 13 EA 9 $i,535.50 $13,819.56 34 9999.00D6 3" Mountable Curb 32 13 13 LF 360 $25.50 $9,180.OQ 35 9999.0007 6" Concrete Truc�C Apron Curb 32 13 13 LF 354 $30.00 $1Q620.00 9999.0008 Temporary Pavement (5" Asphalt and 6" 02 4� 15, 36 Flexible gase Including Removal) 32 11 23, SY 4255 32 12 �6 $55.00 $234,025.00 37 3217.OD01 4" SLD Pvmt Markir�g HAS (W} 32 17 23 LF 1438 $1.50 $2,i57.00 3$ 3217.0002 4" SL� Pvmt Marking NA5 (Y) 32 97 23 L.F 3276 $1.00 $3,276.00 39 3277.0003 4" BRK Pvmt Marking HAS (W) 32 17 23 LF 399 $2.00 $798.00 CITI' OF FORT WOR'I'H S7'AN�ARb CONSTRUCTION SPEC[FICATION DOC:UMGN7'S L. i�fOR17�IS1DL DI{IVC COL➢ SPRIA'GS ROAD ROUP+SDABOUT FonnReviseJ 20]?0120 1015Rd UO 42 43 I316 YROYOSAL Page 2 of 3 SECTION 00 �2 43 PROPOSALFORM �IfVIT I�RlC� �I� �idd�r`� Application Projec[ I[em hifonnation I3idclers Proposal Qidlist llent Description Specifica[io�t Unif of �«� Unil Price Bid Value 1Vo. Seclion IYo. Measure Qicaittity 4D 3217.0201 8" SLD Pvmt Marking HAS (W} 32 f723 LF 246 $4.00 $984.00 41 3217.0202 8" SLD P�mt Marking HA5 {Y) 32 1723 LF 269 $4.00 $1,076.00 42 3217.0501 24" SLD I'vmt Marking HAE (W) 32 17 23 LF 250 $20.00 $5,000.00 43 3217.1002 Lane Legend Arrow 32 17 23 �A 2 $307.00 $614.00 44 3217.1003 Lane Legend DBL Arrow 32 17 23 EA 12 $497.50 $5,970.00 45 3217.10�4 Lane Legend YIELD 32 17 23 LF 6 $365.p0 $2,190.00 46 32i7.2102 REFL Raised Marker TY I-C 32 17 23 EA 35 $10.00 $350.00 47 32i7.2103 REFl. Fiaised Marker TY II-A-A 32 17 23 EA 75 $10.00 $750.00 48 9999.0009 8" BFiK I'vmi Marking HAS (W) 33 17 23 LF 170 $4.00 $680.00 49 9999.0010 18" DOT Pvmt Markir�g HAE (W} 32 i7 23 EA 77 $13.50 $1,039.5D 5p 9999.0011 2' Diameter Contrast Circle 32 17 23 EA 4 $166.00 $664.00 51 3291.0100 Topsoil 32 91 19 CY i318 $58.OD $76,444.00 52 3292.0�00 Block Sod Placement 32 92 13 5Y 958 $5.00 $4,790.00 53 3292.050D 5aeding, Soil Retention Blanket 32 92 13 SY 6949 $2.50 $17,372.50 54 3305.0109 Trench Safety for Storm Drains 33 05 1 p LF 21 S $2.50 $545.D0 55 3341.0201 21" RCP, Class 116 33 41 10 LF 147 $1 �9.00 $17,493.00 56 3341.0205 24" ACP, Class 111 33 4t �0 LF 71 $104.00 $7,384.00 57 3349.5D01 10' Curb Inlet 33 49 20 EA 2 $11,287.50 $22,575.00 58 3349.7001 4' Drop Infet 33 49 20 EA 1 $10,427.00 $10,421.00 59 3441.4003 Furnish/lnstall Alum Sign Ground iVlount City 34 41 30 EA 55 Std. $611.00 $33,605.00 60 3441.4108 Remove Si�n Panel and Posl 34 41 30 EA 5 $386.00 $1,930.00 61 3441.1405 NO 2 Insulated Elec Condr 34 41 AO �F 315 $4.00 $1,260.00 62 3441.1409 NO 8 Insulated Eiec Condr 34 41 10 LF 6475 $2.00 $12,950.00 63 3441.1502 Ground Box Type B, wlAprar� 34 41 10 EA 15 $1,158.00 $17,370A0 64 3441.1645 Furnishllnstall Type 33A Arm 34 41 20 EA 13 $489.00 $6,357.D0 65 3441.1772 Furnish/lnstall 240-480 Volt Single Phase 34 47 20 �A 1 Transocket Metered Pedestal $7,719.Op $7,719.00 �� 3441.3051 Furnish/lnstall LED Lighting Ffxture 34 41 20 EA 15 (137 watt ATB2 Cobra Head) $791.00 $11,865.00 67 34�41.3302 Rdwy Illum Foundation iY 3,5,6, and $ 34 41 20 �A 90 $1,865.50 $18,655.00 68 344i.3352 Furnish/lnstall Fidway Illum TY 98 Pole 34 41 20 EA i0 $2,510.00 $25,100.Oq 69 3�441.3411 Reconnect Conduc#or 34 41 20 �A 3 $161.00 $483.00 70 3441.35�1 Salvage Street �.ight Pole 34 41 20 EA 4 $772.00 $3,088.00 71 9999.0012 5alvage Si►eei Light Luminaire 34 41 2D EA 2 $199.50 $399.00 72 9999.0013 5alvage 5treef Light Arm and Luminaire 34 41 20 EA 2 $283.Oa $5B6.Oa 73 9999.0014 Remove Overhead Street Light Conductor 34 41 20 L� 1470 $2.50 $3,675.00 74 9999.0015 Subsurface Grade/Compact PLANS 5Y 368 $28.00 $9,568.00 75 9999.0016 Weed �abric PLANS 5Y 368 $4.00 $�,472.Q0 76 9999.0017 12" Concrete Mow Strip PLANS CY 9 $1,019.Op $9,171.00 77 9999.d018 Crushed Lirnestone (2" Depth} PLANS SY 368 $26.00 $9,568.00 78 9999.0019 Decomposed Granite (3" Depth) PLANS SY 368 $37.50 $13,800.00 79 9999.0020 Boulder (4'x4'} PLANS EA 8 $808.00 $6,464.00 80 3471.0001 Traffic Conlrol 34 71 i3 MO 9 $5,497.p0 $49,473.00 81 9999.0021 Tree Protection Fence PLANS �F 230 $6.50 $1,495.00 82 9999.0022 Construciion Allowance OD 73 00 LS 1 $�50,OQ0.00 $150,OOOAO Unit II: Paving and Draina e Subtotal $2,218,719.50 crrY or roK�r woxri i 57'ANUAR6 CONSTRUC.'TION SPLCIPfCA'I'10� UOC'UA9ENTS E. NOR�'HSII]f DRI Vl COL� SP2INC5 ROAu RDUNDABOUT Fonn Revised 2612U i 2l1 I U 1584 00 42 A3 BID PROPOSAL P�@e 3 oF 3 SECTION 00 42 43 PROF'05AL FORM U�IIT P�l�E �l� �idd�r'� Application Projccl ]lem luforma[ion T3iddcrs Proposal I3idlisi Item Descriplion Specification Uuit of Bid Unit Pi-ice Bid Value No. Section No. Measure Quanlity 8id Summary Unit I: Water Im rovements $28,365.00 Unit II: Pavin and Draina e Improvements $2,218,i19.50 Total Bid $2,247,Q$4.50 r�vn or src��oN CI"I'Y OI� InR'I' 1YOR'fli STANDAItD CONSTRLiGTION SPF.CIFICAT[ON U(H.l1A1CN1'S li. NOIL"f1iS3DG DRiVE WLD SPRINGS ROAD RDl]NPAT30l1T Fonn Revised 26120120 ]OISR4 S�CiIOf� 00 �3 73 BID BOND KR�OF� A�L BY �'��, �R�S�i�T�: That we, Reyes Group, Ltd, , E<nown as "Bidder" herein and Tra�efers Casualty and Surety Company �f America a corporate surety duly authorized fa do busi�ess in the State of Texas, known as "Suret�' herein, are held and firmly bound unto the City of Fort Warth, a municipak corporation created pursuanf to the Eaws af Texas, knouvn as "City" herein, in the penal sum of firre percent (5°/fl) of Bidder's maximum �fd price, in lav�rful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the payrr�enfi of which surr� w�ll ar�d truly ta be made, �nre bind aurseiv�s, our heirs, executors, admir�istrators, successors ancf assigns, jointiy and severally, firmly by these presents. WHEREAS, the Principaf ha� submitted a faid or proposal to perform Work for the following project designated as E. NORTHSfDE DRIVE & COL� SPRINGS ROAD ROUNDABOUT lVOW, THEREFflRE, the condition of tF�is obligation is such that if the City sF�afl award the Cnntract for the foregoing project to the Principai, ar�d the Principal shail satisfy all requirements and conditions required far the executian of the Contract and shall enter into the Cor�tract in writing with t�e City in accardance uvith the terms of such same, ther� this obligatiort shall be and become null and �oid. If, hnwever, the Principal fails to execute such Contrack in ac�ordance with ti�e terms o# same or fails to satisfy all requirements and conditions required #or the execution o� th� Corttract, t#�is bond shall become the prope�ty of the City, witho�t recourse of the Principaf andlar Sureiy, not #o exeeed the penalty hereof, and shall be used ta compensate City for tha differenca between Principal's total bi� amaunt and the next s�lected bidder's total bid amount. PRDVIDED FURTHER, thafi if any I�gal action f�e filed on this Bond, venue shall lie in Tarrant County, Tsxas or the Unitad 5tates Diskrict Couri for the Northern District of Texas, �ort Worth Di�rision. fN WITNESS WHEREOF, the Principal and the 5urety ha�e SIGNED and SEALED this instrument by duly a�fho�'ized agents and officers on this the 22r�d day af Ocfober , 202A. ATTEST: �/ � c.� — - -- ---- — Witr�ess as t rincipal � _ , -�_� � ., * - ';r F -+ � . , � :� � �� .� � �� +��. � � � �� ti - �.. --r � � `.�.�l•r PRINC[PAL: Reyes Group, Ltd. BY: rgnatur .� !� ��Re.�s �. �� . Ck�a��C Nar�e�and Title Address: 1520 Parker Road Grar�d Prairie, TX 7�05p � SURETY: Travelers Casualt and Sure# Com an of America W itness as #o Attach Power of Attorr�ey {Surety) for Attorney-in-Fact ` �� - ��, .. Lucianne Bischoff, Atiorney in Fact Name and Titfe Address: On� Tow�r Sqsaare Hartford, CT 0�183 Teiephone Nurnber: {800} 747-3719 *Note: If sign�d by an o�cer of the Surety Compar�y, there musi be on file a certifiec{ �xfiract frorn the by laws showing that th�s person has autharity to sign such obligation. If Surety's physical address is different fram its mailing address, both rr�ust b� provided. The date of the bor�d shal{ rtat be priar to the date tha Cantract is awarded. END OF SECTION Yradet�rs Gas�al�r a�d ��re�y Company of ,America ----� � Traveters C�sr�alty and ��r��y Gompan� ��;��„�� I ��. �aui Fire an�1 F�Jarine gnsu�a�+ce Company POWER OF ATTORNEY F411pW ALL MEN BY THE&E PFlESElVTS: That "fravelers Casualty and Surety Campany of Amarica, Travelers Casualty and Sur�iy Company, and Si_ Pauf Fire and Marine Insurance Company are corpora#ions duly orga»lzed under the laws of fhe 5tate oi Connecticut (herein collectivefy called !he "Companies"), and thaf the CorrEpanies do hereby make, constituie and appoint LUC#pNN� BISCFEOFF of SCFfRUM8Ut2G , iilinois , their true and lawful Attarney-in-Fact to sign, ezecute, seal and acknowledge any and all bonds, recognizances, conditional unclertakings and other writings obligatory in the nature thereof on behaff of the Companies in their business af guaranteeing the fid�lity nf persons, guaranteeing the performance of eontracts and executing or guaranteeing bonds ancf undertakings required or permiYted in any actions vr proceedings allowed by ]aw. 1N WITNESS WHEREOF, the Companies have caused this instrument to be signed, and their corporate seals to be hereto afiixed, this i7th day af January, 2D1 S. ��.. � �F , -- �;P�YYA,y�sG ,�ry ql�,�'�.�tP�� c° }L•,si7FORD, 9K �`� �. ��'��£ y� CO:.N. hr � � ��+yi3� �...,� � �[ ,�ar+ '�a¢ Hyd� � r� �� . � .� J ;" n l�t� i! State of Connecticut City of Martford ss. By: Robert L. Rane , enior Vice President On this the 17th d�y of January, 2Q19, befare r�te petsonally eppeared i�'obert �. Raney, wfin acknowledged himself to he the Senior Vice President of Tra�elers Casualty and 5urety Company of Amarica, Tra�elers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company, and that he, as sueh, being auti�orized so to do, executad the faregoing instrument for the purpases therein cantained by signing on beheEf o� said Companias by himself as a duly au#horized officer. IN W iTNESS WiiEREDF, I hereunta set my hand and officiai seal My Commission expires the 34th day of June, 2p21 ��'siP�P Np��. ttaTHtiv '�] � .____-.. j /�i� �� {r .�i� �"�� Anna P. Nowik, Notary Public ��,:;!�� Thls Power of Attorney is granted under and by the authority of the fallawing resolutions adapted by the Boards of Directors of Travelers Casualty and Surely Company of America, Travelers Casuaify and Surety Company, and Si. Paul Fire and Marine Insurance Company, which resolutions sre now in fu!] force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any �xecutive �ce President, any Seniar Vice i'resident, any Vice President, any 8econd Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attornays-in-Fact and P,gents to act for and on behaEf of the Company and may give such appaintee such a�thority as his ar her certifiaate af authority may �rescribe to sign u�th the Cnmpany's narrze and seai with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obfigatory in the nature of a bond, recflgnizance, or conditional undertaking, and any of sand oiflcers or the Board of Directors at any time may remove any such appointee and revoke the power given him nr her; and it is FURTH�f2 R�50LV�U, that the Chairirran, tha President, any Vice Chairmar�, any Executive Vice President, any Seninr Vice President or any Vice President may delegate all or any part of the foregoing authori#y to one or more officers or employees of this Company, provided that eaeh such delsgation is in writing and a eopy ihereof is filed in #he office nf tha 5ecretary; and it is FIfRTFlER RESQLVED, that any bond, recognizance, cantract of indemnity, or writir�g obligatory in the nature of a�ond, recognizance, or conditional undertaking sha11 be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Seaond Vice F'resident, t�re Treasurer, any Assistant Treasurer, the Corporate Seeretary or any Assistant Secretary and duly attestec[ and seaied with the Company's sea] by a S�cretary or Assistant Secretary; or (b} duly �xecuted (under seal, if requ9rec!} by one or more Attorneys-in-Fad and Agents pursuant to the power prescribed in Mis ot her certiFcate ar their certificates oF aufhoriFy or by one or more Company offcers pursvant io a written delegation of authariiy; and it 9s FURTWEI2 RESDLVEb, that the signature of each of the foilowing afficers: Presiden#, any E.xecutive Vice President, any Seniar Uce President, any �ce President, any Assistant Vice Prasident, any Secretary, any AssisEant 5ecretary, and the seal af the Cornpany may be a�xed by facsimile to any Power of Attorney ar to any cer#ificate reiating thereto appninting Resident Viae Presidents, Resident Assistant Secretaries or At#orneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obliga�ory in the nature thereof, and any such Power of Attomey or cerkifcate bearing such facsimile signature or facsimile seal shalE be valid and binding upon the Company and any suah power so executed and certifisd by such facsimiie signature and facsimile seal shall be vafid and binding on the Company in the future with respect to any hond or understanding to whiah it is attact�ed. E, Kevin E. Hughes, #he undersigned, Assistani Secretary of Tra�elers Casualty and 5urety Campany of America, Travelers Casualty and Surety Cam�any, and St. Paul Fire and Marine Insurance Company, do hereby certify fhat the above and foregoing is a lrue and correcE capy of the Pawer of Attomey executed by said Companies, which remalns in full force and ef�ect. Dated this 22nd day af Octnber , 2p20 . ..,r��.:.. �I��eG� �k�y�e� aa'tYAq�� q G �4 49� � �' e- N9HiF�A6� � �a ��SC ��. F��r,�„� k$ r COO+fJ. t} � 56i.1 � � �.aa ��df ` }»+ t�,� � }� �� - --��------- . _ Ke inv E. Hughes, Assi fant Secretary To verify the autf�eniiciiy af thir Pawer ofAttor�ey, p/ease ca// �s at .t 8Op-4.?.�-.�SBCI P/epse refer to the a6ove-nemedAtGvmey in-Fact and t6e asafails of tlre hond to which this Power ofAftorney is attached. Sureiy Company Acknowleclgemenf STATE OF II,LINOIS COUNTY OF C�OI� SS: On this �� 2� �'� �� , before me personally appeared � � Yo me lcziown, who, being by me duly sworn, did depose and say: that (s}he resic3es at Schaup�abe�r�, Illi�c�is, that (s)he is the A#t�rney i� Fact af�r/`Alfl�la�i�1� [ 7.4�4D��.1 !'�'1h�� ,� ��Yl�r�i'�i/ gi� �� 'i�the corporation described in and which executed the annexed insit��rhent; that (s)he knows thc coiporate seal af said corporation; that the �eal af�xed to said instrument is such corporate seaJ; thai it was so affixe� by order af the Board oiDirectars flf said corporatiian; that (s}he signed his/her nanr�e thereto by like orde�•; and that the liabilities af said corporation do not exceed its assets as ascertained in the mannez' provided by 1aw. C�'�{ � a,�-�, Notary Public in and for the above County and State My Carnmission Expires: p�123I21 �„��.� :�,�-=— _ -. — -�.��:�� sar��N�-�� r�a�ix� �� .,'��''r. OFF1ClA! SEfiL �E . .. ,J��ary��iblic.5tat�of!liinois�� , :. � � ��v Commissian �xpires � ��,.�, s Jssne ?.3. 2a21 ' . . _ - --�— . .- ��..T 00 43 37 VEMDOR COAAPLIAIVCE TO STATE LAW Page i of 1 s�crio� ao a3 s� VENDOR COMPL.IANC� TO STATE �P,W NON RESIDENT BIDDER Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law provides that, in order ta be awarcEed a contract as low bidder, nonresident bidders (out-of-state contractors whose corporate offices or principal place of business are outside the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder wouid be required to underbid a nonresident bidder in order to abtain a comparable contract in the State which the nonresident's principal place of business is located. The appropriate blanks in 5ection A must be filled out by all nonresident bidders in order for your bid to meet specifications. The faiiure of nonresident bidd�rs to do so wiff automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident bidders in the State o# , our principal place of business, are required to be �. 7 i� �: percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in t�e State of -�i�;'�� -�<<� ar �ie��. , our principal place of business, are not required to underbid resident bidders. B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. 0 �IDD�R: Reyes Group Ltd. By: Marcos G. Reyes G � � 1520 Parker Road (S' nat e) Grand Prairie, TX 75050 Title: Presiclent Da#e: 1� f� s�2 �� n END OF SECTION CITY QF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 2011d627 E. NORTHSIDE DRIVE COLD SPRINGS ROAD ROUNDABOUT 101584 00 GS 11 - 1 BIDDERS PREQLIALIFICATIONS Page 1 oi 3 SECTION 00 4� 11 BIDDERS PR�QUALIFICATIONS l. Summary. Al� contractors are required ta be prequalrfied by the City prior to submitting bids. To be eligible to bid the contractor must submit Section 00 �5 12, Prequalification Statement for the work type(s) listed with their Bid. Any c�ntractor or subcontractor who is not prequaliiied for the wark type(s) listed must subrnit Section �0 4S 13, Bidder Prequalification Application in accardance with the requirements below. The prequalification process will establish a bid limit based on a technical evaluation and financial analysis of the contractor. The information must be submitted seven (7) days prior to the dat� of the opening of bic�s. For example, a contractor wishing to submit bids on projects ta be apened on the 7th of April must file the information �y iha 31 st day of March in order to hid on these projects. In order to expedite and facilitate the approval of a Bidder's Prequalification Application, the following must accompany the submission. a. A complete set of audited or revicwed financial statemenis. (1} CIassified Balance Sheet {2) Income Statement {3} Sta�ement of Cash Flows (4) Statement of Retained Earnings (5) Notes to the Financial Statements, if any b. A certified copy of the �rm's organizational documents {Corporate Charter, Artic�es of Incorporation, Articles of Organization, Certificate of Forrnation, LLC Aegulations, Certificate of Limited Parinership Agreernent}. c. A completed Bidder Prequaliiication Application. (1) The firm's Texas Taxpayer ldentification Number as issued by the Texas Comptroller of Public Accounts. To obtain a Texas Taxpayer ldentification number visit the Texas Comptroller of Public Accounts online at the %Ilowing web address www.windovv.state.tx.t�s/t�permit/ and fi11 out the application to apply for your Texas tax ID. (2) The firm's e-mail address and fax nunnbez-. (3) The �rm's DUNS ntunber as issued by Dun & Bradstreet. This number is used by the City %r required reporting on Federal Aid projects. The DLTNS number rnay be obtained at www.dnb.com. d. Resurnes reflecting the construction experience of the principles of the firm for firms submitting their initial prequaliiicatian. These resumes should include the size and scope of the work performed. e. Other information as requested by the City. �. Prequalificanon Requirernents a. Financial Statement.s. Financial statement subrnission must �e provided in accordance rwith the following: {1} The City requires that the originai Financial Statement or a certified copy be submitted for consideration. C[TY OP PDRT WORTH E. NORTH5IDE DRI VE & COLD SPRII�lGS ROAD ROUT�lDABOUT STAFVDARD COI�lSTRUCTIOI+I SPECIFICATIO[�I �OCUMENTS 1p1584 Revised .Tuly 1, 201 I oaas i� -z BiDI}ERS PREQUALIFICATIOi�1S Page 2 of 3 L:a {2) To be satisfactory, the financial statements must be audited or reviewed by an independent, certified public accounting firt�x registered and in goad standing in any state. Gti.irrent Texas statues also require that accounting firms perfarzning audits ar reviews on business entiti�s within the State of Texas be praperly licensed or registered with the Texas State Board of Public Accountancy. {3) The accounting firm should state in the audit report or review whether the contractor is an izzdividual, carporation, or limited liability company. (4) Financial Statements must be presented in U.S. dollars at the current rate of exchange of the Balance Sheet date. (5) The City will not recognize any certified public accountant as independent who is not, in fact, independent. (b) The accountant's opinian on the f nancial stateznents of the contracting company should state that the audit or re�iew has been conducted in accordance with auditin� standards generally accepted in the United States of America, This must be stated in the accountizag firm's opinian. It should: (1} cxpress an unquaIified opinion, or (2} express a qualiiied opinion on the statements taken as a whole. (7) The City reserves the right to require a new statement at any time. (8) The finaneial staternent must be prepared as of thc last day of any month, not more than one year old and must be on �le with the City 16 montl�s thcrcaftcr, in accordance with Paragraph l. (9) The City wi11 determine a cantractnr's bidding capacity for the purposcs of awarding con�racts. Bidding capacity is determined by multiplying the positive nei working capital (wnrking capital= current assets — currcnt liabilities) by a factor of 10. Only those statements reflecting a positi�e net working capital position will be considered satisfactary for prequaIification p�rposes. (10} In the case that a bidding date falls within the time a new �'inancial statement is being prepared, the previous statement shali be updated with proper verification. Bidder Prequalifacation Application. A Bidder I'rcqualification Application must be submitted along with audited or reviewed financial statements by firms wishing to be eligible to bid an all classcs of construction and maintenance projects. Incomp]ete Applications will be rejected. (1) In those schedules where there is nothing to report, the natation af "None" or "N/A" should be inserted. (2} A minimum af fi�e (5} references of related work must bc providcd. (3) Submissian of an equiprnent scheduFe which indicatcs cquipment under the control of the Contractor and which is related to the type of work for which the Contactor is seeking prequalification. The schedule must include the manufacturer, model and generaI common description of each piece of equipment. Abbreviations or means of describing equipment other than provided above will not be accepted. 3. Eligibility to Bid a. The City shall be the sole judge as to a contractor's prequalification. b. The City may reject, suspend, or modify any prequalification for failure by the co�tractor to demonstrate acceptable financial ability or per%rmance. c. The City will issue a letter as to the status of the prequalificatian approval. CITY OF FORT WORTH E. NORTHSIDE DRIVE & COLD SPRINGS ROAD R�UNDABdUT STANDAAD CONSTRUCTION SPECiF3CAT]ON DOCUMENTS 1p1584 Revised July l, 201 l 0045 11 -3 Bl171aERS PREQUALIFiCATIONS Page 3 of 3 d. If a caniractar has a valid prequali�cation letter, the contractor will be eligible to bid the prequaiified work types until the expiration date stated in the letter. END OF SECTION CITY OF FORT WORTH E. NORTHSIDE I7RIVE & CQI�P SPRINGS ROAQ ROUNDABOUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101584 Revised July 1, 2011 00 45 12 BID FORM Page i of 1 S�C7lON 00 4a 7� PREQUALIFICATION STATEMENT Each Bidder for a City procurement is required io complete the information below by identifying the prequalified contractors a�d/or suk�contractors wham they intend to utilize for the major work type(s) listed. Major Work 7ype Contractorl5ubcontractor Company Name Prequalification Expiration Date Water Distribution, Urban and Renewal, 8-inch diarneter and R�,�� ouP, �� 0"��f smaEler Concrete Pavir�g ConstructionlReconstruction % (LESS THAN 15,000 square ��5 ��°"P b'�� r��a yards) Roadway and Pedestrian Lighting ��►0.� �eiuc.ie�, �r. p� j��lz.o�� 0 The undersignec! hereby certifies that the contractors and/or subcontractors described in the table above are currenily prequalified for the work types listed. �IDpER: Reyes Group Ltd. 1520 Parker Road Grand Prairie, TX 75d50 �y: Y s G. Re� .; . r , , � {Sig tur � �Title: President Dat�: �al�g �2,��a CITYOF FORT WORTH STANDARD COIVSTRUCTION SP�CIFICATION �OCUMENTS Form Revised 24120120 Fi�ED O� S�CiION �. NORTH5IDE �AIVE COL� SPR]NGS RdAD ROUNDABOUT 101584 �� Date of Balance Sheet SECTION 00 4� 13 BIDDER PREQUALI�'ICATION APPLICATION Name under which you wish to yualify Post Ofiice Box City Mark only one: Tndividual Limited Partnership General Partnership Corporation Limited Liability Company State Zip Code Street Address {required) City State Zip Code ( ) ( } Telephone Fax Email Texas Taxpayer ldentification No. Federal Employers Identification No. DUNS No. (if applicable) MAIL THIS QUESTIONATRE ALONG WITH FINANCIAL STATEMENTS TO: CITY O� FORT WORTH TEXAS 200 TEXAS STREET FORT WORTH, TEXAS 76 1 02-63 1 1 AND MARK THE ENVELOP�: `BIDDER PREQUALIFICATION APPLICATION" L. NORTHSID� bRl VE & COLD SPRINGS ROAD ROUNDABOUT 101584 0o as i3 BCT]DER PREQUALIFICATION APPL[CATION Page 2 of S BUSINESS CLASSIFICATION The fallowing should be completed in order that we may properly classify youe iirm: {Check the block{s} which are a�plicable — Block 3 is to be left blank if Block 1 and/ar Block 2 is checked) � Has fewer than 100 employees andlor � Has less than $b,000,000.00 in annual gross receipts OR � Does not meet the criteria for being designated a srnall business as pravided in �ection 2006.Q01 of the Texas Gavernment Code. The classification of your firm as a small oe large business is nat a factor in determining eligibility to become prequalified. MAJ�R WORK CATEGOR.IES Water Department Augur Barin� - 24-inch diameter casing and less Augur Boring - Greater than 24-inch diameter casing and greater Tunneling — 36-Tnches — 60 —inches, and 350 LF ar less T�nneling - 3b-Inches — b0 —inches, and greater than 35� LF Tunneling — 6b" and greater, 350 LF and greater Tunneling — 66" and greater, 350 LF or Less Cathodic Protec�ion Water Disiribution, Development, 8-inch diameter and smaller Watex Dis�ribution, Urban and Renewal, 8-inch diameter and smaller Water Disiribution, Development, 12-inch diameter and smaller Water Dis�ribution, Urban and Renewal, 12-inch diameter and smaller Watcr Transmission, Development, 24-inches and smaller Watcr Transmission, Urban/Renewal, 24-inches and stnaller Water Transmissian, Developmcnt, 42-inches and smaller Water Transmission, Urban/Rcnewal, 42-inches and smaller Water Transmissian, Develapment, All Sizes Water Transmission, Urban/Renewal, All 5izes 5ewer Bypass Purnping, 18-inches and smaller �ewer Bypass Pumping, 18-inches — 36-inches Sewer Bypass Pumping �2-inches and larger CCTV, 8-inches and smaller CCTV, 12-inches and smaller CCTV, 18-inches and smaller CCTV, 24-inches and smaller CCTV, �2-inches and smaller CCTV, 48-inches and smaller CITY OF POAT WOATH E. NORTHSI�C DR1VE & COL� SPft[NGS ROAD ROUNDABOUT STANDARD COl�lSTRUCT[ON SP�CII'ICATION DOCUMENTS 101554 Revised Matt:h 9, 2d20 00 45 13 BIDDF.R PREQUALIFICATION APPLICA'T'ION Page 3 oF8 MAJOR WORK CATEGORIES, CONTINUED Sewer CIPP, t 2-inches and smaller Sewer CIPP, 24-inches and smaller Sewer CIPP, 42-inches and smaller Sewer CIPP, All Sizes Sewer Collection System, Development, 8-inches and smaller Sewer Collection System, Urban/Renewal, S-inches and smaller Sewer Collectian System, Developrnent, 12-inches and smaller Sewer Collection System, Urban/Renewal, 12-inches and smal�er Sewer Interceptors, Development, 24-inches and smaller Sewer Interceptors, Urban/Renewal, 24-inches and smaller Sewer Interceptors, Development, 42-inches and smaller 5ewer Interceptors, Urban/Renewal, 42-inches and smaller Sewer IniercepYors, Development, 4$-inches and smaller Sewer Interceptors, Urban/Renewal, 48-inches and smaller Sewer Pipe Enlargement 12-inches and smaller 5ewer Pipe Enlargement 24-inches and smaller Sewer Pipe Enlargernaent, Al1 Sizes Sewer Cleaning , 24-inches and smaller Sewer Cleaning , 42-inches and smaller 5ewer Cleaning , All Sizes Scwer Cleaning, 8-inches and smaller Sewer Cleaning, 12-inches and smaller Sewer Siphons 12-inches or lcss Sewcr Siphons 24-inches or less Sewer Siphons 42-inches or less Sewer Siphons All Sizes Trans�ortation Public Works Asphalt Paving Construction/Reconstruction (LESS THAN 15,000 square yards) Asphalt Paving ConstructionlReconstruction (15,000 square yards and GREATER) Asphalt Paving Heavy Maintenance (UNDER $1,000,000) Asphalt �aving Heavy Maintenance ($1,U00,000 and OVER} Conerete Paving Construction/Reconstruction (LESS THAN 15,000 square yards) Conerete Paving Construction/Reconstruciion {15,000 square yards and GREATER) Roadvway and Pedestrian Lighting CITY OF FORT WORTH E. NORTHSIDE DRIVE & COLD SPRINGS ROAD ROUNDABOUT STANDARD CONSTRUCTION SP�CIPICATION DOCUIVIENTS 101584 Revised March 9, 2Q20 00 45 13 BIDDER PRF,QUALIFICATION AFPLiCATION Page 4 of 8 1. List equipment you da not own but which is available by renting DESCRIPTIQN OF EQUIPMENT NAME AND DETAILED ADDRESS QF OWNER 2. How many years has your organization been in business as a general contractor under your present name? List previous business names: 3. How many years of expertence in had: (a) As a General Contractor: construction wark has your organization (b} As a Sub-Contractor: 4. *What projects has your organization completed in Texas and elsewhere? CLASS LOCATION NAME AND DETAILED CONTRACT OF DATE CITY-COUNTY- ADDRESS OF OFFICIAL TO AMOUNT WORK COMPLETED STATE WH4M YOU REFER *If requalifying anly show work perfot-tned since last statennent. S.Have you ever failed to complete any work awarded to yau?_ If so, where and why? 6.Has any ofiicer or awner of your organizatian c�er been an officer of another organization that failed to complete a contract? If so, state the name of the individual, ather arganization and reason. 7.Has any afficer or owner of your organizatian ever failed to compiete a contract executed in his/her �ame? lf sa, state the name of the individual, name af owner and reason. CITY OP FORT WORTH �. NOR'I'llSlll�; DR1VE & COLD SPRINGS R0�1D ROUNDABOUI' STRi�T]AAD CdNSTRUCTION SPECiFICATION 1�dCUMENTS 101584 Re�ised March 9, 2020 00 45 I3 BiDDER PREQUALIFICATION APPLICATION Page 5 of 8 8. ln what other lines of business are you financially interested? 9. Have you ever perforrned any work far the City? If so, when and to whom do you refer? 10. State names and detailed addresses af aIl producers fram whom you have purchased principal znaterials during the last three years. NAME OF FIRM QR COMPANY DETAILED ADDRESS 11. Give the names of any afiiliates oe relaiives currently debarred by the City. Indicate your rela�ionship to this person or firm. 12. What is the construction experience ofthe principal individuals in your organization? PRESENT MAGNITUDE POSITION OR YEARS OF AND TYPE OF IN WHAT NAME OFFICE EXPERIENCE WORK CAPACITY 13. If any owner, officer, director, or stockholder of your ftrm is an employee af the City, or shares the same household with a City employee, please list the name of the City employee and the relationship. In addition, list any City eznployee who is the spouse, child, or parent of an awner, officer, stockholder, qr directar who does not live in the sam� household but who receives care and assistance from that person as a direct result of a documented medical condition. This includes %ster children or those related by adoption or marriage. CITY OP FORT WORTH E. NORTHSIbL DRIVE & COLD SPRINGS ROAD ROl1i1DABOUT STANDARD COi�ISTRUCTION SPECIFICATION DOCUMENTS l O1584 Revised March 9, 2020 0045 13 BIDD�R PREQUALIFICAT[ON APPLICATION Page fi of & C�RPORATION BLOCK PARTNERSHIP BLOCK If a corporatian: If a partnershi�: Date of Incorporation State of Qrganization Charter/File No. Date of organization President Is partnership general, limited, or registered lirnited liability partnership? Vice Presidents File Na. {if Lirnited Partnership} GeneraI Parmers/Ofiicers Secretary Limited Partners (if applicable} Treasurer LIMITED LIABILITY C�MPANY BLOCK If a corporation: State of Incorporation Date of arganzzatian File No. Individuals authorized to sign for Partnership Officers or Managers {with t�tles, if any) Except for limited partners, �he individuals listed in the blocks above are presumed to have full signature authority for yaur �rm unless otherwise advised. Should you wish to grant signature authority for additional individuals, please attach a certified copy of the corporate resolution, corporate minu�es, partnership agreement, power of attorney or other lcgal documentation which gran�s this authority. C1TY OP P'�RT WORTH E. NOATH5iDE DRIVE & COLll SPRINGS ROAD RO[JNDABOUT STANDARD COIVSTAUCTION SPECIFIC,ATTOH DOCUMENTS ] 01584 Revised March 9, 202a OD 45 13 BIDDER PR�QUALTFICATION AFPL[CATION Page 7 of S 14. Equipment TOTAL BALANCESHEET ITEM QUANTITY ITEM DESCRIPTION VALUE 1 2 3 �} 5 6 7 ' 8 9 10 11 12 13 14 I5 16 17 18 19 20 21 az 23 24 25 26 27 28 29 30 Varions- TOTAL Similar types of equipment may be lumped together. If your tirm has more than 3U types af equtpment, you may show these 30 types and show the remainder as "various". The City, by allowing you to show only 30 types of equipment, reserves ihe right to request a complete, detailed list of all your equipment. The equipment list is a representation of equipment under the control of the firm and which is related to the type of work for which the firm is seeking qualification. In the description include, the manufacturer, model, and general connmon description of each. GITY OF PDRT WORTH E. NOR'I'I{SIDE DRIVE & COLD SPRINGS ROAD ROUNDABOUT STANDARb CONSTRUCTION SPECINICATIQN DOC[1MENTS 101584 Revised March 9, 2Q20 QO 45 13 BIDDER PREQUA[.IFICATION APPLICATION Page 8 oF 8 BIDDER PREQUALIFICATIQN A�FIDAVIT STATE OF COUNTY OF The undersigned herehy declares that the faregoing is a true statement of the financial condition of the entity herein first named, as of the dat� herein first given; that this statement is for the express purpose of inducing the party to whom it is submitted to award the submitter a contract; and that the accountant who prepared the balance sheet accompanying this report as well as az�y depository, vendor or any other agency herein named is hereby authorized to supply each party with any infarmation, while this s�atcment is in force, nccessary to verify said statemcnt. , being duly sworn, dcposes and says that he/she is the of , the entity described in and which executed the foregoing statexnent that he/she is familiar with the books of the said entity showing its fin;ancial condition; that t1�e foregoing financial statcment taken from the books of the said cntity as of the date thercof and that the answers to the questions of the forcgoing Bidder Prequalification Application are correct and true as of the date of this affidavii. Firm Name: Signature: Sworn to before me this day of , Notary Fublic Notary Public nnust not be an of�cer, director, ar stockholder or relative thereaf. CITY pF kORT WORTH L. NOATHSIDE DRIVE & COLD SP1tINGS ROAD ROL]NDABOUT STANDARD CONSTAUCTION SPECIFiCATION DOCUMENTS ] 01584 Revised March 9, 202Q OD 45 2C - I CONTRACTOR COMPLIANCE WITH WQRKEIt'S COMf'ENSA"1'ION LAW Pagc 1 of 1 1 SECTlON OU 45 �6 2 CONTRACTOR COMPLIANCE W1TH WORKER'S COMPENSATION LAW 3 Pu�•suant to Texas Labor Code SectioE� 4p6.096(a), as a�nended, Cantractor certi�ies that it 4 provides worker's coinpensation insurance coverage for all of its empIoyees e�nployed on City 5 Project No. 101584. Contractor further certifies tl�at, pursuant to Texas Labor Code, 5ection 6 446.096{b), as amended, it will provide to City its subcontracto3•'s certi�cates of compliance with 7 worker's campensation coverage. 8 9 CONTRACTOR: 10 � � R�y�,S G�,� � 12 Company 13 14 15 IG 17 18 19 za i�I,e� �aa�� ra� Address � 0.i0e�,+b i0=Ro 19,►f�. I�a �� p 50 City/State/Zip 2] TH� STATE OF TEXAS 22 23 COUNTY OP TARRANT 24 By: 1�A�s G. t2��.�� iea Print) Signature: r Tii�2: �ti sk1' (Please Print) 25 BEFORE ME, the undersigned authority, an this day personally appeared 2G ��ess Cs• �.�� __ , known to n�e to Ue the person whose naine is 27 subscribed to the fore oing i»strumei�t, and acknowledged to me that he/she executeti the same as 28 the act and deed of ��,S��r��,L for the purposes ar�d 29 consideration therein expressed and in the capacity therein stated. 30 3� 32 33 34 35 3G 37 38 39 Gl N UNDER MY HAND AND SEAL OF OFFIC� this �� day of ,�r' , 20�� '" _ BRENDATRE705 Notaryl� k131319660 ' MyCommiss�on Expires Notar Public in and for the tate of Texas '��._�.�' Qciober17.2021 Y END OF SECTION CITY OP �ORT WORTFI L. NOft'E'H51llC DRIVI; & COI.D SPRINGS ROAD ROUNDAI30UT STANllARD CONSTRUCTION SPF..CIPICATION DOCUMGNTS 101S&4 Re�ised July I, 201 l IWI �15 •Ifl - I h9iuulll5 �iif�flrt55�=nl�f�e�wa�Peciliru�ous f'n4e I isl�? � _z � 5 {, 7 � �� I �1 II �� l :� I� I� 1(r 3� �� i� ?EI �� 7� �� G 2� Z[� �� fM 31 �� _� 34 ��'.�"��{�i� ��I �� N fVli�7no�i1+; E3tE�rness F_ni�rprise S�a�cificu�i+,a�� AI'F'��'A'I'1(�� (��' P(li�1C�' EI- �iir �r,�:al dnllar v��E�rt c�i' tl�a �ss�tt�'sict i* �r'r�#�r �lrari "�5(},{I{�E}. �hei� �� 24l�3E 3��rc:�aR�lt't�cti�7� �;�7si i� a�plicaC�l�, I'{)L1CY S'j'.4-I-l111'�I;N'F' 1! �s Rl�� €�s,l«.}� �,i- II��. {'il}' 4}f F{�ri Wur11a �s} �lisur� I]��F� f►�II ��w�I �.��iE�lale �}��3G1�}�S�C411 L}v �vSii�c+E�it�� f3u�irirss �:n�crprR��w {,1��E'1 i�� 11te ��rn�«r�a��31 uf ull �;c,cr�5 ;�»cl ��rvic�w. AEI M'�<��ir��'i71ei�� ai�43 �-c�,u4{tiisx�zs stalecl ��t tl�c C'i�y'.5 c��r��e�tit fiusi«e�s Uiv�ers�sv �ai�cr�}ri�e fl,��ii�aa��4c s��1�� I�� [lyi, l,i4�. �1�3L Y�tc],II:�"r u�nt.� `1'lic C'il��'� Ml�r�: ;�{�:tl s��G 11tii� E��sxiec� �s 2{1;�� <s� llic ii��;�f Ixic3 �+�'�i�tc �al� k[rC +:{3nirac� {f��,sc� bicltrp��f�tfs �c� P�r�'k,�' rrruf ( 'rx��r��r��rr�° .�`��r�f��J, fV�>ie: �F' I�nr�e A9Bf s�n�F ��il�:, :�ulFcr��•��cli�� n�l�,tii�e e.�[:�h�i�l:c�l far tfni� �Sirojecl, ��cn :in DF'F�r+�t' i�»s� sulxr��Et #�utf� :� N1i3T' 1.��#If�.:iti��n f�,e•n� :�iicl :� �131�; L'IkJI'f.ik�lllll I�or'�� 10 kse ileea�7��[I M�e��[F��ive. E�[ll��ii'l�IA�C'��1'�-!l ki��l ��'��'l�+'t�'A�'�'�C1s�� (_?�� (:'i:�° ��s��r:i��ti ��t�,l}f��M s�,r �i�c,��. e�+here E� :1A��S� sub�c��wi��'�i��E ��c,ail i� �1�7�aiI�E�, 113��.1'Crl� ,i�� requir�� o c��1} �'4'tltll fElL �El1�CEl C1� Ill� �'f�Y�S I�Yfwlfi��w f)iv4i�i�y r�1��er�rt�i�r [)r�in�n�e I,}� n�te o!� al�t ��+If,�wrn�;; 1. 14�ec� ur e�c�e�l K�Me ��Jao�� sl��tc� I�1 �iC ��:�I t�ri•ou�h 1�i.E3L•' sr�krc��nlric�Fu�; ��a�rliei�,uti�rr�, nr 2. ,1'lecFt o:• excec�l [!ic ��Uove s�;��e�l N1T3T' �!e��l �F�r�►u�li 1��13��: ,��int �'cnt��rc �f�1i'E'LC'L�}NIE[kEl, ai` 3. C;�a�� E�'��tM� E:�'fr��'I ��11�41111L'1tl7kil�lli, ur: �. Yri�ne W,�ik�e�' �E��ciueiriit�rian. �t!E3�1.�T'�'n��. c�r �tr(�[�i��i�,r.� i�c�C��14��{f�'I'A'�'�ON. T1�e a�}��icaL�l� c�u��i��uis si�u�k I,� ��cikr�c� b�� 1E�c F'urci�nsrii� f]ik+i�ion, �vi�Etin the �'c�ll�s��iF��, 1iii�ws �il�t,ca�e�l. ii� +�r,.l�}�- I�,�� iG�c w��ti�� I�i41 ts� i�� :��nsi{l�.�-ed ��i.5�1c�Fn411+e [U tll� �#[:�aflC'iall�rllS, Taae C}i��.riFr sla�ll ��cli��:t� t��e ��f.: c�c�c�i€�i�ni�iti�rir i�o F�4rscx�M G�, 111� 9��7ft3�il'IRtL` C111�1I{3Y�� 43� fll� �]lIFG�l�k41EiLL,' �IVE51{�fi F3fl{� c�blsiit a daleftiinc i�cei�t. SMk+.:la re�et�t �fi:�fl Itie �vi�ee�ce �i�r�� fly� C-itv ��c�ive�! tlie cli,c�.,��e��i��i��r� irx ��M�w i33]7� AIIU{,`EIIU'{�, !� �I��C�C� n11[�{Ql' i'113iil�C� COE7)� �ill no1 t�c �i�rc��ic�l. I, �uIM4��i�lrxctcsr �1ii1�rK1E�i� �orm, i�= ..«ct�ix�r�l 1�s� l:il�r tls�iii ?�(�{l N�,m,. tfa� tf�e secunil �i�y l�t�siness �o�l r5 inei c�r e�cee�i��t; if�ry ;��r tlae i��J sa�enin�, il�t�._ �x�,lusik�e c�r' ll�c I�itE cFp�°a�rii� d��e, 3_ {;oa�l I�'.Mill� Ll7oi� �xn�f i�ceivecl ��c� Ici��.r tlt��is �;UU p,i��., �i� ilie �ecc}iici �'it,y �usin�ss�- �i�1Mr��i�:��[��r L�tiEi�ration Ik�:��. if ,1;��' ,�ftca� tly� hi{! i1�}Clilll�; IIB�L'. C;7{I;IlISiVk: ��f �'F!E L7Et.0 C}p�]]J11� _��I iri�}�� ir,n F� lcs5 Cloa�n wE��i�°:�_.�,s.'�tE_ `. dac�: - �. {:e�,wl T{ai�� I�ft��K s�n€I ��c�i��4�� n;� l;�Gs;r Il7��t �_I}(� ��.�Mi.. c��i ��. �e�nrici C'ia}• ba��ite�s �u��coa��r:�etor �.�#ilira�Eo�t F�,��e��, it�no dav af��r IE�� hrci c,R,�iiin� a�z�le:, �xcl��iv� {r#' �I7� I�ic� {f�reR�in� 1�1[3Iv Js�i�rclstio�i: �I�lt�. _ �4. Pr'imi ['on1r�►c�;�r V4':�ivrr f�i•i��, ..r�ce��ed a7o ��r €I�k�n ��{M p,n�G„ �m U�e s�cem�l �_ilv ��k�sin�}�� f� Y[]l1 kti�lli �]C1-��[r9'11i �t�J ��ciy uti�r c1r� hicl S�E,�a�iai�! �I.,lc. cs�:IG��i��r c�1' rlMc I��cE i�N�c��G�f�! r.�.�il�rac�an Fls�+ppli�rw��`I�; � c��te_ r�T3• c�r ��r�r��r u�c}s�r3� F hili�-I-l9tiffrl: ��ft��+[; � C�rr.T� tiE'�tl�ld;� f{r,�rll�l#[1i.INk7Af.�[�1-[� �Gr�r;�L��k�€��r,s�s�t��ri�.}��rr•G.irR��.��c�r�n,��•��r��i��r,-r� � �„��sKa l�crisLd Jmoc �J, �� I S � � _ � �u� 45 �i;l - 2 �4�nrrril�� Fist�l��cc� eid��[�I'i��c S'G�sG-ifi,iliiir.t �'u�'t f t�� _� �. ,Folnt 1{�nli�i'C i+'��1'a��. i1��.4��1 is a��:t I'CC'��Vi'i� lit] lar�� Ciui� ."�.�{}0 }x_i��_, s�iy Ilr�. �e�c��ui C�ity� E��isi��45s c,r excecde+l. �i�v �#tcr kl��. I�icl {}�x�iiii�� til�sl�, �xclt�:;i��e �si' the L,i,� npe�3in� �ia�e, � 1 A S h FAILURE TO C�MPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE WILL RESULT iN THE BID B�[�'G CONSIDERED NON-RESONSIVE TO SPECIFICATIONS. FAILURE TO SUBM[T THE REQUIRED MBE DOCUMENTATION WILL RESULT iN TH� BiD BEING CONSiD�RED NON-RESPONSIV�. A SECOND FAI4LIRE WILL RESULT iN THE O�'FEROR BEING DISQUALIF`1�D FOR A PERIOD OF` ONE YEAR. THREE FAILURES IN A F1VE YEAR PERIOD WILL AESULT IN A DISQLTALIFICAITON PERIOD OF THREE YEARS. 7 A11V (1141��1i+�nx� PIe�M�c C=unl.ic�'!'h�� 11'�11�V.�6�: (}l�lieext ��317�} �,1�-2fr7:}, � �k G i} �i I�til) (}P�;I'1{'Ti�ll� �'I�E�Y+.�I� I-cFl�l� SV�a��l f�l E h�RTl�+�ll�Ef'_ €�1#fVl- d� �'r?I.�? �f`E[1MC�� itty��7 Ei�]I.IryLl�k3it}lfl Sf'.�h�]AftC�i'[��h1�411�1i�l�lc�v 4irrF:?'IFI�A'IIC�h'tf[)C��rr�i��ri_w �itiliAd f{s!t'i4Ci1 �IuuC 9, ?Q � i 00 52 43 - 1 Agrcement Page 1 of 5 SECTION 00 �2 43 AGREEMENT TFIIS AGREEMENT, authorized on �[Z is made by and between the City of Forth Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager, ("City"), and RQ,U�C �` �°k0 ��'�. � authorized to do business in exas, actin� by and through its duly authorized representative, ("Contractor"j. City and Contractor, in consideration af the mutual covenants hereinafter set forth, agree as follows: Article 1. WORK Contractor shalt complete all Work as specified or indicated in the Contract Documents for the Project identified herein. Artic�e 2. PROJECT The project for which the Wark under the Contract Documents may be the whole or only a part is generaliy described as follaws: E. NORTHSIDE DRIVE & COLD SFRINGS ROAD ROUNDABOUT City Project Nutt�ber 101584 Article 3. CONTRACT PRICE City agrees to pay Contractor for per%rmance of the Work in accordance with the Contract Documents an amount, in current funds, of '('�sa w+�ll�bi� k,.,o �►u�� -�`oCf,�- Dollars ($� 4 L1$�.�� }. S�ev�n #l�ou.sanc� , 2ir�4��°y .�au�- Article 4. CONTRACT TIME d�llars �� oa _ , 4. I 4.2 Final Acceptance. The Work wil� be complete for Final Acceptance within 180 woeking days after the date when the Contract Time commences to run, as provided in Paragraph 2.03 of the General Conditions, plus any extension thereof allowed in accordance with Article 12 of the General Conditions. Liyuidated Damages Contractor recognizes that time is of the essence for completion of Milestones, if any, and to achieve Final Acceptance of the Work and City will suffer financial loss if the Work is not completed within the time{s) specified in Paragraph 4.1 above. The Contractor also recognizes the delays, expense and difficulties involved in proving in a legai proceeding, the actual loss suffered by the City if the Work is not completed on time. Accordingly, instead of reyuiring any such proof, Contractor agrees tk�at as liquidated damages for delay {but not as a�enalty), Contractor shall pay City S� Hur�d�ecl 1*� t Dollars ($�_5r►.url) for each day that ex�ires after the time specifed in Paragraph 4.1 for Final Acceptance until the City �ssues the Final Letter of Acceptance. CITY OF FORT WORI7-I E. iVORTHS]DE DR1VE & COLD SPRINGS ROAD ROUNDABOUT STANDARD CONSTRUCTION SPECIFICATION DOCUMEN'15 101584 Revised 69/06/2019 005243-2 ilgreement Pagc 2 of 5 Article �. CONTRACT DQCUMENT�S S.l CONTENTS: A. The Cantract Documents which camprise the �ntire agreement between City and Contractor concerning the Work cansist of the follawing: 1. This Agreement. 2. Attachments to this Agreernent: a. b. c. d. e. f. �• h. i. Bid Farm l ) Pro�osal Forn► 2) Vendor Compliance to State Law Non-Resident Bidder 3) Prequali�cation Statement 4) State and Federal documents {project specifac) Current Prevailing Wage Rate Table Insurance ACORD Form{s) Payment Bond Ferfarmance Bond Maintenance Bond Power of Attorney for the Bonds Worker's Compensation Aff'idavit MBE and/or SBE L)tilizatioil Form 3. General Conditions. 4. Suppletnentary Conditions. Speciiications specifically made a pari of the Coniract Documents by attachment or, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents. 6. Drawings. 7. Addenda. 8. Documentation submitted by Cor�tractor prior to Notice of Award. The foliowing which rr�ay be delivered or issued after the EfFective Date of the Agreement anc�, if issued, became an incorporated part of the Contract Documents: a. Notice to Proceed. b. Field Orders. c. Change Orders. d. Letter of Final Acceptance. Article 6. INDEMNIFICATION b1 Contractor cov�nants and agrees to indemnify, hold harmless and defend, at its own expense, the city, its of%cers, servants and emgloyees, from and against any and all claims arising out of, or alleged to arise out of, t�e work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licenses or invitees under this contract. This indemnifeeation provision is speci�callv intended to operate and be effec�ive even ii it is alle�ed or proven„that all or some of the dama�es bein� sought were caused, in whole or in uart, bv anv act, omission or ne�ligence of the city. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the city in defending against such claims and causes of actions, CI'1'Y OF FORT WORTH F. NORTi-ISIDL DEi1V£ & COLD SPR[NG5 ROAD ROU�IDABO�JT STANDARD CONS'1'RUCT[ON SPECIFICATION 1�OCUMENTS 101584 Revised 09/�6/2019 005243-3 Agreement Page 3 of 5 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the city, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the city� �I'ESIIlg OUt O�, or alleged to arise out of, the work and services to be perforimed by the co�tractor, its officers, agents, employees, subcontraetors, licensees ar invitees under this contract. This indemnification provisian is speciticallv iniended to operate and be effective even_if it is alle�ed or proven that all or some of the dama�es bein� sought were caused, in whale or. in �art, by any act, omission or ne�ligence of the citv. Article 7. MISCELLANEOUS 7.1 Terms. Terms used 'm this Agreement which are defined in Article 1 of the General Conditions will have the meanings indicated in the General Conditions. 7.2 Assignrnent of Contract. This Agreement, including all of the Contract Dacuments may not be assigned by the Contractor without the advanced express written consent of the City. 7.3 Successors and Assigns. City and Contractor each binds itself, its pariners, successors, assigns and legal representatives to the other party hereto, in respect to all covenants, agreements and obligations cantained in the Contract Docum�nts. 7.4 Severability. Any provision ar part of the Contract Documents held to be unconstitutional, void ar unenforceable by a court of campetent jurisdiciion shall be deemed stricken, and aIl remaining provisions shall continue to be valid and binding upon CITY and CONTRACTOR. 7.5 Gaverning Law and Venue. This Agreement, including aIl of the Contract Documents is performabfe in the State of Texas. Venue shall be Tarrant County, Texas, ar the Uni#ed States District Court for the Northern District of Texas, Fort Worth Division. 7.6 Authority to Sign. Contractor shalt attach evidence of authority to sign Agreement if signed by someone other than the duly authorized signatory of the Contractor. 7.7 Prohibition On Contracts With Companies Boycotting Israel. Contractor acknowledges that in accordance with Cl�apter 2270 of the Texas Government Code, the City is prohibited from entering into a contract with a company for goods or services unless the coniract contains a written verification from the company that it: (l ) does not boycott Israel; and {2) will not boycott IsraeI during the term of the contract. CITY OF FORT WOR7'I�I E. NORTHSI�E DRIVE & COLD SYf�NGS ROAD ROUNDABOUT STANDARD CONSTRUCTION SPECIFTCAT[ON DOCUMEN'1'S 1DI584 Revised 69/06/2019 OD5243-4 Agreement Yagc 4 of 5 The terms "boycott �srael" and "campany" shall have the meanings ascribed to those terms in Section 808.001 of th;e Texas Government Code. By sagning thrs contracl, Contractar certiftes that COlttPLlC�OY�S sigraature provides written verification to the City that Contractor: (I} rloes nnt hoycott Israel; Rnd (2) will not 8oycott Israel during the te�m of the contract. 7.8 Immigration Nationality Act. Contractor sha11 verify the identity and employment eligibility of [ts employees who perform work under this Agreement, incIuding completing the Employment Eligibility Verification Fo�tn (I-9). Upon requesY by City, Contractor shall provide City with copies af all I-9 forms and supporting eligibility docuenentation for each emp�oyee who performs work under this Agreement. Contractor sha11 adhere ta all Federal and State laws as well as establish apprapriate procedures and con#rols so that no services wi11 be performed by any Contractor employee who is nat legally eligible to perform such services. � CONTRACTOR SHALL INDEMNIFY CITY AND HOLD CITY HARMLESS FROM ANY PENALTIES, LIABILITIES, �R I.OSSES DUE TO VIQLAT�ONS OF TI3IS PARAGRAPH BY CONTRACTOR, CONTRACTOR'S EMPLOYEES, SUBC.ONTRACTORS, AGENTS, OR LICENSEE�. City, upon written notice to Contractor, shall have the right ta immediately tertninate this Agreement for violations of this provision by Contractor. 7.9 : No 'I"hird-Party Beneficiaries. �"This Agreement gives na rights or benefits to anyone other than the City and the Contractor and there are no third-party beneficiaries. . 7.10 No Cause of Action Against Engineer. Contractar, its subcontractors and equipment and materials suppliers on the PROJ�CT or their sureties, shall maintain no direct action against the Engineer, its officers, employees, a�ad subcantractors, for any claim arising out of, in connection with, or resulting from the engineering services performed. Only the City will be the beneficiary of any undertaking by the Engineer. The presence or duties of the Engineer's personnel at a construction site, whether as on-site representatives or otherwise, do not make the Engineer or its personnel in any way responsible %r those duties that belong to the City andlar the City's constructian contractors or ather entities, and do not relieve the construction contractars or any other entity of their obligations, duties, and responsibilities, including, bu� not limited to, all construction methods, means, techniques, sequences, and proceduries necessary for coordinating and completing a11 portions of the construction work in accordance with ihe Contract Documents and any health or safety precautions required by such construction work. The Engineer and its personnel have no authority to exercise any control o�er any construction coniractor or other entity or iheir employees in connection with their work or any hea�th or safety precautions. SIGNATURE PAGE TO FOLLOW ,:, .�ITY`OF FpRT WORTH E. NOR'I'liS1DE DRIVE & COLD SPR]NGS ROAB ROUNDABOUT STANDARb CONSTRUCTTON SPECIFICATION DOCUMENTS 10i584 Revised 09/05/2019 00 S2 43 - 5 Agree�nsni p�ge S of 5 IN VIJITNESS WHEREOF, City and Contcactor Ifave eacl� �XBCU�E{� iI1tS Ag�•eement to be effective as of the dafie subscrtb�d by the City's designated Assistant Ciiy Manager ("Effective Date"), Contractar: ��-��d �`�r•�" � �7�• _J By� ,� ��,��:� �. � � �3 � {Printed Name) �1�-,�t��+i �� -- Title City of Fort Wo��th By: .� Dana Bucg�doff � - - Assistaut City Man�ger � � � .� `:'-----�� Date �; � Atte�stj� ,` 1�i �, . f £ � t }��ya%- �'!�. 1 � /r! Add�•ess i Sec � ��u� ��,�� City/State/Zip � , �_ . ,� . � c d• -.o�/ t +,� i � ___ _ -- Date C1TY 4F FORT WORTH 3TAlVDARD COI�fSTRUCT[ON SPEClPICATIOZI DaCUMENTS Revised 09/06/2UI9 (Seal) �i � .. � .�+.��Z\ ,, #. � ��, � �� - � ��. ��'� �� M&C• �' — ��,G �' � �' Date: �! � '�`3 * Form I295 No.: Z(37.iD � �I�d� Cant�•act Campliance Manage�•: By signing, I acknowledge that I a�n the person r05�01131b�6 �Ql• tl�e �nonito�•ing and administration oithis contract, incic�ding ensc�ring all performance and repoi�ting requirearrze_nts. �,h�f-.a �e..r� . ..�, Shrueia Rao, P.E., PMP --- �Projeet Mana�ea• Approyed as to Fo��in and Lcgality: 6�C%d�, Douglas W. Black Assistant City Attor��ey APPRCJ�VAL �ECOMM�I�j,�l � E `.�'� � �� 1 William ,lohnson, Dir tor -- Transpot�ation & Pu lic Works De��# ; --��„� �. NORTHSIt7E IIIt�VE & COLD SPRING9 R� i�G`�� 'pi�l�'� . f ' �,Q15� � Sond Nn. 'f 07382715 oos�»-� r�r�r��MnN�s go�Q �� i or2 0 i a � 4 S b 7 8 � �ECTIQI+1 Q�1 b113 P�izeo��vc� �o�r� -cxE sT�� vF ��s § § �Fd��7V ALL BY THES� PRESE�TTS: �U[TI�TY OF TARRAIYT § �'t�at we, ___ Reyes Grou�. Ltd. ------ ------, Ecnovvn as "Principal" herein andTra►reEers Casualty and Sur��t r Com�a_n1r af_America, a �r.arporata s�u�fy(sureties, if mvre than one) duly autharized ta da business in the State �f Texas, known as 1(3 "Surety" herein (whetheroate csr nrtare), are heid and firmly bo��nd un�o the City of I'ar� Worth, a 1 I ttt�nicipal car aration created pursuant io ti�e laws nf Texas, kncswn as "City" herein, in the penal Two �illion Two H�ndred Forty Se�en Thousand t 2 sum of, �ght� EQl�[-.�tLc# 5.�i11.9�....__..,..�----------------------- l��llacs 13 {$ 2,247,0$4.50 )a lawfi�l money of tha United States, fn b�: paici in �'art Wort1�, 14 Tarrant County, Ts�s for 13�e payment of which sum well and truly ta b� cnade, rve bi��d 15 ourselve.�, our heirs, executors, administr�tors, sucaessors aad assi�ns, jointly and s�ver�€lly, 1G firmiy by these presants. 17 i�+H�REA:�, the Prir3cipal has entered into a cerrtau� ti�+ritten eontract witl� th� Ciry ] R avu,arded �3� 12ih day of_ Jartuary , 2� 29 , whiclt Ca�irac# is hereby f�eferred to a�d 1� made a pa�-t �ereof for al� pu�soses as if fully set forth lierein, to turnish xIl materials, es�uipmeflt 24 Iabor and ofher aGG�ssories defined by law, in the prosecutian af fhe Wc�rk, including any Change 21 Orders, as providcd for in said Cont�'aat designated as E. Fdorth�ide Drive & Cold S�rin�s Rpad 22 Roundaboat, Citv Projea# N.umbe�° lt1i�� 23 �()�', THEREFC]�R�, the conditian of this tthligatit�n is suoh #hat if the said Arincipal 24 shal I£aithfully p�rfortn it obli�ations under the Cnntraet And shaIl in a�l respects duly and 25 taithfully perfoiryn the Work, i��cluding Ghange �eders, a�nder the Contract, accordi�g to the plans, 26 s�ecific�tio�s, and contrnct dacu�nents therein referred tv, and as weit duc•ing any period �f 27 extez3siou of"the Gontract #hat rnay be granted on the part af the City, then this obligation shall be 2S and beec�me nall and void, nfherwise to re�nain in fiEll foz�e and effect. 29 �0 PR4V�DEll �ITRTIiER, ti�at if any legal actian be fiied an this �ond, ven�e s�;alt l.ie ifi Tan•at�t Cou►�ty, Texas or the United Sfates Distric€ CourE fnr the Northerr� I�strict of Texas, Fort 3I Worth Divisian. CT7-X OI' fORT WOItTf I E. NQ1ZTi�SIAE ARIVE & Ct}I.D SP�1PiGS ROAD KaUNDABOUT SiAN�ARn CfJNSTIt11CTiClA' SAE(:! #+lf:A't'1CTN liCiGli7ViL�N�t'S 141584 Ite�ised 7uiy 1, 2Dl L � U�96113-Z PEAF()KMAFVCE BQNt) Nagc 2 af 2 1 This U€snd is enade ai�d executed i�� compliance with the pravisions of Chapter 2�53 of the 2 Texas Government Code, as amended, and all liabilitics on th�s k�and shall be detet3nineci in 3 uccordanc� with the prc�visions af s�id stat�e. � IlV' W�T��S �'HEREOF, the Principal and the 5u�ty ��ve SIGNL�D and SEAGED 5 this �nstrument by duiy autt�orized agents ar�d offir,�rs on this the 18th �day of�_ (, 6 February ___, 2b 2� . 7 8 9 1Q 11 12 13 ,�. 15 16 17 18 19 20 23 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 4� �Fl 42 43 44 45 ES . � r cipal) Secre ry C� 1 �_ _ �_ "`� � ess as ta Prit�cipa � -�i�../ Witetess as to 5urety - � � -- t'RiNCIPAi,: .R�es Group, �.td. �7,� .�_�._,.� . . % � BY: J � ' � Signature ��s�. zE�� l��r Name and Title � Address: 1520 Parker Road Grand Prairie ._TX 7505fl . __. _ �__��,.��..�._.�LL�_ SUIZETY: Travelers Casualty and Surety Company of Amer�ca BY:. Sigrtature Courtney A. Flaska, Attarney In Fact Name and Title Addr�ss: One Tower Sc�uare _ liart�ard, CT 06183 'ielephone Nurnber: �80 � 747-379 9 i4Note: if si�,med by an vffic�r of the Sureiy Company, there must be an file a certified extraet from the by�lar�us showing that this �erso� has a�thoriiy to sign such obtigation. If Surety's physical address is different fra�n its maiii�zg a�dress, both must be pro�ided. The date of the bonci shall not �e prior to tha dale khe Cantrract is aw�rded. CITY OF NOitT WORTH E. NAjtTHSIAE TJEtIVE & CALD SPRli�(fiS RilAA RA[JNqAt3QUT S'�A1�31)AKI] CUNS"!'1tLIGi'IOIV SPECIPICA'fIC3N i�IJMP.AlTS 1O1584 RCviscd duly 1, 2Ul! BoRd No. 1073$2715 R461 i4.1 PA'YMENT HpND Page! of2 1 2 3 4 5 G 7 8 9 �0 11 i2 13 14 15 �s THE �TATE QT TEXAS CQUlaiTY OF TARItA�T ��CTiD1rF 00 6] 14 PAYM ENT BOND � § I�I+TOW Ai.L 13Y THESE PR��l��iTS: § That we, ___ReyesGrou�,Ltd. __ known as -----------_.__ _..��_ � "Principal" herein, a��d Traveiers Casualty and Surety Campany of America -- _.. _�. � ____^ .. ____._. _ _-, a ccsrporate surety (sureti�s), duly aufharized to do business �n �i�e Sfats of T�xas, &�own as "Sure#y" herein (whelher one or rr�ore}, are held and �rmly baund untv the Cify of Fort Wottlr, a inunicipaI co�poration created �ursuant to tiae laws ofthe State of T�xes, know�t as "City" herei�, i�� the penai ��m o� Two Million Two Hundred Forty Serren Thousand --Fr$ht�CF�11C.�.c�5Uf1Ofl �_ _ _ � _ Dal�ars {$, 2 247,084.50 __), lawful money of the United States, to h2 paid in �ort Worth, Tarrant Caunty, T�xas, for #he payruenk ofwhich sum weil and tr�ly be tnads, we bind oursel�es, aur heirs, executors, acl��inistrators, suceessors and assigns, joint�y and severai�y, firmiy by these presents; ` 17 WHEREAS, Principal has eratered into a oertai� written Canb�act with City, awarded the 18 12th day oP � January _�, Zp 29 , which Cc�n�°act is hereby referred to and i9 made a part Iiercof for ail purposes as if fully set fart� ite�in, to fumisl� alI m�terials, equipment, 20 3abor a�nd ather aceessories as defrneal by Iaw, in the prosecution of the Wnrk as pro�ided far in 21 said Contract and desi�nated as E,�,;��orthside D�ive � Cold 5ur��s Ra}td _Rovndabo�yt, Ci1v 22 Pro� �t_I�utnber .�p7 ��. 23 iiTO�JV, THEREFOItG, THE CQN.I77lTIpN �F THtS QBLIGAT14N is such liiat if 24 Pri��oi�ai shat! pay all monies owing to any {and ail) payment bonc� be��a�ciaiy {as defined in 25 Chapter 2253 of the Texas Governn�cnt Code, as a�nended) i�� the prosecution of the Wnrk under 26 the Contraet, then this obtigation shall be and become �zull and �oid; otherwise ta ��emain in �`ii11 27 iorce Ancl cff�ct. 28 T'his hont� is m�e and executed in compliance with the provisions of Cha�teg 2�53 afthe 29 Texas Governmant Code, as amended, and all tiabilities on tliis bnnd sh�11 be determined it� 30 ar.cc�rdar�ae with the provisions nf said sta#ute. 3i CITI' Q� F'OR'i WOIi'!'f� �, iVUfiTHS2Dh' I)RJl{E @ COLD SPit[NG5 RnA� ROUNI]ABOUT STAIYaARp CoIVSTRUCTip�' SPECT$ICATtON Df?(:iJ�1ENT5 141584 Ifevised July i.2ql l 0061 i4-2 PAYMENT BON13 Page 2 of 2 1 Il�T �7V1'T1�iESS WH�EREOF, the Prinoipal at�d Sc�raty ha�e eaci� SIGNED and SEALED 2 this instru�nsnt by duly anthorized agents and officers on this the '18th ____ c#ay oi 3 �February _ , 2fl 21 . 4 A1"iE5T: r_i. . i �� . a as to Prineipal . �� ;,�;y. .J�EIA� ------- (Sur�ly) 5ecretary 5 6 7 8 9 10 1t 12 . �VitE10SS RS t0 �RrCl"y PRTNCIPAL: Re11es GrouP, Lt,��_�_....__� _ __�-_ `,> ---�- -. - _..__.._.__.._ � . �1': __r� �ign E�re �s G_��s��-� N�n� �� T�t�� Address: 1 a2fl Parker Road Grand Prairie, TX 06'! 83 � SURETY: Trave�ers Casual�and Sure� Company of America � � BY: � � � �� Signafu�•e - - Caurine�r A�flaska, Attarney In Fact Name and Title Addr�ss: One Tawer Square �_ �C4�Qd ��C..��.$� ...� _ _ �. ...� Telepha� Nu�nber: _ ($40�47-�ZLg.�. Note: If si�ned �y a� a�cer ofthe Surety, there must be an fle a ce,rti�ed extraci from the bylativs showing that this person has authori#y to si�m such vbli�atiou. if �urcty's physica� address is difFerent fram its mailing address, hath must be provided. The date of ihe lwnd shal� not be priar to the date the Contwact :s awarded. E1�D OF SECT101� CiTY OF FORT WORTE 1 F;. NQRTHSTf?T:1lR1VF. & COLD 5PR[NGS AOAIl ItC1YJEdI3ABOUT S'CAItifL7ARD C�h'STf�UCTIC)N SPE(;iFICATiUN D�C:EJMENTS lE}15&4 Revised 3uly 1, 201 l Band No.107382715 oasi is-j MA[�f7'�NANCE BOND Aa�e 1 uf 3 t 2 3 4 5 6 7 TAE STATE OF TEXA� COCTIr�TY OF TARRAF�7' �ECTIOlvi fi�l 61 ll MAINTENANC� BOND § § K1�iOV�' ALL SY TR�:S� PRESE1�fTS: � g Th$t we Re�res Grau�, Ltd. _ _ _ _ _ _ _ _-_ -- �, _, known as 9 "Principal" her�in andTravelers Casualt,y�.,and Sur tv Comoally 5�.� �ti�, ��rate sur�ry 14 (sureties, if mare than ane) duly authorizec! to da business in t�e State of Texas, knawn as 1 I "Su�ety" herein (whether one or �nvre), are held and fsrmly bound unta the City of Fort Wor4h, a 12 munici�ai ca or�ttinn created pursuant to the laws of the Stat� of `1'exas, hnown as "City" here[n, �wo Million Two Hundred Forty Seven Thausand 13 in the sum of E�iy Four and 50/10Q--f--��-,-.-------------- _ Dollars 14 ($ 2,247L084.50 �_ ), iawful money of tlje I7nited States, io be paid in Fort Warth, t S Tarrant County, Texas, far paymei�t of which surn �vell and truly 6e �n�ede unto the Ci#y and its 16 suceessors, we bind ourselves, aur heirs, exec�tars, administratars, successors and assigns, jointly 17 and severally, fsrm�y by these presents. i$ lg WHEREA�, the Principal has entered into a ce��tain wri4ten contract with the City awarded 24 the 12th day of ___ �artu�ry �_ _, 2021 , whic� Contract is h�reby 21 refarred to and a�nacls part hereof for all purposes as if �ully set forth l�arein, to funr�ish all 22 mat�rials, �uipt�e�t labor and other accessa�ies as de�ned by iaw, in the pYosec��ivn af the 23 Work, irieluding ar►y Vt�ork resulteng £rorn a duly s.uthor�zed Chan�� rder (collectiyely hcreit�, 24 �he "Vtrark"} as providecf for in said cantract and designated as �. l�i�r�hg�de. Dri�e €� Cold 25 Snr�ngs Ragd_Ra�ndabour,�ity P�°oiect Nuuxber .101��; �nd 2b 27 'WH�REAS, Principal binds itsetf to us� sucF� materials and to so construct the Waric in �8 aacordance with the plans, specifcatians and Gontraat Docutnents that the VVork is �►nd will �9 remain free from defects in materi�als ar workananship fnr ai�t� during the peried of twv (�} �ears 3a a�er the date oiFtnal Acceptance ofthe Wark by the City ("Maintenance Pericsd"); and 3I 32 '4�HEREA�, Princi�al binds itself ta repair or reeonstruct th� Work in whole or in part 33 upon ►�eceiuing nUtice Cronn the City of the need t�►erefor at any time within the Maintenance 34 Yeriod. CI'1"Y �F FOKT WCIRTLI i:, NOR'i'HSIi]E DRIVE & COLn Si'1tING5 RQAD RO[I1�IyABf3UT S7ANDARL7 CQAfSTRUC7'ICV S�"E;GI M7CAT[ON DOCi3MENTS �Q� 589 Revised July 1, 2011 Ui761 19-2 MAISri'1'NNAI�iL:1: RO[dl7 Page 2 of 3 � 2 3 4 S 6 7 S 9 10 li 12 13 14 15 16 17 i$ l9 �a NpW Ti��1tEFORE, tl�e Condition of thss obligatinn is such ihat if Prineipal shall remedy any defecti�re Wc�rk, iar whicl� timely notice was provided by City, to a complelion satis�actory to the City, then this abligatio� sl�a�i become null and void; ot�►er�viss ta reanair� in fu11 forcc and effect. PRUVIDED, HO�JEVER, if Pricacipal shall fail so to t�epair or reconstruct any i�me�y noticed de£ective Worlc, it is agre�cl that #he City may cause any at�d afl such defeetive �ar€c to be repaired and/or reco�strueted with all asso�iateci costs thereoFbeing borne by th� Principal and tha 5urety under this M�intenance �te�nd; and PR4VIDED FURTHER, that if any l�gal acti[�n be filed on this Bond, Venue shall i ie 'sn Tarrant G�unty, Texas or the Uniteti States Distric,� Court fnr the Nortlxerr� District aE Texas, Fc�rt Warth Divisinn; and FROVIDED Fa'ilRTRER, tiiat this obHgation shall be cantinuous in nature and successive recoveries �nay be had hereon for successive breaches. C1Tlf OF FORT WORTIi �_ IdORTH5IT?S DRIVE & COLD SPRINRS ItOAD RQi7NDABOIIT STAhIDftRI:?CUNS"i'HUC:I'IAIV SPh;CI[=1GA'I'1C�N 130CUMF:Ni'S IUI5$4 Reviscd July 1, 2011 ODb118-3 MAINT�NANC:6 �€�ID Page 3 of 3 3 1R1 WITF�T��S WH�REO�', the Principal a�id t��e SureYy have eacli SIGNED and SEALED tiiis 2 instrume��t by duly �uthprized agenis and officers on this ths _ 18th ._ day of 3 � �ebruar�_ _, 20 29 , 5 6 7 8 9 10 11 IZ 13 14 1S tfi l7 18 ]9 �a 2i 22 23 24 Z5 25 2i 28 29 3� �l 32 33 34 35 36 37 �8 39 40 41 ATTFy�S� � cigal) 5ec � tary �� ' ,,�/� � n � � L,d• - __ _ _...._.. .. _ ___ _ _ _. _._ Witness as to Principal i��;�i:`��'� N/A ___ _ _.. .------ - ..�.__... (Surety} Sscretary `� ` !/ v "' Wit�iess as to Surety �._�.—T pIiINCIPA[.,: R��es Grou , �.td. � ___,��. _....._....... _ �-_ _ BY: � ; _ � .� ignatura 7 �n��< � � �� ,1 �.��—�- Name and Title Address: 1520 Parker Raad Grar�d Prairie, TX 75050 SiJRETY: Tra�eEers Casualiy and Surety Company of America __-- ------ RY: �._ ._.._.__ _ �_ �__. Signaturc Co�ctnev A. Fl,aska, Atiome�r. in Fact Name and Title A�dress: One Tower Square Wartford. CT 06183 � Tele�hone]�iumber: _ (80�747-3719 �_ *Nate: If signed by an afficer c�f the �urety Company, there must be an file a cr�ri°i�ed extract from t1�e hy-laws shc�wing that ttiis psrson has autharity to sign such pbli�;ation. If Su�ty's physical addxess is difterent from its mailing address, hoth must be pro�ided. The efate c�f t�e b¢and shali not ts� prinr to f�e date the Cantraci is awarded_ CI"PY QT' FQRT WQi�TH E. NOR'FiISIDE QFCIVE & COi.D SPRINGS RRAi3 Rf)iJNDA[�pUT STANDAIii7 CONS'fRUGTION SPEGIFiCA7'101V D(]CUIVIENTS ta1384 Revised July l, 2!]! 1 � SUrety Company AclmowJedger+tenf STATE QF �LLIlV�IS COUNTY O� COOK SS: Qn this�� I�, �Z-� ---, befoxe m� �ersanally app�ared _ y( -- �• , to me irnown, who, �eing by }ne duly sworn, did depose and say: tlaat (s)l�e xesides at Schaumb�rg, IUinnis, that {s)he is the Attorney int �'act the eorporation d�scribed in and whi� executed the an�ixexed insiru�ent; that (s)he kt�ows ths cor�orate seal af said car•poratio�; that the seal aff�ed to said instr�zment is such corporate seal; that it was s� aff�xed by order of the B.aard af ll�rectors of sfiid co�poration; that (s)he sigu�d his/her name thereto by like orde�; and that the liabi�ities af saici corporation d� no# exceed its assets as ascertained in the manner provided by law. ��JC'""t�•�v� �� - Notary Public in anc�. for the abave County a�zd State My Commission Expires: 4b/23/21 -_�,�,,.,��:..�� _ - S 1EvfAf€7"IdA E3pADTK� .'� ,, C}t=f!C�IAL S�p,[. ��a[€s,y PubJac. SCata of lllinois My Commission Expires Juno 23, 2021 ��b�� , I ��i�y �r�� S��ty ��paar�� of A��°i� Trra*.*�f� �ffiu�ii� and �ur�+ �rr�� 5�. ��r�l Firr� and t�Aar�t�� Ir��e��n� �r�p�a�� UWER O�r i�Y10RF�EY F�a01A1 A�6 AA�1V �iY iHESE �R��@N'f�: That Tra�lars Casualry and Surely Camparry of A�erica, Travalers Casually and Surety Company, and St. Paul Flre and AAarine Irssurance Company �r� corporatlans duiy arganized under ihe Iaws eF th� 5tate at Conne�U�ut (h�rein callestivefy Gaffed ihe "Companies"), and ihat the Ca�npanies do hereby rr[ake, constltute ar�d ap�oir�t Gaa��y A. �legka of Sclx�um�urg, Illinoie, titeir true anti I�wful Attamey-in-�act to sign, e�cera►te, seal and acknawledgs any 8nd alf bontls, re�gnizancas, conditionai unde�takings and o�her uwi6r'�s atrtigatnry 1n the r��ture �er�of an ��haEf of fhe Comganl� in their business of guarani�eing the fidel�ty of p�Tsons, guaranteeing the parFormance of Contrac[s and executfrtg or gvarante�ing bands and underEa�cings required nr permitted in ar�yr actians or proc�adir�qs aliowed by law. I� t6i'il'F�� VRfFOE�OF, the Comparties haveCaused thls lnstrum�nt to 6e sign�d, and their eorporate seals tu be herelo affixed, this 3rd cfay of Fe6ruaryr, 20AT. -iMbt`y�+Y ��yF�trAA,�2F �i�-. i � �� FidAYli44�7: � � � �� L�IN �� . � � • �' �`'+ •a � � Staie of Conn�ctiCut City of iiartford ss. � / By: .--:,..�,�1:��-�t->'��.!-��r.-',' , - Rn4�8rt L. Raney, �E oc Vice Presidern Qn tMis t1'�e 3rti day of F�ebruery, �Di�, befare � personaify �ppeared Rotr�r�t L. R�ney, whci aCknosnA�dged hlmself tQ be ihe S�ni��t' Viae Pres�ent ai 7rav�ars Casu�sty and 9a�rety Com�rany af Arn��ica, TraveEers Casually and Surety Company, and St. Pa�l Fire and Menne Ir�sur�nas Campany, and that he, as sueh, being authndzed so to do, ex�cuted the inr�a[�g instrumenk far tha purposes therein contained by sfgning on behaif of the corporations by himself as a duly authorixed af�cer. In Witness ikhAreaf, I hereunta ssi my han� and ofFrcial s�al. �ly Commission expir�s the 3btk Cfay of June, 2021 �� Y1�we� C � �� NE �ra e C. Teireault, Natery Public This Pow2r of Attorney is granted under and by tt�te authority of the foflowing resafullons adap#e(f by ihe Baerds of Direstars of Trav�lers Casuatly and 5ureiy Cnmpany ot America, Travelers Casualty and Surely Campany, and 5E Paul Fire and Marine Insuranoe Com�ar►y, vrhich resolufions are naw in full tarce and effect, read€ng es iWlows: �iE50LYE8, lhat ihe Chairman, the President, 8ny V'�ce Chairman, any �xequtive Vlee Prestdent, srry 5enior Vioe PresidEr�t, any Uce Pr�iCent, any Second !/Eae President, the Tr�asurer, any Rssistant Treasurar, the Carparate sacretary or any Rssislant 5ecrelsry may ap�oint Attomeys-in-Fact and Agents to 8Ct for and on h�hali of the Company and may give s�tc� appalrrtee such suthoriry 8s his or Fter certificate af autharity may prescr�be to s�gn with the Campeny's na�e and seal with the Company's seal har3ds, recogn�aances, contracts of ind�mnity, and oi►�er writings abl7gatory in th� nafur� of 8 bond, recngnizanoe, or con8itionai urtds�taking, and any af said officers or Ihe Board of Rir�tnrs at ar�y time may r�marre any such app�+niee and re+roke ihe pt�vu�er giv�n him or Ft$r, and it is �URT�IER Rk50LV�tl, that the Chairman, th� Presic+Ent, ar�y Vioe C�airman, arry �wacutive Vice Presidert, any Seniar Vi� Preaident or any Vice President rnay dele�ats atl or any part o#the for�gang auEhctrity to one nr more offiCera or employaes of this Carrtpany, pros�aied that each such de�agatiort is in u+riting and a copy thareoi is flled in the oifi�e of ihe 3ecretary; and it ls FU�7W�R RESOLV��3, that ariy bnnd, recogniz�nee, cor�lract of indemnity, or writing abligatary in th� nafura vf a 6ond, recogni¢ance, or eorttlltional undertaking shal[ � valid and binding upon the Compeny w�en {aj signed by the F'resid�nl, arty 1fiGe Chairman, any Executi+r� �ce Pres'stle�t, s�yr S�nipr Vice F'rF;sident or any �ce Pres9d�nt, eny SeCar�d �/'�ce President, the Treasurer, any Assistetrt TreasurF:r, the Cnrporate SeCrelary ar any Assis�rrt 5ecretary and duly attested and seeiled w+th iha Campany's seal 6y a S�rietary vr Assist�rrt SscrelHry; ar (b) duly �xecuied (un[fer seal, If required) by one or mnre Altamay�-in-�aat a�d qg��s pu�suant ta ihe paw�r p�escribec# in his ar her certifr�r.�te or �ir eeriificates of authority or hy one or rnore Company oifioers pursuanl to a wriften defi2gatEon o( 8uthoriiy; and it is FEIR'iF1�R RESpF.V�B, that tha si�nature af each of ih2 following oifice[s: President, arry EateCutave Vica Pres�derrt, any Senior Vlce Presiderit, aRy ViCp President, any Assislarrt Vlce Pr�esident, any �Cretary, any Assistani $ecretary, and th� sga! nf the Campar►y may be affi�d by facsitrEils ta arry Pavv�r af Rltorrt�y or ta arry certiticale reta�ng therefo appair�ti� ResEdent Vice PresideC�fs, Residertt Assistant Searetaries ar Atlarneys-in-Fact for purposes artly of executing and attesting honds and underfekings and olher writings obligatory in ihe nature theraof, and any Such Ppw�r of Attomey or certitit;ate bearing such fac6imile sEgnBture ar facsirr�ile seal shali pe valld ar�d binding upon ih� Gampsny and any such pouver so e�cuted and veriified �y such facsirnile slgnature and iacsimll8 seal ghall tre vafid artd trirxling on the Company in the futur8 wi�h r'espeCt to an�r bond or und2rsfanding to which it is attar.hed. E, Knri� �. �lughsa, the undersigned, Assistard Secretary of 7rau�ers Casually and 5urety C�npeny of America, Travelers Casuaity and Surety Company, and St. Paut Fire and NEarine lnsurance Cnmpany, do her�by neitify it�t the abo+re and faregoing is a tru�a and comect copy of ihe f�ow+er of Attorr�y executed by aaid Compan�es, rFiiich rem�ins in tull farce end effect. Da#eri this 1$th day of February . 2fl21 �� 3'7YAy� ��s � �� j� g �� s� � ��'i � � , Y�` `7'i r r.� J+j � �C�+' �- - 14�Vin �. Ff!lgh23. AS31 lent SeCfetBfy T Tb ra�r�+l�� tAssr��t}s e�1`t/AIs �Rvr.,er'of�€�a�n�Ey. pl�ae� a�11 e� �t3�i1:3�9. �s �1ler ��e ab�ve-��e9![��ir�� a�r,� Lfr� a'�t�ei�a a�i�ie Erar�� #o r�laPah Ehw �rR+�r is at�ae�red �I�r��i ��i�i�n�l In��P�d e ��r��, �,�� r�fpa�t�r� � v�iti� ��d��-�t�r��l�i�d C��r��ir��n� ��+�r��g� Er��r��t��r�t "��is endorsement ma�lifies insurance prnvideri und�r th� #allowing: COMME�CfAI� G�i��1�AL I.IABfLITY COV�I'�AGE PART !i i� und�r�toad and �gr�ed as fc�lfows: I, 1d�'�EC f:; ,�I� IP��1�� i� �rrt�nded t�r include �s an In�ur�ct any persan ar org�niaa�ian whnm you are required �iy wwii�en eontr�ct ta� adrf as an addilianal insured on this co�eer�ge p�r�, but nnly with res�secf tn liability fnr hadily injur�r� pr�per�r dmmag� or perstonal �nd adv�rtisir�g injurry caused in whole or in p�rt by your acts or amissians, or the acts or c�missions of thr�se atting art y�rur b�;}�alf: A. in the perfnrrr�ance �f ycrue vngaing c��er�kic�ns �ubj�ct to �uch w�itt�n �ontr�et; or 8. ir� t�e per��rm�nce c�f your worla su�ject to such written �ont�a�t, but nnly with r�spect tr� bodily in�ur� or pwop�rty d�rr��ge in�luded in th� pro�uct�-cn�npl�t�d aperaiions h�x�r�l� �nd anly if: 9, the� w�iff�rt �d�t�ct requires you ka prnvide the additi��tal insured such cover�g�; �nd �. this eob��°�g� p�r� provides such caweragl�. tl. But if tH� wrifQ�t� c@ntr€�ct requires: A. �dditinr��l insured coverage under the 11-8� �dition, 90-�3 edition, ar 1�-01 editinr� of CC20i�}, or und�r the 1 q-fl1 edilion �f �G2Q37; or �. addifion�l insured cover�ge with "�risin� out of' l�nguage; or �, �ddifia��l insured �overa�e io th� gre�te�t e�cter�t permissibl� by lew; �hen p�ragraph I. �bav� is del8ted in iis �ntir�ty and re��aned by th� folfowirtg: 16�Wt� 1� APi IR��URE� iS �mer�ded ta in�lude as an tnsured arty �erson or orgar�ixation wl�om ynu �r� required by written cQntr�ct to �dd as �n �dditional insure�i csn t�is �o��r�g� part, but only with r�spect ta lial�ility fer bodily lnjury►� proPe�tY damage nr per��r��1 �nd �dver�l�i�� i�jury �ris�ng �ut vf �o�r wr�r�Ec that is su�ject #t+ s�ch wri��rw ��4raat. Ili. Sr�bje�t alway� to the terms and conditians of fhis pal�cy, inaluding the limlts of insur�r�ce, th� Insursr►taill hat pr�vider su�h �ddi#ion�l in5ur�d wikh: A. cov�rag� brr��er #h�n r�quirec� �y i�e aer�i#4�n c�r�tp�et; or �. a t�igh+er limit of i��uran�e than required by ihe �vri�t�H �ar�tr��#. !V. �"h� ir��ur��ee granted by this endorsement to th� �dditional insured dne� nn# �p�iy ta bt�tlily �nju�►� �r�Per�+ ciamag�, c�r �a�onal an�f �db�r�i�iH� inj�rs+ ari�ing �ui of: ,�. th� r�r�deri�g �f, or th� f�ilur� to r�n�er, any pr�i�ssion�l �r�hiteetu��I, en�ineerir�g�, �r surtreying s�rWi�es, inCluding: �. lh� pr�p�ring, approving, ar f�ilir�g t� pr�p�r� �r �p�rove m�ps, s�� r�wings, opinions, repoys, s�ro�ys, fi�td �rd�rs, ch�:nge c�r�l�rs �r drawing� �r�d �peei�ic�ti�r�s; �r�d �, su��rvigory, ins�ection, �r�hitectur�l c�r r�ngin��ring �ctivftl��; or �. any pr�misgs or work for which thr� �cldition�l ir�s�r�d is sp�ci�cally listed as �n �dditian�l in€ur�d or� aHoth�r end�rs�m�nt a�ached to this �ev�rage p�r�. V. Und�r GC�AAAA�F�GfA�L ��Rl�R�l� �I��1LI7Y �BNEL I'TIl�F��, tha G�r��itinn entiil�d �th�r tns�r�n�a i� amer�d�d t� �dd the fallcwin�, which s�per�ed�s �Ny �ravisi�n t� th� �antr�ry in thi� �ondition or el�ewh�r� in thi� c+��r�ge ��: Rrlm�ry an� [Von�ontrlbutory Insuw�nc� G�lAi50�'�XX (10-� �y - - - -� �alicy N�: 6q8{i3��9�7 Pag� 1 0{ � �ndors�m�nt Edt�; {li �l�ti��l �ire Insuranc� �a. caF k1�rkFord Eff��tiv� ��t�: �41�]1l20�� lr��ur�d N�me: I��y�s C�roup, Ltd. CoAyrlpht CNA A!I #�IgF�ts �ie6en+ed, IC�Cludas copyrigislec� m�l��f810( Insur�nCe 5swlces OHiCe, Inc., �vifh i1S permissian. ��:�IY�� i��1d�i�l ��6� � ��i�r�� 'r�� 1�0� ��n�r��rs � �with ��c��t��t�r��%�d �p�r�ti�r�� C�v�r�� d�r��r�er�t With res�ect tn nt�er insur�r�ce av�il�bl� i� th� addil+or��f insured urtd�r which the adclftic�rtaE insured is a named in�ured, th3s irtsur�nc� is prirn�ry tr� �nd wi�l noi �eek eanlrif�uti�n from such ather insuranc�, �artavid� that � v�+rit4en c�ng��t requires the insurancs pr�vid�d by this pnlicy tr� be: �. prim�ry �r�d nan-contributing vuith other insurano� �v�il��le to the �t�dikiar��l insur0d; ar �. primary er7d #� n�t seek �ontridutic�n �rom �ny other insuran�e auail�bl� ta the �dditional ir��ur�d. Buk ex�ept as specif�d above, this insur�nc� will �e ex��ss o4 �Il �th�r insurartce ��ilahle #t► the additit�n�l insur�d. '�f. �oleky with respent to the insuranc� grartked by this �r�alrarsem�nt, the se�ti�n enlift�d ��iVi�N�RCIA�, ts�W��A� �,IA�l�IiY CO�tI�IYIC�P�� is amertded �s follows: The Condili�n �ntitled Liutles ln �'he �vent of �ccur�ence, ��snse, Claim �r �uit is �mended with the ad�itian nf the following: Ar�y �dditior��E fnss�red pursu�nt to this endorsemenf will �s soon �s practicable: 9. giwe ti�e insurer written noiice ot �ny cl�tm, or any oce�arre�ne� ar offe�se which rn�y r�ault in � claim; �. sen� 1he Insur�r Copi�s nf �IE Isga[ papers received, �nd otherwise �onperate with the ir�surer in th� investigaii�r�, �ef�nse, or settl�m�nt of th� �lairm; and �. malce av�[I��le any oth�r in5urance, and kender �he defer��e an� ind�mniiy t�f any �lalm t� �ny ather insurer ar �elf-i�sur�r, whose p�liey or program applies t� � lass th�t tl�e Insurer cover� under thi� �o��r�g� p�rt. Hawever, �f ihe w�itten cont�ac� ��quire� this insur�nc� to be �rimary and nan-cQntributory, this p�ragra�H �, dc��s r�ot apply to insur�nce nn whi�h the additi�nal ifl�ur�td is a nam�d Ensurec�, The lnsurer has no duky kn defend or indemnify an eddition�l iNsur�d und�r this endnrsement ut�iit tFi� insurer r�ceives writtery �ratic� of ��laim fram th� �dditi�nal insured. 111l. Soiely with resp�ct to f�e insurance grented by this endorserr�ent, th� �ection er�titl�d 9��'t�I�lOI�� is �mended tn ad�l tF�� fa�lowing de�nitiat�: t�ritten c�n#�ct rne�ns � writte� c�ntract �r wriNen agr�ement that req�ires you ta �make a persdn �r or��i�etian an 2rdc�itian�l insured on this cv►�er�ge par�, provided the con#r�ct or �greerner�t: ,�a. is aurrenkly in efFect nr t�eaarnes �ffectiu� t{uring tl�� term �f this policy; �nd �. w�s executed prinr trs: 9. the hardily ittjury or ��operty damage; nr 2. the bffer�S� thet c,�uS�d the ��r��e��,l ar�d ��1�ae�rr�isir�� I�jl�ry� far w�tich th� additl�nal in�ured ��k� ��ver�ge. Ar�y ��v�r�.ge gra�ted by this �nd�rs�rnent sh�lE ��ply sateiy ia the esct�nt p�rmissibl€a by I�w. AII �th�r terrr�s ar�d cor��itior�s af th� I�r�li�y rem�ir� un�hsng�d. '�'�is enc{orsement. w�iich farrns � p�� of ��d is for �,ttach�n�n# to the �'c►licy iss�aed tay Ihr� d�5ignated lr�surer�. t�k�s eff�ct Qn the �ff��tiv� d�k� �f said �aficy �t the hour st�t�d in said �aliay. uniess ar�dther df��eRiv� date i5 sh�v�rN �elnw, �nd �xpires e�ncurr�ntly witFi s�id �oli�y. _ __ _ CAlP�75@i9XX ('10-18� �� ----- Policy N�: ��CI�B�+�ii7 ��g� 2 of 2 �r��Qr��rn�nt R�v: 0'i [�ati�re�l Fir� In�ur�r�cs �o. of ��rif�rd �ff�c#i�e dat�: i�4l0�1202� lnsur�d N�r�e: R�y�s �raup, Ltd. Ce�yri�F�t CNA At! Rlghts Res�rved, Includes t�py�ight�d material of Insur�nc�e Sarvlces OfBta, Ino., with Its p�rrnissian. S'�'ANI��.1� �]El�T�El�]L �`�l�TI)I'�'��l�S �F 'I'�E ��l�S'I'I�UC'�'��1� COl�TTl��"I' CITY OC FORT WOR'1'FI STANDARDCONSTRUCTION SPECIFICA'l'fON DOCUMENTS Revision; Nlanch9,2020 STANDARD GENERAI_. CONDITIONS OF THE CONSTRUCTION CONTRACT TASLE oF co�TE�vTs Article 1— Definitions and Terminology ...................................................................................... 1.01 Defined Terms ........................................................................................................... 1.02 Terminolo�;y .............................................................................................................. Page ........1 ........1 ........ f> Article2— Preliminary Matters ......................................................................................................................... 7 2.41 Copies of Documents ....................................................................................................................7 2.02 Commencernent o� Contract Time; Notice to Proceed ................................................................ 7 2.03 Startin�; the Work .................................................................... ..................................................... . 8 2.04 Before Starting Construction ........................................................................................................ 8 2.05 Precons#ruction Conference .......................................................................................................... 8 2.06 Public Meeting .............................................................................................................................. 8 2.07 Initial Acceptance of Schedules .................................................................................................... 8 Article 3— Contraci Docurnen.ts: Intent, Amending, Reuse ............................................................................ 8 3 .O 1 Intent ........ . .............. . ................... ............ ............ . ............. ............. .. ......... ................. . ............ ....... 8 3 .02 Reference S#andard� ........................................................... . . . ........................................................ 9 3.03 Reporting and Resolvin� Discrepancies ................................................... 9 3.04 Amending and Supplementing Contract Docurnents .................................................................10 3.05 Reuse of Docurnents ...................................................................................................................10 3.06 Electronic Data ............................................................................................................................11 Article 4-- Availability of Lands; Subsurface and Physical Conditions; Hazardous Enviranmental Conditions; Reference Points ........................................................................................................... ll 4.01 Availability of Lands ..................................................................................................................11 4.02 Subsurface and Physical Conditians ..........................................................................................12 4.03 Differing Subsurface or Physical Conditians ................................. ............................................12 4.04 Undergraund Facilities ...............................................................................................................13 4.05 Reference Points .........................................................................................................................14 4.06 Hazardous Environmental Condition at Site ..............................................................................14 Article 5— Bonds and Insurance ............................................................................... 5.01 Licensed Sureties and Insurers ............................................................. 5.02 Performance, Payment, and Maintenance Bonds ................................. 5.03 Certificates af Insurance ....................................................................... 5.04 Contractar's Insurance .......................................................................... 5.05 Acceptance of Bonds and Insurance; Option to Replace ..................... Article 6 — Contractor's Responsibilities .............. 6.01 Super�ision and 5uperintendence..... .......................................... ......................................16 ...................................... lb ......................................15 ......................................16 ......................................18 ......................................19 .......................19 .......................19 CT'I'Y OF FORT WOR"i'Fi STArIDARDCONSTRUCTiO%f SYrCIF'ICA'1'lON DOCUM�NTS Re�ision: A��urh 9, 2D2{1 6.02 6.03 6.04 6.05 6.06 6.07 6.08 6.09 6.10 6.11 6.12 6.13 6.14 b.15 6.16 6.17 6.18 6.19 6.20 6.21 6.22 6.23 6.24 Labor; Working Hours ................................................................................................................20 Services, Materials, and Equipment ...........................................................................................20 ProjectSchedule ..........................................................................................................................21 Substitutes and "Or-Equals" .......................................................................................................21 Concerning Subcontractors, Suppliers, and Others ....................................................................24 WageRates ..................................................................................................................................25 Patent Fees and Royalties ........................................................................................................... 26 Permitsand Utilities ....................................................................................................................27 Lawsand Regulations ................................................................................................................. 27 Ta�es ........................................................................................................................................... 28 Use of Site and 4ther Areas ....................................................................................................... 28 RecordDocuments ......................................................................................................................29 Safetyand Protectian ..................................................................................................................29 SafetyRepresentative ..................................................................................................................30 Hazard Camrnunication Programs ............................................................................................. 30 Emergencies and/or Rectification ............................................................................................... 30 Submittals.................................................................................................................................... 31 Continuingthe Work ................................................................................................................... 32 Contractor's Generai Warranty and Guarantee ..........................................................................32 Indemnification......................................................................................................................... 33 Delegation of Professianal Design Services ..............................................................................34 Rightto Audit .............................................................................................................................. 34 Nondiscrimination....................................................................................................... ................ 35 Article 7- Other Work at the Site ................................................................................................................... 35 7.Q1 Related Work at Site ...................................................................................................................35 7.02 Coordination ................................................................................................................................36 Article 8 - City's Responsibiliiies ................................................ ................................................................... 8.01 Communicatians to Contractor ...................................................................................................36 $.02 Furnish Data ................................................................................................................................36 8.03 Pay When Due .............................................................................. ........36 ...................................... 8.Q4 Lands and Easements; Reports and Tests ...................................................................................36 8.05 Change Orders ............................................................................................................................. 35 8.06 Inspections, Tests, and Approvals .............................................................................................. 36 8.07 Limitations on City's Responsibilities ....................................................................................... 37 8.08 Undisclosed Hazardous Environmental Condition .................................................................... 37 $.09 Compliance with Safeiy Program ............................................................................................... 37 Article 9- City's Observation Status During Construction ........................................................................... 37 9.01 City's Project Manager .. ... ....................................................................................................... 37 9.02 Visits to Site ................................................................................................................................ 37 9.03 Authorized Variations in Work .................................................................................................. 38 9.04 Rej ecting Defective Work .......................................................................................................... 38 9.05 Determinations for Work Performed ..........................................................................................38 9.06 Decisians an Requirements of Contract Documents and Acceptability of Work .....................38 CITY OP PORT WOR'I'H STANDARDCQNSTRUCTION SPECIFICA7'ION DOCUMENTS Revision: Maro1i 9, 2D2D Article 10 - Changes in the Wark; Claims; Extra Work ................................................................................38 10.01 Authorized Changes in ihe Work ............................................................................................... 38 10.02 Unauihorized Changes in the Work ........................................................................................... 39 10.03 E��cution of Change Orders .......................................................................................................39 10.04 Ex�ra Work ..................................................................................................................................39 14.05 Notificatian to Surety ..................................................................................................................39 10.06 Cantract Claims Process .............................................................................................................40 Article ll- Cost of the Work; Allawances; Unit P�ice Work; Plans Quantity Measurement ...................... 41 11A1Cost ofthe Wark .........................................................................................................................41 11.02 Allowances ..................................................................................................................................43 11.03 Unit Price Work ............ .............................................................................................................. 44 11.04 PIans Quantity Measurement ......................................................................................................45 Articie 12 -- Change of Contract Price; Change of Contract Time .................................................................46 12.01 Chan�e of Con�ract Price ............................................................................................................ 46 12.02 Change of Con�ract TiFne ............................................................................................................47 12.03 Delays ..........................................................................................................................................47 ArticIe 13 - Tests and Inspections; Correction, Removal or Acceptance of Defective Wark ...................... 48 13.01 Notice of Defects ........................................................................................................................ 48 13.02 Accessto Work .................................................................................................... ....................... 48 13.03 Te�ts and Inspections ..................................................................................................................�8 13.04 Uncovering Work ........................................................................................................................49 13.05 City May Stop the Work ............................................................................................................. 49 13.06 Correction or Removal of Defective Work ................................................................................50 13.�7 CorrectionPeriod ........................................................................................................................50 13.08 Acceptance of Defecti�e Wark ................................................................................................... 51 13.09 City May Correct Defecfive Work ................................................ ............................................ . 51 Article 14 - Payments �o Contractor and Connpletion ................................ . 52 ........... . ....................................... 14.01 Schedule of Values ...................................................................................................................... 52 14.02 Pragress Payments ...................................................................................................................... 52 14.03 Contractor's Warranty of Title ................................................................................................... 54 14.04 Partial L.Itilization ........................................................................................................................ 55 14.05 FinalInspection ...........................................................................................................................55 14.06 Fina1 Acceptance ......................................................................................................................... SS 14.07 Fina1 Payment ..............................................................................................................................56 14.08 Fina1 Completion Delayed and Partial Retainage Release ........................................................ 56 14.09 Waiver of Claims ........................................................................................................................ 57 Article i S- Suspension of Wark and Termination ....................................... ................................ 57 ................. 15.O1 City May Suspend Work .............................................................................................................57 15.02 City May Terminate for Cause ................................................................................................... 58 15.03 City May Terminate For Canvenience ....................................................................................... 60 Article 16 - Dispute Resolution ................. 16.o1 Metnods and Procedures........ .......61 ....... 61 CITY OF FOAT WORTH STANDARDCONS"CRUCTION SP�CIFICATION DOCiIMENTS Revision: Mar�h 9, 2020 Article 17 — Miscellaneous ................................................................. 17.01 Giving Notice ................................................................. 17.02 Computation of Times ................................................... 17.03 Cumulative Rem�dies .................................................... 17.04 Survival of Obligations .................................................. �7.Q5 Headings ......................................................................... ............................................................. 62 ............................................................. 62 ............................................................. 62 ............................................................. 62 ............................................................. 63 ............................................................. 63 C1TY OF PORT WOR'tI i STANDARDCONSTRUCTION SPECIFICA7'iON DOCUMENTS Revision: Mamh9,2020 oo�aoo-i GEN�RAL CONDITIONS Page 1 ofb3 ARTICLE 1-- DEFII�iITIOl�S AlliD TERMINOLOGY 1.01 Defined Tet�ms A. Wherever used in thes� General Conditions or in other Contract Docufnents, the terms listed below ha�e the meanings indicated which are applicable to both the singular and plizral thereo�, and words denating gender shall include the rnasculane, feminine and neuter. Said ter�s are generally capitalized or written in italic�, but not always. When used in a context consistent with the definition of a listed-defined term, the terrz� sha11 have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms wifh initial capital letters in the Contrac# Documents include references to identified articles and paragraphs, and the titles of other documenis or forms. 1. Addenda Written or graphic instruments issued prior ta the opening of Bids which clarify, correc�, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement—The written instrurnent which is evidence of the agreement between City and Contracior covering the Work. 3. Appliccation fo� Payment—The form accep�able to City which is to be u�ed by Contractor during the course of the Wark in requesting progress or final payments and which is to be accompanied by such supporting documentatian as is required by the Contraci Documents. 4. Asbestos Any material that contains more than one percent asbestas and is friable or is releasing asbestos fibers in�o the air abo�e current action levels establi�hed by the United States Occupational Safety and Health Adzx�inistra�ion. 5. Award -- Autharization by the City Council far the City to enter into an Agreement. 6. Bic� The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for tlie Work to be performed. 7. Bic�c�er The individual or entity who submits a Bid direc�ly to City. 8. Bidding Documents—The Bidding Requirements and the proposed Cantrac� Documents (including a11 Addenda). 9. I3idding RequiYemerats---The advertisement or Invitation to Bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 10. Business Day — A business day is defined as a day that the City conducts normal business, �;enerally Monday through Friday, except for federal or state holidays observed by the City. 11. Calendar Day — A day consisting of 24 hour� measured from midnight to the next ir�idnight. CITY OF FORT WOATH S'I'AI�DARBCQ�TSTRUCT[ON SPEC[FICAT[Ol� DOCUMETlTS Etevision: March 9, 2020 00 72 DO - l GENERAL CONDITIONS Page 2 of 63 12. Change Orde�=A document, which is prepared and approved by the City, which is signed by Contractor and City and authorizes an addition, deletion, ox revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date o�the Agreement. 13. City— The City of Fort Worth, Texas, a home-rule municipal corporation, authorized and chartered under the Texas State Statutes, acting by its governing body through its City Manager, his designee, or agents auihorized under his behalf, each of which is required by Charter to perform specific duties with responsibility for final enforcement o� the contracts involving the City of Fort Warth is by Chatter vested in the City Manager and is the entity with wharn Contractor has entered into the Agreement and for wham the Work is ta be �erforrned. 14. City Attorney — The officially appointed City Attorney of the City of Fart Worth, Texas, or his duly authorized representative. 15. City Council - The duly elected and qualified governing body of ihe City of Fort Worth, Texas. 16. City Manager — The officiaily appointed and authorized City Manager of the City of Fart Worth, Texas, or his duly authorizad representative. 17. Contract Claim A demand or assertion by Ciiy or Contractor seeking an adjustment of Contract Price or Contract Time, ar boih, or other relief with respect to the terms of the Contract. A deznand for money or services by a third parry is not a Contract Claim. 1 S. Contract The entire and integrated written document between the City and Contractor concerning the Work. The Coniraci contains the Agreement and a11 Contract Documents and supersedes prior negotiations, representations, or agreements, whether written or ora�. 19. Contract Docufraenis—Those items so designated in the Agreement. All items listed in the Agreement are Contract Documents. Approved Submittals, othear Contractor submittals, and the reports and drawings of subsu�ace and physical canditions are not Contract Docutnents. 20. Contract Price The moneys payahle by City to Contractor far campletion of the Work in accordance with the Contract Documer�ts as stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Wark}. 21. Cont�act Time The number o� days or the dates stated in the Agreement to: (i) achieve Milestones, if any and (ii) complete the Work so that it is ready for Final Acceptance. 22. Contractor—The individual or entity with whom City has entered into the Agreement. 23. Cost of the Work—See Paragraph 11.01 of these General Conditions for definition. c�TY or rox�r woa��-� STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9, 2020 OD 72 00 - 1 GENERAL CONDITIONS Pagc 3 of 63 24. Darraage Claims — A demand for money or services arising from the Project ar Site from a third party, City or Contractor exclusive of a Contract Claim. 2S. Day or day — A day, unless otherwise defined, shall mean a Calendar Day. 26. Director of Aviatiora — The officially appointed Director of the Aviation Department of the Cify of Fort Worth, Texas, ar his duIy appointed representative, assistant, or agents. 27. Directo� of Pa�ks and Community Services — The officially appointed Director of the Parks and Community Services Department of the City of Fort Worth, Texas, or his duly appointed r�presentative, assistant, or agents. 28. Director af Plannirag and Develaprraent — The off'icia�ly appointed Director af the Planning and Developmeni Department of the City of Fart Worth, Texas, or his duly appointed representative, assistant, or agents. 29. Director of Tru�nsportcation Public Wo�ks — The officially appointed. Director of the Transportation Public Works Department of the City of Fort Worth, Texas, or his duly appointed representat�ve, assistani, or agents. 30. Director of Waler Depa�tnaent — The officially appointed Director of the Water Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 31. Drawings That part of the Contract Docurzients prepared or approved �iy Engineer which graphically shows tl�e scope, extent, and character of the Work to ba performed by Contractor. Submittals are not Drawings as so defined. 32. Effeclive Date of the Ag�eement—The date indicated in the Agreement on which it becomes effective, but if no such date is indica�ed, it means the date on which the A�eernent is signed and delivered by the last of the two parties to sign and deli�er. 33. Engineer The licensed prafessional en�ineer or engineering f�rm registered in the State of Texas performing professional services �or the City. 34. Extra Wo�k — Additional work made necessary by changes or alterations of the Canfract Documents or of quantities or for other reasons for which no pxxces are provided in the Contract Documents. Extra work shall be part ai the Work. 35. Ffelc� Order — A written arder issued by City which requires changes in the Work but which does not involve a chan�e in the Contract Price, Contract Time, ar the inte�t af the Engineer. Field Orders are paid fram Field Order Allowances incorporated into the Contract by funded work type at the time of award. 36. Final Acceptance — The written notice �iven by the City to the Contractor that the Work specified in the Cantract Docuznents has been completed to the satisfaction of the City. C1TY OF FdRT WORTH STANDARDCONS'['IZ[]CTION SP�CIFICATION DpCUivIFN"1'S Revision: M�h 9, 2Q20 oa �z ao - � GEN�FZAL CONDITIONS Page 4 of 63 37. Final Inspection — Inspection carried out by the City to verify that the Contractor has cornpleted ihe Work, and each and every part or appurtenance thereof, fully, entirely, and in confarmance with the Contract Documents. 38. General Requirements—Seciions oiDivision 1 of the Cantract Documents. 39. Hazarclous Environmental Condition The presence ai the Site of Asbestos, PCBs, Petroleurn, Hazardous Waste, Radioactive Material, or other materials in such quantities or circumstances ihat may pres�nt a snbstant�al danger to persons or property exposed thereto. 40. Hazardous Waste—Hazardous waste is defined as any solid waste listed as hazardous or possesses one or more hazardous characteristics as defined in the federal waste regulations, as amended from time to time. 4i. �aws and Regulations—Any and all appIicable laws, rules, regulation�, ordinances, codes, and orders of any and all governmental bodies, agencies, authorifies, and courts having jurisdiction. 42. Liens---Charges, ,security interests, or encutnbrances upon Project funds, real property, or personal property. 43. Majo� Ilenz — An Item of work incIuded in the Contract Documents that has a total cost equal to or greater than S% of the original Contract Price or $25,000 whichever is less. 44. Milestone—A pz�incipal event sp�cified in the Contract Docurnents relating to an intermediate Co�ntract Time prior ta Final Acceptance of the Work. 45. Notice of Award—The written notice by City to the �uccessfi�l Bidder stating that upon timely compliance lay the Successful Bidder with the condifions precedent listed therein, City will sign and deIiver the Ageement. 46. IVotice to P�-oceed—A written notice given by City to Contractor fixing the date on which the Contract Time will commence io run and an which Contractor shall start to perform the Work specified in Contract Documents. 47. PCBs Polychlorinated biphenyls. 4$. Petroleum—Petroleum, includin� crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 paunds per square inch �bso�ute), such as oil, petroleum, fuel oil, oil sludge, oil refiase, gasoline, kerosene, and oil mixed with other non-Hazardous Waste and crude oils. 49. Plans — See definiiion of Drawings. C1TY O� FORT WORTH STANDARDCONSI'RUCCION SPECIFICATION DOCUM�NTS Revision: Ma�r��9,2020 00 72 00 - l GENEFtAL CONDITIONS Page S ofb3 50. Project Schedule A sch�dule, prepared and maintained by Contractor, in accordance with the General Requiremen�s, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. S 1. Projecl—The Work to be performed under the Contra.ct Documents. 52. Project Manager The authorized representative of the Czty who will be assigned to the Siie. 53. Pubiic Meelirag — An announced meeting conducted by the City to facilitate pubiic participation and to assist the public in gaining an informed view of the Project. 54. Radioactive Material-�-�ource, special nuclear, ar byproduct ma�erial as defined by the Aioz�nic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 55. Regula� Working Hours — Hours beginning at 7:00 a.m. and ending at b:00 p.m., Monday thru Friday {excluding legal holidays). 56. Samples—Physical examples of materials, equipment, or workmanship that are representative of some portion oF the Wark and which establish the standards by which such portion of th� Work wili be judged. 57. Schedule of Submittals—A schedule, prepared and maintained by Contractor, af required submittals and the time requirements to suppart scheduled performance of related construction activitie�. 5S. Schedule of Values--A schedule, prepared and maintained by Contractar, allocating portions of the Contract Price to �arious portions of the Work and used as the basis for reviev,�ng Contractor's Applicatiflns far Payment. 59. Site—Lands or areas indicaied in the Contract Documenis as being furni�hed by City upon which the Work is to be performed, including rights-of way, perrnits, and easements �or access thereto, and such other lands furnished by City which are designated for the use of Contractor. 60. Specifacations—That part of the Contrac� Documents consisting of writt�n requirements for materials, equipment, systems, �#andards and workmanship as applied to ihe Work, and certain administrati�e requirements and procedural nnatters applicable thereto. Specifications may be specifically made a part of the Contract Docurnents by attachment ar, if not attached, may be incorpara�ed by reference as indicated in the Table af Contents (Di�ision 00 40 00) of each Project. 61. Subconlractor An individual or entity having a direct contract with Contractar or with any other Subcontractor for the perfarmance of a part af ihe Work at the Site. CITY OF FORT WO[2'I'H STANDARDCONSTAUCTION SPECiFICA770N DOCUMENTS Revis ion: Much 4, 2D20 oo7aao-i GENERAL CONDITIONS Page 6 of 63 62. Suhmitt�als—All drawings, diagrams, illustrations, schedules, and o#her data or information which are specifically �repaxed or assembled by ar for Contractor and submitted by Contractor to illustrat� some portion of the Work. 63. Successful 13idder The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 64. Superintendent — The representativ� of the Contractar who is available at all tirnes and able to receive instructions from the Ciry and to act for the Coniractor. 65. Supplementary Conditions—That part of the Contract Documents which amends or supplements these General Condirtions. 66. Supplier A manufacturer, fabricator, supplier, distributor, materialman, or vendor har�ing a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to ba incorporated in the Work by Contractor or Subcontractor. 67. Unde�-ground Facilities All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including hut not limited to, those that convey electricity, gases, steam, liquid petroleunn products, telephane or other cammunications, cable television, water, wastewater, storm water, other liquids or chemicals, or traff c or oiher control systems. 6$ Unit Price Work--See Paragraph 11.03 of these General Conditions for defnition. 69. Weekend Working Hours — Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal haliday, as approved in advance by the Ciry. 70. Work The entire construction or the various separateiy identifiable parts thereof required to be provided under the Contract Doc�unenis. Work includes and is the result of performing or providing all labor, services, and doc�unentation necessary to produce such construction incIuding any Change Order or Field Ordex, and furnishing, installing, and incorporating all materials and equipment inta such construction, all as required by the Contraci Documents. 71. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or Zegal holidays authorized by the City for contract purposes, in which weather or other conditions not under the contral af the Contractor will permit the performance of the principal unit of work underway for a continuous period oinot less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The wards and terms discussec� in Paragraph 1.02.B through E are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated rz�eaning. B. 1"ntent of Certain Terfns o� Adjectives: C1TY OF FORT WOR'I'FE STANDARDCONSTRUCTION SPECIFICA'PiON DOC[JNfENTS Revision; Nfarch9,2Q20 00 72 00 - 1 GENERAL CONDITIONS Page 7 of 63 1. The Contract Docurnents include the terms "as ailowed," "as approved," "as ordered," "as directed" or terms of like effecf or import to au�liorize an exercise of judgment by City. In addition, the adjectives "reasonab�e," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of City as to the Work. �t is intended that such exercise of professional judgment, action, or determination will be solely to e�aluate, in general, the Wark for campliance with the infarmation in the Contract Docurnents and with ihe design concept of the Praject as a functioning whole as shown or indicated in the Contract Dacuments {unless there is a specific statement indicating atherwise). C. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Cont�act Documents; or b, does not meet the requirements of any applicable in�pection, reference standard, test, or approval referred to in the Contract Docurnents; or c. has been damaged prior to City's written acceptance. D. Furnish, Irastall, Perfo�m, Provide: 1. The vcrord "Furnish" or the word "�nstall" or the ward "Perform" or the word "Pro�ide" or the word "Supply," or any combination or similar directive or u�age thereof, shall mean furnishing and incorparating in �he Work including all necessary labor, rnaterials, equiprnent, and everything necessary to perform the Work indicated, unless specifically lirnited in the context used. E. Unless stated otherwise in the Cont�act Docu�nents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2 — PRELIMII�IARY MATTERS 2.01 Copies of Documents City sha1� furnish to Contractor one (1) ariginal executed copy and one (]) electronic copy of the Contract Documents, and four {4} aciditional copies of the Drawings. Additional capies wi11 be furni�hed upon request at th� cost of reproduction. 2.02 Commencement af Contract Time; Notice to Proceed The Contract Tirne will commence to run an the day inciicated in the Notice to Proceed. A No�ice to Proceed may be given no earlier than 14 days after th� Effective Date of the Agreerneni, unless agreed to by both parties in writing. CI'CY OF FORT WORTH STANDARDCO�TSTRUC"fiON SPECIPICATION DOCUMENTS Revision: Murki 9, 207A D0 72 00 - � GENERAL COIVDITIONS Page S of 63 2.03 Starting the Work Coniractor shall start to perform the Work on the date when the Contract Time commences to run. No Work sha11 be done at the Site prior to the date on which the Contract Time comrnences to run. 2.04 Before 5ta�ting Canstruction Baseline Schedules: Submit in accordance with tne Contract Documents, and priar to startirig the Work. 2.05 �reconstruction Conference Befare any Work at the Site is started, the Contractor shali attend a Preconstruction Conference as specified in the Contract Documents. 2.46 Public ll�leeting Contracior may not znobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeiing as scheduled by the Ciiy. 2.07 Initial Acceptance of'Schedules No pro�ress payment sha11 be made to Contractor unti� acceptable schedules are submitted to City in accordance with the Schedule Specification as provided in the Contract Docutnents. ARTICLE 3— C01�1TRACT DOCUME�TTS: I1�1TE1liT, AMElliDIliiG, REUSE 3.01 Intent A. The Contract Documents are compiementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents ta describe a functianally camplete project (ar part thereof} to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equip�nent that reasonably may be inferred frorn the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated resul� will be provided whether ar not specifically called for, at no additional cost to City. C. Clarificatians and interpretations of the Contract Documents shall be issued by City. D. The Specifications may vary in form, format and style. Some Specifica�ion sections may be written in varying degrees of streamlined or declarat�ve style and some sections may be relatively narrative by comparison. Omission of such words and phrases as "the Cantractor shall," "in conformity with," "as shown," or "as specified" are intentional in streamlined sections. Omatted words and phrases shall be supplied by inference. Similar types of provisions may appear in various parts of a section or articles within a part depending on the format of the CITY QF FORT WORTH STANDARDCONSTRUCTION SPECIFiCATION DQCUMENTS Revision: Matrh9,2020 00 �2 00 - � GENERAL CONDITIONS Fage 9 of 63 section. The Contractor shall not take ad�antage of any variation of forrn, �ormai or style in making Contract Claims. E. The cross referencing of specification sections under the subparagraph heading "Related Sections include but are not necessarily limited to:" and elsewhere within each Specification section is provided as an aid and con�enience to the Contractor. The Contractor sha�l not rely on the cross referencin� pravided and shall be responsible to coordinate the entire Work under the Contxact Documents and pra�ide a complete Praject whether or not the cross referencing is provided in each section or whether or not the cross referencing is complete. 3.02 Reference Standard.s A. Standards, Specification�, Codes, Laws, and Regulation� Reference to standards, specifications, manuais, or cades of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by irnplication, sha11 mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening af Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specificaIly stated in the Contract Documents. 2. No pro�ision af any such standard, specif cation, manuai, or code, or any instruction of a Supplier, sha11 be effective to change the duties ar responsibilities of City, Contractor, or any of their subcontrac�ors, consultants, agents, or employees, from those set forth in the Contract Documents. Nfl such provisian ar instructian shall be effeetive to assign to City, flr any of its officers, directars, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to super�ise or direct the performance of the Work or any duiy or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.Q3 Repo�ting and Resolving Discreparacies A. Repo�ting Discrepancies: Cvntructor's Revfew of Contract Documents Before Starting Work: Before undertakin�; each part of the Wark, Contractor sha11 carefully study and compare the Contract Docurnents and check and verify pertinent figures �herein against all applicable field measurernents and conditions. Cantractor shall promptly report in writing to Ciry any conflict, error, ambiguity, or discrepaz�cy which Con�ractor discovers, or has actual knowledge of, and sk�al� obtain a written interpretation or clarificatian from City before proceedin� with any Work affected thereby. 2. Contractor's IZeview of Contruct Documents During Performance of Work: If, during t11e performance of �he Wark, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation ,(b) any standard, specification, manual, or code, or (c) any instruction af any �u�plier, then Contractor shall pramptly report it to City in writing. Contractor shall not proceed with the Waxk af%cted thereby (except in an ezxiergency as required by Paragraph CITY OF FOR�' WOR'f'H STANDAA.DCONSTRUCTION SPECiF[CAT[pN DQCL3MENTS Rcvision: MarcU 9, 2D20 00 �z oo - i GENERAL CONDITIONS Pagc 10 of 63 6.1'�.A) until an annendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. Contractor shall not be liab�e to City far failure to report any cor�flict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies: 1. Except as may be oiherwise specifical�y stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and the provisions of any standard, specification, manixal, or the instruction of any S�pplier (whether or not specifically incorparated by reference in the Contract Dacuments). 2. In case of discre�ancies, figured di�nensions shall gavern over scaled dimensions, Plans si�all govern aver Specifications, Supplementary Conditions shall govern over General Canditians anc� Specifications, and quantities shown on the Plans ,shall govern over those shown in the proposal. 3.Q4 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for addiiions, deletions, and revisions in the Work or to modify the ierms and conditions thereaf by a Change Order. B. The requir�ments of the Contract Documents rnay be suppleznented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be autharized, by one or more of the following ways: 1. A Field Order; 2. City's review of a Submittal {subject to #he provisions af Paragraph 6.18.C); or 3. City's written interpretation or clarification. 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier sliall not: 1. have or acquire any title to ar ownership rights in any of the Drawings, �pecifications, or other documents (or copies of any thereof} prepared by or bearing the seal of Engineer, including eIectronic media edations; or 2, reuse any such Drawings, Specifications, other documents, or copies tl�ereof on exiensions of the Proj ect or any other proj ect without written consent of City and specific written verification or adaptation by Engineer. CITY OF FORT WORTH STANDARI7CONSTRUCTION SPECIPICATION I70CUMENTS Revision: Ma�h9,?A2D 0072OU-1 GENERAL CONQITIONS Page I � of 63 B. The prahibitions of this Paragraph 3.05 will survive final paymen�, or termination of th� Contract. Nothing herein shall preclude Contractor from retaining copies of �he Contract Documents for recard purposes. 3.Ob Electronic Dala A. Unless o�herwise stated in the Supplementary Conditions, the data furnished by City or Engineer to Contractor, or by Contractor to City or Engineer, that nnay be relied upon are liYnited to the printed copies incIuded in the Contract Docurnents (also known as l�ard capies} and other �pecifications referenced and located on the City's on-line electronic docurnent rrianagement and collaboration system site. Files in electronic media format of text, data, �raphics, or other types are furnished only for the convenience of the receiving party. Any conclusion or information obtained or derived from such electronic files will be at the user's sole risk. If th�re is a discrepancy between the electronic files and the hard copies, the hard copies govern. B. When transferrin� documents in electronic med�a %rmat, the transferring party makes no representations as ta long term co�npatibility, usability, or reac�ability of doCuments resulting from the use of safiware application packages, operating systems, or connputer hardware differing from those used by the da�a's creator. ARTICLE 4— AVAILAEILITY QF LANDS; SUBSURFACE AND PHYSICAL C�NDITIONS; HAZAR.DQUS EIiTVIRONMENTAL COlitDITIONS; REFERENCE POINTS 4.01 AvailabaZity of Larads A. City shall fuznish the �ite. City shall notify Contractor of any encumbrances or restrictions not of general application but specif ca11y related to use af the 5ite with which Contractor znust comply in performing the Work. City will obtain in a timely manner and pay for ease�nents for permanent ,structures or permanent changes in existing facilities. 1. The City has obtained or anticipates acquisition of and/ar access to right-of-way, and/or easements. Any outstanding right-of way and/or easernent,s are anticipated to be acquired in accordance with the schedule set forth in tlie Suppiementary Canditions. The Project �chedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding right-of-way, andlar easements. 2. The City has ax anticipates rernoving ancVor relocating utilities, and obstruc�ions to the Site, Any autstanding removal or relocation of utilities or obstructians is anticipated in accordance with the schedule set forth in �he Supplementary Conditions. The Project Schedule subrnitted hy the Contractor in accordance with the Contraci Documents must consider any outsia.nding utilities or obstructions to be removed, adjusted, and/or relocated by others. B. Upan reasonable written request, City shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which t11e Work is to be performed. CiTY OF PORT WQRTH STANDARDCONS"CRUCTION SPECIFICAT[pN IaOCUMENTS Revision: Ma�h 9, 2(}20 oo�zoo-i GENERAL GONDITIONS Page 12 ofG3 C. Contractor shall provide for all additional lands and access thereto that may be required for construction facilities or storage of materials and equipment. 4.02 Subsurface and Physical Conditians A. Reports and Drcawings: The Supplementary Conditions identify: 1. those reports known to City o� explorations and tests o� subsurface condiiions at or contiguous to the Sife; and 2. those drawings known to City of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities). B. Limiled Reliance by Cont�actor on Technical Data Authorizec�: Coniractor may rely upon #he accuracy of the "technical data" contained in such reports and drawings, 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 their oificers, directors, members, partners, employees, agents, consultants, or subcantractars with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not �imited fio, any aspects of the means, methods, techniques, sequences, anc� proced�res of construction io be employed by Contractar, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and inforrnation contained in such reports or shown or indicated in such drawings; or 3, any Contractar interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions, or information. 4.03 Diff'ering Subsurface or Physical Cnnditions A. Notice: If Contractor believes that any subsurface or physical canditian that is uncovered or revealed either: 1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in fihe Contract Documents; or 3. differs materially from that shown ar indicated in the Contract Documents; or �. is of an un�sual nature, and dif%rs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; CITY OF FORT WORTH STANDAR.�GONSTRUCTION SPEC[HIC1ITTON DOCIJMEI*iT5 Revision; Mamh 9, 20�0 00 72 00 - ] GENERAL CONdITIONS Page 13 af 63 then Contractor shall, promptly after becoming aware thereof and be�ore further disturbing the subsurface or physical conditions or performing any Work in connection iherewith (except in an ernergency as reql�ired by Paragraph 6.17.A), notify City in writing about such candition. B. Possihle Price artd Time Adjustments Contractor shall not be entitled to any adjustment in the Contract Price or Coniract Time if 1. Contractor knew of �he existence of such conditions at the time Contractor rnade a final cammitment to City with respect to Contract Price and Contract Time by the submission of a Bid ar becorning bound under a negatiated contract; or 2. the existence of such condition cauld reasonably have b�en discovered ar re�ealed as a result af the examination of the Contract Documents or the Site; or 3. Contractor failed to give the written notice a� required by Paragrapk� �.03.A. 4.04 Underground Facilities A. Shown or Indiccated: The information and data shawn or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Szte is based on information and data furnished to City or Engineer by ihe awners of such Underground Facilities, including City, or by others. Unless it is otherwise expre�sly provided in the �upplementary Conditions: 1. City and Engineer sha11 not be respo�nsible for the accuracy or completeness of any such inforrnation or data pro�ided by others; and 2. the cost of all of the following will be included in �he Contract Price, and Contxactor ,shail have full responsibility for: a. reviewing and checking a11 such information and data; b. locating a11 Underground Facilities shown or fndicated in the Contrac� Documenis; c. coordination and adjustment of the Work with the owners of such Under�aund Facilities, including City, during construction; and d. the safeiy and protection of all such Llnderground Facilities and repairing any damage thereto resultin� from the Work. B. Not Shoran or Indicated: 1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any CITY OF FORT WQRTI [ STANDARDCONSTRUCTIQN SPECIFIGATiO�T DOCUMENTS Re�ision: Ma�ft9,2020 00 �2 oa - j GENERAL CONDITIONS Page 14 of 63 Work in connection therewitk� (except in an emergency as required by Paragraph 6.17.A), identify the owner of such Undergronnd Facility and give natice io that owner and to City. City will review the discovered Underground Facility and determine the extent, if any, to which a char�ge may be required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Faciliiy. Contractor shall be responsible for the safety and protection of such discovered Underground Facility. 2. If City concludes that a cl�ange in the Contract Documents is required, a Change 4rder may be issued to reflect and docuanent such consequences. 3. Verification of existin� utilities, structures, and service liries sha11 includ� natiiication of alI utility companies a mini�num of 48 hours in advance of cons�ruction including exploratary excavation if necessary. 4.OS Reference Points A. City shall provide engineering surveys to establish reference points for construction, which in City's judgment are necessary to enable Contractor to proceed with the Work. City will provide canstruction stakes or other customary meihod of marking to establish Iine and grades for roadway and utiliry constructian, centerlines and benchrnarks for bridgework. Contractor shall protect and preserve the established reference points and property monuments, and shall make no chan�es ar relocations. Contractor shall report to City whenever any reference point or property monument is �ost or destroyed or requires relocation because of necessary changes in grades or locations. The City shall i�e responsible for the replacement or relocation of reference points or property mon�unents not carelessly or willfully destroyed by the Contractar. The Contractor sha11 notify Ciiy in advance and with sufficient time to avoid delays. B. Whenever, in the apinian of the City, any reference point or moni,�ment has been caxelessly or wiIlfully destroyed, disiurbed, or removed by the Contractor or any of his employees, the full cost for replacing such points plus 25% will be charged against the Confractor, and the full arnount �vill �e deducted from payment due the Contractor. 4.06 Hazcrrdous Environjraentc�l Candition at Site A. Reports �nd Drawings: The Supplementary Conditions identify those reports and drawings known to City relating to Hazardous Environmental Conditions that have been iden�zfied at the Site. B. Limited Reliance by Cont�actor on Technical Data Authvrized.• Contractor may rely upon the accuracy of the "technicaI data" cantained in such reports and drawings, but such reports and drawings are not Contract Docurnents. Such "technicaI data" is identified in �lie Supplementary Conditions. Contractor may not make any Cantract Claim aga.fnst City, or any of their officers, directors, znembers, pa�'tners, employees, agenis, consultants, or subcontractors with respect to: 1. the completeness of such report� and drawings for Contractar's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequ�nces and procedures of CITY OF FOR'1' WORTH STANDARDCOIdSTKUC'ITON SPECIFICATION DOCUMEN'1'S Revision; Ivla�h 9,2020 oo�zoo-i GENERAL COIVDIT[ON5 Page l5 of b3 cons�ruction ta be employed by Contractor and safery precautians and prograa�xas incident thereto; or 2. other data, inte�pretations, opinions and infoz-mation cantained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical ciata" or any such other data, interpretations, opinions ar information. C. Coz�tractor shall not be responsible for any Hazarddus Environn iental Condition uncovered or revealed a� the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within �he scope of the Work, Contracior shall be responsible for a Hazardous Environm�ntal Condition created with any materials brought to the Site by Contractor, Subcoz�tractors, Suppliers, or anyone else for whom Contractor i� respansible. D. If Contractor encounters a Hazardous Environmental Condition or if Coniractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractoz shall imrnediately: {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 6.17.A); and (iii) notify City (and promptly �hereafter confirm such natice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or take corrective action, if any. E. Contractor shall not be required ta resume Wark in connection with such condition or in any affected area until after City has obtained any required permits related thexeto and delivered written notice �o Contractor: {i) specifying tha� such condition and any affected area is flr has been rendered suiiable for the resumption of Work; ar (ii) specifyin�; any special conditions under which such Work may be resumed. F. If after receipt of such written natice Contractor does not agree ta resume such Work based on a reasonabl� belief it is unsafe, or does not agree to resume such Work under such special conditions, then City may arder the portion af the Work that is in the area affected by such condition to be deletad from the Work. City may have such deleted portion of the Work performed by City's own forces or others. G. To the fullest extent pern-aitted by Laws and Regulations, Contractor shcall indenan� and hold hccrmlesr City, f'rom and against all clairvcs, costs, losses, and darraages (including hut not limited to all fees and cha�ges of engi�eers, �architects, c�ttorneys, and other pt-nfessionals and all court or� arbftratian or other dispuie resolution costs) arising out of or relating to a Hazurdaus Environmental Condition created by Contractor ar hy arayone, for whom Contractor is res�onsihle. Nothing ira this Parc�gt-aph 4.06.G shall obligaie Contrc�etor to indemnify any irtdividual or entity fram and against the consequences of that individual's ar entiiy's own negligence. H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or reveaied at the Site. CITY ON' FORT WORTH STAI�DARD CdNSTRUCTION SPECI�'[CATION DOCUMENTS Revision: Mar�l� 9, 2020 00 72 00 - 1 CENERAL CONDITIONS Pagc 16 of 63 ARTICLE 5— B01�1DS Al�ID II�iSURA�TCE 5.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and rna.intained by Contractor shall be obtained from surety or insurance campanies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the lin�its and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualif cations as may lae provided in the Supplementary Conditions. 5.02 Perfo�mance, Payment, and Maintenance Bonds A. Cantractor shall furnish performance and payment bonds, in accordance wiih Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and paymeni of all of Contractor's obligations under the Contract Documents. B. Contractor shall furx�ish maintenance bonds in an amouni equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the da#e of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are �amed in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsurin� Coanpanies" as published in Circular 570 {arnended} by the Financial Managerxient Service, Surety Bond Branch, U.S. Department oithe Treasury. All bonds signed by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney which shall show th:at it is effective on the date the agent or attarney-in-fact signed each bond. D. If the si�reiy on any bond furnished by Contractor is declared bankrupt or becornes insolvent or its right �o do business is terminated in the State of Texas or it ceases to �neet the requirements of Paragraph 5.02.C, Con�ractor shall promptly notify City and shall, wi#hin 30 days after the ev�nt �iving rise to such notification, provide another bond and surety, both of wluch shall comply with the requirements af Paragraphs 5.01 and 5.02.C. 5.03 Certificates oflnsurance Contractor shall deliver to City, with copies to each additional insured and loss �ayee identif ed in the Supplementary Conditions, certificates of insurance (other evidence of insurance requested by City or any other additional insured} in at �east the minunum arnount as specified in the Supplementary Conditions which Contractor is required to purchase and maintain. 1. The certificate of insurance shall dacument the City, and all identif�ed eniities narned in the Supplementary Conditions as "AdditianaI Insured" an all liability policies. C1TY OF FORT WOATH STANDARDCONSTRUCTIpN SPECIPICATION DOCUMENTS Revision: Mvr,�►9, 2020 007200- l GENERAL CQNDITIONS Page 17 of b3 2. The Contractor's general liability insurance �hall include a, "per project" ax "per location", endorsement, which sha11 be identified in the certificate of insurance provided �o �he City. 3. The certificate shall be signed by an a�eni authorized ta bind coverage on behalf of the insured, be complete in its entirety, and show complete in�urance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for ail policies must be Iicensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers rnust 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 o� Risk Maraagement. If the rating is belaw that required, written approval of City is required. 5. All applicable palicies shall include a Waiver of Subrogation {Rights of Recovery) in fa�or of the City. In addition, the Contractor agrees ta waive a11 rights of subrogat�on against the Engineer (if applicable), and each additional insured identified in the Supple�nentary Conditions 6. Failure of the City to demand such certificates or otlier evidence of fuIl campliance with ihe insurance requirement� or failure of the City to identify a deficiency from evidence that is provided shall no� be const�rued as a wai�er flf Contractor's obligation to rr�aintain such lines of insurance coverage. 7. If insurance palicies are not written for speciiied coverage li�nits, an Umbrella or Excess Liability insurance for any difference,s is required. Excess Liab�liiy shall follow form of the primary coverage. 8. Unless otherwise stated, all required insurance sha11 be written on the "occurrence basis". If coverage is underwritten on a ciaims-made ba�i�, the re�roaciive da�e shall be coincident with or prior to the date of the effective date of the agreement and the certificate bf insurance sha11 state �hat the co�erage is claims-made and the retroactive date. The insurance coverage sha1l be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Cantract Documents or for the warranry period, whichever is lor�ger. An annual certificate of insurance submitted to the City shall evid�nce such insurance coverage. 9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the Iimits of said ca�erage un�ess such endorsements are appro�ed in writiz�g by the City. In the event a Cont�act has been bid or executed and the exclusions are determined to be unacceptable or �he Ciry desires additianal insurance coverage, and the Ci�y desires the contractor/engineer to obtain such coverage, the cantract price shall be adjusted by ihe cost of the preznium for such additional coverage plus 10%. 10. Any self-insured retention {SIR), in excess of $25,OOOAO, affecting required insurance co�erage sha11 be approved by the City in regards to assei �alue and stockholders' equity. In CITY OF FOIi"C' WORTH STANDARDCONSTRUC'f10N SPECIFTCATfON DDCtiMENT5 Aevision; March9,2(}20 00�200-� GENERAL CONDfTIONS Page 18 of 63 lieu of tradiiional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. I 1. Any deduciible in. excess of $5,400.00, for any policy ihat does not provide coverage on a f�rst-dollar basis, must be acceptable io and approved by the City. 12. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessazy and prudent by the Ci#y based upon changes in statutory law, court decisian or the claims history of the industry as well as of the contraciing party to the City. The City shal� be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 13. City sh.all be entitled, upon rvritten request and without e�ense, to receive copies of pol�cies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessaxy to conform the policy and endorsements to the requirernents of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law ar reguiations binding upon either party or the underwriter on any such policies. 14. City shall not be responsib�e for the direct payment of insurance premium costs for Cantractor's insurance. 5.0� Contractar's Insu�ance A. Worke�s Compensation and Employers' Li�ability. Contractar shail purchase and maintain such insurance coverage with lirnits consisteni with statutory benefits autlined in the Texas Workers' Compensation Act (Texas Labar Cade, Ch. 406, as amended), and minitnurn limits for Employers' Liability as is appropriate for ihe Work being performed and as will provide pratection from clairns set forth below which may arise out of or result from Contractor's performance of the Work and Coniractor's other obligations under the Contract Documents, rn�hether it is to be performed by Contractar, any Subcontractor or Supplier, or by anyone directly or in.directly employed by any of them to perform any of the Work, or by anyane for whose acts any of them may be liabl�: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, accupational sickness or disease, or death of Contractor's employees. B. Comrne�cial GeneNcrl Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal i�jury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (I�O) policy. This insurance shall apply as primary insurance w�ith respect to any other CiTX OF FpRT WORTH 3TANDAK.DCOI+IS'CRUCTfON SPECIFICAT[ON DOCU[VIENTS Revision: Mar� 9, 2020 00 �z ao - i GENERAL CONDI710N5 Page 19 of 63 insurance ar self-insurance programs afForded io the City. The Cornmercial General Liability policy, shali have no exciusians by endorsem�nts thai would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or ad�ertising injury, which are normally cantained with the palicy, unle,ss the City approves such exclusions in writing. For constzuction projects that present a substantial completed operation exposure, the City may require the contractor ta maintain comp�eted operations cavexage for a minimum of na less than three {3) years follawing the completion of the project {if identified in the Supplementary Conditions), C. Automobile Lfability. A cornrnercial business auto policy shall provide coverage on "any auto", defined as autos awned, hired and non-owned and provide indemnity for claims for damages because bodily injury or death of any person and or praperty damage arising out of the work, rrfaintenance or use of any motor vehicle by the Contractor, any Suhcontractor or Supplier, or by anyo�e directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any af theam may be liable. D. IZailroad Proiective Liability. I� any af the wark or any warranty work is within the limits of railroad right-of-way, the Contractor sha11 comply with the requirements identified in the Supplementary Canditxons. E. Natafication of Policy Gancellc�tion: Contractor sha11 im�nediately notify City up�n cancellation or other loss of insurance coverage. Contracior shall s�op work until replacezxaen� insurance ha� been procured. There shall be no time credit for days nat warked pursuant to �is section. 5.05 Acceptance ofl3ands and Insur�ance; Option to Re�lace Zf City has any objection to the coverage afford�d by or other provisions of the bands or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basi� of non-conformance with the Contract Doc�uraents, the City shall so notify the Contractor in writing within 14 Busin�ss Days after receipt of the certificates (or other evidence requested). Contractor sha11 provide to the City such additional information in respect of insurance provided as the City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the C�ntract Documents, the City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE b — CONTRACTOR'S RESPONSiBILITIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and alirect �he Work com�etently and ef�ciently, devating such attention thereto and applying such s�Cills and expertise a,s may be nece�sary to perform the Work in accordance with ihe Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, �equences, and procedures of construction. CITY OF FORT WOKTH STANDARD CONSTRUC"C'ION SPECIFICATION I]OCUMEAlTS Revision: tvlarc1�9,2020 00 72 00 - 1 GENERAL CONDITIONS Page 20 of 63 B. At all ti�ne,s during the progress of the Work, Contractor shall assign a campetent, English- speaking, Superintendent who shall nat be replaced without written notice io City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding an Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 6.02 Lc�bor; Working Hou�s A. Coniractor shall provide campetent, suitably qualified personnei to perform construction as required by the Coniract Documents. Contz�actor shall at all times maintain good discipline and order at the Sife. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Docurnents, all Work at the Site shall be performed during Regular Working Hours. Contractar will not permit the perFormance of Work beyond Regular Working Hours or for Weekend Warking Hours without City's written cansent (which will not be unreasonably withheld). Written requesi {by letter or elecironic cornmunication) to perfarm Work: for beyand Re�lar 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 the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the le�a1 holiday. 6.03 Services, Malericrls, ana'Equipment A. Unless otherwise sp�cified in the Contract Documents, Contractor sha11 provide and assume full responsibility for a11 services, materials, equipment, labor, �ra.r�sportation, construction equipment and machinery, tooIs, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentats necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All rnaterials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwis� provided in the Contract Documents. AlI special warranties and �uarantees rec�uired by the Specifications shall expressly z-un 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 rnaterials and equipment. CITY OP �OR1' WOR'I'1�[ STANDARDCONSTRUCTION 5PECIFCCATfON DOCUMENTS Revisipn: Mamli 9,2020 00 �z oa - � GENERAL GONDITIONS Page 2 [ of 63 C. All rnaterials and equipment to be incflrporated into the Wark shalJ be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instruction� of the applicable Supplier, except as othez-wise may be provided in the Cantract Dacuments. D. Al1 items of standard equiprnent ta be incorporated into �lie Work shall be the late�t model at the time of bid, unless atherwise specified. G.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 and the General Requirements as it may be adjusted from time to tim.e as provided below. 1. Contractor shalI submit ta City for acceptance (to the extent indicated in Paragraph 2.07 and the General Requiremenis) proposed adjustments in the Project Schedule that will not resu�t in changing the Contract Tirne. Such adjustrnents will camply with any provisions of the General Requirements applicable thereto. 2. Contrac�or shall ,submii to City a monthly Project Schedule with a monthly progress payment for the duration of the Contract in accordance with the schedule specif cation O 1 32 16. 3. Proposed adjustrnents in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Ti�ne may anly be �nade by a Change Order. 6.05 Substitutes and "OY-Equals " A. Whenever an item of material or equipment is ��ecifiad ar descri�aed in the Contract Documen�s by using the �ame af a proprietary item or the name o�' a particular Supplier, �lie specifcation or de�cription is intended to establish the type, fiinctian, appearance, and qualiry required. Unless the specification or descriptian contains or is folIowed by words reading that no like, equivalent, or "or-equal" item or no substitutian is permitted, other items of material or equipment o� other Suppliers may be submitted ta Cxty for review under the circumstaraces described below. l. "Or-Equal " Ilems: If in City's sole discretion an item of material or equipment propos�d by Contractor is functionally equal to that named and sufficiently similar sa that no change in related Work will be requi�ed, it 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 without compliance with some or all o� the requirements for appr�va� of proposed substitute items. For the purposes af this Paragraph b.O5.A.1, a praposed item of material or equipment will ba considered functionally equal to an item so named if: a. the City determines that: 1) ii is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; Cl"CY OP FORT WpRTH STAidDARI7CONSTRUCT[ON SPCCIPICATION !)OCUM�NTS Revision: Mareh 9, 202[} 00 72 00 - 1 GENERA� CON�ITIONS Page 22 of 63 2} it will reliably perform at least equally we11 the function and achieve the results imposed by �iie design concept of the completed Project as a function�ng whole; azld 3) at has a proven r�cord of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Cantract Tirne; and 2} it will conform substantially to the detailed require�ents of the item named in the Contract Documents. 2. Suhstitute Items.• a. If in City's sole discretion an item of material or equipment proposed �ay Contractor does not qualify as an "ar-equal" item under Paragraph 6.OS.A.1, it may be su�mitted as a proposed substitute item. b. Cantractor sha11 submit sufficient infortnation as provided below to allow City to deterrnine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute iterr�s of mater2aI or equipment will not be accepted by City from anyone other than Contractor. c. Contrac�or shall make written application to City for review af a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section O1 25 00 and: 1) shatl certify that the propos�d substitute item will: a} perform adequateiy the functions and achieve the results called 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 state: a) the extent, if any, to rn�hich the use of the proposed substitute item will prejudice Con�ractor's achievement of final compleiion on time; b) whether use af the proposed substitute item in the Worlc will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project} to adapt the design to th� proposed substitute item; C1TY OF FdRT WOIt7'EI STANDARDCONS'FRUCTION SPCCIPICATION I)OCUMF.:NTS Revision: Mucli9,2020 00 72 00 - 1 GENERAL CONDITIONS Page 23 oF63 c) whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or roya�ty; and 3} will identify: a) a11 variation� of the proposed substitute item from that specified; b) a�aila�le engineering, sates, �naintenance, repair, and replacement services; and 4) shall contain an i�ernized estimate of alI costs or credits that will result directly or indirectly from use of such substitute itenn, inel�din� co�ts of redesign and Damage Ciaims of other contractors alFfected by any resulting change. B. Substitute Construction Method.s o� P�ocedures: If a specific means, zxiethod, technique, sequence, ar procedure of construction is e�pressly required by the Contract Documents, Contractor may furnish or u#iiize a substitute mea�ns, method, technique, sequence, or procedure of const�uction approved by City, Contractor shall submi� sufficient information to allow City, in City's sole discretion, ta determine that the substitute proposed is equivalent ta that expressly calied for by the Contract Dacuments. Contractor sha11 make written applicaiion to City for review in �he same manner as those provided in Paragraph G.05.A.2. C. City'.� Evaluation: City will be allawed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.OS.A and b.OS.B. City may require Contractnr to �urnish additional data about the propo�ed substitute. Cxty will Ue the sole judge of acceptability. No "or-equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case a� a substitute and an accepted Submittal for an"or-equal." Ci�y will advis� Contractor in writin�; of its determination. D. Special Uuar�antee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, wariranty, or oiher surety wi�h respect to any substitute. Contractor shall indernnify and hold hcrrmless City and anyone di�ectly a� incli�ectly employed by them from and against any and all cic�ims, damages, losses a�ad expenses (including attorneys fees) arising out nf' the use of substituted materials o� equipmerat. E. City's Cost Reimburse�nent: City will record City's costs in evaluat�ng a substitute praposed or submitted by Contractor pursuant to Paragraphs 6.45.A.2 and 6.OS.B. Whether or nof City approves a s�bstitu�e so proposed ar submitted by Contractor, Contractar may be required to reiznburse City for evalr.�atin� each such proposed substitute. Con�ractor may also be required to reimburse City for the charges for making changes in the Contract Documents (ox in the provisions af any other direct contract with City) resulting from tne acceptance of each proposed substitute. F. Contractor's Experase: Contractor shalI provide a11 data in support of any proposed substitute or "or-equal" at Contractor's expense. CITY OF FDi2'I' WORTH STANbARDCONSTRUCTION SPECiF]CA'CIDN DOCUMENTS Revision: Marc]i4,2Q2D 00�200-� GENERA� CONDI710NS Nage 24 of 63 G. City Substitute Reimbu�sement: Costs {savings or char�es) attributable to acceptance of a substitute shall be incarporated to the Contract by Change Order. H. Time Extensions: No additional time wil� be granted far substitutions. 6.0C Concerning Subcantractors, Suppliers, and Others A. Contractor shall perfarm with his own organization, work of a value nat less than 35% of the value embraced on the Contract, unless otherwise approved by the City. B. Contractor shall not e�nploy any SUbcontractor, Supplier, or oth�r individual ar entity, whether initially or as a replacement, a�;ainst whom City may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or enti#y to furnish or perform any of the Work against whom Contractor has reasonable objection (excluding those acceptable to City as indicated in Para�aph 6.Qb.C). C. The City rnay from time to tirne require ihe use �f certain Subcontractors, Suppliers, or other individuals ar entzties on the project, and will provide such requirements in the Supplementary Conditions. D. 1V�lino�aty Business Enterprise Compliance: It is City policy io ensure th� full and equitable participation by Minarity Business Enterprises (MBE) in the procurement of goods and services on a contractual basis. If ihe Contract Documents provzde �or a MBE goa1, Contractor is required to comply with the intent of the City's MBE Ordinance {as amended) by the following: 1. Con#ractor shall, upon request by City, provide compleie and accurate information regarding act�aal work performed by a MBE on the Contract and payment therefor. 2. Contractor wi�l not make addiiions, deletions, or substitutions of accepted MBE without written consent of the City. Any unju�stified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the 4rdinance. 3. Contractor shall, upon request by City, allow 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. Maferial misrepresentation of any nature will be grounds for termination flf the Contract in accordance with Paxagraph 15.02.A. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. E. Contractor shall be fully responsible to City %r all acts and omissions of the Subcantractars, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Docurnents: Ci'fY OF FORT WORTH STANDARDCONSTRiJCTION SPECIF[CATION DOCUMEN't5 Re�ision: Mar�h4,2020 oo�aoo-� GEPIERAL CONDITIONS Page 25 of 63 1. shali create for the benefit of any such Subcontractor, Suppliez, ar other individual or entity any contractual relationship between City and any such Subcon�ractor, Suppiier or other individual or entity; nor 2. shaIl create any obligatian on the part of City to pay or ta see to the payment of any moneys due any such Subcantractar, Supplier, or other individual or entity except as Ynay otherwise be requirect by Laws and Regulations. F. Contractor shall be solely responsible �or scheduling and coordinating �he Work of Subcon�ractors, Suppliers, and �ther indxviduals ar entities performing or furnishing any of the Work under a direct or indirect contract with Conl�actor. G. All Subcantractors, Suppliers, and such other individuals ar entities perfarming or furnishing any of the Work shall cornmunicate with City through Contractor. H. All Work perfarmed for Contractor by a Subcontractor or Supplier will be pursuant ta an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supp�ier to the appiicable terms and conditions of f11e Contract Documen�s for the benefit of City. b.07 Wage Rates A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with ali requirements of Chapter 2258, Texas Government Code {as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage ra�es in accordance with Chapter 2258. Such prevailing wage rates are included in these Cantract Docurnents. B. Penalty far Violalion. A Cantractor or any �ubcantractor who does not pay the pxe�ailing wage shali, upon demand made by the City, pay to the City $60 far each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty sha11 be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Cofnplaints of Viol�rtions and City Determincation of Gooc� Cause. On reeeipt of infarmation, including a compiaint by a worker, concernin� an alleged violation of 2258.023, Texas Gavernmen� Code, by a Contractor or Su�ean�ractor, the City shall make an initial de�ermination, before the 31 st day after the date fihe City receives the information, as to whether good cause exists to believe that the �iolation occurred. The City shall natify in writing the Canfractor or Subcontractor and any affected worker af its initial determination. Upon the City's determination that there is gaod cause �o believe the Contractor or Subcontractor has violated Chapter 2258, the City �hall retain �he full arnounts claimed by the claimant or claimants as the difference between wages paid and wages due under the pre�vailing wage rates, such amounts being subtracted from successive progress payment� pending a final determination of the violation. CITY OF FORT WOEZ"1'H STANDARDCOTISTRUCT[ON SPHCIFICATION DdCtIMENTS Revision: March 4, 2620 oo�zoa-� GENERAL CONDITIONS Page 26 of 63 D. Arbitration Reguired if Violalion Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penaliy owed to the City ar an af'fected worker, shall be submitted to binding axbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes} if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this s�ction do not agree on an arbitratar before the llth day after the date that arbitratian is required, a district court sha11 appoint an arbit�ator on the petition af any of the persons. The City is not a party in tlie arbiiration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of campetent jurisdiction. E. Reco�ds to l�e Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the wark, maintain records that show (i} the name and occupation of each worker employed by the Contractor in the construct�on of the Work provided for in this Contract; ar�d. (ii} the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Para�raph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall subrnit an affidavit stating that the Contractar has complied with the requirements of Chaptex 2258, Texas Government Code. G. Posting of Wage Raies. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Co�n�liance. The Contractor shall include in its subcontracts and/or shall oiherwise require al] of its Subcontractors to comply with Paragraphs A through G above. 6.08 Patent Fees and Royalties A. Contractor sha11 pay all licez�se fees and royalti�s and assume alI costs incident to the use in the performance of the Work or ihe incorporation in the Work of any invention, design, process, product, or device which is the subject of patent ri�its or copyrights held by others. If a particular i�vention, �.esign, process, product, or device is specified in ihe Contract Documents far use in the performance of the Work and if, to the actual knowledge of City, its use is snbject to patent rights or copyrights calling for the payment of any license fee �r royalty to others, the existence of such rights shall be disclosed by City in the Contract Documents. Failure oi the City to disclose such inf'ormation does not relieve the Contractor from its obligations to pay for the use of said fees ar royalties to others. B. To the fullest extent pernzitted by Laws and Regulations, Cantractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to alI fees and charges of enginee�s, architects, attorneys, crnd other p�ofessionals and all court or arbitration or other di,spute resolution costs) arising aut of or relating to any infringement of patent �ights or copyrights incident to the use in the perforjnance of the Work or �esulting from CI'1'Y OF FORT WQRTH STANDARDCONS7'I2i1C7'ION SPECIFICATION DOCUMENTS Revision: Ma�h 9, 2020 oo�zoo-� GENERAL CONDITIONS Pagc 27 of 63 the incorpor�atian in the Wc�rk of any invention, design, process, product, or devfce not specified in the Contract Document,�. 6.49 Pernxits and Utilities A. Contractor obtained permits and licenses. Cont�actor shall obtain and pay for a11 construction permits and licenses except those provided for in the Supplementary Conditions or Contract Documents. City shall assis� Contractar, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmentai charges and inspec�ian fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement, except far perrnits provided by the City a� specified in 6.09.B. City sha11 pay all charges of utility owners for connections for providing permanent service #o the Work. foliowing are permits the City will obtain if required: 1. Texas Department of Transportation Permits 2. U.S. Army Corps of Engineers Permits 3. Texas Com�ussion oz� Environmenta� Quality Permits 4. Railroad Company Permits B. Ciry obtained pernaits and licenses. City will obtain and pay for a11 permits and license� as pro�ided fox in the ��pp�ernentary Condition� or Contract Document�. It will be the Contractor's responsibility to caz-ry out �he provisions of the permit. If the Cantractor initiates changes to the Contract and the City appro�es the changes, the Coniractor is res�onsible for obtaining clearances and coordinating with the ap�ropriate regulatory agency. The City wili not reimburse the Contractor %r any cost associated with these requirements of any City acquired permit. The C. Outstanr�ing peNmits and licenses. The City anticipates acquisition of and/ar access to permits and licenses. Any outstandin� permits and licenses are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule subznitted by the Contractor in accordance with the Contract Dacuments must consider any outstanding permits and licenses. 6.10 Laws and Regulatians A. Contractor shall give a11 notices required by and sha11 cornply with all Laws and Regulations applicable to the per�ormance of the Wark. Excepfi where otherwise expre,ssly required by applicable Laws and Regulations, the City shall not be responsible fox monitoring Contractor's compliance with any Laws or Regulations. B. If Contracior performs any Wark knowing or having reason to know that it is contrary to Laws ar Regulations, Contractor shall bear a11 claims, costs, losses, and damages (including but not Iirnited to alI fees and charges of engineers, architects, attorneys, and other professianals and a11 CiTY Or FORT WORTH STANDARDCONSTRUCTION SPGC[FIC�'17QN DOCUMENTS Rev ision: Ivla�h 9,2{12D 00 72 00 - 1 GENERAL CdNl71TIONS Page 28 of63 court or arbitration or other dispute resolution costs) arising out of or relating ta such Work. Ho�vever, it sha11 not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obliga#ions under Paragraph 3.Q2. C. Changes in Laws or Regulations not known at the time of apening of Bids having an effect on the cost or time of performance of the Work rnay be ihe subject of an adjustment in Contract Price or Contract Time. 6.11 Taxes A. On a contract awarded by the City, an organization which quaIifies for exemption pursuant to Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended}, the Contractor may purchase, rent or Iease alI materials, supplies and equipment used or consumed in the performance of ihis contract by issuing to his supplier an exernption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued to the Contractor in Iieu of the tax shall be subject to and shall comply with the provision of �tata Comptroller's Ruling .011, and any other applicable rulings pertaining to the Texas Tax Code, Subchapter H. B. Texas T� permits and inforrnation may be obtained from: 1. Comptroller of Public Accaunts Sales Tax Division Capitol Station A�stin, TX 78711; or 2. h�t : ��a�v.wfnciow �tat4 t� u��raxinfo�fi�xf�rmci9:�-form5.htm1 6.12 Use of Site and Other Areas A. �imitation on Use of Site and Other A�-eas: 1. Contractor shall confine canstruction equipment, the storage of materials and equi.pment, and the operations of workers to the Site and other areas perr�itted by Laws and Regulations, and shali not unreasonably encurnber the Site and other areas with construction equipment ar other materials or equipmeni. Contractor shall assume fuil respansibility for any damage to any such land or area, or ta the o�vner or occupant thereof, ar of any adjacent land or areas res�lting from the performance of the Work. 2. At any iime when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City ma.y require the Contractor to finish ihe section on which operations are in progress before work is commenced on any additional area of the Site. CITY OF PORT WORTII STANDARDCQNSTRUCTION SPECIFICA770N DOCUMEI*]TS Revision: Mam,h 9, 2020 oo�zao- i GENERAL CONDITfONS Page 29 of 63 3. Should any Damage Claim �e made by any such owner or occupant because of the performance of the Work, Contractor sha11 promptly attempt ta resolve �he Damag� Claim, 4. Pursuant to Pr�ragrcaph 6.21, Contractor shall indemn� and hold harmlea� City, frona anc�' agairast all claims, casts, losses, anr� damages ar�ising out of or relcating to any clairra or aclion, legal or equitable, b�ought by any such awner or occupant agafnst City. B. Removal of Debris� During Performance of the Work: During the progress of the Work Cantractor shall keep ihe Site and nther areas free from accumulatians of waste materials, rubbish, and other debris. Removal and disposal af such waste ma�erials, rubbish, and other debris shall conform to applicable Laws and Aegulations. C. Site Mainlenance Cleanfng: 24 haurs aiter written notice is given to the Contractar that the clean-up on the job site is proceeding in a rnanner unsatisfactory to the City, ifthe Coniractar faiis to correct the un�atisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the wri�ten notice (by letter or electronic communicahon), and the costs of such direct action, plus 25 % of such co,sts, shall be deducted from the monies due or to become due ta the Contractor. D. Final Site Clear�ira�• Prior to �'ina� Acceptance of the Work Cont�actor shall clean the Site and the Work and make it ready for utilization by Ciiy or adjac�nt property owner. At the comple�ian of the Work Contractor shall remove from the Site all taols, appliances, construction equiprnent and machinery, and suz-plus materials aeid shall restore to original condition or better a11 property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of �1ie Work or adjacent property ta stresses or pressures that will endanger it. 6.13 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Con#ractor and approved by the City, one (1} record capy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annota�ed to show changes �nade dur�ng construction. These record documenis together with all approved Sampi�s and a counterpart of all accepted Submittals wili be a�ailable to City for reference. Upon completion of the Work, these record docurnents, any operation and maintenance manuals, and Subrr�ittals will be delivered to Ciry prior �o FinaI Inspectian. Contractor shall include accurate lacations for buried and irnbedded items. 6.14 Safely and Protecliora A. Contractor shall be solely responsible for initiaiing, �naintaining and supervising a11 safety precautions and programs in connection with the Work. Such respon�ibiliiy does not reiieve Subcontractors of their responsibility for the safety of persans or property in the performance af their work, nor for compliance wi�h applicable safety Laws and Regulations. Cantractor shall CITY OF FO[ZT WORTH STANDARDCONSTRUCT[ON SPECIF[CA'I'IDN DOCLJMEN`l'S Revision: March 9, 2Q2D 00�200-� GENERAL CONDITIONS Page 3D of 63 take all necessazy precautions for the sa�ety of, and shall provide the necessary protection to prevent damage, injur� or loss to: 1. a11 persons on the Site or who may be aifected by the Wark; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3, other property at the Site or adjacent thereto, including trees, shrubs, iawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for rernoval, relocation, or replace�neni in the course of construction. B. Contractor sha11 camply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection af persons or prop�rty from darnage, injury, ar loss; and sha11 erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect the�n, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor sha11 comply with the applicable requiremenis of City's safe�y programs, if any. D. Contractor shall infarm City of the specific requirements of Contractar's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 causec�, directly or indirectly, in whole or in part, by Contractor, any Subcontractar, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any af the Work, or anyone for whose acts any of thexn may be liable, sha11 be remedi�d by Contractor. F. Contractor's duties and responsibilities for safety and far protectian af the Work sha11 continue until such time as all the Work is completed and City has accepted the Work. 6.15 Safety Representaiive Contractor sha11 inform City in writing of Coniractor's designated safety representative at the Site. 6.16 Hazrxrd Communication Programs Contractor shall be responsible for coordinating any exchange af material safety data sheets or other hazard cornmunication information required to be made available to or exchanged between or among empZoyers in accordance with Laws or Regulations. 6.17 Emergencies cand/o� Rectification A. In emergencies affecting the safety or protect�on of persans ar the Work or property at the Site or adjacent thereto, Contractor is obli�ated to act to prevent threatened damage, injury, or loss. Contractor shall give City prompt writCen notice if Contractor believes that any significant CITY QF FQRT WORTH STANDART7COt�ISTRUCTION SPEC[P1CAT10N DOCUMEN'�S Revision: Marr}i9, 2020 oo�aao-i GENERAL GONDITIONS Page 31 offi3 changes in �he Work or �ariations from the Contract Doc�ments have bee� caused tliereby or are required as a re�ult thereof. If City determines thai a change in the Cont�act Documents is required because of the aciion taken by Contractor in response to such an emergency, a Change Order rnay be issued. B. Should the Contractor fail to respond to a reque�t from the City to rectify any discrepancies, ornissions, or correction necessary to conform with the requirements of the Contrac� Dacuments, the City shall gi�e the Contractor written notice that such work or changes are to be performed. The written notice sha11 direct atteni�on to the discrepant candition and request the Contractor ta take remedial action to correct the condition. In the event the Contractor does nof iake pasitive steps to fulfill thi� written request, or does nat show just cause far not taking the proper action, within 24 hours, the City �nay take such remedial action with City forces or by con�ract. The City �hall deduct an amount equal ta the entire costs for �uch remedial action, plus 25%, from any funds due or become due the Contractor on the Project. 6.18 Submittals A. Contractor shall submit required Submittals to City for review and acceptance in accordance wi�th the accepted Schedule of Submittals {as required by Paragraph 2.07}. Each submittal will be ident�fied as City may require. 1. Suba�nit number of copies specified in the General Requirements. 2. Data shown on the �ubmittals will be complete with respect to quantities, dimensions, specified perFormance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor pxoposes to provide and to enable City to review the information for the limited purposes required by Paragraph 6.18.C. 3. Submittals submitted as herein pro�ided by Con�ractar and reviewed by City for conforr�aance with the design concept sha11 be executed in conformity wi�h the Contract Documenis unless otherwise requi�ed by City. 4. When SubmittaIs are submitted fox the purpose of shovving the installation in �reater detail, their review sk�all not excuse Contractor from requirements shown on the Drawings and Specif catians. 5. Far-Inforrnation-Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required nurnber of Samples specified in the Specificatians. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to rerriew the submittal for the limited purposes required by Paragraph 6.1 S.C. CITY OF FOR'C WORTH STANI]ARDCONSTRUC']'[ON 5P�CIFICAT[pN UOCUMENTS Revision: March9,702f} DO7200-1 GENERAL CON�ITIONS Page 32 of63 B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior fo City's review and acce�iance oi the pertinent submittal will be at the sole expense and responsibilzty of Cantractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be anly to det�rmine if the items covered by the sub�nittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compaiible with the design concept af the completed Project as a functioning whole as indicated by the Contract Documents. 2. City's review and acceptance will not eXtend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construct�on is specifcally and expressly called for by the Contract Documents) or ta safety precautions or programs incident ihereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of th� Contract Documents uniess Contractor has coxnplied with the requirements of Section O1 33 00 and City has given wiritten acceptance of each such varia�ion by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with t�e requirements of the Contract Documents. 6.19 Continuing the Work Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule during all disputes or disagreements with City. No Work shall be delayed or pastponed pending resolution of any dispuies or disagreements, except as Ciry and Contractor rriay otherwise agree in writing. 6.20 Contractor's Genercal Warranly a�ad Guarantee A. Contractor vsrarrants at�d guaraniees to City that all Work will be in accordance vvith the Con�ract Documents ax�d will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representaxion of CQntractor's waxranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance ar operatior� by persons other than Contractor, Subconiractors, SuppIiers, ar any ofher individual or entiiy for whom Contractor is responsible; or CITY OF FOR'1' WORTH STANDARDCONSTR[1C'I'IOIV SPECIF[CATION DOCUMEI�TS Revision: Ma�h 9,2020 oo��oo-i GENERAL GpNDITIONS Pagc 33 ofb3 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with th� Cantract Documents sha11 be absolute. Nane of the following will constitute an acceptance of Work tha� is not in accordance wiih the Contract Documents or a release of Contractor's obligation io perform the Work in accordance with the Contract Docurrients: 1. observations by City; 2. reconraix�endatian or payrnent by City of any progress or fmal payrnent; 3. the i�suance of a certificate of Fina1 Acceptance by City ar any payment related thereto by City; 4. use or occupancy of the Work or any paxt thereof by City; S. any review and acceptance of a Submittal by City; 6. any inspectian, test, or appraval by others; or '1. any correc�ian oi defective Work by City. D. The Contractar sha11 remedy any defects or damages in the Wark and pay for any damage ta other wark or pra�erty resulting therefro�n which sha11 appear within a period of two (2) year� from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and suff'icient maintenance bond, cornplying with the requirements of Article 5.02.B. The City will give notice of observed defects wi�h reasonable pramptness. 6.21 Inde�nification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its o�uvn expense, the City, its officers, servants and employees, from and against any a�d all claims arising ont of, or alleged to arise out of, fhe wark and services to be performed by the Contractor, its officers, agents, em�loyees, subcontraciors, licenses or invitees under this Contract. S_ I D ATI Q t E I _ INTE OPERATE AND B. .EFE TNF EyEI'1T IF IT IS A,I�LEGED nR RO ,N THAT ALL TH E � g �T. OMISSI LIGE _ THE . This indemnity provision is intended to include, without limitation, indemnity for cost�, expenses and legal fees incurred by the City in defending a�ainst such claims and causes of actions. B. Contractor covenants and agrees ta indemnify and hold harmless, at its own expense, the City, its of#icej-s, servants and ennployees, from and against any and all Ioss, darnage or destruction of property of the City, arising ouf of, or alle�ed to a�-ise ouf of, thc work and services to be performed by the Cantractor, its officers, agents, empZoyees, subcontractors, licensees or invitees undcr this Contract. THIS IN�MNIFICATInN PROVISI�N IS CITY OF F'ORT WORTH S'I'ANDARDCOT�IS'T'RUCTION SPECIF[CAT[ON DOCUME�ITS lte�ision: Muc�i 9, 2020 oo�zoo-� GEN�RAL CONDITIpIVS Page 34 of 63 � �. �_. � � �� =-- —=-.i�== — i��:��a■rr� , � 1 � � , ��- i� —i ' / � � .! a_��.. � � � .� �� _\ � I� � ' / � � �i_ \ __ � � A / � . _ � � / . \ � � - 6.22 Delegation of Professianal Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a poxtion of the Wark or unless such services are required to carry out Contractor's xesponsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional reZated to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify a11 perforrnar�ce and design criteria that such services must satisfy. Coniractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall app�ar on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Wark designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. C. City shall t�e entitled to rely upon the ade9uacy, accuracy and completeness of the services, certifications or approvals performed by such design professional,s, pravided City has specified to Contractor perfornnance and design criteria that such services must satisfy. D. Pursuant to this Paragrapl� 6.22, City's review and acceptance af design calculations and design drawings will be only for the limited purpose of checking for conformance with pex�ormance a�d design criteria given and th.e design concept expressed in the Contract Documents. Ciiy's review and acceptance af Submittals {except design calculations and design drawings) wil� be only for the purpose staied in Paragraph 6.18.C. 6.23 Right to Audit A. The Contractor agrees ihat the City shall, until the expiration of three (3) years after fmal payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records af the Contractar involving transactions relating to this Contract. Contractor agrees that the City sha11 have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this �aragraph. The City shafl give Contractor reasonable advance notice of intended audits. B. Contractor further agrees to include in a11 i#s subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three {3} years after fina.Z payment under this Contract, have access to and the right to examuie and photocopy any direcily periinent books, documents, papers, and records of such Subconfiractox, invoIving trax�sactions to the subcontract, and furtller, that City shall have access during Regular Working Hours to a1Z CI`1'Y OF FOR'� WORTH STANDARDCONSTKUC'I'iON SPECIFICATIOIV DOCUMENTS Revision: Mac�h9,2020 00�2oo-i GEMERAL C�NDITIONS Page 35 of b3 Subcantractor facilities, and shall be provided adequate and appropriate wark space in order to conduct audits in cornpliance with the parovisions of this Paragraph. The City shall give Subcontractor reasonable ad�ance no�ice of intended audits. C. Cont�actor and Subconiracior agree ta pho�ocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cos� af the capies as fallows at the rate published in the Texas Administrative Code in effect as of ihe time copyin� is performed. 6.24 Nondiscrirnination A. The Ciiy is responsible far operating Public Transportation Prog,rrams and implementing transit- related projects, which are funded in part with Federal financial assistance awarded by the U.S. Departmen# of Txansportation and the Federal Transit AdYninistration {FTA), without discriminating against any person in the United ��ates on the basis of race, calor, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shail coznply with the requirements of the Act a�d the Regulations as further defined in the Supplementary Conditions for any praject receiving �'ederal assistance. ARTICLE 7— OTHER WORK AT THE SITE 7.0 i Relcated Wn�k ctt Site A. City rnay perforrn other work related to the Praject at the Site with City's employees, or oiher City contractors, or throu�h other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Dacuments, then written no�ice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shalI aiford each other contractor who is a parry to such a direct contrac�, each utiiity owner, and City, if City is performing other waark with City's employees or otlier City contractors, proper and safe access to the Site, provide a reasonable oppartunity for the introduction and storage of materials and equiprr�ent and the execution of such other work, and properly coordinate the Work with thei�s. Contractor shali do all cutting, fitting, and patchin� of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Coniractor shail not endanger any work of others by cutting, excavating, ox oiherwise altering such work; provided, however, that Contrac�or may cut or alter others' work wiih the written consent of City and the athers whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shaIl inspect such other work and promptly report to Ci�y in writin� any deIays, defects, or deficiencies in such other work that render it una�ailable or unsuitable for the proper execution and results of Contracior's Work. Contractor's failure to so report will constiiute an acceptance of such other work as fit and proper for integration with Contractor's Work except far latent defects in the wark provided by others. CI'1'Y OP FORT WORTH STANDARDCpNSTRUCI'lOh! SPECIPICATION DOCUMEAITS Re�ision: Mairh 9, 202Q 00 �z oo - i GENERAL CON�I710NS Page 36 of 63 7.02 Cao�dination A. If City intends io contract with others for the performance of other work on the Project at the Site, the follawing will be set forth in Supplernentary Conditions: the individual or entity who vv�ll have authority and responsibility far coardination of the activities among the various contractors wiil be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditiorzs, City shall have authority for such caordination. ARTICLE � — CITY'S RESPONSIBILITIES S.O1 Cammunications to Cant�actoN Except as otherwise provided in �he Supplementary Canditians, City sha11 issue alI communications to Contractor. 8.02 Fur�nish Data City shall timely furnish ihe data required under the Cont�act Documents. $.03 Puy When Due City sha11 malce payments to Contractor in accordance with Article 14. 8.04 �ands and Easemenis; Repo�ts and Tests City's duties with respect to providing lands and easements and providing engineering surveys to establish reference paints are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's identifyin� and making available to Contractor copies of reparts of explorations and tests of subs�irface canditions and drawings of physical conditions relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by City in preparing the Contraci Documents. 8.05 Chcange Orders Ciry shall execute Change Orders in accordance with Paragraph i 0.03. 8.Ob Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set farkh in Paragraph �3.03. C1TY OF FOI2'f WORTH STANDAR.DCONSTRUCTION SYECTFICATION DOCUMEI�3T5 Revision; Mam.h 9, 2020 00 �a oo - i GENEFtAL CONDI71DN5 Page 37 of 63 8.07 Limatcations on City's Responsibilities A. The City sha11 not supervise, direct, or have cont�ol or autharity over, nor be responsible for, Contractor's means, methods, tecllniques, sequences, or procedur�s of canstruction, or the safery precau�ion� and programs incident thereto, or for any faiiure of Contractor to comply with Laws and Regulations applicable to the perfortnance of the Work. City will not be responsible �or Cantractor's faili.�re �o p�rfarm �he Work in accordance with tiie Contract Docurnents. S. City will notify �he Contractor of applicable safety plans pursuant to Paragraph �.14. 8.08 Undi,sclosed Hazardaus Environmental Condition City's responsibility with respect ta an undisclosed Hazardous En�ironmental Condition is set forth in Paragraph 4.06. $.09 Compliance with Safety Program While at the Site, City',s employees and representati�es shall cornply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 6.14. ARTICLE 9— CITY'S OBSERVATION STATUS DURING CONSTRUCTION 9.01 City's Project Manager City will provide one or more Project Manager(s) during the constructio� periad. The duties and responsibilities and the limitations of authority of City's Project Manager during canstruction are set forth in the Contract Docurnent�. The City's Project Manager for this Contract is identifed in the Supplementaiy Conditions. 9.02 Visits ta SiTe A. City's Project Manager will make visits to the Site at intervaIs appropriate to the various stages af construction as City deems necessary in arder ta observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based an information obtained during such �isits and observations, City's Project Manager will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Mana�er will not be requ�ed to make e�austive or continuou� inspections on the Site to check the quality or quantity of the Work. City's Project Manager's efforts will be directed toward pro�idin�; City a greater degree of confidence that the completed Work will conform generally to the Contraci Documents. B. City's Project Manager's visits and abser�ations are subject to all the limitations on autharity and responsibility in the Contract Documents including those set farth in Paragraph 8.07. CITY OF FORT WORTH S'I'ANDARDCOI�STRUCTION SP�CIPICATION DOCUMENTS Revision: March4,202{1 00 �zoo - i GENERAL CONDITIONS Page 38 of 63 9.03 Authorized Variations in Work City's Project Manager may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design cancept of the completed Project as a functioning whole as in�.icated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City and also on Con�ractor, who shall perform the Work involved promptly. 9.04 Rejecting Defective Wo�k City will have authority to reject Work which CiTy's Project Manager believes to be defeciive, or will not praduce a completed Project that conforrns io the Contract Docuraents ar that will prejudice the integrrty of the design concept of the completed Project as a functioning rn�hole as indicated by the Contract Documents. City will have auihority to conduct special inspection or testing of the Work as provided in Article 13, whether or not the Worl� is fabricated, installed, or completed. 9.05 Detepminalionsfor WorkPerfor�med Contractor will determine the actual quantities and classifica�ions of Work perfarmed. City's Project Manager wili review with Contractor the preliminary determinations or� such matters befare rendering a written recommendation. City's written decision will be final(except as modified to refleci changed factual conditions or more accuraie data). 9.06 Decisions on Requi�e�raents of Contract Documents and Acceptability of YVork A. City will be the initial interpreier of the requirements of the Contract Documents and judge o�ihe acceptability of the Work thereunder. B. City will render a writt�n decision on any issue referred. C. City's written decision on the issue referred will be final and binding on the Contractor, subject to the provisions of Paragraph 10.06. ARTICLE 10 — CIIANGES I1�I THE WORK; CLAIMS; EXTRA WORK 10.01 AuthoNiaed Changes in the Work A. Without invalidating the Contraci and without notice to any surety, Ciiy xnay, at any time or from tinne to #ime, arder Extra Work. Upan notice of such Extra Work, Contractor shall prornptly proceed with the Work involved which will be per�armed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Change Order which may or may not preced� an order of Extra work. B. For rninor changes of Work not requiring changes to Contract Time or Contract Price, a Fietd Order may be issued �y the City. CITY OF F'012"1" WOIiTH STANDARDCOhISTRUCTION SPECIFICA'I'I03J DOCUMENTS Revision: March9,2020 oo�zoo-� GENERAL CONDI710N5 Page 39 of 63 10.02 Unauthorized Changes in the Wo�k Contrac�or sha�l not be entitled io an increase in the Contract Price or an extension of the Con�rac� Time with respect to any work performed that is not required by the Contract Docurnents as amended, modified, ar supplemented as provided in Paragraph 3.44, except in the case of an emergency as provided in Paragraph 6.17. 10.03 Execution af Change Orders A. City and Con�ractar sha11 execute apprapriate Change Orders co�ering: 1. changes in the Wark which are: (i) ordered by City pursuant to Paragraph 10.01.A, (ii) required because of acceptance of defecti�e Work under Paragraph 13.48 or City's correction of defective Work under Paragraph 13.�9, or {iii} agreed to by the parties; 2, changes in the Contract Price or Contract Time which are agreed io by the parties, including any undisputed sum or amount of time for Work actually performed. 10,04 F�tra Work A. �hauld a difference arise as io what does or does not constitute Extra Work, or as to the payment thereof, and the City insists upon its performance, the Contractor shall proceed with the work after making written request for varitten orders and shall keep accurate account of the actual reasonable cost thereof. Contract Clai�ns regarding Extra Work shall be made pursuant ta Paragraph 1 Q,�6. B. The Contractar shall furnish the City such installation records of a11 deviations fram the ariginal Contract Documents as may be necessary to enable the City to prepare for permanent record a corrected set of plans showing the actual installation. C. The campensation a�reed upon far Extra Work whether ar not initiated by a Change Order sha11 be a fu11, complete and final payme�t for all costs Contractor incurs as a result or relating to the change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extend�d overhead, ripple or impact cost, ar any othex effect on changed or unchanged work as a result of the change or Extra Work. 10.05 Notification to Su�ety If the pro�isions of any bond require notice to be given to a surety of any change affecting �e general scope of the Work or the pro�visio�s of the Contract Docurnents (including, but not lin�ited to, Contract Price or Contract Ti�e), the giving of any such notice wiil be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such cha�ge. CITY OF FORT WQR'1'H S'iAT�fllARDCONSTRUCTION SPEC[FICATTQN DOCUMENTS Revision: Hla�h9,2020 007200- l GENERAL CDN�ITIONS Page 40 of 63 1 Q.Ob Contract Claims Process A. City's �ecision Regui�ed: 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 conditian precedent to any exercise by Contracfor of any rights or remedies he rnay otherwi�e ha�e under the Contract Documenis or by Laws and Regulations in respect af such Cantract Claims. B. Notice: Written noiice stating the general nature of each Contract Claim shal] be delivered by the Contractor to City no later than 15 aays after the start of the event giving rise thereto. The responsibility to substantiate a Contract Clairra sk�all rest with the party making the Contract Claim. 2. Notice of the amotiu�t or extent of the Cantract Claim, with supporting aata shall be delivered to the City on or before 45 days from the start of the event giving �se thereto (unless the City allows additional time for Contractor to sulamit additional or more accurate data in support of such Contract Claim}. 3. A Contract Claim for an adjustment in Contract Price sha11 be prepared in accorciance with the provisions o�Para�'aph 12.01. 4. A Contract Claim for an adjushnent in Contract Time sha11 be prepared in accordance with the provisions of Para��raph 12.02. 5. Each Contract CIaim shall be accompanied by Contractor's written statement ihat the adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a result of said event. 6. The City sha11 submit any response to the Contractor witl�in 30 days after receipt of the claimant's last submittal (unless Contract allows additional time). C. City's Aclion: City will review each Contract Claim and, within 30 days after receipt of the last submittal of the Contractor, if any, take one of the following actians in writing: 1. deny the Contract Claim in whole or in part; 2. approve the Contract Clairn; or 3. notify the Contractor that the City is unable to resQlve the Contra.ct Claim if, in the City's sole discretion, it would be inappropriate for the City to do so. For purposes of further resolution of the Contract Clairn, such notice shall be deemed a denial. CITY OF FORT WORTH STANDARDCONS'fEtUCTION SPECIFIGATIpN DOCUM�NTS Revision: Marc�h9,2020 oa�zoo-� GENERAL CDNQITIONS Yage 41 af 63 D. City's written action under Paragraph 10.06.0 will be final and binding, unless City ar Contractor invoke the dispute resolution procedure set forth in Article lb within 30 days af such action or denial. E. No Contract Claim for an adjustmeni in Contract Price or Contract Time will be valid if not �ubmitted in accordance with this Paragraph 10.06. ARTICLE I1— COST OF THE WORK; ALLOWAI�CES; iJl�IT PRICE WORK; PLANS QUANTITY MEASUREMEllTT 1 i.01 Cost of the Wo�k A. Costs Included: The term Cost of the Work means ihe sum af ail costs, except those excluded in Paragraph 11.01.B, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to Contractor will be only those addi�ional or incremental costs required because of the change in t1�e Work. Such costs sha11 not include any of �lie costs i�emized in Paragraph 11.01.B, and shall include but not be limited to the iallowing items: 1. Payroil costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications a�'eed upon by City and Contractor. Such employees sha11 include, without lirnitation, super�ntendents, foremen, and ather persannel employed fi�ll time on the Work. Payroll costs for employees not ernployed full time on �he Work sha11 be apportianed on the basis of their tinae spent an the Wark. Payrall costs sha11 inciude; a. salaries with a 55% markup, or b. salaries and wages plus the cost of fringe benefits, which �hall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retire�nent benefits, bonuses, sick leave, vacation and holiday pay applicabl� th�reto. The expenses of perfarming Work outside of ReguIar Woxking Hour,s, Weekend Wprking Haurs, or legal holidays, shall be included in the abo�e to the extent authorized by City. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs af transportation and storage thereof, and Suppliers' field sereices required in connection therewith. 3. Rentals of a1I construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance wiih rental agreements approved by City, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary far the Work. C1TY OI' FORT WORTH STANDARD CO[�I5'I'RUCTION SP�CIFICATION DOCLJMET�lTS Revision; ivfa�h 9, 2020 0� 72 OD - 1 GENERAL CONDITIDNS Nage 42 of 63 4. Payrr�ents made by Cantractor to Subcontractors for Wark performed by Subconiractars. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to City and Coniractor and shall deliver such bids to City, who will then determine, which bids, if any, will be accepiable. If any subcontract parovides that #he Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cast 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 consultants (including but not limited to engineers, architects, testing labaratories, surveyors, attorneys, and accauntants) emplayed for services specifically related to the Work. 6. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected wi�th the Work. b. Cost, including transportation and maintenance, of al� materia�s, supplies, equipment, machinery, app�iances, office, and temporary faciiities at the Site, and hand taals not owned by the workers, which are consutned in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the praperty of Contractor. c. Sales, consumer, use, and other simiiar taxes related to the Work, and for which Contractor is Ziable not covered under Paragraph b.11, as imposed by Laws anc�. R�gulations. d. Deposits lost for causes otner thari negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them ar for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. e. Lasses and damages (and related expenses) caused by darnage to the Wark, not compensated by insuramce or oiherwise, sustained by Contractor in connection with the parformance of ti�e Work, provided such losses and damages have resulied from causes other than the negligence af Cantractor, any Subcontract�r, ar anyone directly or indirectly emp�oyed by any of them or for whase acts any of them may be liable. Such losses sha11 include settlement,s rnad.e with the written consent and approval of City. No such losses, darnages, and expenses sha11 be included in fihe Cost of the Work for the purpose of determining Contractor's �ee. f The cost of utilities, fuel, and sanitary facilities at the Site. g. Minor expenses such as telegrams, long distance telephone calls, ielephone and comm�nication services at the Site, express and courier services, and similar petty cash items in connection with the Work. CITY OF FORT WORTH STANDARDCONS1RlIC1'ION SP�.CIFICATION DOCUM�NT3 Revision: Mareh 9, 2Q20 oo�zoo-� GENERAL CdND]TIONS Page 43 of 63 h. The costs of premiums for all bonds and insurance Cantractor is requi�ed by �he Contract Dacurnents to purchase and maintain. B. Cost.s Excluded.� The tenn Cost of the Work shali not include any of ihe following items: 1. Payroll casts and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and cantractir�g agents, expediters, timekeepers, clerks, and other p�rsonnel emplayed by Contractor, whether at the Site or in Coz�tractor's principal or k�raxich office far general adrninistration of the Work and not specifically included in the agreed upon �chedule of jab classifications referred to in Paragraph 11.O1.A.1 or specifically covered by Paragraph 11.O1.A.4, a11 of which are ta be considered adminisirative costs covered by the Contractor's fee. 2. Expenses of Contrac�or's principal and branch offices other than Contractor's off ce at the Siie. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractar, any Su�contractox, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, �he correction of defective Work, disposal of materials or equiprnent wrongly supplied, and making good any damage to property. 5. Other o�verhead or general expense casts of any kind. C. Contr�actor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee sha11 be determined a� set forth in the Agreement. When the �alue of any Work covered by a Charige Order for an adjustr�ent in Contract Price is determined on the basis of Cost of the Work, Contracior's fee shall be de#ermined as se� farth in Paragraph 12.Q1.C. D. Documentation: Whene�er the Cost of the Work for any purpose is to be determined pursuant to Paragraph� 11.O1.A and 11.O1.B, Contractar wili establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to City an itemized cost breakdown together with supporting data. 11.02 Allowance.r A. Specified Allowance: It is understood that Cantractor has included in the Contract Price aIl allawances so named in the Contract Documents and shall cause the Work so covered to be perform�d for such sums and by such persons or entities as rnay be acceptable to City. B. Pre-bid Allowances.• 1. Coniractor agrees that: c�•ry or FaxT woxT� STANDARDCONS'FRUCTTOM SPECIFICA"P[ON DOCUMENTS Rcvision: Mancl� 9, 202D oonoo-i GENERAL CONDITIONS Pagc 44 of63 a. the pre-bic� allowances include the cost to Contractor of materials and equipment required by the allowances to be delivered at the Site, and all applicable t�es; and b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the pre-bic� allowances have been inciuded in the aIlowances, and no demand for addifional payment on account of any of the foregoing will be valid. C. Contingency Allowance: Contractar agrees that a contingency allowance, if any, is for the sole use of City. D. Prior to final payment, an appropriate Change Order will be issued io reflect actual amounts due Contracior on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Price YYork A. Where the Contract Doc�rnents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for a11 Unit Price Wor1� an amount equal to the sum af the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimateci quantities of iterns af Unit Price Work are not guaranteed and are solely for the purpase of comparison of Bids and determining an initial Contract Price. Determinations of ihe actual quantities and classifications of Unit Price Work performed by Contractor will be made by City subj�ct to the provisions of Paragraph 9.05. C. Each unit price will be deemed to include an amount considered by Cantractor to be adequate �o cover Contractor's overhead and profit for each separately idez�tified item. Work described in the Con�raci Documents, or reasonably inferred as required for a funetionally complete installation, but not identified in the listing of unit price items shall be considered incidental to unit price work listed and the cost of incidental work inciuded as part of the unit price. D. City may make an adjustrneni in t�e Contract Price in accordance with Paragraph 12.01 if: 1. the quantrty of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimaied quantity of �uch item indicated in the Ageement; and 2. there is no correspondin�; adjustment �nth respect to any other item of Work. E. Increased or Decreased Qucantities.� The City reserves t�e right to order Extra Work in accordance with Paragraph 10.01. 1. If the changes in quantities or the alterations do not significantly chan�e the character af wark under the Contract Documents, the altered work will be paid for at the Contract iuiii price. CITY OF rOIZT WORTH STANDARDCDI�STRUCTION SYECIFICAT[ON DOCUMENTS Revision: MacrJ� 9,2(l20 00 72 OD - 1 GENERAL CONDITIpNS Page 45 of 63 2. If the changes in quantities or alterations significantly change the character af work, the Contract will be amended by a Change Order. 3. If no urut prices exist, this will be considered Extra Work and ihe Con�ract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of woxk occurs when: a. the character of work for any Item as altered differs materially in kind or nature fro�n ihat in the Contract or b. a Major Item o�work �aries by more than 25% from the original Contract quantity. 5. When the quantity of work to be done under any Major Item of the Contract is more than 125% of the original quantity stated in the Contrac�, then either party to the Contract may request an adjusimer�t to the unii price on the portion ofth� work that is above 125%. 6. When the quantity af work to be done under any Major Item of the Contraci is less than 75% of the original quantity stated in the Contract, then either party to the Contrac# may request an adjustment to the unit price. l X.44 Plans Quantity Measurement A. Plans quantities may ar may not represent the exact quantity of work performed or �naterial moved, handled, ar placed during the executian of the Contract. The estimated bid quantities are designated as �'inal payment quantitxes, unless revised by tiie governing Section or this Article. B. If the quantity measured a� outlined under "Frice and Payment Procedures" varies by more than 2S% (or as stipulated under "Price and Paymen� Procedures" for specific Items} from the total estimated quantity for an indi�idual Item originally shown in the Contract Documents, an adjustment may be rnade ta the quantity of authorized work done for payment purposes. The party to the Cor�tract requesting the adjustment will provide field measurements and calculations showing �lie final quantity for which payment will be made. Payment for re�ised quantity will be made at �1ie unit price bid for that Item, excep� as provided for in Article 1�. C. When quantities are revised by a change in design approved by the City, by Change Order, or ta correct an error, ar to correct an error on the plans, the plans quantity will be increased ar decreased by the amount involved in the change, and the 25% variarice will apply to the new plans quantity. D. If the tatal Cantract quantity multiplied by tlie unit price bid for an individual Itern is less than $250 and the Item is not originally a plans quantity Item, then the Item rr�ay be paid as a plan� quantity Item if the City and Coniractor agree in writing to fix the final quaniity as a plans quantity. CITY OF FQRT WOR'TH S'fANEIARDCONSTRUCTION SPECiF[CA"fIQN DOCUMENTS Revision: Ma�1�9,202D 40 72 00 - 1 GENERAL CONDI710N5 Page 46 of 63 E. For callout woxk ar nQn-site specific Contracts, the plans quantity measurexnent requirements ar� not applicable. ARTICLE 12 — CHAIliGE OF COI�TTRACT PRICE; CHANGE OF CO1�iTRACT TIME 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order. B. The value of any Wor� covered by a Change Order will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities af the items involved {subject to the provisions of Paragraph 11.03); or 2. where the Work involved is not covered by unit prices coniained in the Contra�t Documents, by a nnutually agreed lump sum or unit price (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.O1.C.2), and shall include the cost of any secondary impacts that are foreseeable ai the time of pricing the cost of Extra Work; or 3, wh�re the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum or unit price is not reached under Paragraph 12.O1.B.2, on the basis of the Cost of the Woxk (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit (deiermined as provided in Paragraph 12.01.C}. C. Contractar's Fee: The Contractor's additional fee for overhead and profit sha11 be deterrnin�d as fallows: 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 Cost of the Work: a. for costs incurred under Paragraphs 11.01.A.1, 11.01.A.2. and 11.O1.A.3, the Coniractor's addi�ional fee shalf be 15 percent except for: 1) rental fees for Coniractor's own equip�nent using standard rental rates; 2) laonds and insurance; b. for costs incurred under Paragraph 11.O1.A.4 and 11.01.A.5, the Contractor's fee shall be five percent (5%); 1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.O1.C.2.a and 12.O1.C.2.b is that the Subcont�actoz� who actually performs the Work, at whatever CfTY ON FORT WORTH STANDARDCONS7'ItUCT[ON SPECIFICATION DOCUMEN'1'S Revision: Marcl� 9, 2020 oo�zoo-� GENERAL CON�ITIONS Page 47 of 63 tier, will be paid a fee of 15 percent af the costs inciured by such Subcontractor under Paragraphs � 1.O1.A.1 and 11.O1.A.2 and that any higher tier Subcontractor and Contractor will each be pa�d a fee of fv� percent (5%) of the amount paid to the next lower tier Subcontractor, hawever in na case shali �he cumulative total of fees paid be in excess of 2S%; c. no fee shall be �aayable on the basis flf costs itemized iznder Paragraphs 11.O1.A.6, and 11.O1.B; d. the amouni of credit to be allovved by Cdntractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cast plus a deduction in Contractor's fee by an amount equal ta five percent (S°/a} of such net decrease. 12.02 Change of Contr�act Time A. The Contract Time may only be changed by a Change Order. B. No extensian of the Contaract Time will be allowed for Extra Work ar for claimed delay unless the Extra Work contempiated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can show by Critical Path Method analysis how the Extra Wark or claimed delay adverseIy affects the critical path. 12.03 Delays A. Where Contractor is xeasonably delayed in the performance or completion of any part of the Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time rnay be exfended in an a�nount equal to the time lost due to such delay if a Contract Claim is made therefor. Delays beyond the control of Contrac�or sha11 include, but not be limited to, acts or neglect by City, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of Gad. Such an adjustment sha11 be Cantractor's sole and exclusive remedy for the delays described in this Paragraph. B. If Cantractor is delayed, City sha11 not be liable to Contractar for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other prafe�sionals and all court or �rbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project ar anticipated project. C. Contractor shall nat be entitled to an adjustment in Contract Price or Contract Time for delays within the control of Coniractor. Delays attributable ta and wiihin the control of a Subcontractar or Supplier shall be deemed to be delays within the contrfll of Cantractor. D. The Contractor shall recei�e na compensaiion for delays or hindrances to the Work, except when direct and unavoidable extra cost to the Cantractor is caused by the failure of the City to pro�ide information or rnaterial, if any, which is ta be furnished by the City. C]'I'Y OF FORT WOIiTH STANDARD CdN3TRUC7'lON SPECIPICATION DOCUMENTS Revision: Mam,1�9,2Q2Q Op7200- 1 G�NERAI. CONDITIQNS Page 48 of 63 ARTYCLE 13 -- TESTS A�iD INSPECTIONS; CORRECTION, RElVYOVAL OR ACCEPTAIiTCE OF DEFECTIVE WORK 13.01 Notice ofDefecis Notice of all defective Work oi which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in tliis AriicIe 13. 13.02 Access to Work Ciry, independent testing labaratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shail provide thern proper and safe conditions for such access and advise them of Contxactar's safety procedures and programs so that they may comply therewith as applicable. 13.03 Tests and Inspections A. Contractar shall give Ciiy timely notice of readiness o� the Work far all required inspections, tests, or approvals and sha11 cooperate wiih inspection ar�d testing personnel to facilitate required inspections or tests. B. If Contract Dacurnents, Laws or Regulations of any public body having jurisdictian require any of the Work (or part thereo� to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and olataining such independent inspections, tests, retests or approvals, pay a11 costs in connection iherewith, and furnish City the required certificates of inspection or approval; e�cepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department flf Licensure and Regulation (TDLR) inspections, which shalI be paid as described in the Supplementary Conditions. C. Contractor sha11 be r�sponsible for arranging and obtaining and shall pay all costs in cannection with any inspections, tests, re-tests, or approvats required for City's acceptance of materials or equipm�nt to be incorporated in the Work; or acceptance of rnaterials, mix designs, or equipment submitted �or appraval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re-tests, or approvals sha11 be performed by organizations acceptable to City. D. City may arrange for the services of an independent tesiing laboratory ("Tesiing Lab") to perform any inspections or tests ("I'esting") for any part of the Work, as determined solely by City. ]. City will coordinate such Testing to the exteni possible, with Contractor; 2. Should any Testing under ihis Section 13.03 D result in a"fail", "did not pass" ar other similar negative result, the Coniracior shall be responsible %r paying for any and ail retests. Contractor's cancellation without cause oi City initiated Testing sha11 be deemed a negative result and require a retest. CITY OF FORT WORTH S'1'ANEIARDCONSTRUCT1dN SPECIPICATION DOCUMENTS Iievision: Ma�h9,2020 oa�aoo-i GENERAL CaN�ITI0N5 Page 49 of 63 3. Any amounts owed for any retest under this Sectian 13.03 D shall be paid directIy to the Testing Lab by Contractor. City will forward all invoices for retests to Contrac�or. 4. If Contractar fails to pay the Testing Lab, City will not issue Final Payment until the Testin� Lab is paid. E. If any Work (or the war�C of others} that is to be inspected, tested, or approved is covered by Contractor without written cancurrence of City, Contractor shall, if requested by City, uncover ,�uch Work for observaiion. F. Unco�ering Work as provided in Paragraph 13.03.E shall be at Cantzactor's expense. G. Contractor sha11 ha�e the right to rnake a Contract Claim regarding any retest or invoice issued under Section 13.03 D. 13.04 Uncovering Work A. If any Work is covered contrary to the Conlract Docunaent,s or specific instructions by the City, it must, if requested by C�ty, be unco�ered for City's observation and replaced at Contractor's expense. B. If City cansiders it necessary or advisable that co�ered Work be observed by City oz inspected or tested by others, Contractor, at Ci�y's request, shall uncover, expose, or otherwise rnake available for obsez�vation, inspection, or testing as Cify may require, that portian of the Work in question, furnishing a1i necessary labor, material, and equipment. If it is found that �ie uncovered Work is defective, Contractor sha11 pay a11 claims, costs, losses, and darnages (including but not iimited to all fees and charges of engineers, architects, attorneys, and oiher professionals and all cour� or ather dispute resoIution costs) arising out of or relating to such uncovering, exposure, obser�ation, inspection, and testing, and of satisfactory replacement or recons�ruc�ion {including but not lizx�.zted to aIl costs of repair or replacement of work of athers); or City sha11 be entit�ed to accept defective Work in accordance with Paragraph 13.08 in which case Contractor shall still be responsible for a11 costs associated with exposing, observing, and testing the defecti�e Work. 2. If the unco�ered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, d�rectly attributable to such uncoverin�, exposure, ob�ervation, inspection, testing, replacement, and reconst�uction. 13.05 City May Stap Ihe Wo�k If the Work is defecti�e, or Contractar fails to supply ,sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way thai the completed Wark will conforrn to the Contract Documents, City may arder Contractor to stop the Work, or any portion thereof, until the cause for such order has been elimina�ed; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this ri�ht for the bene�t of Contractor, any CITY OF FORT WOIt'I'H ST�1I�lDARDCONSTAUCTION SPECTFICA'1']ON DOCUM�NTS Revisian: Ma�h9,2D20 007200-1 GENERAL CONbI710NS Page 50 of 63 Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent o� ar�y of them. 13.06 Correction or Removal of Defective Wor�k A. Promptly after receipt of written notice, Contractar sha11 correct all defective Work pursuant to an acceptable schedule, wheiher or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testin�, losses, and damages {including but not limited to all fees anc� charges of engineers, architects, attozneys, and ather professionals and all court or arbiiration or other dispute resolution costs) arising oui of or relating to such correction or removal (including but not limited to all cosis of repair ar replacement of work of others}. Fail�are to require the reYnoval of any defective Work sha11 not constitute acceptance of such Work. B. When correciing defective Work under the terrns of this Paragraph 13.06 or Paragraph 13.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. ] 3.Q7 Carrection Period A. If within 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 special guarantee required by the Contract Documents), any Work is found io be defec�ive, or if the repair of any damages to the land or areas made avaitable for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 6.10.A is found to be defectiv�, Contractor shall promptly, without cost io City and in accardance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or renaove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Cont�actor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss ar damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. Al] clairns, costs, losses, and damages (including but nat limited tfl all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resoiution costs) arising aut of or relating to such correction or repair or such removal and replacement (including but not Iimited to aIl costs of repair or replacement of work of others) will be paid by Contractor. CITY OF FpRT WORTH STANDATZD CONSTRUCTION SP�CIPICAI']ON DpCUMENTS Itevision: Ma�9,202D 0�72OD-[ G�NERAL CONDITIbNS Pag;e 51 of 63 C. In special circunnstances where a particular item of equipznent is placed in continuaus service before Final Acceptance of all the Work, the correction period for that item �nay start to run from an earlier date if so provided in the Cantract Docurnents. D. Wh�re defective Work (and damage to other Work 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 ihe end of the initial correctian period. City �hall provide 30 days written notice to Contractor should such additional warranty coverage be required. Contractor may dispute this requirement by filing a Contract Clai�n, pursuant io Paragraph 10.06. E. Contractor's abligations under this Paragraph 13.07 are in addition to any other obiigation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a s�bstitute for, or a waiver a�, �lie provisions of any applicable statute of lirnitation or repose. 13.08 Acceptance of Defective Work If, instead of requiring correction or removal and replacement of defective Work, City prefers ta accept it, City may do so. Contractor sha11 pay all claims, costs, losses, and damages {including but not limited to all fees and charge� of engineers, architecis, attorneys, and other profe�sianals and a1I court or other dispute resolution costs) attributable to City'� evaluation of and determinafion to accept such defective Work and for the dirninished value of the Work to the extent not otherwise paid by Contxactor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be issued incorporating the necessary revisions in �he Contract Documents with respect to tk�e Work, and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. 13.09 City May Correct Defective Work A. If Contractor fails wi#hin a reasonable time after written notice fram City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 13.Ofi.A, or if Contractor fails to perform the Work in accordance with the Cont�act Documents, or if Contractor fails to coz�ply with any other provisian of the Contract Documents, City may, after se�en (7} days written notice to Contractor, correct, or remedy any such deficiency. B. In exercising the rights and rezx�edies under this Paragraph 13.09, City shall proceed expeditiously. In cannection with such correcti�e or remedial action, City may exclude Contractor frorn all or par� of the Site, take possessian of ail or part af �he Work and suspend Contractor's services related �hereto, 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 storec€ elsewhere. Cont�actor sha11 a11ow City, City's representatives, agents, consultants, employees, and City's other contractars, access to the Site to enable City to exercise the rights and rernedies under this Paragraph. C. All claims, casts, losses, and damages {including but not limited to a11 fees and charges of engineers, architects, attorneys, and other professionals and a11 caurt or other dispute resolu#ion CITY OF PORT WORTH STANDARDCONS'1'ItUCTION SPECIFICATiOtv DOCUMCNTS Ra�ision: Mact� 9, 2020 00 �2 00 - i GENERAL CONDITIONS Page 52 af 63 costs} incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change �rder will be issued incorporating the necessazy revisior�s in the Con�ract Docurnents with respect to the Work; ana City sha11 be entitled to an appropriate decrease in the Contract Price. D. Contractor shall noi be aliowed an extension of the Cantract Time because of any delay in the performance of �ie Work attributable to the exercise of City's rights and remedies under this Paragraph 13.09. ARTICLE 14 — PAYMENTS TO COI�iTRACTOR AND C�MPLETIOl� 14.01 Schedule of T�alues The Schedule of VaIues f�r lump sutn contract� established as provided in Paragraph 2.07 will serve as the basis for progress payments and will be incorporated inta a form af Application for Payment acceptabie to Ciiy. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Pr�ogress Payments A. Ap�lications for Pcxyments: Contractor is responsible for providing a11 information as required to becorne a vendor of the City. 2. At least 20 days before the date established in the General Requirements for each progress payment, Contractor shall submit to City for review an Application %r Paymez�t filled out and signed by Contractar cavering the Work completed as of the date of the Application and accompanied by such supporting documentaiion as is required by the Contract Docurnents. 3. If payrneni is requested on the basis of materials and equipment not incarporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Paymeni shall also be accompanied by a bill of sale, invoice, or other documentaiion warrant�ng that City has received the ma#erials and equipment free and ciear of all Liens and evidence that the materials and equipment are covered by appropriate insurance or other arrangements to protect City's inierest therein, all of which must be saiisfactory to City. 4. Beginning with the second Application for Paymeni, each Application shal� include an affidavit of Contractor stating that previous progress payments received on account of the Work have been applied on acco�ant to dischar�e Cor�tz-actor's legitimate obligations associated with prior Applications for Payrnent. 5. The amount of retainage with respect to progress payments will be as stipulated in the Contraci Docu�nents. CITY OF FORT WORTH STANDARDCONS7'1tUCTION SPECIFICATION DbCUMENTS Revision: March 9, 2020 00 72 00 - 3 GEN�RAL CONDITIONS Pagc 53 of 63 B. Kevie�v ofApplicatians: City will, after receipt of each Application for Payment, either indicate in writing a recommendation of payment or return th� Applicati�n to Coniractor indica�ing reasons for refusin� payment. In the latter case, Coniractor may make th� necessary carrections and resubmit the Applicaiion. 2. City's processing of any payment requested in an Application fox Payment will be based on City's obser�ations o�the ��ecuted Work, and on City's review of the Application for Payment azld the accompanying data and schedules, that to the best of City's knowledge: a, the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contrac� Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Fina1 Acceptance, the result� of any subsequent tests called for in the Contract Dncuments, a f nal determinatian of quantities and classifications for Work perfarmed under Paragraph 9.05, and any other qualifications stated in the recommendation). 3. Processing any such payrnent will nat thereby be deemed to ha�e represented tha�: a. inspections made to check the quality or the quantity of the Work as it has been performed ha�e been exhaustive, extended to every aspect of the Work in pragress, ar involved detailed inspections of the Work beyond the respon�ibiliiies specificaliy assigned to City in th� Contract Documents; or b. there may not be other matters or issues between ihe parties that might entitle Con�ractor to be paid additionally by City or entitle City to withhold payment �o Contractor, or Contractor ha� complied with Laws and Regulations applicable to Contractor's perforrnance of the Wark. 4. City rnay refuse to process the whale or any part of any payment becau�e of subsequently discovered e�idence or the results of subsequent inspections or tests, and revise or revoke any such payment pre�iously nnade, ta such extent as may be neces�ary to protect City fro�n loss because: a. ihe Work is defective, or the completed Work has been damaged by the Cont�actar or his subcontractors, requiring correction or replacement; b. di�crepancies in quantities contained in previous applications for payment; c. the Contract Price has been reduced by Change Orders; d. City has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or CITY OF FORT WOR"CH STAI�IDARI7CONSTRUCTION SE'ECIFiCATION llOCUMCNTS Re�is ion: Mareh 9, 202.0 oonoo-� GENERAL CONDITIONS Page 54 oF 63 e. City has actual knowledge of the occurrence oi any oi the events enumerated in Paragraph 15.02.A. C. Retainage: 1. For contracts less than $400,Q00 at the time of execution, refiainage shall be ten percent (1 Q%}, 2. For contracts greater than $400,000 at the tirne of execution, retainage shaIl be five percent {5%}. D. Liquidated Damages. For each calendar day that any work sha11 remain uncompleted after the time specified in the Coniract Documents, the sum per day specified in the Agreement, will be deducted from �1ie monies due the Contractor, not as a penalty, but as liquidated damages suffered by the City. E. P�ayment.� Coniractor will be paid pursuant to the reqturemenis of this Article i 4 and payment wiIl becorne due in accardance with the Contract Documents. F. Rec�uction in Payment: 1. City may refuse to make payrr�ent of the amount requested because: a. Liens l�ave been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to City ta secure the satisfaction and discharg� of such Liens; b. there are other items entitlin�; City to a set-aff a�ainst the arnount recommended; or c. City has acival knowledge of the occurrence af any of the events enumerated in Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A. 2. If City refuses to rnake payment of the amount requested, City wilI give Contractor written notice stating the reasons for such action and pay Contractor any amount remaining after deduction of the amount so withheld. City sha11 pay Contractar the amount so withheld, or any adjustrnent thereto agreed to by City and Contracior, when Contractar remedies the reasons for such actian. 14.03 Contractor's YYa�r�anty of Title Contractor warrants and guarantees that title to a11 Wark, materials, and equipment cavered by any Application for Payment, whether incorporated in ihe Project or not, will pass to Ciry no later than the tizne of payment free and clear af a1I Liens. CI'I'Y OF FOR'I' WOft'1'EI S`I'ANDARDCONSTRUCTION SPECIFICA"1'ION bOCUMENTS Kevision: Mercli 9, 2020 ao �z oo - ► G�.N�RAL CONDITIONS Page 55 of b3 14.04 Partical Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of ihe Work which has specifically been identified in the Contract Dacurnents, or which City, determines constitutes a separately functioning and usable part of the Wark that can be used by City for its intended purpose without signif cant interference with Contractor's perfarmance of the remainder of the Work. City at any time may notify Cont�actor in writing to permit City to use ar occupy any such part af the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may natify City in writing that Cantraciar considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumera#ed in Paragraph 14.OS.A.1, City and Contractor shall make an inspection of that part of the Woxk to deternaine �ts siatus af completion. If City does not consider that part of the Work to be substantially camplete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 14.05 Finallnspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: 1. within 10 days, City will schedule a Final Inspectior� with Contractor. 2. City will notify Contractor in writing of all particuiars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. B. No time charge will be made against the Contractor between said da�e of notification of the City and the date of Fina� Znspection. 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 Firurl Acceptance Upon completion by Contractor to Ciiy's satisfactian, of any additional Wark identified in the Final In�pection, City will issue to Contractor a letter of Final Acceptance. CITY OP 3'ORT WC3RTH STANBARDCONSTRUCT[ON SPk;CIF'1CA'C10N UDCUMENTS Revision: Ma�rh 4, 2020 00 �2 00 - i GENERAL CONDITIONS i'age 56 of 63 1 �.07 Finad Payment A. Appliccctfon foN Payment: 1. Upon Final Acceptance, and in the opinion of City, Contractor may zraake an application for final payment following the procedure for progress payments in accordance with the Contract Documents. 2. The final Application for Payment shali be accompanied {except as previously delivered) by: a. ali documentation called �or in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; b. consent of the surery, if any, to f nal payrnent; c. a list of al1 penc,�ng or released Darnage Claims against City that Contractor believes are unsettled; and d. affidavits of payments and cornplete and legally effective releases or vvaivers (satisfactory to City} of all Lien rights arising out af or Liens filed in connection with the Wark. B. Payment Becomes Due: 1. After City's acceptance of the Application for Payment and accompanying documentation, requested by Contractor, less previous payments made and any sum Ciiy is entitled, including but not lirnited to liquidated damages, will became due and payable. 2. After all Damage Claims have been resolved: a. directly by the Contractor or; b. Cantractar provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resoiution. 3. The making of the final paymeni by the City shall not relieve the Contractor of any guaxantees or other requirements of tha Contract Docurnents which specifically continue thereafter. 14.08 Final Completion Delayed and Partial Retainage Release A. If final completion of the Work is significantly delayed, and if Ciiy so confirnis, City may, upon receipt of Contractoar's final Application for Payment, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by City for Work not fully completed or corrected is less than the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as xequixed in Paragraph 5.02, the written consent of the surery to the payment of the balance due far that CITY OP CORT WOR'fl�l STANDARDCQNSTRUCTIOM SPECIFICATION DOC[JMENTS Revision: Mard�9,2D20 aa�aoo-i GEN�RAL GONDITIONS Page 57 of 63 portion of the Work fully completed and accepted shall be submitted by Contractor to City with the Application for such payrzaent. Such payment shall be made under tk�e terms and conditions goverr�ing final payment, except� that it sha11 not constitu#e a wai�er af Contract Claims. B. Partial Retainage Release. For a Contract tha� prnvides fox a separate �egetative establishrnent and maintenance, and test and performance periods following the campletifln af all other canstruction in the Contract Dacurraent,s for aIl Work Iocations, the City may release a portion of the amount retained provided that a11 other work is co�npleted as determined by the Ciry. Before the release, all submittals and final quantities must be completed and accepted for a11 other work. An amount sufficient to ensure Contract complianc� will be retained. 14.09 Waiver of Clc�ims The acceptance of finai payment will constitute a release of the City from all claims or liabilities under �he Contract for anything done or furnished or relaiing ta th� work under the Contract Documents ar any act or neglect of City related ta or connected wi�h the Contract. ARTICLE 1� — SUSPENS�ON OF WORK AND TERMINATI�N 1 S.O 1 Ciry May Suspend Wo�k A. At any time and without cause, City may suspend the Work or any portion thereflf by written notice to Contractor and which may fix the date on which Work will be resurrzed. Contractor sha11 resume ihe Work on the date so fixed. Dur�ng temporary suspension of the Work covered by these Contract Documents, for any reason, the City will ma�ce no extra payrnent for stand-by �ime of c�nstruction equipment and/or construction crews. B. Sh�uld the Contractor not be abte to complete a portion of �he Project due io causes beyand the control of and without the fault ar negligence of the Contractor, and should it be determined by muival canseni of the Contractor and City that a so�uiian ta allow construction to proceed is not available within a reasonabl� period of tinne, Cantractor may request an extension in Contract Time, directly attributa�le to any such suspension. C. If it should became necessary to suspend the Work for an indefinite period, the Cont�actar sha11 store all materials in such a manner that ihey will not obstruci or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage ar deterioration of the wark performed; he sha11 provide suitable drainage about the work, and erect temporary structures where necessary. D. Contractor may be reimbursed for ihe cast of maving his equipment off the job and returning the necessary equipment to the job when it is determined by the City that construction may b� resumed. Such reimbursement shall be based on �ctual cast to the Contractar of moving the equipment and no profii will be allowed. Reimbursement may not be allowed if the equipment is �no�ed to another construc�ion project for the City. C1TY O[' FORT WORTi i STANDARDC�tVSTRUCT[ON SPECIFIGAT[ON i]OCll3Vf�NTS Revision: iv[�h 9, 2020 00 72 00 - 1 GENERAl� GONDITIONS Nage 5$ of 63 15.02 City ll�ay Terminate for Cause A. The occurrence of any one or more of the following events by way of example, but not of limitation, may justify termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited ta, failure ta supply sufficient skilled workers or suitable materials or equipment, failure to adhere to ihe Project Schedule established uncl.er Paragraph 2.47 as adjusted frarn time to time pursuant to Paragraph 6.04, or failure to ac�here to the City's Business Diversity Enterprise Ordinance #20020-12-2011 established under Paragraph 6.05.D); 2. Contractor's disregard of Laws or Regulatians of any pu�lic body having jurisdiction; 3. Contractor's repeated disregard of the authority of City; or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents; or 5. Contractor's failure ta promp�ly make good any defect in materials or work�nanship, or defecis of any nature, the correction of which has been directed in writing by the City; or 6. Substantial indication that the Contractor has made an unauthorized a,ssignmeni of the Contract or any iunds due therefrom for the benefit �f any creditor ar for any other purpase; or 7. Substantial evidence that the Contractor has become insoZveni or bankrupt, or otherwise financially unable to carry an the Work sahsfactarily; or S. Coniractor commences legal action in a court of competent juristlictian against the City. B. If one ar more of the events ideniified in Paragraph 15.02A. occur, City will provide written notice to Contractor and Surety to arrang� a conference with Contractor and Surety to address Contractor's failure to perform the Work. Conference sl�all be held not later than 1 S days, after receipt of noiice. 1. If the City, the Contractor, and the Surety do not agree to a11ow the Contractor to proceed to perform the construction Contract, the City nnay, to the extent permitted by Laws and Regulations, declare a Contractor default and formally terminate the Contractor's righi to complete the Contract. Contractor default shall not be declared earlier than 20 days after the Cantractor and Surety have received notice of conference to address Contractar's failure to perform the Work. 2. If Contractar's services are terminated, Surety shall be obligated to take over and perform the Work. If Surety does not comrnence performance thereof wiihin 15 consecutive caIendar days after date of an additional written notice demanding Surety's performance of its CITY OF FORT WORTH STANDARDCONSTRi1C1'lON SPF.,CIFiCATIO�I DQCUMENTS Revision: Mareh 9, 2020 00�2oo-i GEMERAL CONDIT14N5 Page 54 of 63 obligations, then Ciry, withaut process or action at law, may take over any portion af ihe Work and camplete it as descrihed below. a. If City completes tha Wark, City may exclude Contractor and Surety from the site and take possession of the Work, and alI materials and equipment incorporated inta �Iie Wark stored ai the Site or for which City has paid Contractor ar Surety but which are stored elsewhere, and fini�h the Work as City may deem expedient. 3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds aIl claims, costs, losses and damages sustained by City arising out of or resulting from completing the Work, such excess will be paid to Coniractor. If such claims, costs, losses and damages exceed such unpaid balance, Contractor shall pay the difference to City. Such claim�, costs, losses and dama�es incurred by City will be incarporated in a Change Order, pro�ided that when exercising any rights or remedies under this Paragraph, City sha1� nat be required to obtain the lowest price �or the Work performed. 4. Neither City, nar any of its respective consultants, agents, officers, directars or employees shall be in any way liable or accountable to Contractor or Surety for the method by which the completian of the said Work, or any portion thereof, may be accomplished or for the price paid therefor. 5. City, notwithstanding the method used in compl�ting the Contract, shall not �orfeii the right to recover da�nage� from Con�ractar or Surery for Contractor's failure to tirr�ely compleie the entire Contract. Contractor sha11 not be entitled to any clairn on accaunt o� the method used by City in cotnpleting the Contraci. 6. Maintenance of the Wbrk shall cantinue to be Contractor's and Surety's responsibilities as provided for in the bond requiremen�s of the Contract Documents or any special guarantees provided for under the Contract Documents ar any other obIigations otherwise prescribed by law, C. Notwithstanding Paragraphs 15A2.B, Contractor's services will nat be terrninated if Contractox begins within se�en days of receipt of notice of intent ta terminate ta correct its failure to perforrn and proceeds diligently to cure such iailure within no more than 34 days of receipt of said notice. D. Where Contractor's services have been so terminated by City, the termination will not affect any rights or remedies of City against Contractar then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by City will not release Contractor from liability. E. if and to the extent that Contractor has provided a performance band under the pro�risions of Paxagraph 5.02, the termination procedures of �liat bond sha11 not supersede the pra�isians of this Article. CITY OF FORT WQRTH STANDAIZDCONSTRUCTION SPECIFICATION DOCUMEN'I'S Re�ision: Ma[oEt9,2020 00 �r2 00 - � GENERAL CONDITIONS Page 60 of 63 15.03 City May Terminate For Convenience A. City zx�ay, withaut cause and without prejudice to any other right or remedy of City, terminate the Coniract. Any termination shall be effected by mailing a notice of the termination to the Contractor specifying the eatent to which perFormance of Work under ihe contraci is terminated, and the date upon which such termination becornes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the City. Further, it shaIl be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no prooi in any claim, demand or suit shall be required of the City regarding such discretionary action. B. After receipt of a notice of termination, and except as oiherwise directed by the City, the Contractor shall: 1. 5top work under the Contract on the daie and to the extent specified in the notice of termination; 2. place no furtller orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the Work under th� Contract as is not terminated; 3. texr�inate all orders and subcontracts to the extent that they relate to the performance of the Work terminated by notice of termination; 4, transfer title to the City and deliver in the manner, at the times, and to ihe extent, if any, directed by the City: a. the fabricated or unfabricated parts, Work in pro�ess, completed Work, suppiies and other material produced as a part of, or acquired in connection with the performance o�, tk�e Work terminated by th� notice of the termination; and b. the completed, or partially completed plans, drawings, information and other property which, if the Coniract had been completed, would have been required to be fi�rnished to the Ciry. 5. complete perfarmance of such Work as shall not have been terminaied by the notice of termination; and 6. talce such action as may be necessary, or as the City may direct, for the protection and preservation af the property reIated to its contract which is in ihe possession of the Contractor and in which the owner has or may acquire the rest. C. At a time not later than 30 days after the tei�7»nation date specif ed in the notice of t�rmination, the Cantractar may submit to the City a list, certified as to quantity and quality, of any or all items Qf termination inventory not previously disposed of, exclusive of items the dispasitian of which has been directed or autharized by City. CPi'Y OF FORT WORTH STANDARDCONS77ZUC7'ION SPEC[FICATION DOCUMENTS Revision: Ma� 9, 2020 00 72 00 - 1 GENERAL CONDITIONS Pagc 61 of 63 D. Not later than 15 days thereafter, the Ciry shall accept title to such items provided, that the list submitted shall be subject to verification by the City upon remo�al of the items or, if the items are stored, within 45 days fram the date af submissian of the list, and any necessary adjustments ta correct the list as submitted, shall be made prior to final settlement. E. Not later than CO days afier the notice of termination, the Contractor sha11 submit his termination claim ta the City in the form and with the certif cation prescribed by the City. Unless an extension is made in writing within such 60 day period by �he Cantractor, and granted by the City, any and all such claims shall be conclusively deemed waived. F. In such case, Contractor sha11 be paid for (without duplication of any items): 1. cotnpleted and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for a�erhead and profit on such Work; 2. expenses sustained prior to �he effec�ive date of �ermination in performin� services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncornpleted Work, plus fair and reasonable sums for o�erhead and proiit on such expenses; and 3. reasonable expenses directly attributable to termination. G. In the event of �he failure of tlie Contractor and City to agree upon �he whoie amoun� to be paid to the Contractor by reason of the termination of the Work, the City shall determine, on the basis of information a�ailable to it, the amaunt, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts deterYnined. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting fram such termination. ARTICLE 16 — DISPUTE RESOLUTIOIii 16.01 Methods and Procedures A. Either City or Contractor may request mediation of any Contract Claim subrnitted for a decisian under Paragraph lO.Ob before such decision becomes final and binding. The request for mediation shall be submitted to the other party to the Contract. Timeiy submission of the request sha11 stay the effect o� Paragraph 10.46.E. B. City and Contractor shail participaie in ihe rnediation process in goad faith. The process shall be commenced within 60 days of filing of the request. C. If the Contract Claim is not resolved by mediation, City's ac�ion und�r Paragraph 10.06.0 or a denial pursuant to Paragraphs 10.06.C.3 or lO.Ob.D shall become fznal and bi�ding 30 days after �ermination of the mediation unless, wi�hin that time period, City ar Contractor: crrY oN� roaT woxTx STANDARDCONSTRL)CTION SPECIFICATiON DOCUMENTS Re�ision: Mairki 9, 2020 00 �a oo - i GENERAL CON�ITIONS Page 62 of 63 1. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the vther party to submit the Contract Claiz�ra to another dispute resalution process; or 3. gives written notice ta the other party of the intent to submit the Contraci Clairn to a court of competent jurisdictian. ARTICLE 1'� —1VIISCELLAI�TEOUS 17.01 Giving Notice A. Whenever any provision o� the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if 1, delivered in person to ihe individual or io a member of the firm or to an o�cer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certifzed. rnail, postage prepaid, to t�ie last business address knor�vn to the giver of the noiice. B. Busi�ess address changes must be promptly made in writing to the other party. C. Whenever the Contract Docun�ents specifies �;iving notice by electronic m�ans such electronic notice shall be deemed suf�icient upon conf'�rmation of receipt by the receiving party. 17.02 Camputalion of Times When any periad af time is referred to in the Contract Documents by days, ii will be computed to exclude the first and include the last day of such period. If the last day o� any such period falls on a Saturday ar �unday or on a day made a legal holiday the next Working Day shall become the Iast day of the period. 17.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition io, and are not to be construed in any way as a iimitation of, any rights and renriedies available to any or a11 of them vvhich are otherwise imposed or a�ailable by Laws or Regulaiions, by special warranty or guarantee, or by other provisions o� the Contract Docurnenis. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OP POKT WOR"I'f-I STAI�I�ARDCON3TRUCTION SPECIFICA'I'ION D�CUM�.NTS Revision: Ma�h9,202D 00 72 00 - ] GENERAL CQN biTIONS Page 63 of 63 17.04 Survival of Obligafions All representatians, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Coniract Documents, as weil as all continuing obligations indicated in the Contract Docutnents, will survi�e final payment, coznpletion, and acceptance of the Work or termination or completion o� the Cantract or �ermination of the services of Contrac�tor. 17.05 Headings Article and paragraph headings are inserted for con�enience only and do noi constitute parts of these General Conditions. CITY dP FORT WORTH STANDARDCOiJS'fIZUCTION SPECIFICAT3pN DOCUA/iENTS Reaision: Mareh 9, 2020 00 �� o0 SUPPLEM�NTARY CONDITIONS Page 1 af 6 sECT�orr ao �3 00 SUPI'LEMENTARY CONDITIONS TO GENERAL CONDIT[ONS Supplementary Conditions These Supplementary Conditions modify and suppleme�t Section 00 72 00 - General Conditions, and other provisions ofthe Contract Documents as indicated beiow. All provisions of the General Conditions that are modi�ed or supplemented remain in full %rce and effect as sv rr�odified or supplemented. All provisions of the General Conditions which are not so modified or supplemented remain in fulI force and effect. Defined Terms The terms used in these Supplementary Conditions which are defined in the General Conditions have the meanin�; assigned to them in the General Conditions, unless speciiically nated herein. Modiiicatians and Supplements The following are instructions that modify or supplement specifc paragraphs in the General Conditions and other Contract Documents. SC-3.03B.�, "Resolving Discrepancies" Plans govern over Speci�cations. SC-4.01 A Easement limits shown on the Drawing are approximate and were pravided to establish a basis for bidding. Upon receiving the final easements descriptions, Gontractor shall compare them to the lines show� on the Contract Drawings. SC-4.O1A.1., "Availability of Lands" The following is a list of known outstanding right-of way, and/or easements to be acquired, if any as of July 30, 2020: Outstanding Right-Of-Way, and/or Easements to Be Acquired PARCEL O WN E R NUMBER None TARGET DATE OF POSSESSION The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City. If Contractor considers the imal easements provided to differ nnaterially from the representations on the Contract Drawings, Contractor shall within five (S) Business Days and before proceeding with the Work, notify City in writing associated with the differing easement line locations. SC-4A1A.2, "Availability of Lands" CITY OF FORT WORTH E. NORTHSIDE I]RIV� & COGD SPRINGS ROAI7 ROUNDABOUT STANDARD CONSTRUC'1'lON SPECIFICATTON DOCUiv1ENTS 101584 Revised iVlarch 9, 2020 OQ 73 OQ SUPPLEiv[ENTARY CONDITIONS ['age 2 of 6 Utilities or obstructions to be removed, adjusted, and/or relocated 'The following is ]ist of utilities and/or obstructions t�at have not been removed, adjusted, and/or relocated as of July 30, 2020: �XPECTED OWN�R UTILITY AND LOCATION TARGET DATE OF AD.TUSTMENT AT&T Oncor Underground and overhead comrnunication within the intersectian. Overhead electric within the interseciion. Prior to canstruction start Prior to construction start The Contractor understands and agrees that the dates ]isted above are estimates anly, are nat guaranteed, and do nat bind the City. SC-4A2A., "Snbsurface and Physical Conditions" The %liowing are reparts of explorations and tests oi subsurface conditians at the site of the Work: A Geotechnical Reporf No. 2681-1 S-01, dated May 2019, prepared by CMJ Bngineering, Inc a sub- cansultant of JT Engineering, lnc a cansultant of the City, pro�iding additional information on soil canditions and pavement recommendations. The fallowing are drawings of physical canditions in or relating to existing surface and subsurface structures {except Undergraund Facilities) which are at or contiguous to the site of the Work: Nane SC-4.06A., "Hazardous Environmental Conditions at Site" The following are reports and drawings of existing hazardous environmentai conditions known ta the City: None SC-5.03A., G°Certiticates of Insura�ce" The entities listed below are "additional insureds as iheir inierest may appear" including their respecti�e of�icers, directors, agents and employees. (1) City (2) Consultant: None (3) Other; Nane SC-�.04A., "Contractor's Insurance" The limits of liability for the insurance required by Paragraph GC-5.04 shali provide the following coverages for not less than the following amounts or greater where required by laws and regulations: �.04A. Workers' Corr�pensation, under Paragraph GG5.04A. CiTY OF FORT WORTH E. NORTHSIDF., DRIVF.. & COIA SPRINGS ROAD ROI�NDABOIJT STAI�IDAAD C�NSTRUCT[ON SF'ECIFiCATION DOCUiv[ENTS 10I584 Re�ised March 9, 2Q20 00 73 00 SUYYLLML:NTARY CONDITIONS Page 3 of 6 Statutory limits Empfoyer's liabil�ty $140,000 each accident/occurrence $104,000 Disease - each employee $500,000 Disease - policy Iimit SC-5.04B., "Contractor's Insurance" 5.04B. Commercial General Liability, under Paragraph GC-5.04B. Contractor's Liability Insurance under Paragraph GC-5.44B., which shall be on a per project basis covering the Contractor with minimum limits of; $1,000,000 each occurrence $2,000,000 aggregate limit The policy m�st have an endorsement (Amendment — Aggegate Limits of Insurance) rnaking the General Aggregate Limits apply separately to each job site. The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. Verifcation of such coverage must be shown in the Remarks Article of the Certi�cate of Insurance. SC S.OqC., "Contractor's Insurance" 5.04C. Automobile Liability, under Paragraph GG5.04C. Contractor's Liability Insurance under Paragraph GC-5.04C., which shall be in an amount not less than the following amounts: (1) Automobile Ligbility - a commercial business policy shall �rovide coverage on "Any Auto", defined as autos owned, hired and non-awned. $1,000,044 each accident on a combined single limit basis. 5plit limits are acceptable if limits are at least: $250,000 Bodily Injury per person / $500,000 Bodily Injury per accident / $100,000 Property Damage SG5.04D., "Contractor's Insarance" The Contractor's construction activities wi11 require its employees, agents, subcontractors, equipment, and material deli�eries to cross railroad properties and tracks: None The Contractor shall conduct its operatians on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in t1►e use or operation of its/their trains or other properry. Such operations on railroad properties may require that Contractar to execute a"Aight of Entry Agreement" with the particular railroad company ar companies involved, and to this end the Contractor should satisfy itseif as to the requirements of each railroad company and be prepared to execute the right-of entry (if any} required by a raiiroad company. The requirements specified herein likewise relate to the Contractor's use of private and/or construction access roads crossing said railroad company's proparEies. The Gontractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide covarage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor's operations and work cross, occupy, or touch railroad property: {l ) General Aggregate: N/A CITY OF FOR"1' WORTH E. NORTHSIDE DRIVE & CQLD SPRINGS ROAD ROj.JNDABOUT S'1'ANDARD CONSTRUCTION SPECIFICATION DOCUML-'.N'1'S 141584 Revised Mazch 9, 2020 UO 73 OD SUPPLEMFNTnRY CONDTTIOt�1S Page 4 of 6 (2) Each Occurrence; N/A Required for this Cantract X Not required for ihis Contract With respect to the above outlined insurance requirements, the following shall govern; I. Where a single railroad company is invol�ed, the Contractor shall provide one insurance palicy in the name of the railroad eompany. However, if more than one grade separation or at-grade crossing is affected by the Project at entirely separate locations on the line ar lines of the same railroad company, separate coverage may be requirad, each in the amount stated abave. 2. Where more than one railroad company is operating on the same r�ght-of-way or where s�veral railroad companies are involved and operated on their own separate rights-of-way, the Contractar may be required to pro�ide separate insurance policies in the name of each railroad company. 3. If, in addiiion to a grade separation or an at-grade crossing, other wark or activity is propased on a railroad company's right-of-way at a loeation entirely separate from the grade separation or at- grade crossing, insurance coverage for this work rnust be included in the policy covering the grade separation. 4. If no grade separation is involved but other work is propased on a railraad campany's righ#-of- way, alI such other wark may be covered in a single policy for that railroad, even though the work may be at two or mare separate tocatians. Na wark or acti�ities on a railroad company's property to be performed by t3�e Con#ractor shal] be commenced until the Cantractor has furnished the City with an ariginal policy or polrcies of the insurance for each railroad company named, as required abave. All such insurance must be approved by the City and each affected RaiEroad Company prior to the Contractor's beginning wark. The insurance speci6ed above must be carried until all Work to be perforrr�ed on the railroad right-of-way has been compieted and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, tagether with any tenant or lessee af the raifroad company operating o�er tracks involved in the Project. SC-6.04., "Project Schedule" Project scheciule shall be tier 3 for the project. SC-6.U7., "Wage Rates" The following is the prevailing wage rate table{s) applicable to this project and is provided in the Appendixes: CFW Horizantal Wage Rate Table - 2013 Prevailing Wage Rates (Hea�y Highway Construction Projects) A copy of the table is also available by accessing the City's website at: http �:ll apps.fo rtworthtexas.�ov/P ro i ectRes ou rces/ You can access the file by following the directory path: 02-Construc�ian Documen�s/SpecificationslDi�00 — General Condiiions SC-6.49., "Permits and Utilities" CITY OF FORT WDRTH Li. NOR'1'IISIDL' D1tCVli & COLll SYKINGS kOAll ROUNDABOU'1' STANDARD CONSTRUCT[ON SPECiFiCATION DOCi)MF.NTS 101584 Re�isec� March 9, 2Q20 00 73 00 SUYPL�MGNTARY CONDITIONS Page 5 of6 SC-6.09A., "Contracior obtained permits and licenses" The follow�ng are known permits and/or licenses requirec� by the Contract to be acquired by the Contractor: 1. City of Fort Worth Street Use Permit SC-6.098. "City obtained permits and licenses" The following are known permits and/or Gcenses required by the Contract to 6e acquired by the City: 2. None SC-G.U9C. "Outstanding permits and licenses" The follawing is a list of known outstanding permits and/or licenses to be acquired, if any as of July 3D, 2020: Outstanding Perm�ts andlor Licenses to Be Acquired OWNEIZ PERMIT OR L[CENSE AND 1,OCATION None SC-6.24B., �°Omitted" SC-7.02., "Coord�nation" TARGET DATE OF POSSESSION The indivic�uals or entities listed below have contracts with the City for the performance of other work at the Site: Vendor Sco e of Work Coordination Authorit Nane SC-8.01, "Communicat'rons to Contractor" None SC-9.OI., "City's Project Manager" The City's Praject Manager for this Contract is Shweta Rao or his/Yier successor pursuant to written notification from the �irector of Transportation and Public Works SC-11.02., "Allowances" Construction Allowance Construction Allowance shall consist of misceilaneous constr�ction and other non-subsidiary items requested for constructian by the City of Fort Worth and the Project Engineer. Payment for allowance work shall be made by lump sum price agreed on in writing by the Engineer and the Contractor and approved by the City of Fort Worth before said work is commenced, subject to all other conditions of the contract. The Contractor will only charge the fraction af the allowance that yields the agreed upon price which wifl be considered payment in futl for all labor, materials, tools equipment and incidentals and all superintendents' and timekeepers' services, all insurance, bond and all other overhead expense incurred in the performance of the extra work. Any remaining money left in this allowance budget at the conclusion oFthe project w�ll be kept by the City of Fort Worth. SC-13.03C., "Tests and Inspections" CITY OF FORT WORTH E. NORTHSIDE DRIVE & COLD SPRINGS ROAD ROUNDAf30UT STANDARD CONS'fRUCfIOt�! SPECIFICATION QOGUMENTS 101584 Revised March 9, 2020 00 73 00 SUPPLEMENTARY COI�lDI'1'I03VS Page 6 of G None SC-Ib.O1C.1, "Methods and Procedures" N one END OF SECTION Re�ision Log QATE NAME SUMMARY OF CHANGE 9/22/2016 F. Griffin SC-9.01., "City's Project Representati�e" wording changed to City's Praject Manager. 3/9/2020 D.V. Magana 5C-6.07, Updated the link such that files can be accessed via the City's website. CITY OF FORT WORTH L•'. NOR'1'HS[DE DRIVF.. & COLD ST'R1NG5 AOAD AOU1�iDABOUT STANl7ARD COI�3TR[1CTiON SPF.CIFICATION bQC�JMENTS 101584 Revised March 9, 2020 aiiiao-i SUMMARY OF WDRK Page 1 of 3 SECTION 01 11 00 SUMMARY OF WORK PART1- GENERAL L1 SUMMARY A. Section Includes: 1. Sumrnary of Work ta be performed in accordance with tlae Contract Documents B. Deviations &om 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. Div�sion 1- General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payrnent 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 REFERENCES [NOT USED] 1.�4 ADMINISTRATIVE REQUIREMENTS A. Worlc Coverred by Contract Documents 1. Work is to include furnishing a�l labor, materials, and equipment, and performing aIl Work necessary for ihis construction project as detailed in the Drawings and Specificatians. B. Subsidiary Wark Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drav�+ings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical uni� bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in thc Proposal for varivus bid items. C. Use of Premises 1. Coordinate uses af premises under direction of the City. 2. Assume fu11 responsibility for protection and safekeeping of materials and equipment stored on the Site. 3. Use and occupy only portions �f the public streets and allays, or other pubtic plac�s or other rights-of-way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized �n writing by the City. a. A reasonable araount of tools, materials, and equipznen.t for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. CITY OP PORT WORTH E. NORTHSIDL; D1tIVL-' & COLD SPRINGS ROAD Rp[JNDABOUT STANDARD CONSTRUCTION SPECIFICATIQN DOCUMENTS 101584 [tevised December 20, 2012 o� i� oo-z SUMMARY OF WORK Page 2 oF 3 b. Excavated and waste materials sha11 be stored in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed and so as not to inconvenience accupants of adjacent praperty. c. If the street is oecupied by railroad tracks, the Work shail be carried on in such manner as nat to interfere with the operation of the railroad. 1} All Work shall be in accardance wi�h railroad requirements set forth in Division Q as well as the railroad permit. D. Work within Easements 1. Do not enter upon private property for any purpose without having previously obtained permission frorn the owner of such property. 2. Do not store equipz�aent or material on private prope�ty unless and until the speciiied appravaI of the property owner has been secured in writing by the Contractor and a copy furnished to the City. 3. Unless specifically provided otherwise, clear aIl rights-of-way or easemcnts af obstructions which must be removed to make possible proper prosecution of the Work as a part of the project construction operations. 4, Preserve and use every precaution to prevent damage ta, all trees, shrubbery, plants, iawns, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas lines, to all conduits, nverhead pole lines, or appurtenances thereof, including the construction af temporary fences and to all other publie or private property adjacent to the Work. 5. Notify the praper representativcs of the owners or occupants of the pubIic or private lands of interest in lands which might be affected by the Work. a. Such notice shall be made at least 48 hours in ad�vance af the beginning of the Work. b. Notices shall be applicable to both public and private utility companies and any corporation, company, individual, ar other, either as owners or occupants, whase land or interesi in land might be affected by the Work. c. Be responsiblc for all damage ar injury to property of any character resulting from any act, omissian, neglect, or misconduct �n the manner or method or execution af the Work, or at any time due ta defective work, material, or equipment. 6. Fence a. Restorc a11 fenccs encauntered and removed during construction of the Projeck to the original or a better than original condition. b. Erect �emparary fencing in place of the fencing removed whenever the Work is not in progress and when the site is vacated overnight, and/or at all times to provide site security. c. The cost for all fence work within easements, including removal, temparary closures and replacement, shall be subsidiary to the various items bid in the project proposal, unless a bid item is speci�cally provided in the proposal. CITY OF FQRT WORTH E. NORTHSIDE DR[VE & CGLD SPRINGS ROAD RpUNDABOUT STANDARD CpNSTRUCTION SPECIFICATIQN nOCUM�N'I'S 101584 Iteviscd C]cccmber 20, 2012 O1 1100-3 SUMMARY OF WORK Page 3 uf 3 1.5 SUBMITTAL� [NOT USED� 1.6 ACTION SUBMITTALSIINFORMATIONAL SUSMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS (NOT USED] 1.8 MAINTENANCE MATERIAL SUBMYTTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING �NOT USED] �.11 FIELD [SITE� CONDITIONS �NOT USED] L12 WARRANTY �N�T USED] PART � - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revisian Log DATE NAME SUMMARY OF CHANGE CITY OP ['ORT WORTH E. NORTHSIDE DRlVE & COLD SPRINGS ROAD ROUNDADOUT STANDAaD CONSTRUCTIdN SP�CIF2CATION DOCUMENTS 101554 Revised December 2Q 2012 O 1 25 OU - 1 5UB5T1TUTION PRQCEDURF.S Page 1 of 4 SECTION 0125 DO SUBSTITUTI�N PROCEDURES PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. The procedure for requesting the approval of substitution of a product that is not equivalent ta a praduct which is specified by descriptive or performance criteria or defined by reference to 1 or more of the fallowing: a. Name of manufacturer b. Name of vendor c. Trade name d. Catalog numbcr 2. Substitutions are nat "or-equals". B. Deviations from this City of Fort Warth Standard Specificatian 1. Nane. C. Related Specification Sections include, but are not necessarily �imited to: 1. Division Q— Biddi�ag Requirements, Contract Forms and Conditions of the Cotat�'aet 2. Division 1— General Requirements 1.� PRICE AND PAYMENT PRQCEDURES A. Measurement and Payment 1. Work associated witI� this I�em is considered subsidiary to the various iterns bid. No separatc payment wiIl be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUtREMENTS A. Request for 5ubstitution - Ge�eral 1. Within 30 days after award of Contract (uniess noted otherwise), thc City wiIl consider forma� requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds af material are described in Specifications by means of references to names of manufacturers and vendors, trade names, or cata�og numbers. a. When this method of speciiying is used, it is not intended to exc�ude fronn consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said praducts are "or�equals," as determined by City. 3. Other types of equipment and kinds af material may be acceptable substitutions under the follawing conditions: a. Or-equals are unavailahle due to strike, discontinued praduction af products meeting specified requirements, ar other factors beyond control of Contractor; or, CITY OP FORT WORTH L"•. NORTHSIDE DRIVE & COLD SP121NGS ROAD ROUi�lDAB�UT STAN��RD CONSTRUCTION SFECIFICATIOI�f D�CUMENTS 101584 Rcvised luly 1, 2011 oizsoo-z SUBSTI`FU'iION PROCGDURES Pagc 2 of 4 b. Contractor propases a cost and/or time reduction incentive ta the City. 1.5 SUSMITTALS A. 5ee Request for Substitution Form {attached} B. Procedure for Requesting Substitution 1. Substitutian shall be considered only: a. After award of Contract b. Under the conditions stated herein 2. Submit 3 copies of each written request far substitution, including: a. Documentation 1} Complete data substantiating compliance af proposed s�bstitution with Contract Documents 2) Data relating to changes in construction schedule, when a reduction is proposed 3) Data relating to changes in cost b. For products 1) Product identification a) Manufacturer's name b) TeIephone number and representative contact name c) Specification 5ection or Drawing reference of originally specified product, including discreYe name or tag number assigned to original product in the Contract Documents 2) Manufacturer's literature clearly marked to show com.pliance of proposed product with Contract Documents 3) Itemized comparison oioriginal and proposed produci adc�ress�ng product characteristics including, but not necessarily limited to: a) Sizc b) Composition or materials of construction c) Weight d) Electrical or mechanical requirements 4) Product experience a) Location of past projects utilizing praduct b) Name and telephone number of persons associated with referenced projects knowIedgeable concerning proposed product c) Available field data and reports associated with proposed product 5} Samples a) Provide at request of City. b) Sampies bccome the property of the City. c. For co�astruction methods: 1) Detailed description of proposed method 2) Illustration drawings C. Approval or Rejection 1. Written approval or rejection of substitution given by the City 2. City reserves the right to require proposed product to comply with color and pattern of specified product if necessary to secure design intent. 3. In the event the substitution is approved, the resulting cost and/ar time reduction will be documented by Change Order in accordance with the General Conditions, CITY OF PORT WORTH E. NORTFISIDG DRIVE & COLD SPRINGS ROAD ROUN�ABOUT STANDARD CONSTRUCTIpN SPECI['ICATION DOCUMENTS 101584 Revised July 1, 2011 012500-3 SUBSTITUTION PRQCEDUI2ES Page 3 of 4 4. No additional contract time will be given for substitution. 5. Substitution will be rejected if: a. Submittal is not through the Contractor with his stamp of approval b. Request is not made in accordance 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 perform adequa�ely the function consistent with the design intent 1.6 ACTI�N SUBMITTAL�/INFORMATIONAL SUBMITTALS �NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MA�NTENANCE MATERIAL SGBMITTALS �NOT USED] 1.9 QUALITY ASSURANCE A. In rnaking request for substitution or in using an approved product, the Contractor represents thati ihe Contractor: 1. Has investigated proposed product, and has determined that it is adequatc or superior in all respects to that specified, and that it will perform function for which i� is intended 2. Will pro�ide same guarantee for substitute item as for product speci�ed 3. Will coordinate installation of accepted substitution inta Work, to include building modifications if necessary, making such chat�ges as may be required for Work to be complete in all respects 4. Waives all claims for additional costs related to substitution which subsequently axise 1.10 DELIVERY, STORAGE, AND IIA.NDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 11� WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 � EXECUTION [NOT USED] END OF SECTION Revision Log DA"I'E NAME SUMMARY OF CHANGE CTI'Y QF FOAT WORTH E. NORTHSIBE T]RIVE & COLll SPRINGS ROnD ROj.JNDABOU'1' STANDARD CONSTRUCT[ON SPECIFICATIO[� DOCUMENTS 101584 Revised July 1, 2011 012500-4 3UB3TITUTION PROCEDURES Pagc 4 ot'4 EXHIBIT A REQUEST FOR SUBSTITUTIDN FURM: PROJECT: DATE: We hereby submit for your consideration the folZowing product instead of the specified item for the above project: SECTI�N PARAG1tAPH SPECIFIED ITEM Praposed Substitutian: Reason for Substitutian: Include camplete information an changes to Drawings and/or Specifications which propQsed s�abstitution will require for its prroper instalIatian. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building dcsign, incl�xding 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 guarantees of the proposed and specified itezns are: Equal Better (explain on attachment) The �ndersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signatu�'e as noted Recommended _ Recommended Firm Address Date Telephone For Use by City: Approved City Not recommended Received late By Date Remarks Date Rej ected CITY OF FORT WORTH E. NORTHSIDF.. DRIVF & COLD SPRI�+IGS RQAI] ROUNDABOUT STANDARB CQNSTAUCTION SPECIFICATT03�1 DOCUMEAITS 101584 Revised July I, 2011 013119-] PRECONSTRUCTTON IvIk;kTING Page 1 of 3 SECTIQN O1 31 19 PRECONSTRUCTION MEETING PART1- GENERAL 1.1 �UMMARY A. Section Includes: 1. Provisions for the preconstr�xctian meeting to be held prior to the start ofi''VVork to clarify canstructian cantract adminis�ration procedures B. Deviations from this City of Fart Worth Standard Specification 1. None. C. Relatec# Specification Sections include, but arc not necessarily limited to: 1. Divisian 0— Bidding Requirements, Contract Forms and Cond�tions of the Contract 2. Divisian 1— General Requirements 1.� PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Wo:rk associated with this Item is considered subsidiary to the various items bid. No separate payment will bc allowed for this Itetza. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Attend preconstruction meeting. 2, Representatives of Contractor, subcontractors and suppliers attending meekings shall be qualified and autharized to act on behalf of the entity each rcpresents. 3. Mceting administered by City may bc tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. B. Preconstructian Meeting T ra A preconstruction meeting wilI be held within 14 days after the execution of ihe Agreement and before Wark is started. a. The meeting wi11 be scheduled and administered by the City. The Project Rcpresentative will preside at the meeting, prcpare the notes o�'tIae meeting and distribute capies of same to all participants who so request by fully completing the attendance form to be circulated at the beginning of the m�eting. 3. Attendance shall include: a. Project Representati�e b. Contractor's proj ect manager c. Contractor's superinYendent d. Any subcontractor or supplier representatives whotn the Contractor xnay desire to invite ar the City may request CTTY OF FOEtT WdRTH E. AIORTHSiDR DRIVE & COLD SYRINGS AOA� ROUNDABOUT STANDARD CONSTRUCTIQN SP�CIPICATIOIV DOCUMSNTS i01584 Revised August l7, 2012 01 31 19 - 2 PRECONSTRUCTION MEETING Page 2 of 3 e. Other City representatives f. Others as appro�riate �. Canstruction Schedule a. Prepare baseline canstruction schedule in accardance with Sectian O1 32 16 and provide at Preconstruction Meeting. b. City will notify Contractor of any schedule changes upon Natice af Preconstructian Meeting. 5. Preliminary Agenda may include: a. Intraduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility cIearances, easements ar other pertinent permits d. Contractor's work plan and schedule e. Contract Time f. Notice to 1'roceed g. Canstruction Staking h. Progress Fayments i. Extra Work and Change Order Procedures x. Y- z. aa. bb. cc. dd. ec. ff. gg• hh. ii. JJ • j. FieId Orders k. Disposal Site Letter for Waste Material 1. InsUrance Renewals m. Payroll Certification n. Material Certifications and Q�ality Canirol Testing o. Public Safety and Convenience p. Documentation of Pre-Canstruetion Conditions q. Weekend Work Notification r. Legal Holidays s. Trcnch Safety Plans t. Confined �pace Entry 5tandards u. Coordination with the City's representative for aperations of existing vvatez- systems v. 5torm Water Pollution Prevention PIan w. Coordination wiih other Cantractors Early Warning System Contractor Evaluation Special Conditions applicable to the project Damages Claims Submittal Procedures SubsYitution Procedures Correspondence Routing Record Drawings Temporary construction facilities M/WBE or MBE/SBE procedures Final Acceptance Final Payment Questions or Comments CITY OF FQRT WORTH E. NORTHSIDE DRIVE & COLD SPRINGS ROAD ROUNllA130U7' STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101584 lievised August 17, 2412 Q1 31 19 - 3 PRECONSTRUCTION MEETING Page 3 of 3 l..�s SUBMITTALS �NOT USED] 1.6 ACTION SUBMITTALS/INFQRMATIONAL SUBMITTALS �NOT USED] Li CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED� 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STQRAGE, AND HANDLING [NOT USED� I.11 FIELD [SITE] CONDITIONS [N�T USED] 112 WARRANTY �NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [N�T USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OL' FdRT WORTH E. NORTIISl[�C; DR1V� & COLD SPRIN[i5 ROAD RO[JNDABC)[IT STANDARD COlVS'1'RUCTION SPECIFICATION DOCUM�NTS ]015R4 Reviscd August 17, 2012 o�a�2o-� PROJECT M��TINGS Page 1 oi3 SECTI�N O1 31 20 PR07ECT MEETINGS PART 1 - GENERAi. 1.1 SUMMARY A. Section Includes: 1. Provisions for project meetings throughout the constructian period to enable orderly review of the progress of the Work and to provide for systematic discussion �f potenrial probtems B. Deviations this City oiFort Worth Standard Specification 1. None. C. ReIated 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 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 for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Schedule, attend and administcr as specified, periodic progress meetings, and specially called meetings throughout progress of the Wark. 2. Representatives of Contractor, subcantractors and suppliers attending meetings shall be quali�ed and authorized to act on behalf of the entity each represents. 3. Meetings administered by City may be tape recorded. a. If recorded, tapes will be used to prepare nninutes and retained by City for future reference. 4. Meetings, in addition to those specified in this Section, may be held when reyuested by the City, Engineer or Contractor. B. Pre-Construction Neighborhood Meeting 1. After the execution of the Agreement, but before construction is altowed to begin, attend 1 Public Meeting with aifected residents to: a. Present projected schedule, including construction start date b. Answer any canstr�.iction related questions 2. Meeting Location a. Locatian of ineeting to be determined by the City. 3. Attendees CITY QF FORT WORTH E. NORTHSIDE DRI VE & COLD SPRINGS RpAD RpUNDABOUT STANDARD CONSTRUCTIOII SPECiFICATION DOCUMCI�lTS 101584 12evised July 1, 2011 013120-2 PROJEC'T MEETINGS Page 2 of 3 a. Contractor b. Praject R�presentative c. Other City representatives 4. Meeting Schedule a. In general, the neighborhood meeting wili occur within the 2 weeks following the pre-construction conference. b. In no case will construction be allowed to begin until tl�is meeting is held. C. Progress Meetings 1. Formal project coordination meetings will be held periodically. Meetings will be scheduled and administered by Project Representative. 2. Additianal 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 equipment c. Coordination between other constructian projects d. Resolution of construction issues e. Equipment appraval 3. The Projcct Representative will preside at progress meetings, prepare the notes of the meeting and distribute copies of the same to all participants who so request by fiully completing the attendance fartaa to be circulated at the beginning af each meeting. 4. Attendance shall incIude: a. Contractor's pgoject manager b. Contractor's superintendent c. Any subcantractar or supplier representatives whom the Contractor may desire to invite ar the City rr�ay request d. Engineer`s representatives e. City's representatives f. Others, as requestcd by the Pz'oject Representative 5. Preliminary Agenda may include: a. Re�iew of Wark progress since previous meeting b. Field observations, problems, coz�flicis c. Items which impede canstruction schedule d. Review of off site fabrication, delivery schedules e. Review of construction interfacing and sequetacing requirements with other construct�on con�racts £ Corrective measures and procedures to re�ain projccted schedule g. Revisions to construction schedule h. Frogress, schedule, duritag succeeding Work period i. Coordination of schedules j. Review submittal schedules k. Maintenance of quality standards 1. Pe�ding changes and substitutions m. Review proposed changes for: 1) Effect on construction schedule and on completion date 2) Effect on other cantracts of the Project n. Review Record Documents o. Review monthly pay request CfTY OF FORT WOnTH F. NORT1IS1llE DA[VE & COT.D SPRINGS I20Ab KOUHDA80UT STAI��ARD CONSTRUC7'ION SP�CIFICATION DOCi9MkiNTS �p�$S4 Revised 3uly 1, 201 l 013120-3 PROdGCT MGETINGS Page 3 of 3 p. Review status of Requests for Information 6. Meeting Schedule a. Progress meetings will be held periodically as deterrnined by the Project Representative. 1) Additional meetings may be held at the request of �he: a) City b) Engineer c) Contractor 7. Meeting Lacation a. The City will establish a meeting location. 1) To the extent practicable, meetings vvill be held at the Site. 2.5 SUSMITTALS (NOT USED) 1.6 ACTION SUBMITTALS/INFaRMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTAL,� [NOT USED] 19 QUALITY ASSURANCE [NOT USED] L10 DELIVERY, STORAGE, AND HANDLING [NOT USED] l.11 FIELD jSITE] CONDITIONS [NOT USED] 1.12 WARRA.NTY [NOT USED) PART 2 - PRODUCTS [NOT USED] PART 3 � EXECUTION [NOT USED] END OF SECTION Revision Log DAT� NAME SUMMARY OF CHANGE CITY OF PORT WORTH E, NORTHSIDE DRIVE & CpLD SPRINGS ROAD ROIfNDABOUT STANDARb CONSTRUCTION SPECIFICATION DOCUM�NTS ]01584 Revised July 1, 2011 O1 32 33 - I PA�CONSTRUCTION VIDEO Page 1 of 2 SECTION 013� 33 PRECONSTRUCTION VIDEO PART1- GENERAL 11 SUMMARY A. Section Includes: 1. Administrative and pracedural requirements for: a. Preconstruction Videos B. Deviations fram ti�is City of Fart Worth Standard Specificaiion 1. None. C. Related Specification Sections inc�ude, but are not nccessarily limited to: 1. Division 0— Bidding Requiremcnts, Con�ract Forms and Conditions of the Contract 2. Division 1— General Requireznents 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payzx�.ent 1. Work associated wiih this Item is considered subsidiary to the various items bid. No separate payrnent will be allowcd for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Preconstruction Vidco 1. Produce a preconstruction vidco oithe site/alignment, including all areas in the vicinity of and to be affected by canstruction. a. Provide di�ital copy of vidco upan request by the City. 2. Retain a copy of the preconstructian video unt�l the end of thc maintenance surety period. 1.5 SUBMITTALS [NOT USED] �.6 ACTION SUBMITTALS/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 DELIVERY, STORAGE, AND HANDLING [NOT U�ED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 11� WARRANTY [NOT U�ED] PART 2 - PRODUCTS [NOT USED] CITY ON EORT WORTH E. NORTHSIDE DRIVL & COLD SYRINGS ROAD ROUNDABOUT STANDARD COAISTRUCTTOrI 5PI:CINICATION �OCUMENTS I01584 Reviscd July l, 2�l 1 013233-2 PAECONSTRUCTION VIpEp Page 2 of 2 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAM� SUMMARY OF CHANGE GITY OF FORT WOATH E. NDRTHSIDF QRiVE 8c COLD SPRINGS ROAD RDUNDABOUT STANDARD CONSTRUC7'ION SPECIFICATION DOCUM�NTS 101584 Revised July 1, 2011 013300-1 SUBMI'['TALS Page 1 of 8 SECTION 0133 00 SUBMITTALS PARTi- GENERAL 1.1 SUMMARY A. Section Includes: 1. General methods and requirements of submissioias applicable to the following Work-related submittals: a. Shop Drawings b. Product Data (including Standard Product List submittals) c. Sarnples d. Mock Ups B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Speci�cation �ecYions include, but are not necessarily limiied to: 1. Division 0— giading Requirements, Contract �'orms and Canditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMEI�TT PR�CEDURES A. Measurement and Payment 1. Work associated with this ltem is considered subsidiary to the vario�s items bid. No separate payment will be allowad for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordinatian l. No#ify the City in writing, at the time of submittal, af any deviations in fihe submittals from the requirements of the Contract Documents. 2. Coordination of Submittal Times a. Prepare, prioritize and transmit eacla subinittal sufficiently in advance of performing the related Wark or ather applicable activities, or within the time specified in the individual Work Sections, of the Specifications. b. Contractar is responsible s�ach that the installation wi11 nat be delayed by processing times including, but not limited to: a) Disapproval and resubmittal (if required) b} Coordination with other submittals c) Testing d} Purchasing e) Fabrication � Delivery g) �imi�ar sequenced activities c. No extensian of time will be authorized because of th�e Contractor's failure to transmit submittals sufficiently i� ad�ance af the Work. CITY OP I�ORT WORTH F. NORTHSID� DRIVE & COLD SPAINGS ROAD R(7UNDABOUT STAND�D CONS1'ItUC"1'ION SPECIFICATION D[)CUMENTS 1p]584 Revised Decembcr 20, 2012 01 33 00 - 2 SUBMITTALS Page 2 of 8 d. Make submittals prompily in accordance with approvec! schedule, and in such sequence as to cause no delay in fihe Work oc in the work of any other contractor. B. Suhmittal Numbering 1. When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers �1-99 to sequentially number each initial separate item or drawing subt�nitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A-2nd submissior�, B=3rd submission, C=4th submission, etc.). A typica� submittal number would be as foilows: 03 30 00-08-B 1) p3 30 00 is the Specification Section for Concrete 2} 08 is the eighth initial subcnittal under this Speci�cation Section 3} B is the third submission (second resubmission) of that particalar shop drawing G Contractor Certification l. Review shop drawings, product data and samples, including those by subcontractors, prior to snbmission to determine and verify the fo(lowing: a. Field measurements b. Field construction criteria a Catalog numbers and similar data d. Conformance with the Contract Documents 2. Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Compan� name b. Signaiure ofsubmittal reviewer c. Certification Sfiatement 1) `By this submittal, I hereby represent that I have determined and verified field measurements, field construction criteria, rr�aterials, dimensio�s, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings." D. 5ubmittal Format 1. FoId shop drawings larger than 8%2 inches x 11 inches to 8'/z inches x 11 inches. 2. Bind shop drawin�s and product c�ata sheets together. 3. Order a. Cover Sheet 1) Description of Packet 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 previous submissions CITY OF FORT WORTH E, �1QRTHSIDE DRIVE & COLD SPRINGS RQAD ROUNDABOUT STANDARD CQNS'1'RUCTION SPECIFICATION DOGUIv1EIVTS 101584 Revised December 20, 2012 D13300-3 SUBMITT�II,S Page 3 of S F 2. The Project title and nunnber 3. Contractor identification 4. The names o£ a. Contractor b. Supplier c. Manufacturer 5. Identification of the product, with the Specifcation Section number, page and paragraph(s) 6. Field dimensians, c�early iden�ified as such 7. Relation to adjacent or critical features af the Work or materials S. Applicable standa�ds, such as ASTM or Federal Specifica�ion numbers 9, ldentification by hi�hli�hting oide�iations from Contract Dacuments 10. Identification by highlighting of revisions on resubmittals l 1. An S-inch x 3-inch blank space for Contractar and City stamps Shop Drawings 1. As specified in individual Work Sections includes, but is not necessarily limited to: a. Custom-prepared data such as fabr�cation and erection/installation (working} drawings b. Scheduled information c. Setting diagrams d. Actual shopwork manufacturing instructions e. Custam tempJates f. Special wiring diagrams g. Caordination drawings h. Individual system or equEpment inspeciian and test reports including: 1) Performance curves and certifications i. As applicable to the Work 2. Details a. Reiation of th� various parts to the main members and lines of the structure b. Where correct fabrication of the Work depends upon field measurements 1} Provide such measurements and note on ihe drawings prior to submitting for approval. G. Product Data 1. For submittals of praduct data for products included on the City's Standard Product List, clearly identify each item selected for use on the Project. 2. For submittals of product data for products not included on the City's Standard Product List, submittal data may include, but is not necessarily Iimited to: a. Siandard prepared data for manufactured products (sometimes referred ta as catalog data) 1} Such as the manufacturer's product specificatian and instalIation fnstructions 2} A�ailability of colors and patterns 3} Manufacturer's printed statements of compliances and applicability 4} Roughing-in diagrams ar�d �ennplates S} Catalog cuts 6) Product photographs CITY OF FORT WQKTH G. NORTHSIDE D[2iVE & COL� SYft[NGS ROAD ROUNBABptJT STANDAR� CdNSTRUC'I'ION SYI;CIF[CAT[QN DQCUiv(ENTS 101584 Re�ised Decembar 20, 2012 013300-4 SUBMITTALS Page 4 of 8 7) Standaxd wiring diagrams 8) Printed performance curves and operational-range diagrams 9} Production or yuality coniro� inspection and test reports and ceriifications 10) Mill repor�s 11) Product operating and main�enance instructions and recommended spare-parts Listin� and printed product warranties 12) As applicable to the Work H. Samples As spec�fied in indi�idual Sections, include, but are not necessarily limited to: a. Physical examples of the Work such as: 1} Sections of manufactured or fabricated Work 2) Small cuts or containers of materials 3) Complete units of repetitively used products color/texture/pattern swatches and range sets 4) Specimens for coordinaiion of visual affect 5) Graphic symbals and units of Work to be used by the City for independent inspection and testing, as applicable to the Work I. Do no# start Work requiring a shop drawing, sample or praciuct data nor any material to be fabricated or installed prior to the approval or qualified approval of such item. 1. Fabricatian performed, materials purchased or on-site construction accomplished which does not conform to approved shop drawings and data is at the Contractar's risk. 2. The City wiil not be liable for any expense or delay due to corrections or remedies required to accomplish conformity. 3. Complete project Work, materials, fabrication, and installations in conformance with approved shop drawings, applicable samples, and product data. J. Submittal Distribution Electronic Distrib�ation a. Confirm development of Project directory for electronic submittals to be uploaded to City's BUzzsaw site, or another external FTP site approved by the City. b. Shop Drawings 1} Upload submittal to designated project directory and nofiify appropriate City representatives via email of submittal posting. 2) Hard Copies a} 3 copies for all submittals b) If Contractor requires more than 1 hard copy of Shop Drawings returnec�, Contractor sha�l submit more than the number of copies listed above. c. Product Data 1) Upload su�mittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals d. Samples 1} Distributed to the Project Representative 2. Hard Copy Distribution (if required in lieu of etectronic distribution} CITY OF FQRT WORTH E. NDRTHSIBE DRI VE & COLD SPRINGS ROAD ROUNDABOUT STANDAKll CONSTRUCTION SPECIFICAT[ON DOCUMENTS 10I584 Revised Decemher 20, 2012 013300-5 SUBMITTALS Page 5 of S a. Shop Drawings 1) Distributed to the City 2} Copies a) S copies for mechanical submittals b) 7 copies far all ather submittals c) If Contractor requires more than 3 copies af Shop Drawings returned, Contractor shall submit more than� the number of copies listed abo�e. b. Product Data l) Distributed to the City 2} Copies aj 4 copies 5amples 1) Distributed to the Project Representati�e 2} Copies a) Submit the number stated in the respective Specification Sections. Distribute reproductions of approved shop drawings and copies af appraved product data and samples, where req�ired, to the job site �le a�id elsewhere as directed by the City. a. Pro�ide number of copies as directed by the City but not exceeding the number previousIy specified. K. Submittal Review 1. Th� review of shop deawings, data and samples will be for general canformance with the design conce�t and Contract Documents. This is not to be construed as: a. Parmitting any departure from the Contract requirements b. Relieving the Contrac�or of responsibility far any etrors, including details, dimensions, and maYerials c. Approving departures from details furnished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City daes not relieve the Contractor from his/her responsibility with regard ta the fulfillment of the terms of the Contract. a. All risks of error and omission are assumed by the Contractor, and the City will have no responsibility therefore. 3. The Contractor remains responsible for details and accuracy, far coordinating the Work with all other associated work and trades, for selecting fabrication processes, for techniques of assembly and far performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted descri6e variations and show a departure fram the Contract requirements which City finds to b� in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance, the City may return th� reviewed drawings without noting an exception. 5. Submittals will be returned to the Contractor under 1 of the following codes: a. Cade 1 1} "NO EXCEPTIONS TAKEN" is assigned when there are no notatior�s or comment� on the submittal. a) When returned under ihis code the Contractor may release the equipment andlor material for manufacture. b. Cade 2 CITY OP POR'1' WORTH E. NORTHSiDE DRIVF. & COI,D SPRINGS ROA� ROUNDA[30UT STANDARD CONSTRUCTION SYLCIFICATION DOCUMENTS 101584 Revised December 20, 2612 013300-6 SUBIvE1TTALS Page 6 of 8 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and camments IS NOT requirecf by the Contractor. a) The Contractor may release the equipment or material for rrianufacture, however, all notations and comments must be incorporated into the final product. Code 3 1) "�XCEPTIONS NOTED/RESUBMIT". This co�nbination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b} This resubmittal is to address all commenfis, omissions and non-conforming items that were nated. c) Resubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. d. Code 4 1) "NOT AFPROVED" is assigned when the submittal does not meet #he intent of the Contract Documents. a) The Contractor must resubmit the entire �ackage revised to bring the submittal into conformance. b) I.t may be necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents. 6. Resubmittals a. Handled in the same manner as first submittals l) Corrections other than requested by the City 2) Marked with revision triangle or other similar method a) At Contractor's risk if not marked b. Submittals for each item will 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 Contractor's expense, 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 deIay in obtaining City's review of submittals, wi11 not eniitle the Contractor to an extension of Contract Time. 7. Partial Submittais a. City reserves the right 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" until resubmitted. c. The City may at its option provide a Iist or mark the submittal directing the Contractor to the areas that are incomplete. 8. If the Contractor considers any correction indicated on the shap drawings to constitute a change to the Contract Documents, then written notice must be provided thereof to the City at least 7 CaIendar Days prior to release for manufacture, CITY OF FORT WORTH E. NOT�THSIDE DRIVE & COLD SPRINGS ROAb RQU�]DABOUT STANDARD CONSTRUCTiOtd SPECIFICATfOM DOCUMENTS 101584 Revised December 20, 2012 013300-7 SUBMIT'TALS Page 7 of S 9. When the shop drawings have been completed to the satisfaction of the City, the Contractor may carry aut the construction in accordance therewith and no f�arther changes therein except upon written instruc�ions fram the City. l 0. Each submittal, appropriately coded, will be returnec� within 30 Calendar Days following receipt of submittal by the City. L. Mock ups l. Mock Up units as specified in indi�idual Sections, include, but are not necessarily Iimited ta, comp(ete units of the standard of acceptance for that type of Work io be used on the Praject. Remove at the comple�ion of the Work or when directed. M, Quaiifications 1. If specifically required in other Sections of these �pecifications, submit a P.E. Certification far each item required. N. Request for lr�farmation (RFI) 1. Contractor Request for additional information a. Clari�cation ar interpretation of the contract documents b. When the Contractar believes there is a canfiict bettiveen Contract Documents c. When the Contractar believes there is a canflict be�ween the Drawings and Specifications 1) Ideniify the con�lict and request clarification 2. Use the Request for Information (RFI) form provided by the City. 3. Numbering of RFI a. Prefix with "RFI" followed by series number, "-xxx", beginning with "OI" and increasing sequentially with each additionai t�ansmittal. 4. Sufficient information shall be attached to permit a written response without fux'ther information. 5. The City will log each request and will review tha request. a. lf review of the project information request indicates that a change to the Contract Documents is rec�uired, the City will issue a Field Order or Change Order, as apprapriate. 1.� SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFQRMATIQNAL SUBMITTALS [NOT USED] 1.i CLOSEOiJT SUBMITTALS [NOT USED] 1.� MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALiTY ASSURANCE [NOT USED] L10 DELIVERY, STORAGE, AND HANDLING �NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] CITY OP FO�i'P WORTH F... NQRTHSIDE DR1V£ & COLb SPAWGS ROAD ROIlNBABOIJT STA�]D11RD CONSTRUC7'lON SPECIFICAT[ON DOCUMENTS l 0I584 Revised llecember 20, 2012 013340-8 SUBMITTALS Page 8 of 8 PART 2 - PRODUCTS [NOT U�ED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. .Tohnson 1.4.K.8. Working Days modified ta Calendar Days CIT'Y Ol' rORT WORTH E. NORTHSIDE DRIVE & COLD SPRINGS ROAD ROUNDASOUT STANDARD CONSTRUCTION SPECIFICA'�'IOt�i DOCUMGNTS 101584 Revised Decem6er 20, 2012 Q13513-1 SPECIAL YAO]ECT PROCF,DURES Pagc 1 of 8 2 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 7 8 9 10 11 12 13 l4 15 16 17 18 19 20 SECT�ON O1 3513 SPECIAL PR07ECT PROCEDURES l. The procedures far special project circumstances that includes, but is not limited to: a. Caordination vvith the Texas Department of Transportatiota. b. Work near High Valtage Lines c. Confined Space Entry Program d. Air Pollution Watch Days e. Use of Explosives, Drop Weight, Etc. f. Water DepartmentNotification g. Public Notification Prior to Beginning Construction �. Coordination with United �tates Army Corps of Engineers i. Coordination within Railroad permits areas j. Dust Controf k. Employee Parking B. De�iations from ihis City of Fort Worth Standard Specification 1. None. 21 C. Related Specification Sections include, but are not necessarily limited to: 22 1. Division 0—�idding Requirements, Contract Forms and Conditions of the Contract 23 2. Division 1— General Requiremenis 24 3. Section 33 ] 2 25 — Connection to Existing Water Mains 25 1.2 PRICE AND PAYMENT PRQCEDURES 26 27 2$ 29 30 31 32 33 34 35 36 37 38 39 40 41 42 A. Measurement and Payment 1. Coordination within Railroad permit areas a. Measurement 1} Measurement for this Item will be by iump sum. b. Payrnent 1} The work performed and �naterials iurnished in accordance with this Item witl be paid %r at the lump sum price bid for Railroad Coordination. c. The price bid shall incIude: 1 } MobiIization 2) Inspection 3) Safety training 4) Additionallnsurance 5) Insurance Certificates 6) Other requirements assaciated with general coordination with Railroad, including additional employees required to protect the right-of-way and property of the Railroad from damage arising out of and/or from the construction of the Project. C[TY OF FORT WOR'1'H E. NORTHSIDL: bKIVE & COLD SPRINGS ROAD ROUNDABOUT STANDARD CdNSTRUCTION SPECIl�tCA'I'ION DfxUMENTS 101584 Rcvised December 20, 20[2 Ol 35 i3 -2 SYLCIAL PROJLCT PROCEDURF..S Page 2 of & 1 2 3 4 5 6 7 8 9 10 11 12 13 14 2 3. Railroad Flagmen a. Measurement 1) Measurement for this Item will be per working day. b. Pay�nent 1) The work performed and materials furnished in accordanc� with this Item will be paid for each working day that Railroad Flagmen are present at the Site. c. The price bid shalI incluc�e: �) Coordination far schecfuling fla�men 2) Flagmen 3) Other requiremenfis associated with Rai Iroad All other items a. Work associated with these Items is considered subsidiary to the varinus Items bid. No separate payment will be allowed for this ltem. 15 1.3 REFERENCES 16 A. Ref�rence Standards 17 18 19 20 21 22 23 1 2 3. Reference standards cited in this Speci�cation refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752, High Voltage Overhead Lines. North Central Texas Council of Governments (NCTCOG) — Clean Construction Specification 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. Coordination with the Texas Departrnent of Transportation 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 �3 44 45 1. When work in the right-of-way which is under the jurisdiction ofthe Texas Department of Transportation (TxDOT}: a. Notify tl�e Texas Department of Transportation prior to commencing any work therein in accordance with the provisions of the permit b. All wark performed in the TxDOT right-of-way shall be performed in compliance with and subject to approval from the Texas Department of Transportation B. Work near High Voltage Lines 1. Regulatory Requirements a. All Work near High Voltage Lines (more than 600 volts rrteasured between conductors or between a conductor and the ground} shall be in accordance with Health and Safeiy Code, Title 9, Subtitle A, Chapter 752. 2. Warning sign a. Provide sign of sufficient size meeting all OSHA requirements. 3. Equipment operating within 10 feet of high voltage lines will r�quire tHe foilowing safety features a. Insulating cage-type of guard about the boom or arm b. Insulator links on the lift hook connections for back hves or dippers c. Equipment must meet the safety reyuiretnents as set forth by OSHA and the safety requirements of the owner of the high voltage lines CITY OF FORT WORTfI E. NOi2THSIDE DR[VE & COLD SFRII�G5 ROAD ROIJNDA80UT STANfaARD GQNSTRUCTIQN SPGCIFICATION DOCUMENTS 101584 Revised Deccmber 20, 2012 0135i3-3 SP�CIAL PAOJECT PRCxEDUTtES Y age 3 oP S 1 2 3 4 5 6 7 S 9 10 11 12 13 ]4 ]5 16 ]7 18 19 20 2l 22 23 24 25 26 27 28 29 3fl 3I 32 33 34 35 3b 37 38 39 40 41 42 43 44 45 46 4. Work within 6 feet of high voltage electric lines a. Notificatio� shall be given ta: 1) The power company (example: ONCOR) a) Maintain an accurate log of all such calls to power company and record action taken in each case. b. Coordination with power company 1) After natification coardinate with the por�ver company to: a} Erect temporary mechanical barriers, de-energize the lines, or raise or lower the lines c. No persannel may work within 6 feei of a high �oltage line before the above requirements ha�e been met. C. Confined Space Entry Program 1. Provide and follow approved Confined Space Entry Program in accordance with OSHA requirements. 2. Confined �paces include: a. Manhales b. All other confined spaces in accordance with OSHA's Permit Required for Confined Spaces D. Air Pollution Watch Days 1. Genera] a. Observe the fol�owing guidelines relatin� to working on City constructian sites on days designatcd as "AIR POLLUTION WATCH DAYS". b. Typical Ozone Season 1) May 1 through October 3]. c. Critical Emission Tizne 1) 6:00 a.m. to lO:Qa a.m. 2. Watch Days a. The Texas Commissian or� Environmental Quality {TCEQ}, in coordination with the National Weather Service, will issue the Air PoIlution Watch by 3:00 p.m. on tHe afternoon prior to the WATCH day. b. Requirements 1) Begin work after 10:00 a.m. whenever construction phasing requires the use af motorized eyuipment for periods in excess of 1 hour. 2) However, the Contractor may begin work prior to 10:00 a.m. if: a) Use of motorized ec�uipment is less than 1 hot�r, or b} lf equipment is new and certi�ed by EPA as "Low Emitting", ar eyuipment burns Ultra Law Sulfur Diesel (ULSD), diesel emulsions, or alternative fuals such as CNG. E. TCEQ Air Permit 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. F. Use of Expiosives, Drop Wei�ht, Etc. 1. When Caniract Documents permit on the project the following wi1l apply: a. Public Notification 1) Submit notice to City and proof af adequate insurance coverage, 24 hours prior to commencing, 2) Minimum 24 hour public notif�cation in accordance with Sectian 01 31 13 CITY Ol� FdAT WQRTH E. NORTHSIDE DRIVL & COLDSPREN(iS ROAD RpLJi�IDABQUT STANDARD CONSTRUCTIaN SYECIFICATION DQCUMET�FTS 10I584 Revised Deocmher 20, 2012 O1 35 13 - 4 SPECiAL PROJEC"I' PROC�DURES Page 4 of 8 G. Water Department Coordination 2 1. During the construction of this project, it will be necessary to deactivate, for a 3 period of time, existing lines. The Contractor shalt be required to coordinate with 4 the Water Department to determine the best times %r deactivating and activating 5 thase lines. 6 7 8 9 10 I1 12 13 14 15 16 17 18 19 20 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 nydrant water meter from the Water Department for use during the life of named project. c. In the event that a water valve on an existing live sysfiem be turned off and an to accommodate the construction of the project is required, coordinate this activity through the appropriate City representative. l) Do nat operate water line valves of existing water system. a) Failure to comply will render the Contractor in violation of Texas Penal Code Tit1e 7, Chapter 28.03 (Criminal Mischie� and the Conteactor wiil be prosecuted to the full extent of the law. b) In addition, the Contractor will assume all liabiliti�s and responsibi�ities as a result of these actions. H. Pubfic Nntification Prior to Beginning Construction 2 l 1. Prior to beginning construction on any block in the project, on a block by block 22 basis, prepare and deliver a notice or flyer af the pending construction to the iront 23 door of each residence ar business that will be impacted by construction. The notice 24 shall be prepared as follaws: 25 a. Fost notice or ilyer 7 days prior to beginning any construction activity on each 26 block in the project area. 27 1) Prepare flyer on the Contractor's letterhead and include the following 28 information: 29 a) Name of Project 3 0 b) City Project No (CPN) 31 c) Scope of Project (i.e. type of construction activity} 32 d) Actual construciion duration within the block 33 e) Narrze oithe contractor's foreman and phone number 34 � Name af the City's inspector and phone nurrzber 35 g) C�ty's after-hours phone number 36 2) A sample of the `pre-construction notification' flyer is attached as Exhibit 37 38 39 40 41 42 A. 3) Su6mit schedule showing the construction start and finish #ime for each block of the project to the inspector. 4) Deliver 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. 43 I. Public Notification of Temporary Water Ser�ice Interruption during Construcfiion 44 1. Tn tne �vent it becomes necessary to temporarily shut dawn water service to 45 residents or businesses during construction, prepare and deliver a notice or flyer of 46 the pending interru�tion to the iront door of each affected resident. 47 2. Prepared notice as follows: CITY OF FORT WOR"I'f-I �:. NORTIISIDE DRIVE & COLD SPRINGS ROAD ROi.TA1DABOUT STANDARD CONSTRUCTION SPLCICICATION DOCUMENTS 101584 Revised Decemher 20, 2012 01 35 13 - 5 SPECiAL PROJEiC"I' PROCEDURES Page 5 of S 1 2 3 4 5 6 7 8 9 10 11 12 i3 14 15 16 17 18 19 20 2i 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 a. The notification or flyer shall be posted 24 hours prior to the temporary interruptinn. b. Prepare flyer on the contractor's letterhead and include the following information: 1} Name of the project 2} City Project Number 3) Date of the interruption of service 4) Period the �nterruption will take place 5) Name of the contractor's foreman and phone number 6) Name of the City's inspector and phone number c. A sample of the temporary water service interruption notification is attached as Exhibit B. d. Deliver a capy of the tennporary interruption notification to the City inspector far review prior to being distributed. e. No interruption of water service can occur until the flyer has been delivered to all affected residents and businesses. f. Electronic versions of the sample flyers can be obtained from the Project Construction Inspector. J. Coordination with United States Army Corps of Engineers (USACE} At locations in the Project where construction acti�ities occur in areas where USACE permits are required, meet all rec�uirements set forth in each designated permit. K. Coordination within Railroad Permit Areas 1. At lacations in the project where constructian ac�ivities occur in areas where railraad permits are required, meet all requirements set for�h in each designated railroad permit. This inc[ades, but is not lirr�ited to, provisions for: a. Flagmen b. Inspectors c. Safety training d. Additional insurance e. Insurance certificates f. Other employees required to protect the right-of way and property of the Railroad Ca�npany frorn damage arising out of and/or from the construction of the project. Proper utility clearance procedures shall be used in accordance with the permit guidelines. 2. Obtain any suppletxzental information needed to comply with the railroad's requ i rements. 3. Railroad Flagmen a. Submit receipts to City for �erification of workin� days t�at railroad flagmen were present on Site. L. Dust Control 1. Use acceptable measures to control dust at the Site. a. �fwater is used to control dust, capture and properly dispose of waste water. b. If wet saw cutting is performed, capture and properly dispose of slurry. M. Employee Parking l. Provide parking for empioyees ai locations appro�ed by the City. CITY QF FORZ' WOR'tH E, NORTHSIDIi DR1VE & COLD SPRINGS ROAD ROUNDA130UT STANDA1tD CONSTRUCTION SPECII�ICA"I'IOt�! DOGUMFNTS ]01584 Revised De�ember 20, 2012 DI 35 13 -b SPECIAL PROJECT PROCEDURES Page 6 of 8 � 2 3 4 5 6 l.a SUBMITTALS [NOT U�ED] 1.6 ACT�ON SUBNIITTALS/INFORMATI�NAL SUBMITTALS (NOT USED] 1.7 CLOSEOUT SUBNIITTALS [NOT U�ED] 1.8 MAINTENANCE MATERIAL SUBMiTTALS [NOT USED] 7 1.9 QUALITY ASSUR.ANCE [NOT USED] 8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 9 1.11 FIELD [SITE] C�NDITIONS [NOT USED] 10 1.12 WARRANTY [1�IDT USED] 11 PART � - PRODUCTS [NOT USED] i 2 PART 3 � EXECUTION (NOT USED] 13 14 END OF SECTION Revision Log DATE NAME SUMMARYOFCHANGE 1.4.B— Added requirement of compliance with Heatth and Safety Code, `1'itle 9. $/31/2012 D. .Tohnson Safety, Subtitle A. Public Safety, Chapter 752. High Vo ltage Overhead Lines. L.4.E --Added Contractor responsibitity for obtaininga TCGQ Air Permit 15 CITY OF FORT WORTH 1;. NORTHSIDE DRiVE & COLD SPRINGS ROAD ROUNDA130U'1' STAIVDAKD CONSTRUCT[ON SPECll�1CATION DOCUMENTS ]01584 Revised Becember 20, 2012 ai 3s i3 -� SPFCIAL YKdJECT PROCFDURCS Page 7 of 8 1 2 3 4 5 6 7 8 9 l4 11 12 13 14 15 16 l7 18 19 Zo 21 22 23 24 25 26 27 28 29 30 3] 32 33 34 35 36 37 38 EXHIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: 101584 Project Name: E. NORTHSIDE DRIVE & C�L.D SPRINGS ROAD ROUNDABOUT Mapsco Location: 63J Limits af Construction: E. N�RTHSlDE DRIVE & COLD SPRINGS ROAD INTERSECTfON ' � � � � � � I I I i _ iblS IS �'O Iid�O�tI1�Y YOU Tb�4i UN�I�R A CQf��R�C� �lliH Tli� CfiY O� F�� IdifORTb, OU� CO�A��idY �IL�L 1MORFC ON UiI�I�Y LIF��S OR� OR �.ROUI�� YOUR P�oP��TY. COfdS�RUC�'IQR� VVI�� GIN A��ROXIMA��LY SEVER� DAYS FRO�II 7 b� �A�� 4F �F,11S i�O�IC�. IF YOU bAV� @U�S�IOi�S �.��Ui ACC�SS, S�CURI�Y, S��Y OR dP�Y OTb�R ISSUE, P��AS� CA��: MF. <CONTRACTOR'S SUPEF21N7ENDENT� AT �TEL�PH�NE NO.� C�7:7 Mi'. �CITY INSPECTOR� AT C TELEPHONE NO.� �,��°ER 4:3U �IV� OFt O1V 1f�1��K�P��S, PLEAS� CA�� (�'i!) 39� 8306 PLEASE KEEP THI S FL YER NANDY WHEN YOU CALL CITY OF POAT W{)RTH E. NORTHSIDF, DRIV� & COLD 5PR[NGS ROAD ROUNUABOUT STANDARD GONSTRUCI'[ON SPECIFICATIOIV D�CUME�lTS ]O]SS4 Re�ised I}ecember 20, 2012 Ol 35 13 -8 SPECIAL PROJECT PROCEDUR�S Page S af S 1 2 EXHISIT S �ORT ��R'I'H �: City Project No: 7 47 584 �oj�ct Y1��ne: E. Northside Dri�e & Cofd Springs Roundabout ��'rl�� "i°��i�i�� i1��17°� ��i�� f7"E��'i"�0�,'!f BiJE TO iJTIi.ITY Tl1nPROV�M�NTS 1fV YO�JR PIEiGHBORHOOD, YOIJR WAT�R SERVIC� \'VILL 8k: II�TT�RitUPT�D Ol�f BETWF.EN THE HQUR5 OTr AND iFY0i7 �IAVE QUESTIONS ABQl1T THI5 SEEi7'�'-OUT, PLEASE CALI.: MR. A7' (Ct1NTRAC'i'OR.S 3IJPERTNTENDENT) (TF.L,EPHONE NUMBEii) OR ��, AT (CITY INSP�CTOR) (T�LEPH4NE NiJNiBER) THIS iI�ICbNYE1VIENCE W�LL BE AS SHOItT AS PUSSIBLE. THA1�Cfi� Ya�l, CONTRACTdR 3 - 4 CITY OF FORT WORTH L-". NOR`1'I-ISIDE DRIVE & COLD SPRINGS ROAD ROUNDABOUT STANDAHD CONSTRUCTION SPECIFICA'1'fON DOCUMFNTS 10I584 Revised December20, 2p12 O1 45 23 T�STING AND INSPECTION 5ERVIC�S Page I of 2 SECTION U1 4� 23 TESTING AND INSPECTIQN SERVICES PART1- GENERAL 1.1 SUMMARY A. Section Includes: l. Testing and inspection services procedures and caordinatian B. De�iations from this City of Fort Worth Standard 5pecification 1. None. C. Related 5pecification Scctions include, but are not necessarily limited to: 1. Division 0- Bidding Requirements, Contract FaYrns and Conditions of �he Contract 2. Division 1- General Requirements 1.� PRICE AND PAYMENT PROCEDURES A. Measuremcnt and Payment Work associated with this Item is considered subsidiary to the various Ziems bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment of all Quality Control testing. b. City is respansible for performing and paymcnt far frst set of Quality Assurance testing. I) If the first Quality Assurance test perfoxzx�.ed by the City fails, thc Contractor is responsiblc %r payment of subsequent Quality Assurance testing until a passing tcst occurs. a) Final acccptance will not be issue� by City until all required payments for testing by Contractor have been paid in full. 1.3 RERERENCES [NOT USED] 1.4 ADMINISTRATiVE REQUIREMENTS A. Testing 1. Complete testing in accordance with the Contract Docuznen�s. 2. Coordination a. When testing is required ta be performcd by the City, notify City, sufficientfy in advance, when testing is needed. b. When testin� is required to be completed by the Contractor, notify City, sufficiently in advance, that testing will be performed. 3. Distribu�ion of Testing Reports a. Electranic Distribution 1) Confirm development of Project directory for electronic submittals ta be uploaded to the City's document management system, or another external FTP site approved by the City. CITY pk FORT WORTH �:. NO�iTHSIDE ll1t1VL & COLD SPRI�IGS ROAD R�UNF]ABOUT STANDARD CONSTAUCTION SPSCIFICATION DOCUMENTS 101584 Reviscd March 9, 2020 01 45 23 T�STING ANl] INSPECTION SERVIC�S Page 2 of 2 2) Upload test reports to designated projeci direciory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy %r all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in lieu of electronic distributian) 1) Tests performed by City a) Distribute 1 hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City's Praj ect Representative �. Provide City's Praject Representative with trip tickets for each delivered load of Concrete or Lime material including the following in%rmatian: a. Name of pit b. Date of delivery c. Material delivered B. Inspcction 1. Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. L� SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL ,�UBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.� MAINTENANCE MATERYAL SUBMITTALS [NOT USED] 19 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] l.11 FIELD JSITE] CONDITIONS [NOT USED] 1.1� WARRANTY [NOT USED] PART � - PRODUCTS jNOT USED] PART 3 � EXECUT�ON [NOT USED] END OF SECTION Revision Log DATE NAME SL7MMARY OF CHANGE 3/9/2020 D.V. [vlagana Removed reference to Buzzsaw and noted that electronic submittals be uploaded through the CiEy's document management system. CITY OF FORT WORTH E. NORTHSIDE DRI VE & COLll SPRINGS ROAD ROUNDABOUT STANDARD CONSTRUCTIOiV 3PECIFICATION DOCUMGNTS 1Q1584 Revised March 9, 202Q o�s000-� T�MPQRARY FAC�T.ITIES AND CONTR�LS Page 1 of 4 SECTION 01 50 00 TEMPOAARY FACILITIE� AND CONTROLS PARTI- GENERAL 11 SUMMARY A. Section Includes: 1. Pravide temporary faciliti�s and controls needed for the Work including, but not necessarily limited to: a. Temporary utilities b. Sanitary facilities c. Storage Sheds and Buildings d. Dust cantrol e. Temporary fencing of the construction site B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily lirazited to: 1. Division 0— Bidding Requirements, Contract Forms and Canditions of the Contract 2. Division 1— General Requirements 1.� PRICE AND PAYMENT PRQCEDURES 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 this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Temporary Utilities 1. Obtaining Temporary Ser�ice a. Make arrangements with utility scrvice campanies far temporary services. b. Abide by rules and re�ulations oiutility ser�ice companies or authorities having jurisdiction. c. Be responsible for utility service costs until Work is appro�ed �or Final Acceptance. 1} Included are fuel, power, light, heat and other utility services necessary for execution, completion, testing and initial operation of Wark. 2. Water a. Contractor to provide water required for and in cannection with Work to be performed and for specified tests of piping, equipment, devices ar other use as required for the completion of the Work. b. Provide and maintain adequate supply of potable water for domestic consumption by Contractor personnel and City's Project Representati�es. c. Coordinatioz� 1) Contact City 1 week before water for construction is desired CITY pF FDRT WdRTH E. NOR'1'HS]DE DRIV� & COLD SPRINGS ROAD ROUNDABOUT STAAIDARD CONSTiRUCTION SPECIFICATION DDCUdvI�NT5 ]01584 Revised July 1, 2011 o� s000-2 T�MPbRARY FACILITIES AND CONTROLS Page 2 of 4 C�J d. Cantractor Payment for Construction Water 1) Obtain constructian vvater meter from City for payment as billed by City's established rates. 3. Electricity and Li�;hting a. Provide and pay far electric powered service as required for Work, including testing of Work. 1} Provide power for lighting, operation of equipment, or other use. b. Electric pawer service includes temporary power service or generator to maintain operations during scheduled shutda�+n. 4. Telephone a. Provide emergency telephone service at Site for use by Contractor personnel and others performin� work or furnishing services at Site. 5. Temporary Heat and Ventilation a. Provide tetx�porary heat as necessary for protection or completion of Work. b. Provide temporary heat and ventilation to assure safe working conditions. B. Sanitary Facilities 1. Provide and maintain saniiary facilities for persons on Site. a. Comply with regulations of State and local deparnnents of healih. 2. Enforce use of sani�ary iacilities by constructian personnel at job site. a. Enclosc and anchor sanitary facilities. b. No discharge will be allowed from these facilities. c. Collect and store sewage and waste sa as not to cause nuisance or health problem. d. Haul sewage and waste off-site at no less than weekly intervals and properly dispose in accordance �+ith applicable regulation. 3. Locate facilities near Work Site and keep clean and maintained throughout Projec�. 4. Remove facilities at completion of Project Storage Sheds and Buildings 1. Provide adequateIy ventilated, watertight, weatherproof storage facilities with floar above �round level far materials and equipment susceptible to weather damage. 2. Storage of materials not susceptible to weaiher damage may be an blocks off ground. 3. Store materials in a neat and orderly manner. a. Place materials and equipment to permit easy access far ideniification, inspection and inventory. 4. Equip building with lockable doors and lighting, and provide eIectrical service for equipment space heaters and hcating or ventilation as necessary to provide storage enviranmcnts acceptable to speci�ed manufacturers. 5. Fill and grade site for temporary structures ta provide drainage away from temporary and existing buildings. 6. Remove building from site prior to Final Acceptance. D. Temporary Fencing Provide and maintain for the duration or construction when required in contract documents E. Dust Control CITY OF FORT WORTH E. T�fORTHSIDE DRIVE & COLD SPRINGS ROAD ROUNDABOUT STANDARD CONSTRUCTION SPECIFICATION DQCUMENTS 101584 Revised July I, 2011 O1 50OQ-3 'iEMPDRARY F'ACILITIGS AND CONTRO�,S Page 3 of 4 �. Cantractar is responsible for maintaining dust cantral through the duration of the proj ect. a. Cantractor remains on-call at a11 times b. Must respond in a timely mann�r F. Temporary Protection of Constz-uction 1. Contractor or subcontractars are responsible for protecting Work from damage due to weather. 1.5 SUBMITTALS �NOT USED] L6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS �NOT USED] 1.7 CLOSEOUT SUSMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NUT USED] 1.9 QUALITY ASSURANCE [NOT USED] 110 DELIVERY, �TORAGE, AND HANDLING [NOT USED] Lll FIELD [SITE] CONDITIONS [NOT USEDI L12 WARRANTY �N�T USED] PART � - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] 3.1 INSTALLERS [NOT USED] 3.3 EXAMINATION [NOT USED] 3.3 PREPARATIQN [N�T USED] 3.4 INSTALLATIQN A. Temporary Facilities 1. Maintain all temporary facilitics for duration of construction activities as nccded. 3.5 �REPAIR] / [RE,STQRA,TI�N] 3.6 RE-INSTALLATiON 3.i FIELD [oR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTIIP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES A. Temporary �'acilities C1TY OP I'ORT WORTH F.. NORTIISII7L' D]Z1VE & COLD SPR[NGS ROAD ROUNI�ABOUT STANDA[�D CONSTAUCTION SPECIFICAT[ON DQCUMENTS l O15S4 Kevised July 1, 2d11 01 50 00 - �4 TEMPdRARY FACILITIES AND CONTROLS Page 4 of 4 1. Remove all temporary facilities and restore area after completion of the Work, to a condition equal to or better than prior to start of Work. 312 PROTECTION [NOT USED] 313 MAINTENANCE [NOT USED� 3.1�t ATTACHMENTS �NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CiTY OF FORT WORTH E. 3VORT�ISIDE DRIVE & COLD SPRINGS ROAD ItOUNDABOUT STANDARD CONSTRUCTIQN SPECIPICATION DOCUMENTS i01584 Rcvised July 1, 2011 015526-1 STRBET USE P�RMIT AND MODIFICA.T[ONS TO TRAFFIC CONTRQL Page 1 of 3 SECTI�N Ul �� 6 STREET USE PERMIT AND MODIFICATIONS TO TRAF��C CONTROL PART1- GENERAL 1.1 SUMMARY A. 5ection Includes: 1. Administrative procedures for: a. Street Use Permit b. Modification of approved traffic control c. Removal af Street Signs B. Deviations from this City of Fort Warth Standard Speciiicatian I. None. C. Related Specification Sections inciude, but are not necessarily Iimited to: 1. Di�ision 0— Bidding Requirements, Contract Forrns and Conditions of the Cantract 2. Division 1— General Requirements 3. Sectinn 34 71 13 — Traffic Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment l. Wark associated with this Item is cansidered subsidiary to the various Items bid. No separate payment will be altowed for this Item. 1.3 REFERENCES A. Reference Standards 1 2. Reference standards cited in this specification refer to ihe current reference standard published at the time of thc latest revision date logged at the end of this specification, unless a datc is speciftcal�y cited. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 1.4 ADMINISTRATIVE REQUIREMENTS A. Traffic Control 1. General a. When trafiic control plans are included in the Drawings, provide Traffic Control in accordancc with Drawings and Section 34 71 13. b. When trafiic control plans are not included in the Drawings, prepare traffic contral plans in accordance with Section 34 71 13 and submit to City for review. 1} Allow minimum IO warking days for review of proposed Traffic Control. B. Stre�t Use Permit 1, Prior �o installation of Teaffic Control, a City Street Use Permit is required. a. To obtain Street Use Permit, submit Traf%c Contro] Plans to City Transportation and Public Works DeparYment. CITY OF PORT WORTH E. NORTHSiDE DRiVE & CC7LD SPRINGS ROAD ROUNDAF30UT STANDARI� CON5TRUCTION SPECIFICr�'�'EON DOCUMENTS 1D15$4 itevised July 1, 201 I 015526-2 STR��T USE PERMiT AND MODiFiCATIONS TO TRAFFIC CONTROL Page 2 of 3 1) Allow a minimum of 5 working days for permit review. 2) Contractor's responsibiliiy to coardinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. C. Modification ta Approved Traffic Control 1. Prior to installation trafiic control: a. Submit revised traffic control plans to City Department Transportation and Public Works Department. 1} Revise Traffic Control plans in accordance with Section 34 71 13. 2} Allow minimum 5 warking days for review of revised Traffic Control. 3) It is the Contractor's responsibility to coordinate r�view of Traffic Contral plans for Street Use Pern�it, such that construction is not delayed. D. Removal of Street Si� 1. Ii it is deYertnined that a street sign must be removed for construction, then cantact City Transportation and PubIic Works Department, �igns and Markings Division to remove the sign. E. Temporary Signage 1. In the case of regulatory signs, replace permanent sign with �emporary sign meetin� requirements of the latest edition of the Texas Manual on Uniform Traffic Control Devices {MUTCD). 2. Install temporary sign before the removal of permanent sign. 3. Wkien construction is co�nplete, to �he extcnt that the perrnanent sign can be reinstalled, contact the City Transportation and Public Works Department, Signs and Markings Division, to reinstall the permanent sign. F. Traffic Control Standards l. Trafiic Control Standards can be found on the City's Buzzsaw website. 1.� SUSMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS (NOT USED] 1.'� CLOSEOUT SUBMiTTALS [NOT USED] L� MAINTENANCE MATERIAL SUBMITTALS [NOT USEDj 1.9 QUALITY ASSURANCE [NOT USED] L10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARR.ANTY [NOT USED] PART 2 - PRODUCT� [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTIQN CITY QF FQRT WORTH E. NORTHSIDE DRIVE & COLD SPRINGS ROAD ROU[�DAROUT STANDARD CON5TRUCTION SPECIPICATION DOCUMENTS 10158R Revised July 1, 20ll oisszs-3 STREHT USE PL�AM]T AND MOT]fFICATIONS TO TRARF[C CONTAOL Page 3 of 3 Re�ision Log DATE NAME SUMMARY O�' CHANGE C1TY dP FORT WpRT�i E. NOR'1'11SIDE DRIVE & COI.,T] SPI2INGS ROAD ROUNDABOUT STANbARD CONSTRUCTION SPECIPICATION DOCUMH:NTS �Q�Sgq Revised July 1, 201 l 015713-L 5TORM WATER POLLUTIOIV PR�VENTION Page I of 3 SECTION Ol 5713 STORM WATER POLLUTION PREVENTTON PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Procedures far Storm Water Pollution Prevention Plans B. Deviations from this City of Fort Worth Standard Speciiication 1. None. C. Related Specification Sections incIude, but are not necessarily lirnaited to: 1. Division 0— Bidding Requirements, Contract Fortx�s and Conditions of the Contract 2. Division 1— General Requirements 3. Section 31 25 00 — Erosion and Sediment Coniroi 1.� PR�CE AND PAYMENT PROCEDURES A. Measurement and Fayment 1. Construction Activities resulting in less than 1 acre of disturbance a. Wark associated with this Item is considered s�absidiary to the vatious Items bid. No separate payment will be allawed for Yhis Item. 2. Construction Activities resulting in greater tl�an 1 acre of disturbance a. Measure�nent and Payment shalI be in accordance with Section 31 25 00. 1.3 REFERENCES A. Abbreviations and Acronyms 1. Noticc of Intent: NOI 2. Notice of Termination: NOT 3. Storm Water Pollution Prevention Plan: SWPPP 4. Texas Cornmission on Environmental Quality: TCEQ 5. Notice of Change: NOC A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time af the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Integrated Storm Managemeni (iSWM) Technical Manual for Canstruction Controls 1.4 ADMINISTRATIVE REQUIREMENTS A. General �. Contractar is responsible for resolution and payment of any fin�s issued associated with compliance to Stormwater Pollution Prevention Plan. CITY OP PORT WORTH �. NORTHSIDE DRIV� & GOLD SPRINGS ROAD ROUNDABOUT 3TANDARD CONSTRUCTION SPECIPICATION DOCi1MENTS I01584 Revised July 1, 2011 015713-2 STORM WATER POLLUTION PR�VENTION Page 2 of 3 B. Construction Acti�ities resulting in: Less than 1 acre of disturbance a. Provide erasion and sediment contral in accordance with Section 31 25 00 and Drawings. 1 to less than 5 acres of disturbance a. Texas Pollutant Dischar�e Elimination System {TPDES) General Construction Permit is required b. Complete SWPPP in accardance with TCEQ requirements 1} TCEQ Small Construction Site Notice Required under general p�rmit TXR15p000 a) Sign and past at job site b} Prior to Preconstruction Meeting, send 1 copy to City Depaz�ment o� Transportation and Public Works, Environmental Division, (S 17) 392- 6088. 2) Provide erosion and seditnent control in accordance with: a} Section 31 25 00 b) The Drawings c} TXR 150000 Generaf �crmit d) ,SW�PP e} TCEQ requirements 5 acres or more of Disturbance a. Texas Pallutant Discharge Elimina�ian System (TPDES} Gcneral Co�nstruction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee a) �ign and post at job site b) Send copy to City Department of Transportation and Pubiic Wark�, Environmental Division, (817} 392-6088. 2) TCEQ Notice of Change required if making changes ar updates to NOI 3} Provide erosion and sediment control in accordancc with.: a} Section 31 25 00 b) The Drawings c) TXR154000 General Permit d) SWPFP e} TCEQ requirements 4) Once the project has been completed and all the closeaut requircments of TCEQ have been met a TCEQ Notice of Ternnina�ion can be submitted. a) Send copy to City Dcpartment of Transportation and Public Warks, Environmental Division, (817) 392-6088. 1.� SUBMITTALS A. SWPPP 1. Subrnit in accordance with 5ection O1 33 Q0, except as stated herein. a. Prior to the Preconstruction Meeting, submit a tlraft copy of SWPPP to the City as follows: 1) 1 copy to the City Proj ect Manager a) City Project Manager will forward to the City Deparhnent of Transpartation and Public Works, Environmental Divisian for review CITY OF FOl2T WORTH E. NOR'f1iSIDE DR[VE & COI,D SPRINGS ROAD ROUNDABQUT STANDARD CONSTRUCTION 5P�CIFICATION DOCUMENTS IOlS$4 Reviseci July l, 2011 015713-3 STORM WATER POLLiJTION PREVENTION Page 3 of 3 B. Modified SWPPP 1. If the SWPI'P is revised during construction, resubmit modified SWPFP to the City in accordance with Section 01 33 00. 1.6 ACTION SUSMITTALS/INFORMATIONAL SUBMITTALS �NOT USED] 1.'1 CL05EOUT SUSMITTALS �NOT USED] ],� MAINTENANCE MATERIAL SUBMITTALS �NOT USED] 1.9 QUALITY ASSURANCE �NOT USED] 1.10 DELIVERY, STQRAGE, AND HANDLING [NOT USEDJ 111 FIELD [5ITE] CONDITIONS [NOT USED] 1.1� WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH E. NORTHSIDE DRIVE & COLD SFR[NG5 RQAD ROUNDABQUT STANDARD CONSTRUCTION SPEGIFICATIpN DOCUM�NTS 101584 Revised 7uly 1, 2011 015813-1 TEMPdRARY PR�7ECT SIGNAGE Page 1 of 3 sECTioN ai ss i3 TEMPORARY PROJECT SIGNAGE PART1- GENERAL L1 SUMMARY A. Section Includes: i. Temporary Project Signage Requirements B. Deviations from this City of Fort Worth Standaz�d 5pecification 1. None. C. Related Specification Scctions include, but are not necessarily lirnitcd ta: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requireznents 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work assaciated with this Item rs considcrcd subsidiary ta the various Iterns bid. Na separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSIINFORMATIONAL 5UBIVIITTALS [N�T USEDj 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSIJRANCE [NQT USEDj i.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] C(?NDITIONS [NOT USED] L1� WARRANTY [NUT USED] PART �. - PR�DUCTS 3.1 QWNER-FURNiSHED [oN] OWNER-SUPPLIEDPRODUCTS [NOT USED] �.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS A. Design Criteria 1. Provide free standing Project Designation Sign in accordance with City's Standard Details far project signs. CITY Ot� FORT WORTH E, NORTHSi�]F, F)RiVF., & COLD SPI2INGS KOAD ROUNDABOUT STANDARD CONSTRUCTION SP�CIFICATIQN DOCUMF,NTS 1015R4 Revised July 1, 2011 015813-2 TEMPORARY PROJBCT 5IGNAGE Page 2 of 3 B. Materials 1. Sign a. Constructed of 3/a-inch fir pl}rwoad, grade A-C (exterior) or better �.3 ACCESSORIES [NOT USED] �.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT [7SED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION �NOT USED] 3.4 INSTALLATION A. General 1. Provide vertical installation at extents of project. 2. Relocatc sign as needed, upon request oF the City. B. Mounting options a. 5kids b. Posts c. Barricade 3.� REPAIR / RE,STORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.i FIELD [oR] SITE QUALITY C�NTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING jNOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE A. General 1. Maintenance will include painting and repairs as needed or directed by the City. 3.14 ATTACHMENTS [NOT USED] END OF SECTIQN CITY QF FORT WORTH E, NOR7'1-lS1bL's 1712IVI: & COLD SPRINGS ROAD ROUNI7ABOUT STANDAR.D CONST'Ri7CTION SPECI['ICATION DOCUM�NTS 1015$4 Revised July 1, 2011 015813-3 THMPOAARY PROJECT SIGNAGE Pagc 3 of 3 Revisian Log DATE NAME SUMMARY �F CHANGE CITY OF FOAT WORTH E. NOR1'1-lS1DE DKIVE & COLll SPRINGS ROAD RdUNDABOUT STANDARD CQNSTRUCTION SPSCIFICATION DOCUMENTS 101584 Aevised July 1, 2011 0 ] 60 00 PR017UCT REQUIREMENTS Page 1 of2 SECTION O1 60 00 PRODUCT REQUIREMENTS PART1- GENERAL 1.1 SLTMMARY A. Section Includes: 1. References for Product Requirements and City Standard Products List B. Deviations from this City of Fart Worth Standard 5peciiication 1. None. C. Related Specification Sections include, but are not necessarily limited to: l. Division 0— Bidding Itequirements, Contract Forms and Conditions of the Contract 2. Division 1— Gencral Requirements 1.2 PRiCE AND PAYMENT PROCEDURES [NOT USED] 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. A list of City approved products for use is available through the City's website at: https://apps.fortwarthtexas.govlProjectResources/ and folIowing the directory path; 02 - Construction Documents/Standard Products List B. Only products speciiically included on City's Standard Product List in these Contract Doctzments shall be allowed for use on the Project. 1. Any subsequently approvcd products wiil only be allowed for use upon specific approvat by the City. C. Any specific product requieements in the Coniract Documents supersede similar products included on the City's SYandard Product List. 1. The Ciiy reserves thc right to not allow products to be used for certain projects even though the product is listed on the City's Standard Product List. D. Although a specific product is included on City's Standard Product List, not atl products from that manufacturer are approved for use, including but not limited to, that manufacturer's standard product. E. See Section Ol 33 00 for submittal requirements of Product Data included on City's Standard Product List. 1.5 SUEMITTALS [NOT USED] Lb ACTIQN SUBMITTALSIINF'ORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY A,SSURANCE [NOT USED] CITY OF PORT WORTH E. NORTHSIDE DRiVE & COLD SPI2INGS ROAD ROi7NDABDUT STANDARD COI�lST12UCTIOAI SPECIFICATION DOCUM�NTS IOE584 Revised March 9, 2020 O1 fi0 00 PRODUCT RBQUIREMk:NTS Page 2 of 2 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS �NOT U,SED] PART 3 - EXECUTION (NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D, Jahnson Modif�ed Location of City's Standard Product LisY 3/9/2d2o D.V. Magana Removed reference to Buzzsaw and noted that the City approvcd products lisC is accessiblc through the City's website. CITY OF EORT WORTH L'. NORTHS[DE DRIVE & COLD SYRINGS ROA� RC)UNDAROUT STANDARD CON3TRUCTION SPECIFICATION bOCUMENTS 101584 Revised March 9, 2a20 016600-1 PiZODUCT STORAGE AND HANDLING R�QUIRGMENTS Pagc 1 of 4 sECT�orr ai 66 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS PART1- GENERAL 11 SUMMARY A. Section Inc�udes: 1. ,Scheduling of product delivery 2. Packaging of products for delivery 3. Protection af products against damage from: a. Handling b. Exposure to eleznents or harsh environments B. Deviations from this City of Fort Worth 5tandard 5pecification l. None. C. Re�ated Specification Sections includc, but are not necessarily limited to: 1. Division 0— Bidding Requirements, 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 considered subsidiary to the various Items bid. No separate payment will be allowed far this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INRORMATIONAL SUBMITTALS [NOT USED] 1.'� CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY AND HANDLING A. Delivery Requirements 1. Schedule delivery of products or equipment as required to allow timely installation and to avaid prolonged storage. 2. Provide appropriate personnel and equipment io receive delivaries. 3. Delivery trucks will not be permitted io wait extended periods of time on the Site for personnel or equipment to receive the delivery. CITY QF FORT WpRTH E. NORTHSII]F., DRIV� & COLD SPRINGS ROAi] ROUNDABOUT STANDARD CONSTRUCTIOI� SPECTFICATION DOCLTMENTS 101584 Rcvised July t, 2011 o� 66ao-2 PRODUCT STORAGE AND I-3AN1�LING R�QUIREMENTS Page 2 oF4 4. Deliver products or equiprnent i�a znanufaciurer's original unbroken cartons or other containcrs designed and constructed to protect the contents from physical or environmental damage. 5. Clearly and fully mark and identify as to manufacturer, item and installation location. b. Provide manufacturer's instructions for storage and handling. B. Handling Requirements 1. Handle praducts or equipment in accordance with these Cantract Documents and manufacturer's recommendations and instructians. C. Storage Requirements 1. Store materials in accordance with manufacturer's recommendations and requirements af these Specifications. 2. Make necessary provisions for safe storage of materials and equipment. a. Place loose soil materials and matierials to be incorporated into Work to prevent darnage to any part of Work or existing facilities and ta maintain free aecess at al1 times to all parts of Wark and to utility service company installations in vicinity of Work. 3. Keep matcriais and equipment neatly and compactly stored in locatians thai will cause minimum inconvenience to other contractors, public travel, adjoining owners, tenants and occupants. a. Arrange storage to pravide easy acccss for inspection. 4. Restrict storage to areas available on canstruction site for storage ot' 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. Pro�ide addresses of and access to off-site storage Iocations for inspection by City's Project Represcntative. 6. Do not usc �awns, grass plots or other private properiy %r storage purposes withaut written permission of owner or other persan in ppssession or conirol of premises. 7. Store in manufacturers' unopened containers. 8. Neatly, safely and cornpactly stack materials delivercd and stored along line of Work to a�oid inconvenience and damage to property owners and general public and maintain at least 3 feet from iire hydrant. 9. Kecp public and private driveways and strect crossings open. 1fl. Aepair or replace damaged lawns, sidewalks, streets or other improvcments to satisfaction of City's Project Representative. a. Total length w�ich materials may be distributed along route of construction at one time is 1,000 linear feet, unless otherwisc approved in writing by City's Project Representaiive. CITY bi' FORT WORTH F.. NORTHSII]L i]121VL & COLD SPRIiVGS ROAD ROUNDAROUT STANDARb CbNSTRUCTION SPECIFIGATION t�OCUMENTS ]0158�} Revised 7uly 1, 2011 016600-3 PRODUCT STORAGE AND HANDLING R�QUIRh'.MF.NTS Page 3 of 4 1.11 FIELD [SITE] CONDITIQNS [NOT USED] 112 WARRANTY [NOT USED] PART 3� - PRODUCTS [NOT USED� PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED� 3.� EXAMINATION [NOT USED� 3.3 PREPARATION [NOT USED] 3.4 ERECTION [NOT USED] 3.5 REPAIR 1 RESTORAT�ON [NOT USED] 3.b RE-INSTALLATION [NOT USED] 3.9 FIELD [ox] SITE QUALITY CONTROL A. Tests and Inspectzons 1. Inspect all products or equipmcni delivered to the site prior to unloading. B. Non-Conforming Work 1. Reject all products or equipment that are damaged, used or in any other wxy unsatisfaciory for use on the project. 3.$ SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 31� PROTECTION A. Protect all products or equipment in accordance with manufacturer's written directions. B. Store products or eqeaipment in location to avoid physical damage to items while ir� storage. C. Protect equipment from exposure to elements and keep thoroughly dry if required by the rnanufacturer. 3.13 MA�NTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH E. NORT�ISID� DRIVE & COLD SPRINGS ROAD ROUNQABOUT STANI]ARD CONSTRUCTION SPECfFICATION DOCUMENTS 10] 584 Revised July 1, 201 l O16500-4 PRODUCT STORAGE AND HANDL[NG RGQiJIREMENTS Page 4 of � Re�ision Log DATE NAME SUMMARY OF CHANCE CITX OF POAT WORTH E. NORTI�SII7�; bA[VE & COLD SYRIhlGS ROAD ROUNI�ABOUT 3TANDAi2D COAISTRUCTI�N SP�CiPICAi'IQN DOCUMCNT3 1015H4 Revised July 1, 20I 1 oi�ooa-i MOBILIZATION AND R�MOSILI'GA'CION Page L of 4 7 3 PART1- GENERAL SECTYON Oi 7a 00 MOBTLIZATION AND REMOBILIZATION 4 1.1 SUMMARY 5 A. Section [ncludes: 6 7 8 9 10 ll I2 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 3l 32 33 34 35 36 3'1 38 39 �!0 41 42 43 44 45 1. Mobilization and Demobilization a. Mobilization 1) Transportation oiContractor's pers4nnel, equipment, and operating supplies to the Site 2) Establishment of necessary general facilities far th� Contractor's operation at the Site 3} Premiums paid for performance and payment bonds 4} Transportation af Contracior's personnel, equipment, and operating supplies to another location within the designated Site 5) Reloca#ion of necessary general facilities for the Contractar's operation from 1 location to another location on the Site. 6. Demobilization 1) Transportation of Coniractor's personneI, equipment, and operating supplies away from the Site including disassembly 2) Site Clean-up 3) Removal oiall buildin�s and/or other faci�ities assem6led at the Site for this Contract a Mobilization and Deenobilization do not include activities for specific items of work that ar� for which payment is provided elsewhere in the confiracfi. 2. Remobilization a. Remobilization for Suspension of Work specifically required in the Contract Documents or as required by City includes: l) Demobilization a} Transportation of Contractor's personnel, equipment, and aperating supplies irom the Site including disassembly or temporarily securing equipment, supplies, and other facilities as designated by the Contract Documents necessary to suspend the Work. b) Site Clean-up as designated in the Contract Documents 2} Remobilization a) Transportation of Con�ractor's persornnel, equipment, and operating supplies to the Site necessary to resume the Work. b) Establishment of necessary general facilities for the Contractor's operation at the Site necessary to resume #he Work. 3) Na Payments will be made for: a} Mobilization and Deinobilization from one location to anotherr on the Site in the normal progress of performing the Work. b) Stand-by or idle time c) Lost profits 3. Mobilizations and Demobilization �or Miscellaneous Projects a. Mobilization and Demobilization CITY QF FORT WORTH E. I�lORTHSIDE DRIVE & COLD SPRINGS ROAD ROUNDABdUT STANDAItD COT�lSTRUCTIOIV SPECIFICAT[ON DpCUM�NT5 ]01584 Kevised November 22, 2015 Q17000-2 MOBILIZATiON AND R�MOBILIZAT[ON Page 2 of 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 l8 l9 20 l} Mobilization shal] consist of the activities and cost on a Work Order basis necessaty for: a} Transportation af Contractor's personnel, equipment, and operating supplies to the Site for the issued Work Order. b) Establishment of necessary gencral facilities for �c Contractor's operation at the Site far the issued Work Qrder 2) D�mobilization shall consist of the activities and cost necessary far: a) Transportatian of Contractor's persannel, equi�mcnt, and operating supplies from the Site including disassembly for each issued Work O rder b) Site Clean-up for each issued Work Order c) Remo�al of a11 buildings or other facilities assembled at the Site for each Work Oder b. Mobilization and Detnobilization do not inc�ude activities for specific itams of work for which payment is provided elsawhere in the contract. 4. Emergency Mobilizations and Demobilization for .MisceIlaneous Projects a. A Mobilization for Miscellaneous Projects when directed by the City and the mobilization occurs within 24 hours of tlae issuance of the Work Order. B. Deviations from this City of Fort Worth 5tandard Specification 1. None. 21 C. Related Specification Sections include, but are not necessarily linnited ta: 22 1. Division 0— Bidding Requirements, Contract Forms and Conditians of the Contract 23 2. Division 1— General Requiremen�s 24 1.�. PRICE AND PAYMENT PROCEDUI2ES 25 26 27 28 z� 30 31 32 33 34 35 36 37 38 39 4D 41 42 43 44 45 46 A. Measurenaent and Payment 1. Mobilization and Demobilization a. Measure 1} This Item is considered subsidiary to the various Iterns bid. b. Payment 1) The work performed and rnaterials furnished in accordance with this Item are subsidiary to the various Items bid and no ather compensation will be allowed. 2. Remobilization for suspension of Work as specifically required in the Contract Docucr�ents a. Measurement 1) Measureme�tt for this Item shal] be per each remobilization performed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measurcd as provided under "Measurement" will be paid for at the unit price per each "Specified Remabilizatian" in accardance with Cantract Dacuments. c. The price shal] include: 1) Dert�obiIization as described in Section l.l.A.2.a.1) 2) Remobilization as described in �ection 1.1.A.2.a.2) d. No paymen�s will be made for standby, idle time, or �ost profits associated tI�is Item. Ci'I'Y OF PORT WORTH E. NOli'I'l ISIDC DRIVE & GOLD SYIZINGS ROAD ROiJNDABDU'f STANDARD GONSTRUCTION SPECIFICA"f10N DOCiIME1�lTS 1O1584 Re�ised November 22, 2016 0170D0-3 MQBILIZA`1'10[�I AiVD REMOBILIZATION Pagc 3 of 4 1 2 3 4 5 6 7 8 9 �o lI 12 13 14 15 16 ]7 18 19 20 21 22 23 2� 25 26 27 28 29 30 31 32 33 34 35 36 3. Remobilization for suspension of Work as required by City a. Measurement and Payment 1) This shall be submitted as a Contract Claitn in accordance with Article 10 of Sectton 00 72 00. 2) No payments will be made for s#andby, idle time, or lost profits associated with this item. 4. Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurament for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work perFormed and materials furnished in accordance with this [tem and measured as provided under "Measurement" r�+ill be paid far at tlie unit price per each "Work Order Mobilization" in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include: 1) Mobilization as described in Section 1.1.A.3.a.1} 2) Demobilization as described in Section 1.1.A.3.a.2) d. No payments will be made for standby, idle time, or losfi proiits associated this Item. 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this [tem shall be for each Mobilization and Demobilization reguired by the Contract Documents b. Payment 1} The Work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid far at the unit price per each "Work Order Emergency Mobilization" in accordance with Contract Documents. Demobiliza#ion shall be considered subsidiaty to mobilization and shall not be paid for separately. c. The price shall include 1) Mabilizaiion as described in Section 1.1.A.4.a) 2) Demobilization as described in Section 1.1.A.3.a.2) d. No paytnents will be made for standby, idle time, or lost profits associated tHis ltem. 37 1.3 REFERENCES [NOT USED] 38 1.4 ADMLNISTRATIVE REQUIREMENTS [NOT USED] 39 1.� SUSMITTALS [NOT USED] 40 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 41 l.i CLOSEOUT SUSMITTALS [NOT iTSED] 42 1.� MAINTENANCE MATERIAL SUBMITTAL� [NOT USED] 43 1.9 QUALITY AS�iJRANCE [NOT USED] 44 1.10 DEL�VERY, STORAGE, AND HANDLING [NOT USED] ClTY OF FORT WORTH E. NORTHSIDE DRNE & COLD SPRENGS ROAD ROUNUABOUT STANDARD CONSTRUCTION SPECIFICA"1'ION I70C[Jiv1EtJT5 101584 Revised Novcmher 22, 2016 01 70 00 - 4 MOBILIZATION AND REMOE311.,[ZATIDN Page 4 oF 4 1 L11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.1� WARRANTY tNOT USED] 3 PART 2- PRQDIICTS [NOT USED] 4 PART 3- EXECUTIQN [NOT USED] 5 END OF SECTION 6 Re�ision Log DATE NAME SUMMARY OF CHANGE 11/22/3b Michacl Owen �•Z Price and Payment Procedures - Revised specifcation, including bluetext, to make specitication flexible far either subsidiary ar paid bid item Por MobiEization. 7 C1TY OF FOIi'I' WORTH E. NORTHSID� DRIVE & COL[� SP[ZWGS ROAD ROUNDABOUT STAN[�r11iD C:OI�iSTRUCTION SYECIFICATION DOCUMF.N1'S 1U1584 Re�ised Novcmber 22, 20ib 017123-1 CONS'I"RUCTION STAKING AND SURVEY Page 1 of 8 SECTION Ol 71 23 CONSTRUCTION STAKING AND SURVEY PART1- GENERAL 1.1 SUMMARY A. Section Includes: Requirements for construction staking and construction survey B. Deviations from this City of Fort Worth Siandard Specification 1. None. C. Related Specification Sections incIude, but are not necessarily limited to: 1. Division 0— Bidding Requiremcnts, Contract Forms and Conditions of the Contract 2. Divisian 1— General Requirements 1.� PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Staking a. b c. Measurement 1) Measurement for this Item shall be by lump sum. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the lu�p sum price bid far "Construction Staking". 2) Payment for "Construction 5taking" shall be made in partial payrnents prorated by work completed compared to toYal work included in the lump sum item. The price bid shall include, but not be lirnited to the following: 1) Veri#"ication of controI data provided by City. 2) Placement, maintenance and replacement of required stakes and markings in the field. 3) Preparation and submittal of constructton staking documentation in Chc form oi "cut sheets" using the City's standard template. 2. Construction Survey a. Measurement 1) This Iietn is considered subsidiary to the various Items bid. b. Payment 1) The worlc performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 3. As-Built Survey a. Measurement 1) Measurement far this Item shall be by lump sum. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at t1-ie lump sum price bid for "As-Built SUrvey". CITY pF FQRT WORTH E, i�IORTHSIDE DRIVE & COLD SPRINGS ROAD ROUNDABOUT STANDARD CONSTRUCTION SPECIFICATION DOCUM�NTS 101584 Revised Eebruary l4, 2018 017123-2 CONSTRiJCT[ON STAKING AND SURV�Y Page 2 of 8 2) Payment for "Constructian Staking" shalI be made in partia] payments prorated by work completed compared to total work included in the lump sum item. The price bid sha11 include, but not be limited to the follawzng:: 1} Field measurements and suraey shats to ic�entify Iocation of completeci facilities. 2) Documenta�ion and submittal af as-built survey data onto contractor redline plans and digital survey files. 1.3 REFERENCES A. Defini�ions 1. Construction Survev - The survey measurements made prior to or while construction is in progress to control elevation, l�orizontal positian, dimensians and configuratian of structures/improvements included in the Project Drawings. 2. As-built Survev —The measurements made after the construction of the impravement features are complcte to provide position coordinates for the features of a project. 3. Construction Stakin� — The placemcnt of stakes and markings to provide affsets and elevations to cut and �11 in ordcr to Iocate on the ground the designed structures/improvements included in the Project Drawings. Construction s�aking shaIl includc stalcing easements and/or right of way if indicated an the plans. 4. Survey "Field Checks" — Measurenaents made after construction staking is completed and before construction work begins to ensure that structures marked on thc ground are accurately located per Project Drawings. B. Technical References 1. City of Fort Worth — Construction Staking Standards {auaiiable on City's Buzzsaw website) — Ol 71 23.16.01_ Attachment A_Survey Staking Standards 2. City of Fort Worth - Standard Survey Data Coilectar Li6rary {fxt} files (available on City's Buzzsaw website). 3. Texas Department of Transportation (TxDOT) Survey Manual, iatest re�ision 4. Tcxas Society of Profcssianal Land Surveyors (TSPS), Manual pf Practice for Land Surveying in the State of Texas, Category 5 1.4 ADMINISTRATIVE REQUIREMENTS A. The Contractor's selection of a surveyor must comply with Texas Government Code 22�4 (quali�ications based selection) for this project. 1.S SUBMITTALS A. Submittals, if required, shall be in accordance with Section Ol 33 00. B. All submittals shall be received and reviewed by the City prior ta delivery of work. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. FieId Qual�ty Control Submittals C1TY OP FaRT WpRTH E. i+IORTHSI�C DR1VE & COLD SPRfNGS KOAD ROUNI)ABOU"1' 5TA�117ARD CON3TRUCTION SP�CIFICATION BOCUM�NTS lO 1584 Re�ised February 14, 2018 017123-3 CDNSTRUCTION STAKING AND SURVEY Page 3 of 8 1. Documentation verifying accuracy af iield engineeeing work, including coordinate conversions if plans do not indicate grid or ground coordinates. 2. Submit "Cut-Sheets" conforming ta the standard template provided by the City (refer to O1 71 23. i 6.01 — Attachment A— Survey Stal�ng Standards). 1.'� CLOSEOUT SUBMITTALS B. As-built Redline Drawing Submittal 1. Submit As-Built Survey Redline Drawings documenting the locations/elevations of canstructed improvements signed and sealed by Registered Professional Land Surveyor (RPLS) respansible for the work (refer to 01 71 23.16.01 — Attachment A — Survey Staking Standards} . 2. Contractar sha�l svbmit the proposed as-buiIt and completed redline drawing submittal one (1} week priar to scheduling the project �inal inspection for City review and comment. Revisions, if necessary, shall be made to the as-built redline drawings and resubmitted to the City priar to scheduling the construction final inspection. 1.8 MAiNTENANCE MATERIAL SUB1i�IITTALS (NOT USED] 1.9 QUALITY ASSURANCE A. Construction Staking 1. Constructiorn staking will be performed 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 consiruction activities are not delayed or negatively irnpacted. General a. Contractor is responsible for preserving and maintaining stakes. If City surveyors are required to re-stake for any reason, the Contractor will be responsible for costs to perforrn siaking. If in the opinion of the City, a sufiicient number of siakes ar markings have been lost, destroyed disturbed or orr�itted that the contracted Work cannot take place then the Contractor will be reyuired to stake or re-stake the deiicient areas. B. Construction Survey 1. Construction Survey wi�l he performed by the Contractor. 2. Coordination a. Contractar to verify that horizontal and vertical control data established in the design survcy and required for construction survey is available and in place. 3. General a. Construction survey will be perfarmed in arder to construct the work shown on the Construction Drawings and specifed in the Contract Documents. b. For construction methods other than open cut, the Cantractor sha�l perform construction survey and verify control data incl�xding, but not limited to, the follawing: 1) Verification that established benchmarks and control are accurate. CITY OF FORT WORTH E. NORTHSID� AR�VE & COLD SPRING5 ROAD ROUNDAI30UT STANDARD COIVSTRUCTION SPECIFICATION DOCUMEIVTS 101584 Revised February 14, 2�18 017123-4 CONSTRUCTiON STAKING AND SURVEY Page 4 of 8 � 2) Use of Benchmarks to furnish and maintain all reference ]ines and grades for tunneling. 3) Use oi line and grades to establish the location of the pipe. 4) 5ubmit to the City copies of field notesused to establish all li�es and grades, if requested, and allow the City to check guidance system setup priar to beginning each tunneling drive. 5) Provide access for the City, if requested, to �erify the guidance system and the line an.d grade of the carrier pipe. 6) The Contractar remains fully responsible for the accuracy of the work and carrection af it, as required. 7) Monitor line and grade continuously durin� canstruction. S) Record deviation with respect to design Iine 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 Scctioz�s 33 �5 23 and/or 33 OS 24), irrunediately natify the City and correct �he installation in accordance with thc Contract Documents. As-Built Sur�ey f. Required As-Built �urvey wrll be performed by the Cantractor. 2. Coordination a. Contractor is to coordinate with City to con�rm which features require as- � c. built surveying. It is the Con�tractor's responsibility to coordinate the as-built survey and required measurements far items that are to be buried such that construction activities are not delayed or negatively impacted. For sewer mains atad water rnains 12" and under in diametee, i� is acccptable to physically measure depth and mark the locafion during the progress of construction and iake as-built survey after the facility has been buried. The Contractor is respansible for the quality control nceded to ensure accuracy. General a. The Contractor shall provide as-built survey including the etevation and iocatian (and provide writtcn documentation to the City) of construction features during the progress of the construction including the follawing: 1) Waier Lines a} Top of pipc elevations and coordinates for waterlines at the following locations: (1} Minimum e�ery 250 lincar feet, including (2} Harizontal and vertical points of inflection, curvature, etc. (3) Fire line tee {4) Plugs, stub-outs, dead-end lines {5) Casing pipe (each end} and all buried fittings 2} Sanitary Sewer a) Top of pipe elevations and coordinates for force mains and siphon sanitary sewer lines (non-gravity facilities) at the following locations: { 1) Minimum every 25� linear feet and any buried iittings (2) Horizontal and vertical points of inflection, curvature, etc. 3} Stormwater — Not Applicable C]`I'Y dP FORT WORTH E. N�RTHSIDE DKl V E& COLD SYR1NCiS ROAD ROUNDABQUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 1a1584 Revised Fehruary 14, 20I8 01 7 ] 23 - 5 CONSTRUCTION STAKING AND SLTRVEY Paga 5 of 8 b. The Contractor shall provide as-built survey including the elevation and locatian (and provide written documentation to the City) of constructian features after the constructian is campleted inciuding the following: l ) Manholes a) Rim and flowline elevations and coordinates for each manhole 2) Water Lines a) Cathodic protection test stations b) Sampling stations c) Meter boxes/vaults (All sizes} d) Fire hydrants e) Valves (gate, butterfly, etc.) � Air Re�ease valves {Manhole rim and vent pipe) g} Blow off valves (Manhale rim and valve lid} h} Pressure plane valves i) Underground Vaults {lj Rim and flo�vline elevations and coordinates for each Undergrounc� Vault. 3) Sanitary Sewer a) Cleanouts (1) Rim and flowline elevations and coordinates for cach b) Manholes and Junction Structures (1) Rim and fiowline elcvations and coordinates for each manhole and junction structure. 4) Stor�nwater — Not Applicable 1.1U DELYVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.1� WARRANTY PART2- PRODUCTS A. A construction survey will produce, but will not be limited to: 1. Recovery of relevant control points, points of curvature and points of intersection. 2. Establish temporary horizontal and vertical control elevations (benchmarks) suf�cienYly permanent and located in a manner to be used throughout constr�zction. 3. TI�e location of planned facilities, easemenis and improvements. a. Establishing finaI line and grade stakes for piers, floors, grade beams, parking areas, utilities, stt-eets, highways, tunnels, and othcr construction. b. A record of revisions or corrections nated in an orderly manner for reference. c. A drawing, when required by the clienC, indicating the horizontal and vertical location oi facilities, easements and improvements, as built. 4. Cut sheets shall be provided to the City inspector and 5urvey Superintendent for all construction staking projects. These cut sheets shall be on the standard city template which can be obtained from the Survey Superintendent (817-392-7925). 5. Digital survey files in the following formats shall be acceptable: a. AutoCAD (.dwg) b. ESRI Shapefile (.shp) CITY OF FORT WORTH E, N�RTHSIDE DRIVE & COLl7 SPI2INC,S ROAb ROUNDA130UT STANDARD CONSTRUCT[ON SPECIFICATION DOCUMENTS L01584 Revised F'ebruary 14, 2018 U17123-6 CONS'T'RUCTION STAKINC} AND SURVEY Page b of 8 c. CSV file (.csv}, formatted with x and `t :o�rdinate in ;.��arat� �r�iurr„�� (u�,, ��andarc� ��mplat�.-, i"avuilable} 6. Survey files shall include vertical and horizontal data tied to original project contrai and benchmarlcs, and shall include feature descriptions PART 3 - EXECUTION 3.1 INSTALLERS A. Tolerances: 1. The staked location of any improvement or �acility should be as accurate as practical and necessary. The degree of precision required is dependent an many factors all of which must remain judgmental. The tolerances listed hereafter are based on generalities and, under certain circumstances, shall yield to specific requirements. The sur�eyor shall assess any situation by review of the overall plans and through constaltation with responsible parties as to the need far specifc tolerances. a. Earthwark: Grades for earthwor� or rough cut should not exceed 0.1 ft. vertical tolerance. Horizontal alignment for earthwork and rougIa cut should not exceed 1 A ft. tolerance. b. Horizontal alignment on a struct�ire shall be within ,0.1 ft tnlerance. c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and walkways shall be located within the confines of the site boundaries and, occasionally, along a boundary or any other restrictivc 1ine. Away from any restrictive line, these facilities should be staked with an accuracy producing na txaore than O.OSft. tolcrance from their specified locations. d. Underground and o�erhead utilities, such as sewers, gas, water, telephone and electric lines, shall be located horizontally within their prescribed areas or easements. Within assigned areas, these utilities should be staked with an accuracy producing no more than 0.1 ft tolerance from a speciiied location. c. The accuracy required far the �ertical location o£utilities varies widely. Many underground utilities require ozaly a minimum covcr and a tolerance of 0.1 ft. should be maintaincd. Underground and o�erhead utilities on planned proiile, but not depending on gravity flow for perFormance, should not exceed 0.1 ft. tolerance. B. Swveying instruments shall bc kept in close adjustment according to manufacturer's speciiications or in compliance to standards. The City reserves the right ta request a calibration report at any time and recommends regular maintenance schedule be performed by a certified technician every 6 months. 1. Field measurements of angles and distances shail be donc in such fashion as to satisfy the closures and tolcrances expressed in Part 3.1.A. 2. Vertical locatzons shall be established from a pre-established benchmark and checked by closing to a different bench znark an the same datum. 3. Constniction survey field work shall correspond to the client's plans. Irregularities or conflicts found shall be reported promptly to the City. 4. Revisions, corrections and other pertinent daia shaIl be logged for future reference. CITY OF FdRT WpRTH E. 1�lOATHSIDE 1]RIVE & COLD SPA[NGS ROAD ROU�ITIABOUT STANbARD CONSTRUCTIpN SPECINICATION DOCUMENTS 101584 Re�ised February 14, 2018 017123-7 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 3.� EXAMINATION [NOT USED] 3.3 PREPARATiON (NOT USED� 3.4 APPLICATION 3.� REPAIR / RESTORATION A. If the Contractor's work damages or destroys one or more of the control monuments/paints set by the City, the monuments shall be adequately re�erenced fo� expedient restoration. 1. Notify City if any control data needs to be restored or eeplaced due to damage caused during cor�struction operations. a. Contractor shall perform replacements and/or restorations. b. The City tnay require at any time a survey "Field Check" of any monument or benchmarks that are set be verified by Yhe City surveyors befoee further associated wark can move forward. 3.6 RE-INSTALLATION [NOT USED� 3.7 FIELD �o�] SITE QUALITY CONTROL A. It is the Contractor's responsibility to mazntain all stakes and control data placed by the City in accordance with this Specification. This includes easernents and right of way, if noted on the plans. B. Do not change or relocate stakes or control data without approval from the City. 3.8 SYSTEM STARTU� A. Survey Chccks 1. The City reserves the righi to perform a Survey Check at any time deemed necessary. 2. Checks by City personnel or 3rd pariy contracted surveyor are not intended to relieve the contractor of his�er responsibility for accuracy. 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 31� PROTECTION [NOT USED] 313 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTI�N Revision Log CTTY OI' PORT WORTI� E. NORTHSIDE PR1VE & COLD SPRINGS RQAD RQUNDABOI�T STANDARD CONSTRUCTION SPECIFICA7'lON DOCUMENT3 ]01584 Revised February 14, 2018 �17123-8 COi�lSTRUCTION STAKII�iC� AND SURV�Y Page 8 of 8 DATE NAME SUMMARY OF CHANGE 8/31/2012 D.Johnson Added instruction and modified measurement & payment ut�der 1.2; added $/31/2017 M. Owen definitions and references under 1.3; modified 1,6; added 1.7 closeout submittal requirements; modified 1.9 Quality Ass�rance; added PART 2— PRODUCTS ; Added 3.1 Tnstallers; added 3.S Repaie/Restoration; and added 3.8 System 5tartup. Removed "61ue texY'; revised measurcment and payment sections for ConstrucYion 5taking and As-Built Survey; added referenee to selection compliance with 'I'GC 2/14/2018 M 4wen 2254; revised action and Closeout submittal requiremenEs; added acceptahlc depth measurement criteria; re�ised list of items requiring as-built sur�ey "during" and "after" construction; and revised acceptable digita] survey file farmat CiTY OF ROR7' WORTH F, NOR'1'HS[DE DRIVF: & CqLD SPRII�lGS ROAD ROUI�bABOUT ST�\I�pARD CONSTRUCT[ON 5P}iCICICATION t�OCUMENTS �p� 58q, Revised kebruary 14, 2018 i li ---� .'. � ��. ._ .. .. - � � � k ��cti�n 0171 �3.0� � Att��h�e�t � Suruey �t�ki�� St��dards February 2Q17 O:�Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery�Cap Delivery Di� a1\0171 Z3.15.01_Attachment A_Survey Staking Standards.docx Page 1 of 22 These procedures are intended to provide a standard method far constructian staking ser�ices assaciated with the City of Fort Worth projects. These are not to be considered all inclusi►re, but only as a general guideline. For projects on TXf�Oiright-of-way ar through joint iXDOT participation, adherence ta the TXDO►Survey f�anual shall be followed and if a discrepancy arlses, the TXDOT manual shal! preva►l. (httpJ/ar�lin:manual� *x��* ov txdatmanuals1P�S�P �.�df) If you have a unique circumstance, please consult with the project manager, inspector, or sur�ey department at 817-392-79z5. �abie of Contents !. City of Fort Worth Contact Infarmation II. Construction Colors III. Standard 5taking Supplies IV. Sur�ey Equipment, Cantrol, and Daturrs Standards V. Water Staking VI. Saniiary Sewer Staking VII. Storm Staking VIII. Curb and Gutter Staking IX. Cut 5heets X. As-built 5ur�ey 0:�5pecs-Stds Governance Process�Te�nporary Spec Files�Capital Delivery�Cap Deli�ery Di� 01�01 71 �3.16.01_Attachment A_5ur�ey 5taking Standards.docx Page 2 of 22 I. Sur��v 9e�ar�tr�ent Coni�ct In�r�rr�a�ivr� Physical and mailing adcEress: 8851 Camp Bowie West Boulevard Suite 300 Fort Worth, Texas 76116 Office: (817) 392-7925 Survey 5uperintendent, direct line: (817) 39Z-8971 II. �onstr�u�tion Colo�s The foilowing colors shall be used for staking or identifying fieatures in the field. This includes flagging, paint af laths/stakes, paint of hubs, and any identificatian such as pin flags if necessary. Uiilify Color PROPOSEb EXCAVATION WHITE ALL ELECTRIC ANb CONDUITS .�[��oa� POTABLE WATER I�_=.' � GAS OR OIL V�E.I�OW TELEPMONE/FIBER OPTIC �RAfd�� SURVEY CONTROL POINTS, BENCMMARKS, PROPERTY CORNERS, RIGHT-OF-WAYS, AND PIf�K ALL PAVING IfVCLl1QING CURB, SIDEWALK, BUILDING CORNERS SANITARY SEW ER � ��r'� I��,, IRRIGATION AND RECLAIMED WATER Ilf. Standard Stakin� �uppli�s I�em f�inimum size Lath/Stake 36" tall Wooden F#ub (2"x2" min. square preferred) 6" tall Pin Flags (2.5" x 3.5" preferred) 21" long Guard Stakes Not required PK or Mag nails 1" long Iran Rods (1/2" or greater diameter) 18" long Survey Marking Paint Water-based Flaggir�g 1" wide Marking Whiskers (feathers) 6" long Tacks (for marking hubsj 3/4" long O:\Specs-Stds Governance Process\Temporary 5pec Files�Capital Delivery\Cap Deli�ery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx page 3 of 22 IV. Su�e��v ��uiprt��n�, �on�ral, �r�d �afu� ��nda�ds A. City Benchmarl�s All city benchmarks can be faund here: h+�e ��artworth� °- ¢��f%�*solutionJulsi Look far `Zoning Maps'. Under `l.ayers' , expand 'Basemap Layers', and check on 'Benchmarks'. B. Con�entional ar Rnbotit Total Station Equipment I. A minimum of a 10 arc-second instrument is required. II. A copy of the latest calibratian repart may be requested by the City at any time. It is recorrimended that an instrurnent be calibrated by certified tec�nician at feast 1 occurrence e�ery 6 months. C. f�etwork/V.R.S. and static GP5 Equipment I. It is critical that the sur�eyor rrer�fy the correct horizontal and �ertical datum prior commencing wark. A site calibration may be required and shall consist of at least 4 cantrol points spaced e�enly apart and in �arying quadrants. Additional field checks of the horizontal and vertical accuracies shail be completed and the City may ask for a copy of the calibration report at any #ime. II. Network GPS such as the Western Data Systems ar SmartNet systems may be used for staking of property/R.O.W, forced-main water lines, and rough-grade only. Rla GP5 stakin for concrete sanita sewer storm drain final rade or an�thin� that needs �ertical �radin� with a tolerance of 0.25' or less is allowed. D. Contr�l Points Set All control points set shall be accompanied by a lath with the appropriate Northing, Easting, and Elevation (if applicable} of the paint set. Control points can be set rebar, `X' in concrete, or any other appropriate item with a stable base and of a semi-permanent nature. A rebar cap is optional, but preferred i# t#�e cap is marked `control point' or similar wording. Datasheets are required far all contral points set. Datasheet should include: A. �lorizantal a�d Vertical Qatum used, Example: N.A.D.83, Narth Central Zone 4202, NAVD S8 Eie�ations B. Grid or ground distance. — If ground, pro�ide scale factar used and base point coordinate, Exam�le: C.S.F.=0.999125, Base point=North: fl, East=O C. Geoid model used, Example: GE41D7.2A O:�Specs-Stds Ga�ernance Process�Temporary 5pec Files�Capital Deli�ery�Cap �eli�ery 17i� 01�0171 23.16,Q�._Attachment A_5ur�ey Staking Standards.docx Page 4 of 22 �. Pre#erred Grid batum Although many plan sets can be in surface coordinates, the City's preferred grid datum is listed below. Careful consideration must be taken to verify what datum each project is in prior to beginning work. It is essential the surveyor be familiar with coordinate transformations and how a grid/surface/assurned coordinate system affect a project. Proiected Coordinate System: NAD_1953_5tatePlane_Texas_R�orth_Central_FIPS_4202_Feet Projection: Lambert_Conformal_Conic False�Easting: 1968500.00UOOOOp False_Northing: 6551666.66666667 Central Meridian: -98.500000Q0 Standard Parallel 1: 32.13333333 Standard Parallel 2: 33.96666667 Latitude_Of Origin: 31.66666667 Linear fJnit: Foot U5 Geagraphic Caordinate System: GC5_North_American_1983 Datum: D North American 1983 Prime Meridian: Greenwich Angular Unit: Degree Note: Regardless af wha# datum each particufar pro�Ect is in, deliverables t� t�ie City rr�ast be con�erted/translated into this preferred gr�d datum. 1 copy of the deliverabfe should be in the project datum (whate�e.r it may be) and 1 copy should be in the NAD83, TX North Central 42D2 zone. See Preferred Hle Namina Conventian 6elow F. Preferred Deli�erabfe �ormat txt .csv .dwg .jab G. Preferred Data Format P,i�,E,Y,D,I� Point Number, Northing, Easting, Ele�ation, Description, Notes (if appficabley b. Preferred File Naming Con�ention This is the preferred format: City Project Number_Description_Datum.csv Example for a project that has surface coordinates which must be translated: F'ile Z: C1234 As-built of Water on Main Street Grid NAb83 TXSP 4202.csv O:\Specs-Stds Governance Process\Temporary Spec Files�Capital Delivery�Cap Delivery Div Ol\0! 71 23.16,01_Attachment A_Survey Staking StandarcEs.docx Page 5 of 22 File 2: C1�34_As-built of Water on Main Street_Project 5pecific Datum.cs� �xampl� Conirol Stakes O:�Specs-Stds Governance Process�Temporary Spec FEles\Capital Delivery\Cap Deli�ery �iv 01�01 71 23.16.01_Attachment A_Sur�ey 5taking 5tandards.docx Page S af 22 � � � � � � � � � � w m � � � �._.. � �� _ � � J [17 w J C�1 � � � �' L� w m � � � � � � _ � � _ � _ . � � � � � � - � � J � J F— m � � O O � i � O � � � Li.l � �I, ��.... _ � ��. �� w � � � � � � � �P �� =�oaa.aa E=��aa.00 i L . � � I-� � � � � � � _ � � � � _ � � � _ � � � � L� JJ 3. � l � � � n � � � � !!. IAl��er S�aking Standards O:\Specs-Stds Governance process\Temporary Spec Files\Capital Delivery\Cap Delivery Di� 0�.\01 71 23.15.01_Attachment AµSurvey 5taking Stanclards.docx Page 7 af 22 A. CenYerline Sta�ing — S�raighg Line iangents I. Offset lath/stakes e�ery 200' on e�en stations II. Painted blue iath/stake only, no hub is required fll. Grade is to top of pipe (T/P} for 12" diameter pipes or smaller IV. Grade to flow line (F/L) for 16" and larger diameter pipes V. Grade should be 3.50' below the propased top of curb line far 10" and smaller diameter pipes V!. Grade should be 4.00' below the proposed top of curb line far 12" and larger diameter pipes VII. Cut Sheets are required an all staking and a copy can be recei�ed from the survey superintendent Optronal: Actual stakes shal! consrst of a 60D nail or hub set with a whrsker B. Centerline Sta�ing - Curves I. If arc length is greater than 100', POC (Point of Cur�aturej offset stakes should be set at a 25' intervaf I[. Same grading guidelines as aba�e III. 5taking of radius points af greater than 100' may be omitted C. Water RAeter Boxes I. 7.�' perpendicular offset is pre#erred to the center of the box ll. Center of the meter shauld be 3.0' behind the praposed face of curb III. Meter should be staked a minimum af 4.5' away from the edge of a dri�eway IV. Grade is to top of box and should be +0.p6' higher than the proposed top af curb unless shown otherwise on the plans D. Fire Fi�drants I. Center af Hydrant should be 3.D' behind proposed face of curb IL Survey offset stake should be 7.0' from the center and perpendicular to the cur� line Qr water main lll. Grade of hydrants should be +p,30 higher than the adjacent top of curb E. Water Valr►es & Vaults I. Offsets shduld be perpendicular to the propased water main II. RIM grades should only be pro�ided if on plans �X� 1� � e ll4laief $�� ke5 O:�Specs-Stds Go�ernance Pracess�Temporary Spec Files�Capital Delivery�Cap Deli�ery Div 01�01 71 �3.16.01_Attachment A Sur�ey Staking Standards.dacx Page 8 of 22 �� 4� l� Z� �� P� �� -- hU1 I � 1 �� ` � � � I � � � � I I � � - — r�� 3 �� ' o/s � w/� sr�= z+ao � c--a,s� �� ' � w � �. �. �� ; �� 1 � �� _ _ _ 7^ a� Y � � `� �' (]�� j�� STA-1�F72_87 F C-3_$1 � � �L � � L� W . � � � � � � �� ._,. � � � � � ��,� ��..� ,o,.,�� _ �� W � � � �L .. J�' ' � L_ � 555 1 � �� 1 _ " ' wl � � � � W � � d � � ; I� i � � � � � I I L � �l �- 3 -. �� ww f? � [? �4: C _ ^ :a � � z W �� . � � e � l � ' � � � � O � li. _ m � �' �k- � W � � � � �L ' �� W _ � � ^ � � d F p � 0 � -- ' 7C�7�� 1 � d,,�y D/� ��. WfL,� sra=o+aa�� c-3.7s �� -� - ` �`oL�il I , W �� LJ� � � I- � � Q � O J J [p .� � � m tn �,, `_' U � 4Q�� u i wta ",�- toa�• ��'�m � �` '� � Q¢�� a z q � � y,� � v � � �� J � W i m Q m � 7 2 VI. Sa�itary Sewer Stal�in� O:\Specs-Stds Go�ernance Pracess\Temporary Spec Files\Capitaf Delivery�Cap Delivery Di� 01�01 71 23.16.01_Attachment A_5urvey Staking 5tandards.docx Page 9 of z� A, Centerline 5taking — 5iraigh� Line Tangen�s I. In�erts shal! be field �erified and compared against the pians before staking I�. Painted green lath/stake VIlITH hub and tack or marker dot, na flagging requirec! III. 1 offset stalce between manhales i� manholes are 400' or less apart IV. Offset stakes shauld be located at e�en distances and perpendicuiar ta the centerline V. Grades will be per plan and the da�e of the plans used should be noted VI. If multiple lines are at ane manhoie, each line shall have a cut/fill and direction noted VII. Stakes at e�ery grade break VIII. Cut sheets are required on all staking Optianal: Acfua! stakes shpll consist of a 60D nai! or hub set with a whisker B. Centerline Staking — Cur�es I. If arc length is greater than 10p', POC (Point of Curvature) offset stakes should be set at a 25' inter�al II. Staking of radius points of greater than 7.00' may be orr�itted C. Sanitary Sewer flllanholes I. 2 offset stakes per manhoie for the purpose of pra�iding alignment to the contractar II. Flowline grade should be on the lath/sta�Ce for each flowiine and directian noted III. RIM grade should anly be on the stake when pro��ded in the plans Q:�Specs-5tds Go�ernance Process\Temparary 5pec Files�Capital Deli�ery�Cap Deli�ery Div 01\01 71 23.16.01_Attachment A_Survey Staking 5candards.dacx Page 10 of �� x�m�le �a�i��ry Se�+�r St�k�s � � � �� 4 � � � w � {/� k � 'r C, J �� .�� 'f 4� � ra�s � 'f �'^'h � � � � � E �" � } II � � � � %�f � � 7' J�/S � �� ll� Jf. �T�=3+�,� �I �vr c-¢� � �i e-�� C-o°t `� i � � ! �.'� � � � � �� , � k;�, :,, w � ., � ,� _.�,' � � 4 --- - a � _. 12`l {]�5 � �S II � JI STA�3+71� II � tn G-3� I� �= Q--3� II � �4� ! ,• i � � � � t� ��' ti 1 JL n�x� : +�� /—\ Q �F "1 W � �� L � I �f� ' � � � U' � �� . {�-�y � �� _ F i �J � �' �%� � $� II 3TA-1-t65'� �I � i"r�� ' . �� u y � � W I � � d + . � � 1 � � t�- � � � � , � n � t'� �' � � a �.. �� a � � � i�i „� ,,,�. 7 � Ww � zW � ��I , ��' c] �� ! � �� ya s; , � ,, �� C' � ''� O� ~� p� r� � l I � y .i y� �41 �� ]y} U�L � ��y` r�, � � � WQ Il1+ +�.a �+ � �+S_ � � � � � � F� ��, �� F =��[l �� _ �I � `] � �� ' � • 1 +J � � .� � - +•• • � ] . � �_ 1 j � .. ] J�/�, a, 6 �� 7�10/�.� �S� sr�.=w.oa?��Yc-s� 9h��'1 c-s�a F+4'�'' �� "'m rc �� W f�,:�, oz�� L. � �r,� { � �a�� 4� I� � m a �-, �... � = z ~ � � - �� { � i . k1 � � _� : 3 � � �t 2',� 4/s � ss � � �� . srn-�n+un �� c-�� J� �� s�� c-a� t •�� - W y�_ , I. �"� � 4 � I. �W "� a k o LL � r U.'� xrn � t w[k 4-'' y �O �� f G Y i`' � 4 � • �s �a �� " W � x� N � tfe a � � � 3 � 6 �0: F b:�Specs-Stds Go�ernance Process�Temporary Spec Files\Capital Deli�ery\Cap Deii�ery Di� 0�.\0171 23.16.01�Attachment A_Survey Staking 5tandards.docx Page 11 of 22 �II. Storrn Sewer � Inl�� 5�al�in� A. Centerline 5#aking — 5traight Line Tangents I. 1 o#fset staice every 200' on e�en stations fl. Grades are to flowline of pipe unless otherwise shown on plans III. Stakes at e�ery grade break IV. Cut sheets are required on afl staking Optional: Actual stakes shal! consist af a 60D nail or hub set wirh a whisker B. Centerline Stal�ing — Curves I. If arc length is greater than 100', POC (Point of Cur�aturej affset stakes should be set at a 25' interval II. Staking of radius points of greater than 100' may be omitted C. Storm Drain Inlets 1. Staking distances should be measured fram end of wing il. Standard 10' Inlet = 16.00' total length III. Recessed 10' Inlet - 20.�0' total length IV. Standard doub�e 10' inlet = 26.67' total length V. Recessed double 10' inlet = 30.57' totai length D. 5torm Drain iillanholes I. 2 offset stakes per manhole for the purpose of pro�iding alignment to the tontractor il. Flowline grade should be on the lath/stake for each flowline and direction noted III. RIM grade should only be an the stake when pro�ided in the plans O:�SPecs-5tds Governance Process�Temporary Spec Fifes�Capital Delivery�Cap belivery Di� 01�0171 23.16.01 Attachment A_Sur�ey Staking 5tandards.docx Page 12 af �2 �x�r�ple S�orm Inl�t Stakes FRC�NT {51aE FAC1�1G �} Bf�� (g0E FF�CiNG fl.RW.� R417f # � k�'! +� I e �•- -- F! d � • _ ,.�iH TFa. — — 6rE(� CF CURF - — — — — FLC//�LINE — — EDGE �F PAV6AEMT a � � � n m 0 � � r 1 � yy�� f�� .,w�r._—__ � .._.'_. I*1 �,w t _ „,.�. ,A BEING 37Pktp .~ ! � -i $ iW�.�r srnnoN � p�- wo�o oH a�r,rvs� � T Ci '4Eh��..:1FlE5 GRAf7� �� ;. „r . et �P� � + 0 � � f �, �t'..,� n. c� � rx � � ��i�t {SOE F.40NG R.O:W_� F•-INl � i HU6 ElEYA�ION o�i �, � 0 � � �� n � � � � � � � �i � A � ��EhI11FlC. YAiIC�: � EN� OF TN� hhlM:: �� 9� 't ^s'1'� '} I� t �I Tf� � + 0 � �� -a � _ diSTANCES FdR INL.ETS . SfAHGARQ 10� - 16� RF��SSEa 10" - �U .�r'I'AHDARfJ ppJBL.E Y4' - 25.6Y ,_..PEC�S��I7l7JBLE 1Q�-:16_6� ��------------•--•� �`-�. — ` .� __ ... _ .-._ ^ �ti � � � � 8rIC3< i7F" INLET F� I . . •� e �. ' ' �. I � +a " .� �. � �i :�: y'..: i: " ; ,,. . � �� 3: �I �, • �I �I - F�a�€tr��u� . # 41 � I • �� etEn� r� :A �` I , . .: � �SYIN{`a�� a'R �'4 �.: J i � � t.• : i _ • ,i FA�� C}F It�L@T PACE CFTRdLET enr,� nr' r�rs+r�lEr�7 EdC£ OF PA4E�iEMT O:�Specs-Stds Governance Pracess�Temporary Spec Files�Capital Delivery\Cap Delivery Di� 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 13 of 22 FRQN T �si�E F��i�v� �.) _ B.��i; �F GUR9-- — — — FE�YA.JNE -- — — EOGE S?F PRI+EMF.Ni VIIL �urb and �u�ter Stakin� A. Centerline 5ta�ing — 5traight Line Tangents V. 1 offset siake e�ery 50' on e�en stations VI. Grades are to top of curb unless otherwise shown on plans VII. Stakes at every grade break VIII. Cut sheets are required on all staking Optronal: Actual stakes shall consrsr of a 60D nail or hub se[ wi�h a whisker B. Centerline Sta�ing — Cur�es IlI. If arc length is greater than 100', POC (Point o# Cur�ature) affset stakes should be set at a 25' inter�al IV. Staking of radius paints of greater than 100' may be omitted O:�Specs-5tds Go�ernance Process�Temporary 5pec Files�Capital Deli�ery�Cap Deli�ery Di� 01�0171 23.16.01_Attachment A_Survey Staking 5tandards,docx Page 14 of 22 �xam I� Curb � �u��r S$akes FRDNT �si�� acir�� FR�NT (SIDE FACING �] �Q 4 0 -- • � FRONT ... ..,,o (SDE FRCINC �j !NT *+" FR DNT �.9'rrc�vr O {�DE FACING �} � f _ � w 9 � ' � {�' � A Pl � t] + ��i� � � 4 T�: � (siaE €�.�cin�� .a,w) � t �_ � ,. r��. 4 Q � P NUB ELEv� �. P^ r O � s�c� � �ac� � � y + � N I13 i � � �� i �t � � � � � 3 [ � � � � � E � � „_ b �T� � ; �. � I I lI I � ru ,n:i. � -- --�Ill F}�I IS �i � � _ .. ._. _._ - -- - -- i � y � F�iti �- �1�ii ' �� r � f i � � 4 _ '�`�,�� ,!r' �1 � �+ — � _ -� � �-�.; � � � � � f� �s � r r � ``��: ,, �� .� ` �� ,.� � �.�3'th �.. ,,.� � r i � � f f I � � --''_. � �' � � � I -,— �— Ti]P OF" C€JRB -"� ' � �l _ . �. r " _'" l�'� `�'"' F f / "'`.�� —. _ ,Y _ �� Y{� � � �c� _ _ �� - � {f �'T - r � F �.�a�� ` �: ~— - - - �-- _ ��~�� . � ~ �� i � -- - ;�� . � �� c�� cu�� i i .� �� ----�-�' �{� t F�C74�.iNE Ed�E i�F �t1VEhiENT �xannple �urb 8� �u��r Stakes at Int�rs�etion O:\Specs-5tds Governance Process�Temporary 5pec Files�Capital Delivery�Cap Delivery Di� 01�01 71 23.16.D1_Attachment A_5urvey Staking Standards.docx Page 15 of 22 � . � c� � � � �� 16' 4J5� m� STA=z+so II F F+O� � � w � � r~n .. ,C� l � e ._.._ Q -� o rG� a 4 — -- �' — — � � � f�W _�� O �� {.�_ � ` m i _.. eano �o �ade � -- -- o-E — � Yr� r � f- �n � F -__ �' 4l '�� O:�Specs-Stds Go�ernance Pracess�Temporary Spec Files�Capital Deli�ery\Cap Deli�ery Di� 01�a1 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 16 of 22 13�. Cui; Shee�s A. Date of field work B. Staking Methad (GPS, total stationj C. Project Name D. City Project Number {Example: Ca1234) E. Location (Address, crnss streets, GP5 coordinate) F. 5urvey campany name G. Crew chief name H. ,a blar�k t�mplai. ean o� �b`ai :?d from thE sur►ray s�p�rintend.��t (s: y it.ern I abo�e) S�ar�dard �;i�� Cu� Shee� �ate: ❑ TOTAL 5taking f�IYethod: ❑ GPS STATION �OCAifONl: City Project Numbee: Praject Name: ❑ OTHER COPlSULT�eI�'TICOPl7F�°►CTOR SURV�Y C�E{iill IfVIiIALS �LL GRld��S AFZ� i0 FLO�LIAlE OR TOP O�' CUR� UPlL�SS O�'b�RWIS� IVO�C�. PT # STATION OFFSE7 DESCRIPTION PROP. STAKED _ CUT + FILL -LT/+R7 GRADE ELEV. O:\Specs-Stds Governance Process�Temporary Spec Files�Capital Delivery\Cap Delivery Div D1\0171 23.16.01_Attachment A_Survey 5taking Standards.docx Page 17 of 22 X. As-buil� Surve�+ A. Definition and Purpase The purpose of an as-built sur�ey is to verify th� asset was installed in the praper location and grade. Furthermore, the inforrrtation gathered will be used fo suppfement the City's GIS data and must b� in the proper format when submitted. 5ee section IV. As-built survey should include the following jadditional items may be requested}: Manholes Tap of pipe elevations every 25Q feet Horizontal and vertica! points of inflection, curvature, etc. (A!1 FittingsJ Cathodic proteci-ion test statians Samplrng stations Meter boxes/vaults (A!1 sizesJ Fire lines Frre hydrants Ga�e valves (rim and top af nutJ Plugs, stub-outs, deaa`-end lrnes Air Release valves (Manhole rim and vent prpeJ Blow off valves (Manhole rim and valve IidJ Pressure plane valves Cleaning wyes Clean outs Casirrg prpe (each endj lnverts af pipes Turbo Meters 0:�5pecs-Stds Go�ernance Process�Temporary Spec Files�Capital �eli�ery�Cap DeG�ery Di� Q1�41 71 23.16.01_Attachment A_5urvey Staking Standards.docx Page 18 of 22 B. Example Deliverable A hand written red line by the field surveyor is acceptable in most cases. Thfs should be a copy of the plans with the point number noted by each asset. If the asset is missing, then the sur�eyor should write "NOT FOl`N�" to notify the City. O:\Specs-Stds Governance Pracess\Temporary Spec Files�Capital Delivery�Cap Delivery Di� 01\01 71 23.16.01_Attachment A_5urvey 5takir�g Standards.dacx Page 19 of 22 I �... ,� .S� • _' I ' � I$S n � _ .. _. _ _ _ _' i1 � �t9 2�. I� 3 =:Ilgi:� 0 �e13!!E �g f �19€ S e'"�ILL LI��',� � � �} F' ' '�i�l s� � 3 ti� �Y � �� J i� = � �i! a ff �' , . 9 . ��ag�gs �s '�' I I I Y • -' � - • � ! - � . �" `��i�g . "A ' �g {)`� � � °� �� •�. 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' — -- '�I r — 3 I � I I I Ic�� 15� I - r I' � �� {r i' `�� ,i � ,: . � ,�� - ..r + � .�%' �� t:� i1t� �' �' ! �, — --� r� f�,� _ -. ,'f.ti�:tasl �� i;' � � : .�"a"� � ��' �Yr �` s �� '�:�� ' �� , �:I, I �" � I� ' --�.:.tiw,y .: -- - {��-�— - t � { � �� :: I,�, � * ;,� . �, � ir 4 � . _--�i . yy�� ? . . tr� � +�! � �6 � . I�..,�� .f i F r-~-~~ ,; � ` " , - � " V :',�,=� � { �.y4, � ,�� . . ,. -r � ,\'� � �. �,'.�,� " yt klia+ T "�..I' . . ;'i;ls'I ' .. , ` . ' ' � . ,.�h � .��i7:4 �. ��al �-, �_. '�Y',. I ' �,� ,. 'i . . :..x'.: ' , J �-'��'i�,. , ,s.,I �I '. .i" r. -r.1'� 'i� 'P : . , : . . r !' ... . .. _. . . ��;� . . . ,. .� � ' 1�� I . � , { a. �`�i . a�` \ \~ ' I�{M iF�:i�I� }f+� I{' � 'rI�r'"�,�� \�`�J`7/^ — . . . �_� - — �1 �4t+ S' �I ` I � `��(` `\� _" � �� ] i � _ _ _ . �. !,:_ � " _ "_ _' _' ` • � I . ' "ri ' ' ry � � � — "'-'-- — — '_ � s f. � O:�Specs-Stds Governance Process�Temparary Spec Files�Capitaf Deli�ery�Cap Delivery I]iv 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 2Q af 22 � 1SWL fk'!LY.N74V! RR7 � � lPWL fFLVlP ARJ lE'N'.6ER BLK 6 '`� !AT E � x�:"'ai�, � e xo�m �q � ��'��ttrl /I�IKNE EX15T. � I�W/Q"£R 94 � �� iPA4B �Q �ii91+09iT1 . z�' O � ` � �� . .. ��Y�� Sl'h 03l1U -� !2'ii'L fFlflYtl A4! RF117VE & SAIYi�E £XIST. 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Ft24SV£kl:F�NA �.sa.aturhum,earr.a+a N�litl1'l�9q cavr�,rrsuc � 225631530V2 +�•' aGavi� -..-.�r... - STA da'A7,Up -!T 17L 1FlfA'D Q`� �A �'�� `� INS7'� liY5i�G F/?°4LRST1'!0 SIEkY£ hlP4�YFJn:6 51' Li Oe� !P'li�ArER P1PE fh6�4Y0555447 LU:'Nk7:T TO EX157:T,�'IJATER E2�JPEf3 A•59471A59"[19 ""�''� E122A3i0HA136 'y!'LAl : EF1'0 PR�7�'OSEO 5ANITARY : S�E SHEE \ r. O:\Specs-Stds Governance Process�Temparary Spec Files\Capital Delivery\Cap Delivery Div 01�01 71 23.15.01._Attachment A_5urvey Staking Standards.docx Page 21 of 22 §� ��° ��N � �� i . ' ��.� ..�8 �, p :. . I . _'� I _ 0.�p �� Y �� '"v g. r:i 2�� 4a@ � I ; Y �g� h� ;F � '{,� k�� x rt q @g �$ , Y F' g� 62 � . � �� _ �� .i ';� ,: g ' 4 - '�� .I� $�k',°`• ;.�� ,xj��j y E „r. , �� I _— dd��d�' ttde �F 'Elln y�.�^� s� �' � gJ` � '�J! F� �"F � `II I 4 ' � � ...�CS'll ';M' E .,t' � � .: -�;_ �,�I�� :�� j �"�� ;�:i; �'r� �'` ��k�� I il I�I' I F �� I� ,i . ' . � ..�.. 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This is just an example and afl this informatian should be noted when delivered to the City so it is clear to what caordinate system the data is in. POIN7 NO. 1 2 3 4 5 6 7 S 9 ia 11 12 13 �4 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 4� 0.2 43 44 45 46 NQRTMING fi9452$7,189 �i9R526D.893 69463fl7.395 6946220.582 5946195.23 6946190,52$ 6446136.012 6946p02.267 69460d3.Q56 6945984.577 69A5986.A73 5945895.077 69Q5895.591 fi945934.286 fi945936.727 6945835.678 694581i.A88 6945759.776 69A5768.563 6945743.318 6945723.219 6945682.21 5945621,9D2 fi94S 643.4�7 b945571.059 5945539.498 69455?9.834 69454I7.879 69ASASfi,557 69453$7.35fi 6945370.588 69453&3.53 fi9a5321.27.8 6945319.365 6945242.289 5945233.624 5945206.483 5945142.015 6945213.AA5 6945043.02 69ASOQ1.024 5945038.878 69ASnD6.397 fi944944.78 z 69A4443.432 6844$60AZ6 EA5TING �LEV 2 i96074.1G5 2296062.141 2296038.306 �z9Ga11,025 2296D15,116 229602 Z.721 229599Z.I15 2235919.133 z245933.418 2295880.52 2i95869.892 2295860.962 2295862.188 2295841325 2295830.442 2295799J07 229582 i. fl11 2295758.643 2295778.A24 2235788.392 2295i54.394 2295744.22 2295669.471 2795736.03 2295655.195 2295657.803 22gssi9.as 2295586.27 2295643.145 2295597.101 22956Qb.793 2295610559 22�J5551.145 2295539.7Z8 2295576.7i5 229554A.626 2295529.305 2Z95557.866 2295520.335 2 Z95527.345 2295552.675 2Z95552.147 2295518.135 2295520,635 2295556.479 229553A.397 l7ESCRIPTION 726.U9 55�1+1H RIM 725.668 GV RIM 726.85 GV RIM 723.358 SSMH ftlM 722.123 GV RIM 72a,325 FH 719.448 WM I2�M 713.331 W{N RINi 713.652 CO RIM 711.G62 SSMH RIM 710.Q46 WMliIM 707.�2 WM itlM 7D8.205 WM RIM 7D9.467 WM RIM 7i0A84 CO RIM 7D7.774 SSMW RIM 708.392 SSMH RiM 711.218 5SMH RiM ' 770.�86 GV RIM 710.531 GV RIM 712.849 GV R3M 716,686 4NN! RIM 723.76 WM RIM 719.737 CO RIM . . 727.514 SSNtH RIM 729.123 WM RIiUI 73%.689 WM RIM . 7R0.521 WM RIM 736.451 CD Rlivl 7A0.756 GV RIM 740.976 GV RIM 740.408 FH 746.34 WM RIM 746.777 CO RiM 748.454 WM RIM 749.59 55MH NIM 751.058 WM f{IM 750.853 WM RIM 751.871 WM RIEVI 752.257 S5MH RIM 7S1J9 WM RINI 751.88 WM RIM 752.615 WM RIM 752.801 WM RIM 75Z.156 WM RIM 752.986 S5MH RIM � . _ �� . �{ : �;� i •s,�� ip dx t= . •,�4.: �:�Specs-Stds Go�ernance Process\Temporary 5pec Files�Capital Deli�ery�Cap Deii�ery Di� 01�0171 23.16.01_Attachment A_Sur�ey 5taking Standards.docx Page 24 of 24 C. Ofiher preferred as-built deliverable 5ome vendors have indicated that it is easier to defiver this informatian in a different format. Below is an example spreadsheet that is also acceptable anc! can be obtained by request #rom the survey superintendent. O:�Specs-Stds Governance Process\Temporary Spec Files\CaPital Delivery�Cap Delivery Di� 01\01 71 23.16.01_Attachment A_Sur�ey Staking 5tandards.docx Page 25 of 2S O:\Specs-5tds Go�ernance Process\Temparary Spec Files\Capital Deli�ery�Cap Deli�ery Di� 41\01 71 23.16,Q1_Attachment A_Survey Staking Standards.docx Page 26 of 26 017423-1 CLEATiTNG Page I of 4 SECTION fl1 i4 �3 CLEANING PARTI- GENERAL 1.1 SUMMARY A. Section Includes: 1. Intermediate and final cleaning for Wark not including special cleaning of closed systems specified elsewhere 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 �— Bidding Requiremenis, Contract Forms and Conditions of #he Contract 2. Division 1— General Requirements 3. Section 32 92 13 — Hydro-Mulching, Seeding and Sodding 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Paytnent 1. Wark associated with this Item is considered subsidiary to the various Items bid. No separate payment wil� be allowed for this Item. 1.3 REFERENCES [NOT U5ED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Scheduling 1. Scheciule cleaning operations so that dust and other contaminants disturbed by cleaning process will not fatl on newly painted surfaces. 2. Schedule fnal cleaning upon completion of Work and iz�atnediateIy prior to final inspection. 1.� SUBMITTALS [NOT USED] 1.b ACTIQN SUBMiTTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUSMITTALS (NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 STORAGE, AND HANDLING A. Storage and Han�ling Requirements 1. Store cleaning products and cleaning wastes in containers specifically designed for those materials. CITY OF FORT WORTH E. NORTHSIDE DRI VE & COLD SPRII�GS ROAD ROUNDABOUT STANDARD CONSTAUCTION SPFCIFICATIQN DDCUM�NTS 101584 Revised July I , 2011 01 74 23 - 2 CLSANIIVG Page 2 of 4 1.11 FIELD �SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART2- PR�DUCTS 2.1 OWNER-FURNISHED [ox] QWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A. Cleaning Agenis l. Campatible with surface being cleaned 2. New and uncontaminated 3. Far manufactured suz-faces a. Material rccammended by manufacturer �.3 ACCESSORIES (NOT USED] 2.4 SOURCE QUALITY CONTROL �NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED� 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATIQN [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED� 3.G RE-INSTALLATION [NOT USED] 3.i FIELD [ou] SITE QUALITY CONTROL (NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING A. General 1. Prevent accunaulation of wastes that crcate hazardous cvnditions. 2. Conduct cleaning and dispasal operations to comply with laws and safety orders of governing authorities. 3. Do not dispose af volatile wastes such as mineral s�irits, oil or paint thinner in storm ar sanitary drains or sewers. 4. Dispose of degradable debris at an approved solid waste dispasal site. 5. Dispose of nondegradable debris at an approved soIid waste disposal site vr in an alternate manner approved by City anc� regulatory agencies. CITY OF FORT WORTH E. NORTHSIDL DRl VE & COLD SYRtNGS ROAD ROUNDABOUT STANDARD COIISTRUCTIOI�i SPF',CIFICATIaN DOCiJM�NTS 1�1584 Revised July 1, 2011 017423-3 CLEANING Page 3 of 4 6. Handle materials in a controlled rnanner with as few handlings as possihle. 7. Thoroughly clean, sweep, wash and polish all Work and eyuipment associated with this project. 8. Aemove all signs of temparary canstruction and activities incidental to construction af required permanent Work. 9. If proj ect is not cleaned to the satisfaction of the City, the City reserves the right to have the cleaning completed at the expense of the Contractor. 10. Do not burn an-site. B. Intermediate Cleaning during Construction 1. Keep Work areas clean sa as not to hinder health, safety or convenience of personnel in existing facil�ty operations. 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 3. Confine constructian debris daily in stratcgically located container(s): a. Cover to prevent blowing by wind b. 5tore debris away from constructian or operational activities c. Haul from site at a minimum 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 Aceeptance. 5. I'rior to storm events, thoroughly clean site af all loose or unsecured items, which may become airborne or transported i�y flowing water during the storm. C. Interior Final Cleaning 1. Remove grease, mastic, adhesives, dust, dirt, stains, fingexprints, labels and other foreign materials from sight-exposed surfaces. 2. Wipe alI lighting fixture reflectors, lenses, lamps and trims clean. 3. Wash and shine glazing and mirrors. 4. Polish glossy surfaces to a clear shine. 5. Ventilating systems a. Clean permanent filters and replace disposable filters if units were operaied during construction. b. Clean ducts, biowers and coils if units were operated without iilters during conshuction. 6. Replace all burned out lamps. 7. Broom clean process area flaors. 8. Mop office and control room floors. D. Exteriar (Sitc or Right of Way) Final Cleaning 1. Remove trash and debris cantainers from site. a. Re-seed areas disturbed by location of trash and debris containers in accordance with Section 32 92 13. 2. Sweep roadway to remove alI rocks, pieces of asphalt, concrete or any other object that may hinder or disrupt the flow of traffic along the roadway. 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, junction boxes and inlets. C1TY QF FORT WpRTH E. NORTHSIDE DRIVE & COLD SPRINGS ROAD ROUNDABOU7' STANDARD CONSTRUCTION 5PECIPICATION DOCUMENTS 101584 Revised iuly 1, 201 I 01 74 23 - 4 CLN AN1NG Page 4 of 4 4. If no longer required for maintenance of erosian facilities, and upon approval by Czty, remove erosion control frorn site. 5. Clean signs, lights, signals, etc. 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.1� PROTECT�QN �NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Aevision Lag DATE NAME SUMMARY OF CHANGE CITY OF F�RT WbRTH E, NpRTHS]DE DRIVE & COLD SP3ZINGS ROAD KOIJNDABOUT STANDARD CONSTRUCTIOt�! SPECIFICATION DDCUM�NTS ]O15$4 Revised July 1, 2011 O17719-I CL05EOUT REQUIREMENTS Page 1 of 3 SECTION O1 77 19 CLOSEOUT REQUIREMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: I. The procedure for closing out a coniract B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Seciions include, but are not necessarily limfted to: 1. Division 0— Bidding Requiremcnts, Contract Forms and Conditions of the Contract 2. Divisian 1— General Requirements 1.� PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Wark associated with this Item is considered s�bsidiary to the various Items bid. No separate payment will be allowed far this Item. 1..3 REFERENCES [NOT USED] 1.4 ADMIN�STRATIVE REQUIREMENTS A. Guarantees, Bonds and Affidavits 1. No application far final payment will be accepted until all guarantees, bonds, certificates, licenses and affidavits required for Woric or equipanent as speci�'ied are satisfactorily filed wi�h the City. B. Release of Liens or Claims 1. No application for final payment will be accepted until satisfactory evidence of reiease of Iiens has been submitted to the City. 1.� SUBMITTALS A. Submit all required documentation to City's Project Representative. CiTY OF FpRT WRRTH E. NORTHSIDE DRiVE & COLD SPRINGS ROAD ROUNDABOUT $TANDARD CONSTRUCTION SPECTFICATION DDCUM�NTS 101584 ltevised luly 1, 2011 017714-2 CLOSEOUT REQUIRCIVIENTS Page 2 of 3 1.6 INFORMATIONAL SUBMITTALS �NOT USED] 1.7 CLOSEOLTT SUBMITTALS [NOT USED] PART 2 - PRODUCTS [NOT USED� PART 3 - EXECUTION 3.1 INSTALLERS (NOT U�ED] 3.2 EXAMINATION [NOT USED� 3.3 3.4 PREPARATION [NOT USED] CLOSEOUT FROCEDURE A. Prior to requesting Final Inspectian, submit: 1. Project Record Documents in accordance with Section 01 78 39 2. Operatian and Maintenance Data, if required, in accordance with Section Ul 78 23 B. Prior to requesting Final Inspection, perforna final cleaning in accordance with ,Section O1 74 23. C. Final Inspection 1. After final cleaning, provide notice to the City Project Representative that the Work is compieted. a. The City will make an initial Pinal Inspection wiEh the Contractor prresent. b. Upon completion 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, immcdiately undertake the Wark requircd to remedy deficiencies and camplete the Work to the satisfaction of the City. 3. Upon complction of Work associated with the items listed in the City's written notice, inform the City, that the required Work has been completed. Upon receipt of this notice, the City, in ihe presence of the Contractox, will make a suhsequent Final Inspection of the project. 4. Provide all special accessories required ta place each item of equipment in full operation. 'I'hese special accessory items include, but �re nat limited to: a. Specified spare parts b. Adequate oil and grease as requircd for the first lubrication of the equipment c. Initial fi11 up af all chemical tanks and fuel tanks d. Light bulbs e. Fuses f. Vault keys g. Handwheels h. Other expendable items as r�quired for initial start-up and operation of all equipment D. Notice of Project Campletion CITY OF FpRT WORTH F., NORTIISIDE DR[VE & COLD 5YRINGS ROAD ROCINDAI30UT STANDARD CONSTRUCTION SPECIFICA'I'ION DOCUMENTS 1O1584 Revised July E, 2011 01 77 19 - 3 CL05�OUT REQUIREIvfENTS Page 3 of 3 1. Once the City Project Representative finds the Work subsequent to Final Inspection to be satisfactory, the City will issue a Notice of Project Completian (Green Sheet). E. Supporting Dacumentation 1. Coordinate with the City Project Represeniative to co�nplete the following additional forms: a. Final Payment Request b. Statement of Contract Time c. Affidavit of Payment and Release of Liens d. Consent of Sureiy to Final Payment e. Pipe lZeport (if required) f. Contractor's Evaluation of City �;. Performance Evaluation of Contractor F. Letter of Final Acceptance 1. Upon review and accepiance of Noiice of Project Completion and Supporting Dacumentation, in accordance with General Conditions, City wili issue Letter of Fina1 Acceptance and release the Final Payment Request for payment. 3.� REPAIR / RESTURATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.i FIELD [aR] SITE QUAL�TY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.l l CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 313 MA�NTENANCE [NOT USED] 314 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH E. NORTHSIDE DR1VE & COLD SPRII�GS ROA� RpUNDABpUT STANDARD CONSTRUCTIO� SPECIFICATION DOCUMCNTS 101584 RevisedJaly !, 201 I 01 78 23 - 1 OP�RATION AND MAINTENANCE DATA Page ] of 5 SECTION O1 �'� 23 OPERATION AND MAINTENANCE DATA PART1- GENERAL 1.1 SUMMARY A. Sect�on Includes: 1. Product data and relaied information apprapriate far City's maintenance and operation of products fuz-nished under Contract 2. Such products may inciude, but are not limited ta: a. Traffic Controllers b. Irrigation Contrvllers (to be operated by the City) c. Buttexfly Valves B. Deviations fra�ra this City af Fort Worth Standard Specification 1. Nane. C. Related Specification Sections include, but are not necessarily limited ta: 1, Division 0— Bidding Requirements, Contract Forms and Condiiions of ihe Contract 2. Di�ision 1— General Requirements 1.� PRICE AND PAYMENT PROCEDiTRES A. Measurement and Payment 1. Work associated wiih this Item is considered subsidiary to the �arious Items bid. No separate payment will be allowed for this Item. 1.3 R.EFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Schedule 1. Submit manuals in final form to the City within 30 calendar days of product shipment to the project site. 1.5 SUBMITTALS � A. Submittals shall be in accordance with Section Ol 33 00 . All submittals shall be approved by thc City prior to delivery. 1.6 1NFORMATtONAL SUBMITTALS A. Submittal Form 1. Prepare data in form of an instructional manual for use by City personnel. 2. Format a. Size: 8% inches x 11 inck�es b. Paper 1) 40 pound minimum, white, for typed pages 2) Holes rein%rced with plastic, cloth or metal c. Text: Manufacturar's printed data, or neatily typewritten CITY OF FORT WORTH E, NpRTHSIllG D1tiVE & COLll SPRINGS ROAD ROUNDABO[7T STANDARD CO[dSTRUCTION SP�CIFICATION DOCUM�NTS ]0158a Revised i�ecember 20, 2012 01 78 23 - 2 OPERATION AND MAINTENANCE DATA Page 2 of 5 d. Drawings 1) Pr�vide reinforced punched binder tab, bind in with text 2) Reduce larg�r drawings and %ld to size of text pages. e. Provide fly-leaf for each separate product, ar each piece of operating equipment. 1) Provide typed description af product, and majar component parts of eyuipmeni. 2) Provide indexed tabs. f. Cover 1} Identify each valume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". 2} List: a) Title of Project b) Identity of separate structure as applicable c) Identity of general subject matter covered in the manual Binders a. Commercial quality 3-ring binders with durable and cleanable plastic covers b. When multiplc bin�ers are used, correlate the data into related consistent groupings. 4. If available, provide an electronic form of the O&M Manual. B. Manual Content Neatly typewritten table ofcontents foe each volume, arranged in sysiernatic order a. Contractor, name of responsible principal, address and telephone number b. A list of each product required to be included, indexed to content of the volume c. List, with each product: 1) The name, address and telephone number of th� subcontractor or installer 2) A iist of each praduct required to be included, indexed to content of the volume 3) Tdentify area of responsibility of each 4) LQcal source of supply for parts and replacement d. Identify each product by praduct name and other identifying symbols as set forth in Coniract Documents. 2. Product Data a. IncIude only those sheeis which are pertinent to the specific product. b. Annotate each sheet ta: 1) CIearly identify speciiic product or part installed 2) Clearly identify data applicable to installation 3) Delete references to inappiicablc informaiion Drawings a. b. Supplement product data with drawings as necessary to clearly illustrate: 1} Relations of component parts of equipment and systems 2) Control and flow diagrams Coordinate drawings with information in Project Record Documents to assure correct illustration of completed insiallation. 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 separat� headings for different proced�res. b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH E. NORTHSIDE DRIVE & CO1,D SPRINGS ROAD RQUNDABQUT STAIVDARD CONSTRUCTIQI+! SPECIP'ICATION bOCUMENTS 14I584 Revised December 20, 2412 oi�8z�-� OPERATIaN AND MAINTENANCE bATA Page 3 of 5 5. Capy oieach warranty, bond and ser�ice contract issued a. Provrde information sheet for City persannel giving: 1) Praper procedures in event of failure 2) Instances which might affect validi�y of warranties or bonds C. Manual for Materials and Finishes 1. Submit 5 copies of compl�te manual in final £orm. Content, for architecturai products, applied materials an;d finishes: a. Manufacturer's data, giving full infarmation on products 1} Catalog numbez-, size, composition 2} Color and texture designations 3) Infarmation required for reordering special manufactured products b. Instructions for care and maintenance 1) Manufacturer's recommendation for types of cleaning agents and methads 2) Cautions against cleaning agents and methods which are detrimcntal to product 3) Recommended schedule far cleaning and maintenance Content, for moisture protection and weather exposure products: a. Manufacturer's data, gi�ving full in%rmatian on products 1) Applicable standards 2} Chemical composition 3} Details of installation b. lnstructions for inspection, maintenance and repair D, Manual for Equipment and Systerns 1. Submit 5 copies of complete manuaI in final form. 2. Content, for each unit af equipment and system, as appropriate: a. Description of unit and camponent parts 1) Function, normal operating characteristics and limiting conditions 2} Performance curves, engineering data and tests 3} Complete nomenclature and commercial number of replaceable parts b. Operating procedures 1) ,5tart-up, break-in, routine and normal operat�ng instructions 2) Regulation, control, stopping, shut-down and emergency instructians 3) Sutnmer and witlter operating instructions 4) Special operating inst�uctions c. Maintenance procedures � e. f. g- h. �) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Alignment, adjusting and checking Servicing and lubricatian schedule 1} List of lubricants required Manufacturer's printed operating and maintenance instructions Description af sequence of operation by control manufacturer 1) Predicted life of parts subject to wear 2) Items recommended to be stocked as spare parts As installed controZ diagrams by controls manufacturer Each contractor's coardination drawings 1) As installed color coded piping diagrams CITY OF FQRT WORTH E. l`ORTHSIDE DRIVL & COLD SPRII�lGS ROAD ROITNllABOUT STAN�ARD CDNSTAUCTION SPECIPICATIO�1 DOCUMENTS 101584 Revised December 20, 2012 01 78 23 - 4 OP�I2ATION AND MAINTENANCE DATA Page 4 of 5 i. Charts of valve tag numbers, with lacatian and function of each valve j. List af original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be nnaintained in storage k. Other data as required under pertinent Sections of Specificatians 3. Content, far each electric and electronic system, as appropriate: a. Description oi system and component parts 1} Function, normai operating characteristics, and limiting canditions 2} Performance curves, engineering data and tests 3} Complete nornenclature and commercial number of replaceable parts b. Circuit directories of panelboards 1) Elec�rical service 2) Controls 3) Communications c. As installed color coded wiring diagrams d. Operating procedures 1) Routine and normal operating instructions 2} Sequences required 3} Sp�cial operating instructions e. Maintenance procedures 1) Routinc operations 2) Guide to "trouhle shooting" 3) Disassembly, repair and reassembly 4) Adjustment and checking f. Manufacturer's printed operating and maintenanec instructions g. List of original manufacturer's spare parts, manuiacturer's current prices, and recommended quantities to be maintained in storage h. Other data as required under pertinent Sections of Specifications 4. Prepare and include additional data when the need for such data becomes apparent during instruction of City's personnel. 1.7 CLOSEOUT SUBMITTALS (NOT USED] 1.R MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSi]RANCE A. Provide operation and maintenance data by persannel with the fallnwing criteria: 1, Trained and experienced in maintenance and operatian of described products 2. Skitled as technical wriier to ihe extent required to communicate essentiai data 3. Skilled as draftsman competent to prepare required drawings CITY OF FQRT WORTH E. NORTHSIDE DRIVE & COLD SPRINGS ROAC] ROUNDA[30FJ'I' STANDARD CONSTAUCTION SPECIFICATION DOCUMEIVTS 101584 Cteviscd December 20, 2012 O1 78 23 - 5 OP�,RATION AND MAINTk�;NANC� DATA Page 5 of 5 1,1U DELNERY, STORAGE, AND HANDLING �NOT USED] 1.11 FIELD (SITE] CONDITIONS [NOT USED] 1.12 WARitANTY [NOT USEDJ PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision I,ag DATE NAME SUMMARY OF CHANCE $13]12012 D. Johnsan 1.5.A.1 —title of section rcrzio�ed CTPY OF PORT WORTH E, NORTI-IS1llL DR[VE & COi,D SPRING5 ROAD R�UNDABDUT STANDARD CONSTRUCTIdN SPECIFICATIO[V DOCUMENTS I01584 Revised Dccem6er 2d, 2012 01 78 39 - 1 PRQ7ECT RECQRD DOCUM�NTS Page 1 of 4 SECTIQN 01 '�8 39 PROJECT RECORD DOCUMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Wark associated with the documenting the praject and recarding changes to project documents, including: a. Recard Drawings b. Water Meter Service Reports c. Saniiary Sewer Service Rcports d. Large Water Meter Repor�s B, Deviations from this City of Fort Worih Standard Specification 1. Nonc. C. ReIated Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— Geneeal Requirements 1.� PRICE AND PAYMENT PROCEDURES A. Measurement and Payrnent 1. Work associated wifih this Item is considered subsidiary to the various Items bid. No separate payrnent will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Prior to submitting a request for Final Inspection, deliver Proj ect Recard Dacuments to City's Project Representative. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USEDj 1.i CLOSEOUT SUSMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [N�T USED] ] .9 QUALITY ASSURANCE A. Accuracy of Records 1. Thoroughly coordinate changes within the 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 praperly. 2. Accuracy of records shall be such that future search for items shown in the Contract Documents may rely reasonably on informaCion obtained from ihe approved Project Record Documents. CITY Ok FORT WQRTH E. NORTHSIDE DRIVE & COLD SPRII�GS RQAD ROUNDABOUT STANDARD CONSTKUCTION SYECIFICATION DOCUMENTS 101584 Revised Iuly I , 2011 O1 7834-2 PROJECT RECOR� DOCUMENTS Page 2 of 4 3. To facilitate accuracy of records, make entries within 24 hours after receipt of infarmation �hat the change has occurred. 4. Provide fact�al informa�ion regardz�ag all aspects of the Work, both conceal�d and visible, to enable future modification of the Work to proceea without lengthy and expensrve site measurement, investigatian and examination. 1.10 STORAGE AND HANDLING A. Starage and Handling Requirements 1. Maintain the job set of Record Documents completely protected from deterioration and from loss and damage until completion of the Work and transfer of all recorded data to tl�e final Praject Record Documents. 2. In the event of loss of recarded data, use rneans nec�ssary to again secure the data to the City's appraval. a. In such case, pravide replacements to the standards originally required by the Contract Documcnts. 1.11 FIELD [SITE] CONDITIONS [NQT USED] L1� WARRANTY [NOT USED] PART �, - PRODUCTS �.1 OWNER-FURNISHED [ox] OWNER-SUPPLIED PRODUCTS [NUT USED] �.� RECURD DOCUMENTS A. 7ob set 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no charge to the Contractar, 1 complete set of all Documents cor�prising the Contract. B. Final Record Documents 1. At a time nearing the completion of the Wark and prior to Final Inspection, provide the City 1 complete set of all Final Record Drawings in the Contract. 2.3 ACCES50RIES [NOT USED] �.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 � EXECUTION 31 INSTALLERS ENOT USED] 3.� EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 MAINTENANCE DOCUMENTS A. Maintenance o�Job Set 1. Immediately upon receipt of the jab set, identify each oithe Documents with the title, "RECORD DOCUMENTS - JOB SET". CITY OF PORT WDRTH F,. I�lOR'1'HSIDE DRNE & COL� SPRINGS ROAD ROl]NDABOUT STANDAA� CdNSTRUCTION SPECIFICATION DOCUME3VTS 101584 Rcvised July 1, 201 [ 017839-3 PRd7ECT RECQRD DOCUMENTS Page 3 of 4 2. Preservation a. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities wili be performed, devise a suita6le method for protecting the job set. b. Do not use the job set for any puipose except entry of new data and far review by the City, until start of transfer of data to iinal Project Record Documents. c. Maintain the job set at the si�e oiwork. 3. Coordination with Construc�ion Survey a. At a minirnum, irn accordance with the intervals set forth in Section 01 71 23, clearly mark any deviations from Contract Documents associated with installation of the infrastructure. 4. Making entries on Drawings a. Record any deviations from Contract Docurnents. b. Use an erasable colored pencil (not ink ar indelible pencil), clearly describe the change by graphic line and note as required. c. Date all entries. d. CaII atten�ion to the entry by a"cloud" drawn arotuid the area or areas affected. e. In the event of overlapping changes, use different co�ors for the overlapping changes. 5. 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 layout. 1) Final physical arrangement is deterniined hy the Contractor, subj ect to the b c. City's approval. 2) However, design of future modifications of the facility may require accurate information as to the �nal physicai layout of items which are shown oniy schematically on the Drawings. Show on the job set of Record Drawings, by dimension accurate to within 1 inch, t1�e centerline of each run of items. 1) Final physical arrangement is determined by the Contractor, subj ect to the City's approval. 2) Shov�+, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and ihe like). 3) Make all ider�tification suffciently descriptive that it may be related reliably to the Specifications. The City may waive the requirements for conversian of schematic layouts where, in the City's judgmcnt, conversion serves no use£ul purpose. However, do not rely upon waivers being issued excepi as specifically issued in r�vriting by the City. B. Final Project Record Documents Transfer of data to Drat�vings a. Carefully transfer change data shown on the job set of Record Drawings io the corresponding final documents, 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 of items. CITY OF FORT WOATH E. NORTHISIDL DRIVE & COLD SPRINGS ROAQ ROUNDABOUT STANDARD CONSTRUCT[ON SPECIPICATIbN DOCUA�fENT5 101584 Revised July 1, 2011 01 78 39 - 4 PR07ECT RECORD DOCUMENTS Page 4 of 4 c. Call atiention ta each entry by drawing a"cloud" around the area or areas affected. d. Make changes neatly, consistently and with the proper rz�edia to assure longevity and clear reproduction. Transfer of da#a to otherr pocuments a. I�the Documents, other than Drrawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, the jab set of those Documents, other than Drawings, will be accepted as final Recard Documents. b. If any such Document is not sa approved by the City, secure a new copy of that Dacument from the City at the City's usual charge for reproduction and handling, and carefuIly transfer the change data ta t�ae new copy to �he approval of the City. 3.� REPAIR I RESTORATION [NUT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [ox] SITE QUALITY CONTROL [NOT USED] 3.8 �Y�TEM STARTUP [NOT USED] 3.9 ADJUSTING �NOT USED] 3.10 CLEANING [N�T USED] 3.i1 CLOSEOUT ACTIVITIES [NOT USED] 3.1� PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Re�ision Log DATE NAME SUMMARY OF CHANGE CI7'Y OP FOKT Wp,RTH L:. NORTHSiDE DIZIVE � COI..D SPf21IVG5 A�AD ROUNDABpUT STANDAEiD CO3�ISTRUCTION SPECIFICAI`ION DOCLTMENTS 101584 Revised July I, 20 [ 1 033513-1 IN7'BGRAL CONCRCT� CdLOR Page 1 of5 1 2 3 4 5 6 7 8 SECTION 03 35 l3 INTEGRAL CONCRETE COLOR PART1- GENERAL 1.1 SUNiMARY A. This section describes coloring concret� used to construct work under other contract bid items as well as any speciai materials and special construction techniques associated with using colored concret�. B. Related Specification Sections include but are nat necessarily limited to 9 1. Division 0- Bidding Requirements, Contract Forms, and Condirions ofthe 10 Contract. 11 2. Division 1- General Requirements. 12 1.2 PRICE AND PAYIVIENT PROCEDURES 13 14 15 l6 17 1.3 1 S 1.4 19 1.� 20 1.6 A. Measurement and Payment 1. Wor� associated with this Item is considered subsidiary to the �arious [tems bid and where indicated on the Drawings. No separate payment will be allowed for this item REFERENCES [NOT USED] ADA�IINISTRATIVE REQUIREMEIVTS [NOT USED] SUBMITTALS [NOT USED] ACTIQN SOBMITTALS/II�iFORMATIONAL SUBMTTTALS [N�T USED] 21 1.7 CLOSEOUT ,�UBMITTALS [l�TOT USED] 22 1.R MAINTENANCE MATERIAL SUBMITTALS [I�TOT USED] 23 24 25 26 27 28 1.9 QUALITY ASSURAliTCE [NOT iT�ED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD CONDITIONS (NOT USED] 1.1� WARRANTY [NOT USED] 1.13 COORDINATION AND TIMING [NOT USED] E. t�iORTHSIDE �RIVE & COLD SPRINGS ROAD RQUNDABOUT 101584 033513-1 1NTEGRAL CO�ICRETC COLOR Page 2 of 5 1 2 3 4 f.7 � 7 8 9 10 ll l2 l3 14 15 16 17 18 19 20 z� 22 23 24 2S 26 27 28 29 30 31 32 33 34 35 3b 37 PART 2 - PRODUCTS 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] �.� MATERIALS A. Concrete 2 3. � 1. Integrally color concrete using non-fading pigments canforming to ASTM C979 as %] tows: a. Truck Apron and Pedestrian Buffer Areas: Use non-fading synthetic iron oxides at a loading of 6 percent or more by weight of total cementitious material in the rnix. Match the concrete color in reasonably close conformance with Integral Color Red Snapper by Concrete Colors of Te�s LLC, with a Curesea]-W Semigloss by Scofield, or approved equal. b. Median Areas: Use non-fading synthetic iron oxides at a loading of 6 percent or more by weight of total cementitiaus tnaterial in the mix. Match the concrete colar in reasonably close confarmance with Malibu Beige by Concrete Colors of Texas LLC with a Cureseal-W �emigloss by Scofield, or approved equal. Add integral concrete colorant according to manufacturer's instruc�ions. Provide a copy of those manufacturer instructions to the City bafore producing material for incorporation into the work. The City will accept the color based on appro�al of color samples, and field mock- u�. a. Contractar shall submit a standard color chart and coIor samples for review and preliminary selection by the City. b. Cantractor shall provide a 3'x3' minimum mock-up of the selected color samplas for approval of the City. Maintain rnix characteristics for colored concrete rec�uiring a rz�atchin� finish. Use the same saurce, brand, type, and color ofportland cement, supplementary cementitious materials, ag�egates, and admixtures for colored concrete ihroughout the p:roject. Use constant cement content, supplernentary cementitious material cantent, and water/cementitious materials ratio to nnain�ain consisten� calar. B. Curing Compound 1. Furnish a liquid mem6ran�forming clear curing compound conforming to ASTM C1315, type T. C. Admixtures l. Furnish admixtures designed for use with and compatible with colored concrete pigments. Do not use caicium chloeide or other admixtures containing ch�orides. E. %101ZTHSIDE DRIVE & COLD SPRINGS ROAC� ROUNDABOiIT 101584 0335I3-i INTEGRAL GOAICR�T� COf.OR Page 3 of 5 1 D. Colored Concrete Mix Approval 2 1. General 3 a. Obtain City approval %r colored concrete mixes before placing co�ored 4 concrete. The City will base approval either on a succsssful performance 5 histary or on trial batches. Upon City approval, the submitted sample panel 6 (Minimum 3'x3'x4") or the test slab will be the visuaI quality standard for 7 f nished work under the contract. 8 E. Performance History 9 l. Use the same tnaterials �nixed in #he same proportions as used on another 10 department project vwhere the City approved the color. Ensure that all materials, 11 incltading admixtures, are of the same type and brand and from the same sources. 12 Provide the fallowing to the City for review and approval: 13 a. Project Info: Project ID, and locaiion. 14 b. Mix proportions: quantities per cubic yard expressed as SSD weights and net 15 water, water to cementitious material ratio, air content, and 28-day or earlier 16 compressive strength. 17 c. Materials: type, brand, and source. 1 S d. Satttple panel: Provide a finished colored concrete sample having minimum 19 dimensions�of 3- foot by 3-foot by 4-inch, from the previous project (if 20 avai�able), or a photo image of the previous sample panel. 21 F. Trial Batches 22 1. The confractor may use preliminary laboratory or field trial �atching to estahlish 23 the mix proportions necessary to canform to the contract-required color. 24 2. Produce test slabs to demonstrate the texture, surface fnish, color, and color 25 intensity. At least 2 business days in advance, provide the City with the date and 26 time for test slab construction. 27 3. At a City-aliowed locatian on the project, place, finish, and cure a 3-foot by 3-foot 28 by 4�inch colored concrete test slab using the same methods proposed for contract 29 work. Produce test slabs using the same workers designated to perform the cantract 30 work. Retain samples of cements, sands, aggregates, and color additives used in test 31 slabs for comparison with materials used in contract work. 32 4. Use at least a 2-cubic yard batch or a batch of the size proposed for prod�zction 33 whichever is larger. 34 5. Submit final mix design information to the City. Including specific sources and, if 35 applicable, trade names for materials. E. MORTHSIDE DRIVE & COLD SPRINGS ROAD ROUNDABOU'C 101584 033513-1 iN'CEGRAL CONCRE'1'H COL[lR Page 4 of 5 1 �.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 4 5 6 7 8 PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXANIINATIQN �NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Constructian 9 1. 10 11 ]2 2. 13 14 �5 16 17 18 3 Construct work incorporating colored concrete conforming to contract specifications under the associate bid items except cure with clear curing compound and use only non-chloride admixtures as specified in Section 2.1. Produce consistently colored concrete in full cu�ic yard increments. The City wil] not allow variations in the amounts, types, or source of materials with the exception of minor adjustments of water and air- entraining agent. Other changes requira mix re-approval. Schedule placement to minimize expasure to rapid cfrying conditions, wind and full s�n, before applying curing compound. Do nat place colared concrete if rain, snow, or freezing temperatures are forecast within 24-hours. 19 4. Cover nr otherwise protect adjacent concrete work from discoloration and spillage 20 while placing and curing colored concrete. Remove and replace discolored 21 concrete as directed hy the City. zz 23 24 25 26 27 28 29 3fl 31 32 33 s 6. Perform finishing operations consistently to a�oid coIor variatian. Do not begin finishing while bleed water is present. The City will order removal and replaceznent of colored concrete if tha cantractor adds water tio the surface to aid in finishing. Apply strokes in the same direction during final �nishing and tex�uring. �'ratect colored concrete frotn premature drying and excessive cold or hot temperatures by promptly applying curing campaund. Do not allow plastic sheeting to come in contact with colored concrete. 7. Pratect the colored concrete from damage. Do not permit construction traffic or material storage on coEored concrete. Exclude foot traff'ic from coloraci concrete for at Ieast 24 hours after placement. 8. Remove test sIabs not permanently incorporated into the work and restore the site after the City cleterm ines the test slab is no longer needed. E. NORTH5II}E DRIVF. & COLD SPRINGS KOAD ROUNDABOU'l' ]01584 D33513-1 1NTEGRAL CONCRETE COI,OR Page 5 of 5 1 2 3 � 5 6 7 8 9 10 11 r2 13 14 15 i6 3.� REPAIR [1�10T USED] 3.6 RE-INSTALLATION [NOT USEDJ 3.7 F1ELD QIIALITY CONTROL 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT I7SED] 3.10 CLEANING 3.11 "RECORD OF INSTALLATION" DRAWING 3.12 CLOSEOUT ACTIVITIES [NOT USED] 3.13 PROTECTION [NOT USED] 3.14 MAINTENANCE [NOT USED] 3.15 ATTACHMENT� [NOT USED] END OF SECTION �. NORTHSIDE DRIVE & COLD SPRINGS ROA� ROLJNDABOUT 141584 321313-1 CONCRCT� PAVING Pagc 1 of 24 1 2 3 PART1- GENERAL 4 L1 SUMMARY 5 6 7 8 9 10 11 12 13 14 t5 1( 17 1$ �9 20 21 22 23 24 25 26 1.2 27 28 29 3D 31 32 33 34 35 36 37 38 39 SECTION 32 13 13 CONCRETE PAVING A. Section includes: 1. Finished pavement constructed of portland cement concrete including monolithically pourecf curb on the prepared subgrade or other base course. B. Deviations from this City of Fort Worth SYandard Specification 1. 1.1.A Section Includes 2. 1.1.C.5. Related Specifications 3. 1.2.A.3.i Payment 4. 1.2.B Measurement and Pavment �. I.�.0 Measurement and Pa ment 6. �.2.L Color Materials 7. �.2.M Imprinting Tools S. 3.4.H.3 Color I+�nishing 9. 3.4.M Texturing/Stam�in� 10. 3.4.N. Decorative Concrete Pavement Schedule 11. 3.4.0. Movv Stri s C. Related Specification Sections incfude, but are not necessarily limited to: 1. Division 0- Bidding Requirements, Contract Forms, and Conditions of the Cantract 2. Division 1- General Requirements 3. Section 32 01 29 - Concrete Paving Repair 4. Section 32 13 73 - Concrete Paving Joint Sealants 5. Section 03 35 13 —1nte�ral Concrete Calor PRICE AllTD PAYMENT PROCEDURES A. Measurement 1. Measueemeni a. Measurement for this Item shall be by the sguare yard of completed and accepted Concrete Pavement in its final position as measured from back of curb for various: 1} Classes 2} Thicknesses 2. Payment a. The wark performed and materials ft�rnished in accordanca with this Item will be paid for at the unit price bid per sc�uare yard of Concrete Pavement. 3. The price bid shall include: a. Shaping and fine grading the placernent area b. Furnishing and applying all water required CITY OF FORT WORTH E. NORTHSIDE DRIVE & COLD SFRINGS ROAD ROUNDABOUT S'fANDARD CONSTRUCTION SPECIFICATiON DOCIIMENTS 14158a Revised Aecember 20, 2012 321313-2 COTICTZETE PAVING Page 2 of 24 1 c. Furnishing, loading and unioading, staring, hauling and handling all concrete 2 ingredients including al] freight and royalty involved 3 d. Mixing, placing, finishing and curing all concrete 4 e. Furnishing and installing all reinfoecing steel 5 f. Furnishing all materials and placing ]ongitudinal, warping, expansion, and 6 contraction joints, including all steel dowels, dowel caps and iaad transmission 7 uniis required, wire and devices for placing, holding and supporting the st��l 8 bar, load transmission units, and joinY filler material in the proper pasition; far 9 coating steel bars where required by the Drawings 10 g. Sea�ing joints ] ] h. Monolithically poured curb i2 i. Cleanup 13 B. Integral Colored/Textured Concrete 14 1. Measurement I S a. Measurement far this Item shall be b the s uare ard of com leted and acc ted 16 Inte ral Colored/Textured Concrete in its final osition as measured from back 17 of curb for variaus: 18 1) Classes 19 2) Thicknesses 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 3S 36 2 3. Payment a. The work erformed and materials furnished in accordance with this Item will be �aid for at the unit�rice bid per sc�uare vard of Concrete Pavement. The price �id shall include: a. Shaping and fne rg ading.the placement area b. Furnishin and a! in all water re uired c. Furnishin loadin and unlaadin storin haulin and handlin all concrete in��redients includin al�eight and ro,yalt,v involved d. Mixit� x lacin f�nishin and curin all concrete e. Furnishin� and tnstalling all reinforcin s�eel £ Furnishin all materials and lacin lon itudinal war in ex ansion and contraction 'oints includin all steel dowels dowel ca s and ioad transmission unit.s. re�ired, wire and devices for placin�, holding and su�porting the steel bar load transmission units and 'oint filler ma�erial in the ro er osition• for coating steel bars where required by tl�e Drawings g. Seaiing joints h. Cleanut� 37 38 39 4Q 4I 42 43 l. M�asurement a. Measurement for �his Item shall be b the s uare ard of com letec� and acc tecl Inte ral Colored Concrete Truck A ron in its �nal osition as measured from back of 6'.' mountable curb to face of retaining wall for various: 1) Classes 2) Thicknesses 44 2. Payment 45 a. The work erformed and materials furnished in accardance with this Item will be 46 aid for at the unit rice bid er s uare artl of Inte ral Colored Concrete Truck 47 A�ron• 48 3. The rice bid shall incIude: C. Inte ral Colared Concrete Truck A ran CITY OF FORT WOIZ'CH E. �FOR'I'I-15ID� DRiVE & COLD SPRINCTS ROAD KOUNDABOUT STANDARD CONSTRUCTION SYECIPICATION UOCl1M�NTS ]O1584 Itevised December 20, 2012 321313-3 CONCRETE PAVING Page 3 of 24 1 2 3 4 5 6 7 8 9 10 ll �2 13 a. Sha in and fine radin the lacement area b. Furnishin ��nd a�lying all water required c. Furnishin loadin and unloadin storin haulin and handlin all concrete in redients �ncludin all frei ht and ro alt involved d. Mixing, placing, finishing and curing all concrete e. Furnishin� and instaIlin� all reinforcin�Steel f. Furnishin all materials and placing lon�itudinal, warpin�expansian, and contraction 'oints includin all steel dowels dowel ca s and ioad transmission units required wire and devices for pl_acin�, holding and su�oirting the steel bar load transmission units, and joint filler material in the proper_position; for coating steel bars where rec�uired b,y the Drawin�s g. Sealingjoints Cleanup 14 1.3 REFERENCES l5 A. Reference Standards 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 3l 32 33 34 35 36 37 38 39 4�0 41 42 43 44 45 46 47 48 1 2. Reference standards cited in this specification refer to the current reference standard published a� the time af the latest revision date logged at the end of this speci .fication, unless a date is specifically cited. ASTM In#ernational (ASTM): a. A615/A615M, Deformed and Plain Billet-Steel Bars for Concrete Reinforcement b. C31, Standard Practice for Making and Curing Concrete Test Specimens in the Field c. C33, Concrete Aggeegates d. C39, Standard Test Method for Compressive StrengtYt oFCylindrical Concrete Specimens e. C42, Standaxd Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete £ C94/C94M, Standard Specifications for Ready-Mixed Concrete g. C150, Portland Cement h. C 156, Water Retention by Concrete Curing Materials i. C172, Standard Pra.ctice for Sampling Freshly Mixed Concrete j. C260, Air Entraining Admixtures for Concreta k. C309, Liquid Membrane-Forming Compounds for Curing Concrete, Type 2 L C494, Chemical Admixtures for Concrete, Types "A", "D", "F" and "G" m. C61 S, Coal Fly Ash and Raw ar Calcined Nat�ral Pozzolan for use as a Mineral Admixture in Concrete n. C881, Standard Specification for Epoxy-Resin-Base Bonding Systems for Concrete o. C1064, Standard Test Method for Temperature of Freshly Mixed Hydrau�ia Cerr�ent Cancrete p. C 1602, Statadard Specification for Mixing Water Used in the Production of Hydraulic Cement Concrete. q. D698, Laboratary Coznpaction Characteristics of Soil Using Standard Effort (12,400 ft-Ibf/ft3) 3. American Concrete Institute (ACI): a. ACI 305.1-06 Specification for Hot Weather Concreting b. ACI 3d6.1-90, Standard Specification for CoId Weather Concreting CITY OF FOKT WOR'I'H E. NORTHSIDE I7RIVE & CQL.D 3PRINGS ROAII ROUNDABQUT STANDARD CONSTKUCTIOt�! SPBCIFICATION DOCUMEN'1'S 101584 ltevised Decemher 2D, 2012 azi3 i3-a C4NCRETE PAVING Page 4 0£24 1 C. AC131 g 2 1.4 ADMINISTRATIVE REQUYREMENTS [NOT USED] 3 1.5 SUBNIITTALS [NOT USED] 4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 5 A. Mix Design; subtnit %r approval, See Item 2.4.A. 6 1.7 CLOSEOUT SUBMITTALS [NOT USED] 7 1.8 MAINTENANCE MATERIAL SUBMYTTALS [NQT USED] 8 1.9 QUALITY A�SSURANCE [NOT USED] 9 1.1Q DELIVERY, STORAGE, AND HANDLING [NOT USED] 10 1.11 FIELD CONDITIONS ]1 12 13 14 15 16 17 ]8 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 A. Weather Conditions 1. Place concrete when eoncrete iemperature is between 4Q and I Oa degrees when measured in accordance with ASTM C 1064 at point of placement. 2. Hoi Weather Concreting a. Take immedia#e corrective action or cease paving when the ambient temperature exceeds 95 degrees. b. Concrete paving operations shall be approved by the City when the concrete temperature exceeds 100 degrees. See Standarci Specification for Hat Weather Concreting (ACI 305.1-46}. 3. CoId Weat}�er Concreting a. Do not place when ambient temp in shade is belaw 40 degrees and faIling. Concrete may be placed when ambient temp is above 35 degrees and rising ar above 40 degrees. b. Concrete paving operations shalt be approved by the City when ambient temperature is below 40 degrees. See Standard Specification for Co�d Weather Concreting (ACI 306.1-90}. B. Time: P�ace concrete after sunrise and no later than shall permit the finishing of the pavement in natural light, or as directed by the City. ' 1.12 WARRANTY [NOT USED] PART2- PRODUCTS 2.I OWNER-FURNISHED PRODUCTS [NOT U�ED] 2.2 MATERIAL� A. Cementitious Material: ASTM CI50. B. Aggregates: ASTM C33. C. Water: ASTM C1602. D. Admixtures: When admixtures are used, conform to the appropriate specification: C1TY QF FORT WQRTH E. I�lORTHSIDE DR] VE & COLD SPRiNGS ROAD ROUNDABOU'C' STANDARD CONSTRUCT[ON SPECTFiCATION DOCUMENTS 101584 Revised December 20, 2012 321313-5 CONCRE'I'E PAVING Page 5 of 24 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 1. Air-Entraining Admixtures far Concrete: ASTM C260. 2. Chemical Admixtures for Concrete: ASTM C494, Types "A", "D", "F" and "G." 3. Fly Ash a. Coal Fly Ash and Raw or Calcined Natural Pozzolan far Use in Concrete: ASTM C61$. b. Fly ash may be substituted at one pound per pound of cement up to 25% of the specified cement content when such batch design is approved by the Engineer. E. Steel Reinforcement: ASTM A615. _ F. Steel Wire Rein%rcement: Not used for concrete pavement. G. Dowels and Tie Bars 1. Dowel and tie bars: ASTM A615. 2. Dowel Caps a. Provide dowel caps with enough range of movement to allow complete closure of the expansion joint. b. Caps for dowel bars shall be of the length shown on the Drawings and shall have an internal diameter sufficient to permit the cap to freely slip over the bar. a In no case shall the internal diameter exceed the bar diameter by mare 1/8 inch, and one end of the cap shall be rightly closed. 3. Epoxy for powel and Tie Bars: ASTM C881. a. See follawing table for approved peoducers of epoxies and adhesives Pre-Qualified Producers ofEpoxies and Adhesives Product Name Producer Concresive 1420 BASF HTE-50 Hilti T 308 + Pawers Fasteners P E 1004+ Powers Fasteners C-b Ramset-Redhead Epcon G-5 Ramset-Redhead Pro-Poxy-300 Fast Tube Unitex Shep-Poxy TxIII CMC Cor�struction Services Ultrabond 1300 Tubes Adhesives Technology Ultra6one 2340 N.S. A-22-2300 Adhesives Technology Slow Set Dynapoxy EP-430 Pecora Corp. EDOT Simpson Strong Tie E'T"22 8impson $trong Tie S�T 22 Simpson Strong Tie SpecPoxy 3000FS SpecChem 22 23 b. Epoxy Use, Storage and Handling CITY dF FORT WORTH �. NORTHSIb� DRIVE & COLD SPRI3dG5 ROAD ROUNDABO[1T STANDARD CONS'I'RUCTION SP�CIPICATION DOCUMENTS 101584 Revised December 20, 2012 32 13 13 - 6 CONCRETE PAVING Page b of 24 1 2 3 4 S 6 7 8 9 10 11 12 13 14 15 16 I7 18 19 20 21 22 23 24 25 26 27 28 29 30 3l 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 1) Package companents in airtight containars and protect from light and moisture. 2} Include detailed instructions for the application of the material and all safety infarmation and warnings regarding contact with the components. 3) Epoxy label requirements a} Resin or hardener components b) Brand name c) Name of manufacturee d) Lat or baich number e) Temperature range for storage � Date of manufacture g) Expiration date h} Quantity contained 4) �iore epoxy and adlaesive components at temperatures recommended by the manufacturer. 5) Do nat use damaged or previously apened containers and any material that shows evidence of crystallization, lumps skinning, extreme thickening, or settling of pigments that cannot be readily dispersed with normal agi�ation. 6} Follow sound environmental praciices when disposit�g of epoxy and adhesive wastes. 7) Dispose of al1 empty containers separately, 8) Dispase of epoxy by completely emptying and mixing the epoxy before disposa� I�. Reinforcement Bar Chairs 1. Reinforcement bar chairs or supparts shall be of adequate strength to supporf the reinforcement bars and shall not bend or break under the weight of the reinforceme�zt bars or Contractar's personnel walking on the reinforcing bars. 2. Bar chairs may be znade of inetal (free of rust), precast mortar ar concrete blocks or plastic. 3. For approval of plastic chairs, representative sasnples of the plastic shall show no visible indications of deterioration after it�mersion in a 5-percent salution of sodium hydroxide for 120-hours. 4. Bar chairs may be rejected for failure to meet any of the requirements of this specification. I. Joint Filler l. Joint filler is the material placed in concrete pavament at�d concrete structures to allow far the expansion and contraction of the concrete. 2. Wood Boards: Used as joint filler for concrete pauing. a. Boards for expansion joint filler shall be af the required size, shape and type indicated on the Drawings or required in the specifications. 1} Boards shal� be of selected stock of redwood or cypress. The boards shall be snund heartwood and s�tall be free from sapwood, knots, clustered birdseyes, checks and splits. 2} Joint filler, boards, shail be smooth, flat and slraight throughout, and shall be sufficiently cigid to permit ease of installation. 3) Boards sha11 be furnished in lengths equal to the width between lan�itudinal joints, and may be %arnished in strips or scored sheet of the required shape. C[TY OF PORT WOIZTH E. NORTHS[bE DRIVE & COLD SPRTTIGS 1ZOAD RQUA!l�ABOUT S"IANBARD CONSTRLJCTION 3P�CIFICA'['[ON DOCiJMHNTS 101584 ltevised December 26, 20l2 32 l3 i3 - 7 CONCRETE PAVING Page 7 of 24 1 3. Dimensions. The thickness of the expansion joint filler sha11 be shown on the 2 Drawings; tl�e width shalI be not less ihan that shown on the Drawings, providing 3 for the top seal space. 4 4. Rejection. Expansion joint filler may be rejected for failure to meet any of the 5 reyuirements of this specification. 6 J. Joinfi Sealants. Pravide Joint Sealants in accordance with Sec#ion 32 13 73. 7 K. Curing Materials 8 1. Membrane-Forrning Compounds. 9 a. Confornn to the requiremenfis of ASTM C309, Type 2, white pigmented l p compound and be of such nature that it sha11 not produce permanent 11 discoloration of concrete surfaces nor react deleteriously with the concrete. 12 b. The compound shall produce a firm, continuaus uniform moisture-impermeable 13 filin free from pinholes and shali adhere satisfactorily fio the surfaces of datnp 14 15 16 17 f8 19 20 21 22 23 24 25 26 27 2$ 29 c. e. �: � h. concrete. [t shall, when applied to the damp concrete surface at the specified rate of coverage, dry ta touch in 1 hour and dry through in not more than 4 hours under normal conditions su�table for concrete operations. It shall adhere in a tenacious film without running offor appreciabty sagging. It shall not disintegrate, check, peel or crack during the required curing period. The compound shall not peel or pick up under traffic and shall disappear from the surface of the concrete by gradual disintegration. The compaund shall be delivered to the job site in the manufacturer's original containers only, which shall be clearly labeled with tlte manufacturer's name, the trade name of the nnaterial and a batch number or symbol with w�tich test samples may be correlated. When tested in accordance with ASTM C156 Water Retention by Concrete Curing Materials, the liquid membrane-forming compaund sha11 restrict the loss of water present in the test specimen at the time of application of the curing compound ta not mare than 0.01-oz.-per-2 inches of surface. 34 31 32 33 34 35 36 37 38 39 44 41 A2 43 �44 45 L. Color Materials 1. Color Pi�ment: See Section 03 35 13 M. Cmprinting Tools 1. Stam Mats: Semiri id ol urethane mats with ro'ectin textured and rid �d underside capable of innprintin,� texture and joint patterns on plastic concrete. Contractor to coordinate with Ci for final attern selection and rovide mock-u for review in field. a. Anproved Manufacturers: 1) Scafield L.M. Company 2) An�roved equal 2. Stamp Tools: Open-�rid, aluminum or ri�plastic stamp tool capable of imprinting joini patterns on �lastic concrete. Contractor to coordinate with City for final pattern selection and provide mack-up for review in field. a. Approved Manufacturers: 1) Scofield L.M. CompanX 2} Approved eqaal CITY OF PORT WORTH E. NORTHSIDE DR1VE & COLD SPRING5 ROAD ROUNDABOUT S'I't1�1DARD CONSTRl1CTION SPECIPICAT1flN DpCUMENTS 101584 Reeised December 20, 2012 32 13 I3 - 8 C�NCRETE PAVINU Page 8 of24 1 3. Rollers: Manuall contrnlled water-filled aluminum rollers with ro'ectin rid es 2 on drum capable of imprinting texture and �oint patterns on pIastic concrete. 3 Contractor to coordinate with Cit,y for final pattern selection and provide mock-� 4 fo,r review in field. S a. Approved Manufacturers: 6 1) ScofieId L.M, Com an 7 2) A�praved eqUal 8 4. Texture Rollers: Manuall controlled abrasion-resistant ol urethane rollers 9 capable of imprinting texture an plastic concrete. Contractor to coordinate wi�h CitX 10 for fina] attern seiection and rovide rn,ock-u for review in field. 11 a. A roved Manufacturers: 12 1) Scofietd L.M.. Companx 13 2) A roved e ual 14 �.3 ACCESSORIES [NOT USED] ] 5 2.4 SOURCE QUALITY CONTROL 16 A. Mix Design 17 1. Concrete Mix Design and Controi t8 a. At least 10 calendar days prior to the start of concrete pa�ing operations, the 19 Contractor shall submit a design of the concrete mix it proposes to use and a 2U full description of the source of supply of each material component. 21 b. The design of the concrete mix shaIl produce a quality concrete complying with 22 these specifieations and shalI include the following information: 23 1) Design Requirements and Design Summary 24 2) Material source 25 3) Dry weight of cement/cubic yard and type 26 4} Dry weight of fly ash/cubic yard and type, if used 27 5} Saturated surface dry weight of �ne and coarse aggregates/cubic yard 28 6} Design water/cubic yard 29 7) Quantities, type, and name of admixtures with manufacturec's data sheets 30 8) Current strength tests or strength tests in accordance with ACI 31 S 31 9) Current Sieve Analysis and -200 Decantation of fine and coarse aggregates 32 and date of tests 33 10} Fineness modulus of fine aggregate 34 11) Specific Gravity and Absorption Values of fne and coarse aggregates 35 12) L.A. Abrasion of coarse aggregates 36 c. Once mix design approved by City, maintain intent of tnix design and 37 maximum water to cetnent ratio. 38 d. No concrete may be placed on the job site until the mix design has been �� approved by the City. 40 2. Quality of Concrete 41 a. Consistenc� 42 ]) In general, the consistency of concrete mixtures shali be such that: 43 a) Mortar shall cling to the coarse aggeegate 44 b} Aggregate sha]I not segregate in concrete when it is firansported to the �5 p�ace of depasit C1TY QF NORT W�IZTH }?. NORTHSIB� DRIVE & CQLD SPRiT�lGS ROAD RQUNI}ABOUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS l O1584 Revised December 20, 2U 12 321313-9 CQNCRETE PAVINC Page 9 of24 2 c} Concrete, when dropped directly frarnt the discharge chute oitlie mixer, shall flatten out at the center of the pile, but the edges of ihe pile shall 3 stand and not flow 4 d} Concrete and mortar shaIl show no free water when removed from the 5 m ixer 6 e} Concrete shall slide and not flow into place when transported in metal 7 chutes at an angle of 30 degrees with the horizontaI g fl Surface of the finished concrete shall be free from a surface film or 9 laitance IO 2) When field conditions are such that additional moisture is needed for the 1 I final concrefie surface finishing operation, the reyuired water shall be 12 applied to the surFace by hand sprayer only and be held to a minimum 13 14 15 16 17 18 l9 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 b. amount. 3) The concrete shall be warkable, cohesive, possess satisfactory finishing qualities and be of the stiffesi consistency that can be placed and vibrated into a homogeneous mass. 4) Excessive bleeding shail be avoided. 5) If the strength or consistency req�ired for the class of concrete being produced is not secured with the minimum cement specified or without exceeding the maximum water/cetnent ratio, the Contractor may use, or the City may require, an approved cement dispersing agent (water reducer); or the Contractor shall furnish additional aggregates, or aggregates with different characteristics, or the Contractor may use additional cement in order to produce the required results. 6) The additional cement may be permitted as a temporary measure, untii aggregates are changed and designs checked with the different aggregates or cement dispersing agent. 7) The Contractar is solely responsible for the quality of the concrete produced. 8) The City reserves the right ta independently verify the quality of the concrete through inspection of the batch plant, testing of the various materials used in the concrete and by casting and testing concrete cylinders or beams on the concrete actuaIly incorporated in the pavement. Standard Class 1) Unless otherwise shown an the Drawings or detailed specifications, the standard class for concrete paving for streets and alleys is shown in the following table: CITY OF FORT WOR'fI-I E. NOitTHSIDE DR1VE & COLD SPRINGS ROAD ROUNDABOUT STANDARD CONSTRUCTION ST'ECIFICATION DOCUMENTS 1015&4 Revised December 20, 2012 32 13 13 - ]0 CO[�fCRETE PAVING Page 10 of24 Standa.rd C".iasce.c nfPavPmPnt (''nn�.ratP 2 3 4 5 6 7 8 9 10 11 12 13 14 IS 16 Ciass of Minimum 28 Day Min. M�imum Course Concrete' Cementitious, Compressive, Water/ AggregaEe Lb./CY StrengthZ Cementitious, MaYimum psi Ratio Siza inch P 517 3600 0.49 1-2/2 H 564 45Q0 0.45 1-1/2 �..� �� cxpuscu r�uriwn�a� concrete snau nave entrameu-air. 2. Minimum Compressive Strength Itec�uireci. 2) Machin�-Laid concrete: Class P 3) Hand-Laid concrete: Class H c. FIigh Early Strength Concrete (HES) 1) When shown on the Drawings or allowed, pra�ide Class HES concrete %r �ery earIy opening of pavements area ar leaveouts to traffic. 2} Design class HES to meet the requirements of class specified for concrete pavement and a minimum compressi�e strength of 2,600 psi in 24 hours, unless other early stren�th and time requirements are shown on the Drawings allowed. 3) No strength overdesign is req�ired. Standard Classe� �fPa.vement C'.nnr.rPtP t7 18 19 20 21 22 23 24 25 Class of Minimum 28 Day Min. Maximum Course Concrete� Cementitious Compressive Water/ Aggregate LbJCY Strength2 Cementitious M�imum psi Ratio Size, inch HES 564 4500 0.45 1-112 d. Slurnp 1} Slump requirements for paverr�ent and related concrete shalt be as specified in the following table: Concrete Pavement Concrete Use Slip-Form/Form-Ridin� Paving Nand Formed Pauin 5idewalk, Curb and Gutter, Concrete Valley Gutter and Other Miscellaneous Concrete p xequ�rements Recommended Design and Placement Slurnp, inch 1-1/2 4 4 MaYirnum Acceptable PlacemenY Slump, inch 3 5 5 2} No conccete shail be permitted with s�ump in excess ofthe maximwns shown. CI'i"Y OF FOR'f WORTH E. T�IOKTHSiDE D[i1V� & COLI7 SPRINGS ROAD ROUNDABOUT STAIVDATZb CONSTIZUCTIOT+! SYECIFICATION DOCi1MENT3 ]D1584 Ret+ised December 20, 2012 32 13 13 - 11 CONCRETE PAVIi�lG Page 11 of 24 1 2 3 4 S 3) Any concrete mix failin� to meet the above consistency reyuirements, although meeting the slump requirements, shall be considered unsatisfactory, and the mix shall be changed to correct such unsatisfactory conditions. PART 3 - EXECUTIQN 6 3.1 INSTALLERS [NOT USED] 7 3.2 EXAMINATION �NOT USED] 8 3.3 PREPA.RATION jNOT USED] 9 3.� INSTALLATION 10 11 l2 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 3� 32 33 34 35 36 37 38 39 40 41 42 A. Eqt�ipment 1. AlI equipment necessary for the construction ofthis item shait be an the project. 2. The equipment shall include spreading devices (augers), internal vibration, tamping, a�id surface floating necessary to finish the freshly placed concrete in such a manner as to provide a dense and homogeneous pav�ment. 3. Machine-Laid Concrete Pavement a. Fixed-Form Paver. �'ixed-form paving equipment shall be provided with forms that are uniformly supported on a very firm subbase to prevent sagging under the weight of machine. b. Slip-Form Paver 1) Slip-form paving eyuipment shall be provided with traveiing side forms of sufficient dimensions, shape and strength so as to support the cnncrete laterally for a sufficient length of time during placement. 2) City may reject use of Slip-Form Paver if paver requires over-di�ging and impacts trees, mailboxes or other improvements. 4. Hand-Laid Concrete Pavement a. Machines that do not incorporaie these features, such as roller screeds or vibrating screeds, shall be consi�ered tools to be used in hand-laid concrete construction, as slumps, spreading methods, vibration, and other procedures are more common to hand methods than to machine methods. 5. City may reject equipment and stop operation if equipment does not mee# requirements. B. Concr�te Mixing and De�ivery I. Transit Batching: shall not be used — onsite mixing no# permifited 2. Ready Mixed Concrete a. The concrete shall be produced in an appraved method conforming to the requirements ofthis specification and ASTM C94/C9�4M. City shal� have access ready mix to get samples of materials. b. City shall have access to ready mix plant to obtain materiaf samples. c. When ready-mix concr�te is used, sam�le concrete per ASTM C94 Alternate Procedure 2: 1) As the mixer is being emptied, individual samples shall be taken after the discharge af approximatety 15 percent and SS percent of the load. CITY OF FORT WORTH �. NORTHSIDE DIZIVE & COLD SPRINGS ROADROUNDASOU'P STANDARD CONSTRUCTION SPECIFIGATION DOCUMBN"!'S 101584 Revised December 20, 2012 32I3 ]3-I2 CONCRETE PAVING Page 12 of 24 1 2 3 4 5 6 7 8 9 l0 11 12 13 14 15 16 17 18 19 20 2� 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 4p 41 42 43 44 45 46 2} The methad of sampling shall provide that the samples are representative of wideIy separated partions, but not from the very ends of the batch. d. The mixing of each batch, after a11 materials are in the drum, shall continue until it produces a thoroughly mixed concrete of uniforrn mass as determined by established mixer performance ratings and inspect�on, or appropriate uniformity tests as described in ASTM C94. e. The entire conients of the drum shall be discharged before any materials are placed therein for the succeeding batch. f. Retempering or remixing sha11 not be permitted. 3. Delivery a. Deliver concrete at an interval no� exceeding 30 minates or as determined by City to prevent cold joint. 4. Delivery Tickets a. For atl operations, the manufacturer of the concrete shall, before unloading, furnish to the purchaser with each batch of concrete at tha site a delivery ticket on which is printed, stamped, or written, the following information to determine that th� concrete was proportioned in accardance with the appro�ed rnix design: I) Name of concrete suppiier 2) Serial number of ticket 3 ) Date 4) Truck nutnbar 5} Name of purchaser 6} Specific designation of jab (name and location) 7) �pecific class, design identification and designation of the concrete in conformance with that employed in job specifications 8) Amount of concrete in cubic yards 9) Time loaded or of first rrzixing of cement and aggregates ] 0) Water added by receiver of canerete 1 Z) Type and amount of admixtures C. Subgrade l. When manipulation ar treatment of subgrade is required on the Drawings, the work shall be per%rmed in proper sequence with the preparation af the subgrade far pavement. 2. The roadbed shall be excavated and sl�aped in conformity with the typical sections and to the linas and grades shown on the Drawings or established by the City. 3. AlI holes, ruts and depressions shall be filled and campacted with suitable material and, if required, the subgrade shall be thoroughly wetted and reshaped. 4. Irregularities of more than 1/2 inch., as shawn by straightedge or template, shall be corrected. 5. TI�e subgrade shall be uniformly compacted to at least 95 percent of the m�imum density as determined by ASTM D698. 6. Moisture content shall be within minus 2 percent to plus 4 percent of aptimum. 7. The prepared subgrade shall be wetted down sufficiently in advance of p[acing the pavement ta ensure its being in a firm and moist condition. $. Sufficient subgrade shall be prepared in advance to ensure satisfactory prosecution of the wark. CCfY OF FOR7' WORTH E. NOR'fHSIDE DRIVE & COLD SPRINGS ItOAD ROUNDABOUT STAND�1[ZD C�NSTRUCTION SY�;CIPICATiOFV DOCi1MENTS 101584 Revised December 2D, 2012 32 13 13 - 13 CONCRETE FAVING Page 13 of 24 1 9. The Contractor shall notify the City at least 24 hours in advance of its intention to 2 place concrete pavement. 3 10. After the specified moisture and density are achieved, the Contractor shall maintain 4 the subgrade moisture and density in accordance with this Section. 5 11. In the event that rain ar other conditions may have adversely affected the condition b of the subgrade or base, additional tests may be required as directed by the City. 7 D. Placing and Re�naving Forms 8 1. Placing Forms 9 a. Forms for machine-laid concrete 1 p 1} The side forms shal l be metal, af app roved crass section and bracing, of a 11 height no less than the prescribed edge thickness of the concrete section, i2 and a minimum of 10 feet in length for each individual form. 13 2) Forms shall be of ample strength and staked with adequate number of pins 14 capable of resisting the pressure of concrete placed against them and the 15 thrust and the vibration of the constructian equipment operating upon them 16 without appreciab�e springin�, settling or deflection. 17 3) The forms shall be free from warps, bends or kinks and shall show no 18 variation from the true plane for face or top. I9 4) Forms shal� be jointed neatly and tightly and set with exactness ta the 20 established grade and alignment. 21 5) Forms shall be set to line and grade at least 2Q0 feet, where practicable, in 22 advance of the paving operations. 23 6) In no case shal� the base width be less than 8 inches for a form 8 inches or 24 more in height. 25 7} Farms must be in firm contact with the subgrade throughout their length 26 and base width. 27 8) If the subgrade becomes unstable, forms shall be reset, using heavy stakes 28 or other additional supports may be necessary to provide the required 29 stability. 30 b. Forms for hand-laid concrete 31 1) Forms shall extend the full depth of concrete and be a minimum of 1-1/2 32 inches in thickness ar equivalent when wooden forms are used, or be of a 33 gauge that shall provide equivalent rigidity and strength when metal forms 34 are used. 35 2) For c�rves with a raaiius of less than 250 feet, acceptable flexible metal or 36 wood forms shall be used. 37 3) All forms showing a deviation of 118 inch in 10 feet from a straight line 38 shall be rejected. 39 2. Settling. When forms settle over 1/8 inch under finishing operations, paving 40 operations shall be stopped the forms reset to line and grade and the pavement then 41 broug�t io the required section and thickness. 42 3. Cleaning. Forms shall be thoraughly cleaned after each use. 43 4. Removal. 44 a. Forms shall remain in place until the concrete has tak�n its final set. �5 b. Avoid damage to the edge of the pavement when removing %rms. 46 c. Repair damage resulting from form removal and honeycombed areas with a 47 moriar mix within 24 hours after form r�moval unless otherwise approved. CITY OF FOTZ`1' WORTH E. NORTHSIDE DR1VE & COI.D SPRINGS RpAD ROUNDABOUT STANDARD CONSTRUCTIOiV SPECIPICA"1'IOiV DOCUMENTS 101584 ltevised December 20, 20 L2 32 l3 13 - 14 CONCRE'1'E PAV]NG Page 14 nf 24 1 2 3 4 5 d. e. Clean joint face and repair honeycombed oe damaged areas within 24 hours after a bulkhead for a transverse construciion joint has been removed unless otherwise approved. When forrns are removed before 72 hours after concrete placement, promptly appIy membrane curing compound to the edge af the cancrete pa�ement. 6 7 8 9 10 11 l2 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 E. i'lacing Reinforcing Steel, Tie, and Dowel Bars 1. General a. When reinforcing steel tie bars, dowels, etc., are required they shail be placed as shown on Yhe Drawings. b. A]I reinforcing steeI shall be clean, free from rust in the form of loose or objectionable scale, and of the type, size and dimensions shown on the Drawings. c. Reinforcing bars slaall be securely wired together at the alternate intersectians anci all splices and sha11 be securely wired at each intersection dawel and load- transmission unit intersected. d. Atl bars shalt be installed in their required position as shown on the .Drawings. e. The storing of reinforcin�; or structural steel on completed roadway slabs generally shall be avoided and, where permitted, such stora�e shall be timited to quantities and distribution that shall nat induce excessive stresses. 2. Splices a. Pro�ide standard reinforcement splices by �apping and tying ends. b. Comply with AC1318 for minimu�n lap of spliced bars whexe not specifed on the Drawings. 3. Installation of Reinforcing Steel a. A11 reinforcing bars and bar mats shall be installed in the slab at the required depth below the finished surface and supported by a�d securely attached to bar chairs installed an prescribed longitudinaI anc3 transverse centers as shown by sectional and detailed drawings on the Drawings. b. Chairs Assembly. The chair assembly sha21 be similar and equal to that shown on the Drawings and shall be approved by the City prior to extensive fabrication. c. After ihe reinforcing steel is securely installed above the subgrade as specified in Drawings and as herein prescribed, na Ioading shall ba imposed upon the bar mats or indi�idual bars before or during the placing or finishing of the concreie. 4. Installation of Dowe1 Bars a. Install through the predrilled joint filler and rigidly support in true horizonta[ and vertical positions by an assembly of bar chairs and dowel baskets. b. DoweI Baskets 1) The dor�vels shall be held in position exactly parallel to surfaca and centerline af the sIab, by a dowel basket that is Ieft in the pavement. 2) The dowel basket shall hold each dowel ir� exactly the correct position so firmly t�Zat the dowei's pasition catulot bc altered by concreting operations. c. Dowe] Caps 1) Install cap to allow the bar to move not less than 1-1/4 inch in either direction. 5. Tie Bar and Dowel Placement a. Place at mid-depth ofthe pavement slab, paral�el to the surface. CITY QF FORT WORTH E. NOIZTHSIDE DRiV� & COLD SP1tWGS ROAD ROUNDABOUT STANC]ARI? CONSTIZUCTIO?�I SPECIFICATIOA! DOCUMENTS ]O1584 Re�ised Decerr�ber 20, 2012 32 l3 13 - ES CONCRETE PAVING Page 15 of 24 2 3 4 5 6 7 8 9 10 11 12 I3 14 15 1G 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 35 37 38 39 40 41 42 43 44 45 46 47 48 b. Place as shown on the Drawings. 6. Epox� for Tie and Dowel Bar Installation 1) Epoxy bars as shown on the Drawings. 2) Use only drilling operations that do not damage the surrounding operations. 3) Blow out drilled holes with compressed air. 4) Completely fill the drilled hole with approved epoxy before inserting the tie bar into the hole. S) Install epoxy grout and bar at least 6 inches embedded into concrete. F. Joinis 1. Joints shall be placed where shown on the Drawings or where directed by the City. 2. The plane of all jaints shall make a right ang�e with the surface of the pavement. 3. No joints shal] i�ave an error in alignment of more than 1/2 inch at any point. 4. 7oint Dimensions a. The width of the joint shall be shown on the Drawings, creating the jofnt sealant reservoir. b. The depth of the joint shall be shown on the Drawings. c. Dimensions oF the sealant reservoir shall be in accordance witf� manufacturer's recommendations. d. After curing, the joint seaIant shall be 1/8 inch to 1/4 inch below the pavement surface at the center of the joint. 5. Transverse Expansion roin#s a. Expansion jaints shal] be installed perpendicularly to the surface and to the centerline of the pavement at the locations shown on the Drawings, or as approved by the City. b. Joints shall be ofthe design width, and spacing shown an the Drawings, or as approved by the City. c. Dowel bars, shall be of the size and type shown on the Drawings, or as approved by the City, and shall be installed at the specified spacing. d. Support dowel baes with dawel baskets. e. Dowels shall restrict the free opening and closing ofthe expansiot� join and shall not make planes of weaknesses in the pavement. f. Greased Dowels for Expansion Joints. 1) Coat dowels with a thin film oigrease or other approved de-bonding material. 2) Provide dowel caps on the lubricated end of each dowel bar. g. Proximity to Existing Structures. When the pavement is adjacent to or around existing structures, expansions joints shall be constructed in accordance with the details shown on the Drawings. 6. Transverse Contraction loints a. Contraction or dumrny joints shalI be insfialled at the locations and at the iniervals shown on the Drawings. b. Joints shall be of the design width, and spacing shown on the Drawings, or as approved by the City. c. Dorvel bars, shall be of the size and type shor�vn on the Drawings, or as approved by the City, and shall be installed at the specified spacing. d. 7oints shall be sawed into the completed pavemenfi surface as soon after initial concrete set as possible so that some raveling of the concrete is observed in orc�er for the sawing process to prevent uncontrolled shrinkage cracking. CI7'Y OF FORT WORTH E. NORTIiSIDE DRIVE & COLD SPRINGS ROAD ROlJNC7ABOUT STANDARD CQi+ISTRUCTION SPECIFICATION I]OCUMENTS 1O1584 Revised EJecember 2Q, 2012 32 13 13 - 16 CONCRE'1'E PAVINC Page 16 of 24 1 e. The joints shalI be constructed by sawing to a 1/4 inch width atad to a depth of Z 1/3 inch (1/4 inch permiited if limestone aggregate used) of the acttaa] 3 pavement thickness, ar deeper if so indicated or� the Drawings. 4 f. Camplete sawing as soon as possible in hot weaiher conditions and within a S maximum of 24 haurs after saw cutting begins under caoi weather conditions. 6 g. If sharp edge jaints are being ob�ained, the sawing process shall be sped up to 7 the point where some raveling is observed. 8 h. Damage by blade action to the slab surface and to the concrete immediately 9 adjacent to th� joint shall be minimized. 10 i. Any portion o�the curing membrane which has been disturbed by sawing 11 operatians shall be restored by spraying the areas with additiqnal curing 12 compound. 13 14 15 16 17 18 19 20 2i 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 4Q 41 42 43 44 45 7. Transverse Constructinn Joints a. Construction joints formed at the close of each day's work or when the placing of conerete has been stopped for 30-minutes ar longer shall be constructed by use of inetal or wooden bulkheads cut true to the section af the finished pavement and cleaned. b. Wooden bulkheads shall ha�e a thickness of not less than 2-inch stock material. c. LongitadinaI bars shall be held securely in place in a plane perpendicular to the surface and at right angles to the centerline of the pavement. d. Edges shall be rounded to 1/4 inch radius. e. Any surp�us concrete on the subgrade sha11 be removed upon the resumption of the work. S. Longitudinal Construction Joints a. Longitudinal constnacYion joints shall be of the type shown on the Drawings. 9. Joint Filler a. b. c. d. e. f. �• h. Joint filler shall be as specified in 2.2.I of the size and shape shown on the Drawings. Redwood Board joints shall be used for all pavement jaints except for expansion joints that are coincident with a butt joint against existing pavements. Boards with less than 25-percent of moisture at the time af installation shall be thoroughly wet�ed on the jab. Green lumber of much hig�er moisture content is desirable and acceptable. The joint filler shall be appropriately drilIed to adtnit the dowel bars when required. The bottom edge af the filler shall extend to or slightly below the bottom of the slab. The top edge shalI be held approximatety 1/2 inch �elow the finished surface of the pavement in arder to allow the finishing operations to be continuous. The joint filler may be compased of more than one lengtf� of board in the ]ength af joint, but no board of a]ength iess than 6 foot may be used unless otherwise shown on the Drawings. After the remova] of the side forms, the ends of the joints at the edges of the slab shall be carefully opened for the entire depth of the slab. 46 l 0. Joint Sealin�. Routine pavement jaints shall be fi]Ied consisten� with paving details 47 and as specified in Section 32 13 73. Materials shall generally be handled and 48 applied according to the manufacturer's recommendations as specified in �ec�ion 49 32 l 3 73. CITY OF FORT WOIZTH E. NORTHSIDE [�RIVE & COI,D SPRINGS ROAD ROUN[]ABOUT STANDARD CONSTRi1CTION SPECIFICATION DOCUM�NTS 10I584 Re�ised December 20, 20 ] 2 32 13 13 - 17 CONCKETE PAV[NG Nage 17 of24 1 G. Placing Concrete 2 1. Unless otherwise specified in the Drawings, the finisned pa�ement shall be 3 constructed manolithically and constructed by machined laid method unless 4 impractical. 5 2. The concrete shall be rapidly deposi�ed on the subgrade in successive batches and 6 shalf be distributed to the reyuired depth and for the entire width of the pavement 7 by shoveling or other approved methods. 8 3. Any concrete not placed as herein prescribed within the time limits in the following 9 table wilI be rejected. Time begins when the water is added ta the mixer. 10 ll 12 13 l4 15 l6 17 18 19 20 2i 22 23 24 2S 26 27 28 29 30 31 32 33 Tem erature — Time Re uirements Concrete Temperature M� Time — minufies Max Time — minutes (at oint af lacement no retardin a ent with retardin a ent}� Non-A itated Concrete All tem eratures 45 45 A itated Concrete Above 90°F Time may be reduced by 75 Ci Above 75°F thru 90°F 60 90 75°F and Below 60 120 1 Normal dosage oPretardcr. 4. Rakes sha21 not be used in handling concrete. 5. At the end of the aay, or in case of unavoidab�e interruption or delay of more than 3Q minutes or longer to prevent cold joints, a transverse construction joint shall be placed in accordance with 3.4.F.7 ofthis Section. 6. Honeycombing a. Special care shall be taken i� placing and spading the concrete against the forms and at all joints and assemblies so as to prevent honeycombing. b. Excessive voids and honeycombing in the edge of the pavement, revealed by the removal af tihe side forms, may be cause for rejection of the section of slab in which the defect occurs. H. Finishing l. Machine a. Tolerance Limits 1) While the concrete is still workable, it shall be tested for irregularities with a 10 foot straightedge placed parallel to the centerline of the pavement so as to bridge depressions and to touch all high spots. 2) Ordinates measured from the face of the straightedge to the surFace of the pavement shall at no place exceed 1116 inch-per-foot from the nearest point of contact. 3) In no case shaIl the maxi�num ordinate to a 10 foot straightedge be greater than 1 /8 inch. CITY OF FORT WORTH E. NORTHSiDE DRIV� & COLD SPRINGS ]20AD ROUNDABOUT STANDARD COI�STRUCTI03V SPCCIFICATION DOCUME3�]TS 101584 Reviset! December 20, 2012 32 13 13 - 18 COT�lCRETE VAVING Paga 18 of24 1 2 3 4 5 6 7 8 9 10 11 12 13 l4 15 16 17 4) Any surface not within the tolerance limits shali be reworked and refinished. b. Edging 1) The edges of slabs and all jaints requiring edging sha11 be carefully toolec! wiih an adger of the radius required by the Drawings at tl�e time the concrete begins to take its "sct" and becomes non-workable. 2) All such work sha11 be left smooth and true to lines. 2. Nand a. Hand finishing perrnitted only in intersections and areas inaccessible ta a fnishing rnachine. b. When the hand method of strik�ng affand consolidating is permitted, the concrete, as soon as placed, shall be approximately Ieveled and then strack off with screed bar to such elevation above grade that, when consolidated and finished, the surface of the pavement sha11 be at the grade elevation shown on the Drawings. c. A slight excess af material shall be kept in fcont of the cutting edge at all times. d. The straightedge and joint �nishing shall be as prescribed herein. 18 I. Curing 19 1. The curing of concrete pavement shalI be thorough and coniinuous throughout the 20 entire curing period. 2] 2 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 4I 42 43 44 3. 4. 5. 6. 7. 8. 9. 10 11 45 Failure to pro�ide praper curing as herein prescribed shall be considered as sufficiant cause for immediate suspension of the paving operations. The curing meihod a,s heeein specified does not preclude the use of any of the ather corz�monly used methads of curing, and the City may approve another method of curing if so requesied by the Contractor. If any selected method of curing does not affard the desieed results, the City shall have the right to order that another method of curing be i:nstituted. After removal of the side %rms, the sides of the slab shall receive a like coating before earth is banked against them. The solution shall be applied, under pressure with a spra� nozzle, in such a manner as to cover the entire surfaces thoraughly and completely with a uniform film. The rate of application shall be such as to ensure complete coverage and ,sl�a�l not exceed 20-square-yards-per-gallon of curing compound. When thoroughly dry, it shall provide a continuous and flexible tnembrane, free from cracks or pinholes, and shall not disintegrate, check, peel ar crack during the curing period. If for any reason the seat is broken during th� curing period, it shall be immediately repaired with additiona] sealing solution. When tested in accordance with ASTM C156 Water Retention by Cancrete Curin� Materials, the curing compound shaIl provide a film which shall have ratained within the test specimen a percentage of the moisture present in the specimen when the curing compound was applied according to the following. Cantractor shall maintain and properly repair damage to curing materials on exposed surfaces of concrete pa�ement cantinuausly for a ieast 72 hours. J. Monolithic Curbs CCI'Y OF FOR'1' WORTH F.. I�IdRTHSIDh DR]VE & COLI7 SPRING3 IZOAD ROIJNDABOUT STANDAEiD CONSTRUCTI�N SPECIFICATION i)OCUMENTS 101584 Revised December 20, 20l2 32 13 13 - 19 CONCRE;'1'E PAVING Page 19 of 24 1 1. Concrete for monolithic curb shall be the same as foe the pavement and, if carried 2 back from the pavtng mixer, shall be placed within 20-rninutes after heing mixed. 3 2. After the concrete has been struck offand suf�cientty set, the exposed surfaces 4 shall be thoroughly worked with a wooden flat. 5 3. The expased edges shall be rounded by the use of an edging tool to the radius 6 indicated on the Dravvings. 7 4. All exposed surfaces of curb shall be brushed to a s�nooth and uniform surface. 8 K. Alley Paving 9 1. Alley paving shall be consteucted in accardance with the specificatians for concrete 14 paving hereinbefore described, in accordance with the d�tails shown on the 11 Drawings, and with the following additional provisions: 12 a. Alley paving shall be constructed to the typical cross sections shown on the 13 Drawings. 14 15 16 17 18 19 20 21 22 23 24 25 b. Transverse expansion joints of the type shown on the Drawings shall be constructed at the property line on each end ofthe alley with a�naximum spacing of G00 feet. a Transverse contraction and dummy joints shall be placed at the spacing shown on the Drawings. d. Contraction and dummy joints shall be formed in such a manner t}�at the required joints shall be produced to the satisfaction of the City. e. All joints shall be constructed in accordance with this specification and filled in accor�ance with the requirement of Section 32 13 73. L. Pavement Leaveouts 1. Pavement leaveouts as necessary to maintain and provide for Iocal traffic shall be provided at Iocation indicated on the Drawings ar as directed by the City. 26 2. The extent and location of each leaveout required and a suitable crossover 27 connection to provide for traffic movements shall be determined in the field by the 28 C ity. 29 30 31 32 33 34 35 36 37 38 39 44 41 42 43 44 45 46 M. Texturing/Stamping 1. Mat Stampin� While initial� finished concrete is piastic, accurately ali n� and place stam�ma#s in sec�uence. Uniformly ioad mats and press ir�to concrete to produce re uired im rint attern and de th of im rint an concrete surface. Remove statn rnats innmediate�. Hand starn� edges and surfaces unable to be i�rinted b, s�� mats. a. Retnove unembedded release a ent no fewer than three da s after stam in concrete. High pressure wash surface and joint patterns, takin c�are not to dama e stam ed concrete. Control collect and Ie all dis ase of runoff. 2. Too1 Stamping: VSJhile initiallv finished concrete is �lastic, cover surface with ol eth Iene film stretch taut to remove wrinkles la sides and ends 3 inches 75 mm and secure to ed e forms. Li htl broom surface to remove air bubbles. Accuratel,y ali�n and place stamp tools in se�uence and tamp into concrete to roduce re uired im rint attern and de th of im rint on concrete suriace. Remove stamp tools immediatelv. Hand stannp edges and surfaces unable to be imprinted bX stamp tools. Unroll and remove pol�ethylene film immediately after taol stamping. a. Anti uin A ent: A 1 over li uid release a ent accordin to manufacturer's written instructions. CITY OF' I'OR'I' WORTH E. NORTH5IDE DR1VE & COI.D SPRINGS ROAD ROUNDABOUT STANDARD COI*1STRUCTION SPEC3FICATIdN DOCUMENTS 1d1584 Revised December 20, 2012 32 13 13-20 CONCRETE YAVING Page 20 of 24 1 3. Roller Texturin : While initiall finished concrete is lastic cover surface with 2 �olvethylene film, stretch taut to remave wrink�es ia�sides and ends 3 inches (75 3 mm and secure to ed e farms. Li htl broom suriace to remove air bubbies. 4 Accurately align roller and repeat rollin�peration to produce rec�uired im rint 5 attern and de th of im rint on concrete surface. Hand stam surfaces inaccessible � to rolier. Unroll and remove ol eth lene film immeciiateI after roller stam in . 7 a. Anti uin A ent: A 1 over li uid release a ent accordin to manufacturer's � written instruciions. 9 N. Decorative Concrete Pavement Schedule I O ]. Textured/Stam�ed Decorative Cement Concrete Pavement f submit sample to City 1 I for A�proval) 12 a. Locations: Indicated on�lans ] 3 b. Colorin Method: Inte rall colored 14 1) Cotor: As noted on plans and in Section 03 35 rt 3 15 c. Im rinEin Method: Stam ed f 6 l} Median Areas: 17 a) Textures and Patterns: 5cofield Fieldstone — Random Interlockin 1 g 32x32 S3000 or a�proved equal 19 b} Release A ents; Scofield Anti uin Release — 0266 Ash White or 20 a roved e ual 21 2) Pedestrian Buffer Areas: z2 a) Textures and Patterns: Scofield Euro ean New Brick — Herrin =bone 23 26x28 56200 ar a roved e ual �4 b) Release A ents: Scafield Anti uin Release — A-26 Brick Red or 25 a ro�ed e ual. 26 27 28 29 30 31 O. Mo__ w Strips 1. Mow Strins shall be canstructed to the plan detaiis 2. Ex ansion 'oints shatl be rovided at all connections tn ad'acent curbs or avement. 3. Alt �oints shall be constructed in accordance with thfs s ecification. 4. Concrete to be 25Q0 PSI trowel finish. 3.� REPAIR 32 A. Repair of concrete pavement concrete shall be cansistent with the Drawings and as 33 specifed in Saction 32 OI 29. 34 3.6 RE-INSTALLATION [NOT USED] 35 3.'7 36 SITE QUALITY CONTROL A. Concrete FIacement 37 1. Place concrete using a fully automated pa�ing machine. Hand paving only 38 permitted in areas such as intersections where use of pav�ng machine is not 34 practical 40 a. AlI concrete pavement not placed by hand shall be placed using a fully 41 automated paving machine as approved by the City. �2 b. Screeds will �ot be allowed except if approved by the City. 43 B. Testing oiMateria�s CITY OF �'OAT WORTH E. AJORTHSIDE DRIVE & COLD SVRII�IGS ROAD ROiJNDABOUT STANDARD CONSTRUCTION SPECIP1CATiON DOCUMENTS 101584 Revised December 20, 2012 32 13 13 -21 CONCRETE PAVING Page 21 af 24 1 l. Samples of all materiais for test shall be made at the exp�nse of the City, unless 2 otherwise specified in the special provisions or in the Drawings. 3 2. in the event the initial sampling and testing does not comply with the specificaiions, 4 all subsequent testing of the material in order to determine if ihe material is 5 acceptable shall be at the Contractor's expense at the same rate charged by the 6 commercial laboratories. 3. All testing shall be in accordance with applicable ASTM Standards and concrete testing technician must be ACI certified or equivalent. C. Pavement Thickness Test 10 1. Upon comple#ion of t�e work and before final acceptance and final payment shall 11 be made, pavement thickness test shall be made by the City. 12 2. The number of tests and location shall be at the discretion of the City, unless 13 otherwise specified in the special provisions or on the Drawings. I4 3. The cost for the initial pavemeni thickness test shall be the expense of the City. 15 4. In the eveni a deficiency in the thickness oipavement is revealed during normal 16 testing operations, subsequent tests necessary to isolate the deficiency shall be at 17 the Contractor's expense. 18 5. The cost for additional coring test shall be at the same rate charged by commercial i9 laboratories. 20 6. Where the average thicicness of pavement in the area foand to he deficient in 21 thickness by mare than 0.20 inch, but not more than 0.50 inch, payment shall be 22 made at an adjusted price as specified in tha fol�or�r+ing table. 23 Deficiency in Thickness Proportional Part Determinad b Cores Of Contract Price tnches Allowed 0.00 — 0.20 100 percent 0.21 — 0.30 80 percent 0.31 — 0.40 70 percent 0.41 — 0.50 60 percent 24 25 26 27 28 29 30 31 32 33 34 35 36 7. S. 9. lU Any area of pavement founc� deficient in thickness by more than O.SO inch but not more than 0.75 inch or 1/IO of the thickness specified on the Drawings, whichever is greater, shall be evaluated by the City. If, in the judgment of the City the area of such de�ciency should not be removed and replaced, there shall be no payment for the area retained. [f, in the judgment of the City, the area of such deficiency warrants removal, the area shall be removed and replaced, at the Contractar's entire expense, with concrete of the thickness shown on the Drawings. Any area of pavement found deficient in thickness by mare than 0.75 inch or more than I/I 0 of the plan thickness, whichever is �reater, sI�all be removed and replaced, at the Contractor's entire expense, with concrete of the thickness shown on the Drawings. CITY OP PORT WOItTH �. iVORTHSIUE ARIVE & COLD SPRINGS RbAD RdUNDABOUT S7'ANDARD CONSTRUC7'ION SPECIFICATION DOCUMENTS 1D1584 ltevised December 20, 2012 32 13 13-22 CO1+�CIiETE PAVING Page 22 of 24 1 1 l. Na additional payment over the contract unit price shall be made for any pavement 2 of a thickness exceedin� that required by the Drawings. 3 D. Pavement Stren�h Test 4 l. Durin� the progress of the work the City shall provide trained technicians to cast 5 test cylinders for conforming to ASTM C31, to maintain a check on the 6 compressive strengths of the concrete being placed. 7 2. After the cylinders have been cast, they shall remain on the job site and then S transported, moist cured, and tested by the City in accordance with ASTM C31 and 9 ASTM C39. IO 3 11 12 13 14 l5 16 17 18 19 20 21 22 23 2�} 25 26 27 28 29 30 31 4. 7 `� In each set, 1 of the cylinders shall be tested at 7 days, 2 cylinders shall be tested at 28 days, and 1 cylinder shall be held ar tested at 56 days, if necessary. If the 28 day test resufts indicate deficien# strength, the Contractor may, at its option and e�pense, core the pavement in question and have the cores tested by an appro�ed laboratory, in accordance with ASTM C42 and ACl 318 protocol, except the average of all cares must rneet 100 percent af the �tainimum specified strength, with no individual core resulting in less than 90 percent of design strength, to override the results of the cylinder testa. Cylinders and/or cores must meet minimum specified strength. If cylinders do not maet minimum specified strength, additional cores sha11 be taken to identify the limits oi deficient concrete pavement at the expense of the Contractor. Cylinders artdloc cores must meet tninimum specified strength. Pavement not meeting the minimum specified strength shall be subject to the money penalties or removal and placement at the Contractor's expense as show in the foIlowing table. The amount af penalty sha]] be deducted from payment due to Contractor; sach as �enalty deducted is to defray the cost of extra maintenance. The strength eequirements far structures and other concrete work are not altered by the special provision. Na addi�ional payment aver the contract unit price shall be made for any pavement of strength exceec�in� that required by the Drawings and/or specifications. 32 E. Cracked Concrete Acceptance Policy 33 1. If cracks exist in concrete pavement upon cotzipletion of the project, the Project 34 lnspector shall make a determination as to the need for action to address the 35 ceacking as to its cause and reco�nmended remedial work. 3b 2. If the recommended remedial wark is rou#ing and sealing of the cracks to protect 37 the subgrade, the Inspector shall make the determination as to whether to rout and 38 seal the cracks at the time of final inspection and acceptance or at any time prior to 39 the end of the project maintenance period. The Contractor shall perform the routing 40 and sealing work as directed by the Project Inspector, at no cost to the City, 41 regaedless of the cat�se of the cracking. CI'['Y OF FORT WORTH E, NOR'1'HSIDE DRIVH & COLD SPRINGS AOAD ROUNDABdLJT STANDARD CONSTRUG'C10N SPECiFICATiOfV DpCUNIENTS l0 [ 584 [Zevised December 20, 2D12 32 l3 l3 - 23 CONCRETE PAVING Page 23 of 24 7 3. If remedial work beyond routing and sealing is determined to be necessary, the 2 Inspector and the Contractor will attempt fio agree on the cause of the cracking. If 3 agreerrtent is reached that the crackin� is due to de�cient materials or workmanship, 4 the Contractor shall perform the remedial work at no cost to the City. Remedial 5 work �n this case shall be limited to removing and replacing the deficient work with 6 nevv material and workmanship that meets the requirements of the contract. 7 4. If remedial work beyond routing and sealing is determin�d io be necessary, and the 8 Inspector and the Contractor agree that the cause oft�e cracking is not deficient 9 materials or workmanship, the City may request the Contractor to provide an 10 estimafie of the cost of the necessary remedial work and/or additional work to 11 address the cause ofthe cracking, and the Contractor will perform that work at the 12 agreed-upon price if the City elects to do so. 13 14 15 I6 17 18 19 20 21 22 23 24 25 26 27 28 29 30 6. 7 If ramedial work is necessary, and the Inspector and the Contractor cannot agree an the cause of the cracking, the City may hire an independent geotechnical engineer to perform testing and analysis io determine the cause of the cracking. The contractor wil� escrow 50 percent of the proposed costs of the geotechnical contract with the City. The Contractor and the City shall use the services of a geotechn�cal firm acceptable to both parties. If the g�otechnical engineer determines that the primary cause of the cracking is the Contractor's deficient material or workmanship, the remedial work will be performed at the Coniractor's entire expense and the Contractor will also reimburse the City for the balance of the cost oithe geotechnical investigation over and above the amount that has previously been escrowed. Remedial work in this case sha11 be limited to removrng and replacing the deficient work with new material and workmansf�ip that meets fihe eequiremenis of the contract. If the geotechnical engineer determines that the primary cause of the cracking is not t3�e Contractor's deficient materfal or workmanship, the City will return the escrowed funds to the Contractor. The Contractor, on request, will provide the City an estimate of the costs of the necessary remedial work andlor additional work and will perform the work at the agreed-upon price as directed by the City. 31 3.8 SYSTEM STARTUP [NOT USED] 32 3.9 ADJUSTING [NOT USED] 33 310 CLEANING [NOT USED] 34 3.11 CLOSEOUT ACTIVITIES [NOT USED] 35 3.12 PROTECTION [NOT USED] 36 3.13 MA�NTENANCE [NOT LTSED] 37 314 ATTACHMENTS [NOT USED] 38 CITY OF FORT WORTH E. NORTHSIDE DR1VE & COLD SPRINGS ROAD ROUNDABOUT STAt�lDARD CONS'fRUCT[ON SP�CIFICATION DOCLTMENTS �015$4 Revised December 20, 2012 32 13 13 - 24 CONCRETE PAVING Page 24 of 24 END OF SECTION CITY OF PdRT WORTH �. NC}RTI[S1DE DRTVF:' & C'OLD SYR1IdGS ROAD ROUNDft$OUT 3TANDARD CONSTRUC'1'ION SPEC[F'1CATIpN 1]OCUMEN'I'S 101584 Revtscd Decem6cr 20, 2D 12 APPENDIX GC-4.Q2 Subsurface and Physical Conditions GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GR-01 60 00 Product Requirements CITY OF PORT WORTH E. NORTHSIDE DR1VE & CQLD SPRINGS RdAD ROUNDABOU`1' STANDARD CONS'1'ItUCTION SP�CIFICATTDi�I DOCUMENTS 101584 Revised July 1, 20l L GC��a�� Suulbsur°�a�e �n� ��ys�ca�l ��r��ll�i��ns '�'.l[3IS �P�.�� l[1E�`7C �l�T'I'�EI�T�O�TA�LLY ]�LA.�K CITY OF FORT WORTi-I E. I�IOR'l'HS1D� BRIVE & COLD SPRINGS ItOAI} ROUNDABOU'T STANDARD CONS'1�KUCTION SPECIFICATEON I}OCUM�NTS ]01584 Revised July 1, 201 I G�O��GbNICAL EAlGIfi1��RIN� SiU9Y P�Q�OS��?�OUNDA�AUi �. fV�RT�SEDI� DRIVE A7 CQI�D SPRIN(�� 1ZOAD �ORi i�ORTb, TI�X�,S Presented Ta: Ji' Engineering, Inc. May 2019 PROJECT i�0. afi81-'f�-Q1 � �p 'r�T7�+ 7�7 7��T 7G36 Pebble Drive __..�� ,.L`I �1L1.11G��Y1�1 �� ltl� �� FortWarth, Teacas 7G11� www cm�en�t.con� May 15, 2019 Report No. 2�81-� 8-01 JT �ngineering, Inc. 6325 Ddana Road, 5uite 2 Madison, Wl 53�19 At#n: Mr. Jedidiah Munroe, P.E. G�OTECb�IfCAL �N�IN��RINC SYU�Y PRO�pSED RQU�VDA�OUi �. NORTbSID� �RI!!E Ai CO�D SPRIRlGS ROAD FQRT 1�lORTH, TEXAS Dear Mr. Munroe: Submitted here are the results of a geotechnical �ngineering stucty for the referenced project. This study was performed in general accordance with CMJ Proposal No. 18-69Q1 dat�d May 29, 2018. The geotechnical services were autharized via Subcontract Agreement No. SC-180066-D04 between JT Engineering Inc. and CMJ Engineering lnc. daisd D�cerr�ber �0, 2018. Engineering analyses and recnrnmenclations are contain�d in #he fext section af the report. Resu[ts of our field and laboratory services are included in the appendix of the repor#. We vvould appreciate the oppor�unity to be considered for providing the mataria�s engineering and geatechnical observation services cluring the conskructian phase of this projecf. We appreciate the opportunity to be of se�vice to JT Engine�ring, lnc. Pleas� contact us if you ha�e any questions ar if we may be of #urther service at fhis time. Respectfully submit#ed, CMJ E1�GIN��tr►�G, IN�. T6JCA5 FIRM IiCGISTf�ATION NO. F-9177 �, c� O. � �:�a� �wc�o��wous�+� � {( : W �A�I�NE�A •t�,; �1 �� i0�/O��Oq�H�NpN..i1� A ��_.a 27� 1 @ �`� O Matthew W. Kammerdiener, P.E. Project Engineer Texas No. 127818 �?,*�y�� Jam P. Sappington IV, P.E. �`� Pre dent Texas No. 9i402 copies su�miited: (2) Mr. Jedidiah Munroe, P.E.; ,�T �ngineering, �nc. (email & mai�} Phone (s17) 2�4-g400 Fax {817) 589-9993 Metro (817} 589-99�12 TA�L� OF CUP[��N�� 1.0 2.0 3.0 4.0 5A 6.0 7.0 8.0 Pac�e IIVTRODUCTl01V_.........------------------------------------------------------------.._....................__..-------_____...._......-----1 FiELD �XPLORATlON ANn I..AB4RATORY T�STING ------------------------------------------------------2 S�BSl1R�'ACE CONDITIONS-__......-------------------------------------------------------�-__-----____..__...._-_-----3 EXISTINGFI�LS-__......---------------------------_..-----------------------------........--------------______----___--_____-_�4 PAV�M�NT DESIGN -------------__----------------------------------_...._-_______..__.__._-____------------------------5 EAR7NWORK---------------------------------------------�_..__------------______................_____----------------______--10 CONSTRl1CTfON OBSERVATIONS -----------_......_........__..---..------------------------------------....-----------12 REPORT CLOSUR�---------------------------------------------------------------------....------------------____----13 APP€Fd�lX A �'late Pfanofi Borings --------__-------------------------------__..___.._.._......_______-------------------------------__-----------------A.9 - �nified Soil Classificatian System------___..-------------------------------------------------------------�_-_-------------A.2 Key ta Classification and Symbols_________�..---------------------------------------.._------------------------_______..__..A.3 LagsQf Borings -----------------------------------------..------------,.-----___..__.._____.._.._______________.._-----------A.4 — A.6 Free5well Test Resulis -------------------------------------------____...._.._..__....._.._-------------------------------------- A.7 Soluble Sulfate Test Results ---------------------..___----------------------------__..____----------------------------------A.8 Lime S�ries Test Results________________________..---------..______----------------------------------------__�____-----__....__A.9 APPE�l�IX �i Plate Pa�ement Thickr�ess besign ----------------------------------------------..__..____-_------------------------------B.9 — B,2 '� .0 IN`f'Fi�DUCiI(�N '9.'f General This report pres�nfs the resufts of a geotechnical engineering study for the propased roundabout at the intersectian of E. Northside Drive and Cold Springs Road in Fort Worth, Texas. The project, as currently planned, will consist of converting the existing intersection to a rau�dabout. This report conforms to fhe City of Fart UVorth Pavemertt Design Manual, dated January Z9, 2015. Plafe A.'f, Plan of Borings, depicts the praject vicini#y and approximate locations o� the exploration barings. 'i.2 Purpose and Sco�oe The purpose of this geotechr�ical engineeri�g study has been to determine the general subsurface conditions, evaluate the engineering characteristics of the subsurface materials encvuntere�d, de�elop recommendations �ar the type or types of pavement subgrade preparation and modification, pro�ide pavement design guidelines, and provide ear#hwork recommendaiions. To accomplis#� its intended purposes, the study has been condt�cted in the follovuing phases: {1) dri!ling sample borings to determine the general subsurFace conditions ar�d to obtain samples for test�ng; {2} perFarmi�g laboratory tests on appropriate samples to determine pertinent engir�eering properties of #�e subsurFace materials; and �3) perForming engineering analyses, using the field and labora#ary data to develop geotechnicaE recvmmendations for the proposed constructian. The design is c�rrently in progress and the locations anc�/or ele�atians of the roadway could change. Once tha final design is near completion (80-percent to 90-percer�t stage), it is recommended that CMJ �ngineering, Enc. be r�tair�ed to review those portions af the construction documents pertaining to the geotechnicaf recommendations, as a means to cfeterrnine ihat our recommendafions haWe been interpreted as intended. 1,3 R�port Format The t�xt af #he report is contai�ed in Sections 1 through $. All plates and farge tables are contained in Ap�aendix A. The alpha-nurneric plate and table num�ers identify the appendix in which they ap�ear. Small tabfes of less than one page in length may app�ar in the body af the text and are numbered according to the section in which tney occur. Repo�t No. 2681-18-09 CMJ �NGINEERIPlG, I�VC. � Units used in the report are based on the English system and may include tons per square foot (ts�, kips �1 kip �'f,000 pounds), kips per square foot {Ks#�, pounds per square foot (ps�, pounds per cubic foot (pc�, and pouncls per square inch (psi). 2.0 FI�LD �X�LOR�e�'t�� AN� L��OFt�T�RY T��7iW� �.1 �ield �xploration S�bsur�ace materials at the projecf site were explared by three (3) �ertical soil borings drilled to a depth nf 1 � fe�t below existing grades. Tf�e borings were drilled wi#h truck� mounted drilling equipment using continuous ffight augers at the ap�roximate locations shown on tF�� Plans of Borings, Plate A.1. The boring lags are included on Plates A.4 thraugh A.6 and keys to classifications and symbols used on the logs are providec! on Plates A.2 and A.3. Undisturbed sarnples of cohesiv� soi�s were obtair�ed with nomir�al 3-inch diameter thin-walled (Shelby) tube samp[ers� at the locatians shown on the Iogs of borings. The 5helby tube sampler consists of a thin-walled sfeel tube with a sharp cutting edge connected to a head eq�i�ped wit� a ball valve threaded for rod connection. The tube is pushed inta the sail by the hydraulic pulldown of the drilling rig. The soil specimens were extruded from the tube in the field, �ogged, tested for consistency with a hand penekrameter, sealed, and pac[�aged to limit loss af moisture. The cons�stency af cohesive soi! samples was evaluated in the field using a ca�ibrated hand penetrometer. In this test a 0.25-inch diarrEeter pistan is pus�ed in#o the relati�ely undisturbed sample at a constant rafie to a depth of 0.25 inch. Th� resufts of these tests, in #sf, are tab�lated at r�spective sample depths o� th� logs. UUhen the capacity of the penefrometer is exceecfed, �he va[ue is tahulated as 4.5+. 2.2 Labora�ory iesting Labflratory soil iests were perfarmed on selected representative samples recovered from the borings. Iro addition to the classification tests (liquid limits and plastic firnits}, moisture cor�tent, unit vueig�t tests and unconfined compression fests were performed. Results of the laborafory classification tests, maisture canten� and unit weight tests conducted for this project are included or� t�e boring fogs. Re{�ort No. �$81-�i8-01 CMJ ENGIMEERING, INC. 2 Swell tests were performed on specimens from selected samples of the clays. These tests were perfvrmed to help in evaluating the sweil potenfial of soifs in the area of the propos�d pavement. The results of the swell tests are presented on Plate A.7. Soluble sulfate tests were conducfed on sefected sail samples reco�ered fram the borings. The sulfate testing was conducted to help identify sulfate-inducec� heaving potentiai �f th� sails. Sulfate- induced hea�ing can cause detr�mental volumetric c�anges to a lime modified subgrade. The resu(#s of t�e sulfa#e tests are presented on Plate A.B. One Eades and Grim Lirne Series test was perFormed on a sefected sam�ale to identify the ap}�ropriate concentration df lirne to add to sails far modification purposes. The resuits of the lim�; series test are presented on Plate A.9. The above laborat4ry tests were performed in general accardance with applicable ASTM procedures, or generally accepted practice. 3,Q SU�3SUFt�AC� CONDIiIOf�S 3.1 Soil Conditions Specific types and depths of subsurface strata encauntered at the boring locations are s�own on the baring logs in Appendix A. The generaliz�d subsurface stratigraphy encaun�ered in the borings are discussed i�elow. Note thaf depths an the �nrir�gs refer #o #he depth fram t�e existing grade or graund surFace �resent at the time of fhe in�estigatian, and the boundaries betw�er� the various soil typ�s are approximate. The b�rings were drilled on the existing paWement. The pa�ement section consists af 8 inehes of Portland Cement Goncre#e {PCC) in Boring B-1, 3 inches of hat-mix asphalt concrete {HMAC) underlain by 5'/ inches of PCC in Bori�g B-2 and 4 inches of HMAC in Boring B-3. The pavement was canderlain �y � to 9 inches of crushed rock base material in all borings. Soifs encountered cansist of brown, darit gray and gray silty clays, sandy cfays and clays. The near surFace clays are noted as possible fill to a depth of 7 f�et in Baring B-2 and through boring terminaiion at a depfh of 1 fl feet �n Borings B-1 and B-3, The various clayey soils typicalfy contain limeston� fragments. Repnrt No. 2sa�-ts-o� CM,� �NGI[VREItING,i�c. 3 The various clays had tested Lic�uid Limits {LL) of 25 to 50 with Plasticify Indices (PI) of � 1 to 32 and are cfassified as CL. and CH by the USCS. The various c�ays were generally sfiff to hard (soif basis} irt consistency, with pocket penetrometer readi�gs af 2.0 to greater than 4.5 #sf. The clay soiis had tested clry unit weight �alues of 88 to 124 pcf and t�sted unconfined compressive strengths were 4,10fl and 4,420 psf. 3.� Ground V�afier Observafions The borings were drifled using con#inuotas fiight augers in arder to of�serve graund water seepage during drilling. Ground-water seepage was nof encoun#ered during drilling and afl borings were dry at cornpletion. Durir�g wet periods of the year see�age can occur in joints in the clays ar via more permeabl� strata. Fluct�ations of the ground-vuater level can occur due to seasona! variations in fhe amount of rainfali; site tapography.and runoff; �ydr�aulic conducti�iiy of soil strata; and ath�r factors not eviden# at the time the borings w�re performed. The pvssibiiity of ground-water level fiuc#uations should be considered when devefoping the design and constructian plans far #he project. 4.0 �C�ISiIiVG �ILLS Existing possible fills were encountered ta a depth of 7 feet in Boring B-2 and through boring termination at a depth ofi 1fl feet in Borings B-1 and B-3. Samples o�. the possib�e fills were reasonably dense and free of significant vaids. However, in the absence of documented density cantrol, the possibility of �ndercampacted zones or voids exists. Removal anc! replacemen# of all #he fili fnllawing #he recommendations in subsequent sections of this report is the only method eliminatir�g #he risk of unusual settle�ment. Mett�ads less extreme than compleie remar�al are discussecf in the Pavement Desiqn and Earthwork sections of ihis report. These methads are intended to represent a reasonable approach for constr�ction of paving; how�ver, t�tey will not eliminate the risk of unexpect�d mov�ments in some areas. Report No. 2681-16-01 CMJ $NGINEERIPIG, INC. 4 �.0 P�e1/�iVY�Pr�i 13�SI�fV 5.1 Pa�em�nt Subgrade Consider�ations 5.1.1 G�nera! The perfarmance af the pavement for this projec# depends upan severa[ facfars incfuding: the characteristics of the supporting soil; the magnifude at�c! frequency of wheel load app[ications; t�►e quality of construction materials; the contractor's p�acement and workmanship abilities; and the desired period of design iife. The success of fhe pavernen� subgrade is subgrade soil strength and control ofi water. At�equaie subgrade �erformance can be achie�ed foy modifying or stabilizing the exis#in� soils used to cor�struct ti�e pavement subgrade. Pawement sections are susceptible to edge distress as edge support deteriorates avertime. Therefore, care must be taken to provide and maintain proper edge support. In conjunc#ion wifh a stabilized subgrade underlying the pavement, it is recomrnended that the stabilized subgrade e�ctend a minimum a�F 12 inches beyond the riding surface on each side af the proposed pavemer�f. Maintenance should be pravided when edge support d�teriarafies. 5.� Potential Verticai t�lo�ements Estimates af expansive mavemenf potential haue been estimated using TxD�T Test Methoc� Tex 124-E. Potentia! verticaf ►rEoverr�ents on the arder of 2'/ inches are estimated. Mo�ements in excess of the estimated �alue can occur if paor drainage, excessive water collection, feaking pipe4ines, etc. occur. Any such excessive water conditior�s shouid be rectified as soon as possible. In order to minimize rainwater i�filtration through the pavernent surface, and thereby rninimizing fiuture upward movement of the pa�ement slabs, all cracks and jainfs in the pavement should be sealed on a routine basis after cons#ruction. 5.3 Sul�ate-Induced Heaving Saluble sulfate testing was conducted to check for sulfate-induced heaving potential. Sulfa#e- induced heaving is caused when hydrated lime is added to a soil with �i�i� sulfate concentratfon. The iim� reacfs with the sulfates ta cause potentially large vofurnetric changes in the sail. Saluble sulfa#e levels in soils on the order of 2,Q00 parts-per-millio� (ppm} or iess are usualiy of fow cor�cern and warranf only observatian af the subgrade during t�e sfabilization process. Soluble suffate levels an the order of 2,OOQ to 6,000 ppm usually warranf a doubl� lime process, with the first Repnri Na 2881-78-01 CMJ ENGI�l��t�N�,INc. 5 treatment of lime consisting of �/x the recommended cancentration anc! a secor�d lime treatment consisting of the fulf recammended concentration. Sulfate levels an the order of 6,OOD+ ppm may reauire a double-lime process, witf� the fvuo full concentratian lime tr�atments. The saluble sulfafe levels ofi the tested sam�les were less than 100 ppm. Since ihe samples tested were below 1,000 ppm, a single treatment process is recommend�d at this time. The sin�le treatment is described in Section 5.4. In addition, it is recommended that during the curing period af the lim� treatment, ihe subgrade be supplied with ampie moisture to aflow pro�er hydration, and it should be checked for any volumetric cha�ges that may indicatc a suffate-induced heaving candiiion, �.4� Pavemen4 Subgrade Preparafion 5.�4.1 General Anticipated subgrade materials are generally variabl� cor�sisting of clays a�d sancly clays of low to high plasticity. The nigher plasticity clays those with a PI of 19 and aboWe, are subject to loss in suppork �alue with the maisture ir�creases which occur beneath pa�ement sections. They react with hydrated lime, which serves to improve arrd maintain t�eir suppork value. Treatment of these sails with �ydrated lime will improve their subgrade characteristics to support area pavir�g. Alternafiively, in lieu of a lime stabi[ized subgrade, a flexible base meeting TxDOT item 247, Type A, Grades 1 or 2 may �e utilized on an equal basfs placed and aompacted per the referenced Repar� Section 6.2. The option of using a flexible bas� in fieu of lime stabilizing the subgrad� presents a relatively�quick, straight forward solution ta preparing the subgrade prior to pavement placement. �.�.2 Lime Stabil�zatian L.ime stabiEizafion is recommer�ded for a!I subgrade areas wifh plastic clays with P['s in excess of 11 in accardance with the City of For� Worth Pa�ement Design Manual. Prior to lime addition, the subgracie shauld be proQfrolled with hea�y pneumatic equipment weighing a mi�imum 25 tons, with particular attention �o exisiing fill areas. Any soff or pumping areas shoufd be undercut to a fir�m subgrade and properiy backfifled as described Section 6.0. The sfabilized pa�ement subgrade shauld be scarified fio a minimum depth flf 6 inches and uniformly compacted to a minimum af 95 p�rc�nt of Standard Proctar density (ASTM D 698), betweer� minus 2 io plus 4 percentage points of the optimum moisture content determined by that test. It should F2epOrt �10. 268i-98-p7 - CMJ $NGiNEE�RING,INC. G then be protecfed and maintained in a moist condition �ntil the pavernent is �laced. The pres�nce of limes�one fragrnents in the surficial soils can complicate mixing af the sail and lime. It is recommended a minirnum of 6�ercent hydrat�d lime be used to stabifize the cfay subgrade soils. The �stimated amount nf hydrated lime rsquired to stabiliz� the subgrade should be on the order af 36 �ounds per square yard based an a soil dry unit weight of 1D0 pcf for an 8-inch,deAth. The hydrated lirr�e should be thoraugh�ly mixed ar�d blended with the upp�r 8 inches of fhe clay subgrade (TxDOT lterr� 260). The hydra#ed lime should meet fhe requirements of ltem 2G0 (Type A) in ti�e Texas Department of Transportation (TxDOT) Standard Specifications for Construction of Highways, Streets and Bridges, 2014 Edition. 5.4,2 5ub rade Pre aratiorr Considerations It is recommended tha# subgrade stabilization extend #o at least ane fioot beyand pavement edges to aid in reducing pavement mo�ements and cracking along the curt� line due to seasonal rnoisturs variatians after construction. Each construction area should be shaped to aElow drainage of surface wa#er during earthwork operations, and surFace water should be pumped immediately from each construction area after each rain and a f�rm su�grade conditior� maintained. Water should not be allowed to pand in order to prever�t percolation and subgrade softening, and subgrade treatments shouid be adcled ta the subgrade after removal af all surFace �egetation and debris. Sand shou(d be specificafly prohibited beneat� pa�ement areas, since these more parous soils can allow water inflow, resufiing in heave and strength ioss of subgrade soils (lime stabiiized soii will be allawed #or fine grading}, After fine grading each area in preparatio� for paving, the subgrade surface should be lightly maistened; as needed, and recompacted tn obtain a tight non-yielding su�grade. Surface drainage is critical to the perFormance of this pavement. Water should be allowed to exit fhe pavement surfiace quickly. AIE pavemen# construction should be perforrr�ed in accordance with the procedures pro�ided in Section 5.6. 5.5 Pavement Section At the time of t�is investigatian, vehicie tra#fic studies were not available. Pavement analyses were perFormed using mefhods outlined in the AA5HT0 Guide for Desi�cn of Pa�emenf Structures, �993 Edi#ion, published by the Arnerican Association of S�ate Highway and Transportation Officials. The design equations were solved using AASHTO Pavement Analysis Sofitware. In the AASHTO Repart Nn. 2681-98-01 CM] ENGINEERiNG, INC. 7 method, traffic foads are �xpressed in Equivalent 18-kip Single Axle �.oads (ESAL) o�er the design life of the pavement structure. Based on the results of the field and laboratory investigation, soil p�asficity properties, and requirements of the City flf Fort Worth Pavement Design Manual, dated January 29, 2015, the follow9ng design parameters were used in our thickness design calculaiions for the proposed roadway. S�bgrade Soils ........................................................ Clay Design �.ife .............................................................. 30 years Initial Serviceability .....................................:............4.5 (rigid}, 4.2 (flexible} Termina! Serviceability ............................................ 2.2� Reiiabifity...........................................................�----- 90% O�erafl De�iation .....................................................0.39 (rigid}, 0.�45 {flexible) Laad Transfer Coefficient ........................................ 3.0 Drainage Caefficient ................................................ 1.0 Design CBR (raw subgracle} .................................... 3 D�sign CBR (lime trea#ed) ....................................... '15 Lossof Support ....................................................... � Concrete Madulus of Efasticity ................................ 4,OQ0,000 psi Concrete Modulus of Rup�ure ..................................620 psi The fallowing rigid pavement section is pravided for a Arte�lal classification per Table 3.1 af the referenced City af Fort Worth design manual. DetaiEed pa�ement design calculations and assumptions are presented on Plates B.1 and B.2. Th� follawing pavement sectians are suitable tvr the preWiously mentioned assumptions. Any deviation from these assum�tions should be brought to our atten�ion immediately in order to assess fheir impact on our recammendations. �abfe �.��7 Pavement �hickness Summary �avement Sec�ion Street Growth �esign �i�e Design Thickn�ss ��rial Classifica�ion Fac�ior (Years) ESA� i r�. 10.5 Portland Cement Cnncrete $ Lime Stabilized Subgrade or Fiexible� Base 2 HMAC Type D Art�rial Z.5°10 30 13,170,000 31 HMAC Typ� B � Lime 5tabilized Subgrade ar F'lexible Base Repor# iVo. 2661-18-D1 cm[r ]E�rc�N��[�rrrc, ��rc. C�3 �,B �a�emen� fl�a�eriai Requirements Material and process specificatians develaped by the Texas Departmer�t of Transportation (TxDOT) ha�e been u#ilized. These specificat�ons are outlined in the Tx�OT Standard Specificatior�s for Construetian of Hiqhwa�s, Streets and Bridt,�es, 2014 Edition. Specific construction recommendations for pavements are given below, Reinfarced Portland Cement Concrete: Reinforced Portland cement concrete pa�ement should consist of Portland cement concr�te ha�ing a 28-day compressive strength ofi at least 3,600 psi. The mix shauld be designed in accordance with the ACI Code 3'E8 using 3 ta 6 percenf air entrainment. The pavement sho�ld be adequately reinforced with temperature steel and all construction joints ar expansionlcontractivn jaints shoul� be provided with load transfer dowels. The spacing of the joints wi�l depend primarily nn the type of st�el used and aiso thickness of the pavement. No. 4 steel rebar spaced at 18 inches on center in both the longifuclinal and transverse direction is required for a 90.5- inch th�ck pavement, in accordance with tY�e City of Fart Wor�h Pa�ement Design Manual, dated January 2015. Ho# Mix Asphaltic Concrete SurFace Course: i#em 340, Type D, Texas Department of Transportation Sfandard Specifications for Cansfiruction and Maintenance of Highways, S#reets, and Bridges, 2U14 Edition. Hot Mix As �aitic Concrete Base Course: Item 34Q Type A or B, Texas DeparErnent of Transpor�ation Standard Specifica#ions far Construction and Maintenance of Highways, Streets, and Bridges, 2414 �dition. �ime S�abilized Sub rade: Lime treatment for base course (road mix) - Item 260, Texas Department of Transportation Standarc! Specifications for Cvnstruction and Maintenance of Highways, Streets, and Brid�es, 2044 Edition. Flexible Base: Crushect Sfione Flexible Base — ltem 247, Type A, Grades 1 or 2, Texas Department of Transporfiation Standard Specifications for Canstruction of Maintenance of Highways, 5treets, and Bridges, 2014 �dition. �.i General PaVement Cansiderations The design o'f the pavement drainage and grading should consider the patential for differer�tial ground movement due t� futur� soil swelling of �p to 2'/2 inc�es, In ard�r #o minimize rainwater Report No. 2687-16-01 CMJ ��cz�v��Ri[vG, Itvc. 9 infiltraii�n througn the pavement surface, and thereby minimizing future u�ward movement of the pavement slabs, all cracks and joints irr the pavement should be seaied on a roufine basis after construction. Proper surface drainage in the shoulders is also criticaf to lang term per�orrrzance ofi the pavement. Water allow�d to pond adjacent ta the pavement will resuft in loss of edge and subgrade support and an increase in post construction Y�eave of the pavement. 6,0 ��IiiH�Q�Ft 6.'f Si�re �reparaiion The site should be stripped of vegetafion, roots, old construetian debris, and other organic material. It is es�imated that the depth of stripping wilE be on the arder of 1 Q#0 12 inches. The actual st�ipping depth should be based on field observations with par#icuiar attention given tv vld drainage areas, uneven �opography, and excessively wet soils. Tf�e stripped areas should be obserued to determine if additional excavation is required ta remove weak or otherwise objectianable materials that would adversely affect the fill placement or other cortstruction activities. The subgrade should be firm and able to suppart the cor�struction equipm�nt withaut displacement. Soft or yielding subgrade should be corrected anc! made stable before construction proce�ds. The subgrade should be proof rolled to detect soft spo�s, which if �xist, should be rewarked �o pravide a firm and otherwise s�itabl� subgrade. Proof rolling shouid be perfiormed using a heavy pneumatic tired roller, loaded dump truck, or similar piace of equipment (minimum 2� ions}, The proof rolling aperations shoulcf be abserved by the project geotechnical engineer or his/her representati�e. Priar to fil! placement, t�e subgrade should be scarified to a minimum depth of 6 inches, its moisture content adjusted, and recompacted fo the moisture and density recommended for fill. 6.2 placemen� ar►d Gompacfion, Gener�al Fill Filf rnaterial should be placed in loose lifts not exceec�ing 8 inches in uncompacted thicE<ness. The uncampacted lift thickness should be reduced to 4 i�tches for structure backfill zones requiring hand- operated power compactors or small self-propelled compactors. T#�e fill material sho�alcf be uniforrr� with resp�c# fa material type and moisture confent. Clods and c�unks of material should be broken down and the fill mafierial mixed by disking, blading, or plowing, as necessary, so that a material of Repor� No. 2681-18-01 CMJ EN�[N�HRTiVG, TNC. 10 uniform moisture and density is abtained for each lift. Water required for sprinkling to bring the fili material to the proper moisture cor�tenf shauld be applied evenly through each layer. The on-site soi�s are suitable for use in genera! site grading. Imported fill rnaterial should be clEan soii with a Liquid Limit less than 4Q and no rock greater than 4 inches in maximum dimension. The fEll materials should be free of vegetation and debris. Tt�e fill ma#erial should be compacted to a minimum of 95 �ercent of the maximum dry density determined by #he Stancfard Practor test, ASTM D 698. In conjunction with #he campacting operatian, #he fill material should be brought fo the proper moisfure content. Tf�e moisture content for general earth fill shou[d range from 2 percentage points below optimum to 5 percentage poinfs above optimum (-2 to -�5). These ranges of moisture cantents are given as maximum recammended ranges. For some soils and ur�der some conditiorts, the contractor may have to maintain a more narrow range of moisture content (within the recflrrimer�ded range) in order to consistenfly achieve the recommended density. Fiefd density tests shauld be taken as each lift of fill rnat�riai is placed. As a guide, ane field density t�st per fift for each S,OOD square feet of compacted area is recommended. For smal� areas or critical areas �he freqiaency of testing may need ta be increased to one test per 2,50D square feet. A minimum of 2 tests per lift sha�ld he required. The earthwork oper�akior�s should b� o�served and #�sted on a continuing basis by an experienced geotechr�ician working in canjunction wiih the prnject geotect�nical en�ineer. Each lift should be compacted, test�d, and approved before another lift is added. The purpase of the field der�sity tests is to provide some �ndication that unifarrn and adequate compac#ion is being obtained. The actual quafity of the �ill, as corr��ac#ed, should be t�e responsi�ility of the contractar and satisfiactory results from the tests should nat �e considereci as a guarant�e of the quality of the contractor's filling o�erations. 6.3 Trench �ac�fill Trench bac�Cfill for pipelines or other utilities should be p�operiy placsd and cornpacted. O�erly dense or dry bacicfill can swell and cr�ate a maund along the completed trench line. Loose or wet backfill can settie and form a depression aiang the completed trench line. Distress to overlying structures, pa�ements, etc. is likely if heavir�g or seftlement occurs. On-site soil fill material is recommended Repart No, 2687-16-07 CMJ ENGINEHRING, INC. 'f 1 for trench backfill. Care should be taken naf to use free draining granular material, to pre�ent the backfiiled trench from becoming a french drain and piping surface or subsur�ace water beneath s#ructures, pipelines, or pavements. If a higher elass bedding material is requi�ed far the pipe�ines, a lean concrete bedding wil� limit water intr�sion into the trenc� and wili not require compac#ian after place�nent. Tl�e soif �ackfiill shoufd be placed in approximately 4- to 6-inch laos� lifts. Th� density and maisture content shauld be as recommendecf for fill in S�c#ion 6.2, Placement and Compactian, of this report. A minimum of ane fiield density test should be taken per lifi for each 750 IFnear fee# of trench, with a minimum of 2 tests per lift. 6.4 �xcavations The side slopes of exca�ations through the overburden soils should be made in such a manner to provide for their stability during const�'uction. Existing structures, pipelines or other facilities, which are constructed priar to or during the c�arrently praposed constructian and which require excavation, s�ould be protected fram loss of end bearing ar iateral suppart.. Temporary construction slopes andlor permanent �mba�kment slopes shoulcf be protected from surface r�noff water. 5ite grading should be designed to aflow drainage at planned areas w�ere erosion pratection is �rovided, insfead of allowing surFace water to flow down unprot�cted slopes. Trench safety recommendations are beyond the scope of this repor#. 7he contractor mus� comply wiih al! applicable safety regulations concerning trench safety and excavations including, b�at not limited to, OSHA regulations. G.5 Erosion and Sedirnenfi Confirol All disturt�ed areas shc��ld be protected from erosion and sedimentatian during constructEon, and all permanent slopes and other areas subject to erosion or sedimentation should be provided with permanent erosion and sediment control faciiities. All applicabie ordinances arrd codes regarding erosion and sediment controR shouid be followed. 7.0 C�f�S�'�U�TiON ��.�EF�Vi�`�IONS In any geaf�chnicaf investigatian, the clesign recommendations are based on a limited amo�r�t of in#ormation about the subsurFace conditions. ln the analysis, the geofechnical engineer must Repart No, 2661-18-07 CMJ EtvGINEBRI�IG, INc'. 12 assume the subsurface conditions are similarta fhe conditians encountered in the barings. However, quite often during construction anomalies in tf�e subsurFace conditions are revealed. Therefore, f� 15 recammended that CMJ Engineering, i�c. be refained to observe earthwork and pa�ement installation and perform maferials evafuation during the construc#ion phase of the project. This enables the geotechnical engineer �o stay abreast of the project and to be readify available to evafuate unanticipated conditions, ta conduct additional tests if required and, when necessary, to recommend alternative solutions to unanticipated condi#ions. Until these construction phase services are perFormed by f�te prajec# geotechnical engir�eer, the recommendatians contained in thi� repart on such items as final faundation bearing eleva#inr�s, proper soil moisture condition, and other such subsurface refafed recommendafions should be considered as preliminary. I# is propased that construction phase observation and materials testing commence by the project geotechr�ical engineer at the outse# of the project. Experience has shown that the rnost suitable method for pracuring fhese services is �or #he owne� or the owner's design engineers to contract directly with #h� project geotechnical engineer. Tf�is results in a clear, direct line of communicatiar� between the owner and the owner'S design enginesrs artci the geatechnical engineer. �.a ��o�� c�vsu�� The borings fior this study were selected by CMJ �ngineering, Inc, The locations and ele�ations of the borings should be consid�red accurate only to the degree implisd by the rnethods used in their determinatian. The baring IQgs shown in fhis report contain infarmation related to the types of svil encountered at specific locatior�s and times and show lines delineating the interFace between fhese mat�rials. The logs aiso cantain our fiefd representative's interpretation of conditions that are believed ta exist in those depth intervals between the actual samples taken. Therefare, t�ese k�oring logs contain both factual and interpreti�e information. Laboratory s�i! classification tesfs were also performed an samples from selected depfihs in the borings. The r�su(ts of these tests, alo�g wi#h visual-manual proced�res were used #a ger�erally c�assify each stratum. Therefore, it shauld be understood that the class�fication data on the lo�s of borings represer�t �isual es#imates of classifications for thase portions Qf each stratum on which the full range of laboratary soil classification tes#s were not perFormed. It is not impfied that these lags are representative of subsurFace conditions at ofh�r Iocatio�s and times. Repnrt No. 2681-7B-d7 CMJ �NGII�IETiRING, INc. 13 With regard to ground wat�r conditions, this repari presents data an ground water levels as they were observed during the caurse af ihe fieid work. !n particular, water level readings have been made in the borings a# the times and under conditions stated in the text of the r�port and an the boring logs. It should be nof�c# t�af fluctuations in the level of #he ground-water table can occur with passage of time d�e to �ariations in rainfall, temperature and other factors. Alsa, this report does not include quar�titative information on rates of flaw of grour�d water into excavations, on pum�ing capacities necessary to dewater the excavations, or on methods a� d�watering exca�ations. Unankicipa#ed soil conditions at a canstruction site are commonly encountered ar�d cannat be fuliy predicted by mere sail samples, test borings flr test pits. Suc� unexpected conditions frequently require that additional expenditures be made by the owner to attain a properly designed and constructed project. Therefore, provisior� for some contingency fund is recommended ta accommodate such potenfial extra cost. The analyses, cancl�sions and recommendaiions cantained in this re�nrt are based on site canditions as they existecf at the time of our field in�estigation and further o� the assumption that the exploratary borings are representati�e of the subsurface conditions throughout the site; that is, tne suf�surFace conditions e�erywhere are noi significantly different from those disclosed by the bnrings at the time they were completecl. If, during construction, different subsurFace cor�ditians from those encauntered in our borings are observed, ar appear fo be present in excavations, we must be advised promptly so that we can re�iew tl�ese conditions and recar�sider our recommendations where necessary. If there is a substantial lapse of time between submissian of this report ar�d the start af the work at the site, if conditions ha�e changed d�e either to natural causes or to cons#ruc#ion o}�erations at or adjacent to fhe site, or if siructure locations, str�ctural loads ar fnish grades are cnanged, we urge that we be promptly infvrmed and retained to re�iew our report to determine the appltcability of #he conc�usions and recommendafions, considering the changed conditions and/or time lapse. Fu�thar, it is urged that CMJ Engineering, Inc. be reta�ned to review thase portions of the pians and specificatinns far this particular project that pertain to earthwar�t and foundations as a rneans to determine whether the plans ancf sp�cifieations are consis#ent with the recommendations contained in this report. !n addition, we are available to �bserve construction, particularly fhe compaction of s#ructural fill, or backfill and the cons#ruction of foundations as recommended in the report, and such other. field obs�:rvations as might be necessary. Report No, 26$7-18-b1 cMr ��vc[nr��[Nc, i[vc. 14 The scope of our services did not include any en�ironmertia! assessment or ir�vestigation for the presence nr absence of wetlands or hazardous or toxic materiafs in tF�e soil, surface water, grflund water or air, on or below ar around the site. This report has �een prepar�d fnr use in de�e[oping an averall design concept. Paragraphs, staternentis, test results, boring logs, diagrams, �tc, should not be taken out af context, nor utilized witho�t a knowledge and awareness af their intent within the overalf cQncept of this report. T�e repraduction of 4his report, or ar�y part therenf, supp[ied to persons other fhan the awner, should indicate that this study was made for design purposes only and that veriffcation of the subsurface conditions for purposes af determining difficulty of exca�ation, trafficability, e#c. are r�sponsibilities of #he canfrac#or. This report has been prepared far the exc�usi�e use of JT Engineering, Inc. #or specific applicafion ta desfgn of this projecf. Th� only warranfy made by us in connec#ior� with the serv[ces provided is thaf we have used that degree of care and skill ordinarily exercised under similar conditior�s by reputable members vf our professio� practicin� in th� same ar simifa� locality. No other warranty, expressed c�r implied, is made ar intended. **:�* Repvrt No. 266i-18�0'f CMJ ��1�zr��irrc, INc. 1a !�T-,�y �• . * � i ��:� � � i Itiy . .I . i . ,{ i � . ' �r .3� t� �� , , � � � � ��' + �e 1 . �. � �� - �� . � �`� - - � . � �� - ' �t � � � .*� � �• . '� *' -'��;1 I� � 'r5 , � ' '� �i -'. l - - �� 1 + ~ � �— � � � �� • _ '� ,� � � � k S �� " 4��.i-�'� � � ' � � �� . . .m . �`�` �. t . r �- � — � r _��`�y� � ' � � -�' � fi _ ' �� '� 1 '�� 1 — _ C � C[1 s:] � J Ci} c .� G� � �. C� �� 5 • � ' }' + I' � '� , � 4� ' . � +� S�� _ � i ' s�� I I I .� _� .. � �; � ��- �� :�. �..: - 'i �4� �� 4 � ' � � ' L ' ; I ; ��'•rk �� ` b� ��. �� . .� :� N IJ.I 4� �� r �'r' I I� �li ,� �:� i�j :�r.. .. ,� �� N _ r '� �i ':7 :� :�, � � � � ;� � . *. , ; �. .r •� �1' � . . �� ` * ' ��, � � . �k� � � �� t� •� �# �. '� �� . . ` l� � {* � ,, � 5 � a �� [fx �� I � � � . t ! �y . � � . : W u L� � I�I r � ,,, ,,, W �1 i- � � � �� , .� � z � � z � 6y W z c� z � �ti _� � � 0 � � i � � N 0 � U .� 0 � � � U N Q N � � � � � � � � � � � � � �� m�� a � � O o °o � �� '� � � Q U Plate A.� B L/5 L/50 :a}na e�(n7 }ua��n� s6uuoq :}nohu� 6mp•40-94-689Z\aP!s4}�o� �o s6uud5 p�o� —}noqopunoa �p—gG—�ggZ�}uewanod,s}oafo�d\H�31039\�W Major Di�isions Sy�: 7ypical Names Lahoratory Classification Criteria � �, Well-graded gra�els, gra�el- �, a n z �' m a� � so t ao1 � �� GW sand mixtures, little or no � C�=p--- greatertFian A; C� -------------- between 1 and 8 u1 � o fines 'o �Q �io X �so c a�� .� ��U o � �� a a°, Pooriy graded gra�els, gravel � �� N ��, c� � Gp sancf mixtures, liltle or no � c�i� � Not meeting all gradation requiremenfs for GW J �' � � ,� " fines � o. v � � ��w m (9V`-� Q � U � � � o � a ' � � ;L Liquid anci Plaskic limits �, �� o Silty gra�els, gra�al-sancl-silt N �? :' „„ Liquid and plastic limits cv � E �M �; •�, belov,r A line or P.1. a �� rnixtures =� ;� greater than 4 plotting in hatched zone z � w- '� �� ,a� ;�, he#ween �# and 7 are �, m � �' S° .'�- °' o : � borderline cases ,o � � �` a N o ; � Liq�[id and Plastic limits Clayey gra�els, gravel-sand- �� requirir�g use of dual �n �, o � n GC ,� o : m abo�e "A" line witi� P.I. ��, � � n day mixfures � Z : c symbols � � ¢ � � ; � greater fhan 7 m ��? A� �a a� �`—�� , � Weil-graded sands, gravelly '" � ' °� �� ao12 ro� � C� SW Sat]ds, Iltkle Of 110 flnes � N C� p-- 9�ater ihan 6: Cc o x� laetween 1 and 3 o� N ip p �. � io ,o so U � ea �n e �a � ° N a`�i m Poarly graded sands; m� :� ° c"u �N �� SP graveffy sands, iitt[e or no ��, �°v' ; Not meeting all gradation requirements for SW c N�� v fEnBs N� ��..: c a�•vy o o a� G t N �d' o � � �`" c�i �' � � �� v L.iquid and Plastic lirnits o � Z � o S� Sifty sands, sand-silt �� N w� N 6elo�r "A" iine or P,I. less �� uid and fastic limits E �� mixtures °� .. a a� q P � s � ro �, � � o � `o o �h�� `� plotting between �4 and 7 ro� �3 �� ' n. Q° J�� are borderline cases � � �� .� �' a �iquid and Plasiic limits requiring use ofi dual o � Q S� Cla ye y sands, sand-cla y E �,� a bo�e " A" line wi t h P.[. s y m b o l s � a mixtures a� �+ 'N v v a� greater than 7 ❑ o i� Inarganic sifts and very fine sands, rock flour, silty or � M�' clayey fine sands, or clayey �, � siits with slighf plasticity � � so � �� Inorgar�ic clays of fow to •�, � � medium plasticity, gravelly � �� C� elays, sandy clays, sil#y '� �� clays, and lean clays 5 � � � CH � � � � �� Organic silts and organic siity ,� �, � clays of low plasticity x �O � � � RS — �� Inorganic silts, micaceous or � 3o 0 �•`� � MH diatomaceous fine sandy or � oH a d�n�t �' •c � silty soils, efastic silts a .� � � � � � � � � 2 � *-' CL o �� C� lnarganic ciays of high � ro 8? plasticity, 'fat clays � � �—y' � 7 � (n � 4 ML. a d OL � �- Organic clays of inedium fa o � v �H high plasficity, nrganic silts Q g° 2o ao ao �o so �o ao so �oo LiquicE Limit T V � o.� �t I'eat and ather highly organic F'lasticity Chart soifs U[�I�I�� SOIL C�ASSiF1CA�lOh! SY�T�I�I� PL�►iE �►.2 �o�� v� �o�r� -��r��s � � � GRAV�I. LEAN CLAY �IMESTONE m m �� SAND � � � SANDY — SHALE � �� . — . SILT 51LTY � _. SAfVDSTONE 0 HI�HLY GLAY�Y CONGLOMERATE Shelby Auger Split Ftock Cone �to PLASTIC CLAY Tuhe Spoan Core Pen Recovery i�CR�AS �i��l�[NC� �ON�l�Y�NCY, C�{V�ITIOi�, AR�� S��UC�UI�I� �F SBl� Fltl@ GI'al�l�C� S�I�S (More than 50% Passing Na. 200 Sieve) C�escripfii�e ltern �enetromete� �eading, (tsf} 5oft 0.0 ko 9.Q Firm 1.0 to 1.5 $#iff 1.5 to 3A Very S�iff 3.0 to 4.6 � Hard 4.5+ Coarse Grained Soils �nno��tna„ so�k Reiained on No.200 Sieve) �enetratinn Ftesistance Descrriptirre item Relative Density (blawslfoot) 0 to 4 Very �oose 0 to 20% 4 to '! Q Loose 20 to 40% 10 io 30 Medium Dense 40 to 70% 30 to 50 Dense 70 to 9U°10 Over 50 Very Dense 90 to 9 00% Soll Structure Calcareous Contains appreciable deposits of calcium carbonate; generally r�odular SRickensided Ha�ing inclined pfanes of weakness that are slick and glossy in appearance Laminated Composed of thin layers of �arying color or texture Fissured Contair�ing cracks, sometimes fiEled wifh fine sand or siit Interbedded Composed af alternate layers of different soil types, usually in approximately equal proporiions T�RIVIS D�,SCRI�iNG PbY�IC►�L PR��RTI�S O� �OCK Hardness and Degree of Cemen�ation Very Soft or Piastic Can be remvlded in hand; corresponds in consistency up to very stifF ir� soils Sofk Can be scratched with fingernail Maderateiy Hard Can be scra#ched eas�ly with knife; cannot be scratched with fingernail Hard Difficult fo scratch with knife Very Hard Cannot be scratched with knife Poorly Cemenfed or Friable Easify crumbled Cemented Bound together by chemically precipitated material; Quartz, caGcite, doiomite, siderite, anci iron oxide are common c�menting materiaks. Degree of Wea#hering Unweathered Roek in ifs naturaf state before being exposed to atmospheric agents Slightly Weathered 1Vated predominantEy by color change with no clisintegrated zones Weatf�ered Complete color change with zones af slightly decomposed rock �xtrernely Weathered Complete colar change with consistency, texiure, and general appearanee approaching soil K€Y TO CL�SS[�ICATIOR! .�N� SYIVIV�CaLS P�dT� �.3 ��rc;��ussair�c rNc. Project No. Boring No. Project RO�ll1dabOUt -�. iVarthside Dr, at Co1d SpYings Rd. �68�1�1�-01 ��'� Far��4lorth, TX Locakion Water ObseroatEans See Plate A.1 Dry during drilfing; dry at cornplefion Completion Comp[etion Depth ,��.�. Date 4�$o,�g 5urfaee Els�aiion Type E3-53, w! CFA � � � � o • � � m � �� o. E� o � a �-; � o o�� S�ratum �e�crip�ion o a�� o o � o..� ' � s 3�� , L'C � • �; -� . . • k +, a� a v 8 � � V � � (Nil � �'W y'" N � � C ;C C � W L'f � Q1 � N� iY,� cG � ftl 'o O P C,�p C O p � iL md� a.[/) J�! a_1 d C �U �J �UL1,. ��¢�'�� GONCRET�, 8 inches thick CRUSHED RUCK BASE, 1 inch f�ick 4.5� 25 14 11 11 124 SANDY Cl..AY, gray and brown, w! limesfone 2,0 17 117 k�}20 fragments, stiff to hard (possible fill) 4.25 10 - brown below 3' 5� 4.0 24 SIL7Y Cl.AY, brown, sEiff to hard {possible fift) 3.4 47 19 28 21 97 ,� 4.5+ 1 B m � � � 0 c� � U ^5 a � � m N � Z EL' O � LL a o LOG OF BORING N�. ��1 P��,T� A.� �MJ F.AlG1i�IHERllVG 1NC. Project iVo. Boring No. Projecf Roundabout -�. PJorthside Dr. at Coid Springs Rd. 2Gg1�1g-01 �� Fort�Vo�h, TX l.ocation Water Obser�ations See �la�e A.1 Dry during drilling; dry at completivn Complstion Completion Depth ,�0.0� oate ,4-8-99 SurFace Ele�ation "fype &:�3, WI CF',4 0 � a � � . � Q � m cv c u- a � � ° '-�� Zo � � !� w �m Q � N � �tratu�n �e��ription � o � � �� o o :� � � � � w � � ' � � �i � ai .� :Y :� � .a; p U o a, � U G] 3� N? �� rn� Na� .NC :�N UE� w d �m�? �,� rrE �vE cuv oo c,� coo I� � Oa�l- a.fl� J:.� LL::� 0.. ��U a.� �U0. ASPHAL.T, 3 inches thick CONCR�TE, 5.5 inches thick 4.5+ 26 11 15 11 88 CRU5HED ROCK BASE, 5 inches thiclt 4.0 16 SRNDY CLAY, brown, w! IEmestone fragments, very 4.5+ 5 stiff to hard {possibfe fill) 3.5 19 5 SILTY CLAY, brnwn, w/ limestone fragments, very 3.75 16 stiff to hard 1 ---��._�------------......_._._�_ 4.5+ 20 o� � � � 0 c� � U a C? P � W n C) 2 � O m LL o L.OG OF BORING NO. �—� PL�►i� �e.� J ENGIN�IIRING ItdC. Project No. Boring No. Project Roundabout ��. FVarthside C]r. at Cold Springs Rd. ass�o�s-o� �-3 �a�t►n�Q�tn, Yx Location Wafer Qbservatior�s See Plate A.1 bry during drilling; dry at completion Completion Gompletion oepth 10.0' Date 4��19 Surface Elevaiion 7ype �-�3, wl CFA � � � o � Q. pj N c � � j, £ O � � o � � "O '� CS o � � S#raturn �es�ripfion ` e � � � ` o � � � � �. _ � � � � o �� 'N; �� .y� �� W i� b N� N.O3 a' � (6 E l0 '0 O 8 C� C O p R� Q,' W I], F^ C1. V3 J� n. J LL � g U � J � U 0. � AS�HALT, 4 inches thick CFtUSHED RUCK BASE, 9 inches thick 2.4 54 18 32 25 95 CLAYI5IL.TY CLAY, brawn, w! limesione fragments, 2.6 22 905 410D stiff (possible fill) 3.25 15 - �ery stiff to hard below 3' 4.5+ �0 5 SANDY CL,4YlSIL7Y SANDY CLAY, brown and 3.5 17 dark gray, stiff to very stiff (possible fill} 1 — — ^ ._....... 2.0 22 �, � � F O � g U a [7 0 ao � N C7 z � 0 m ,�. 0 o LOG OF BORING NO. ��i P�A,T� I�,G �� vv��i� ��s� ��su��r� Project: Roundabouf —�. Northside Drive at Cold Springs Road �'ort Vllorth, Texas Project No.: 2681 �9 8-01 . . . . :. ` Depth - Liyuid ��asiia Plas�icity � ��Inisiure= P�rcent Boring : .. Samp.l�. I�imit .. � Limit -: Index .. � � �ontent %a . : Swell , Inferval No.- - : �escripfion :.. . (ft.) ..: . _ ° !.L P�. � =:. PI�. ; , Initia� , Final �.., (%j. ,. ;. B-1 7— 8 Silty Clay 47 19 28 29.2 25.6 1.4 B— 3 1-- 2 CI Cla ilty 50 18 32 25.4 3fl.4 2.8 Free swell tests perFormed at approximate overburden pressure CMJ ENGYNEERING, INC. � �� •� ��I��E �UL��o�� T��T RE�UL,�'� Pro�ec�: Roundabout — E, Northside Drive at Cold Springs Road Fort Worth, Texas Project No.: 2681-18�Q1 �oring �epih ��er�� olubl� �o. (�'fi.) Sul�a�es {pp�n} �-1 1- 2 Sandy Ciay <'i 00 B-2 2� 3 Sandy Clay �100 B-3 2- 3 ClaylSilty Clay �100 Note: Test Method TxDOT Tex 145-E. CMJ ENGINEERING, INC. PLAT� A.� Ll�� RI�� T�S�' ��IJLi� Pro�ect: Roundabout — E. Nort�side Drive at Cold Springs Road Fort Worth, Texas Project No.: 268'i �'i 8-01 Boring No.: B-2 Depth: 13.5" ta �' Material: Sandy Clay Percent Lime pH 0 8.4'1 2 11.84 4 11.97 6 'l2.02 8 'i2.14 10 92.'!5 CI�iJ ENGINEERING, INC. ��AT� A.9 �� r� �/�S Pavement Thickness Design Aocording to 7993 .�►AS�1T� C�uide �or �esign of Pavemenfs �firuc�ures American Concrete Pavement Association I�igid �es��n [npuf� Project iVame: Roundabout - E. Northside Dr. at Coid 5prings Rd. Route: Location: Fort Worth, 7X OwnerlAgency: Design �ngineer: Rigid Pa�ement Qesignl�rraluation Concrete Thickness Totai Rigid �SALs Reli�bilify O�erall Standard Ae�iatinn �lexura[ Strengih Modulus of �lasticity 4,'i98.2 psi � psilin OAO feet O.Q Load '�ransfer Coefficient Madulus af Subgrade Reaction �rainage Coefficient lni�ial Ser.viceability Terminal Serv'rceabiiity 3.00 221 psilin. 1.00 4.50 2.5� Modulus of Sub Reaction k-val D termin ion Resilient Mndulus of the Subgrade Urradjusted Moolu[us of Subgrade Reaction Depth to Rigid Foundation Loss of SupporE Value (U,9,2,3) �odulus of 5ubgrade Reac#�on 221 psilin, 10.38 inches 9 3,170, OQO 90.00 percent 0.39 820 psi 4,OQO,Q00 psi �'l�AT� �,1 Wednesday, May 15, 2D19 1:�42:59PM Engineer: MK Inl� � �� Pavement Thickness Destgn Accordir�g to �4993 R�4�H'i0 Cuide for� Design of �a�em�nf� �fruc�ures American Concrete PavementAssoniation �lexible �esign Inpu�s Project Narne: Roufe: Location: awner/Ager�ey: Design Engineer: Roundabout - E. Nor#hside br. at Cold Springs Rd. Fort Workh, TX Flexible Pa�emen# Desigrtl�valuation StrucEural Namber 5.39 Subgrade Resilient Modulus 6,618.50 psi Total Flexible ESALs 93,170,000 Initia[ Serviceabilitv �.ZO Reliability 90.00 percent Terminal Serviceability 2.50 Overal� Stanclard �evia#ion U.45 �ayer Favement Layer F�aterial Asphal# Cement Concrete Asphalt Cement Concrefe Layer Coefficient 4.44 fl.�41 �rainage Coefficient 1.00 1.00 �.ayer ihickness 2.00 11.00 Layer SN 0.88 4.51 �� .� Wednesday, May 95, 20'#9 1:43:20PM Engineer:MK GC�Go�6�I) �[��rn��y �r��l �o�ne� O�r�e� ��s�n�ss E�m�e�°p�-�se C�mrn�� '�'�l[�S PAGE �L��'Y' �l�d'�'lEl�'�["��I�T.�I,ILY ]�LA�T� C1TY OF FQTZ'[� WORTH E. NQRTHSIDE DRiVFi & COLD SPRINGS ROAD AOiJNDABOU'1' STAND1IRI� CON3TRUCTION 5PECIFIGATION DOCUMENTS 101584 Re�ised July 1, 201 ] �F�1l�T ��311�'�'�-i � �ify ofi f�or� I�Ilorr�th IVlinor�ity �u�ines� �n��rp�ise Sp�ci�rie��ion� �P�CI�L INSTF7U�TI�#V� ��R ��FZORS APPLICA�I�R� O� ��1CY If the total dollar value of the contract is $50,OOa or rnore, then a AIIB� suhcontracting goal is applicable. �OLICY S�A��i�FWT It is fhe policy of the Ci#y of Fort Worth to ensure the full and equitable participation by Minority Business Enterprises {MBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current Business Di�ersity Enterprise Ordinance app[ies to fhis bicE. Y�i�� PROJ�C� ��A�S 'fhe City's MBE goal on th�s pro��ct is 20 % of the base bid �afue of the contraci. Nvte: If both MBE and SBE su#�contract+ng goals are established for this project, then an Offerror must submit both a MB� Utilization Form a�d a SBE Utillzation Form to he deemed responsive. COIVYPLI�IVC� �O �I� S��CIFICdTIOP�S On Ciry contracts $50,000 or rttore where a MBE subcontracting goal is applied, Offerors are required to comply with the inteni of the City's Business Diversify �nterprise Ordinance by one of the foilowing: 1. Meet or exceed the abvve stafed flA�� goal through �BE subcontr�acting participation, or 2. Mee# or exceed the above stated IVa�� goal through i�i�E Joint Venture participation, or; 3. Good Faith Effort documentation, or�; 4. �rime V4laiverr documentation. SU�i�IiTA,L O� �EQUIF�� OCUfiA�PlTAT'!OP! The applicable documents must be received by the Purchasing Division, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. I�r��= �_a'f�-�c�r �;7�:�1i ckLLl��:� ��7r- [w1's�}!� �ita;=�imA�rlt��ita�� Ir} ;�„-.rt�,;,r, ��_, �fs,� att�r��rra#t� �ni�,}rt�y��} cxt tJrs� �.��,o��::�as��7� ;�i��s�s.ir� ar�d o�ilairw e��r7�4!!ilfTlE� fs:{:i�!i�;r� S�ccfs ,�;-� iE�� i�frlll C�Y r�Vf{IE'�j;-�• 1fic�I if3r� {'I�V �+--L:f!Ik'i'.i{ C�lt' '_�lIC��JiIYf'��1ot�C'JIl NI 4f1� ��f11! il��ISi��ckjF;C� � f;IMi![� w111CIfp1' L'kI1RIRCCI f.{I�1� 4'd�II IlC�� i}$ 3a~r��#f'�1 1. Subcontractor Utilization Form, if goal is recei�ed no later than 2:00 p.m., on the second City business day met or exceeded: after the bid opening date, exclusive af the bid opening date. 2. Good �aith �ffortt and Subcontractor received no later than 2:OD p.m., on the second City business day Utilization �orm, if par�+cipation is less than after the bid opening date, exclusi�e of the bic� opening date. stated goal: 3. Good Faith �ffort and Subcontractor recei�ed no later than 2:00 p.m., on the second City business day Utilization F�orm, if no MBE participation: after #he bid opening date, exclusi�e of the bid opening cEate. 4. Prime Contractoe Wai�er F�orm, if you will received no later than 2:00 p.m., on the second City business day perFarm all subcontractin /suppfier work: after th� bid opening date, exclusive of the bid opening date. �. Joint Venture Form, if goai is met vr received no later than 2:D0 p.m., on the second City business day exceeded: after the bid opening date, exclusi�e of the bid opening date. �AI�U�� 'O COMPLY WIT'H THE CIiY'S BU51i��SS �IV�RSI�Y �1��15� OR�IP�,4RlC�, F�I,�I�L RESilLi IP� iFP� �I� ��li�C9 COF�SI��R�D iVOIV-R�SPONSII/� �O SP�Cl�ICA�'IOA:S. FAILUR� i0 SUBii�IT T'b� F��QUI�� IVI�� OCUi��iUT'peilON 1d4'ILL R�SULT IN Tb� �ID B�IN(9 COPESID��i�� NON-R�S�OR�SIV�. ,4 S�CORlD Fl�ILUR� V4lfLL R�SULi IN Tb� 0�1��0� ��ING �ISQUALJ�I�� OR A P��t1Q� O� ONE YE,4R. iHR�I� �AILEIR�S If� A�IV� Y�po� ��RfO� 1EI11LL ��SULT' If� A DISQUALIFICAiION PEFiIOD OF �bR�� Y�ARS. Any questions, please con#act the 199b41WBE Office a# (�17) �1�-��74. Rev. 2/10/15 ATTACHMENT 1A Page 1 of 4 FORT �ORTH �i�� a� �ar� 1I'�or�h INfir�ority �u�iness �n��rpri�e IV�� ub�antr�a�tor�ISu�r�lier�s �fili��on_��rrr� OFFEROR COMPANY NAME: Check applicable block to describe Offeror �1114NID8E NON-MlW/DBE PROJECT NAME: E. NORTHSIDE DRIVE & COLD SPRINGS R�AD ROUNDABOUT BID �ATE City's MB� Project Goal: Offeror's MBE Project Commiiment: PI�OJECT NUMB�R 20 °�o °�0 101 ��4 Idenfi�y alI sub�antra�tor��l�up�liers you v�ill u�� er� tF�i� pr�oj��t Faiiure to compiete this form, ir� its entirety with requested documentatiar�, and received by the Purchasing Divisiort no later than 2:00 p.m. on the second City business day after bid opening, exclusive of bid opening date, wil! result in the bid being considered non-responsive to bid speci€ications. The undersigned OfFernr agrees to enter into a formal agreement with the MBE firm�s} �is±sd i� t�r�s E��iiiz�±��r� schedufe, conditioned upon ex�cution of a contrac# with the City of Fort Worth. The intentionaC �::dlar ke�a��!�� misrepresenfation o# facts is grounds for consideration of disqualification and will result in th� b+d ��n� considered non-responsive to bid specifications. fVdY��s listed toward meeting the project gaal must be located in the six (6j county rriarketp[ace at the time of bid or the business has a Significant �usiness �'r�esence in the HdYarketplace. Marketplace is the geographic area of Tarranfr, Dallas, �en�on, Johnson, Par�ker,_and FR�ise counfies. Prime contractors must identify by tier IeWel of all subconfractorslsuppliers. Tier: means the level of subcontracting below the prirr�e contractorlconsultant i.e. a direct payment from the prime contractor to a subcontractor is considered 1$� fier, a payment by a subcontractar to its supplier is considered 2nd tier. The prime cantractor is responsible to pro�ide proof of payment of all tiered subcontractors identified as a MBE and counting those dollars towards meeting the contract committed goal. dLL IVY�Es i11�US7' �� C�R�I�I�� OR� GO�liFiACi A�d�p. Ce�tffication means those firms, located within the Marketplace, that ha�e been determined to be a bor�dafide minority business enterprise by the North Central Texas Regional Gertification Agency (NCTRCA} or other certifying agencies that fhe City may deem appropriate and accepted by the City of For� Wor�h. l� hauling serrv�ces a�e ufiili�ed, the Offeror will be given credit as lang as the MBE listed owns and aperates at least one fully ficensed and operationa� truck to be used on the contract. The MBE may leaG? trucks from another MBE firm, including MBE owner-operated, and receive full MBE credit. The MBE m�y lease truc{�s from non-MBEs, including owner-operated, but will only receive credit for the fees and commissions earned by fhe MBE as outlined in the lease agreement. __ ___ _ Rev. 2190/15 FpI�1`WORTri ATTACHMENT 1A �`„�� Page 2 of 4 OfFerors are required to identify ALL subcontractors/suppliers; regardless of status; i.e., f�i«orily ar�cE r�on•1sr1��s�. MBE firms are to be listed first, use additional sheets if necessary. Please nate fhat only certified MBEs will be counted to meet an MBE goal. NC7RCA N SUBCONTRACTORISUPPLf�R ° Company Name T " �e�ail Detaif Address i Subcontracting Supplies M w Qollar Amvunt TelephonelFax � B B � Work Purchased Email E E Contact Person IE � � � � � � � � � � � � Rev. 2110115 �dRT�a� ATTACHMENT 1A "�"` Page 3 of 4 Offerors are required to identify AL.I. subcontractorslsuppliers, regardless af status; i.e., Mlnorily �nd nnn-P,�BEt.. MBE firms are to be lisfed first, use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MBE goal. NCTRCA N SUBC�NTRACTORISUPPLfER ° Company Name T n Detaii 9etail Address i M W Subcontracting Supplies DollarAmount TelephonelF'ax � g B s Work Purchased Email E � Cantact Person E � � � � � � � � � � � � Rev. 2l10115 FoR�� ATTACHMENTIA Page 4 af 4 Total Dollar Amount of R�B� Subcontractors/Suppliers $ Total Dollar Amount of Non�h�� Subcon�ractorslSuppliers $ �O�A� �O��AR AIWQUN� O� �►LL SU�CQi�i��CiORSISUPP�i�RS $ ��re 0�€er�� will not ma�� a�1di#�ons, de�etions, a� subsfi#�ti�ns �r� this �ertifie�! list witho�± ±�-;� priur ��wraval of the h+�inprity �n� 1N�m�r� ��n�ss Ente�pr�se �{ic� tl�raugh th� s��rr�ift�1 of a Rer{�es# �o�' Ap�rov�l of �har�gelJ�V�d�fion forrrr_ Ar�� unju�#ifi�d char�g� or ��I��ion sF��l� b� a mat�rial b�e�ch of cantract and may resuit in d�l�arme�t ir� acc�rd with the proce�i�res outlir��d in th� ordi�ar��_ � i�e �ff�r�r sh�ll �ubm�t � det�il�d �xp�ar��tton of �our �E�� req��steri �n�ng�l��diki�r� nr d��tior� +n+iH a�fe�E #�e c�mmit#�� G1+�BE goal. If #he d��il e�cp�a�r��ion �s rrot s�bmi##�d, it �n+ill aff�ct lhe fin�l cornp�i�rrce de#efr�in��it�n, By affixing a signature #o this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate informafion regarding actual work p�rforrr�ed by all subcontractors, including MB�(s) and any speciai arrangements with MREs. The Offeror also agrees to allow an audit andlor examinatian a# any books, records and fiies held by their company. The Offerar agrees to allow the transmission of interviews with owners, principals, officers, employees and applicable subcontractorslsuppliers participatir�g on the contrac# that will substantiate the actual work perFormed by the MBE{s) on this contract, by an authorized officer or employee of the City. Any intentionaf andlor know�ng misrepresentation af fac#s will be grounds for terminating the contract or debarment from Ci�y war� for a period of not less than three (3) years and for initiating actian under Federal, State or Local laws concerning fialse statements. Any fail�re to camply wifih this ordinance creates a material breach of #he contract and may resul# in a determination of an irresponsible Offeror and debarment from participating in City work for a period of time not less than one (1) year. Authorized Signature Title Company Name Address CitylStatelZip Printed Signature Contact NamelTitle (if differentj Telephone andlar Fax E-mail Address Date Rev. 2110f15 ATTACFif��Ni 1C �age 9 of � F� lEZ T �[3 � i � _P-� �ity or For� �or�h Minv�°ity �u�ine�s �nte�prise f�lY�� o�d ��ith �ffor� �or�rrr� OFFEROR COMPANY NAME: Check applicable block to descrihe Offerar PROJECT NAME: �� N01V-MNV/DB:: E. NORTHSIDE DRNE & COLD SPRINGS R4AD ROUNDABOUT g1°°ArE City's MB� Project Goal: Offeror's MB� Project Commitment: PROJECT NUMBER 20 °�o % � 0� ��4 If the Offeror did not meet or exceed the MBE subcontracting goal for this project, the Offeror must complete this form. If �ihe O#fer�or�'s mefihod of compliance vdi4h fhe RR�� goal is based upon, demonst�ation of a "good faiich effior�", 4he O�r'eror� will h�ve fihe burden of correctly and accurafely preparing and submiffing fhe documentafiion rrequired by the Cify. Compliance vf,+ith each i�em, 1 fihr�u 'i � belou�, shall satisfy the Good F'aitih �fr�o� requir�emeni absen4 proof of fraud, infientional andlor knowing misrepresen#a�ion o� �he fiac�s or intenfiional discrimination by ihe Ofr'reror. Failure ta complete this fowm, in its entirety with supporfing documentation, and r�eceivecE by the Purchasing Division no later than �:00 p.m, on the second City business day af�er bid open�ng, exclusive of bid opening date, will result in the bid being considered non-responsive to hid specificafions. 1.) Please list each and e�er�y subcontracting andlor supplier oppartunity for the campletian of this project, regaedless of whethep it is to be provided by a M�E or non-I�dl��. (DO NOT L,IST' WAf4lY�S O� �IR�i1S1 On all pr�ojects, the Offeror mu�t list each subcontracting and or suppliee oppo�tunity regardless of tiep. (Use additional sheets, if necessaryj List of Subcontracting Opportunities List af Suppliep Oppor�unities Rev. 2I10175 ATT'ACH[VYENT 1C Page � of 4 2.) Obtair� a current (not more than two (2) months old from the bid open date} list of iUV�� subcontractars andlor suppliers from the City's 11�11ii1BE Office. Yes Date of Listing ! ! �o 3.) Uid yau solicit bids fr�om ��E fir�ms, within the subcontrracting andlar� supplier� areas pr�e�iously listed, at least ten calendap days pr�iop to bid opening by mail, exclusi�e of the day the bids arre opened? YBS [If yes, attach MBE mail listing to include name of firm and acfdress and a dated copy of letter mailed.) R!O 4.] �id you solicit bids from ilf4BE firms, within the subcontracting andlor supplier areas pre�iously listed, at least ten calendar days prior to bid opening by telephone, exclusi�e of the day the bids are opened? YBS (If yes, attach list to include name of MBE firm, ep rson contacted, phone numher and date and time of contact.j iV0 �.� Did you solicit bids frrom �VBE fir�ms, within the subcontpacting andbr� supplier� ar�eas pr�e�iously listed, at least ten calendar days prior to bid apening by #acsimile (fax), exclusi�e of the day �he bids ar�e opened? Yes (If yes, attach fist to include name of MBE firm, fax number and date and time of contact. In addition, if the fax is returned as undeli�erable, then that "undeliverable confirmation" received must �e printed directly from the facsimile for proper dotumentation. Failure to submit confirmatian andlor "undeliverable confirmation" documentation may render the GF� non-responsi�e.) iV0 6.) Did you solicit bids from �flBE firms, within the suhconfracting andlor supplier areas previously listed, at least ten caiendar days prior to bid opening by email, exc�usi�e of the day th� bids are opened? Y9S (If yes, attach email confirmation �o incfude name of MBE firm, date and time. In addition, if an email is returned as undeli�erable, then that "undeli�erable message" receipt must be printed directly from the email system for proper documentation. Failure to subrrtit confirmation andlor "undeli�erable message" documentation may render the GFE non- responsi�e.j P!O NOTE; The f�� r;�tF�o�� i��nti#i�d above �re �ccep#a��e for soli��ting bids, and each selected method mus# l�e appl��d to the a�pl�cab�e cantr�e#. Fha Df��ror must do��m�nt tha� e:t!:�r at feast �wa �ttempts v:rQ�e �7l�de USi�7g �4Y0 0� #F�� fo�ll' �e�hoCtS O!' ��1�# �t I�l2ts[ �11e #iUCC�S8��.l1 COf;*�C# Vk►315 �17�dB USir#� 0�78 Of tii� f�ur methods in a�de� to be deem�d respor�sive �o tl'�e C�ood Faifh Eftort r�q+�i�e�rter��. ND�`�: 'C�� ff�ror m�xst c�ntac# lFti� en#�re A!1$� li�t spw�:�'sc to each subconEracting and supplier op��rtunfty to �te in ccrrrpl�arece v�rith ��rest��r�� 3 thr�e�g� fi. l.) �id you pro�ide plans and specifications to potential 19dY�Es? Yes Wo 8.] �id you p�o�ide the information regarding the location of plans and specifications in order to assist the �Y��s? Yes F�D Re�. sr� ai� s �°YY�CbIVa�Pl� 1C �age 3 of 4 9.) �id you prepare a quotation for the M��Cs to bid on goodslser�rrices specific to their� skill set? Y�S (If yes, attach afl copies of quotations.) iV0 10.) lf�as the contact inforrnation on any of the lis#ings not valid? YBS (If yes, attach the information t�at was not valid in order for the MIWBE dffice to adcfress the correciions needed.) F�lO 11.)Submit documentation if A��E quotes wer�e �ejected. ihe documentation submitted should be in the forms of an affidavit, include a de#ailed explanation flf why the �+,AB� was r�ejected and any suppo�ting docum�ntation the Oifierorr wishes to 6e consider�ed by the City. In the event of a bona fide dispute concerning quotes, the Offeror will pr�o�ide fo� confidential in-camera access to an inspection of any rele�ant documentation by City per�sonnel. (Please use aafditiona! sheets, if necessa , and attach. Com an Plame �elephone Contact Person Sco e of 1lR�ork �eason for �te"ection A�DITIOPlAL IPI�ORMATIOIV: �lease provide additional information you feel will further explain your good and honest efforts to obtain NIBE pa�ticipation on this project. �he ��'�eror fiurfher agree� fo proe+ide, directly to �he Ci�y upon reque��, comple�e and accuraice infiormafion regar�ding acfual �vor�k per�rormed on fhi� confr�cf, �he paymen� ther�eaf and an� p�oposed changes fo fhe origin�l �rrangemen� submii�ed w�+iich fhis bid. ihe Offer�or� also ag�ees to alloe+�+ �n �udifi �ndlow examination o� any bool�s, records and �iles held by iheir� company fihafi �+�.+ill suf�sfianfiiafie fihe acfie��l v►+or�i� perrfor�med on i:his con�rac�, by an au�hori�ed officer or employee o� the Giiy. Any infienfiional andlor kno�ing mi�r�presenfafion o� gac� r�+ili be ground� for #er�minafiing fihe confiracfi or debarment frrom Cifiy e+�+or� for a period of not less fihan fihree (3) y�ars and for initiafiing acfiion under� Feder�al, St�fie or� Loc�l law+s concerning f�lse �fa�emen�s. �ny �ailu�e �o eomply w►ith ihis ofdin�nce sh�ll cre��e � ma�erial breach o� confracf and may resul� in a de�er�min��ion o� an irr�sponsibl� �€�eror and debarmen� from parriicipafiing in Ci�Cy ►�ork for a period o� fim� nof le�s fh�n one (1) �ear. Rev. 2170115 I�TTACHiVIIEf�T 1C Page 4 of 4 �he under�signed ce�#ifies thafi fihe informaiion p�ovided and fhe ��(s) lisfed ewaslw�ere contiacfied in good f�ifih, Ifi is und�r�sfiood fihat any f��(s) lisfied in Afifiachment 9C �will be con�c�ed �nd �he reasons for� not using �hem ►nrill be r�er�ified by the Cifiy's I�dYl1�V�� ice. Autho�ized Signature �itle Company idame Address CitylStatel�ip Printed Signature Contact Plame and TiEle (i� different) Phone �Vumiaer Fax Rlumber �mail Address Date Re�. 2!9 4I15 Joint Venture Page 1 of 3 �'� i�T �� ]f�7E' I� CITY OF FORT WORTH 1VIBE Joint Venture Eli�ibilit_y Form All guestions must be answered; use "N/A"ifnot applicable. Name of City project• �� N�RTHSIDE DRIVE & COLD SPRINGS ROAD ROUNDABOUT A joint venture form must be completed on cach project RFP/Bid/Purchasing Number: �01584 1. ,Toint venture information: Joint Venture Name: Joint Venture Address: (If applicable) Telephone: Facsimile: E-mail address: Cellular: Identify the firms that comprise the join# venture: Please attach extra sheets if addiflonal space is required to provide detailed explanations of work to be performed 6y each fima comprising the oint venture MBE firm Nan-MBE firm name• name• Business Address: Business Address: City, Slatc, Zip; City, State, Zip: Telephone Facsimile E-mail Telephone Facsimile Cellular Ceiiular Certilication Statas: �-mail address Name of Certifying Agency: 2. Sco e of work erformed b the Joint Venture: Describe the sco e of worlc of the MBE: Describe the sco e of work of the non-MBE: Rev. 2/14115 Joint Venture Page 2 of 3 3. What is the percentage of MSE participa�ion on this ,{oint venture that you wish to be counted toward meeting tihe project goal? 4. At#ach a copy of t�ae joint venture agreement. 5. List eomponents af ownership of jaint venture: (Uo not complete if this informatian is descri8ed in joint venture agreement) Proft and loss sharing: Capital contributions, inclucfing equipment: Other applicable ownership interests: 6. Identify by name, race, sex and tirm those inciividuals (with titles) who are responsi�le for the day-�o-day management and decisian making of the joint venture: Financial decisions (to include Account Payable and Receivable): Management decisians: a. Estimating ------------------------------------------------------------- b. Marketing and Sales ------------------------------------------------------------- c. Hiring and Firing of management personnel d. Purchasing of rnajor equipment and/ar supplies Supervision of field operations The City's Minority and Women Business �n#erprise Office wil] re�iew yourjoint �enture submission and will have final approval of the MBE pereentage applied toward the goal for the project listed on this form. NOTE: From and after the date of project award, if any of the participants, the indi�idually defined scopes of work or the dollar amountslpercentages change from the originally appro�ed information, th�n the participants must inform the City's MIWBE Office immediately for appro�al. Any unjusti�ied change or deletion shall be a material breach of contract and rnay result in debarment in accord with the procedures outlined in the City's BDE Ordinance. Rev. 2I90115 Joint Venture Pa e 3 of' AFFIDAVIT The undersigned af�rms that the foregoing statements are true and corract and include all material information necessary to identify and explain t�e terms and operation of the joint venture. Furthermore, the undersigned shall agree to provide to the joint venture the stated scope of work, decision-making responsibilities and payments herein. The City also reserves the right to request any additional information deerned necessary to determine if the joint venture is eligible. �'ailure to cooperate and/or provide requested ir�formation within the time specified is grounds for terminatian of the eligibility process. Th� undersigned agree to permit audits, interviews with owners and examination of tiie books, records and files of the joint venture by any authorized representatives of the City of Fort Worth. Failure to comply with this provision shall result in the termination of any contract, which may be awarded under the provisions af this joint venture's eligibility and may initiate action under Federal, State and/or Local laws/ordinances concerning false statements or willful misrepresentation of facts. ---------------------------------- - -------------------------------___ _ __-__--------------------------------------------------- Name of MBE firm Name of non-MBH firm Yrinted Name af Qwner Yrinted Name of Owner Signature of Owner Signature of Owner Printed Name of Owncr Printed t�€ame of Owner Signature af pwner Signature of Owner '1'itle Title DaEe Date Notarization State of On this County of day of , 20 , before me appeared and to me personally known and who, being duly sworn, did execut� the foregoing affidavit and did state that they were properly authorized to ex�cute this affidavit and did so as their free act and deed. Notary Public Print Name Notary Public Signature Comrnission �xpires _ (seal) Rev. 2114115 �C��o�7 �`a�e ]��s rI'��S �A��E ]LE�'�' Il�TEI'i�'y'IOl\iA��LY �I.��T� CITY OP POKT WdRTH E. I�iORTHSIDE DR1VC & COLD SPRINGS ROAD ROUNDABOUT STANDARD CONSTRUCTION SP�CICICATION DOCIIMENTS 101584 lZevised July 1, 201 I 2013 PR�VAILII�G WAG� RAi �5 (Heavy and Highway Construction Projectsj CLA551FICATIOiV DESCRIP7lOiV Asphalt Distributor Operator Asphalt Pa�ing Machine Operatar Asphalt Raker Broom or Sweeper Operator Concrete Finisher, Pa�ing and Structures Concrete Pa�ement Finishing Machine dperator Concrete Saw Operator Crane Operator, Hydraulic SO tons or less Crane �perator, Lattice Boom 80 Tons or Less Crane Operator, Lattice Boom O�er 80 �ons Crawler Tractor Operator Electrician Excavator Operator, 50,000 pounds or less Exca�ator Operator, O�er 5D,�00 pounds Flagg�r Form Builder/Setter, 5tructures Form 5etter, Paving & [urb Foundation Drill Operator, Crawler Mounted Foundation Drill Operator, Truck Mounted Front End Loader Operator, 3 CY or Less Front End Loader Operator, �ver 3 CY Laborer, Comman Laborer, Utility Loader/8ackhoe pperator Mechanic Milling Machine Operator Motar Grader Operator, Fine Grade Motar Grader Operator, Rough Off Road Hauler Pa�ement Marking Machine Operator Pipelayer Reclaimer/Pul�erizer Operator Reinforci ng 5teel Worker Roller �perator, Asphalt Roller Operator, Oth�r 5craper aperator Servicer 5mall 5lipform Machine �perator 5preader Box Operator Truck �river Lowboy-Float Truck Dri�er Transit-M ix Truck Dri�er, Single Axle Truck Dri�er, Single or Tandem Axle Dump Truck iruck I]ri�er, 7andem Axle Tractor with 5emi Trailer Welder Work Zane Barricade Ser�icer Wage Rate $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ 15.32 13.99 12.69 11.74 14.12 16.05 14.4$ �.8.1� 17.27 20.52 14.07 19,80 17.19 16.99 �.a.os �.3.84 13.1f 17.99 21.07 13.69 14.72 14.7Z 12.32 15,18 17.65 14.32 17.19 16.02 1Z.Z5 13.63 13.24 11.01 16.18 13.08 11.5 � 12,96 14.58 15.9fi 14.73 16.24 14.14 12.31 � Z.6� 12.86 14.84 11.58 7he qavis-�awn Act pre�ailing wage rates shown for Hea�y and Highway construction projects were determined by the United 5tates department of Labor and current as of 5eptember 2013. The titles and descriptians for the classifications listed are detailed in the AGC of Texas' 5tandard Job Classifications and Descriptions for Highway, Hea�y, Utilities, and Industrial Construction in Texas. Page 1 of 1 ��0� �� P��l�� Re��Il�°��e�� 7�'��S ]PAG� ]LE��' �l\T7[']EI�T'�'��.A�I�� LAI'�I� C1TY pF FORT WORTH �. I�ORTHSIDE DRIVE & COLD SYRINGS ROAD ROl3NDABOUI' STANllARD COTdSTRUCTION SP�CICICA'I'ION DOCUNEENTS 101584 Revised July 1, 20] 1 o. Y M 0 "�V O "a m � ro c � � fr^N V1 fN � � � W � � � � � � H � � � E� � �L L^ O � � � � � � � � �T� V� � � E� GJ � � � � � E� � M�6� � � � � � � ��3 , 1� � AAqQsAQ N N N N N N N � r� r� M r� # m 0 0 0 0 0 0 0 � � � � � � � O O O O O O O � � � �Q �Q � � � � � d d � � o� w o0 00 00 00 00 d d d dg d dg dg ��F��F�i� �� Qaa¢aaa b � � o�x� � o�FF UNp N � � � N N �. y W� � rv� Ri N N S � � R U ,� ,�' ,� ,� + + � v v � � � � o % � !Lx� !z, I:. [a. � C � � � � � �zzzz�� ¢ � � vv� > > >>> tJ CJ U U U � � � � � � o � � � � � s:c�wwwww a� a; a� a� m m m 0 0 0 0 0 0 0 � � � � � � � 5 � � � � � � V� V� V� V� N �l vl O O O O O O O Nl M[+� f� [� M M W W W W W O� O� O O O O O O O d � N N N N N N N • N N N N N M M w O � 6� d� 4� U�� ,� F a tl �� ' �� 1 �L O� �O� JL �YJ��l �VA�'�� I��PA�Tl�][]E1�7[' ST�11�T�Alt� �PR�I)�J�'T L��' �Tpdated: Septembe� 06, �019 The Fort Worth Water Department's Standa�'d Products List has been developed to minimize the submittal review of products which me�t the Fort Worth Water Department's Standard Specifica�ions during utility construction projects. When Technical Specifications for specific products, are included as part af the Construction Contract Documents, the requirements of the Technical Specification wi11 override the Fort Wor�h Water Department's Standard Specifications and the Fort Worth Water Department's Standard Products List and appzoval af the speci�c products will b� based on the requirements o�the Technical Specification wheiher or not the specific product meets the Fort Worth Water Department's Standard Speci#ications or is on the Fort Worth Water Department's Standard Products List. '�'a�le of �ontent (Click an items to �o directly to tl�� page) I�ems Page A. Water & Sewer �. Manholes & Sases/Components ........................................................... 1 2. Manholes & Bases/Fiberglass ............................................................... 2 3. Manholes & Bases/Frames & Co�ers/Rectangular ............................... 3 4. Manholes & Bases/Frarnes & Covers/Round ....................................... 4 5. Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight .. 5 6. Manholes & Sases/Precast Concrete .................................................... 6 7. Manholes & Bases/Rehab Systems/Cementitious ................................ 7 8. Manholes & Bases/Rehab Systems/NonCementitious ......................... 8 9. Manhale Insert (Field Operations Use Oniy) ........................................ 9 10. Pipe Casing Spacer ............................................................................... 10 11. Pipes/Ductile Iron ................................................................................. 11 12. Utility Line Marker ............................................................................... 12 B. Sewer 13. Caatings/Epoxy ..................................................................................... 13 l4. Caatings/Poly�irethane .......................................................................... 14 15. Combination Air Valves .........---• .......................................................... 15 16. Pipes/Concrete ...................................................................................... 16 17. Pipe Enlargemen� System (Method} ..................................................... 17 1$. Pipes/Fibexglass Reinforced Pipe ......................................................... 18 19. Pipes/HDPE ...........................�-�-�-...................................... ........ 19 20. Pipes/PVC {Pressure Sewer) ................................................................. 20 21. Pipes/PVC* ........................................................................................... 21 22. Pipes/Rehab/CIPP ................................................................................. 22 23. Pipes/Rehab/Fold & Form ---� ................................................................ 23 24. Pipes/Open Profile Large Diameter ...................................•---..--..-........ 24 C. Water 25. Appurtenances .............�......................................................................... 25 26. Bolts, Nuts, and Gaskets ............................... .. 26 .......--�---�---�� ................... 27. Combinaiion Air Release Valve ........................................................... 27 28. Dry Barrel Fire Hydrants ...................................................................... 28 29. Meters ................................................................................................... 29 30. Pipes/PVC (Pressure Water) ................................................................. 30 31. Pipes/Valves & Fittings/Ductile Iron Fittings ....................................... 31 32. Pipes/Val�es & Fittings/Resilieni Seated Gate Valve .......................... 32 33. Pipes/Valves & Fittings/Rubber Seated Butterfly Valve ...................... 33 34. Polyethylene Encasement ..................................................................... 34 35. 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