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Home My WebLink AboutContract 57092�G: } ,,�`�1 , ' '�� , I 1J'.�,,1, �� .�.�� T�� 5�� J�� Inte�section Impro�vem�nts at �onds �nch Road � FM 15b City ]Pr�y��t N�,1�1��D�-� Betsy Price Mayar { _ �v.�� '�'��;l�. _ ' ��b►��r �,1� � = � _ � '�„.�, j �.�} �y.:'f �: �_+:}�v� � �� '% � 'Y'�'.., ='' �-y.,��_l�� l�avid �oake City 1Vlanager i�VilIiam M. rohnson I�irector, Transportation and PubIic �Varks Department Pa��r�d� ��° 'I'�ae C�ty a�ff ]�ara �'m�h ��r�vn�porta��i��n � Pttb�n� �6'crrDss ��p�r�aan��n� ��1 � � �� )�' If��'� � � Texas Register�d Engineering Firm F-92� KHA No. 0610I8172 � ��F°"nr`fi�`,' ?�rr�`i,y� -',r _.�ws_ 5/14/2Q21 i� , � _ �� '�_�� Y �l �� S�an��rd C��uc�i�r� Spec��ca��o� �o��me�� Adopted September 2011 ou o0 oa STANDAR]] CONSTRiICTI0IV SPECIFICATION DOCUMEiVTS Page 1 nf 8 s�c�io� o0 00 oa TABLE OF CONTENTS Division b0 - General Conditions Last Revised 00 OS l0 Ma or and Cauncil ComYr�unication 07/01/2011 DO OS 15 Addenda 07/01/2011 p0 11 13 Invitation ta Bidders 07/19/2021 00 21 13 Tnstructions t4 Bidders 11/02/2021 00 35 13 Confiict ofInterest Statement 02/24/2020 �0 41 00 Bid Form 09/30/2021 a0 42 43 Pro osal Form ilnit Price 01/20/2012 00 43 13 Bid Band 09/11/2017 00 43 37 Vendor Com liance to State Law Nanresident Bidder 06/27/2011 DO 45 11 Bidders Pre u�ifications 08/13/2011 �0 45 l2 Pre uaIification Statement 09/30/2021 -00 --�---�---� - 1.� 00 45 26 Contractor Com liance with Workers' Com ensation Law 07/Oi/2011 DO 45 40 Business E ui Goa� 10/27/2021 00 52 43 A e�ment 09/01/2021 00 6] 13 Perfarmance Bond 07/01/201 ] 0061 14 Pa rnentBond 0710i/2011 00 61 19 Maintenanca Band 07f01/2011 00 61 25 Certificate of Insurance 07/0 1120 1 1 40 72 00 General Conditions 08/23/2021 DO 73 a0 Su lernent Condi�ion� 03/09/202Ct Divisian 01- General Re airements Lasf Revised O1 J 1 QO Surnm of Work 1 2/2 012 0 1 2 (� i ZS OU Subsfi��tafiion Proceduz'� U?rG �!2G 1.l �1 31 19 ` Preconstructian Meetin U81171ie71� O 1 31 20 Pra' eet Meetin s Q?I(3 i!2011 O1 32 16 Canstruction 5cneduCe US/I31:2� � C O 1 32 33 Preconstruction Vide6 07101/2[,� i i �1 33 00 Submittals iZi��f'?D12� O1 35 13 S ecial Pro'ect Procedures 1z/2U/'2U12 01 45 23 Testin and Inis eciion Servi�e:; 03/Uy1''zU'#f� O1 50 00 Tem orar Facilities and Controls 07/01120; C O1 55 l� Street i7se Permit and Modifical�ons to T'raftic i.oiit��3 r�"�!� Wl�t�:: I O1 57 13 Storm Water Pollution Preven#ion Plan �__ 07101/2lii i O1 S8 13 Tem or Fro�ect Si na e ��i�l�l k OI 60 00 �'roduet Re uirerr�ents 03/091�� M�; 01 66 00 Product 5tora e and Han.dlin Requirements 07/01/201 ]� O1 70 00 IVlobilizatton and Remobiliza�ior� I il22/2�] G O1 71 23 Consfruction Stal�in :and Si.i�ve � t�?� t�i.� �[� 1�i O1 74 23 Cleanin u7i�ilZL�lyl OI 77 19 CIoseout Re uirements 03i22/2021 O1 78 23 O eration and Maintenance Data 1 212 012 0 1 2 O1 7$ 39 Pro'ect Record Documents 07/D1/20I1 CITY OP FOKT WOR 1^n� Inbersectivn �nprovemenYs at Bonds Ravch Road & FM 156 ti'f�1�TDART� CON�TRU�:T'I4�I� SPECIFIGATIONAOCUIVIENT3 CPN ]01004-2 i�evi�eil N�vemUer2.2411 ao 0o ao STANDARD CpNSTRUCTIdl� SPECIFICATION DOCUMENTS Page 2 of 8 Tec}�uicai Speci�icatians which h.ave been modified hy the Engineer specifically far this Project; hard copies are included in the Prolect's Contract Documents Division 02 - Existin Conditions n ti�� a.,�..,.+;�,� a;+� ,,,�....,,;+;,,,-, � . . i � Division 03 � Concrete Division �6 - Electrical Division 31 � EarEhwork Date Modiiied �1 Tn nn �rTv-ov 31 23 lb Unclassified Excavatipn 05/14/2021 31 23 23 Barrow 05/14/2021 31 24 00 Embankments 45/14/2021 �9B �b-09 �' "��'� ^"�" �1� CI'i'Y OF F08T WORTH Intersection Impravemen#s at Bonds lianch Road & FM 1 Sfi STANDARI� CONBTRUGTIQN SPECIFICATION DOCL]MEI�tTS CPN ]01009-2 Itevised Navember 2, 2d21 00 00 00 5TAN17A1�T] CONSTRilCTION SP�CIFICATIf7N pOCIJT�EN"i'S Page 3 of 8 �� «T;,>e �er„a� „H,� r_.,fe� �9 n�,,,�a �a.,�s,� n,�a r-�nfn� �� 32 91 19 To soil Placement and Finishing of Parkwa s OS/l �/2021 �'� �'� �-9�-�43 � �� w . . _ �— ` � a �� `•• �•Js'si� —_ i�7 � i ! n�' ii � � � ia � . . . �yn��.:�G��_�is: n:i9r�i�.��-�� ii i � :.'.`:""��a � i i � " " �i � s � � i � — _ ' � iru�ern�r .'ui ��:aG.: ��i..iii�a� __ _ • • :'�.� i � � �� ' �' FTft� � 0 a i � � � a � �t�ti � � �� Ecs�rr 0 0 � � � � / � � � f e � "��"'� f'�.�,�......,+.z `I7.,+.,,. 57.,,.,1+� r..,,..,.e+e r�„ri.,,.� . ria'•s. �� s •iz n�r s• ;\lTllY\ JYY�ls1R!54�1i� Je9]" Y��aN�a CITY OF FDRT WUk7'�� rtntersertinn Imprnvements at Bonds Ranch Road & FM 15.6 5�+1NDAR17 CQNS'i`RUCTTON 5PP.CIFIC�rT�011 C}�JC[ fNFr� l�� CPN ] 01009-2 ftev�seci ivavemper �, �G2 i 00 00 00 STANDARD CONSTRUCT1pN 5PECIFICATION DOCiJMENT5 Yage 4 of 8 Technical Speei�iea�ions listed below are ineluded for t�is �roject by reference and can be �iervedldownloaded frtrm the City's website at: httu://fo rtworthtexas. �av/tnwlcontra ctorsl or https:l/apps.fortwo�htexa s govlPro iectResou rtes/ CITY OF FOIZT VJORTH Jntersect�on Improvements at Bonds Ranch Road & FM 156 STANIIARD CdI�TS7RU.CTIOhF SPECIPICATION DOCUMENTS CPN i0i009-2 Reviaed Nov�mber 2, 2021 O.Op00p STANDARD CONSTRUCTION SPECIFICATTON DOCUMENTS Page 5 of 8 Division 02 - Existin Conditions 02 41 13 Selective 5ite Demolitian 02 41 1� Utili Re�novallAba.ndonment Q2 41 1S Pavin� Removal Division 03 - Concrete Last Revised 12/20/20 ]2 1�120/2D12 02102/201b 03 30 00 Cast-In-Place Concreta 12/20/2012 n�� -k�9{�$k� 03 34 16 Cancrete Base Material %r Trench Re ' 12/20/2012 03 SO 00 Mo.difications to Existi Concrete Structures 12/20/2012 Divisi€�n 26 - Eiectrical 2b OS OQ Cominon Work Results for Electrical 11/22/2Q13 26 OS 1Q Demolitian for Elacirtcal S stems 12/20/2012 26 OS 33 Racewa s and Baxes for EIectrical S stems 1 2120/2 0 1 2 26 OS 43 Under ound Ducts and Racewa s for Electrical S sterns 07/01/2a11 26 OS SQ Communicatians 1Vlulti-Duct Conduit 02/26/20i6 Dirvision 31- Earthwork 31 00 00 Site Clearin 03/�2/2021 Z t� n y f7vx�r�o�ri^o i� '2 t�� i$,dV� n � rna-rr�vizo i� '2 7�r�vv � vir,c.m�v� 31 25 00 E]'051DI1 c`iTld S�CIIiTlerit C0111COI 04/29/202] �--99 �s r � i�-�.-,-��'�� ,�o - - - , �, ��z "�� Divis�on 32 - E$terior Im rovements 32 01 17 Permanent As halt Pavin Re air 12�20I2G; � 32 D1 18 Tem or As halt Pavin Re air I Li��}1'?Ct l2 32 01 29 Concrete Pavin Re air i2r�0�� 32 11 23 Flexib�e Base Courses Ir.�2pl2ol� 32 1I 29 Lime Treated Ba;se Courses iii�iiiZu"�� 32 l I 33 Cement Treated Base Cour�e�, i?�24f2i:E:' 32 11 37� Li uid Treated 5oi1 Stabilizer uai�ii�ui� 3�} 9�]� f A S�halt PaViri�, i?12C1?{] t � I •-� - 32 12 73 As hait Yavin C;racie Se�ia.iii5 I�i`Gi�+�,".? 32 13 I3 C�ncrete �avin n3f19��F��?1 32 ] 3�0 Concrete Sidewalks, Drivewa s and Barrier F'ree icam s {3�i�9t�ttZ1 32 13 73 Concrete Pavin Joint S�alants 12/�0/20? v 32 14 16 Brick Unit Pavin 121'�:!li�l I � 32 16 13 Concrete Curb and Gutters and Valle Gutters 10105/20�b 32 17 23 � r"avei�ieiiE Markin�s 11I22/�Gi � _�t i 7 2a [.:tu�1� fiddre;4 �aintiai�� !!,'u�.i�u I� s� 3 E C � �L��n �ea�c�s anci c7ates — �- - �-_ -- —i�izuiatf � •,— 32 31 26 W ire P'ences and Gates 12/20/2012 32 31 29 Wood Fences and Gates I2/20/2012 32 32 13 Cast-in-Place Concrete Retainin WaIls 06/D5/2018 CT"PY OF FOR'� WORTFT Inbersection Improvements atBonds Ranch Road & FM 156 STANDARB CONSTRUCTION SPECIFiCATTON DOClJMENT5 CPN 141009-2 Revised November 2, 2U21 1 ei 1 . . - - - • :� � � � � , � . ��. : �:..,.,.._..::.:..:.�, .:.�ry.� . , . - • �.:,•.:�l-- ., � " - - • . , . �.�.:� - i � � � ' .:a:r�� i� � _ _ � � � �- - � - ��- � �_ ` :.� � � � � r � � � � � � 0 � a � �' � � � 0 � 0 0 � � 0 � , • . a, � _ .s.�. _.i�.��e:.sR:�..a Hand Tunneling Installation af Carriar Pipe in or Tunnel Liner PIate - _ - __ eer�leR:T�� n�xnx� n n.,�.�.,... cn.,+,,,a n,a+a«�.. ST� Connection to Existin� Water Mains �� 33 12 60 Sta�dard Slow-off Valve Assemb 33 31 12 Cured in Place Fi e CIFP 33 3l 13 Fiber lass Reinforeed Pi e for Gr 33 3 I 15 Hi h Densit PoS eth lene {HD�': 33 31 20 Palvvinvl Clilorida (l'VC) Gravit� �anitar�+ S�vvers e for Sanitary Sewer ;ary 5ewer Pi�e . r.� , �, . a i s , . . . . � _ , � . 1 � � k i � �. � � . . . � � ' �� « 7 1 r7� M,-coT� 7 � i��.,�v�vr� y�r��z �'1M�z �-�-i iz�aoizaiz 06/19/2013 , � r��^��r^� � 7 M�-�vi�v i.� l 7 !'l�z 17M�7�� nn m�T tyn�II Y � /-�8� , � r�,� r��n.,r�� n� n��n� , �,�� ncrn�� 42/06/2Q 13 7 �f.hl� 111�� n i mo ��^, i�r�� a6ng�zoY3 [2/2R/20I2 I2./2012012 44/23/2019 R6/l 9/2a 13 CITY bF FORT VVQ�ZTH Intersection ImgroveinenYs af Bonds Ranch lioad & PM 155 $TANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 10] 009-2 12evised November 2, 2021 ao 0o ao STANDAItp CONSTRUCTIdN 5PECIFICATION DOCLIIvIENTS Page 6 of 8 0o ao 00 STANDARU CONSTRi7CTI�JN SPSCTFICATION DOCi]�rIENTS Pa�e 7 of 8 33 31 21 polyvinyl Chlo�ide (PVC) ClasedProfrle Graviiy Sanitary Sewer ��/20/2012 Pi e 33 31 22 Sanitar Sewer Sli Lin�r► 12/20/20I2 33 31 23 Sanit Sewer Pi e Enlar annent 12/20/2Q12 33 3 i 50 Sanit Sewer Service Connections and Service Line 04/26/20I3 33 31 70 Combinaiion Air Valve for Sai�i Sewer �`arce Mains 12/2Q/20I2 33 39 10 Cast-in PIace Concrete Manholes 1212o/2D12 33 39 20 Precast Cancrete Manholes 12/20/2012 33 39 3� Piber lass Manholes 12/20/20]2 33 39 40 Wastewater Access Chamber �AC 12/20/2012 33 39 6� Liners for Sanitar 5ewer Strucfiures 04/29/2021 33 41 14 Reinfoxced Concrete Storm Sewer P4 e/CuIverts 0710112Q11 33 �L1 11 Hi h Densi Pol eth lene HDPE Pi e�'or �torm Drain 12/2�/2Q12 33 41 12 Reinforced Pol etla le;ne $RPE Pi e 11/13/2015 33 �41 13 Pol. ro lena Pi e for Storm Drain 4/02/2021 33 46 00 Subdrain e 12/20/2012 33 46 01 Slotted Storni Drains 07/ol/2011 33 46 02 Trench Drains 07/01/2011 33 49 10 Cast-in-PIace Mar�.ales and Junction Boxes 12/20/2012 33 49 20 Curb az�d Dra Inlets 12/20/2012 33 A9 40 Storm Drazna e Headwalls and Win walls 07/01/2p11 Divisian 34 - 34 41 l0 34 41 10.0I 34 41 10.02 34 41 10.03 34 41 11 34 41 1� 34 4i 15 34 41 16 3�4 A�1 20 34 41 20.Oi 34 4 � 20.02 34 41 20A3 34 41 30 34 41 50 3� 7 L 13 Traffic Signals Attachment A — Controller Cahinet Attaehment S — Car�traller Specific Attachment C — 5oftware Speci�ica Temporaty Tr�c Si�nal,s Removin� Txaffic Si�nals Rectangular Rapid FIashing Beacon PedesirianHybrid Si�nal Roadway Illuminatiot� Assemhlies Arterial LEL] 1ZoadWa�+ Luminaizes Freeway �.ED Raadway Luminaires Residential LED Roadway Lurninaires Alutninum Signs _ Single-Mode Fiber Opiic Carle �raffic� C:c��Yt�`�� 7on�zais 12/18I2� 15 0212�1? �li'c�f.� i ii�� a 3 I2/20/2D 12 11/22/20I3 11122/2D 13 12120/20I2 06/15/201 S 06/15/2015 06/15/2U 15 ll/12/2013 02126/2016 03 �22/2021 CIT'Y OF P{]RT VdORTkI lntersection Improvemenis b� 8onds Ranch Ftoacl 8; r iv] I Sc4 S'i'ANl]tiksi} {'�Nc�TRi]C7'iOTT SBECIFTCATI�C�N �Si�3INfET�TS 4:P�a IulOU9-< Revised l�nuearher r. 2(Fa � 0o ao oa STANDAR➢ COATSTRUCTTON 51'�CIFICATTdN DOCUMENTS Page 8 oP 8 Technical Specifica#ions listed beIow are TgDOT Specifiications Needed for the Construction of the TxDOT Bid �tems. See T�DOT Website for ,5peci�cataons 'X'xDOT �iandard Specifications: Adopted by th� T'e�as Deparhnent of Transportation November 1, 2Q14, Standard specifications are incorporat�d into tk�e contract by reference. �au�1d 4nIzne at: https:/lftp.t;�dot.�pub�txdot•infoldes��peabaox-1 l l4.pctf Item 30Q Item 310 Itern 4l 6 Item 450 Item 4b4 Item 467 Item 540 Item S42 Item 5�}4 Item 636 Item 644 Itexn 666 Item 672 Item 6$6 Item 687 Appendix GC-�.01 GC-4.02 GG6.06.D GC-6.07 Asphalts,�0ils, and Emulsions Prime Coat Drillad Shaft Foundat�ons Corrugated Metal Pipe Reinforced Concrete Pipe Safety End Treatrnent (420)(42I)(432)(4�4)(442)(44S}(450)(4�4) Meta� Beam Guard Fence Removmg Metal Bean Guard Fence Guardrail End Treatments Signs Small Roadside Sign Assemblies (421)(44-0)(441)(442}(445)(636)(6�3)(656} Retroreflectorized Pa�ament Markings Raised Pavement Markers 'I'raf�c Signal Pole Assemblies {Steel) Pedestal Pole Assemblies Availability af Lands Subsurface and Physical Conditions Mitaariiy and Women 4wned Business Enterprise Compliance Wage Rates END OF SECTI4N CITY OF FORT WOKTH Intersection Imprnv�ments at Bonds Ranch Rnad & FM 156 STANDARD CONSTRUCTIDN SPECIFICATION DpCUMENTS CPN ] Ol OQ9-2 Revised l�ovember 2, 2Q21 �ity of �or# U��rth, 7ex�� Il��r �r�d ��un�il ��r�r�uni��ti�n �AT�; 1�112J2� Ni�� FI�.E NUMBER: �1&� 21�07�5 LOG i�lANi�'. 20$OhkQ� �Af�C�� RC}kD �M� 5fi TEX�IS ��T ��.�.��T {CD 7} Autrio�ri�e �xec�llan af ��o�3s�ruckl�n �onR��ct wilt� Tc�yr,�� ?�1�keri�� Group, lr�c, d�b�a 1'exas9li. a�`R+�s co��any , sn ��e An�u�nk aI �1,ifl0,�7�_�0 fvr lhe �dnstruCilo� oi Inlerseo�ao� 9mprov�me�€s �n �3�onds F��ch I��ad aE Farm SU 1al�rkek F�o�rJ�lS{x {�Rky P�oJ+3ck N�, �4n00B} (2��F3 �on� �rogram� a •i�kJ w�' • IR Is ��n7rrten�ed E�at k�e CiRS� �aun�lk auEl�ori�e �xec�"�on oC a�nlr�cl wHl7 ��xas M�i�ri�ls �raup. Enc. d�b�s_�exasBiR, a�RH �amp�ny , Fn �[�e amaunEoF�7,1�4,876.24, i�f �he cons�n�ckla� af li�ters��.11an Irn�rav�itlF�n�s 4n B�nd& i�8rt�;h Fto�r! �� Farm kn h�lprk�E RU�d�;i6EPBtv1�� f�3l�rS9�tiC�n Imp!O��anpn�8 (��kj� Pra�e�k N�. 10]��9j. ��S�Ll�.�� Th� pur�nse of �his h�aynr and Cnurr�i! �qrn�r�ur�lc:aa�on �M��} Is Sa a�th�rl�a [Me execution af a�ontra�l wiil� TexasB�l, In khe sm�,�n! �f $1.780,�T�.�p, farthe ce�nak�;�ctlan of Inlorse�E�on Imp�overrGonts on Bands Ran�h E�oa� at Fa�m sa h,+ferkek I�vad �S6_ Th� impKa�emori�6 inClude w�d�ning Bo�ds Ftarscli R�. to pfovide ae#i t�m lanes oes�o Farm to N�ar�et Raa� t��, impro�+e ��dif [ov northbound Eo ea�tbound kfaf��. minor sform dra�n im�rov�m�rnts or�d � new l�a�fc slgr,aG wik� �edestr�an access. 'f�� o�rs��u�kFon can�r�rk wlll ba [u�s�od usl+�g 2�1� �ond Pragr�m Funds awai€able in l�re pr�j�cl, Th,ls prof ec� �rHl be c�ns�ructe� !�r'q�r�h a p�ev�ausiy executed Loca� Os� �ysl�m Agre�ment �L�SA� wikt� ihr� Texas �eparEm�nt o� �ranspart�kCan, No ��de�.�a of st�aEs fur�os ar� aEl�t�k�� t� R[�e �ro�eck. �ho �roJec� was poated o� the city purch2�a+ng webskk� f�r bld ari J�ne ��, 2U27 �r�[� $��ertlsed �i� th� Fae# V�l�rtl� S#er-��2egram on Jun� ��, 2021 and J;.�Ey ti, 2021 7he fallowin� 4irts were reces��d �n .EuIY 2�, 2Q2'1. �Tlme of dd�rs Amount �Cnmp�e#�on Bit �'I ,��.BTB,20 �30�} �al�n�ar ��ys �1i�fpke P�1+ir1g � ��,193,��5.0� �'�i1SIFl:Ct�Ofl I ��r��J,��,�� F�in �roup. Inc � 51,23�,�4�,5i �W CC � G,�@�.�#��,�0 '�h�s praj�cE will have na impact or� tha Transperrioki�n �nc� �'ubllc Wo{ks a�nu�! opera�ian b�dgat wh�n ��r��l�#e�_ �onslruck�on is ex�e�led t� Sl�r4 In i]6r,��nber �02�, 'Chis �roje�t is Incl�d�d In k�tc� �U�B �s�s�d Proyr�n�. A�vall�bl� resourc�s w�khEn �he �en�r�l Fund will he used Eo pro�e+c�� r�t�eEm firxen�ing unl�l debt I$ ISSU�L�, OI"FC$ C�$�C �SSOCI�IL�C� LY4I�i ��}Q �FO�OCk IF �+OICI, �}O[1i{ �F6G2�{�S ti4kII F9�i77�FUf9@ tFY� G��E�fOI FiJri� 11'S 9CC�flf{��f1G� Wlf�` 1�10 S�21t@I'��F1R [rxpr�s�lria uE�cial fn:ent lt� Reoml�urse ll�at wa� ado�+',cd a� P�� the ordi�ance �a��+assing the bond �IU�tipn (Ordanance �os. �3209-45-�01 �} and subseq�enl a��ans k�kan �y li�� May�r a�� Courrcil. �om�l�ance wilh k�re �tky's B�lslness E�,�ity OrdN�a�7c� h�� b��r aohl�v�ti by Il�e �olf�wl�7g f�ethorF; '�ex�s �ia ln�. Is 1�7 compllae�ce v�ill� Ghe �Ily's. �u�lns5s �quk�y Or��r�ae�ce by oamml�tFRg i� 11 o-� p$n�G�pakian a€� thla �roj��t's �s�� b�d. �e �Ity's �usln�rss �q�li�y goel Cor t�,ks �to�eck Is 91 °l�. �k�ls Pr��e�l Is �a�ak�d In ��1N�IL DiS�I�j�T 7, �1� �. �r��o�zr�a�i� r �'�,@'�I�iC�ri�nr; Th� Dkre��r ai Flnante cerklfias ihal ��r4ds are �v�i��b�� In �he c�uret�i capl�el bu��e�. �s pre�eiausly appraprla�erl, ik� �It4 201 ��nd Prap�am Fund ��r t€�e �ontJs ��,�+ch F�� 3�I�ase � prpje[�� ko suppari ih$ a��aroval of �17� �bove rc�ctrr�me��attoi� and �xe�ulkon �F �ho canEracl. F'r�pr !o �ny axper��lt�re b�i�yg Ir�curr�:l, ll�� Tr�r�sparts�on an� R�,bll� UUarks U�partmeni I�ss the r�s��r�sibll�ky la vallda�a li�e a+�alr�bl�lty of funds. Su�m3ttad fnr �I#y Ma�,�.g�r'� Dffice b� �ena B�frgh�a� 8�� S Orl�g�natlnr� �uslneaa Unit��; l�lllll�rr+ Jphnsora 7'�4� AddfNonal Inform�tfon Cantact� Nlaniy I�all ��82 ADDEI+IDUM NO. 1 CiTY OF FDRT WORTH TRANSPORTATION AND PUBLiC W�RKS INTERSECTION YMPROVEMEI�TTS AT B�]�DS RAI�I�CH ROAD & FM 1�6 City Project No.101009-� Addendum No.1 Issue Date. .�nly 13, �021 Bid Receipt Date. July 1�, �0�1 T�is addendum forms part of the contract docume�ts xeferenced abQve at�d znodif"ies the original Contract Dacurnents. Acknowtedge receipt aithis addendum by signing and attaching it to the Contrac� Docuznents (inside). Note rec�ipt of the Addendum in the Bid Proposal and on #he outer envelope of your bid. SPEC�FiCATIONS e Speci�cation 00 42 43 — Propasal Fa�rm a The proposal fnrm is hereby replaced with tlxe praposal form attached to tl�is document. CONSTRUCTI4N PY,ANS � SHEET C0.0� — See modified sheet. d SHEET C5.01— See modified sheet. Received as of 7/1212021. uest�onlComment Answ�r 1 Is there one faraf�c si�al or two7 This project contains 1 traffic signal with 4 signal poles. 2 For hee xemoval, do the stumps need to be Pleas� refer ta CoFW Spec 31 10 OQ far t�•ee removal grinded down or is full root removal infotrnatian. re uired? 3 There is no bid item for pedestrian ramps, There aire no pedestrian ramps on th�s project. The but the TxDOT cietails are inaluded. pedesirian facilities are ta be buil# using the �}°' concrete sidewalk itern, detectable warning surFace item, and t�e a iicable PET3-I8 details. 4 There are no dimensions for the sidewaIk. Sidewalk dimensions have been included on the revised sheets. 5 The guardrail end treat�nents show ar� SGT Shect C5.41 has been revised ta show an SGT instead on sheet C5.03 and a terminal anchor on of a termina� ancl�or. Bid item 29 "9999.QQ05 C5.01. Does bid iterx� �.9 "9999.0005 GLTARDRAIL END TREATMENT (1N�TALL)'° {2 GUARDRAIL END TREATMENT EA} includes both. TNSTALL " 2 EA include both? 5 Wiil CAD fil�s be provided for the praject? CAD �les wi11 be provided once the bi� has been The grading plans shaw cQmposite contour awarded. Please utilize the drainage area maps for lines and hence earthwork �volurr►es cannot exist#ng con#ours. be calculated using these. Ii CAD files wi11 not be provided, please provide a drawing showin the e�stin contours onl . �NTERSECTIUN IMPIZOVEMENTS AT �3UIVll� .KA.[MCH KUA.11 rk �+'M l�b SHBET 1 OF 2 ADDENDiTM NO. 1 uestion/Com ment Answer 7 There are two categor�es of prequalification Yes, the co��tractars prequalified for more 1:17an 15,000 for Asphalt Paving SY can also be utilizerl fflr t�is project. Construction/Reconstruction - �15,000 SY and Unlimited. Per the prequaii�cation staternent, only the contractors prequaliiied under the less than 15,000 SY category can be u�i�ized. Please verify wh�ther contractors under both cat�gories can be utilized. 8 Per Business Equity Ordinance #24534-11.- No. This praject fo�lows the ald MBE goal 2D2q, t�� City may recognize business requirejnents. FoTlow updated CoFW Spec QO 45 40 equi#y firms located "tn caunties other than included wi.th tJ�is Addend�m No. 1. those in the Marketplace. Please verify if this is a licable ta the ro'ect. 9 Please conitrtn if bid item 69 "3441,1741 NQ, this bid item does �ot include the controller. Furnishllr�sta11352i Contraller Cabinet CoFW Bid Ite� 3441,1725 FurnishlInst�11 ATC Assembly" includes providing and instal�ing Signal ControlIer will be addad. the traf�c signa� controller. Prcviously, this has been a se arate bic3 item. 10 Please confr�n tl�� specification for the Yes, this is correct controIler. �ollow CoFW Spec 34 traffic signal controller being the Int�light 41 10.02 for aeceptable traffic signal contrnl�ers. 2470LDX Controller or uivalent. 11 Ptease specify which traff'ic signals Bid itern 35 — 3��41.2001 Salvage Traffic Sigrial is not ca�rrespond with the following bid items: needed. Bid Ite�n 36 co�ers the Bid item 3S "3441.2p02 Dispose of Full removal/disposallsalvage ofthe existing trafiic signal. Traffc 5ignal" (] EA) and Bid Item 36 "3441.2002 Dispose af Full Traific Signal" iLS. 12 Please verify the spacing between each Please r�fer to CoF W Spec 32 31 26 far barbed wire strand for the proposed 5-�trand Barbed strand spacing. � Wire Fence. All other pro�isions ofthe contract documents, p�ans and specificatians shal] remain unchanged. Failure ta r�turn a sagne�l copy of the addendum with the Proposal shall be grounds for rendering the bia non-responsive. A signed copy of this addendum sha�l be placed into th� Prflposal at the time of bid submittal. RECEIPT ACT{�OWL G�%'/ B�..�l- Company: l"exas Mai ials Group, dba Texas Bit S�weta Rao, Rae�p � ip�P hy Shwete P.E P�L11�] Oate;202f.07.13 gy• � �V� 16:33:08-05'00' Shweta Rao, P.E., pMP Project Manager Transp.ortation and Public Works INTERSECTION IMPROVEMENT5 AT BONDS RANCH ROAll & FM l�fi SHEET 2 DF 2 ADDENDUM NO. 2 CITY OF F�RT WORTH TRANSPORTATION AND PUBLIC WORKS INTERSEC'��ON IMPROVEM�I�TS AT BOI�TDS RANCH ROAD & FM 1�6 City Praject No. 101�p9-� Addendum No. 2 Issue Date: ruly 14, 2021 Bid Receipt Date (revised}: July ��, 2021 This addeanduna forms part ofthe contract docuntents referenced above and madifes T1ie ariginal Contract Dacuments. Acknowledge receipt of this addendum by signing and attachi�g it to the Contract Docu�nents (inside), Note receipt of the Addendum in the Bid Proposal and on the outer envelope of your bid. SPECIFICATIQNS m Specification OQ ll 13 — Invitatian to Bidders o The revised Bid Recei t Dat shall be Jul 22 2021. AIl oth�r pro�isiar�s afthe contraci documents, plans and specificatians shall remain unchanged. Failu�se to return a signed copy of the addendum with tt�e Proposat si�all be gounds for rendering the bid non-responsive. A signed �opy of this addendum shail be placed into the Proposal at the tirrae of bid submittal. RECEIPT ACK�LEDGED: ❑�a��a��y s��a e„ sn�� '� �, Shweta Rao, Rao, P,E, pMp a P.E PMP oe�a:zos�.a�.�a By � a,y, � iz:ar:ai -as�oa �hweta Rao, P.E., PMP Company: Texas Materials Gr�up, dba Texas Bit p��j�t Manager • Tran�portatian and Public Worlcs INTERSECTION IMPROVEMENTS AT BONllS I2ANCH ROAD & FM 1�6 SHEET 1 OF 1 ADDENDUM NO. 3 CITY OF �'ORT W�RTH TRANSPORTATION AND PUBLIC WORKS INTERSEC�'ION IMPROVEMENTS AT BO1�iDS RANCH ROAD & FM 1�6 Cily Pra,jeci Na. 101QQ9�� Addendt�mi Na. 3 Issue Da#e: �Tuiy 19, 2021 Bid Receipt Date: July ��, �0�1 This addandum forms par� of the contract documents referenced above arid modifies the original Contract Documents. Ackno�vledge receipt of this addendurr► by signing and attaching it to the Contract Documants (inside). Note receipt of the Addendum in tkie Bid 1'roposal and on the outer envelope ofyour bid. SPECIFiCATIONS • Specification OQ 4� �13 -� Propasal Farm o The praposal form is hereby replaeed with t�e proposal form atiachet� ta ihis document. CONSTRUCTION PLANS � SHEET C0.05 — See modified sheet. Received. a� nf 711912021. QuestianlCommenf Answer 1 Is the 6" Asphalt Base a base repair item in Na, the 6" A.spha�t Bas� item is part of the prnposEd case offailures a�er milling? pavement section for the full depth repair betweeri STA 150+50 and STA 3 53+90. 2 The tr�c controI shovvs "panels" in Phase Refer to TxDOT detail BC{9)-14 oi1 sheet C1.17 foar 4& 5. There is no mention of what type of traf�c control panel information. anels. 3 Tha Trench Safety item has EA as the unit The Trench Safety item has been updated to he L.F. of ineasure instead of LF. 4 Please provide a descriptian of w�at we Ref�r to modified CoFW 5pec 34 7] � 3 Section should he pricing %r Item No. 94 "Detaur 1.2.A.4 for Measurament and Payment ittformatian. Route". Are we pricing for the Traffic Control rcqtEi red for this route or are we intended to provide any traf�c signals flr avin on this route? INTERSECTYON IMPR�VEMENTS AT BON�S RANCH ROAD & FM 156 ��r t o� z C.l�-1��I �7iJii i►[�7�cj All other pra�isiaz�s of the cantract documents, p�ans and specifications sha11 remain t�nchanged. Fai(ure to retuan a signed copy of the addendum with the Propasal shali be grounds for rendering the bid non-r�sponsive. A signed copy af this addendurr� s�all be placed into the Proposal at the time of bid submittal. IZECEIPT ACKNOWLEDGED: Shweta Rao, �o PyE �PM � snwe�$ By • �� By: P.E, PNIP °5'zsiz2�oa9 5hweta Rao, P.E., PMP Company: Texas Mater als Group, dba Texas Bit prpj�ct Manager Trans�ortation and Public Works INTERSECTION �1V�ROVEMENTS AT BONDS R,ANCH ROAD & FM 1S6 sr�a�T 2 0� z 00 �� aa IN V11'A7TDN TO BII7DER5 Page 1 af2 SECTIDN Q01113 IN VITA'�ON TO BIDDERS RECEIl'T OF BIDS Seal�d bzds far the eonstructian of City Praject Nunaber IOlOQ9-2, Xntersection Impro�ements at Bands Ranch Road & FM 156 ("Project"} w:�11 be received by the City of Fort Worth Purchasing Office nntil 1:30 P.M. CST, Thursday, July 2i, 2021 as further described below: Czty a��'ort Warth Purchasing Division. � 200 Texas Stteet Fort Wortk�, Texas 76102 Bids vrill be accepted by: US Mail, Cauxier, FedEx or hat�.d delivery at the address abave; Bids w3ll be opened publicly axxd z'ead aloud at 2:00 �'M C5T zn the City Council Chambers. GENERAL DESCItIPT�ON OF WORI� T�ie major work will cn:n,sist of the (approxim.ate) following: Reconstruction of Bdnds Ra�ach Road and F`M 156 traffic signal with asphalt pavement widening. The exisiung sigz�.�.ai wi11 be replaced with new poles, rn.ast ar�s, and all new applicable equipm.ez�t. The asphalt roadway widening will add turn lanes ta the souihhattx�d, eastbound, and westbound approaches of �e intersection. Other rnajo:r work companents o.f the project include the following: Stortn. Dz�ain Culvert Extensions, Roadside Ditch Gradzng, Pavement Marl�i.ng, aud Small �ignage. TxD�T xight-of-way p�rtn.it will be required for paving and signal waxk. PREQT3AL�FxCAT�ON Certain ixt�provements included in tlus proj eet must be pezform�d by a cQntractor or designated subconiractox wk�o is pre-qualified by the City at �e time of bid opening. The procedures far qualificaiion and pre-quaIification are ou�lined in the Seciion 3 of 0� 21 13 — IN�TRiJCTIONS TO BIDDERS. DOCUM�NT EXAMINATIQN AND PROCiJREMENTS The Bidding and Contract Docuznents 7nay be examined or obtained nn-Ii.z�.e by visifiing the City flf Fort Worth's PurcYtasing J3i�ision website at http:l/wvvw.fortworthtexas.gov/purchasin�L and clicking on the Iink to t�te advertised pxoj ect folders an the Ci.iy's elecYrronic docuffient nnar�agement and collaboratzon system site. The Cantract Dacuments znay be dQwnloaded, vienved, and printed by interested con�ractors and/or �upplzers. Copies of the Bidding at�.d Cantract Documenis rn.ay he pUrchased �ronn Kimley-Horn and Associates, Inc., $Ol Cherry �treet, Unit #ll., Suite 13UD, Fort Warth, TX 76102, 817-335- 6511 on June 17, 2021. CaI! a minimum af �4 �ours in advance to schedule pickup: The eost of Bidding and Contract Documents is: 5et of Bidding azzd Gontract Documents wifh full size drawings: �x50 Set of Biddzxig and Contract Documents wi�Ia half size (if avai.lable) drawings: $�00 EXYRESSION OF INTERS��T CPi'Y OF T'OTZT WOR'I'fi Tntersectioa Improvemeats at Bonds Ranch 12oad & FM i56 ST,ANDARD COATSTRUCTION SPECI�'ICATIONDOCLJMENT CPN ]OIOD9-2 Revisei1711912021 . QO 1 ] 13 INVTTA`TTON TO BIDAERS Pag� 2 oF2 To ensure potantial bidders are kept up tn date of any new information pertinent to this projeet, all interested parties are requested fa email Expressions of Interest in this procurement to the City Praject Manager and the Design Engineer. The email should include the company's name, contact person and that individual's emaiI address and phane number. All Addenda wiil be distributed directly to those who ha�e expressed an interest in the pracurement and will alsa he posted in the City of Fort Worth's purchasing webszte at http:!'fortyvc�rthlexas.�ov/purchasin�.' PREBID CONFERENCE -- In person A prebid confe:rence will be held as d'zsc�ss�d in Sactinn 40 21 13 - INSTR.UrTIONS TO �IDD�RS at the fallowing dat�, and tirne; llATE: Tuesday, .��ne 29, 20�1 TIME: 9:OOam If a prebid conference is k�eld, the presentation and any questions and aaaswers provided at the pre�id canferencL wiil be �ssu��] as �.r. Addendum t�+ the eall for bids_ I� a p��bid conference is not beingheld, prospective bidders ean e-mail questions ar eomments in accord��c� }�.�iih Section 6 ofthe Instructions to Bidders referencee] a��ve to the projecY �nanager(s) at tt�.= e-mai l addresses listed befow. Emaileci c�uesti�r�� il] sutfi�vc as "��estions in wz'zting.''` it uaces��ry, ,�ciciena� �vill he issued pursuant to the lnstructians t�� Bidders. CITY'S RI.(�HT 7Cf} ACCEPT OR REJECT BIDa Gity reser�es the right t�� waive irregulari.ties and to acce�t ar reject any u� ai� bid: , AwA1ii� City will avaard a cant�ac# to cr�e Biddez' p.resenting the lr�west price, qualincations a[id camp.atencies cpnsidered. �+ �a Ji �) IL �+L.S Any contrac� awarded under this INViT.ATIf)h1 TO BIDDETK� is expeciec! l+� �� limded iram revenues generated from bands and reservec� �;v the City tor th�; i-�mjeez. iivc� uuz�h All inquiries relatiUe tc� this pracvremen� shnul� he addr�sse� to tY�� fofl�u�iyt�= Att�; ShwetaRao,P.E.,_]'lV1f', C:ILV 47:�t'L]fL ��IC�Tiji Emai�; Snwet�.Rao(a7f.o.rtworth�t�xa,.g�v Phnne; 8�7-3IL-$t��2 ANDIC�: AtG�: Nolat� �1F, Pierr.e, Y.E,, Kiml�y-i-�orn az�c� Associates, inr. Ema::; h]��lax�.Pierce(u;,�imley�-�iarn,ec��n PhDne: 817-�35-ti5 � l AI)�T.R'�iSFML�'�' kl �'i"E�; 1'nuxsday, .i u,x� D 7, &ii� � Thursdav, lune �.4„ �.0�% �.fti1a []�ri ��1�':d;��'1(��! CTTX Ok' FORT V�ORTfi Intersection ]mprovaments at $ands Raneh Road & FM 156 STAI+IDARD CONSTfiUCTION �PECIFiCA � ION DOC'[TMENT CPN 10 COU9-2 Revised 7�1412[�" i 00 21 13 INSTRLTCTIpNS TO BIDDERS Pagc 1 of 10 SECTION 00 21 13 INSTRLTCTIONS TO BIDDERS 1. Defined Tcrms l.l . Capitalized terms used i�a tlaese INSTRUCTIONS T4 BIDDERS are def�ned in Section QO 72 Oa - GBNERAL CONDITIONS. I.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the meanings indicated below wluch are :applicable ta both the singulaz� and pluraI th�reof. I.2.1. Bidder: Any persan, firm, partnership, company, association, or carparakion acting directIy througl� a duly autk�orized representativa, submii�ing a hid for performing the work conte�nplated under the Contract Daeu�nents. 1.2.2. Nonresident Bidder; Any person, firin, partnersl�ip, company, association, or corporation acting directly through a duly authorized representative, submiiting a bid for performing the work contempiated under the Contract Documents whose principal place of business is not in the State of Texas. 1.2.3. Successfi.rl Bidder: The lowest responsible and responsive Biddar to �horr� City (on �11e basis of City's evaluation as h�reinafter provided) makes an award. 2. Copies of Sidding Documents 2.1. Neither City nor Engineer shall assume any responsibility for errors or misinterpretations resulting from the Sidders use of incompiete sets of Sidding Dociunents. 2.2. City and Engine�r in making copies of Bidding Dac�unents a�ailabI� do so only foz' the purpose of obta�ning Bids %r the Work and do not authoriz� or c.onfer a license ar grant for any other us�. 3. Pregualifcation ofBidders (Prime Contaractors and Subcontractars} 3.1. Bidders or their designated subcontractors are required to be prequalified for the work types requiring prequalification as per 5ections 00 4�5 l 1 BIDDERS YREQUALIFICATIONS and 00 45 12 PREQUALIFICATION STATEMENT. Firrns seeking pre-qualification, must submit the documentation identified in Section 00 45 11 on Section DO 45 13 PREQUALIFFCATION APPLICATION at least seven ('7} ealendar days prior to Bid opening for review and, if qualified, acceptance. The subcontractors listed by aBidder on 00 45 I� musfi be prequalified foz'the appropriate work types. Subcontz'actors tnust fallo�w the same timelines as Bidders for obtaining prequalification reviaw. Bidders �r Subcontractars who are not prequa�ified at the time bids are opened a.tid reviewed may cause the bid to be rejected, Prequalification requirement wark types and documantation are available by accessing al] requiz'ed files through the City's vvebsite at: ltttps://app� forhunrthtexas.�ovlFrojectResources/ 3.1. I. Paving — lZequirements document located at: CITY OF FORT WORTH Intersection Improveinents at Boads Ranch Road & FM 156 STANDARD CD�TSTRUCTION SPECIFICATION DOC[JMENT CPN 101409-2 Revised/[Jpdated Novernber 2, 2021 00 21 13 1N5TRUCTIONS Td BIDDERS Page2af10 hlt��://a .. s.fortworthtexas. av/Pra'ectResources/�esourcesP102�o2U- �%20Construciion%20Document /Contractor%20Pre ualification/TPW%20Pavin °/n20Contractor%20Pre ua11f1cat�p�s°/aZOPrR am/PRE UALIFICAT[ON%2�RE UIRE:�VIFVT�°io?�FOR°/a20PAVING°iw�OCONTRACT01' c p�f 3. J..2. Raadway and Pedestrian Lighting — Requirements docuinent lacate.d at: https:;/ap�s.tortworthtexa�. o:•IProiectR�::�urc�:.:R�vuurc��P/02%20- %20Constructi on%20DacumentslC:ontractor°1o20PrequalificationlTPVv°io2UR�adw � �.�%ZOand%20Pedestrian%20Li�I'iting%o20Pregualification°/a20Pro�raml�TREi f% 2�?LiCrHT%20PREQUAL%a20REQMNTS.pdf 3.1.3. Wa�er and Sanitary Sewer-- Requirements document located at: h s:lla s.fortworthtexas. ov/Pro.'eetResaurces/ResourcesP102°�o2fl- %20Constr�ction°/a20Docunaents/Cantractor%20Pre uaLification/Wat�r"/oZOanU" ::', OSanit °1a2QSew�r%20Can actor%a20Pre uali�cation%2QPro at�;WiS°!�%Onre ug al%o2(�reqairements.�df , 3.2. Eacfi Bidder, unless currently prequali�ied, �►ust submit to Ciiy a� �ep:�t s�eve� (7) calendar days p�ri�,r to Bid opening, the do�umextation identifed i� Section �10 45 11, BIDDFRS PR�:rt;��.lAl,1�'i{'ATT�?N�. 3.2,1.�ubmission of and/or questions relatedto prequalification should hr. addressed tc tFt�.x City contact a,� �ravic�e� in Paxagrap� ti,1 _ 33. The City reserves ti�e rigi�� ta require a,ny prc-qua!i �1e�1 �:onRe�clor �vftia� is tk�e apj;�E�x�[ �ou� bidder for a project to submit such additional information as tlae City, in its solr discr�tic;t, cnay rec�uie�, 'sncludin� h��t nn� limited t� manpnwer and e�uiprnenfi records, �f11��11aL��?iX a��UUI KGy �,7GTSSUL'L11G1 LV UG [Wjl��'L�'I.GC�I LU LLL�i ��+'�-�R. K��4� �n��t��.j'�1y�.Et $C+h�.du�G ta assist t�e Ciiv in evaluating and assessing the ability of the apparent Ic�w bitiuer i� deliver a qualit,y product a�:<i s�ir,ressiuiiy compleie p�ajG��:, �i�r tl�i niuCik�l]i �E{I i�i�li�3111 the stipulated time �ras.,�. �asea upon E�k4 City's assessz7.aent of tne sunmitt2d informatin�3. x recammendatiun r��ra�.�� i�:� awarrl t�f � con�r�:t will �c maa�: to fh.e Ci�y� GounciL Failure to submii the additional in��rr�nation, ifrequesied. �iay :.� �rnund�: f:;r rejecTi;i�x the apparent i;,Mr k�iader a� n�n-res�a�nsi��_ l�ffect�3 conira�:�ot�s ��il] bc f10�1�IF�d 111 �VT1i1T1��,. C>f GI IGL:l111WIG11LLdLl(}� �(} j�j�r �k�'y' �`�>Ui3ClG, 3,4.In addition. to prequali�icati�n, adciiriona.i requir�A��i►t� �.�� Ejua11I1C7LI@�i �ia�j� uc requirec;� withirti vario73s seetions �nf t�«-� Contra�� I�oCumeni� , �. E�amination a1FBid�ing ana Contrac� Documen[s, U#�t�' Related �`idia, and Site �, I, i?C�1.i11'i Slll77YIi�CIiI�+ +l L�ICi, CaC�➢ hlcit�c'J'; CITY DF FORT W012TH Intersection Imprnt+ements at Bnnds Ranch Road & PM 156 STAI+IT]ARD CONSTRiJCTIDI�I SPECIFICATIQN DO.CUMEI�T CPN 1D10p9-2 IZevised/Updated November 2, 2021 Op 21 13 IIV3TRUCTIOhTS TO BIDDFRfi Page 3 af 10 4.1.1. 5ha11 examine and carefully shtdy fihe Contract Documents ax�d other related data identiiied in the Bidding Dacuments (including "technical data" referred to in Paragraph 4.2. below). No information given by City or any representative of tha City other ti�ax� that contained in the Contract Docuzz�ents and officially promutgated addenda thereto, shalI be bindin.g upon t�.� City. A.1.2, Should visit the siYe to become familiar with and satisfy Bidder as to the general, local and site conditions tlaat may aifect cost, progress, performance or furnishing of the Work. 4.1.3. Shall consider federaI, state and lacal T�aws and Re�ulations that may aifect cost, progress, performance or furnishing pf the Work. 4.1.4, Is ad�+isad that, City, in accordance wit� Title VI af the Civil Rights Act o� 1964, 78 Stat. 252, 42 U.S.C. 2000d to 204�d-A� and Title 49, Code of Federal Regulations, Depart�nent af 'I'ranspoi�tation, Sub�itle A, Office of the Secretary, Part 2I, Nondiscriminatian in �'ederally-assisted programs of the Department of Transportation issued pursuant ta such Act, hereby notiiies all bidders that it wi11 afiirmati�ely insure that in any co.ntract entered into pursuant to this adverCisement, minority business enterprises vvill be�'orded full opportunity to submit bids in z'esponse to this invrtaiion and wi11 not be discriminated. againsf on the grounds of race, calor, or national origin in considera�ian af award. �}.1.5. Shall study all: (i) reports of explorations a.nd tests of subs�rface canditions at or contiguous ta the Site and all drawings ofphysical conditians relatzng to existing surface or subsurface structures at the Site (excapt Underground Facilities} that have been identifed in the Contract Documents as containing reliable "technical data" and (ii} reparts and drawzngs of Hazardous Environmental Conditions, if any, at the Site that have been identifed in the Con�ract Documents as containing reliable "technical data." 1.6. Is ad�ised that the Contract Documents an file with the City slaall coz�stitut� aII of �e infarmation which the City will furnish. All additional informatian and data which the City will supply after promulgation of the formal Contract Documents sha11 be issued in the form of w�ri�ten addenda and shall become part of the Contract Documents just as thovgh such addenda were actually wriiten into the original Contract Dacuments. No inf�orrnation given by the City other than that eontained in the Contract Documents arid officially promulgated addenda thereto, shall be bindin� upon the City. 4.1.7. Should perform independent research, znvestigations, tests, boriz�gs, and such other means as t�ay be necessary to gain a complete knowledge of the conditions whieh will be encountered durin� �e consiructiqn of the project. For projects with restricted access, upon request, City may provide each Bidder access to the site to conduct such examinations, investigations, explorations, tests and studies as each Bidder deems necessary far submission of a Bid. Bidder must �ill all holes and clean up and restore the site to its former conditions upon completion of such exploratior�,s, investigatians, tests and studies. CITiC OF FOTZT Vi'ORT'H fntersection T�nprovements at Bonds Ranch Road & FM 15fs STANDART] CONSTRiJCTI01� SP�CIF[CA'i'ION DOCIIMEN'1' CPN 101009-2 Revised/CTpdated IVo�ember 2, 2021 aozi t3 IIVSTRUCTIONS TO BiDDERS Page 4 of i D 4.1.8. Shal1 determine �he difficulties of the Work and all attending circumstances affecting the cast af dazng the Work, time required far its completian, and ohtain all in%rma�ion required to make a proposal. Bidders shall rely excl�asively and solely upon their own estimates, investigatian, res�axch, tests, explarations, and other dat� which are necessary far iull and complete information upan which the proposal is to be based. It is understaod that fhe submission of a proposal or bid is prima-facie evidence that the Bidder has made the investigations, examinations and tests herein required. 4.1.9. 5ha11 promptly natify City of all confliets, errors, amhiguities or discrepan�cies in nr between ihe Contract Docum�nts and such other relaiecl tiocun�ent�, 7�� ConTraGt�r shail not take adr�antage of any gross error ar o�nzssion in the C.ontract �]ocunr�ant�, and the City shaIl be pennitted to �nalce suat� �orrecfio�s ��r interpretaiions a� may be deemed n�cessary for �ul�llznent ofthe intent oi the (:ontract D�cuu—a��s. 4.2. Reference is made to 5ecfiion 00 73 00 — Supplementary Cc�nditior.� F�r idenCificatian cif_ 4.2.1. those rPy�orfs of expinrati��s anc� te�ts 4�f subsurface conditinns �t o.r co�ti�uoL� t.{� the site which ha�e been utilized by City in preparatian af the Contract L)ocuments. The logs of Soil Borings, if any, on the plans are for general information on]v_ Neither the City nor the Engineer guarantee that the data shown is repreaentat; ��. of conditions wbich actualiy exist. 4.2.2, those drawings of physical conditions in or relating to existing surface and subsurface struc�ures {except LTnderground FaciHties) which are at or contiguQus ta the site that have been utilized by Ciiy in preparation of the Contract Doeuments. 4,23. copies of such repun �s and. dra��it��t wil7 �r� rn�ad� availabie �y Ci;y to a2�y �3idder an request. Those repnrts and cirawings may not bc Fi'ai � Gi �iic �uu}S1�t Documents, but the "technical data" contained therein upon which Bidder is eniitleu to rely as pravided ii3 Paragrap i�.a2. oi the Gen�ral Conditinns ha, heen ic�entif ea and estahlished in �ara�aF�r� SC ��.!�� x`the �iappfei�i�nt�,ry• Con�li=iocrs, Bidder is responsible fnr any interpretation, or cnnclusinn a�aw;► from a�y "technical datti" o�� atty otl��erd�#a, inter�rr-.;atiu��, o�,�,as`,s��s r�r infnrmdtixi�, �.2.�,5tanda��:� insuranc� requ�rennents, coverages ��i liL,iis. �,3. �l�e suh�missEon ni � Ri�+ t�ill cnnstini;�. an incnn�rnvertihle r4�rrsentatinn by BiddG:; {�: that Bidd�,r ��a� co�nplied with avery requirement o3'ti-us �aragrap� 4, (iij tha: wit�`��u� exception th�e Aid is premised upan perf�rming and iiu�r►isl�.�iy� I:he A�Tnrk requi�e� b� rhe Contract Daeuments and appi,yiitg �i�ti specittc means, meihods, tect�ic�ues, s�c�uences n.r prflcedures nf constn�ction� {�f any � tr.ak rriz�y be showrt or indacai�� nr expr.essly requi.red by t'lae [:ontract i�oeuments, (iii) that isicicier nas gi�en City �M1'l1LLG1� i]�}LAI�� LJJ �,!! conflicts, errors, arnbiguities and discrepancies in ihe Contract Documents and tna written resolutians thereof by Cify are acceptable to Bidder, and when said conflicts, e��_. riavti. not bee�i� rPsalved througb t�ze int�r�rQtations k�y CEty as des�r��e�l ir� Pr�ragr��la (i.. �.�d (ivj �1��.3 tl�� n[e�c�R Vu�.a,uiseii�s �= �enerall�' suf'fic��nt i� ind�::atz a�".1 coi�vey uncierstanciing o� al! t�� and c4nd�tions tu; perfarmt��, and furnis�nir�� li��e 1�4'v� �c. CITY OF FOItT WOk2TH [ntersectia:e fmpsnvemant�s. at Fior�ds Ranch Road & FM 15b S'�tiNDARD CC�NSTRIIC�f'i�N SpECiFI�:ATIOlu DOCiJiviE7v`T �P*[ I OlOD9-2 keviseri?�.:pd�txa �nvem'r : s Z. 2+_2 I D021 13 1N5TRUCTIO�TS TO B]DDERS P�ge 5 of 1D 4.4. Tha provisions of this Paragraph 4, inclusive, da not apply to Asbestos, Polychlorinated biphenyls (PCBs), P�:tz'aleum, Hazardous Waste or Radioactive Material cavered by Paragraph 4.06. af the General Conditions, unless speciiically identified in the Contract Documen#s. 5. Availabiliiy of Lands for VVork, Etc. 5.1. The lands upon which the Work is to be performed, rights-of-way and easements far access �hereto and o�er lands desi�nated for use by Contractor in performing ti-►e Wark are identified in ihe Contract Docuxnents. All additional lands and access thereto req�aired %r tempo:rary constz'uction facilities, co.nstruetion equipment or storage of materials and equipment to be inco�porated in the Work ar� to be obtained and paid for by Con�ractar. Eas�ments for perrnane�t �tructures ar pennanent changes in existing facilities are to be abtained and paid for by City unless otherwzse provided in �ha Contract Docwnents. S.Z. Outstanding riglnt-of-way, easements, andlor permits to be acquired by the City are listed in Paragraph 5C 4.01 of the Supplementary Conditions. In the e�ent the necessary right- of-way, easeinents, andlor pennits are not �btained, the City reserves the right to eancel �he award of contra�ct at any time before the Bidder begins any c.onstruction work on the praj ect. �.3. The Bidder sha11 be prepared to commence canstruction without all executed ri:ght-of way, easements, and/or permits, and shall submit a scheduIe to the City af ho�r+ construction will proceed in �e other areas of the project that do nat requir� permits and/or easements. 6. Interpretations and A.ddenda 6.1. AII questions abaut the :meaz�ing or inient of the Bidding Documents are to be directed to City in wrifing on or bafare 2 p.ra., the Monday prior to the Bid apening. Questions recei��d af�er this day may nat be respondad to. Interpretatians or clarifications considered necessary by City in response to such questions wxll he zssued by Addenda delivered to all pariies recorded by City as having receiv�d the Bidding Documents. Only questians answered by formal written Addenda will be binding. Qral and other interpretations or ciarifications will be without legal eff�ct. Address questions to: City of Fort VVoz�Yh 200 Texas Street �'ort Worth, TX 76102 Attn_ Derek A. White, PhD, P.E., City of Rort Worth Transportafion and Public Works Ernail: Derek.White@fortworthtegas.gov Phone: 817-392-238.3 CITY OF FORT WORTH TntersecEion Improvements at Bonds Ranch Raad & FM 156 STANDARD CONSTRUCTIiDN SPECIFICAT`ION DOCUMENT CFN 101009-2 Revised/[Jpdated No�emher 2, 2�21 � 00 21 13 IN5TRUCTIQNS TO BIDDERS Page 6 oE 10 6.2.Addendamay alsa be issued io madify the Bidding Dacuments as deemed advisable by Gity. 6.3. Addenda or claxifications may be posted via the City's electronic document management and collaboration system BIM 3b0. 6.4. A prebid conferenee may be held at the time and place indicated in the Advertisement or INVITATION'1"O BIDDERS. Representatives nf City will be present to discuss the PrQject. Bidde:rs are encouraged to attend and participata in the conference. City will transmit to aII prospective 8idders ofi recorc� such. Addenda as Ci?,� considers necessary in respons� to questions arising ai thP cpnferer�ce, Orat sidE�R��rt� ruay ric�E he tel��u upon and will not be binding or legally effective. '7. Bid Secu�rity 7. �. Each Bid must be accompanied by a Bid Bond made payable #o City in an am ount of �ive (5} percent af Bidder's ma�mum Bid price, on the form attached or equivalent, issu�d by a surety meeting the req�ir�ments of Paragraph 5.01 of the General Conditions. 7.2. The Bid Bonds pro�ided hy a Bidder will he re#ained until the conditions nf the Notice of Award have been satisfied. If the Successful Bidder fails io execute and return the Contract Docuinents within l 4 days after the Notice of Award conveying sa�ne, City ma.v eonsider Bidder to be in default, rescind the Notice �f Award �and a�t �n #he Bid 13on�. 5uah arti.on sha�; he City`s exclusiv� remedy in ttie e�vent �ideier E� �eemed tc, have defaulted. i�. Contract Times `��he numi��r of days within whic2i, �r tlle dates r�� urhich, Miles�on��; ar� [+� l�e ac2�;;.ve€I i� accarciance wifr� khe General Requirements and thP lhfor�; �s �sx l3G cot��aleted and ready for Final AccepiarAc� is set forttt in the Agreement or i;►co:rpc�rated tf�� i�t �y reference ta ui� ai�ache� Bici �'��1�. �. Liquidated Damag�s Prc;v;��o�.s tar liquida#ed d�;r�a��s ar� s�� forih in t1�tP A�reement. LQ. Su�stitute �r.:� °'Or-Equa�'' Ifen�� The Contract, if awarded, wiIl bP ora the basis afmateriais ant� equipr�-�en� describe�'�1 In t��- Bidding Docutnt; rts with�u� consiaeFati�r, of �ns�ih9� subsiiiutc ,�,r "o.r-equa]" it�m�, Whenevar it is indicated or speci�ied ir� the J�idding Tx,ucu�i�ent� that s"subsiiiui�" +,� "cx- equal" item of maierial or equipment may he furnished or us�d �y Contra�l�� t��CC��?ta�4e i�� Cit�•, appiication for such acceptance will not be cnnsiderecl by (;ity �ntii atier the �rrecriV'e ]7at� vi ttt�e Agreement. The �mcedwre far submissi,�t� �f an}� such ap��ication �y C;�ntractQr ar�d consideration by C;ity is set fortir� il� Paragraphs fi.USA., 6.G5�s. ancl fi,ta��;, c7f ti.�� 4i�nerai Co�nditions an� ic supplern'ienteti in Sectior� t? l 25 d0 of the General Requireinen.3�. � 1. :�ubcci�ii"rxciui 4� S�pp�;e�-:: d,i-� OtLer� CTTY OF FpRT WORTH tntersection Improvements at Bands Ranch Road & FM i 56 1TA7VDARD CONSTRUCTI41� SPF�IFTCATiON Anr�J�EJv�T CPN 1�IOQ9-2 kcevised'l,pdated Nnvemher 2, 2421 00 21 13 INSTRlICT'IONS 'Fp HTDD�RS Page 7 nf 10 I 1.1. In accordance with the City's�Business Equiiy Ordinance No.25165-10-2�21 the CiTy has goals for the participation oiminority business andlor women business enterprises in City contracts $100,000 or greater. See Section 00 �5 Q-0 for fhe MIWB� Pz'oj�ct Goals and addit�onal requireinents. Failure to comply shall rende� tl�e �idder as non-responsi�ve. Business Equity Ordinance No.25165-10-2Q21, as amended (replacing Ordinance No. 2453�-11-2020), codified at: http5_//codelibrar�.amle al.corr.lcodes/ttwortIvlatestlftwarth t�U-0-Q-22593 1 I.2. No Contractor shall be requir�d to employ any Subcontractor, SuppIier, otber person or organizafio�. against �hora Contractor or City has reasonabie objection. 1�, Bid Form 12.1. The Bid Form is included with the Bidding Documents; additionaI copies may be obtained from the City. 12.2. All hlanks on the Bid Form rnust he completed and the Bid Form signed in ink. � Erasures or alteraiions shall be ini�ialed in ink by the persan signing the Bid Form. A Bid price sha.Il be indicatcd for eac1� Bid item, alternative, and unit price itein listed tlaerein. In xhe case pf optional alternatives, the words "Na Bid," "No Change," or "Nat Applicable" may be entered. Bidder shall state the prices for which the Bidder pro�oses to do the wark contetnplated ar fitrnish materials xequired. All entries sha1I be legible. 12.3. Bids by corporations shall be executed in the corporate name by the president ar a vice-president or other corporate officer accompanied by e�idence of authority to sign. `I']te corpora�e seal shall be affixed. The corporate address and state of inaorporation shall ba shown below the signature. 12.4. Bids by partrrexships shall be e�ecuted in the partnership name and signed by a partner, whase title mUst appear under tbe signature accompanied by euidence of autl�ority to sign. The official address of tlae partnarship shall be shawn beIow the signature. 12.5. Bids by limited liability companies shalI be executed in the name of the �rm by a inember and accompanied by evidence of authority to sign. Tha s#ate of formation of the �rm and the off cial address of the iirm shall be shown. 12.6. �ids by individuals sk�all show the Bidder's name and afficial address, 12.7. Bids by joint ventures sha11 be executed by each joinf venture in the manner indicated on the Bid Form. The officia.l address oithe joint venture shall be shown. 12.$. AIl names shaI1 be typed or printed in ink below fi.he signatLu'e. I2.9. T�te Bid shall cantain an ack.r�owledgement of rec�ipt of al] Addenda, the �utnb�rs of whieh �halI be fill�d in on the Bid Fonn. CIT'Y OF FORT' WORTH Intersection Improvemenis at Bonds Ranch Road & FM 156 5TAl+li?ARD CON5TRUCTTON SPECIFICATION DOCiJMENT CPN 1Q1DQ9-2 Revised/[7pdated November 2, 2021 � OU 2l 13 INSTRiJCTIONS TO BIDDERS Page8of10 12.10. Pastal and e-rnail addresses a:nd telephone number for communications regarriing the Bid shall be shown. 12.11, Evidence of authority to conduct business as a No�uresident Bidder in the state of Texas shall be provided in ac.cordance with Section 00 43 37 — Vendor Compliance to State Law Non Resident Bidder.' 13. Submission of Bids Bids shall he submitted an the pz'escribed Bid Form, provided with the Bidding Documents, at the time �d plaee indic.ated in the Advertisement or INVITATION TO BIDDERS, addressed to Purchasing Manager of the City, and shall be enclosed in an opaque sealed envelope, ixtat'ked with the City Project Number, Project Litle, the name and address of Bidder, and accor�npanied by the Bid security and other required documents. If the Bid is sent through the znail ar other delivezy system, the sealed envelope shaIl be enclosed in a separate env�lope with the notat�on "BID ENCLOSED" on the fac� of it. ].4. Wifhdra�vval of Bids 14.1. Bids addressed to the Purchasing Manager azad filed witf� the Purchasing Office may be withdrawn prior to the time set for bid opening. A request for withdrawal must be made in writing and deliverad to the Purchasing Off'ice to receive a time stamp prior to the opening of Bids. A timeIy withdlrawn bid will be returned to the Biddar or, if the request is within one h�ur o�bid opening, wi{� nat be read aloud anci will thereaf[e.r �r r.eturned iinopenr:d. 14.2. In the e�ent any Bid for which a withdrawai request has been timel,y filed has b��r, inadvertentiy bpened, saad lF3ic� a�d any record thereaf will subsec�l�entl�y� he m�rk�ci "WitE�dr�awn" �;x;� wili b�. Kiv�n nu furitiar. eonsideration io� tl��: awarc�� ot eanira�c;. 15. Opening of Bids Bids will be op�ned and reactl aloucl puhlirl}�. Ar� abstrae.t �f th� �mh�snts o�tlxr base Ssd�� and flkiza.D� 3��3'R3l��i �f� t'1T11�`} W1�� i� II1RL�ic availablc' IO L31�C�0iS 3{�isf �1C t��GE1.ITi� 0� ��I.iia� lll�, F��:�� tu Remain tinhjec� i�i �cceptauce A.IC Bzds wk�l remain su�j�c.t icM accepia��ce far a minirnum oi 90 days or t�e time perioc� speci�ie�1 Fc�c iv'z�t�c;z of r'�;ukr�i �,� �i executir�n a�d d�liv�ry oi a compCctc i��ree�rieni �y� �uccessrui ;�iader, i:ii� may, at t�i�y's �c;l� discretian, reiease �;�� id and null ity t��, tsie] security prtc,k tcF tha� dat�. I�. �y:4�aluaiic�,� c�� Rids and Award of Co�tract 17_ 1, �it,y res�rv�; the right ta reject any or all Bids, inciuding witliout iilni�at;a�� i.� r�� t� tn reaec[ any ar a�l nonaa�fr�rmin�, nonresponsi�c, ��nbalane�d ae conditionaa �ids a.r►c{ to re}e�t #lle Rid o� :�� Sidder it� City believes that it would not be in tiie �� interest of the Project io ma1s.� aa� avvaxd ta that Bzdder. City reser�es the righi to vwaive infarmaliiies noi i.nvol�rin� pric;e. contract �im�e e;r changes in the Work and awe�� a c�ntract ta su��h Bidcies_ Ui:��:reT�attci�: F,�t�'v'Gat� the mu�tiplication of units of 1�t�or�: anr� uiFsi ��'ic��, ��ii he r�so6��er] i:� Fdv�.�' n�' ¢P�� uni! �arices. Discrepanczes hetween tlic ICldl4al.�'�I tiLl�i1 ill �� calutnr; of tigu.:':.s and tite cot�recY sum thereaf wi11 oe r.esoive� �n favnr �t�tlir: c{Trreci �ut�ti. D'tscrepa��_ies oeiv�reer� worsis azad �gures will ur. resolve� �n favnr ot rn�: w��;�u;�. CI'�'X OF FORT V�QRTri Jnterser-tion impm�ements at Bonds Ranch Road & FM 156 STANDARJ7 CONSTR[7(;TI�N 3AEC1F�Ca�i�� 170CiJME:ivi �'PN 1�1009-2 ltevised/Updated Novetnber'l, 2u2 I 00 21 3 3 INSTRLFCT�QNS TO BIDDERS Page 9 of 10 17.1.1. Any or aIl bids wi11 be rejected if City has reason to believe that collusion exists among the Bidflers, Biddar is an interested party to any lttigatinn against City, City or Bidder may have a clairn against Y.he oiher or be engaged in litigatian, Bidder is in arrears on any existing cantract or has defaulted an aprevious contract, Bidder has pez'fonned a priar contraet.in an unsatisfactory ma_nner, or Bidder has uncoinpleted work which in the judgment ofthe City will preven# or hinder the prompt comple#ion af additional vwQrk if awarded. 17.2. In addition to Bidder's relevant prequalification requirennents, City may consider the qualiiications and experience of Sub.contractors, Suppliez's, and o�her persons and organizations proposed %r those poz�ians af the Work vvhere the identity of such 5ubcont�'actors, Suppliers, and ofhar persons and organi�ations must be submitted as provided in tla� Contract Documents ar upan the request of the City. City alsq may consider the aperafing costs, ma.intenance xequirements, performance data and guarantees of major iterris of matarials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Noiice of Award. 17.3. City inay conduct such investigations as City deems necessary to assist in the evaluation of any Bid and to establish the r�spoX�sibility, quali�cations, and f nancial abiiity of Bidders, proposed Subcontractors, Suppliers at�d other pez'sons and organizat�o�as to perf'arm and furnish the Work in accordance with the Contract Documants to City's satisfaction within fhe prescribed time. 17.4, Cantractor shall perform with his own organizat�on, work of a value nat Iess than 35% of the val�e etnbraced on the Contract, unless otherwise appro�ed by the City. 17.5. If the Contract is to be awarded, it will be awarded to lawes� responsible and responsive Bidder whose evaluation by City indicates that the avvard will be in t1�e best interests of the Ci#y. i7:&. Pursuant to Texas Gov�rnment Coda Chapter 2252.00I, the City will not award confixact to a No:nt'esident Bidder unless the Nonresident I3idder's bid is lower than fhe lowest bid submitted by a responsible Texas Bidder by the same amount that a Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a comparable contract in the state in which the nonresident's principal place of business is located. 17.7. A con4ract is not awarded until fonnal City Council autharization. If the Cantract is to be awarded, City will award th�: Contract �ithin 9D days aftex Y�e day o�the Bid opening unless e�ended in writing. No oth�r act af City ar others will constitute acc�ptance oF a Bid. Upon the contract award, a Notice of Award will be issued by the Cify. 17.7. J.. Tlte contractor is required to fill out and sign the Certifica�e af Interested Parties Farm 1�9� and th� form must be submitted to the Project Manager before the contract will be presented to the City Council, The form can be obtained at httns:/Iwww.ethics.state.tz.usldaialforms/129�/1295.pdf i7.8. Failure or refusal to comply with the requirements rnay result in rejection of Bid. 18. Signing of Agreerrze�t � CTTY pF FORT WnRTH Intersection Improvements at Bonds Ranch ltoad & FM 156 STANDA.liD CQNSTRUCTIpN S1�ECIFICATIDN Ddi:i.JMEN`T CPN ] 0 f'009-2 iie�isedlCTpdated November �,, 202I 00 21 13 INS'iRUC'I'lQNS TO BT1717ER5 Page 10 of 10 18.1.. When City issues a Notice of Award to the Successf�l Bidder, it will be accompanied by the required number of tznsigx�ed counterparts of ihe Project Manual. Within 14 days fhereafier, Contractor shall sign and deliver the required nuinber of coux�terparis o�the Project Manual to Ciiy with the required Bonds, Certificatas af Insurance, and all other required docurn:entat�on. 18.2. City s�.all thereafter deliver one �ulJy signed counterpartto CantractQr. END OF SECTIDN CTFY OF FORT WOR'1'FI Interseetion Improven�en�s a# Bpnds Raneh Road & FM 155 STAI+IDAA17 CONSTRi7CTI0N SP�CTF'TCATfON DOCU11�i�1�]T CPN 101a09-2 Iteviseci/[Jpdated Novemher 2, 2021 - 00 35 33 - 1 COI�FFLiCT OF IN'I'�REST AF'�1DAVIT Pagc 1 of 1 SECTION 00 3S 13 CONFLICT OF 1NTEREST AFFIDAVIT Each bidder, offeror or resp.ondent (hereinafter referred to as "You") ta a City of Fort Woxt� procurement may be required to c.ompleie a Conflict of int�r�st Questionnaire (�he attached CIQ Form) andlor a Local Go�ernment Officer Canflicts Disclaswre Statement (the attached CTS Farm) pursuant to state �aw. You are urged ta cQns�lt with counsel regarding the appHcability of these farms ta your eompany. The r�ferenced forms may be dowr�loaded €rom t�e links provided below. ., a..�, 'F ❑CIQ �'arm does not apply ��- --.,, X�CIQ �'or►n is o�a £'ila with City Secretary �CIQ �orm is bein;g provided to the City �ecratary X�CIQ Form does not apply ❑CIS �orm is an File with City Secretary �CIS Fort�� is being provided to the City �ecretary BIDDER: Texas Matarials Graup, dba Texas �it Company �20 Decker Dr, Suite 200 Address Irving, Texas 75062 CityfState/Zip By; Ronald D. 5tin�on, Jr. (Please Print} , , ""� � � Signatur � �-'� 4 T�tle: Estimating Manager (Please P�ntj END OF SECTION CITY OF FORT WDR1ii TntersecYion Improvements et Bonds Rane11 Raad & FM 156 STANDARD CO�T3TRUC'CION SPECiFICATION DOCL]MEN'FS CPN 141009-2 Revised August21,2018 60 41 OQ 61� FORM Page 1 of 3 S�C I lOi� OQ 49 D� Blb FORM TO: The Purchasing Manager cla: The Purchasing DiWision 200 Texas Street City of Fort Worth, Texas 761Q2 FOR: Intersection Impravements at Bonds Ranch Raad & FM 156 City Project No.: 1A1009-2 llnitslSections: Unit I- Pa�ing and Signal 1. Enter Into Agreement 7he undersigned Bidder proposes ar�d agrees, if this Bid is accepted, to enter inta an Agreernent uuith Clty in the farm included in the Bidding �ocuments to perForm and furnish all Work as specified or indicated in the Contract Documents far the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditians of the Contract Da�umer�ts. 2. BIDDEI2 Acknowlsdgements antf Certifaatian 2.4. ln submi#ting this Bid, Bidder accepts �il of the terms and conditions af the INVI7ATiON TO BlDDERS and INSTRlJCT10lVS TD BIDDERS, including without limitation fhase dealing witi� th� disposition of Bid Bond. 2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and wiU pravide a valid insurance certificate meeting all requireme�tts within 'i4 d.ays of r�otification of award. 2.3, Sidder certifles that this Sid is genuine and nat made in the interesi of ar on behaff af any undisclosed individual or entity and is not submi�ted in conformity with any collusive agre�ment of rul�s of any group, association, organizatipn, or corporation. 2.4. Bldder has not directly or indirectly induced or s.olieited any other Bidder ta submlt a false or sharn Sid. 2.5. Bidder has nat solic�ted or induced any indi�idual or entity to refrain firom bidding. 2.6. Bidder has not engaged in corrupt, fr�udulent, collusive, or coercive practices in competing for the Cantract. For the purposes af this Paragraph: a. "corrupt practice" means the offering, giving, receiving, or snliciting of any thing of value iikely to influer►ce the aciion of a pUblic o#Ficial in the bidding prooess. b. "fraudulent practice" means an �ntentianai misrepresentation of facts made (a) to infl►�ence the bidd9ng process to the detriment af City {b) to esiablish Bid prices at art�ficial non-competitive Ievels, or (c} to depri�e Ci#y of the benefits of free� and apen competition, c. "collusive practice" m�ans a scheme or arrangemen4 be#�nreen finro or more Bidders, with or without the knowledge of City, a purpose of whic� is to establish Bid prices at artifiCial, npn-comp�titive le�els. d. °caercive practice" means harming or threatening io harm, direc#ly or indirectly, persons or fheir property to influence ti�eir participation in the bidding process or affect the execution of tha Contract. CIN Of FORT WORTH STANDAR� CONSTRUCTION SPECIFICATION aOCUMENT5 Form Revised Merch 6, 2020 00 41 00 Bid Proposal Workbook_CpN 901 DOB-2_A47DENDUM-N43 00 41 00 BIA FORM Page 2 of 3 3. l�requalification The Bidder acknnwledges that the foll�wing wor� types must ba performed only by prec}ualified cantraciars and subcontraciors: a. Asphalt Par+ing Construction/Reconstruction (LES�a THAN 15,060 square yards) b. Roadway and Pedestrian Lighting �. Time of Completion 4.1. The Work wi11 he Complete far Final Acceptance within 300 days after the date when the the Contract Time commences to run as pro��ded in Paragrap� 2.03 of th� Genera! Conditians. �.2. B9dder accepts the provisions of the Agreement as to liqu�dated damages in the event of failure to complete �he Work {andlor achie�ement of Milestones} within the times specified in the Agreement. �a. .�ttached to this �id The following documer�ts are attached ta and made a part of this Bid: a. Thfs Bic! Farm, Sectian OD 4� 00 b. Re�uired Bid Bond, Sectian Oa 43 13 issued by a surety meeting the requirements af F'aragraph 5.01 0# the Genaral Canditlons. c. Propasal Form, Section 00 42 43 d. Vendor Compliance to State L�w Non Resident Bidder, Sectian 00 43 37 e. MWB� Forms (Qptionai at time af bid) f. Prequalification Siatement, Secfion 00 45 12 g. Canflict afi Interesk Statement, Sectian �0 3513 *if necessary, CIQ or ClS forms are to be provided directly to Ci#y Secretary h. A�y additional documents that may be required by Section 12 of the Instructions to Bidders 6. 'fotal Bid Amount 6,1. Sidder will complete the IIVor� in accardance witM the Contract Ciacumenks for tha follo�nring b9d amount. In the space provided beEow, please enter the fatal bid amount for this project. Only this figure will be read pubficly by tha City at the bid opening. 62. It is understood and agreed by the Bidder in signing ihis proposal that the total bid amount entered below is sub�ect #a verificatian andlar madification by muitiplying the unifi bid prices fnr each pay item by the respective estirr�ated quanti#ies shown ir� this propasai and then totaling all of the extended amounts. 'Tatal Bld $1,180,676.20 cirY o� FORr woa7H STANDARD CONSTRl1CTI0N SPECIFICATION DOCi1MEN7S Form Revised Merch 8, 2fl20 UO 49 4Q Bid Proposal Workbook CpN 1�1D08-2 A�DENI]UM-NO-3 0 00 41 40 BID FORIUI Pags 3 of 3 'P. Bid �ubmittal This Bi� is submitted on Tf�ursday, July 22, 2021 by the entity named belaw. Respeciful�y submiite By:L��l%# � . (Signatur anald D S#inson r (Printed Name) Title: EstimatlRg Manager ComPany: Texas Materials Group, dba: T"exas g�t Address: 42d Decker pr Irving, Texas 75062 State of {ncorporatiorr Deleware Email: � Phor�e: 817-538-1635 �fdD C�F S�CTIAN CI7Y OF FORT WORTH STANDARb CONSTRUCTION SP�.CIFICA7ION AOGUMENTS Fnrm Revised March 9, 2020 Corporate Seal: -.` V ' ' ' •'`i}#; ``; i ;; : ' ;r �.�;',:,f�'C .. 'i .,`�\ ' ' .( : , l� � _ f..y, l✓�� ( f `.6�, ;j r"" � j:,-� •- �i . L;�� ;. ( � ��-, , ` ^�,� ,` �/ �� '1 �` �� j� r'�' r�„ in;,� ri '/ ' ' ,t�/, ;�y�i i�,ti�� . , ,i �.•'•" 00 41 00 Bid Propasaf Workhook_CPN 141068-2 ADQENOUM-Nd-3 00 42 43 BI� P80POSAI. Pago 2 af 2 SECT{ON 00 42 43 PROP05ALFDRM �l�lli IP�IC� �I� �id��'� �pp[i�ation EPfD OK SECTIQN �� o � oR� sur� �oo 14�NN,IQ,, TE��-g �� C1TY OP FORT WORTH STANpARA CONSTRUCTION SP6CfF1CA'7'10N BOCllMp,[�7'S Fomt Revised 20120120 00 4100 Bid Propasal Wml�bopk CPA' IO Itl04-2_AD➢8NB17lrf•N0�3 � �./�P1� � � � - - --- _ � � � 00 92 43 � � BI� PROPOSAL Page 1 of 2 •--..-' .—_._ _�.�� SECTION 00 4243 ' - - � - - PRDPOSAL FORiUI CITY OF FQBT WORTH STA4IDAR� EONS'IRl3CT[ON SPECIFiCAT10N i76CUMENTS FmEtE Rcvimod 20I20126 00 al 90 Bid Prqfosal Wo�kboak CPt. L01909•2_ADOfiNDUM-NO-3 URIIT ��I�E �I� Bi�d�r's r4p�li�a�tian RO 43 73 61D BON� Page 7 of 2 ��u� �� v ��o�� s��r�; ��iEgB� 0� �3 �3 Bi� ea�n Thatvue, TEXAS MATERIALS GRQUP , INC o , Icnown as "BicEder" herein and Libe�.'�y Mtttual� Ix1s o CO o a corporate sureiy duly auihorized to do business in the Stafe of Texas, icnovvn as "5urety" h�rein,-are �held and firmly t�ound unto the City af Forf Worth, a municipal corporation created pursuant to the laws of Texas, known as "City" heeeir�, in the penal sum af five �re�c�s�4 d5%) off �B�cB�p's eva��imure� hid p�eic�, in lawful money of the United States, 4o be paid i� Fort Wotth, Tarranf County, "fexas for fhe payment of which sum �veli and truly fo be made, wre bind ourselves, our heirs, executors, administrators, successors and assigrts, jaintly and severally, firmly by these presents. W�IEF3�.4�, the Principa! has submifted a bid or proposal #o p�rForm Work for fhe fallowing project � designated as Iniersection Improvemenis at Bands Ranch Road St FM 156 �1�4�J, �H�I��'OIiE, the cond9tion of this obligafian fs such fhat if the Gity shall award the Confract for the foregaing project to the Principal, and the Principal shall satisfy all rec�uiraments and cnnditions required for the execution of the Cvnfracf and shalE enter info the Contract in �rriting with fhe C�ty in accordance with fhe te:ms of such same, then this obligativn shall be and become null and void. If, however, the Principal fails to execute such Co�tract in accordance with the terms of same or faiEs to satisfy all requirements xnd condi#ions required for the execufion of the Con4raef, this hond sha�[ becorr�e fhe property of the Cify, withouf recourse of the Principal andlor Surety, nat fo exceed the penaify hereof, and shall he used to corr�pensate City for the di�ference befween Principal's total bid amount and the next selected i�idder's total bid amount. I'I�AVID�C] �U�'�@�ER, that if any legal acfion be filed on fhis Bond, venue shall fie in �arrant County, Texas or the United States Distrlct Court for the �arthern District of Texas, Fort Worth Divisian. IN 1#V11'fN�S� WFIE&��0�, the principal and the Surety have SiGN�A and SEALED this insfrument by duly aufhorized ag�nts and officers on this 4he I 2 th day of �7u�.y , 20� 21 0 pF21NCIPAL: TEXAS 1IATERIALS GROUPa INCe n/j �,r� A`ITEST: - . ,r' Witness as t.a �rincipal � f , cirr o� �oar wn�rH SFA�7�ARD CONSTRUCTION SPECIFICATION DOCUMEI�lTS Form Revised 2Df71109 r .�BY: f �� , . - --- ss..�. ;�:,��— ` 5ignature Ron Stinson., Es�Cimating Man�:�er Name and Title � 00 41 00 OU A3 13 00 A2 43 00 q3 37_00 95 i2_DD 3513_Bid Praposal Wprkbnok.xls Oti 43 13 AIR 80ND Page 2 nf 2 Address.: 420 Decke� D�o �.StPo 2_00 T rz�i .-�g,.�._ TX %, (] �i � SURETY: Li�ert�.. Muival I7r�.s o Co . L�'� SigPiature Pa��.ci.a L o McCa119 At�t �, r�Fact I�arne and TitEe ' '' 1 �- �- 1 ii .� . �r, Witness as to S�Irdty Te�ep�one Number: (2�4 ) 741—�531. X85718 Attach Po.wer of Af4ornep (Surety) for Aitarney-in-�act *NoEe: If signed by an officer o# �he Surety Company, there must be on file a certified extract from the by laws showfng ihat ihis persan has authority to s�gn such obligation. ifi Sure�y's physical address is dlfferent from its maili�g address, both must 1�e provided. The date of the bond shall not b� prior to the daie the Contract is awarded. END OF SECT'IQN CI1Y oF FORT WORTH STAN�AR� GONSTRUCTION SPECIFICATID3� �OGUMENTS Form {2avlsed 201771D9 00 41 06 00 43 93_0� 42 A3 40 43 37_�0 45 72_00 35 13_Bld Proposal Wnrkpaak.�s � r_ , � ';k�� 1. �� !�'.�"��Fi �� 4 �� C!'�kYbS�XP �L� ��i1' This P�ower of Af�orney litr�its tlie acts of 4liose iti�med herein, and ti�ey have na au4hority fn bind Fhe Company except in the manner and 4o ihe e;�f�r�t hareli� sfat�d. Liberky Mutual Insurance Company The Ohia Casual#y Insurance Company West Arnerican lnsurance Gompany C'0'��IE�? +�i#� :��f�0.�,,��_� On this 2nd day of� April , 2021 hefore me persanally appeared �avid M. Carey, wha acicnowlc�dged himself #o be fhe Assistant Secrefary o( Libarly Mutr�al Insurance o Company, The Ohio Casually Company, and West American Insurance Company, and that he, as such, bsing aulhorized so ka da, execute �he foregning instrument (or the purposes —� therein contair�ed by signing on behalf of the corporafions hy himself as a duly authorized oiFlcec c`°i u.l �tiV�INN AL4� PERSoi�� Y THEs� p�Es�NTs; That The Ohiv Casualt;+ Insur�nce Cnmpany is a corgor��ion �lul;r arc�anized under the lau�s �t the State of [�ew Hampshire, #h�t Liberiy Mutual Insurance Company is a carporation duiy orgar�ized under fhe lawrs af the State of Massachusetts, antl Wes! American Insurance Com�any is a oorporation duly organized under the laws oEt�e 51ate of Indiana (herein co-llectively called the "Companies"), pursuant ta and by autharity Berein sef (orih, does hereby name, constitute and appaint> Patricia L. McCall ail of the city of Irvin� state of T�L each mdividually if fhere be more than ane named, its true and lawful atiomey-in-iaet to maRe, execute, seal, acfcnowledge and deliver, for and on its hehalf as surety and as iG5 act and tleed, any and a1� bid bonds on behalf oi Texas Materials Grou , Inc, , an.d Ehe execut�on of such bid bon s, in pursuar�ce oflhese presents, sha I be as binding upon ihe Gompany as if thay h e�n duly signed by i e president and atfestad hy the secretary of the Campany in their awn proper persons. IiV V4fITNESS WHEREOF, ihis Power of Attorney has heen subscribed 6y an authorized afficer nr o�aal af the Companies and the corparate seals v(!�e Companies haue bean affixed thareto fhis 2nd day of ApriI , 2021 . Liberty Mutual lnsurance Campany P� 1NsURq PyKY 1Nsp �►WsbR� The dhio.Casualry Insurance Cor�pany J oR°ORar '�p y`� ORP��qT�y �u�' �oRPO�a> '�p Wesl American Insurance Company � � a'` Ro m ee' �' `�o n 4 2 % tn s6 19� � a o'��'�9 � � 1g9� o � � � � � � �,��`�4cHus a �o2��,A�Pg'��a �S �NoinN�' a ` c � d * �� *� �� r� �� * r� �y. bavid M. Caray, Assislant Secrefary � Slaie of PENNSYLVANIA Caunty of MONTGON+ERY ss w� 4 � a� � N � � _�o �'� o� Qj O O � C � rnN ro� m �� . IN NlITN�5S YUHEREOF, I have hereunto subseribed my name and affixad my notarial seal at King of Prussia, Pennsylvania, on the day and year first ahove writien. ,��,,c�,' � `Sl'-��-F�ST CAmmanwealfhalPennSylvania-Nota Seal f�. §Rahivr�o.,' ry � �j�e-' `RC, Teresa Pastelle, Holary Pu6llc ; F" f � �� Monigomery CaunSy My cammisslon expires March 28, 2025 ��- 't�. 5 Cammfsslon number i126Q44 �. ��'3Y4�1��.c: :. Memqer, Pennaylvania Asspdatlpn of NpieFles `' �`��.� Certi€cateNo: o2Q577�P-9�0'iB2 � / i eresa Paslalla, Nofary Public This Pou�er of Atlorney is made and executed pursuant io and by autharity af the following Bylaws and Authorizations of The Dhia Casually Insurance Campany, Lihe�ty Mufual lnsurance Company, and West American Insurance Company which resolulions ate now in fuil fQrce and effect reading as follows: ARTICLE IV— OFFICERS: Section 12. Power of Attvrney. Rny officer or olher official of the Corporaiion authorized for t�at purpose in wriGng by the Chairman or ihe Presideni, and subject ta such limlfation as Ihe Chairman or fhe President may prescriha, shall appoint suoh attorneys-in-fact, as may ba necessary lo act In behalf of Ihe Carppration to make, execute, ssal, acknawledge and deliver as sureiy any and all undartaltings, bonds, recngnizances and other surety obligations. Sueh attorneys-in-fact, suhject to the limitations set torfh i� fheir respeefive powe�s of attvmey, shall nave ful{ power to bind the Corporation by their signature and execufion of any such instruments and lo atiach Ihereto ihe seal of the Corporation. When so executed, such instruments shafl be as binding as i( signed by the President and attesled to by the Secretary. Any po+xer or auihority granfed to any representafive or attorney-in-(act under ihe provisions of I�is article may be revalted at any 6ms by the Board, lhe Chalrman, the Presidenl or by the oKcer or officers granting such power ar auihority. ARTICL� X{II — Executivn o# Contracls: Section 5. Surety Bonds and Underlakings. Any offioer of Ihe Company authorize4 (or that purpase in wriiing by the cltairman or Ihe president, and subject to such �imitations as the chairman or the pres9dent may prescribe, shall appoint such aitameys-irnfaci, as may be necessary lo act in behalf of the Campany to make, execute, seal, aclsnowledge and deliver as sursly any and all undertakings, bon�s, racognizances and other sureiy obligativns. Such aftomeys•in-fact subjeci lo tha limitalions set farth in their respective powers of atforney, she11 haue full powerlo 6ind Iha Campany by their signature and execution of any such inslruments and to aEtach fhereto the seal of Ihe Campany. When so execufed such instrumenis sE�all be as 6inding as if signed hy the president and attesled by i�e secretary, Certificafe of UesignalEon — The Presidenl of the Company, acting pursuant to Hne 8ylaws of Ihe Comparty, authvrizes pavid M. Carey, Assis#ant Secretary to appolnt such sftomeys-in- (act as may be necessary to act on behaH of fhe Cvmpany lo malce, execale, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other suraty obligations. Authorizatfon — By unanimous consent qf Ihe Company's 8vard oi Directors, t�e Company oonsenEs lhai fecsimile pr mechanicaily reproduced signaiare of any assisfan! secretary of the Company, wherever appe.�ring upon a certified copy of any power of attorney issued by the Company in cnnnecNon with sureiy bonds, shall be velid and hinding upon the Company wilh iha. same force and effact as t�augh manually a�xed. I, Renee C. Llewellyn, the undersigned, Assistanf Secretary, The Ohio Casualty Insursnce Company, Liberly Mutual lnsurance Company, and UVest American Insurance Company do hereby certiiy that ttte original power of atiomey of which H�e focegoing ls a fu[I, lrue and correct copy of the Power o( Attorney executed by said Companies, is in full force and affeei and has not been revolced. IN TES7IMONY WHEREOF, I have hereunto set my hand and affixed ihe seals of said Gompanies 1hi5 12th day af duly , 2021 . �, INSU tV fNSV a INsb1p ��P�oxror��hn yJ�oRao'�r'QQ,y uP oarartqrq?r �_ `�o rn Q.' Fo c� � 3` $o ncr � '#�'t2 � a'i9'�9 � � 1991 Q � s w o g �� S9�n�$�� a y° �h.ames�da'� �rs �Nn,nwp ,y a� y� ��ee C. Llewepyn, Assistanf 5e.cretary �r� * �,� �y� * �,� �'M * h� 0 o i„� a� O � � � o ro �o �o �rn � C o� �� a �r � Y� �� _ M C � 00 U � o C° —� LMS-i2890 LMIC OCIC WAIC.Multf Co Bid 9ond 62l21 00 43 37 V�NtiOR COIUkPLIANCE TO STATE LAW Fage 15 of 17 S�CiiQM 00 43 37 VEN�OR COMPLiANCE TO STATE LAW NON RESID�NT BIDDER iexas Go�ernment Code Chapter 2252 was adopted for the award of cantracts to nonresident bidders. This !aw provides ihat, in order ta be awarded a contract as low bidder, nonresident bidders (out�of-state contractors whase corporate offices or prineipal place of business are outside ths State af Texas} bid projects for construction, improvements, supplies or seNices in Texas at an amount lower tt�an the lowest Texas resident bidder by the same amount #hat a Texas resident bidder would be required ta underbid a nonresident bidder in order to obtain a comparab�e cantrac# in the State wi�ich the nonresident's principal place of business is located. The apprapriate blanks in 5ection A must be filled out by all nonresident bidders in order for ynur bid to meet specificafions. The failure of nonresident bidders ta do so wil! autamaticalfy disquakify that bidder. Resident bidders musi check #h� box in Section B. A. Nonresident bidders in the State of `��:;r,�: �{� �.: ,�:'� ��!: , our principal place of business, are required to �e �., �;,. �. p�rcent kower than resident bidd�rs by State Law, A copy of the statu#e is attached. Nonresident bidders in the State of ti�t..-�i+.: �-i��.- rs� ��_•:��. , our principal place of business, are noi requ9red to underbid resi�ent bidders. B. The principal place of bus�ness af aur company or aur parent company ar majoriiy owner is in the State of Texas. �] �IDD�It: Texas Materials Group, dba Texas Bit 42A Dec�er Dr, Suite 2q0 Irving, Texas 75062 �y_ Ronald D. Stinson, Jr, "7 �� - �_! (Signature) �rr� o� s�cTroN Title: Estimating Manager Date: 4i122/2021 CiTY OF F4RT WORTH S7ANDARD CONSiRUCT[ON a�PEClFICATION DOCUMENTS Form Revlsed 2U110627 00 41 06 00 43 73 00 42 43 04 43 37 A4 45 i2_00 35 13_g;d Proposal Workbook.xls ooas�z-i PREQUALIFICATION S'1'ATEMEI�I'T Page 1 0£ 1 SECTION OU 4� 1� 2 3 4 5 6 7 8 9 1D 1l 12 13 14 15 i5 17 18 19 20 21 22 23 24 25 26 PREQUAL�ICATI�N STATEMENT Each Bidder for a City procurerr�ent is r�qu�red to complete the infornaation below by identi#'ying the pxequali�ied contractors andlor subcontractors whom they intend to utilize for tha rrzajoe work type(s} listed. Major Work Type CQntractorlSubcant�actor Canapan�r Prequaiification Name Ex iration Date Asphalt Paving Texas Materials Group, 12/01/2022 Canstructio�/Reconstruct'ron db� Tex�s Bit (LESS THAN 1 S,OQO s uare ards RQadway and Pedestrian Li htin Bean �lectrical, inc 03/29/2023 The undersigned hereby certifies that the contractors and/ar subcontractors described in the table above ar� currently prequalif ed for the work types listed. BIDDER: Texas Mat�rials Group, dba Texas Bit Campany 420 Decker Or, Suite 200 Address B�,. Ronald D. Stinso�, Jr. (1'leasa Print) � � Signa - � _ � - _ � Irving, Texas 75062 City/State/Zip Tit�e: Estimating Manager (Please Print) Date: Q7/2212D21 END OR SECTION CITY OF FORT WORTH Tnterseciion improve�nents aE Boncis Ranch Road & Tivl 156 STANDARD CON^s'I'T�UCT[ON SP�CIFICAT7dN Il(JCUIvIENTS CPI�€ 1Q1009-2 Revised July 1, 2011 00 45 2G - I E;ONTRACTQK COMPL�ANCE WiTi� WORKER'S CUMPFi�f5AT10N T.AW Pp�e 1 oE' 1 SECTI4N 40 45 26 CONTRACT�R COMPLTANC� WITH WORKER'S CQMPENSATION LAW 4 Pursuant �o Texas Labor Code Sectian 406.096(a), as ainended, Contractar certi�es tl�at it S pro�ides worker's cornpensakkon insurance cavacage for all of its em.ployees einployed on City 6 Project No. 101409-�, Contractor fu�•ther ce�-tifies that, pu1•suant to Texas Labor Code, Section 7 406.09b(b), as �n�ended, it will pro�ide to City its subcontcactor's certi�cates of compliance with 8 worker's compensation coverage, 9 10 CONT�LACT�R: li �z 13 I4 1S 16 17 �s t4 2q 21 zz 23 24 25 Texas Materials Group, dba i�xas �it Company �.�0 Decker Or, �uite �40 Add�'ess Irvir�g, i�xas ��06� Title; �stimating Manager CirylState/Lip {Piease Print) THE STATE O�' TEXAS COUNTY OF TARRANT � �y; Ronald �. �tinson, Jr. Please,'rint) f �/ �— Sign.atui� � 26 BEFORE ME, the undersigned autl�ority, nn this day persanally app�ared z7 Ronald 1�. Stlnson, Jr. , lctxpwn to me to be tl-�e p�rson whose name is 28 suUsa�•ibeci to the fo�•egoing instr�iment, and acknnwledged to me that he/she executed tl�e same as 29 the act and de�d of Texas Materials Graup, dba Texas Bit for the purposes and 3D consideration therein expressed anci ix� tt�c capacity therein stated. 31 32 33 3�4 35 36 37 38 39 �fl GNEN UNDER MY �IAND AND SEAL OF OFFICE tUis ��°'� day of �- ' � _ , 2[�:� -� ) � ..� , " � -' � �' � C � ' _ - . � � _. - "` ,�lr Natary Pub� +�f anci or the 5tate of Texas �. ENU OF SECTIOi� �o ,---- _ - �a�,^�; . ,; _ _ : � . _ �:a , * i _� • . �� MM:i - :_0 �I -' • � , �; � � " " -:01111f1. �li�t�4 t �'''� � • � P10� lf? 1'"a�°�� CITY OF f�ORT WOR�'H I��te.�rseclion Lngtave��ents at Bo��ds itanch Road & I�M 1 SG STAN[)AItD CONS1'RUCTION SI'CClP[CATION T3pCUM�NT5 CPN 1DlUQ9-2 Rcviscd Ju1y 1, 20l ! 1� l: 00454D-1 Business Equity Go�l Page I of 2 �►a SECTION q0 45 40 Business Equity Gaa1 3 APPLXCATION OF POLICY 4 Tf the total dollar val�e of the contract is $100,�Q0 or more, then a Business Equity goaI is applicable. 5 A Business Equity Firm refers to certifed Minor�ty-, andlor Women-, owned Susiness EnEerprises 6 (MlWBEs). 7 8 POLICY STATEMENT 9 It is the policy of the City of Fort Worth ta ensui'e the full and equitable participation of Business Equity IO Firms when appricable, in the procurem�nt of all gaods and services. All requirennents and regulations l 1 stated in the City's Business Equity Qrdinance No.25165-10-2021, (replacing Oz'dinance No. 24534-11- 12 202Q (codifed at: ht�ps:;�c,��3eLibra�v.aml.er�i.ca�ruuodesiftw��f. latestlttworth txr�-0-0-2�593 apply ta 13 this bid. 14 15 BUSINESS EQUITY PROJECT GOAL 16 The City's Bt�siness Equity goal an this prflject is 11% of fhe total bid value af the contxact (Base bid 17 applies to Parks and Commun.ity Services). 18 19 METHODS TO COMPLY WITH THE GOAL 20 On City contrac�s where a Business Equity Goal is applied, nffez'ors are required to comply with the Ci#y's 21 Business Equity Ordinance by �neeting or exceeding the above s�ated goal or otheruvise comply �ith the 22 ordinance tk�roug� one of the following methods: 1, CommerciallY' aseful ser+rices �erfarmed by a 23 Business Equity primc contractor, 2. Business Equity subcoatracting participaii�:�, 3. Cam�ination 2� oF Business Equity prime servises aQd Business Ec�uity suh.contractin� participatiun, �1. Business ZS Equity �aint VenturelMentar-Protege partieipation, �. Good �aith Effort docume�ta�io�, ar 6. ci� Prime eont�'act+�r �SIVNs' �DCR�P.�iaiYuLt. i� �� Si7BMITTAL OF REQUiRED DOCiJMI;1V'1.'A'1'lUN 23 Applicable docuir�ente (listed helow? musfi he received hy the Purchasing; Divisic�n, ui� the offe.ro�' shaLi 3U EMAIIs the Business Equity documentat��r icr tF�� assigiir-d i:ii� af #�or� �tv'nrri� Projac� Nl�nag;er or 31 Department Designee. Documents are to be received �� iater t�an z:iiil �.��., u,u tuc t�ird t;i�� 3'w husines, day after the� bid apenin� da�e? ��clusi�ve ot the bid op�ening da[e. i:3 34 35 3� ;}7 :i�t �� 4(1 c, j 4?, The Offeror must submit one �r mox� of the follor�°itt� documents ; 1. Utilization Form and Letter[s) o� inteni, ii ii�e �t�ttl i:: i�y�� or exceecied; 2. Good Faith Effart Fo�rn and Utilization Form, includin� suppoz�ing tic�c�artzentatior�, ii paa�ticipation is less than stated goal, or no Business Equiiy participatic�n is aecnmplisn��.; �_ Pr�me Cou#rafii�i� Waiver Form, including supporting d.ocumentation, if the Offerox wili perform ai! subcontractinglsuppiier oppor�uni�i�s; :�r �� _ Joint VenturelMentor-�'rntege Form, if gaa� is met or exceeci�ck t�Fith a Toint V�nture or Mentui- F'rote�e partici�atio�t, a3 These forms can be �opnd at; 4�� Business Ec�uity Utilization Form and Letter ot h:�Teni 45 https:l/apps.fnrtwerrtht� _ _��v�ProiectResources:ResourcesY/ov'i��kil- 46 �'1o20MWBE/NEWoi "}Y ,.,_�:ss%ZU�ctuity�/o2.uUrdinance/tiusiness�/ �u� ui �iozUi.iriiization°iolur�r;�. 47 �[��` _ 48 49 Lettar of Intent C1TY OF FOR'i' WORTH Interseciion Tmgrovements at Honds 12anch 12oad & Flui STANDARD CONSTRI7CTTON SPECIFICATION DOGIJMET"I �'� ] S6 GPN 1O1p09-2 Reuised �ctoher 77. tliz � 00 4S 40 - 2 Bussness Equity Goal Page 2 of2 https:l/a�ps.fortworthtexas. ag v/ProjectResources�ResaurcesP/60 - MWBE/NEW Business Equitv Ordinance/Letter of Intent-2021.pdf 4 Business Eqtiity �ood Paith Effart Form 5 https;//a�ps.fortwnrthtexas�ov/Aro',�ectResources. ResourcesPlbO%20- 6 %20MWBE�NEW°/a20Business%2QE ui %200rdinance/Business°1o20E uit %20Good%20Faith%2�Ef 7 fort°/a20Form.�df 8 9 Business Equity Prirne Contractor Waaver Form I 0 http�;//a�ps.fortwortlitexas.gov/ProaectResources. ResourcesP/60°/n20- ll './n20MW$E/NEW%20Btssiness%20Equitv%20Urdinance/Business%20Equitv%20Prime%20Contrac#or 12 %2UWai�er;pdf 13 14 15 16 ]7 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 B�siness Equity Joint Venture Farm ht�ps://ap s.p fnrtworthtexa.�,��vlProjectResourceslResourcesP/60%20- `/e2nM��3F�F W%2UBusiness%20Equity°fa200rdinaneeBusiness°/v2QEqui#v%20Join�%20Venture.pdf RAILURE TO ACHIEVE THE GOAL OR QTHERWISE COMPLY V4�ITH 'J'H� ORIDNINACE WILL R�SULT IN TH� �IDD�R/OFk'�ROR B�ING D�CLARED NON-RESONSIVE AND THE BID REJECTED. �'AILTTRE TO SUBMIT TH� REOUIRED BUSINE5S EOUTY D�CUMENTATION �R OTAERWIS� COMPLY'4?VITH THE ORDINANC� WTLL RESULT IN TH� ��D B�l:NG DECLARED NON- RESPONSIV�+, THE SID REJECTED AND MAY SUSJECT THE BIDDER/OFFEROR TO SANCTIONS AS DESCRIBED IN SEC. 20-373 OF THE ORDINANCE. For Questions, Please Contact The Busine�s Equity Division of the Departmenfi oi D'[�ersity and Inclusion at (S1�} 392-�6�4. i_ .��►11I��9�La�=C�?►1 CITY OF FORT WORTH Intersectinn Improvemenis at Sonds Ranch Road & FM STANTJARD CONSTRUCTION SFECIFICATION DOCUMENTS 15b CPN 141009-2 Revised O.ctn6er 27, 2021 oaszas- � Agreement Page 1 of 6 �EC�'TON 00 5� 43 AGREEMENT THIS AGREEMENT, authorized on October 12, 2021 is made by and between the City of FQrt Worth, a Texas home rule municipality, acting hy and through its duly authorized City Manager, ("City"), and Texas Materials Group, Inc., Inc. dba Texas Bit, authorized to do business in Texas, acting by and through iis duly autho:rized representative, ("Contractor"). City and ConY.ractor may jointly be referrefl tn as Parties. C�ty at�d Contractor, in cansideration o.f the mutual covenants hereinafter set forth, agree as follows: Article 1. WORK Contractor shall cam�lete all Work as specified or indicaied in the Cont�'act Dacuments for the Project identi%ed herein. Article �. PROJECT Tha project far which the Work uxzder the Contract Documents may he ihe whole or only a part is generally described as follows: Inter�ection Im ravements on Bonds Ranch Road at Farm to Market Raad 1S6 City Project Number:101009-2 Article 3. CONTRACT PRICE City agrees to pay Contractar for performance of the Work in accordanc� with the Cont�act Dacuments an amaunt, in current funds, of One Million, Q.ne Hundred Ei�hty Thousand Six Hundred Seventy-Six an� 20/100 Dollar� �$1 180Z6'16.?_��_ Contxact price mav be adju�tec:i �y ctiangr �rciers dufy authortc�:cl i�� t.hc F'rir�te:a, Article 4. CONTRACT T�Nii. �.I Final AccPpfance. The Work shall b� �omplet� for Finai �cuc��tance withir� 34� d�ys atte.r the dat� when thr �[3IILT1Ct 1'1rjG uuluiuciiC:eS l'(1 iuii, as provided in Piila��'8.�J1! Z.(�� i?� [Fl�: Lr2iaCiu� �(�fiC111i�iifF, ptu�. any eYtensiota tbere�� al�nv�+ed in accor�anc�� wii�1 Article: I2 nf r'tie Gener�i �OIILti �i� ^5, a+_� Z.iC(111�.iCdl �8.11"13�C5 Cantractor recognizes that time is of ihe essenc� far co�npleti�ia nf Milestones, if any, an� to achieve Final Acceptance of the Wnrk and City and the public will su�er �rc,ui i�:,s� o�- use if t��a Wark is not completed wi�hin the time(s) �pecifed in Paragraph �.�. above. Th� ConYraetor also recognizes the delays, expense and diff'iculties involvad in praving ir� � legal proceeding, the actual loss su�ered by the City if the Work is not completc=c; ar� tirr�e. Accardingl;x, instead� of requirin£� anyf such proof, C�n�ractor ag,rees thaz as liquidated damages far �ePay (h�ax noi as � penaliy3, Contractnr si�ai6 pd,y Ciiy (irt�� Thousancl `i�wo Hundrect Fi1'� �ollar;� ($1,�5�.UU} rut eac.'ti d�y ti�a� �x.,piTex at1ef tli� simc specafied ii7 Fara�'ap.i� y�. i for F'inal Accept.ance untii tiie Lity issues i�e Fin�l Leiie.� r�ffi�ce�Eanc�. C1TY OF FORT WOIiT'H Intersaction ir-�provements at Bond� Ranch Ftoad & FM 1S6 STANDARI7 C.ON.'`.TRUCTI[3N SPECiFICAT3(3N T][�t'[]IvIEN'I`5 ['.PT�I 101009-2 Revised 9/0I/2D21 � 005243-2 Agreement Page 2 of 5 Article 5. CONTRACT DOCUMENTS S.1 CONTENTS.: A. The Contract Docurnents uvhich comprise the entire agreement between City ar�d Contractor concerning the Wark cansist of the following: 1. This Agreement. 2. Attachznents to this Agreement: a. Bid Form 1} Proposal Form 2) Vendor Compliance to S#ate Law Non-R�sident Bidder 3) �requalafication Stateznent 4) State az�.d �'ed�ral documents (project s�pee�c) b. Current Prevailing Wage Rate Table a Insurance ACORD Form(s) d. Payment Band e. Perfor�nance Bond f Maintenance Bond g. Power af Attorney for the Bonds h. Worker's Compensation Affidavit i. MBE andlor SB� U#ilization Poz�r� 3. Ge�aexal Conditzans. 4-. Supplementary Conditians. 5. Specificatlons speci�cally made a part of the Contract Documents by attachment or, if not attached, as incorpor�ated by reference and described in ihe Table of Contents of tile Project's Contract Docmnents. 6. Drawings. 7. Addenda. 8. Documentation submitted by Contractor prior to Notice af Award. 9. The following which may he delivered ar issued after the Effeefive Date of the Agreement and, if issued, became an incorporated part of the Contract I7ocuments: a. Notice t0 Prpceed. b. Field Orders. c. Change Orders. d. Letter pf Final Acceptance. Article 6. INDEMNIFICATION 6.1 Contractor covenan�s and agrees io indemnify, hold harmless and defend, af its own ezpense, ihe city, its officers, servants and employees, from and agai�st any and all claims arising out o.f, or alleged to arise out af, the wnrk and serviees Yo be performed by the confiractor, its offcers, age�ts, empIoyees, subco�ntraetars, licenses or invitees under this contracY. This indemnification provision is specifically intended to operate and be affective eve�t if it is alleged or proven that all ar same of the damages__b__eing songht were caused, in whole or in part, bv any act, omission or negligence af the citv. This indemnity provision is intended to includ�, v[�ithout limitafion, indemniLy for costs, egpenses and legal fees incurred by the ciL� in defending against such claims and causes of actions. CITY OF FORT WORTH Intersection Improvaments at Sonds Raneh 1Zoad & FM I56 STANDARD CON5T12UCTION 5PECIFTCATIQNDOCUMENTS CPN 1D10a9-2 Revised 9/01/2021 oos�as-s Agreement Page 3 of 6 6.� Contractor covenants and agrees to indemnify and hold harmless, at its orvn expens�, the city, iis officers, servants and employees, from and againsf a�ny and all loss, damage or destrnction of property of the city, arising out of, or a�eged to arisc out of, the work and services to be performed by ihe contrac�or, its o#�'iicers, agents, employees, subcontrac�ors, l�censees or invitees ander this contract, This indemnification rovision is s ecificall �ntended to o erate and be effective even if it is alle ed or l�roven t�at ail or some of fhe dama�es bein� sou�ht were caused. in whole or in part, by a�n�v act, onaission or ne�li�euce of the citv. Article 7. NIISCELLANEDUS 7.3 Te:r:ms. Terms used in this Agreemcnt wi�ich are defined in ArticIe l of the General Conditians wi1I have the meanings indzcated in the GeneraI Conditions. 7.2 Assignment of Contract. This Agreement, including all af the Contract Documents may not be assigned by the Contractor without the advanced express wt�itten consent of the City. 7.3 Su�cessors and Assigns. City and CQniractar each hinds itself, its partners, successars, assigns and legal representatives to the ather party hereto, in respect ta all covenants, agXeements and obligations con#ainec� in tiie Confiract Documents. 7.4 SeverabilitylNon-Waiver af Claims. Any provision or part of the Contract Documents held to be uncansiitutianal, vaid or ►u�enforceable by a court of campetent jurisdiction shall be deemed stricken, atid all remaining provisions shall continue to be valid and binding upon City at�d Contractar. T�i:, failure of City ��s Contractar to ir�sxst upon the performance of any term or provision of iitis ,+�f;reemen� �xF I�� xer�i5e r�ny right granted her�in shall not constitu�� a vvaiver Qf City's or Contractar's respective rigli� i�+ insist upon appropriata perfarmance or to assert any such rig�-�l u�t a��+ fu�u,-e sS.��a:;�c��t�, 7_� G�verning t,a.v�r and Ven��.. This Agreemen�, including ai.d of the Coniract Doouments is ��rformable in tY�e State of 'F�Ya�. �'tinue sh�Et k��. �!'arran� �'c�unt}r, T€x�, r,; t,Le iJni�� ta[�s Qis#rtc:t Court for the Northern llistrivi of �'�rias, l'v� [ W C)3'St'1 1J19i�iuii. 7.6 Authority to S;g; i, Contractor shall attach evidence af authority to siga Agreement if signed by someone other than the duly authorized signatory af the Contractor. 7.7 Non-appropriation of Funds. In the event no funds or insuff'icient funds are apprapriated by City in any fiscaI period for any payments due hereunder, Ciiy wiIl naYify Vendor af suc17 accurrence and this Agreem�nt shall terrnu7ate on the last day oftIae fiscal peri�d for which appropriations were rec�ived �vithout penalty or expense to City af any l�ind w�atsoever, except as to the partinns of th� payments herei� a��ed upon far which funds have been appropriated. CITY OF FORT WORTH fntersectian improvements at 13onds Ranch Road & FM 156 STANDARD CONST[tlJCTION SPEC�FICATI�N D(�CUMEAlTS CPN 101009 2 � � ;sc�i 9m li=i1,� a 005243-4 Agreement Page 4 of 6 7.8 Prohib'itian On Contracts With Cnmpanies Boycotting Israel. Contraetor, unless a sole proprietor, acknawledges th�t in aceorda.nce with Chapter 2271 of tlae Texas Gavezxux�ent Code, if Contractor has 10 or more full tirne-employees and the contract value is $ l OQ,0.Q0 or more, t1�e City is prohib'ited from eritering inio a contract with a company far goods or services unless the cont�'act conta.ins a writiten verification from the company that it: (1) does not boycott Israel; and (2) will nat boycott Israel during the ierm of the contract. TIze ternas "boycotk Israel" and "company" sha.11 have the �neanings ascribed to those terms in Section 8b8.001 of the Texas Go�ernment Code. By siguing fhis contract, Cantractor certifes tbat Contractor's signature provides writ�en veri�cation to the Cify that if Chapter 2271, Tegas Government Code applies, Contrac�or: {1) does nQf boycott Israel; and (2) will not boyco[t Tsrael during the term of the confratt. 7.� Prahibition on Loycotting Energy Compatties. Contractor acknowled�es thai in accardance wit11 Chaptar 2274 of the Texas Government Code-(as added by Aets 2021, 87th I.eg., R.S., S.B. 13, § 2), the City is prohibited from entering into a contract far goods or serviees that has a value of $I00,000 or more, which wiIl be paid wholly or partly from public funds of the City, with a company (with 10 or more full-time e�ployees) unless the contract contains a written verification from th� company that it: (1) does not boycott energy companies; and (2) wi11 not boycott energy coinpanies during the term af the contract. The terms "boycott energX carnpany" and "company" have tlae meaning ascribed to those terms by Chapter 2274 of the Te�as Go�ernmer�t Cade (as added by Acts 2021, 87th Leg., R.S., S.B. 13, § 2), To th� extent thai Chapter ��,'�4 of the Go�vernment Code is. applicable to this Agreement, by signing this Agreement, Co�tractor certifies that Contractor's signature provides written verification to the City that Cantractor: (1) does not boycott energy companies; and {2) wi❑ not 6oycott energy campanies d�ring the term of this Agreement. 7.10 Prohibi�ion on Discrimination Against Firearm and Arnmunition Industries. Contraetar acknowledges that except as otherwise provided by Chapter 2274 of the Texas Gov�rnment Code (as added by Acts 2021, 87th Leg., R.S., S.B. 19, § 1), the City is prohibited frozn entering into a contract for goods or seivices tiia,t has a�alu� of $ I OO,Q00 or more which wi11 be paifl wholly or partly fro�n public funds of Yb.e City, with a company (with 10 ar more full-tim.e employees) unless the cantract contains a written verification from the company that it: (1} does not have a pz'actice, pplicy, guidance, or directi�e that discr'vninates against a firearm enfify or �irearm tra�le association; and (2} will not discriminate during t1�e tenn of tl�e contract against a firear�n enfiiy ar firearm trade association. The f0I'11i5 "d19GI'11Tllflate,°' "firearm eTlflfj7" al3d "firearru tI'd�� a$SOCI�i1QI1" have the meaning ascribed to those terms by Chapter 2274 of the Taxas Governm�nt Code (as added by Acts 2021, 87th Leg., R.S., S.B. 19, § 1}. To the extent thaf Chapter 2274 of tha Governme�zt Code is applicable to this Agreemen�, by signing t�is Agresment, Contractor certi�'zes that Contractar's signature provides writt�n veri�cation ta the City that Cantractor: (1) does no# have a practice, Aoli�y, guidance, or directive that discriminates against a�'iurearnn eut�ty or �i�rearm trade assocfation; and {�} will nat discriminate against a�rearm entiiy or firesrm trad� association during the term of this Agreement. CTTX QP k'O12T WQRTH Intersection Improvements at Bonds Ranch Raad � FM 156 STANDARD CQNSTRiTCTION SPECIFICATIOI�i DOCUNi�NT5 CFI1101009-2 Aevised 9/01/2021 005243-5 Agteemenf Page 5 of 6 7.11 Irnini�•ation Nationality Act. f� ( Cantrac#or shall verify the identity and emplayme�i eligibility of its empioye�s who � perfonn wa�•k unde�� this Agreemer�t, including completing tlne Empinyment Eligibility Verifieatian Form (I-9). Upon requcst by City, Contractor shal] provide City with �opies of �all I-R forms and suppoz�ing eligibil�ty documeniation far each employee w�o performs � work unde3� this Agreement. Cont►•actor shall adhere to all Federat and State lays�s as well as estahlish approp�•iate procedures and cont�•ols so that no services wi11 be parformed by any �. Confiractor emplayee wha is nnt legally eligible to perform such services. '' CONTRACTOR SHALL 1NDEMNIFY CITY AND HOLD CITY HARMLES� � FROM ANY PENALTXE�, LIABXLITIES, OR �OSSES DUE TO VZOLATIONS OF THI� PARAGRAPH BY CONTR.A.CT�R, CONTRACTOR'S EMPLOYE�S, �' SUBCQNTRACTORS, AGENTS, OR LICENS�ES. City, upon written notiee fo Cont1'actar, shali haue the right to i�nmediateiy terminate this Agree�neir�.t fo�� violatians of this provision hy Cantractor. '7.i2 No °1'hird-Party Bene%ciaries, This Agraement gi�es no rights ar bene$ts fo anyone other than the City and ihe Caam'actor and theite az'e no third-party beneficiari�s, .. t - � 7.13 No Cause of Action Against Engineer. Cqnfiractar, its subcontractors and eyuipment and materials supplisxs an the PRO.IEGT or their sareiies, shall maintain no direct acfion against the Engineer, its officers, einployees, and suhcontractors, for any claim arisi:ng out of, in connect�on with, or resulting from the engineea•ing servi�es performed. Dnly the City will be the beae�iciary of at�y undertaking by ihe En�neer. The presence or duties of the Eng�neer's personnel at a construction site, whether as on-site represeniatives or afh�rwise, da nat make the Engineer or its pe��sonnel in any way responsible for those duties that beiong #o the City and/or tha City's cons�ruction eontractors or other eniities, and do not reli�ve the construction cont�•actors or any other entity of their obligations, duties, and responsibilities, inctuding, but not limited ta, all construckion methods, means, teclv�ques, sequences, and pracedures necessary for coordinatin� anci campleting all portions of the construction work in accardance vrith the Contract I}ocuments and any health ar saf�[�,+ precautiops required by such const�uction wark, The Engineer and its personnel have no authority to axerois� any control over any conshuotion coniraotar or other entity or their empIoyees in connection with their work or any health or safety precautians. C1TY QF FORT WORTH Inferseetion Tmpror�emei3ts at Bonds Ranch Road & FM l5G STANDARD CONSTRUCTIOt�i SPECIFTCATION DOCUIv�A1T'S CPN 101009-2 Revised 41Q1/2021 � OOS243-6 Rgrewncnt Pa�e 6 af G �N 'WIT'NE�S WH�RL�O�, City and ContrActo�� 1��vs eael� executeci #his Agre.�mant io �e effective as oi the date s��bsc;rlbed by tlza Cliy'S dBSI$11A$8(I A5535.t813� C1fy M�ri�geP ("Effectiva Date"), Ca�at��actae; By; Texas Materials aroup, I tc„ dUa Texas it ' .- � _ ... ..... Siguature �.��I�D ��i/ �U�� ✓ �_. (�'ri�7ied Naine) �" .� r! ,� C, �"�. /� x`1��E �€20 Decker Ax'jve $u'tte 2p0 Address 1�•ving, Texas 750b2 City/StatelZi� / - l - z �z. Z. D�Ye City Qf Fort Wartl� nY �� `f 17ana l3ti�r�]fdof j � Assistant Clt�rr anager ' � .� � ,•; - Dat_��` �_�,YW�.;,�.d�� 9` �2; �" `�`'��,fi; '�-�_�� l) > ,. `�,*.,�1. f��C$�: e��,` a'[4_c,V ;. - ,r°... A��. 's - �� . y�� ^ ,�4 j �� _' �'��°.�i� .� nette C�oodall, City Secret�ry t';° �;� �'� �� +�^ . ; sf ,� � � ` (Seal) �?� .. .i �;z' }i� {'` . �_,.: � - -�.�,:.. - .. M&C; 21-0786 Date: �.ctaber 12�202� �a�•�n 1295 No,; . N/A Conf��act Campliance Manager; By sigc�ing, I acltnowledge that I am tlte �erson a�ssponslble for the ma►utorh�g and adi��inlstra#3on of thls oo��ti•act, �nclud3ng ensuring a11 �e�•.Farmauce and reparting a�eRui�•ements. S,fcar�.Pae 5hweta Rao, P,E., PMP Pl'oject Manager Agproved ss to T�or�n and Le�ality: 8�i Daugl.as W, Black Sa�, Assistant City Attorney APPIi.OVAL RBCOMMLND�D; . .��„` W9lliam Jol�nson, Di��ctar 'Transpo3•tatlon & Pu6f�e Warks Department CI7.'YOPFORTWORTE3 1�ilcrseatlouImrirovornailsntBond if�ey�l�;�d�?�yl�� STANDA1tD CpPlSTRUC7'IOM SPHC[f�iCATlOhI DOCllMI3NT5 f730 _ �� f�a 9�0 ��zn� � ��'�; � � Bond No. 014246315 006i 13-1 FERFORMANC� EOND Pa�e 1 af 2 1 2 3 4 5 6 THE STATE OF TE�AS COLTNTY OF TARRANT �ECTION QO 61 13 PERFORMANCE BOND � § KNOW ALL SY THESE PRESENTS: § 7 That we, Texas Matierlals Group, Inc, dha Te�ras6it, A CRH Company _, 1C110WI1 aS 8 "Principal" herein and Liber#v Mutual Insurance Comp_any , a corparate 9 surety(sureties, if mare than one) duly authorized to do business in the State of Texas, known as 10 "Su�ety" herein (whether one or mare), are held and firmly bound unto ihe City nf Fort Worth, a 11 municipal corporation creatsd puxsuant to the laws of Texas, known as "Cit�' here�it�, in the penal IZ S11ffi Of� One Mllllon One Hundred F�ghly Thousand Six Hundred Seventy Six and P01100 DO��aiS 13 ($ 1,180,676.2D �, lawful manay of the United 5tates, to be paid in Fort Worth, 14 Tarrant County, Texas far �he payxnent of which sum we11 and truly to he made, we bind 15 ourselves, our heirs, executors, adlninistrators, successors and assigns, jointly and severally, 16 17 ia 19 fiimly by tktese presents. WHEREAS the Principal has entered into a certain writtan con�ract with the City /<T � . c ro3F � ,qGt�a awarded the t� ` day of �=�20�� which Contract is hereby referred to and tnade a part hereof fox all purposes as if fully set forth herein, to furnish all rnaterials, eqnipment 20 labor and other accessories defiued by law, in the prosecution of the Work, including any Change 21 Orders, as pravided for in said Contract designated as Intersection Itr�provements at Bonds Ranch 22 Raad & FM 156, Projeet Na. 141009-2. 23 NOW, THEREFORE, the eondition of tius obiigation is such that if the said Principal 24 shal� faithfitlly perforin it obligations under the Coni�ract and shall i� aIl respects duly and 25 faithfully perfarm the Worlc, including Change Orders, under the Cantract, according ta the plans, 26 specifications, and contrract dacuments therein referred to, a�d as well. during any period of 27 extension of the Contract that may be grantcd an the park of the City, then this obligaiion shall be 28 azad became nu11 ar�d void, otherwise ta remain in full force and effect. 29 30 PROViDED F[TRTHER, that if any legal action be fi3ed an this B.onc1, venue shall lie in Tat�rant County, Texas or the C3nited States Distriet Court for the Northem District of Texas, Fort 3.1 Worth Division. C3TY OF EORT WORTH Intetsectinr� Lnprovements at Bonds Ranch Roaci & FM 156 3TAMAARD GQNSTRUCTION SPECIFICATiO1V DOCUMENTS Ci'At 1p1p09-Z Revised Ju3y 1, 2011 OOb113-2 PERFORMANCE BONB Page 2 af 2 �a 3 4 This band xs inade and executed in compliance with the provisians of Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond sha11 be determined in accordance with the pro�isions af said statue. IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED 5 this instrument by duly authorized agents and off"icers on ttus the ,' . 6 ,. - -- -' � Zfl .. 7 8 9 �o 1I 12 13 14 15 S6 17 18 19 20 z� 22 23 24 25 26 27 28 29 30 3I 32 33 34 35 36 37 38 39 40 �41 42 43 44 45 ATTEST: (I'rincipal} Secretary '. , � 1 , _ ��z— Witness as to Principal ' i � ,.�� Witnes s to urety Jessica Ricf�mond day of PRINCiPAL: Texas Materials Graup, Inc. dha TexasBit A CRH Company B � � Signature �o� J� � �5��`i�a� /�•�- � .+�S�l�%T�,��_ Name and Title Addrass: 420 Qecker Dri�e. Suite 240 lrvinq TK 75062 SURETY: Libert Mutual Insuranc� Com an BY: . `" � � "' . � Y ignature<�I . J Sie�hanie Grass, Attorney-in-Fact, 7X Lic No. 2019321 Name and Titie Address: 2929 Allen Park+nray Houston TX 77019 _ '1'eiephone Nutnber: 713-526-3366 *Note: Ii signcei by an officer of the Suraty Company, there must 6e on file a certified extract from the by-laws showing that this persan has authority to sign such obliga�ion. If Surety's physical address is different from its mailing address, both must be grovided. The date of the bond shail not be prior to the date the Contract is awarded. C1TY OF F4RT WORT�I intersection Improvements at Bonds Ranch Road & FM 156 STAMUART? C4NSTRUCTION SPECIFICA"I'iON DOCLIMENTS CPN 101009-2 Revised July 1, 2011 00 Gl 14 -2 PAYMEI*!T SOND Page 2 of 2 1 IN WITNESS W1�EREOT, the Principal and Surety have each SIGNED and SEALED 2 this instruxnent by duly authorized agents and off"tcers on this the �'- day of 3 � -- �- � - 24 � - 4 PRIlVCIl'AL: Texes Materiats Group, Inc. dba TexesBit, A CRH Campany ATTEST: (P�incipal} Secretary 0 Witness as to Principal � �� Witn as to Surety .fessica Richmond SURETY: Liberty Mutual fnsurance Gampany BY:� � . _ Si ature �.u�% NA' S'�J� � �✓_ i�r//C/�'I`� �' 6 �°� Name and Title Address: .420 Decker briue, Suite 2�0 Irving, TX 75062 . , AT`I`BST: BY: u� � �4 � ! I Signature � n/a (�urety) S�cretary 5 6 7 S 9 10 11 12 S#ephanie Gross, Attorney-in-Fact,1�K Lic Na. 2��9321 Name and Title � Addz'es5: 2929 A11en Parkwav Nouston, 7X 77099 Telephone Number: 793-526-3386 Note: If signed by an of�cer of t�e Surety. , there must be on fii� a certi�ed extract from the bylaws showing that this person has autharity to sign such obligation. If Surery's physical address is different from its mailing address, both must be pravided, The date of the bond sha11 not be prior to the date the Contract is awarded. e �r� END OF �ECTION CITY OF FORT WORTH Inteisectian Improvements at Bonds iiancU Raad & FM 15G 5T1►NDARD CONSTRUCTION SPECIFICATION DOCUMEN'f3 CPN 101p09-2 Revised July 1, 2p1 L ': • i •1►C•��iLf�Z�:�yH� 00 61 14 - 1 PAYMENT AON17 Page 1 of 2 1 z � 4 5 � THE STATE OF TEXAS courrTY oF Ta�x�vT SECTTON 00 61 14 �AYM�NT Bo�a § § KNOW ALL BY THESE PRE,SENTS: § 7 That W0, Texas. Materlals Group Inc. dba TexasBit, A CRH Gompany ��CT1QW11 aS 8 "Frincipal°' herein, and Libertv Mutual Insurance Com�anV , a 9 corp.orare surety (suret�es), duly authorized to da business in the State a�' Texas, known as 10 "�urety" herein {whether one or more), are held and firmly bound unto the City of Fort Worth, a 11 municipal corpora�ion created pursuaxat to the lavvs of the State o�Texas, knawn as "Cily" hercin, 12 lIl t}18 penal 6ilm Of One Nlillfon pne Hundred Eighry Thousand Slx Hundred Sevenry Sbc and 20f100 Tip�13PS 13 ($ 1,180,876.20 ), lawful money of th� United States, to be paid in �`ort Worth, 14 15 16 Tarrant County, Texas, for tbe payment of which sum we11 and truly be made, we bind aurselves, our heirs, executors, administrators, successors �and assigns, jointly and se�erally, iirmly by these presents; 17 I� rr� WHEREAS, Princ'rpal has ente:red into a cer�ain written Contract with Ciry, aurarded the � e_7� �3x 1.8 �%'{�" day of �t� `�`� -�� ` .. ;�20 ��, whicl� Contract is hereby referred to and 19 made a part hereof for all purposes as if fully set forth herein, ta furnish all materials, equipment, 20 labox az�d other accessories as defiin.ed by law, in the prosecu�ion of the Worlc as pxovided for in 21 22 said Contract and designated as Intersection Improvements at Bonds Ranch Road & FM 156, Froject No. 101009-2. 23 NOW, THEREF�RE, THE CONDITION OF THIS OBLIGATION is such that if 24 Principal shall pay all manies owing ta any (and all) payment box�d ben.eficiary (as defined in 25 Chapter 2253 of the Texas Government Cade, as atnended) in the prosecution of the Work undex 25 the Contract, then this obiigation shall be and become null and void; otherwise to rernain in full 27 force a:ad effect. 28 29 30 31 This bond is made and executed iz� co�n.pliance wifh the pxovisions of Chapter 2253 of the T�xas Government Code, as amended, and a11 liabilities on this bond sha11 be determined in accardance with the provisions of said statute, C1TY OF FO.RT WOEtTH Intersection I�rsprovements at Bnnds Ranch Road &�'M 156 STANDAtZ17 CONSTRUCTION SYECTFICATION DOCLTMENTS CPN 101 �09-2 Revised 7uly 1, 2D11 Bond No. 0�4246315M 00 �� i9 - i NfA1NTENAt3CE BOND Page 1 of 3 1 2 3 4 5 6 7 THE STATE OF TEXAS COUNTY OF TARRANT SECTIO�T 00 61 19 MAINTENANCE BOND � § KNOW ALL BY THESE PRESENTS: � 8 Z'117t Vi�O Texas Materiats Group, inc. dba TexasBtt, A CRH Company ,�OW11 aS 9 "Principal" herein and Liherty Mutual Insurance Camp_any , a coiporate surety 10 (sureties, if more than one) duly autharized to do b�siness in the 5tate af Texas, know�t as 11 12 1� 14 15 16 l7 "Surety" herein (r�vk�ether one or more), are held and firmly bound unto the City of Fart Worth, a municipal corporation created pursuant to the laws af the State of Texas, known as "City" herein, lill ii18 SUlll Of One Mlllion One HunBfed Eighly l"housand Six Hunared 5evetrty Suc and 201700 Dollars (� 9,180,676.20 ), lawful maney of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment of �c�vlaich sum well and truly be r�ade unto the City and its successors, we bind ourselves, aur hezrs, �execntors, admi�istrators, suecessars and assigns, 3ozntly and severally, firmly by t�ese presenta. 18 19 WHEREAS, the Princi has entered into a certain writk�n contract with the City award�d lY � QCspBt,-.�2 . �.� 20 the �-- day nf ��=- r� , 20�, which Contraet is hereby 21 refe�red to and a made part hereof for all purposes as if fulfy set forth herein, to futxii�h all 22 materials, equipment labor and oiher accessories as defined by law, in the prosacutian of the 23 Work, iz�cluding an3r �+Vork resulting from a duly authorszed Change 4rder (callectively herein, 24 the "Work") as grovided �or i� said contract and designated as Intersection It�provements at 25 Bonds Ranch RQad &�M 156, Project No. 1410Q9-2.; and 26 27 28 29 30 31 32 33 34 WHEREAS, Principal binds itself to use such materxals and to so construct the Wor� zn accardance with the plans, speciftcations and Cnntract Documents that the Work is and will remain free from d�fects in materials or workmaiasl�p for and during the period of two {�) years after the date a� Final Acceptance of the Worlc by the City ("Maintenaz�ce Period"); and WHEREAS, Principal �inds itseif to repair or reconstruct the Work in whole or in part upon receiving notice from the City of the need therefor at any �me vvitb.in the Maintenance Period. CTfY OP FDR'i WORTH lntersection Improvements at Bonds Ranch Road & FM 156 $TAi�TDARll COMSTRUCTI(?N SPECIFICATTON DOCUMENT5 CPN IOlOD9-2 l3evised July 1, 2011 00 61 19 - 2 MP.INTENANCE BOI+fD Paga 2 of 3 1 2 3 4 5 6 7 8 9 l0 11 12 13 14 l5 i6 17 18 I9 20 NOW THEREFORE, the conditio$ of this obligation is such that if Principal shall remedy any defective Work, for which tirnely natice was provided hy City, to a completion satisfactory to the City, then this obligation shall hecome null and void; otherwise to remain in full force and effect_ PROVIDED, HOWEVER, if Principal shall fail so to repair ar reconstruct any tiffiely noticed de�'ective Work, it is agreed that the City may cause any and all such defective Work to be xepaired and/ar reconstructed with ali associated aosts thereaf being borne by t�te Principal and the 5urety under this Maintenance bond; and PROVLDED FLTRTHER, that if any l�gal ac�ion be f�ied on tliis Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern Diskrict af Texas, Fort Worth Divisinn; and PROVIDED FURTHER, that this obligation shall be coniinuous in nature and successi�e recoveries nnay be had hereon for su�cessive breaches. C1TY OF FQRT WdRTII lntersecYion lmprovements at Bonds Ranch Ruad & FM 156 STA1VnARD CQNSTRUCTION SPECIFICA'i'IOi�f DOCUMENTS CPIY ID1Q09-2 IteviseA .Tuly 1, 2011 0061 19-3 MAiNTLNANCE BOND Page 3 nf 3 2 3 4 5 6 7 S 9 10 11 12 13 14 15 16 17 18 i9 2Q 2I 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 IN WITNESS WAEREOF, filae Pxincipal and the Sur�ty have each SIGNED and SEALED this instr�unent by duly autharized agents and afiicers on this the - day of � ��a ATT�ST: (Principal) Secretary , -f ,� �,j� ,�. ��,_ � Witness'as tn Principal ATTEST: n!a {Surety) Secretary � � 1 � [ ° - -� Witne s as to 5urety .iessi Richmond PRINCIPAL: Texas Materials Graup, Ine. dba TexasBit A CRH Company B : C� �� 5ignature ��v �JG7i � ,.�1 /N !'d J � /Z ,�5/'^�/.��i� �"/6'� Name and Title SURETY: Libe Muival Insurance Com an Address: 420 Decker Drive, Suite 2aQ Irving, TX 75462 �� BY:.,;-Signature ;, + Stephanie Grass, Attorney-in-Fact, iX ��c. No. 2�1932� Name a�d Title Address: 2929 Allen Parkway � Houston �7C 77D19 _ ,_ Telephone Number: 713-526-3366 *Note: If signed by an officer of the 5urery Corn.pany, there must be on file a ceriified extraet from the by-Iaws s�awing that this person has authority to sign. such obligation. If Surety's physical address is different from its ma�ling address, boih mt�st be pro�ided. The date of tt�e bond shall not be prior to the date the Contract is awarded. CTi'Y OF P�RT WqRTEL intersection Improvements at Bonds Raneh Road 8� FM 156 3TAAiDA1tD COMSTRUCTION SPECIFICATION DOCiJMBN"i'S CPN 101009-2 Ravised 3uly 1, 2D1� LJ�� I�I��.�.o SI�RFTY n�s �au�,�ra�►uaor,�y iimtst�� anose r�d r�r� �tt�r na+ne noaun,�y m hind 1ha c�Orr�jr e�t inu�er�rriararidtou�ee�nt he�ein � Liberty Mutual lnsurance Company The Ohio Casualty lnsurance Gompany WestAmerican insurance Company ��1�� 9� � i i�FtN�Y c�c�rte No: asaaasz-ozzoo� PU�lDYVR+1 AlL PER90I��5 BY iF� P�1i5: 7hat lhe Chio C�sually Ir�suarioe Ga'r�arryr is a ooTpaation d�y dgarti�Bd ux�'the la�us aF the State of New Fl�psk��, tF�G Lihe�iy Mhra1 Insu��oe Corrpary is a oarporation �y organiaecl inder ihe la�s aFthe 5tate af Nlassa�Fx�setts, and W�st American Irt�ranoe C�xrpary is a carpor-a6on d�9y or�nized inder ihe laws of 4he S�[e o€ Inciana (t�in odlec�Neiy ralied the `SCarparres"?, pusuar�t to �d bY a�tl�aity h�in set forth, does herei�y rorne, oor�stitut� and a�oirrt, Chelsea Nielson; .Tessiea Riehmond; 7oyae A. Jbhnson- Philip N. Bair- 5fephanie Gross _ all of fhe dly of Houston s�e d TX � in3vidually if tF�ere be mor�e than or�e [tar►�f, its true ard ia�uhi attdr�y�n-fad to m�, e�aea�6e, s�1� adv�anledge and ddiver, for axi m i� t�haif � strely a�'id as its act and deed, a�y1 and all uidert�cirgs� borzls� [�eoogr�zar�s 2nd dher suneiy obfigatia'�s, in piasuanoe of these pres�s ar�d shall t3e as k�iMirg i.per� ihe (�orrparfes as if they 1� t�rn duly sigied bY the pr�sident arxi attested b� the seae�ay oF the Corrpanies in tt�eir ann proper P�� iN Y61iIdESS 1R�F� tliis Pauuer aF Atlarneg F�as been s�bsaibed b� an aull�zed oificer ar affiaal af the Carpanies and fhe oorporate s�ls of �e Conp�nies hav�e bcen affixed th�4o this 12th d2yaf � February , 2�21 . Ul N c N O � � �m V q) o� m� �� _-� c •� O � G � N � � �� +�-. � � � � om Sl�e af P8VV5YLVAt�A Cau�lY af MO�ff�ClllEFtY � u6erty M�ate�el Irt�+�r�ce carrpary p4, 1NSG�4 P�'�Y INB��f� `, 1N8U/�,q 7�OhI0Ca5U2i1y1116U1'd1102CARpafiy �, avo�r �L� �i GpP701�P `4. `4� VG��. �'� 1�II�StAfIlEY1C2�11ns11an0ECOff�lTjl � :� `�o tn � � �'o �i� � 3� `�a t� °I9'i2 � � = 1999 � � � 9999 0 /I b / ��'�"�c+�ua�da� �� +raays�'�e � '�s �'O�nNP ,dB� S � L�• �i) * ti� '�y1 * 1�� f * h� y� Qgvid M. Caey, l�5sistant Sea�ary i2rh �ay c� Fehruary , 2oz i befae rr�e persorrally app�red I]euid M C�r, wr�n a�ed9ed hirr�fro be u�e A�istant sea�tffiy of une�ty � i rry� The Chio [;asualty Corrpary, and Vti�.st Arrerican Ir�ranae Cor►parH, arxl thart fia, as s�. qeing aithori�ed so to do, e�ale the tarec,�oirg ir�tnmPnt far 1he cont�r,ed byr si�vrg on �alf oF the oaporatior�s hy hir�elf as a a�y authaiDed a�ioer. IN W iM�SS V�OF, I hawe her�r�o s�t�saibed rry r�arrie and �f'i�aed rry nakarEal seal ai IGrLg of Pnssia, �vania, rn theday and y�r firs� �boue written. �P PAST eki ��oNW�q F� GammanEreallhofPennsylwania-NatarySeal F Uq; fs= Cy Tarqes Pas1@Ila, Nolary Publ� � �� F �ui0111Q0�nC�' G`OUnly Nlywmmisslan e�plres Macch 28, 2025 �y; �v Camm�35ion numbCr t 1260l6 a�� 'ysvi�sPa�,c, a:�mnar, rennsr�r�lia As9oclalbn of Nolarias ��j FYh11C ��'qpy pV9 lirs awaer of Anomey is rtrede and �aaauEea �xxs�nr to and by �F�itv oF rhe fd�ouuir�g By-laws and Autr�s«�s af The ohio c�sually ��,rar,oe Carp�y, �f15lf2fICB �`i0f1'�#7j1, 2i1C� �5t �PnC�I �flfilf'dr100 �:OfT�cry'l5l MA�CrI f�lfl0f15 8R4 fqW Ifl {i1�G'�OiOE �1d �� [�[�� a3 ��OJu6: u�y n� ART[(;lF N�CE7�;: �edian 12. Pwuer o€Attar�.y. Any afl'ioer or oiher oifia� af the Corporation aiAhori�ed fi�r th� pupose in vuiting by tt�e Chalm�n or the Pmsici�t, and s�.bjed ta sud� limita�ion as ihe Chalm�an or the � I�esid�t may p�snibe, sF�all appoint sudi attar�.ys+n-fact, as rs�y he r�ssary tn act i� bek�alf af �e C«por�ion to rr�e, �aea.rte, seal, advpwledge arx3 ddi+rer � s�.rety anyr antl all u�taldngs, baxls, reoo��ar�oes ao�d ather su�y ohlig�ions. SUd t attorrx.�ys�in-fact, s�jec:t to ti� Iirritallons sek fatll in tl�eir �spediue poouers of attaney, �all 8 have fiail power to bind the i',apora6on by their sigr�ah,re and eweaution oF ary sud� ir�strurr�ris arid ta a�t tf�o tha seal ef the Ccxparaticx�. Vlhen so ea�aded, su�h instrurenis sf�dl be as birdirg as if ag�ad by the PYesid�t arid � to by the 5eaehary. Ar�► P�'+� a" �� i' ��'� a" �tcxr�eY�n�ad tnder the' prouisiar� af this artide rr�y ba �Ced at ary time by tl7e Boa�l� the Chaim�� the R�sident or by the affioer ar �fiae�s gan6nJ suc� Pw�er ar autlroiit�►- i PRTICLE Rlll — Eiaec��3on af Can6raci� Section 5. �lnely Borxls ard Lhdert�dr�gs. Ary otfioer oF ihe Carrpar�yr a�1ho►ized for thait pupase in vwitir�g by tha dr�im� ar H�e pr�denk axi s�jeci lo such lirrittaa�'iior�s as the cham�an ar the president maY p�s�ihe, sk�all appar� such attcxryeys�nfiact, as rray be nen�ssmy to act in hehalf oFlhe Carpary io ►r�'ae �ea�te� s�l, adQau�le[�e and deliuer as s�re1y ar�y and a11 inrleitaldrgs, bonds, neaognizances and other sur�y a6ligatiais. SUth altorn�ls-in-iad s�eck to the lirritations s� fath in �eir r�sp�ctive pawas of altaney, sk�all l�aue fill pan�erto 6ind the �P�T!' rN their signatue arid e�a.tim oF arr�r sudt instrur�eris ard in a�tach thereta the s�l oF the Corrparry. VIF�an so exeaRed sudt irshtrr�ts shalf be as bir�rg as 'rf signad by the p�siderh and a�ted tr� the s�y. OertiHca�s a� [�osi�on—The Presidcnl af the CExrpar�r� ac�r19 pursu�'�t to ttr �ylaws aFthe Cor►perry, autlioii�es [�vid M C�ey, l�ssistart 5ecxeFary to appoint such attoir�eys-ir� iacx as rrey be r�oessaiy to act m b�alf oF the Caripar�y to r►�, e�cead� s�l, adainu�edge and deli+� as s�.r�iy any and ali u�d�ldr�, bonds, recognixarioes ar�d ather s�ty abli�tior�. Autt�ri�tfon—B�j uiarim�us aa�t of the Corrpa�yls Board of Li�das, the CcxrpaN oo�sents tFral faairriie or rr�anically re�xoduoed si9r�atu� af art�+�assistarrt s�ztary aP the �� ' app��n9 4'� a oeRified oop�r of �y pow�' of altomey isst�ed b� the CC4xxrpar�y in oonr�ction v�th su�ly bonds, shall �e valid ancl blrx�rg � pon the Corrpary uith tne sazre torae ar�d effea as tha{gh rrerualy affna:d. I, FZenee C. Llev�ellyn, the �nxl�rsigr�ed, A�istanfr �ary, 'Ihe Ohia C�aily lrr�rame Carpary, Liberiy Multsl Ir�r�oe i�orrpary, arad Ul�st Arrerit� IrEs�rance Car�ary do h��yr ce�tifY ihal ihe origir�al pa�ner vf attomey af+n� the hx�oing is a fill, true and corred oopy aF tfis F�uuer of Atfom�ey e�cxted hy said Carp�rties, is in fiil foroe and effect �d has not been revaked, IN TE511Tu�kflrVUI�REOF, I ha� F��nko set rry harK3 and affixed tl7e s�eals af said C�rrp�ies tfiis day af �, t1i8UR ��'[ INSG�7 �JP4ppvo,�r'�yC� �SPcfysroe�t L � � �o s�. *� � �o 0 � '499�� d 19`i9 � a,, 0 d'y►�°4cH„u9�.�a �Q `�'HAM45��A 6i� .* �;t� �p� � �,� LMS-12873 LM{C OCIC WAIG Mulii Co 02Y21 � 1NSbR� � V.r ogPnlp,�rpb�L�,� � ��1 � � � B• 4 '�s�,M°*"'��s Y I�eneeGLlewellyn,pssislariSeaeiay 0 a v N ao N M � 0 m ia U �� . w. ��'•�"� I��1.� P ! � � q w ■ u� � r �Fc�r �.�t � � ��t�� TO OBTAIN INFORMATION OR TO MAKE A COMPLAINT: You may write to Li�erty Mutual 9urety at: �ibertl� Mutual Surety 220Q Renaissance Boulevard, Suite 400 King of Prussia, PA 19406-2755 v.,.� .,,, »*.,,,++ti., 'r",......, n,.�.,.a.,,,....,s ..s i�,,..�......,, a.. .,�.�.,:,. :�.s,....,,,,..+�..,, ... .,.. ..,. - -� - � _ _-____°--° - , -�- --�--- -- �- -° --__:-.___:-__ _-_ _:---�-- ° -- ' " """_'J _ ________ _'"_ " __'_'_ T `1_`__'_'"_' comt�anies. co�erac�es, ricahts or complaints at: 1-8D0-252-3439 You may write the Texas Department of Insurance: P. �. Box 149104 ihia�ii'I�, i� f b i�i �-��i Li4 Fax: (512) �75-1771 Web: � � -,..t .�, _, _�: E-mail: �um�rP�pte�.'rQ��t��i �t�t�,fx.�� Premium oP Claim �ispu�es Should you have a dispute concerning a premium, you should cantact the agent first. �f you ha�e a dispute concerning a claim, you should contact the campany first. If the dispute is not res�l�ed, you may contact the Texas Departmeni af Insurance. Ai�ach 'T��s i�o�ice 7o Your L�olicy: This nafice is for information only and da�s not become a part or condition of the attac�ed doc�ment. �nmc:-��nn Paae 1 nf 2 Rev. 7.1.07 r-:, �il�� v. s. u i+ �� 4 nA a�. ea a� �� m o s�� uw �s a n o� uf 1'i�� p Q� Q�� Q1110�''VrC � l��Y � l� PARA OBTENER [NFORMACION O REALIZAR UNA QUEJA: Usted pu�de escribir la notificaci6n y dirigirla a Liberty Mutual Surety en la siguiente direccion: Libertv Mutual Suretv 22D0 Renaissance Boulevard, Suite 400 King of Prussia, PA 194��-2755 1 Ie�rarl niierlra rnntar��r al flnr»rF�men4n rle Cnn��rne rin Tnv�e r�ara nhinnor _ ____ r____ __.._�_._.. �• - _r-• --..._...... .,... ......� «.... .,... . �----_ r_.. � __._.._. informacion acerca de las eompar�ias, coberturas, derechvs o quelas: 1-800-252-3439 Usted puede escribir al D�partame�t� de Seguros de Texas a la s�guienfe direccior�: P. O. Box 149144 A��4in Tl! 7f27�11_Q1�/I . ..........� . . _ . � . . . _ . _ . Fax: (5'� 2) 475-177i Web: � �Y�.oc.uz E-maiL _ � �ction ' '� � � �ispu�as acePca de primas o reclamos En caso de que usted quiera elevar una dis�uta cancerniente al tema de primas, por favor contacte en primer (ugar a su agente. Si el tema de la disputa es relati�o a un reclamo, por favor contacte a la compan(a de segu�as en primer t�rmino. Si usted co�sidera que la disputa no es apropiadamente resuelta en estas ir�siancias, entances usted puede contactar af Departamenta de Seauros de Texas._ �,djunie es�a notificacion a su poli��: Esta notificacj�n es a los solos fines de su informacion y la misma no forma parte o condiciona de manera alguna el documento adjun#o. LMIC-35i]0 Paae 2 of 2 Rev. 7.1.h7 Stephanie Gross Assistant Vice President - Surety � �� . n •-- i :� y —1 January 5, 2422 C�ty o�€ Fort Vllorth 20Q Texas 5#reet For� Worth, TX 76102 Subject: Texas Materials Group, Inc. — Bond no. 014246315 TO WHOM IT MAY CONCERN: Marsh Wortham, a division of Marsh U5A Inc_ 2929 Allen Parkway Houston, TX 77019 832-294-4640 Step ha n ie. g ro s s(c� m a rs h. cam www.marsh.cam We her�by give our authorization ta date the� abo�e referenced Perfarmance, Payment and Maintenance bonds for the City of Fort Worth, Texas and attached Power of Attorney to correspond wi�h the da#e afi the contract. Sincerely, , � � ,. � L �, �---- _ Stephal��i Gross Attorney-In-Fact for Liberty Mutual lnsurance Company MARSH S� MCL�MI��; �OLU'TIONS=..t�Flt►IER �-1C`�t�, kNb �ELtVEi��7 � � COMPANIE � 'A• �� t��m SI�Ft�S'Y TTtis prwo�r af /�ltomsy Ilmitsd� ar�s oF those �med t��ein, and they F� no �ulhority to hindthe(bnp�y ewceptinthe rr�andtothe�ert f�n stated Liberty Mutual Insurance Company The Qhio Gasualty Insurance Company West Ameriean Insurance Company �� c�ca�e nio: szoasss-az2oa� FQeIQ'hRV Ni PE]iS0�165 6Y 7FiE5E PRE'�QV15: That The Ctio t�[y Irsuanoe Carrpay is a oo�por-ation duly aganized u�er' 1he la� aF the St�a of New Fiarc�shi�e, that L.�beriy Mhial Ir�suar� CorrQarN is a oorpaa�ian dufy agarized uder ihe lav�s oF the State of �111assadruselts� and VV�st Arr�ican Insuarioe CorrQary is a �orpora�on d�ly org�lasd un�ers�e iaws a� me state ot ird�a (t,e�in oo[ieaiv�y ca�ied tr,e'r,«rQar�s'�, Pusuant to aM Iry authority h�ein set farth, �es he�eE�ryr rr�r�, oonstitute and appoiM, cn��s�a Nielson; Jessica Richmond; .loyce A. 7aMnson; Fhilip N. Sair, Stephanie Gross __ all of the ci�y aF Houston state ol TX � irxEvidually if tlter� 6e rro[e than me rkxned, its true and la�n,fi1 aitort�e�lr}facf to rr�aae, e�ate, seal, adv�vfedge and deli+�er, fa' arid an its bd�alf as s�r�ty ar�i as its acf ard tl�d, ar� arx1 all �s, baxls� �o�Zanaes and oU�' su�ly aqligalions, in ptxsuance oF tf�ese pre.serds ar� sf�l �Oe as �ir�cG� �pa�t the Coirpardes as ff tF�y hauE be� diiy signed Gy the presideit ard attested kr� tl7e sea�ary of the Qompanies in tF�eir anri prop� P�• IN Y�1TP�5S Vdl-C�EOF, tlys Pri�er af AStorr�ey F�as heen s�ibed tr� an a#�oria�d oA'icer or offidal oF tha Carpariies ancl the corpaate seals af IF� C�ampanies haae been ad�d tl�o tFis 12th day of Fabruary , 2p21 . ui � 5tate aF PE]VJ��YL.U,4NA Co�mty af MQNTOL�IE�Y � Lib�x[jr AhAual Ir�uanoeCorrper�r P41N3�/R P4q`( Ih1S(�,p a 1M8bip� 1}1BChI�CffitBfly�f6l]Ii.If102�:orf�flj� �J �pan�pd�'�.C+ GJJ (�ypPOI�r�Y_ �P�40APQqA�.� n� V1�5t/aRL'11canlrlSlra�D2Corrparly ��' o� � 3 oF�m W 'i 99 �� 0 19'� �„ � 199'i � /� Ys �o s �,o a ° L r��y *ug��'aa �O�ykAr�tP�l�,�� 3�Yo�w�.�'�a� BY��. � � � fiau9d M Parpv ,4scidart �anr � Q71}tis 12th day af February , 2021 hefor2 me pasonally ap�red G�uid M Car�y, who adv�omleck�ed hirrself to ba tY�/�si8tant 5ea�ary oF li�ty Nl�h,�l I � Cor�ry, t��c- a,io c�ly Carpar�r, �f Arr�rirar, �r�r��noe Carrpary, ana ir�art he, as s�,d�, beirx� a�horized so ro do, e�Ue #he fa�egoirg ir�stnm�nt iorn,e G� tl�erein oatained W sidvna on behalf oFtheaoitpratioris bv �irrsdf as a dlv aud�aiz�ed alfioer. N � _� _� � �N O � qj O O ,Q; C� Kh y 6� � �� •— L y.�i om � U 7 � a� �� IN W T{VE5S V�DF, I ha�e Y�eirto s�.l�saibed my r�ame ar�d a��aad rry n�arial seal art wrg tk Pnissia, Rerrz�ylrr�ia, on Ihe day ard y�u'first alxn+ewrltten. Q,k�� oNyyE r�� CammonFreallh af F'ennsylvania • Nolary 3eat � Un qty C� TureSa FaStella, h[al�ry Puh�c � /f . _� p� Manlgomery Cnun€y ./� Mycwnmiaslan expEres A1arch 28. 2025 gy / �k ��Q Cvmmiesion nurt�her 1125p44 •�� I3, I�al]/ PLI]I[C Q. '1rSr�� G M;,nspar, Psnnsytvanta Assvcia4on oTNo�anea ��41iY P� 17Y5 f�hA@f Ofi �flOfllEj� IS t71�2 � 2�� Fri15138Td tO �Id 17�f ffi1hUflly Of $12 f0110N1f� �j/i3J15 �I'Id plhilOfFZa110115 Of 7}i2 �0 C.�Sll�f �f1Sll'dfl()2 CAIT�Hflj/� Insuanoe Carrpar�yr, and 1/1,�t Arr�ir.ari Irt,sua�'ioe Corr�anyvt�idi resduGorts ae nomrin tull forne ande�fi�t r�dlrlg asfdloNus: u�y nnm,� �1Ril(:L� N 47Fl1C�RS: Sec�ian 12. Pauer af/�ttorney. e ArH offiaer nr other oflidal of the Coiporatiori autbri�d iar tha� p�rpose in vuif+rg by the Chaiman or ihe I'I�Sideni, a�d subject ta saich lirritativri as the Chalrrr�an or the I'resident me�y presaibe, shall appoint sufi alfomeys-in#act, as rrsy be neo�y ta ad in b�rlf of t�ie (brpaatian bo make, eraec�e, seal, advjan�lec�ge aid deliver � s�ely 2Clj� �� 111�1[ai0i'�5� b01'1C�� i'�ICES �(7�IlEf 511E1�1 d]ll�l0il5. �18i1qi1�ifFfB(#� S1f319(� f0 �i1E GICI'1i�lOnS 9Et fOTl�7 If1 �f iBSj]EC�1VB ppW�3 Of �0liYEy, ShBkl ie haue fiil pour�r tn [�nd ihe Corpd�tion I�y their sig�ku�e anc! �a#im oF any such ir�stru� and to �ach thereto tlte seal of !he Caporation. Vl�r so e�uEed, sudi 9rstr�arenls sYx�1 he aa bindir� � iF signeci by the Pr�eside�t arid a�t�sted t� t�l the S�arY• �Y pa+'� a�Y 9� ��'�N ��% ��r� �der the ne provisions of this artide rray be rt�raked at any tirr� by the Baard, the Chairr�n, ihe Phesidert ar by the dfic�er a a(fiaers 9��9 � p�' p" ��Y- �if1ClE xlll — Euec�arl of Cantra� Sedion 5. 5lrely BarrJs and lk�d�xta}aRgs. Any �I'ioer oFthe Carparry a�ditaized for tl7at purpose in+Mitir�q bythe d�aim�n ar the pr�ident, and s�jec� io such lirrifaliorts as tFie chaimqn ar the presid�# may pr�be, shaVl appoir� sudi alt��eys-infad, as may be r�eoessary to ad in behalF aF the C.nnparty lo rra�, ewe�t�, seal, advinudec�e �rl deliuer as �r�ty ary and all �talbrgs, borxls. reoogrur.�aiaes �d otl�r suety abligaGa�s. SUd� attar�ys-in#a�t s�ed to ihe lirrihatiors set forSh in iheir res�ectiue pa,tiers of aita�y, s[�all haue fi1f pau�r to bind � Corrp�y FN tl�tir sigr�atixe arKl ea�aulim a�F an�l sudl ir�strur�ents ard bo at� tt�re6o ihe s�1 vF the �y.111F� so � sudi ir�s6urents sliall he � b�rxlir�g as 'rf signed hy tl�e president and �Ikested h�11he seae�y. C�iifsca�e af L�esig�tlon —The President aF the Caipar�Y� adin9 pusuarrt to tfie �ylaws of the. Carpary, a�ar¢es oauid M C�rey, Pssls�t 5eaelary to appoird suc� aAtorr�eys�irr fact as may t� r�essary to act an �half bF ihe Carr4�any ta m�ae, ea��le, seal, adatwrl�ge and deliv�r as sisety ary ard a11 uidertaldr�qs, 6onris, r�eoo9nizar�oes arid ofher st,¢�y opli�tiors. a�r,o�on—�y �rr� � o��,e corrpaMs �ara a��r��cxs� the Carpaiyoor�ls tt�artfia�sirrile or med�ically reprnduoed sfg�re of a�jl assistar� sea�:4ary of tfi� CorrQary, v�re+2r' �ppaarir� �porf a oerd�ed oopy aF arty� pv�n,�' of attaney iss��ed hy the Corrpary in oorr�ed+m with su�.iy borKls, shall he valid and bir�dirg tpon tt� Corrpary witii tF�e same foroe arx! e4�Ct as iho�h rrrar�ualry aif��aed. �, r�nee C. uevu��yn, U,e �u�dersigned, � seaetary, lne cna i�su�ty U�,anoe (:«rpay, ube�ty Nxrtual �r�rarice c�rrpary, and v1�st,�rreiic�n �nsuanoe caY}�any do n�6v o�tifv �t tr,e ori�naf �uuer of atturray of v�#�i�tr� fo�ogoirg Is a fi��, iru� and correct oop� oFft,e Power aF,4ttomey ex�uted b� said ck�rpa�es, is in fiJ� ian� ana effec,t a►�4 i�s rx�E he�n �. IN �'TfN�iJYVL4�F]�OF. f haue heretx#o s� CI'y 9�and md �fli7aad the s�1s of 5aid Corrpanies tttis�day af �� - �, 1tl9U�p �,�(Y IMSV ,� Vt98(/� JP �ynvo 4y JP onrory '� VP o¢Qo qy � a�� r`�a �Sa Q �° rFo n a � �l� �� r y9 9�12 � � 19�9 � 4 1�9°t o _��Gj�` tt�+�7Y�'s,AGH�y �a O`�'NApP��$O 'rs, �Naue+* ,da S�. RPneeC ev�el �st�r't�y 9j� * �;t� �'y� * �� ,� * ��a � LMS-�2$73 LMIC DEIC WAkC Mu1ti Co ti2121 � � C DO � N � � O N y M L � �� [0 � a� ay L � o � STAI�T�ARI� GEI�ERAL C�1�1I�ITI�1�S �F THE C�IiT�TRUCTTOl�T C�I�TRA�'T �� CITY OF FbRT WORTFT STANDARDCflNSTRUCTION SPECIFICATION DDCiJMENTS Revision: 8'Z31�1 sT�� GEzv�Ra1, co�vnzT�oNs oF T� coNsTRuc�rroN coN��T TABLE OF COI�TTEliTT5 Page Article 1— Defuaitzans az�d Ternninalogy ..........................................................................................................1 1.01 Defined Terms .......................................................................�....................................................... l 1.02 Terrninology ..................................................................................................................................6 Article2—Preliminary Matters .........................................................................................................................7 2.01 Capies oFDocuinenfis ....................................................................................................................7 2.02 Commencement of Contract Time; Notic� to Proceed ................................................................ 7 2.03 Starting the Work ......................................................................................................�................... 8 2.04 Bafore Starting Construciion ....................................,...............................,...............................,... $ 2.05 PrEcons�ruction Conference .......................................................................................................... $ 2.06 Public Meeting .............................................................................................................................5 2.07 Irutial Acceptance of Schedules .................................................................................................... 8 Article 3— Coniract Docut�ents: Intent, Amend'mg, Reuse ............................................................................ S 3.fl1 Intent .............................................................................................................................................. $ 3.02 Reference Siandards,...... ............................................................................................................... 9 3.03 Reporting and Resolving Discrepancies .......................................................................................9 3.04 Azn.ending and Supplementing CantractDocuments .................................................................10 3,05 Reuse of Document� ..................................................................................... .....10 ....................... .. 3.06 Electronic Data ............................................................................................................................ ll Article 4— Availabiiity of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Pointis ........................................................................................................... l l 4.01 Avai�ability af Lanc�s ..................................................................................................................1 T 4.02 Subsurface and �hysical Conditions ..................................�...,...........................�.......................12 4.�3 Differin� Subsurface or Physical Canditions ...�...,..... ..12 �.04 Undergraund Facil�ies ...............................................................................................................13 4.05 Reference Paints .........................................................................................................................14 4.06 Ha�rdous Environmental Condition at Site ..............................................................................14 ArticleS--- Bands and Insurance ...................................................................................,.................................16 S.O1 Licensed Sureties and Insurers ...........� .................................................�.....................................16 5.02 Parforma.nce, Payment, and Maintenance Bonds .......................................................................16 5.03 Certificates of Insurance ............................................................................................................. I6 5.0� Contractor's Insurance ................................................................................................................ �.8 5.05 Acceptance of BondS and Insurance; Op#ion to Replace ...........................................................19 Article 6 -- Contractor's Respor�sibilities ........................................................................................................19 6A1 Supervision and Suparintendence ...............................................................................................19 CPTY bF FORT WOR7'Ei STAIVDARllCONSTR[JCTION SPEe1FICATION DOCUMENTS Revision: 8?3f1021 � 6.02 6.03 6.04 6.05 6.06 6.�7 6.as 6.a9 6.10 6.11 6.12 b.13 b.14 G.15 6.16 6.17 6.18 6.19 6.20 6.21 G.22 G.23 6.24 Labor; War�g Hours ...............:................................................................................................20 Services, Ma#erials, and Equipment ...........................................................................................20 ProjectSchedule ..........................................................................................................................21 Substitutesand "Or-Equals" .......................................................................................................21 Conceming Subcontractors, Suppli�rs, and O�hars .................................................................... 24 WageRates .................................................................................................................................. 25 PatentFees andRoyaltaes ...........................................................................................................26. Permits and LFtilities .................................................................................................................... 27 LarrTsand Regulations ................................................................................................................. 27 Tax�s .......................................................................... ............................................................2$ Useof Srte and Other Areas .......................................................................................................28 RecordDocurrients ......................................................................................................................29 Safetyand Protectian ..................................................................................................................29 SafetyRepresentative ..................................................................................................................30 Hazard Carrvnunicatian Prograrr�s .............................................................................................30 �mergencies and/or Recfification ............................................................................................... �0 Submittals. ................................................. ........................................ ........ ........................... ....... 31 Gontinuingthe Worlc ....................................................................................................................32 Cont�actor's General Warranty and Guaraniaa ..........................................................................32 Indemn�ieation .........................................................................................................................33 Delegation of Professional Desi�n Services .............................................................................34 Rightto AudiC ..............................................................................................................................34 Nondiscrimination......... .................... ........ ..... .............. .... ...................................... .......... .... ....... 3S Ar�le 7- Other Work at the Si�e .................................... ............................................................................ 35 7.O1 Related Work at Site ...................................................................................................................35 7.02 Coordinafion ................................................................................................................................36 Article8 -- City's Responsibilities ...................................................................................................................36 S.Ol Communicatiians ta Contxactor ...................................................................................................36 8.02 Furnish Data.. ...............................................................................................................................36 8.03 Pay Vt�hen Due ............................................................................................................................ 36 8.04 Lands and Ea�ements; Reports and Tests ...................................................................................36 8.05 Change Orders .............................................................................................................................36 8.�6 Znspections, Tests, anc� Approva�s ..............................................................................................36 8:07 Linaitatioz�s an Gity's Responsibilities .......................................................................................37 8.08 Undisclosed Hazardous Environmental Condi�ion ....................................................................37 8.09 Cornpl�ance with Safety Prograrn ...............................................................................................37 Article 9- Ci�ty's 4bsexvation Status During Construction ........................................................................... 37 9.01 City's Project Manager .. ... ....................................................................................................... 37 9,02 Visi�s to Site ................................................................................................................................37 9.03 Authorized Variations in Work ..................................................................................................38 9.04 Rejecting Defecfiive Work ..........................................................................................................38 9.05 Determinatians for Work I'erformed ..........................................................................................38 9.06 Decisians on Requirements of Contract Dac�m�nts and Acceptability of Work .....................38 c�Tv o� �o�T wox� S'FANDARDCONSTRIICTION SI'F,CIFICAT[ON llOCiIMENTS Revision: 8232p2] Articie IO - Changes zn tIae Work; Claims; E�ra Work ................................................... ..........38 10.01 Auti�orized �hanges in the Work ...............................................................................................38 10.02 Unauthorizec� Changes in the Work ...........................................................................................39 10.Q3 Execution oiChange Orders ..............................................�............................�...�.......................39 10.04 Exira Work ..................................................................................................................................39 10.Q5 Notification to Surety ..................................................................................................................39 10.Q6 Contract Claims Pracess .............................................................................................................40 Article 11 - Cast of the Work; Allowances; Unit �rice 'Work; Pla.ns Quantily Measurement ......................41 1 I.O1 Cost of the Wark ......................................................................................................................... 41 11.02 A�lowances ..................................................................................................................................43 1 I.03 Unit Price Wark ..........................................................................................................................44 l I.44 P�ans Quantity Measurement ......................................................................................................45 Article 12 - Change af ContractPrice; Change of ContractTime ................................................................. 46 12.01 Change ofContractPrice ............................................................................................................46 12,42 Change o�ContractTitne ..........................................................................................�..,.......�......�7 12.Q3 Delays ..........................................................................................................................................47 Ar�icle 13 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work ...................... 4$ 13.01 NoticeofDefects .................�...,................,.......................................................,...................,.....48 13.02 Access to Work ........................................................................�............,...................,.................4$ 13.03 Tests and Inspectinns ..................................................................................................................�8 13.04 Uncovering �Tark ........................................................................................................................49 i3.a5 City May Stop the Work .............................................................................................................49 13.06 Correction or Removal o.f Defective 'Wark ................................................................................50 13.07 Correction Period ....................................................�...................................................................50 13.Q8 Acceptance ofDefective Wark ...................................................................................................51 13.09 C�ity May CorrectDefective Wark .............................................................................................51 Article 14 -Payments to Cantractor a.�d Completion ....................................................................................52 14.01 Schedule of Values .......................................�...,...................................,......................................52 14.02 ProgressPaymen�s ......................................................................................................................52 14.Q3 Cont�actor's Warranty of Title ...................................................�............................�.......,..........54 14.04 Pat-tial LTtilization ........................................................................................................................55 14.a5 Final Znspection ...........................................................................................................................55 14.06 Final Acceptance .........................................................................................................................55 14.07 Final Payment .........................................................................:....................................................56 1�4.08 Final Completion Delayed andPartialRetainage Release ..........................�.............................56 14.U9 Wazver af Claims ........................................................................................................................57 Article 15 - Suspension of Work and Ter�n�ation ....................................................................... .............57 15.01 City May Suspend Work .............................................................................................................57 15.42 City May Terminate forCause ...............................................�...,...........................,...,...,...........58 X5,03 Ciry May Terminat� For Con�venience .......................................................................................60 Article16 -Dispute Ra$olution ......................................................................................................................61 16,Q1 Methods and Procedures .............................................................................................................61 C1TY OF PORT WORTH BTANDAR➢CON57ZtiJCT]ON SPECIF[CATION DOCIJIvI6I�iTS 12evisian: 8?3�1Q2.1 � Article 17 — Mfiscellaneous .................................................................•............................................................62 17.01 Grving Notice .................................................................. 62 17.02 Computation af Tnnes ................................................................................................................62 I I7.03 Cunaulative Rernedi�s ............... . ..............................................................................................62 17.04 Survrval of�Obligations ...............................................................................................................63 I7.05 Headings ......................................................................................................................................63 1� 1. C1TY OF POAT WORTH S"FA3VDARDCONSTRUCTION S{'E.CIFICATION DOCiA�ENTS Revisioa: 8232Q21 oa�aoo-t GENERAL fYJNpITIONS Page 1 of 63 ARTICLE 1— DEFINITION� AND TERNIINOLOGY 1.01 Defined Terms A. Whereverused in these General Conditions or in other Contract Documents, the terms listed below have the meanings ix�dicated whieh are applicable to boih the singular and plural thereof, and w4rds denoting gender shaIl include the inascul�e, feinu�ine and neuter. Said terms are generally cap�aliz�ed or written in italics, but nof always. When used 'm a context consistent with the dafinition of a Iisted-defir�ed terrn, the terin shall Iaave a nneaning as de�med belor�v whether capitalized or italicized or otherwise. In addition to terms specifica�y defined, terms with initial capital letters in the Contract Documen�,s incl�xde referencas to identif'ied articles and paragraphs, and the titles of other docLu�aents or �arms. 1. Add�nda Written or geaphic instrunr�etats isstaed prior to the opening of Bids which clarify, carrect, or ehang� the Bidding Requirements or ihe proposed Contract Documen�s. 2, Agreement—The �ritien instrument which is evidence of the agreezx�ent beiween City and Contractor cavering the Work, 3. Applieation for Payrnent—The farm acceptable to City which is to be used by Contractor during the caiirse of the Wark in requesi�ng progress or %nal paymcnts and which i� to be accompani�d by sach suppor�ing documentatzan as is requ�ed by the Contract Documants. �. Asbestos—Any material �hat contains more than one percent asbestos and is friable ar is releasing asbestos fbers into tYre air above current action le�els established by the United States Occupational Safet� and Health Aclnrainistration. S. Ayvard — Authori�ation by the City Counci� :for t�e Ci�y to enter rnto an Agr�ement. 6. Bid The of%r or praposaI of a Bidder submitted on the presexibed farm setting farth tlie prices for the Wark to be perfox�ned. 7. Bidder The indi�idua� or entity wha submits a Bid directly �o City. 8. .8idding Docurra�rats—The Biddit�g Requirernents and the propased Contract Documents (mcluding all Addenda}. 9. Biriding Requirements—The advertisement or Invitation to Bid, Insbructions to Bidders, Bid security of acceptable form, if any, and th� Bid Form with any supplements. 10. Business Day -- A business day �s defined as a day that �he Ciiy conducts normal business, genarally Monday tl7rough Friday, except for federal or state holidays observ�d by the Ciry. 11. Calendar Day — A c�a� consisting of 24 hoUrs �neasured frazx�. midnigk�t to the next midnight. crrY oF Fox�r wo�z�rx 5TA.IVDARDCONSTRUCTION SPECIFICATI4N DOCUMENTS Revisian: $2�(123 oa�aoa-i GENERALCQN�ITION S Fage 2 af 63 12. Change Order A document, which is prepared a�d approved by the Cily, which is signed by Contractflr and City and authorizes an addition, del�tion, or revision in �he Work or an adjust�raent in the Contract �rice or the Contract Tune, issued on or after the Effective Date �f the Agreement. 13. City The City of Fort Worth, Texas, a home-r�ale municipal corp�ration, autl�orized and charterad under tha Texas State Statutes, acting by its governing body thraugh its City Manager, his designee, or agents authorized under his behalf, each of which i.s reyuired by Charter to perforrrx specifc duties with respons�iiity for final enforoemer�t of t�e cont�aeis involving the City of Fart Worth is by Charter ves#ed au� the Czt� Manager and is the entity with whom Contractor has entered into the Ageement and for whom the Work is to be perFormed. 14. City Attorney — The afficially appoirrted City Attorney of the City of Fort Worth, Texas, or his du�y authorized representati�e. 15. City Councal - Tha duly electe.d and quali�ied governin� body of the City of Fort V�orth, Te�s. 16. Ctty Manage� — Tl�e officially appointed and authorized City Manager af the City of Fort Worth, Texas, or his du�y authorized repre�enta.tive. 17. ConEract CE'aim—A demand or assertion by City or Contractor seeking an adjustcx�.ent of Contract Price ar Contxact Time, or both, or ather relief with respect to the terrns of the Contract. A demand for money or sarvices by a third party is not a Contract Cla�n. 18. Contr�act Tl�e �ntir� and 'mtegrated written document beiween the City and Cozrtractax cancerning the Work. The Contract conta.in.s tkxe Agreenaent and all Ccantract Docurnents and supersedes prior negotiations, representa�ions, ar agreements, whether written or nral. 19. ContractDocuments Those items so designated in the Agreement. AIl items listed � the Agxeement are Contract Dacuznents. Approved Subinitita�s, other Contractor submittal�, and the reports and drawir�gs of subsurface and physical conditions are not Cantract Dociaments. 20. Cont�act Price The moneys payable by City to Con�aetor fox comple�on of the Work in accordance witii the Contract Dacuments as stated in tha Agreement (s�abject to the provisians of Para.graph 11.03 in the case af Unrt Price Work). 21. Cant�act Time—The number of days or the dates stated in the Agreement to: {i} achi�ve Milestones, � any and (u� complete the V47ork sa that it is ready for �inal Acceptance. 22. Co�tractor—The individual or entity with whom City has entered �nto the Agreement. 23. Costof the Work—SeeParagraph I1.01 of these General Conditions for defm�ion. CITY OF �ORT WORTH STAM7ARDCONSTRUCTION SPECIFICATION ]70CtIMBNTS Revisian: 823/i021 00�200-� GENERAL CANDIT ION S Page 3 of 63 24. Da�ge Clai�rrs — A demand far rnoney or servicas arising from i�e Project ar Szfe from a thirc� party, Ciry or Contractar excIusrve of a Contract Claim, 25. Day ar day — A day, unless otherwise defined, shall mean a Calendar Day. 26. Director of �Iviation — The Officially appointed Director of t�e Aviatiot� Department of the Ci�y o� Fort Worth, Texa.s, ar his duly appointed representative, assistant, or agents. 27. Director of PArks and Community Ser�vices — The off"tcially appa�in�ted Duectoar of the Parks and Community Services Department ofthe City of Fort �Jorth, Texas, or his duly appointed re�aresentative, assistant, or agents. 28. Director of Plcrnninga�ad Develapment— The af�cially appoirited Direc�or of fihe Planning and Development D�partment af the City of �`art Worth, Texas, or his duly appointed representatzve, assistant, or agents. 29..Uir�ector of T�anspor�tation Public Works — The of�cially appointed Director af the Transportation Public Works Department of the City of Fort Worth, Texas, or his duly appointed r�pres�n#aiive, assistant, or agents. 30. Director of Water Departmeni — Th� officially appoi�ted Di�ectar of the Water Departmeni of the Ciry af Fart Worth, Te�as, ar his duly appomted representatiive, assista.nt, or agents. 31. Dra�vings That part of t11e Contract Documents prepared ar approved by Engineer which graplucally shows the scope, exient, and charactcr af the Wark to be performed by Coniractor. Su�mittials are not Drawings as so defined. 32, Effective Date of the Agreement—The date indicated in the Agr�enner� on which i� becomes e�fect�ve, hut if no such date is indicated, i� means the date on wluch the Agreezrient is signed and delivered by the ]ast of the tvva parties to sign an�1 daliver. 33. Engi�reer The licensed prof�ssiona� engmeer or engmeering f�rn registered in the State of Texas performing pro%ssional services foz• the City. 34, Ext�a Wo�k — Additional work rnade necessary by ck�anges or alterations of the Contract Dacu�x►ents or of quantities or for other reasons for which no prices are provided in the Con�ract Documents. Extra work shall he part of ih� Work. 35. Faeld Orde�--A wvritten order issued by City which requ�es changes in the Wark but �luch does not invQlve a change in the Coni�'act Price, Contraet Time, or the intent of the Engmeer. Field Orders are paid frorr� Fie1d Ordex Allawances zncarpoarated irrto tY�e Contract by funded work lype at the time of award. 36. Final Acceptance —`I'he written notice gi�en by the Ciry to the Contraetor that the Work specified in �he Contract Documents has been completed to the satisfaction af th� �ity. CTI'Y OF FORm W�ORTH STANDARDCONSTRdCTiON SPECITICATION DOCTJMENTS Revisioa:8�3/2(pl ' 0�7200-I G�NERALCAN�ITIOIJ S Page 4 of fi3 37. Final Inspectian -- Inspection carriad out by the City to verify thai the Coniractor has completed the Work, and each and every part or appi�tenance thereo% iully, entirely, anc� in conformance with the Cont�act Dacurraents. 38. General Requirements—Sections of Division 1 of the ContractDoc�ments. 39. Haza�dQus Envi�onrnental Condition The presence at the Site of Asbestos, PCBs, �'eixaleum, Hazardaus Waste, Radioactiv� Material, or oiher materia�s ni such quantiiies ar circtzrrastances that may present a substantial danger ta persons or property �xposed thereto. 40. Ha�ardous YT�'a.ste Hazardous waste is defined as any solid waste listed as ha�ardous or possesses one or inore hazardous characteristics as defined in the federal waste regt�Iations, .. as amendec� from tim� ta tima. 41. La�vs and Regulations Any and all applicable la.ws, rules, regulations, ordinances, codes, and orders of any and all governn�ental bodies, agencies, au�horities, and courts having jurisdiction. 42. Li�ns--Charges, secur�.y interests, or encumbrances upon Projeat funds, real property, or personal praperty. 43. Major Iterv�t— An Item of work included in the Contract Documents that has a total cost equal to or greater than 5% af the original Cnntract Price ar $25,OU0 whichevar is 1ess. 44. 11�lilestone A principal event specif'xed in the Cantract Docurnents re�.ting to an intermedia.te Coniract Time prior io Final Acceptance of the Work. 45. Notiee af Awa�d—The written notice by City to the 5uccessful Bi�der stat�ng ihat upon timely corinpliance by fhe Successf�l Bidder with tl�e conditions precedent listed therein, City wi11 si�n and deliver the Agreement. 46. Notice to Prnceed—A written notice given by City to Contractor fn�ing ihe date on which fhe Contract Time will commence to run and on which Contractor shall start to perfornt f3te Wark specified in Contxact Docuaxaents. 47. PCBs—Polychlorinated biphenyls. 48. Petroleum—Petrolcum, includ'mg crude oil or any fraction thereof which is liquid at standard condifions af temperature and press�are (60 degrees Fahrenhert and 14.7 pounds per square irich absolute}, such as oi� petroleum, fuel oi� o�] sludge, oil refuse, gasoline, kerosene, and oil mixed with other non-Hazardous Waste and crude oils. 49. Plans — See defmition of Drawings. CTI'Y OF FORT WORTH STANDARDCONSTRUCTION SPECCFICATION I]OCtIMENT5 Revision: 8�L3/102i ao�zoa�i ��NEt��cor�n�r�oNs Page 5 of 63 50. Project Schedule A schedule, prepared and maintained by Contractar, in accardance with the General Requirements, dascribing ths sequence and duration of the activiti�s comprising the Contractor's plan to accamplish the WQrk within the Contract Time, S1. PYoject—The Work to be perforrned under the Confract Dacurr�ents. 52. Project Manager The auth�rized representative of tt�te Crty who will be assigned to the Site. 53. P�cblic 11�eeting — An annaunced meeting conducted by tha CiCy to facilitate public participation and to ass�st the public in gaining an inforrned viev�r of the Project. S4. Radiaactive Material�ource, special nuclear, or byp�oduct mater�al as de�u�ed by the Atamic Energy Act of 1954 (42 USC Section 2011 et seq.) as atx�ended fram time to time, 55. Regular �orking Hoac�s —Hours beginning at 7:00 a.m. and end'mg at 6:00 p.m., Manday tl�u Friday (exciudir�g Iegal holidays}. 56. Samples—Physical examp�as of ma�aria�s, aquipment, or workmanship that �ra �epresentative af some portion of �he VVork and which establish the sfandards by which such partian of the Work will be judged, 57. Schedule of Submittals—A, scheduIe, prepared and maintained by Contractar, of required submittals and the time requirerrient� to support seheduled perfot�€nance of' related construc�ion activities. SS. �5'chedule of Yalues—A scheduIe, prepared and maintained by Contractor, allocafiing portions of the Contract Price to various portioz�s of the Work and used as the basis far reviewing Contractox's Applications far Payment. 59. Site--La�ds ar areas indicated in the Contract Documents as being fUrnished by City upon which thc Wark is to be performed, includ�ng rights-of-way, per�nrts, and easement� �or access thereto, and such other lands furnished by City which axe design,ated for tk�e use of Cantraciar. 60. Specifications That part of the Canixact Dacurnents consisting of writ#en requiu-ern.ents �or rnaterials, equipznent, systems, standards and worlanansl�ip as appl'red to the Work, and c�rtain admuvstratrve requirements and procedural matiers applicable thereto. Specifcations may be specificall� made a pa.rt of the Contract Dncuments b� atta chment ar, ii not attached, may be incorporated by reference as mtiicated in the Table of Cantents (Divisian QO 00 00) of each Paroject. 61. Suhcontractor An individual or entity having a direct contract with Conixactor or with any other Sub�ontractor for the performanca of a part af the Work at the Srte. CITY OF FORT WORTH STANDAR.DCONSTRUCTION SPECIFICkTION DOCiJIv1ENTS Itevision: R?3e2D21 007200-1 GENERAL CONDITION 5 Page 6 of 63 62. Submittals—AU drawings, diagrams, illustrations, schedules, and other data or infarmation �hich are specificalIy prepared or assemblad by or for Contractor and submittied by Contractor to i�usirate sonr�e portion o� ihe Work. b3. Substantfrxl Cona�letiot� — The stage � the progress af the Project when the Work i� sufficiently �amplete in accordance with the Contract Documenis for �inaI Inspection. , 64. Succe�ssful Bidder The Bidder sUbmitting the lowest and mos� responsive Bid ta whom City makes an Award. b5. Superintendent— The representative of the Contractor v�ho is available at aA tu�n.es and able to receive instrucnons fram the City and to act far tha Contractor. 66. Supplementary Condition�That part of the Confiract Documents which amends or supp�emen�,s_ these General Conditions. 67. Supplie� A manufacturer, fabricatar, s�pIier, distributar, mater�a}man, or vendor having a d�ect con�act with C4n�actor ar with any Subcontractor ta fiu-nish ma�erials or equipm�n� to be incazparated ir� the Work by Con�ractor or Subcon�ractor. 68. Underground Facilities—All underground pipelines, conduits, ducts, cables, wires, manholes, vaul�s, tanks, tunnels, or other s�eh facilities or attachments, and any encaseme�s containing such facilities, including bui nat lim�ed ta, thosc that convey elec1�icity, gases, steam, liquid pet�roieum products, telephane ar o�her cornrnunicat�ans, cable television, water, wastewater, storm water, other liquids or ch�emicals, or traffic or other cantrol systems. 69 UnitPr�ice Work—See Paragraph 11.03 of thesa General Conditions for de�mi�ion. 7�. Weeke�ad WorkingHours— Haurs begiu�ni�ag at 9:00 a.�. and endir�g at 5:00 p.na., Saturday, Sunday or 1ega1 holiday, as approved in advance by the City. 7f. Work—The entire construc�ian or the r�arious separately identifiable parts thereairequu�ed to be provzded under #he Contract bocuments. Work includes and is the result of perforzning ar providing all labor, services, and dacunnentation necessary to produce such construction including any Change Order or Field Order, and furnishing, instaUing, and 'mcorporatir�g al1 materials and equipment into such construc�ion, all as required by the Coniract Documents. 72. YYo�king Day— A wor�ng day i� defined as a day, nofi including Safiurdays, Sunclays, or legal holidays autharized by ihe City for contract puzposes, in which vveather or other conditions not under the con�ral of the Contractor will permit f.he performance of the principal unit Qf work underway far a conti�uaus periad of not less than 7 hours betrvEen 7 a.m. and 6 p.m. 1.02 Te�rninology A. The vvards and terms discussed in Paragraph 1.02.B through E are not defined but, when used in �e Bidd�g ReqUirernents or Contract Documents, hava iha indicated m0aning. B. Intent of Certain Terms orAdjectiues: CITY OF FORT V�lORTH STA3�Ti?ARDCONSTRUCTION SPECIFTCATION 170CT1MENT5 Revision: 8232021 oo7zao-f G�N�RALOONDITEDN 5 Page 7 of 63 1. The Contraot Documents includa the tertns "as aIlowed," "as appraved," "as orderad," "as directed" ar terms of like ei%ct or import to authorize an ex�rcise of judgment by Ciry. In additian, the adjectives "rea$anable," "suitable," "acceptable," `�roper," "satis.factory," or adjectives of l�ke effect or innport are used to describe an action ar dete�mination of Ci�ty as to th� Work. It is intended tl�at such exerczse of professional judgn�ent, action, ar determination will be solely to evaluate, m generaI, the Work far compliance wzth tl�e informaiion in the Contract Documents and with the design concept of the Project as a funetianing whole as shown ar indicated m the Contract Documents (unless Yher� is a�peci�c stat�ment indicating otherwise). C. Defec�'ve: 1. The word "defectrve,' when modifying ihe word "Work,°' refers to Work that i� unsatisfactory, faulty, ar deficient in that it: a. does not confQrm to the Cantracti Documents; or b. does not meet the requirements of any applicable inspec�tion, reference standard, test, oz' approval raferred to in the Contraat Documen�; or c. has been damaged prior to C�ty's wri�ten acceptance. D. Furnash, In,stall, Perform, Provide: 1. T�� WpS'CI "Furnish" ar the word "Install" or th� word "Pe.rform" or the word "Provide" or the ward "Supp�y," or any cornb�nation or similar directive ar usage thereaf, shaII xx�ean fiunishing and incorporating iri the Work including alI necessazy ]abor, materia�s, equipment, and everything necessary to perforfn the Work indicated, unless specifically limited in the cantext used, E. Unless stated o�erwzse in the Contract Do�uments, words or phrases that ha�e a well-known technical or construction industzy or trade meaning are used in the Contract Dacut�.aents in accordance vvitih such recognized meaning. ARTICLE � — PREI�IMINARY MATTERS 2.01 Copzes of Dacurnents Ciry shall fUrnish to Contractor one {1) ariginal executed copy and ane (1) electronic copy of the Contract Documents, and four (4) additional copies of ti�e Drawiu�gs. Additianal copies will be fuinished npon req�est at the cost of reproduction. �..02 Co�2rtt2ncement of CantractTime; Notice to Pt�oceed The Con.�ract Titne will cammence ta run on the dax indicated in the Notice to Praceed. A Notice ta Proeeed may be gi�en no earlier than X 4 days after the Effective Date of the A�eement, unless agreed to by both parties in wri�ing. CTI'Y qF' F�AT WORTH STAIVDARI7CON5TRUCTI�H SPECIFICATION DOCUMENTS Revision� 811;�121 oa�zoo-i ��NEw�c�No�T�o� s Page S of 63 2.03 Starting the Wo�k Contractor shall start io perform the Wark on the date �vhen the Cont�act Time cornm�nces to run. No Work shall be done at the Srte prior to the date on which the Contract Tnne commences to run. 2.04 Before StariingConstruc�+ion Baseline Schedules: Submit in accordance with the Contract Documents, and priar to startung the Work. 2.Q5 Preconsiruction Corrference Before any Wark at the Site is started, the Contracior shall attend a Preconstruction Conference as specified in the ContractDocuments. 2.46 �'ublic Meet�ing Contractor may not mobilize any equipment, materials or resources to the Site prior to Con.tractar attending the Public Meetirzg as scheduled by the City. 2.Q7 Ina�ial'Acceptance ofSchedules No progress payment shall be made io Contractor until acceptable schedules are submitted ta C� in accardance withihe Schedule Speeification as pravided in the Contract Documents. ARTICLE 3— CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Daeument� are complemen�a.ry; �rhat is required by one is as binc�ing as if' required by alL B. It �s th� int�nt of th� Contract Documents to describe a functianally comp�ete praject (or part thereo� ta be constructedin accordance withfha ContractDocuments. Any labor, doeumentaiion, services, materials, ar equipzx�ent that reasQnably rnay be inferred from the Contract Docurnents a� from prevaiIing custom or trade usage as bei�g reyuir�d to praduce the indi�ated resvIt will be provided whether or not spec�caUy called for, at no additional cost to City. C. Clarifcations and interpretations of the Contract Dacuments shall be issued by Ci�. D. The Sp�cifications may vary in foram, foz�nat and siyle. Some Specification sections may ba written in varying degrees of streamlined or declarative style and sQme section� may be relatively narrative by compari�on. Omission of such words and phrases as "the CQntractor sha11," "in CQ�OPIl1lt� Wl�l," "aS S�IOWri," OT' "�S S]?�C��C�" aP8 intentional ICl S�P�aT1711T1eC� S�Ct1D115. Omi�ted words and phrases shall be supplied by iaference. Sicnilar 4ypes of provisions may appear in various parts of a sectian or articles within a part depen.dir�g an the format of tl�e CITY OF FpRT WORTH STANDARDCONSTRUCTION 5PECIFICATION DOCUMENTS Revision: 8�73/2021 ao�zoo-� GENERAL CON� ITION S Page 4 of 63 section. The Contractor shalI not take advanfage of any variation oi form, farmat ar style in rnaking Contraci Clairns. E. The cross re�er�ncing of spec�catiaii sections urider the subparagraph heading `�telated Sections include but are not necessarily limiied to:" and elsewhere within each 5pec'�f'ication section is provided as an aid and convenience to the Cantractor. The Contx'actor shalI not r�ly Qn the cross referencir�g provided and shalI be responsible ta coordinate tY�� entire Work under the Contract Documents and provide a camplete Project whether or not the cross referencing is provided in each section or whether or r�ot the cross referenci�.g is camplete. 3.02 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference ta sta�ndards, specifcatians, manuals, or codes of any �echrucal society, organization, or association, or to Laws ar Regulations, whether such reference be specific or by unplzcation, shall mean ihe standard, specif"icatian, manual, code, or Laws or Regu�a.tzans in effect at the titne of opening of Sids (or on tha Effec�ive Date oF the Agreement if there were no Bids), except as inay he otherwise specificalIy stated in the Con1x'act Documenis. 2. No provision. o� any such standard, specification, manual, or code, ar any instruc�ion of a Supplier, shall be efFective to change the duties or respon��bilities of City, Contractor, ar any oFtlieir subconi�actors, consultants, agents, or employees, firorn those set forth it� the Contract Documenfs. No such provision or instruction shall be effeciive to assign to City, or any of its officers, d�eetors, members, partners, employees, agents, consu�tants, ar subcontractors, any duty or autharity ta supervise or direct the performance of tY�e Work or any duty or authori�y to undertake responsibility incansisten.t wifh the provisions of the Con#ract Docurr�ez�ts. 3.03 Reporting and ResolvingDiserepancies A. Reporting Discrepancies: Contracto�'s Review of CantractDocun�ents Before Starting Work: Before undertaldng each part af the Work, Co�zt7ractor shall carefully study and campare the Contract Documents and check and �erify pertinent �gUres therein against all applicable fieId measurez�aents and conditions. Cantracior sl�u promptly report in writing to City any conflict, error, ambiguity, ar discrepancy which Confractor discar�ers, or has actual knowledge of, and sha11 obtain a writken interpreta.tion ar clarification from City before proceeding vvith any Wark af%cted thereby. 2. �ontractor's Revie�v of Contract Docunzents Dur�ingPerforma�ee af Work: I�, durit�g the perf�orrnance of the Work, Cont�actar diseovers any conflict, error, aznbigui�y, or discrepancy within the Contract Documents, or between �h� Cnntract Documents and (a) any applicabla Law or Regulation ,(b) any standard, specification, manual, or code, ar {c) any instruction of any Supplier, then Con�ractax sha11 pramptly report it to City in writing. Contractor shall not proceed vvith the Work affected thereby (except in an eznergency as required by Paragiraph CITY OP FORT VJORTH STANDARDCQN9TRUCTION SP�CIFICATION I}qL`i7MEN"['S Kevi s i on: 8�L3l�(i'1.1 oo�aao-� GENERAL CAN�ITION 3 Page ] 0 af 63 6.17.A) unti�l an anra�ndment or supplement to the Contract DocUments has been issued by one of t�e methoc�s indicated in Paragraph 3,a4. 3. Contractor shall not be liable to CiEy for fa�tire to report any conflict, error, arribiguity, or discrepaney � the Cantract Documents unless Cont�actax had actual knowIedg� thereof. B. Resolving Di.�c�-epancies: � 1. Except as z�aay be otherw�se specifically siated in tha Can�ract Documents, the pravisions of the Contract Documents shall take precedence ir► resol�mg any conflict, error, a�nbiguity, or discrepancy be�ween the pravisions of the Contract Dflcuments and the provisions of any Standard, specification, manual, or the insi�'uction of any Supplier {whether ar not specifically _ iz�corporated by reference in the Cantract Docum�ntis). 2. In case of discrepancies, fgured dimension.s shall govern aver scalad dimensions, Plans shall gov�rn aver Specifications, Supplementary Conditzon.s sha�1 gavern over General Canditions and Spec�cations, and quan�i�ies sHown an the Plans shall go�ern over those shown in the proposal. 3.04 A�r2ending and S�applernenting ContractDocuments A. The Contraci Documents may be amended to provide for additions, de�etions, and revisions in the Wark or to modify the terms and conditions theraof by a Change Order. B. The requirements of the Contraci Documents may be supplernented, and mi�or variations and d�viatians in the Work nat irivolvirig a change in Con�ract 1'rice ar Contract Tima, may be authoxized, by one or more of the fallowing ways: 1. A Field Order; 2. City's review of a 5ubmittal (subject to the provisions of Paragraph b.18.C}; or 3. Ciky's vv�itten �aterpr�tation or clarificatio�. 3.05 Reuse ofDocuments A. Gontractor and any Subcontractor or Supplier shall not: 1, have ar acquire any titIe to or ownership rights in any of the Drawings, Specifica�ians, ar other documents (or copies of any thexeo� prepared by or bearing the seal of Engineer, including electronic media editions; ar 2, reuse any such Drawings, Sp�ciiications, oiher document�, or capies thereof on exten�ions af the Project or any other project withou� written consent of City and specific writtenverifcation ar ada.ptation by Enginear. C1TY OP FORT WORTH STAiQDA[tDCONSTAUCTIDN SPECIFICATION DOCUMEN'I'S R�vision: 823lID21 oo�zoo-� GEN�RALCQNCIITIQNS Page 11 of 63 B. Tl�e prohi6itions of this Paragraph 3.05 v�ill survive fu�al paytnent, or termination of the Cont�act. Nothing here� shall preclude Confractor from retaining copies of the Contract Dacurnents fox recoard purposes. 3.46 Electronic Data A. Un.Iess otherwise stated in tihe Supplementary Conditions, the da�a furnished by Czty or Engineer to Contractor, or by �ontractor ta City or Engineer, that may be relied upon are iimited to the printed copies included 'm the Contract Documents (aIso knor�vn as hard copies) and other �p�cifications re%renced and located an the City's an-Iine elecfixonic docum�nt management and collaboration systeta�. site. Files in electronic nnedia �oxmat of text, da.fia, graphics, or other types are furnished only far the convenience of the recei�ing party. Any conclusion or informatian obtained or derived frorn such electronic files �vill be aithe user's sole risk. Ifthere is a discrepancy between the electronic files and the hard copies, ihe izard copie� gavern, B. Whan transfe.rring doci.nnents in electronic. media %rmat, the fransfarring party rnakes no �epresentations as to loilg ierm compatbility, usability, or readability of doc�.nnents resulting from tk�e use o£ software application pac�kages, operating systems, ar cainputer hardware differing fram those used by th� data's cr0ator. ARTICLE 4— AVAILABILITY OF LANDS; Si1BSiIRFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRQNMENTAL C�ND�T[ONS; REFERENCE POINTS 4.01 AuailabalityofLands A. Czty shall furnish the Si�e. City shall notify Contractar of any encumbrances or restrictions not af general application but specificaily related to use of the Site witlz which Coniractor must connply in p�rforming the Work. Cit� will obtam m a tgnely manner a�d pay far easernents for permanent structures or permanent changes in existing facilities. 1. The Cily has obtained or an�icipates acquisition of andlor access to right-af-way, and/or easements. Any autstanding right-of-way and/ar easements are anticipated to be acquired in accordance vaiththe schedule set �orth in tl�t� Suppl�menfary Conditions. The Project Schedule submitted by t�e C.oniractor in accordance with the Contract Docurnents rnust eonsider any outsta.nding right-of-way, andlor easements. 2. The City has ar anticipates removi�g andlor re�ocatin.g u�ilrties, and abstruct�ons to the Site. Any outstand'mg remo�val or relocation of utilities or obstruciions is anticipated in accardance with the schedula setforth in ihe SuppI�mentary Conditians. The Project ScheduIe subrn�itted by tha Conixactor nl accordance wit.� the �ontract Documents must consider an� outstanding utilities or abstructions to be removed, adjusted, and/ar relocated by o�hers. B. Upon reasonable written request, City si1aI1 furnish Contractor with a curz�ent stateznent of record Iegal ti�le and legal description nf the lands upon which the Work is to be perfortned. CITY OF FORT VJORTH STANDARDCONSTRUCT[ON SPECIFICRTION DOCLIMENTS Revisian: W23(1Q21 �07200-] GENERAL CANDi710N S Page 12 of 63 C. Coniractor sha11 provide fox all additional lands and access thereto tlaat znay be required far construction faci7ities or storage of materials and equipmant. 4.02 Subsu�face and Physical C'onditions A. �eports and Drawings: The Supplennentary Conditions identify: 1. those report� known to City of explorations and tes�,s of subs�irface conditions at or contiguous to the Site; and 2, thase drawings lrnown to C�.y of physical canditions relating to existung suxface or subsurface st-iructures at the Site (except Underground Facilities). B. Lirnited Reliance by �ontractor on Technical Derta Authorized: Contractor may rel� upon the accuracy of tlte "technica� data" contamed in such reports and drawir�gs, but such reports and drawuags are not Coniract Documents. Such "techn�ical data" is identified in the Supplemen.tary � Conditions. Contractar may not make any Contract Cl�im against City, or any of their offcers, directors, rnernbers, parf,�ers, employees, agents, consuliants, or subcon�ractars with respect to: '' 1, tk�e completeness a� such reports and drawings for Contractor's purposes, irzcludit�g, but not Iuni�ed to, any aspects of th.e �aeans, methods, techniyues, sequences, and procedures of construetion to be employed by Contractor, and safety precautions and programs incident tk�ereto; or 2. other data., interpretations, opinions, and in£ornnation contain�d 'm such reports ar shown ar indicated in sUch drawings; ar 3. any Contractor irtterpreta.tion of or conclusion dra�vn from any "technical data" ar any such other data, mterpretaiians, opinions, or information. 4A3 DifferingSubsurface o� Playsical Candition.r A. Notic�: If Contractor believes that any subsur�'ace or physical condi�ion that is uncovered or re�eaied either: 1. is of such. a nature as to establish that any "technical data" on which Cor�tractor i� entitIed to rely as provided 'm Paragraph 4.02 is materially inaccuraie; ar 2, i� af such a nature as to require a change in the C�ntract Documents; ar 3. d�fers materially fronn that shown or indicated iri the Gor�txact Documents; or 4. is of an unusual nature, and differs mat,�rially from conditions ardinarily encountered and generally recognized as inh�rent in work af the character pro�ided for in the Contract Documents; CITY OP PQRT WORTH STANDARDCONSTRUCTION �CCFICATION DOCUMENTS Revision: 823/2f}21 oo�zoo-i GEN ERAL OONO I T 10 N S Page ] 3 of 63 th�n Cnntractor shall, promptly after becam,ing aware thereaf and before furthex d'zsturbing the subsurface or physical cor�ditions or performing any Work in corinection therewith (except in an emergency as required by Paragraph 6.I7.A), notify City in writing about such condition. B. Possable Price a�dTir�aeAdjustrnents Contractor sha.11 not be entitled to any adjusknent in the Contract Price or Cont�aet Titne i� 1. Contracior lcnew of the e�stence of such eonditions at tk�e tu�ne Contractor made a%na.I commihnent to Ciry with respect to Cantract Price and Coz��ract Time by the sub�nission af a Bid or becoming bound under a negatiated eontract; ar 2. t�ae existenee of such condition could reasonably have been discovered or rev�aled as a r�sult of t�e examination of the Contraet Documents or the Site; or 3. Contractor failed to give the v�ritten natice as required by Paragraph �.Q3,A. 4.04 UndeNground Facilities A. Shown or Indicated.• Tha ir�£ortnaiion and c�aia shovvn or indicated in the Contract Documents wi� respectto existirig Underground Fac�ities at or contiguous to ihe Siie is based an information and data furnished to City or Engin�er by the owners af such Undergraund Facilities, including City, or by others. Unless � is otherwise expressly provided in the Supplement.�.ry Condi�ions: 1. City and Engineer shall nat be responsihl8 far the accuracy or cainpleteness of any such information or data provided by oihers; and 2. the co.st of alI of the following wiIl be included in tbe Contract Price, and Confractar shali have full respQnsibility far: a. reviewing and checkir�g aU. such informa�ion aa�d data; b. locatuag aIl Underground Facilitie� shovvn or indicated in the Contract Documents; c. coardinaiion and adjustment of the Work with the owners o� such Underground Facilities, including City, during const�uction, and d, the sa%ty and protection of all such. Undergraund Facilities and repairing any danaage thereta resu�ti�g from the Work. B. NotShow�a oNTndicated: 1. If an Underground Facility which conflicts with the Work is uncovexed or re�ealed a� or contiguous to the Site which was not shown or indicated, or not shown ar indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware tk�ereof and before further disturbing conditions affected therehy or performing any CITY OF FORT WORTH STANDAIiDC�FVSTRilCTION SFECIFICATION 170CUMENTS Ravisian: 8�2.3/�021 oo�zao-i �ENE�aico�oirioNs Pege ] 4 of 63 Woxk in connectian there�ith (e�cept in an ennergency as required by Paragraph 6.17.A}, ident�'y the owner of such Underground FaciI�y and give notice ta that owner and to City. City wili review the discovered Underground Facili�y and determine the ext�nt, ii any, to which a change may be required in �he Cont-ract Documents to reflect and document the consequences of the existence or locatian of the Unc�erground �acility. Contractar �hall be responsi�le for the safety and protection of sUch di�covered Underground Facility. 2. If City cancludes that a change in the Cantraci Documents is required, a Changa Order may be issued to reflect and document such consequences. 3. Verif'�caiion of existing utiliiies, struc�ures, and service lines shall irnclude not�cation of all trtili�ty companies a minimum of 48 haurs in ad�ance of construction including exploratary excauation if necessary. 4.05 Reference Poinis A. City shaIl provide engineering surveys ta establish xeference points far construction, which in City's judgmeni are necessaryto enable Contractor to proceed wiih the Work. Ciry will provide canstruction stakes or other customary method of marking to establish line and grades far roadway and utility construction, centerlines and benc�in�arks for bridgework. Contxactor sha�l protect and preserve the established reference points and properiy monuments, and shall make no changes or relocaiions. Contractor shall report to Ciry whenever any reference point or praperty rnonument is lost or destroyed or requires relocation becausa of necessary changes � grades or laca�ions. Th� City shall be responsibta for tY�e replacement or relaca�ian of re�erence points or praperty monurzaents n.ot ca.relessly or willfully dest�oyed by the Contxaator. The Contractar shall notify City in advance and with sufficient time to avaid delays. B. Whenever, in the apinion af fhe City, any reference point or monument has beez� carelessly ar wiU�ully destroyed, disturbed, or removed by the Contractor ar any of his ennplayees, the full cost for replacin� such points plus 25% wiI1 be chargedagainst the Contractor, and tha full amount will be d�ducted from payment due tl�� Cantractor. 4.06 Hazc�rdousE�tvironmental eanditianatSite A. IZepot�ts and D�cnvings: The Supplernentazy Conditians identify those re,ports and drawings known to Ci�y relat�ng to Hazardous Environmental Canditions that have been identifi'ied at the Site. B. Lifni�ed Reliance by Cont�actor� an Technical Data Authorized: Cantractor rr�ay rely upan the accuracy af fhe "technical data" contained in such reports and drawings, but sUch reports and drawings are not Contract Documents. Such "technicaj data" is identifed in the Supplem�ntary Condiiions. Cantraciar may not male� any Contract Claim agai�st Ci�y, or any o� their offcers, dir�ctars, members, partners, employees, agents, consultants, or subconCractors with respect to: the eompleteness af such reports and drawings for Contractor°s purposes, inoluding, but not limited to, any aspeets of the maans, methods, techniques, sequences and pranedures of C1TY OF FORT WO1�TH STANDARUCOMSTRUCTION SPECIFICATION DpCCTMF.NTS Revision: 8�121 oo�zoo-� GE�lERALCDNDI710N S Page 15 of fi3 const�'uctian to be employed by Contractor and safety precautions and programs mcident thereto; or 2. other data, interpretations, opinions and �infoz�zxaation coniained � s�ach reports or shown or indicat�d in such drawirigs; or 3, any Contractor interpretation of or conclusion clrawn from any "�e.chnical data" or any such ather data, interpretations, opinions or information. C. Cantractor shall not be responsible fnr any Hazardous Environmental Condi�ion uncovered or revealed atthe Site which was not shown or uldicated in Drawings or Specif'zcations or identified in th� Contract Documents to b.e witl�in the scope of the Work. Coniracior shall be responsible far a Hazardous En�vironmental Condition created wiih any mater�als brought to fil�e Site by Contractor, Subcontractors, Suppliers, or anyone else for whorn Conf�actor is responsible. D. If Contractor encounters a Hazardous Environmental Condition ar ii Contractor ar anyone for whom Contractar is respansible creates a Hazardou� Environmental Candrtion, Con�ractor shall unmedrately: (i} secure ar ot�aerwi�e isola#e s�ch c�ndrtion; (u) stop aIl Wark m connection with such co�dition and in any area affected theraby (except in an emergancy as requirad by Para�raph 6.17.A); and (iri) nati�y Cit� (and promptly thereafter confirm such notice in wriCing). City may conside�' t,�e necessity to retaui a qualif'ied expert to evaluate such condition or take corrective action, �f any. E. Contractor shall not be required to resurne Work in connection tivi�kh such condition or in any affect�darea uni� after City has obtained any required permits related thereto and delivared written notice to Contractor: (i) specifyirig that such condition and any affected area is ar has been rendered suitable fax the resurnption af Work; or (u) spec�ying any specia.l candztions under which sucla Work �aaay be resumed. F. If afier receipt of 5uch written notice Contractor does not agree to resume such Work based an a reasonable b�Iief i� is unsafe, or does not agree to resume such Warkunder such special conditions, then City may order the portion of the Work that is in the area affeetedby such condi�ion fia be deleted firom the Work. CiLy may have such deleted portion of the Work perfarmed by City's awn forces or others. G. Ta the fullest extent permitted by .Laws and Regulations, Contractor shc�ll rnderrma� and hol� harmless City, from and agarnst all cl�ims, costs, losses, and c�amages (including but not limited ta all fees and charges of engineers, a�chitects, atta�neys, and other professionals and all cau�-t or a�^bitration or ather dispute resolution costsJ arising out of ar t�elati�g to a Hazardous Envi�onrrrental Conditinn created by Contractoror byanyonefa�whor�tConf�actor isresponsible. Nothing in thrs P�ragraph 4. 06.G shall obligcrte Contr�rctot� to indemn ��ny individual or entily from �rnd against the consequences of that indivrdur�l's a� eniity's own neglrgence. H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Enviroru�nental Condrtion uncoVered or rev�aled at th� S.ite. CITY O�' FORT WQRTH STANDARDCONSTRUCT]ON SPECIF[CATION DOC[JMENTS Revision: 823/Xl2] Q0724b-1 GENERAL CON�ITION 5 Page I6 o€ 63 ARTICLE � — BONDS AND INSURANCE 5.01 Licensed 5ureties a�dlnsurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contraetor shail be obtai�ed fram surety or insurance campanies that are duIy licens�d or authorize d in the State of Texas to issue bonds or unsurance policies %r the limits and coverages so required. Such surety and insurance companies shall also zx�eet such additional requirements and qualif�cations as may be provided in tn� Supplernentary Conditions. 5.02 Performance,Payment,andMaintenanceBond,s A. Contractor shall furnish performance and payment bonds, in accordanee wifi.h Te�.s Government Code Chapt�r 2253 or successor statute, each in an amoun.t eqUal to tlae Contract Price as seourity far the Faitl�ful performance and payment of all of Cantractar's obligations under the Contract Docurnents. B. Contractor shall furnish maintenance bonds iz�. an amount equal to the Contract Price as security to protect the City against any d�fects in any portzon of the Work dascrbed in the Contract Documents. Maintenance bonds shaIl remain in effect for two (2) years after the date of Final Accepta.nce by �.ae Ci�ty. C. All bonds shall be m tl�e form prescribed 6y the Cont�act Documents except as pro�ided otherv�ise by Laws or Regulatinns, and slzall be executed by such sureties as are named 'm the lis� of "Cox�npazai�s Hold'uag Certificates of Aut�ority as Acc�ptable S�ax�eties on Federal Bonds and as Acceptahle Reinsuring Companies'' as published in Circular 570 (am�nded) by the �'ir�ancial Management Service, Sur�ty Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent ar aitorney-in-faei must be accornpanied by a sealeci and datad pawer of attorney which shall show that it is effective on the date the agent or attorney-in-�act signed each bond. D. Iftha surety on any band furnisned by Contracto�r is c�eclaz�ed bankrupt or becaznes insolvent or �s right to do busin�ss is terrninated in the State of Texa� or it ceases to meet the requirements of Paragxaph 5.02.C, Contractor shall prompfily notify City and shall, within 30 days aft�r the event gi�ing rise to sUch notif'�cation, provide another bond and si.trety, bofih of whicl� shall comply with. the requirernents of Paragraphs 5.01 and SA2.C. 5.03 Cer�tdficates af Insa��nce �ontractor shaIl deliver ta City, with capies to each additional insured and lass payee identifed 'm the Supplementary Gonditions, certificates of insurance (otl�er e�+idence of insurance requested by City or any other addicional insured) in at least the min�num amount as specified in the Supplemantary Canditions which Contractor is required to pirrchase and rnaintain. The cert�'icate of insurance shall dacument the City, anda�l ident�ed entikies,named in the Supplementary Conditions as "Addi�ional Insured" on all liability policies. CITY OF FORT WOR'I"H 3TA3dT3ARDCONS'FRUCTION SPECIFICATION DOCUMEN'PS Revision: 823/2021 ao�zoo-i GENERALCflN�ITIQNS Page 17 of 63 2. The Cnn�ractor's genaral liability insuranca shall �iz�clude a, "per project" or `�er location", endorsement, which shalI be identified in flie certif'icate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to hind co�verage an beha�' of the insure d, be complete in. i�s enti�ety, and shaw co�nplete insurance caYri�r narnes as listed in the current A.M. Besi Praperty & CasuaIty Gtizide 4. The insurers for all policies must be Iicensed and/or approved ta do busines� in the State of Te�s. Except for workars' compensation, all insu�rers must have a minimum rating af A-: VII in the curr�nt A. M. Best Key Rating Guide or haee reasonahly equivalent financial stxength and solvency to the satisfaction �f Risk Managernent. If the rating �s balaw thai required, wr�itfen appro�al af City is required. 5. Ali appiicahle policies shall include a Waiver af Subrogatian {Rights of Recove�ry) in favor of ihe City. In addi�ian, the Contractar agrees to waive all rights of subrogation against ihe Engineer (if applicable), and each addi�ional insured identified in the Supplernentary Conditions 6, Fai�ure of the Ci�ty to demand suck� certificates ar ather evidence of full compliance with the insurance requirement� or faiIure af the City to identify a deficzency from evidence that is provided shall not be eon5trued as a waiver of Candractor's alilagation to naaintain such lines of �urance coverage. 7, Zf insurance policies are not written far specified coverage Iuni�s, an Umbrella or Excess LiabiIity insurance far any differences is requ�ed, Excess Liabil� shall follow form of �he primary coverage. S. ilnless otherwise stat�d, all required insurance shall be written on tha "occurrence basis". If coverage is underwritten on a claitns-mada basis, the retroactive date snall be coincident with or przor to the date of the effective date of the agreement and the cert�cate of msurance shall state ihat the coverage is claims�made and the retroactive date. The insurance coverage shall be mainta.ined far the duration of the Contract and for three �3) years �allowing Fir�al Acceptane� provided under the Contract Doeuments or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the Ciry shall evidence sueh irasurance coverage. 9. Po�icies shaIl have na exclusians by endorsements, whic�, neither nullify or amen�, fihe required lines of coverage, nar decrease the limits af said caverage unless such er�dorsenrients are approved in writing by the City. In the event a Contract Y�as been bid ar executed and the exclusians are determmed to be unacceptable or tl�e Ciry desire� additioiial insuranc� coverage, and the City des�es the contractor/engine�r to obtain sucYt cav�i•age, the confractprice shall be adjusted by tk�e cast of tkie premium far such additional coverage plus 10°fo. 10. Any self-insured retention (SIR), in excess of $2S,(}00.00, affectivag xequired insurance coverage shall be approved by Yhe City in regards to asset value and siockhoZders' equity. In CITY OF FORT WQRTH STANDARDGflNSTRIIC.TION SPECIFICATION DOCUIvIE1VT5 Revision: 8/1,3/�D21 oa�zoa-� GENERAL.00N61TfON 5 Page 18 aF 63 lieu of traditional insurance, alternative coverage maintained fhraugh insUrance pools ar risk retention graups, must also be approved by City. 11. Any ded�ci�ble in excess of $5,000.00, for any poliey that daes not provide coverage an a first-dollar basis, must be acceptable to and approved hy the City. 12. City, at its sole discretion, reserves the right to revievv the insurance requnreznents and ta make reasonable ad�ustments to insurance covarage's and their Ytnits when deerned necessaYy and pxudent lay the City based upon changes in stafi.�tary Iaw, court d�cision or the claims history of the industry as vae�l as of the eontracting party to the Cfiy. The City shall be required to provide prior notice of 90 da.ys, and the msuranca adjustments shall be incarporated 'u�to the Work by Change Order. 13. City sha11 be entrtlec�, upon written request and wrtllout e�pense, to receive cap'res of policies and endorsements thexeta and may make any r�asonahle requests for deletion or revision or modif�cations of particular policy t�rms, conditions, lunita.tians, or exclusions necessary to canfarm the policy and endorsements to the req��rements of the Contract. Deletions, revisians, or rn.odi�ications shall nat be required where policy provisions are es�ablished by ]aw or regulations binding upon either party or the iandarwriter on any such poIicies. 14. Cily shall not be responsble for the d'uect payment oi ins��rance prerni�arn costs for Cantractor's msuranc�. 5.04 Con�actor's Insurance A. Warkers Compensation and Employers' .Liability. Cantrac,tor sY�all purchase and maintain such insurance coverage vviih limits consistent with sta.tutory k�ene��s autlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amenc�ed}, and mininaurr� luxuts �or Employers' Liak�ility as is appropriate fortk�e Workbeing performed and aswill pravide proiection frotr� claizns set forth below �+hich may arise out o� or result from Contractor's performance of ihe Work and Cantractar's ather obligations under the Contract Documents, whether it is to be p�r�ormed by Contractor, any Subcontractor ar Supplier, or by anyone directly ar indi�ectly einployed by any of fihem to perform any of the Work, ar by anyone for whose acts any of them may be liable: I. clairn.s under wprkers' compensation, disability be�efrts, and other similar emp�oyee banefit acts; 2. claitns for damages because of bodiIy injury, accupational sickness or disease, or d�atka of Contractor's employees. B, Com�nercial Gene�al Liability. Coverage shall include but not be Jamited to cavering lia.bilit� (bodily injury or property damaga} arising frorn: prernises/operatians, independent coniractars, products/completed operations, persanal inj�zry, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the curren� Insurance Services Office (IS4) policy. This insurance shalI apply as primary insu�ranee with respect tQ any other CTTY OF FORT WOR7H 5TA7VI?ARDC�NST$UCTION SPECIFICATION 1]OCUMEN'TS Revision: 823/ID21 oa�zoa-i GESJERAL CON�IT 10 N S Page 19 of 63 insurance or self-insuranca programs afforded to the City. The Commercial Genera.l Liability policy, shall ha�ve no e�clusions by endorsements that would alter of nul�ify prerniseslope�ations, produc�s/comp�eted operations, contractual, personal injury, or advertising injuzy, which are normally con�amed wit� the policy, unless the City approves such exclusions in writing. �nr eonst�uctian projects that present a substantial cornpleted operation e�posure, the City may require the contractor to maiintain connpleted operations caverage for a minirnum of no l�ss than three (3) years folIowing the completion of tk�e proje�t (if identified in fihe Supplementary Conditions}. C. Automobile Liability, A commercial business auto policy shall provide �overage an "any auto", defined as autos owned, h'vred and non-owned and provide indernnity for claims for damages because bodily inj�ry or death of ar�y person and or property darna.ge arising out of th� work, rz�aintananca or use of any motor vehicle by the Contractor, any Subcontractar or Supplier, or by anyone direetly or indirect3y employed by any of them to perform any af ihe Work, ox by anyone for whase acts any of them may be bable. D. Railraad Protective Liability. If any of the work or any warranty wark is within the lirnits of xaiIroad right-of-way, the Contractox sh.a�l coxnp�y with the requirements identifed in the S�pplementary Conditions. E. Not ficatian ofPolfcy Cancellation: Con�racior shall irrunediately notify City upon cancellation or oth�r loss of msurance coverage. Coniractor shall stap work until replacement insurance ha� been procured. There shall b� no tiine credi� for days not worked pursuant to this sectian. 5.OS Acceptance ofBondsartdlnsurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insuraz�ce required to ba purchased and maintainad by the Contractor in accordance wi�h Article S on tY�.e basi�s af non-confiormance with the Caniract Documents, the City shall so notify the Cantractor in wriiing within 10 Busine,ss Days afterreceipt of the certi£'icates {or ather evidence requested). Contractor shall pra�ide to the City such additional information in respect of �sarance provided as the City may reasonab�y request. If Cnntractor does not ptarchase or maintain aIl of the bands and insurance required hy the ContractDocument�, the Ci�jr shaIl notify the Coniractor in writing af such failure prior to the start of the Warl� or of such faii�re to rnaintam prior to any change in the required coverage. ARTICLE 6 — CONTRA�TOR'S RE�PONSIBILITTE,� 6.01 Supe�vision and�SupeNrntena'ence A. Conhactor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applyuig su�h ski7ls and expertise as may be necessary to perform the Work � accorda.nce with the Confiract Documents. Contractor shall be salely respansihle for the means, znethods, techniqaes, sequences, and procedures af construction. CITY OF FdRT WORTH STANI7ARDCONSTRUCTION SPECIFICATIpN DOCUMENTS Revisi on: 82�]A21 oa�zoo-i GENERAI. CQN�1710N S Pagc 2a of G3 B. At all tunes during the progress of the Wark, Contractor shaU assign a compefent, English- speal�ng, �uperintender�t who shall not be replac�d vvithoui written notice io City. The Superiu�tez�dent will be Contractor's represer�tative at the Si�e and shall ha�e authori�ty to acfi on behalf of Contractor. All cammunication given to or received from the Supermtendent shall be bi�ding on Contracior. C. Contractor shall notify the City 24 hours prior to moving areas during t1�e sequence of canstruction. 6.Q2 Labor; WorkingHours A. Con�ractar shall provide competent, suitably qualifieci personnel to perform constructian as required by tha Contraet Documents. Contractor shall at all tunes ma�tain good discipline and arder at the Site. S. Excapt as otherwise required for tl�e safeiy or protectinn af persans or the Work or property at the Srte or adjacent thereto, and except as oiherwise stated in the Contract Docurnents, all VVork at the Site shall be parformed during Regular Working Hours. Cont�actor will not permit the perforn�ance of Work beyond Regular Working Hours or for Weekend Working Hp►.�s.�viihout C�ity's wri�te� cansent (which wil� not be unreasonably withheld}. Wriiten reguest (by let�er or e�ectronic comm�nication) to perfarm �ork: 1. far bayond R�guIar Working Haurs request must bs rr�ade by noon at least two (2) Bus�ness Days priar 2. far Weekend Working Hours request must be nnade by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the Iegal holiday. 6.03 Servaces, Mate�ials, and Equipment A. Unless otherwise specif'ied in the Con�iract Dacumants, Con�ractor sk�all provide and ass�une full resporisibiirty for all services, materia�s, equipment, labor, transpartatian, con.struction equiprnent and z�n.achin�e�ry, tool�, appliazaces, fuel, power, light, heat, telephone, water, sanitary facilities, temporary faciIhies, and all other facilities and incidenta.�s necessary for ihe parforinance, Con�ractor reguired testing, stat�-up, and completion of the Work. B. All materials and equi�ment in,cazporated into the Wark sha�l he as specif'ied or, i.f not speci�'ied, shall be a� good quality and new, except as otY�ex�wise pravided in the Cantract Doclunents. All special warranties and guarantees requ�r�d by the Sgec�cations sha.11 expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (ivaclud�g reparts oi reyuired tests) as ta the sau�rce, kind, and qualiry of materials and equipment. C1TY OF FORS WORTF3 STANDARDCON3TR[lCT10N SPEGI'ICATI4N pOCiJA+I�IVT'S Ttevision: 8�73I2a21 OD 72 00 - I GENERALC4NDITIONS Page 21 of 63 C. AIl nnaterials and equipment to be incorporated into the Work shall 1� stored, applied, insialled, connected, erected, protecied, used, cleaned, and canditianed in accardance with instructions of the applicable S�pp�ier, except as o�ervaise may be pravided in the Con.tract Documents. D. AD items oi sta.ndard equipn:�ent to be incorporatec� mto the Work shall be the latesf model at the tnne of bid, unless atherw�se speci�ed. 6.04 ProjectSchedule A. Contiractor shall adhere to ihe ProJect Sched�Ie established in accordance wiPh Paragraph 2.07 and the General Requirements as it may be adjusted firam time ta time as provided beIow. 1. Contractor shall subrnit ta City for acceptance (to the extent indicated in Paragraph 2.07 and the General Requirements) proposed adjustments in the Project Schedule that wilI nat resu�t in changiang the Contract Time. Such adjustments wiIl comply vvith any provisions of the General Requirements applicable thereto. 2. Contractar shall s�abmit to City a inonthly �'roject �chedule with a manthly proffess payment for the duration of tF�e �ontract � accordance with the schedule specifeation al 32 16. Proposed adjustznents in the Project Schedule that will change the Contract Time shal] be submiited in aecordance with t�e requirements of Article 12. Adjushnents in Contraci Tune znay only be made by a Change Order. 6.45 Substitutes arzd "Or-Eguals" A, VVhenever an item of material or equipment is specified ar descr�bed 'zn the Contract Documents � by using the nazxae of a proprietary item or the name af a par�icular Supplier, the spacification or descriptzon is intended to esta�lish the type, function, appearance, and qUality r�quired. Unless the specif�ieation or description contains ar is fol�owed by words reading thafi no l�ce, equivaIent, or °`or-equal" rtem or no suhstitution is perrr�itted, other items of zraaterial or equipznent af otner Suppliers may be submitted to Ctty far revisw under the circLunstances descrbed beIow. 1, "Or-Equal"1'tems: �f ir� City's sole discration an i�em of material or equipment proposed by Cont7ractor is functionally equal to that named and sufficiently similar so that no changa in related Work will be required, it may be cansidered by City as an "or-equal" item, in vvhich case review and appro�al of the proposed 'ztem may, in City's sale discretion, be accomplished withou� campliance wit� sozx�e ar all of tl�e requirements for approval of proposed substitute items. Far the purposes of this Paragraph 6.OS.A.1, a proposed item of material or equipment will be considered funcfionally equal ta an item so named if: a. the City determines that: 1} it is at least equal in material� of consiruction, qualrty, durabilrty, appearance, strength, and design characteristics; crr�r o� �oxT wox�rx STANI7ATLl7CONSTRUCTION SYECIFICATION DOGU�vI�A]'I'S Ravisian: 8�3IZ021 0072D0-1 GENERAL CANDITION S Fage 22 of 63 2) it wiU reliably perform at leasi equally vvell �he function and achieve �he resul�s imposed b�r the design cancept oFthe completed Project as a functianing whale; and 3) rt�as a proven record of performance and avai]ability of respons�e sarvica; and b. Contractor certifes that, if approved and incorpoxated into tk�e'Work: 1) there will be no increase in cosi to the Cil� ar mcrease in Contract Time; and 2) it will conf'orm substantia]Iy to th� d�tailed requirements of ihe item named in the Contract Documer�ts. 2. Substitute Iterzrs: a. If in City's sole discretion an itern of material or equipment proposed by Cantractor does not qualify as an "or-equaP' rtem under Paragraph 6.05.A.1, it may be submitted as a proposed substitute item, b. Contractar shall submit sufficient informatian as provided below to allow City to determine � if the i�em of material or equi�mant proposed is essenti�Ily equivalent to that named and an acceptable substitute therefar. Requests fo�' review oi propos�d substitute iiems of material or equipment will rzat be aecepted by Czty frozxi anyane other than Contractor. c. Gontractor shall make written applicaiion to City for review af a proposed substitute rtem of material or equipment that Contractor seeks ta furnish or use.. The app�ication shaIl connply with Section O1 25 00 and: 1} shall certify thatthe proposed substitute item will: a} perform aciec�Uately the functions and achieve the z�esults called for by the general design; b} be �unilar in substance to ihat specified; c) be suited to filte same use as that spec�'ied; and 2) wijl state: a) the extent, if an�, to which the use of the proposed substitute item will prejudice Cont�actor's achisvement af final cornpietion an tim�; b) whether use of the proposed subst.�ute zterr� in the Work will reyuire a change in any af the Contract Docurr�ents {ar in the provisions of any other direct coniract with City for oiher work on the Projact) to aclapt the design to the prap.osed substitute i�em; Cl'I'Y OF PORT WORTH STANDARDCON3TRUCT[ON SPECIFICATION DOCUNIETITS Revision: 82�11621 oo�aoo-� G�3�ERAL GONDIT 10 N S Page 23 of b3 o) whether mcorporation or use of the proposed subs�il.ute item m connection with the Wor� i� subject to payment of any license fe� or royalty; and 3} will identify: a) all variations of ihe prapos�d substitute item from that speci#'�ed; b) available engineering, sales, ma�tenance, repair, and raplace�ent services; and 4} shall contain an itemi�ed estitna�e of all casis ar credi�s that will result directly or �du�ectly from use of such substitute item, includi�g casts of redesign and Darnage C�aims of oik�er canfractors affected by any resulting change. B. ,S`ubstitute Cons%uctionMethods orProcedures.� If a specific means, rnethod, techriique, sequence, ar procedure of c�onstruction is e�ressly required by the Con�ract I]ocuments, Contraetar may furnish or utilize a substitute means, method, teck�t�ique, sequence, or procedure of constructian approved by Ciry. Contractor shaU subznit sufficient inforrnation to allovv City, u� Ciry's so�e discretion, to determine that the substitute proposed is equivaIent to that e�pressly called for by the Con�ract Documents. Contractor sha1l t�ake written applieation to City for review in the same manner as those pro�ided in Paragraph 6.OS.A.2. C. City's Evaivation: City will be allowed a reasonable time within which to eval�ate each proposal or submittal made pursuantto Parag�raphs 6.OS.A and 6.OS,B. City rnay require Contraetor to �urr�ish additional data about the proposed substitute. City will be the sole judge ofacceptability. No "or-equal" or substfizte will be ordered, instalIed or utilized until City's review is cornplete, which vvt11 be e�idencad by a Change Order � the case o£ a su�stzhrte and an aceepted Submittal for an "or-equal." City will advise Contractor in wri�ing o:f its determination. D. Special Guarantee: City may reyui�e Contractor to furnish at Conf:ractor's expense a special perfoz�znance guarantee, warranty, ar other surety with r�spect to any substitute. Cant�acta� shall indemnify and hold harfnless City artcl anyone drr�ectly or indirectly employed by therta from and against any �nd all claims, damages, lasses and expenses (includtng attorneys fees) arisingaut of the use of substituted materials or equipment. E. City's CostReimbursemen�: City will recorci City's cosis in evaluatir�g a subsiitute proposed or submi�tted by Cont�actor pursuant ta Paragraphs 6,fl5.A.2 and 6.OS.B. Wh�ther ar not City approves a substitute so proposad ar submitited by Contractar, Contractor may be reqUired to r�imburse Ciry for evaIuating eacn such praposed substitute. Cant�ractor znay also be requ�ed to reimburse City for the charges £or makirig changes in the Contraci Documents (ar in the pro�isions af any other direct contract with City) resultir�g fronn tl�e acceptance of eaeh proposed substitute. F. Contractor's Expe�se: Contractar shall provide all data in support of any prnpased subs�rtute or "or-equal" at Contractor's expense. CTI'Y OF FORT'41VOTtTH STAI•fDA1tDCONSTRllCTION SPECIFICATION DOCUMEN7"S Revision: 823C�27 ' oa�zoo-i GENERAI. CQNRIT[ON S Page 2q of 63 G. City Suhstitute Re imbursement: Costs (savings or charges) attrbutable to acceptance of a substitute shaD be incarporated to t11e Contract by Change Order. H. Time Extensions:No additional time wilI be granted for substitutions. 6.06 ConcerningSubcontractors, Suppliers, andOt�iers A. Contractor shall pez-;Forrr� with his awn organization, work of a valua not lass than 35% oi the value embraced on the Contracf, imiess atherwise approved by the City. B. Contracfor shall not employ any Subcor�tractor, Supplier, or otl�er indivichaal or entiiy, whe�her initia.11y or as a replacement, against wham Ciry may have reasonable objection. Contractor shall not be required to emplay any Subcantractor, Supplier, or ather ind'rvidual or entity to furnish or perform arfy of tl7e Work aga�st whom Contractor has reasonable objection (excluding those acceptable to City as mclicated in Paragraph 6.Q6.C). C. The City may from t�ne to titne requira the use of certain Subcontractors, Suppliers, or other iindividuals ar entities on the project, and will provide such requir�ments in the Suppl�mantary Canditions. D. Manority Business Ente�prise Co�pliance: Tt is City policy to en�ure the full and eyuitable participation by Minoriry Busin�ss Enierprises (MBE} in the procuremeni of goods and services on a contractual basis. If tk►e ConiractDoc�,unen�s provide for a MBE goal, Contractor is required to comply with the fntent of the City's MBE Ordin�ance (as amended} by the following: l. Cantractor shall, upon request by City, provide complete and accuraie infor�ation regarding actual work performed by a MBE an the Contract and payment it�erefor. 2. Con�ractor vvill not make addrtions, deietions, or substi�utions of accepted MBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may resu� iti debarment in accordance with the proeedures outlin�d in the Ordinance. 3. Contractor s�iall, upon requestby Czty, a�law an audit andlor ex.a.mina�ion of any boaks, records, or files in the possessinn oftlle Contractor that will substantiate the ac.tual work perforrned by an MBE. Materi,al misrepresentation of any nature will be grounds for termination o� th� Contractin accardancewithParagraph15,02.A.Any suchmisrepresentation zxaay be grounds for disqualif'ication of Coatractor to bid on future contracts with the City far a period of not less than three years. E. Conf�'actor shall be fully responsible ta City far all acts and omissions af tb:e Subcontractars, Suppliers, and o�her individuals ox entities perforrz�irig or furnishir�g any of the Work just as Contractor is responsible for Coniractor's own acts and omissions. Nothing ir� the Contract Docurr�ents: � CITY OF FORT WORTH STANDARDGONSTRUCTIO.N 5PECIFICATION ]JOCUMF.NTS f�evision: 823/1Q21 ao�zoo-i GENERAL CON� ITION 5 Page 25 of 63 1. sha.11 create for the ben�fit af any such Subcontractor, Supplier, ar other individual or entrty any contraetual relatianship bet�veen Ciry and any such Subcontractor, �upplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to ,see to the payment of any moneys due any such �ubcontxaetor, 5upplier, or other mdividual or ez�tity except as rz�ay ofihezwise be required by Laws and Regutations. F. Contractor shaU be solely responsible for scheduling and coardinating the Wark of Subcontractors, Suppliers, and ath�r individuals or entities perfarming or fizrnishing any of the Workunder a direct or indirect con�act �vitl� Contractor. G. AIl Subcontractors, Suppliers, and such other individuals or entities performing or funvshing any of the Work shall communlcate with Cily through Contractar. H. All Work performed for Contractor by a Subconfiractor or Supplier will be pursuant to an appropriate agreement bet�veen Cantractor and the Subconlxactor or Supplier vvhich spec�cally b�ds the Subconiractor ox Supplier to the appIicable tern�s and conditions of the Conf:ract Dacuments for the benefrt af City. 6.07 Wage Rates A. Duty to pay Prevailing Wage Rates. The Con�ractor shall comply with all requirements of Chapter 2258, Texas Government Coc�e (as amended}, including the payment of noi less than the rates determined by the City Council of the City of �`ort Warth to be the preva�ling wag� rates in accordance wi�h Chapter 2258. Such prevailing wage rates are ir�c3uded arx these Contract Doaurnents. B. Penalfyfor Violatiota. A Contractor or any Subconiractor who does nai pay the prevailmg wage shall, upon demand made by tlae City, pay to the City $60 for each work�r empZoyed for each calendar day or part of the day that the worker is paid less than the prevai�i�g wage rat�s stipula�ad in these cont�act docuznents. This penalty shall be retained by ihe City to offset i�s adrninistrative costs, pursuant to Texas Go�vernment Code 225$.023. C. Corrtplaints of Violations and City Deterrnination of Good Cause. On receipt of informat�on, including a complaint by a worker, coneernir�g an alleged violation of 2258.023, Texas Go�erYunent Code, by a Contraciar or �ubcontractor, t�e City shall 3nake an initial determiciation, befoxe tk�e 31st day aftcr the date the City receives the infornaation, as to whether gaod cause exists to beIieve that the viola�ion occurred. The City shall notify in tivrit�ir�g the Contractor or Subcontractor and any affected worker of �s initial determinatian. Upon the City's determination that there is good cause to belieue the Contractor or Subcontrac�car has violated Chapter 2258, the City shall reta.in ihe full amounis claitned by the c�a.imant or cIaanants as the diiference betweenwagespaid andwages due under theprevailing wage rates,suc�amounts being subtracted from successive progress pay�nents pe�nding a�'inal determmation af the vialation. crrY a� �ox� wo�rH STA7v�DARDCOAiSTRUCTION SPECIFICATION DOCiJMENTS Revision: 8rL311Q21 oa�zoo-� GENERAL CANdITION S Page 26 of 63 D. Arbitrataon Requi�ed if Violcxtior� Nat Resolved_ An issua relatmg to an alIeged violation of Section 2�58.023, Texas Government Code, in.cluc�ing a penalty owed to the Gity ar an affected worker, shall be submitted tc� binding arbitration in accordance with th� Te�s General Arbitration Act (Article 224 et seq., Revised Statutesj if the Contractor or Subconfractor and any aifected tworker daes not resolve the issue by agreementbeforc the 15ih day aftertY�e datethe City makes rts initial determination pursuant to Paragraph C abave. If the person� required to arbifirate uzxder this section do not agree an an arbit�ator before the llth day after the date that arbitration is reyuired, a district court shall appoint an arbitrator on tne petition of any of the persons. The City is not a pariy in the arbitration. The d�cision and award of th:e arbitrator is fina.l and bindmg on all parties and may be enfarced in any caurt of competent jurisdiction. E. .Records to be Maintained. The Contractor an.d each Subconl�acio� shall, for a period of three (3} years folIowing the date of acceptance of the work, maintain records tihat show (i) the name and �cupation of each worker emp�oyed by the Coni�actor i� tkie cans�ruction of the Work provided for ut ihis Contract; and {iu� the act�al per diem wages paid to eaeh worker. The records sha.11 be open at all reasonable hours for it�spection by the City. The provisians af Paragraph 6.23, Right to Audit, shall pertain ta this ins�ection. F. Progress Payments. Wi�h each progress payment ox payroll period, whiche�er is less, the Contractor shall submit an affidavrt stating that the Contra�tor has complied with the requi�ernents of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Conl�actor shall post prevailing wage rates � a conspicunus place a� a1I timas. H. Subcontractor Cofnplictnce. The Contractor shall include in i�s subcontracts an�/or shali otherwise requ�e all of its Subcontractors ta comp�y w�h Paragraphs A thrnugh G above. 6.08 PatentFees and Ro,�alties A. Cantractor shall pay all license fees and royalkies and as5ume all costs incident to the use in the perforn�aance of the Work nr the incorporaiion in the Work of any invention, design, process, prodUct, ar de�ice which is the subject o� paient rights or copyrights held hy others. If a particular invention, design, process, product, oz device is spacif'ied in the Contract Document� for use in the perfonnance of the Work and if, to the ac�ual l�owiedg� of City, its use is subject to patent rights or copyrights calling �or the payment of any license fee or royahy to athers, the existence of such ri�hts shall be disclased by City m the Contraet Docuzx�.ents. Fa�lure o� the City to disclose such mforrnation does not relie�e the Contractor irom its obIigations to pay for ihe use af said fees ar rayalties ta others. B. To the fullest extentpermitted I�y Laws and Regulation,s, Co�traetor shall indernnify and hold harmless City, from and again.st ail claims, costs, lasse�s, ar�d damages (includtng hut notlimited to all fees and charges of engineet�s, tarchitects, attorneys, crnd other profes,�iar�als and all couri o� apbitration or oiher� dispt�te resaluiion easts) arising out of o� relating to any infringement of patent rights or copyrights incident to the use in the peYfaYmance af the Wo�k or �esultingf�^om CITY OF FORT W�RTH ST,4NDARDCQI�STRUCT{Ol� SPECIFICATIOM DOCiIMtiNTS Revision: 823IL�21 OD7200-i GENERALCONQITiO�I 5 1'age 27 of 63 the incorporation in the Work of an,� anuention, design, process, proc�uct, or^ a'evace not specifred an the CantrcactDacur�ter�ts. b:09 Per�it� and Utilities A. Corttractor obtatned permits and licenses. Contractor shall obtain and pay for all construction permits and licenses except those pro�ided for in the Supple�nentary Conditians or Cantract Documents. City shall assi�t Contractar, when necessazy, in obtaining such pez�r�its and licenses. Contractor shall pay ail governmental charges and inspection fees necessary for the prosecution of the Wark �hich are applicable at the time of opening of Bids, ar, i� there are no Bids, on tY�e Effective Aate of the Agreement, exeept for permits provided by the City as specif'ied in 6.09.B. Cit� snall pay all charge� of ufility ovaners for connections for prp�iding perananent service to the Wark. B. Cit}� obtainedperfraits�and lice�cses. CiLy will abtain and pay for alI permits and licenses as pravided for in the Supplementary Condi�ions or Contract Documents. It will b� tha Contractor's responsibilzty to carry out the provisians of the permit. If the Contractar initiates chang�s to the Coniract and the City approves the changes, the Coniractor �s respansible for obtaining clearanoes and coord'mating with the apprnpriate r�gulatory 'agency. The City will not reimburse the Confractor for any cost associated wi� these xequirem�nis af any City acqunred pez�ai�. `Tk�e following are permits the City wilI obtain if required: 1. Texas De�aartmer�t af Transporta.tio� Pennits 2. U.�. Army Corps ofEngineers Parmits 3. Texas Comn�ission an Environmental Quality �'ermits 4. Raiiroad Coinpany �errnits C. Outstanding pernzits and licenses. The City anticipates acquisition of and/or access to permits and licenses. Any outstanding permits and licenses are anticipated to be acquired � accordancc with the schedul8 sei forth in fi11e Supplementary Conditions. The Praject Schedule submitted by the Contractor � accardance with the Cantract Documents must consider any autsta.ndit�g pert�its and licenses. 6.10 Lawsand.lZegulatio�rs A. Contractar shall give all notices required by and shall cam�ly with a�l Laws and Regulaiions applicable to the performance of the Wark. Except where otherwise expres�Iy required by applicable Lavvs and ReguIations, the City sk�all not be responsible �or inonitoring Conixactar's coznpliance with any Laws or Reg-uiations. B. If Con�actar performs any Work knowing or having reason to know that it is contrary ta Lavc�s ar Regulatians, Contraeior snall bear all clauns, eosts, lasses, and daznages (including but not limite d to all fees and charges of engineers, architects, attar�eys, and other professionals and all crr�r oF roxT woxrx STANDARDCDNSTRUCTION SPECIFICATION DOCUM�;NTS Revision: 823/202i ' ao�zoo-� GENERAI. COND]TIOP! S Page 28 of 63 court or arbrtration ar oi�tar dispute resalution costs} arising out af or relating to such Wark. However, it s�.aTl not be Contractor's responsbility to make certam i:hat filie Spec�cations and Drawings are in accordance witks Laws a�nd Regu�ations, but this sk�all not relzeve Contzactor of Contractor's obligations under Paragraph 3.02. G Changes in Laws ar Regulations not known at the time of opening of Bids having an effect on tIae cast ar tnne of perfarmance of the Work may ba the subject of an adjuslm�nt in Contract Price or Cantract T'vane. 6.11 Taxes A. On a contract awarded by the City, an organizatian which qualif'ies for exemptinn pursuant to Te�s T� Code, Subchapter H, Sections 151.301-335 (as amended),th� Contractar may purchase, rent or lease all materials, supplies and equipment used ar cansumed in the perfarmance of this contract by issumg to his supplier an exemptioza certif�icate in lieu of the tax, said exennption certificate to comp�y wit� State ComptroIler's Ruling A07. Any such exem�tion cert�'icate issued ta the Cozatractor m lieu of'the tax shall be subject tn and shal� cnmply with the provision nf Stata ComptroIler's Rulit�g .Ol l, and any other applicabi� zulin,gs perta.ining to the Texas Ta.x' Code, Subchapter H. B. Te�as Tax perm�s and 'mformaiion may be obtained from: 1. Comptroller of Public Accounts Sales TaxDivision Capitol Staiion Austin, TX 78711; or 2. httpJ/www.w�dow.state.tx.us/taxinfo/tax�rorms/93-forms.htmi 6.12 Use of Site and 4therAreas A. Linsitatiot� on Use of Site arad �ther Arecrs: 1. Contractor shall conf�ne construc�ior� equipment, the storage af materials and equiprnent, and the aperations oi workers to the Sit� and othar areas permitted by Laws and Reg�lations, and shall not unreasonably encurriber the Site and other areaswith construction equipment or other materials or eq�ipment. Canixactor shall assunae full responsi�iaity for any damage to any such land ar area, or to the owner ar oceupant thereof, or of any adjacent land or areas restalCing framthe per%rmance afthe Work. 2. At any time when, in the judgmenfi of the C�,y, the Contractor has abstructed or closed or is carrying an operations in a portion af a street, right-of-way, ar easement greater than is necessary far proper execution of the Work, the City may require tha Contractar io finish the sectian on which operations are m progress before work is commenced on any additional area of the Site. �, C1TY OF FORT WORT�I ST.4NQAii3]C�NSTRACTIpN SFECIFICATTON pOCiJMENTS Revision: 82�/1D21 ao�zao�i cEN�Ra,�cor�orrioNs Page 29 of 63 3. Shauld any Damage Claim be naade by any such owner or occupant because of fi11e performance af the Work, Contractor shall pramptly atteznpt ta resolve the Damage Claim. 4. Pu�suantto Parag�aph 6.21, Cant�aclorshall indemnifyand hold harmless C'fty, from and agair�st all clairns, costs, losses, and dcnnages arfsing out af ar relating to arry claim or actinn, legal or eguitable, brought by any such owner or oecupant against City. B. Re�ou�l of Delaris During Pe�forrnance af the Work: During the progress of the Work Contractor shall keap the Szte and other areas free from accurnnlations of waste materials, rubbish, and oiher debris. Remo�al and dispasal of sUck� waste materials, ruhhish, and ather dehris shall conforrn to applicable Laws and Regulaiions. C. ,Sit� Mai�a�enc�nce Cleani�rg: 24 hours after written notice is gi�en to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactary to tlae City, if the Ca�ntxactar fails to carrect the unsatisfactary p�rocedure, the City may take such direc� action as the City deems appropriate to correct the clean-up de�cie�cies crted to the Contractor in the writ�en notice (by let�er or eleetronic comrnunication), and the costs af such direct action, plus 25 % of such costs, shall be deducted irom fhe monies due or to become due to tk�e Contractor. D. Final Site CZeaning: k'riorta Final Acceptanc� of the Work Gont�actor shall clean the Site and the Work and rnake rt ready for utilizatian by City or adJacent property awner. At the campletian of the Work C�nt�actor shall remove frorzi f�e Si�e a�l tooIs, appliances, cons�ruction equipmeni and maclunery, and suYplus matarials and shall restore ta original conditinn or better alI properry disturbed by the Work. E. .Loading Structr,�es: Contractor shall not load nor permit any part of any stz�ucture to be loaded in any manner Lhat will enc�anger the structure, nor shall Coni�actor subjeci any part of the Work or adjacent property to si�esses or pressures that will endanger rt. b.13 Record Docu�tents A. Contractor shall maintam in a safe place atthe Sifa or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Spec�'ications, Addenda, Change Orders, Field Orders, and written i�atez�pretatia��s and clarit'�ations in good arder and annotated to show changes made durin� construction. These record docwnents togeth�r wifh all approved Samples and a counterpart of all accepted Subinittals will be ava�a.$le to City for reference. Upon completion of the Work, these record documen�s, any operation an.d znaintenance znanua�s, and Submitta�s will be delivered ta City prior to Final Inspection. Contraciar shall include accurate laeations for burie.d and imbedded itezxis, 6,14 Safety c�nd Protection A, Contractor shall be solely responsible for �t�itiating, maintaitting and supervising all safety pxecautions and prograrn� in connection with thc Work. Such res�ansbilif.y does not relieve Subcantractors of their respans�ili�y for the sa�ety af p�rsons or property ix� the performance of thair work, nor #'or carripliance with applicable safety Laws and Regula�ions. Contractor shall CF'I'Y OF FORT WQRTH STANDARDCONSTRUCT]ON SPECIFICATION DpCUMENTS Aevision: $232021 007206-1 G�NERAL CONDIT[ON 5 Page 3U of 63 take a�l necess.ary precautions far the sa%ty of, and sha11 provide the necessary proteciion to pre�ent c�arnage, in�ury or loss to: L. all persons on tne Site or who may be affected bythe Work; 2, all �he Work and materials and equipment to be ineoz�porated tk�ereir�, whefher in storage on or o#� the Si�e; and 3. other property at �e Site or adjacent thereto, mclud'mg trees, shrubs, ]awns, wallcs, pavements, roadways, structuzes, uti]ities, and U�dergraund Facilities not design�.ted for removal, relocation, or repla.cemeni in the cou�rse of canstruction. B. Contractor shaU. comply with all appl�cable Laws and Regulatians relating to the safety of persons ar propecty, or to the pratection oi persons or property from damage, injury, or loss; and shaIl erect and maintain ail necessary safeguards �ar �uch safety and protection. Contracfior shall notify owners oi adjac�nt_property and of Underg�round �acilities and other utility owners when prosecution af the Work may affeci them, and shall cooperate with them m the pratecti�n, removal, relocation, and replace�nnent of their property. C. Contractor shall comply with the appfieable requirements of City's sa�ety pragraxns, � any. D. Contaractor shall inform C�,y ai the specific requirements af Contraetor's safety program, if any, with which City's ennployees and representati�es must comply while at the S�e. E. AlI damage, injury, or loss ia any property refen'edto m Paragraph6.lA-.A,2 or 6.14.A.3 caused, d�ectly ar �directly, in whol� or in part, by Cantractor, any Subcontraetor, Supplier, or a�zy other individiaal or entiity d'zrecily or u�direct�y employed by any of them to perform any of fhe Work, or an�one for whose acts any of them may be liable, shall be rernedied by Confiractor. �`. Contractor's duties and responsibilities far safety and for protection af the Wark shall continue until such tit�e as all the Work is campleted and City has accepted the Work. 6.15 Safety Represerttafive Contractor shall inform Ciry in writing of Contractor's designated safety representative at the Srte. 6.16 Hazcr�d Communication ProgYams Contractor shall be responsible far coardinating an� exchange of material safety data sheets ar other hazard comrnunicatio� information reqUired to be nnade available to or exchanged between or among employe�rs in accordance v�rrth La�rs or Regulations. 6. l7 E'mergencies and/ar Rectification A. In emergencies affecting the safety ar protection of persons or the Work ar property at the Site or adjacent thereto, Contractor is abligaied to act to parevez�t threatened damage, iu�jury, or loss. Contz�actox shall give City prompt written notice if Con�actor believes that any siguficant C1TY OF FORT WORTH ST.A]�DARDCONSTRUCTION SP�CIFICATION DOCUMINTS Revision: 823/1021 007200-1 GENERALCQNQITIONS Page 31 of b3 changes in the Work or variations frorn the Contract Docum.ents have been caused ther�by or are required as a result thereaf IiCity determines that a ckange in the Contract Docixments is requ�ed becausa of the action taken by Contractor in response to such an emergency, a Change Order may be issued. B. Shauld the Contractor fai] to respond to a requeat frorn the City to rectify any discrepancies, orrzissiozis, or correction neeessary to canfo� with the requ�ements of the Cantract Docurnents, ihe City shall give the Contractor written notice that such work ar cl�anges are to be performed. The writ�en notice sha.11 direct attention ta the discrepant condztian and request the Cantractor to take r�medial act�nn to correct the condition. In the eveni tlie Contraciar does not take posrtive st�ps to iult"ill this written request, or does nat show just cause for not taking the proper action, within 2q� hours, the Ci�y may take such remedial action wi(:h City �orces ar by coniract. The City shaIl deduct an aznotant equal to the entire casts for such remedia.I action, plus 25%, frotn any funds due or become du� the Coniractor an ths Project. 6.18 Subrraittals A. Contractor shall sul��nit required Submittals to �ity for revi�w and acceptance in accordaz�ce wi�a the accepted �c�edule of SubrnittaIs (as required by Paragraph2.07). Each submittal will be identified as City may require. 1. Submit numbar ofcopias spec�ed in the GenaralRequirements. 2. Data shown on the Submi�tal� will be complete with respectto quantities, dunensians, specified per£armance and design criteria, materials, and su�niIar data to show City ihe services, materials, and equipment Cantractor proposes to provide and io enable City to review the inforrnation for the lirni�d purposes required by Paragraph 6.1�.C. Submitials submitted as herein provided canformance w� the design concept shall Dociunents unless atk�ez-wi�e requiured by City. by Contractor and reviewed by Ciry for be ex�cuted in conformily with the Cont�rac� 4. When Submitta�s are submit�ed far the purpose of showing the installation in gxeater datail, the�r review shall not e�cuse C'ontractar from requirements shown on the Drawirigs and Specificaiions. 5. Far-In�ormation Only subrnittaJs upon which the City is not ex�ected to eonduct xe�iew or take respansive action may be so idenrified in the Contract Documents. 6. Submit required number of �amples specified in the Sp�ci�cations. 7. Clearly identify each Sample as to rnaterial, Supplier, pertinent data such as catalog numbers, the use for which in�ended and ather data as �ity may requi�e io enable �ity to re�iew the submitta.l for the limited purposes required by ParagrapY� 6.18.C. CTTX OF FQI2T WORTH STANDAItDCONSTRUCTION SPECIFICATION IJQCIIM�I�'T5 Revision: 8/232421 00 72 OU - I G�N�RALCOIdnlTION S Page 32 of 53 B. Where a Subxnittal is requu��d by ihe Contract Documents or the Schedule of Subinitials, any reIated Wark per�orrned prior tp City's review and acceptance of the pertment submittal �i� be at the sole expense and responsbil�,y o� Contractor. C. City's �teview: City will prnvide timely review of required Submiktaks � accordance wiih the Schedule of Submittals acceptable ta City. City's review and acceptance will be only to determine if the rtenas covezed by the subrnittals will, aiter installation ar incorporation in ihe Work, conform to the information given i� the GantractDocizrnents and ba compatible wikh the design concept of tl�e complet�d Project as a functionu�g whoIe as ir�dicated by the Contract Documez�ts. 6.19 6.20 2. City's review and acceptance will not extend to means, methods, techniques, seqUences, or pracedures of construction (except where a particular means, method, technique, sequence, or procedure of car�struction is specificalIy and expressly eal�ed for by th.e Contr�.ct Documents) or to safetyprecaution.s or pragxarns incident t�icr�io. The review and aeceptazace of a separate item as suci� r�c+ill not 'rndicate approval of the assembly �n which the item funct�ons. 3. Ciry's review and aeceptance shaIl not relieve Contractor from responsibility for any variation from tl�� requirements of filze Contract Documents unless Contractor has complie d with the requirements af Sectian Ol 33 00 and G�.y has given written acceptance af �ach such variation ]�y specifc writ�en notatian thereof incorporated in or accampanying the Submittal. Cil.y's review and acceptance sha.11 not rel'reve Contractor from responsbi�ity for camplyi�g with �he raqui�emants of tlie Contraet Docurnents. Continuingthe Wo�k Except as otherwise provided, Contractor sha�i carry an the during all disputes or disagreements with City. No '4"�ork resoluiial� of any disputes ar disagreements, Except as C' writing. Cont�actor's Ger7eral Warranty and Gucara�tee Work and adhere to tlze Project Schedule shal� be delayed or postpaned pending 1ty and Contractor nnay otherwise agee in A. Contractor warrants and guaraniees to City thai all �7Vork w�l be i�n accordance with the Cantract Docu�nn.ents and w� nat be de�ective. City and its officers, directors, rnembers, part�aers, emplayees, agents, consultants, and subcontractors �hall be entitled to rely on representation of Contractor's r�varranty and guarantee. B. Contractax's warranty andguaz�antee hereunder excludes defects or dannage caused by: abuse, mod�"ication, ar im.proper maiu�tenance or aperation by persons other than Cor�tractor, Subcontractors, Suppliers, ar any other indiv�idua l dr entity for rx�ham Contrac�ar �.� responsible; or C1TY OF FORT WORTf3 STAN77ARDCOAISTRUCTI.ON SPECIFICAi'[ON DOCUMENTS Revisioa: 8r23/1021 on�zoa-� GENER4L CAN� ITIO.N S Page 33 vF63 2. normal wear andtear under not�al usage. C. Coniractor's obligation to perform and complete the Work in accordance with the Contxact Documents shall be absoIute. None of the foIlowing will constitute an acceptance of Work that is not it� accardance w�h fihe ContractDocument� or a release a�Contractor's obligation to perform the tiVork m accardance with the Contract Dacuments: 1. abservations by City; 2. recommendation or payznent by City of any progress or final payment; f11e issuance of a certificate of Final Accep�ance by City or any paymeni related thereto by City; q�. use or accupancy of the Wark or any part thereof by City; S. any review and acceptance of a Submittai by City; 6. any inspection, test, or approval by others; or 7. any correction of defecti�e Work hy City. D. The Contractor shall remedy any defects or damages in the VJork and pay fnr any damage to other wark or property resultiung therefrom wluch shall appear within a period af two (Z) years firom. tl�e date of �'i�al Acceptance of the Work unless a lnnger period is specif'zed and shail furnish a good and sufficient rnaintenanca bond, complying with the requirements of Artiele S.D�.B. Th� City vtrill give natice of observed de�ects with reasonable promptness. 5.21 Znd�mnificaiion A. Contractor coveua�ts and ag�rees to in�demnify, hold harmless and defend, at 'rts own expense,the Ci1y, its off'icers, servants and employees, from and against any anr� aIl claims arising ont of, ar alleged to arise ont nf, the work a�d services ta be �ey-fonned by the Cantractor, its affcers, agents, employee�, su�acon#ractots, licenses or invitees under th� Contract. THY� TN1lF,MNTFiC`ATTON ROV��T(�N T� SP . TFT Ai.Y,Y TNTFNi)Fn TC) (7PF.R_ATF AND BE Ei+1+F.CTiVC. EVEN iF TT i� AT.i.F(�Fn flR PR[)VEN T�AT AT,T. nR �nMF, nF THF T?AMA(`TF S RF,�N('t S(IiTC'TAT Wk'.RF C:A1J�F�l. fN WH(�LE OR IN �ART. RY ANY AC"T. nMTS�1nN nR NFG�,T(YFNC'F [)F TAF C".lTY. This indemnity provision is intended to include, without limitation, indemnity for costs, ex�enses and legal �ees ineurred by the City in defending against such clainas and causea ofactions. B. Contractorcavenants andagrees to indemnifyand hold harmless, atits owinexpense,fheCity, its officers, servants and employees, from and against any and all loss, damage or destruci�n af property of the Cit,y, arising o�t af, or alleged to arise aut o� the work and services to be �aerformed by the Contractor, its offcers, agents, employe�s, subcoutracto�, Iicensees or invitees under �his CoAtract. THT� TNDE.MNiFi['ATi�N PROV[�� OI N I� CTI'Y OF F'aRT WORTH STAIVI�,A�DCONSTRUCTION SPECIFICATION DpCUMENT$ Revisipn; 823120'L1 ' QO72DO-] GENERAL CAN� IT ION S Page 34 of 63 ' ► ►1 1 ! �' :: -►1 : �i I i ► 1 � 1�:':1 /\ .: �►_�11 � � i=U: C ► 1 l;.Y ./ : 1 ► �ICI �: ► ':: : :► �1l 1► 1: r ► �J 1 . 6.22 Delegation of Professional Design Services A. Cor�tractor will not be rec�uited to provide professional design serviees unless such serviees a� spec�cally required by tlae Contract Dacumen�s for a partion of the Warlc or unlass such services are required to carry out Contractor's responsibilities for consixuction rneans, methods, techniques, sequences and pracedures. B. If professional desigti services or certificatiotv5 by a dasi�n professional reIated to systems, materials ar equipment are specifical�y required of Contractor by fihe Contract Dacumenfis, C�y wi�ll specify all performance and design criteria that such sezvices rnust �atisfy. Coniractor shall cause sueh �ervices or certifcations to he provided by a properly Iicensed professional, w�iose signature and seal shall appear on all drawings, calculations, specificatior�, certif'�cat�ons, and Submrttals prepared by such professional. Submikt�ls reJa.ted ta t1�e Work designed or certified by such profe�sional, i� prepared by othars, shaIl 1�ear such pra£essional's writt�n approval when subl�nitted to City. C. City sha11 be entitled to rely upon the adequacy, accuracy and completertess of the services, certifcations or appravals performed by such design profe,ssior�als, pro�ided City has specified to Con�ractar performance and d�sign criteria that sUch services must satisfy. D. Pursuanito this Paragraph 6.22, CiLy's review and acceptance of design calculations and design drawings will be only for the limited purpose of ckzecking far canfonnance w�h per%rmance and design cri�eria given and the design concept expressed in the Cont�actDocuments. City's revierr� and acceptance o�' Submittals (e�c�pt design calculations and design drawings) �+ill be only for th� pUrpose siated in �'aragraph 6.18.C. 6.23 Right to Audit A. The Contxactar agrees tha� tiie City sliall, until tha e�iration of three (3} years after final payment under this Cantrac�, ha�e access to and th� right to examine and photoeopy any directly pertinent book�, documents, papers, and xecords a£ the Cantractor irlvolving transactions r�lating to this Contract. Contractor agrees ihat the City shall have access during Regular Working Haurs to ali necessary Cantraator �ac�iiies and shall be pro�ided adequate and appropriate work space in order to conduct audits in co�npliance with th� provisions of this Paragraph. The City shaIl give Contractar reasonable advance notice of inte�nded audrts, B. Gantractor furtiier agrees to include �n all its subcontracts hereuz�der a pro�ision to the effect that the subcontractor agrees tlaat the Ciiy shaIl, until the expiration of tlzt�ee (3) years after fin�al payment under this Contract, have access ta and the right t� examine and photocopy any direcily pertir�ent books, documents, papers, and records of sueh Subcontractdr, m�olving transactions to tile subcontracfi, and further, that City shall have access du�ruag Regular Working Haurs to alI C1TY OF FO1tT WQIt`1'H STANDARDCONS"fRUCTION SPECIFICATION DOClJM�N"I'5 Revisian: 8f23Ih�2] oo�zoo-� GENERALCON�ITIQNS Page 35 of 63 Subcontractar facilities, and shal� be provided adequate and appropriate wark space in order to conduct audits in co�npliance with ihe pra�isions of this Paragraph. The Ciry shall give �ubconlractor r�asonable advance notic� of uitended audits. C. Contractor and Subcantractor agree to photocapy su�h docurxaents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the capies as follows ai the rate published in the Te�as Adzx�in.istrative Code in effect as of the time copying is performed. 6.24 Nondasc�imination A. The City is responsible for operating Public Transportation Programs and innplementing transit- rela�ed projects, which are funded in part w�th Federal financial assistance awarded by ihe L7.S. Departrnent of Transportaiion anc� the Federal Trans�t Administ�•ation (FTA), �vi�hout discritninating again�t any person in the United States an the basis of race, colar, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall camply with the arequirements of the Aci and the Regulations as further da�'inad 'm the Supplementar� Condatians for any proJect rece�cring Federal assistance. ART�CLE 7— UTHER WORK AT THE �ITE 7.a1 Related Work atSate A. City may perfot�n otlaer work related to the Project at ihe Site vc�ith City's employees, or other City contractars, ar through ather direct contracts therefor, ar have other work perfarmed by utiIity ownars, If such othar vvark is not not�d in the Contract Docurnen.ts, then written notice �hereof will be given to Contractor prior to startu�g any such other work; and B. Contxactor shall afford each other con�ractor who is a party to such a d�ect contract, each utility owner, and City, if City is performing othar work r�viCh City's empIoyees ar o�er Czty contraetors, proper and safe access to the Srte, pro�vide a reasonable opportunity far the introduction and �tara�e of rnaterials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, frtting, and patching of ih� Work thafi may be required to properly cannect ar otb.erwise �nake rts several parts come together and properly i�tegrate with such other work. Contractor shall not endanger any work af others by cutting, excavating, or oYherovise altering such wvnrk; pro�ided, howevex, tnat Coniractor may cut or alter nihers' wnrk with the written consent af City a.nd the others whose work will ba aff'ected. C, If �he proper execution or results of any part of Cantractor's VVork depends upon work performed by others under this Article 7, Contracior shall inspect such other work and proz�ptIy report ta City in writing any delays, defects, or deficiencies in such otl�er work that render rt u�navailab�e ar unsuitabI� for the proper execution and results of Contractar's Work. Contractor's failure to sn report will constitute an aceeptance of such atller work as fit and proper for ir�tegration wi�h Contractor's Work except %r ]atent defects in �e work provided by ofihers. CITY pF FpRT WpRTH STANI}ARDCONSTRi7CTI0N SPECIFICATION DQCiINIEN"I'S Revisian: $�21 007200-1 GENERAL PAN�ITION 5 Page 36 of 63 7.02 Caordination A. �f City intends to contract with others for the performance oi other work on thc Project at ihe Si�e, the follawing will be sei forth in Supplementary C�nditions: 1. the individual or entity who will hava autharhy and responsbillityy for coardination of the activities among the various cantraetors �cill he identified; 2. the specific matters to be covered by such authority and rasponsibility will b� itemized; and 3. the e�entof such authority and respon5ibili�ties will be provided, B. Unless otherwise provided in the Supplementary Conditions, City sY�aIl have authority for sueh coorciination. ARTICLE 8 — CITY'S RESPONSIBILTTIES 8.D1 Cor�zmunications to Contt�actar Except as otherwise provided in the S�tpplemenfiary Conditions, Ciry shall issue aIl comm�anications to Contractor. 8.02 Furnish Data City shall timely firrnish the c�ata required under th� Contract Documenis. 8.03 Pay Wlzen l�ue Ciry shaIl make payments ta Cont�actor in accordance rv�h Ariicle 14. $.�� ands and Easements; Repo�ts and Tests Czty's duties with respect to prov�ding lands and easer�ents and provi�g engineering surveys to establish reference pamts are set farth in Paragraphs 4.01 and 4.05. Paragraph 4.02 re�ers �fl City's identifying andmaking avai�able ta Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditi�ons relating to �xisting surface or �ubsurfaoe structUres at or contiguaus to the Site that have been utilized by City � prepari�g the Contract Documents. S.US Change O�ders City shail execute Change Orders in accordance with Paragraph 10.03. 8.06 Inspections, Tests, a�dApprovals City's responsibi�ily with respect to certain in�spections, tasts, and appro�als is set forih in Paragrap4� 13.03. CITY' OF FORT WQR'I`H 5'I'ANDARDCOT'�TRUCTION SPECIFICAPION DOCUMEI�TTS Revision; $rL�12D21 oo�zoo-i GENERAL CAN� ITION S Page 37 of 63 8.07 Limifations on City's Respansibilities A. The City shal] not supervise, direct, or ha�e con�ral or authority over, nor be responsible for, Contractor's means, m�thods, t�chniques, sequences, ar procedures of construction, or the safety precautions and prograrns incident thereto, or for any Failura of Contractor to cornply with Laws and Regulatians applicable to the perfonnance o� ihe Wark. City will not be responsiUle for Coni�'actor's fai�uz�e ta pezfozxz� the Work in accardance wi�h fi11e Contract Documents. S. City will no�ify the Contractor of applicable safeiy plans purs�aant to �'aragraph 6.14. 8.08 U�c�isclo.�ed Haza�dor.rs Envir�onrnental Condition Ciry's responsibility with respect to an i�ndi�closec� Hazardous Env�ronmental Condition is set farth in 1' aragraph 4, 06. 8.09 Compliance �ith Safety P�ogram While ai the Site, City's employees and represen.tati�es shall cozx�ply with the speci�ic applicable requirements of Contrac�or's safety prQgrams of which City has been informed pursuant t� Paragraph 6.14. ARTZCLE 9— CxTY'S OBSERVATION STATUS DURING CONSTRUCTIOIbT 9.Q1 City'sP�ojectManager City r�vill provide one or mora Project Manager(s) durirag the const�ruction period. The dut�es and respons�bilrties and the limita.tions of authariry of City's Project Manager during construction are set £orth in the Con�ract Doctnnents. The City's ProJect Manager for this Contract is identified m the Supplementary Conditians. 9.02 Visit.s io Site A. City's Praj�ct Manager vvill maka �visi�s to the Site at intervals appropriate to the various stages o� construction as City deems necessary in arder to abser�e the pragress tI-iai has been made and t1�e quality of the various aspects af Contractor's executed Work. Based on inforrnatzan obtained during such visits and observations, City's Project Manager will detezmir►e, �n generaI, if the Work is proceeding in accordance with the Contract Documents. City's Project Manager wi11 not be required to rnake e�austive ar cQntinuous inspections an �ia 5i�e to cl�eck the quality or qtaantity of tlie Worl� City's Project Manager's efforts will b� directed t�ward providing City a greater degree of co�£idez�ce tlaat fhe completed Work wilI conform generally ta the Contract Documenis. B. City's Project Manager's �isit� and observations are s�bjeci to all the linutatiox� on authority and responsbility in the Contract Documents iticludillg those set fortii in Paragraph 8.07. CTTY QF FORT WORTkI STANI7ARDCONSTRUCTION SPEC]FICATI4N DOCiJMEN"TS I2evision; 82i�2.] ' p07200-1 GENERALCAN�[TION S Page 38 of 63 9.03 Authorazed Variations in WoNk Ci�ty's Project Manager may authorize minor varrations in the Wark from the requirements of the Contract Documents which do not in.valve an adjustrnent in the Coritract Price or the Con�ract Tuxxe and are compatible with the design concept o� the compl�ted Project as a funciioning whoIe as indicated by the Contract Documants. These rr�ay be accomplished by a Fi�ld Order and will be bmdirig an Ciry and also on Contractor, vc�ho shall perform �he Wark invalved promp�lq. R.O� RejectingDefective Work City will hav�e authority to rejeci Worlc which City's ProJect Manager believes to be defective, or will not produce a eompleted Projeet that corifornas to the Con�ract Documents or that will prejudice the integrity of the design concept af the completad Project as a functioning whole as indicated by the Contract Documents. Ciry will have authority to conduct special inspection or test�g of the Work as pravided in Article 13, whethec or nat the Work is iabricated, instaIled, or completed. 9.05 DeterminatiansforWorkPer�formed Contractor v�iIl deternaine the actual quarnities and classif'ications a�' Work peF foxmed. City's Project Manager will review with Cant�actor tl�e preliminary determinatians on suchmatters hefore rendermg a written recommendation. City's written decision w�l be fi�aal (except as modified io reflect changed factual eonditions ar more accurate data). 9.06 Decisions onRequirements ofContractDocuments andAcceptability nf T�ork A. Ciiy will be the initial interpreter of the requinre�nents of the Cantract Docutnents and judge af the acceptabiliry of the Work th�reunder. B. City will render a written decisian on any issue referred. C. Gity's written decision on the issue referredwilI be final and bind'mg an the Contractor, subject to the provisions of Paragraph 10.06. ARTXCLE 10 — CHANGES XN THE WORK; CLAIMS; EXTRA WORK 10.01 Authorized Changes in the Work A. W�hout invafidating �e Contra.ct and wii:hout notice to any surety, City may, at any tnne or from time to iime, ordex Extxa Work. Upon notice of such Extra Wark, Con�actor shall pramptly proeeed with the Work �it�volved wlaich will be per%rmed under the appIicable conditions of �he Cont�act Documents (axcept as otI�erwise speci�cally provided). Exfra Work shall be mexnor�ia.lized by a Change Order �hich rnay or may nof precede an order af ��ra work. B. For minor changes of Work nat requ��g changes to Con�ract Tirne ar Contract Price, a Field Order may be issued by the Ci�ty. CITYQP FORT WOIiTH STANDA1tDCONSTRUCTION SPECIFICATION DOCUMEC�ITS Revision: 8123l1d21 ao �z oo - i GENERAL CAN� ITIQN 5 Page 39 of b3 10.02 Unauthorized Changes in the Work Co�tractor sha11 not be entitled to an increase m the Contract Price or an e�tension of the C�ntract Time with respect to any work perfo�nned that is nat required by the Contract Docurnen�s as amended, rr�odif'ied, ar supplemented as provided in Paragraph 3.04, except in the case of an ernergency as provided 'u� Paragraph b.17, 10.03 Execution ofChar�ge Orders A. City and Contractar sl�all execute appropriate Change Ordexs covering: 1, changes i� the Work which are: (i) ardered bq City pursuant to Paragraph 10.01.A, ('v) require d because of acceptanee of de�ective Wark undex �'aragxaph 13.08 or City's correction of d�fective Work under Para�raph 13.09, or (�) agreed to by the parties; 2. changes in �he Contract Price or Contract Time w}�ich are agreed to by the parties, iuncluding any undi�puted sum or amount of time for Work actually perFormed. 10.04 Extra YYo�k A. Should a difference arise as to what does ar doe5 not constrtute E�tra Work, or as to th� payment thereof, and the Ciry insists upon its performance, ihe Conixactor shall proceed with the work after rnaking written request far vvrirCan orders and shall keep accurate accaunt ofthe aci�aal reasanable c�st thereaf. Cont�act Clauns regarding E�ra Work shall be rnade pursuant to Paragraph I0.06. B. The Conbractor shall furnish the City such installation records of all deviations from �e original Can�ract Documents as may be necessary to enable the Ciry to prepare fQr perman�nt racnrd a corrected set of plans shQwmg the actual instaUaiion. C. Th� compensatiQn agreed upon %r Extra Work whether or not initiated by a Ch.ange Order shall be a full, complete and final payrnent for a1] costs Contractor incurs as a result or relating io the change or Extra Worlc, whether said �osts are lrnown, unknown, foreseen or unforeseen at that time, including witl�out limita�ion, any costs for delay, extended overhead, ripple or impact c�st, or any othar affect on changed or unchanged work as a result of fhe change or E�ra �Vork, la.os NotificationtoS�Yety Ifthe provisions af any bond require notice ta be gi�en to a surety a�any change affectingthe general scope af the Work or the provisions of the Cantract Documents (including, but not limited to, Contract Price or Contract Time), the givirag of any such natice will be Contractar's responsibility. T'he amount of each applieable bond will be adjusted by the Cantractor to reflect the effect of any such change. CTTY OF FORT WORTH STANDARDCDN5TRIICTION SPECIFICATION D�CUMENTS Ztevision: P✓Z.i,2021 p47200-1 GENERAL CONDITION S Pa�e 40 oi 63 10A6 Contract Claims 1'rocess A. City's Decision Required: All Contract Claims, except those waived pursuan� to Paragraph 14.09, shall be referred to the City for decision. A decision by City shall be required as a condiiion precedent ta any exercise b� Confiractor of any rights or remedies he may otherwise have und�r the Contract Documents ar by Laws and Regulations in respeci of such Contract Claims. B. Notice: 1. Writ�en notice stating ihe �eneral nature of each Cotatract Claim shall be daliv�raci by the Contractor to City no ]ater than �5 days aftsrthe sta,rt of the event giving rise t�ereto. Tl�e respans�bility to substantiate a Contract C1aim shall rest w�ih the party malc.ing the Contract Clairr�, 2. Notice of ihe amount or extent of the Contract Claitn, with supporting da� shall be delivered to ih� City on nr before 45 days frarn the start of the event giving rise thereto (Unless the �ity allows additianal tmle �or Con#�actor to submit additional or more �.ccurat� data in support af such Contract Claim). 3. A Contract Claim for an adjustrn�nt in Contract Price sha�l be prepa�red irz accordance wrth the provisions of Paragraph 12.01. 4. A Cont�act Clairn for an ac�justrnent in Contract Time sl�all be prepared in accordance with the provisions af Para�raph 12.02. 5. Each Contract Claim shall be accompanied by Coniraetor's written state�aaent th�t tihe adjusime�t clazr�aed is the entire adjustment to which the Contractor believ�s it is entiiled as a result of said eveni. 6. The City shall subrnit any response to the Cantractar withiri 30 days after receipt o� the clai�nant's last submittal (unless Cantract alIows additional tnn�). C. City'sAction: City wiIl review eachContract Claim and, with�in 30 days afterreceip� aFthe last sub�nittal of �he Contract�r, if any, take ona of the fo�lovvmg actions in. writiing: l. deny the Co�iract Clann in whole or in part; 2. approve tlae Con.tract Cl�im; or 3. notify the Contractar that the City is unable ta resolve the C�ntract Claim if, in the City's �ole discretion, it wou�d be inap�rapriate for the City to do so. Far purposes of further resolution o�the Conixact Claim, such notice shall be deemed a denial. CTTY OF FOAT WOATH STANDAIiACQNSTRUCTION SPECIFICATION DOCiJMENT3 RCV1Si011.$�i] oa�zao-� G�NERALCQN�ITIdNS Page 4l of 63 D. City's �ritten action under Paragraph 10.06,C will ba firaal and binding, unless City or Gontractor invoke the dispute resolutian pracedure set forth in ArticIe 16 �ithin 30 days of such action ar denial. E. Na Coni�act Claizn far an adjustment in Cont�act Price or Contract Time will be valici i� not subrnitted in accordance with this Paragraph 10.06. ARTICLE 11— COST OF THE VVORK; ALLOWANCES; U�TIT PRICE WORK; PLANS QUANTITY MEASIIREMENT 11.01 Cost af the �'ark A. Costs Zncluded: The tezm Cost of the Work means th.e swrr� of all casts, except those e�cluded � Paragraph 11.O1.B, necessarily incurred and paid by Cantractor in the praper performance of the Work. When the �value of any Wark caverad by a Change Order, tl�e costs to be reiumbursed ta Contractor will b� only thase additional or ineremental costs requu•ed �ecause ofthe change in the Work. SucY� casts shall not include �ny of the casts itemized in Paragraph I1.OI.B, and shalI include but not be limited to tk�e following iterns: 1. �'ayrol� costs for ennployees in the direct employ of Conixactor in tl�e perfarmance of the Wark under sc�eii��es of jo3� class'�"ic�.tions agreed upon by City and Cantractor. Such employees shall include, without limit�.tion, sup�rintendents, foremen, and other personnel employed full time an the Work, Payrol� costs �or �mploy�es not employed fu1l titne on the Work shall be apportianed on the basis of thei� time spent on the Work. Payroll costs shall iuiclude; a. saIaries with a 55% rnarkup, or b. salaries and wages plus the cost of fringe benefrts, which shall include social seciari�y contributions, unemployment, excise, and payroll taxes, work�rs' cnrnpensation, health and retirement benef�ts, bonuses, sick Iea�e, vacatian and holiday pay applicable ther�to. The expenses of perfot7ning Work outside of Regular Workmg Haurs, Weekend Working Hours, or legal holidays, shall ba ineluded �n the above to the ex.tent authorized vy c�y. 2. Cost of all materials and equipment'furnished and incorporated in the Work, including costs af t�•ansportation and storage thereaf, and Suppliers' feld services required in connection th.exew�tk�. 3. Rentals of all cons�ruction equipment and machin�ry, and the parts ther�of whether re�ted from Cont�actor or others in accardance with rental agraements appra�ed by City, and tk�e costs af transportation, load'zng, unIoaditag, assernbly, dismantlmg, and removal thereo£ All such cos#s shall be iti accordance �vith the tarms af said rental agreements. Tne rental af any such equipment, rnaehinery, or parts shafl cease when the use thereof is no longer necessary far the Work. CITX OF rORT WORTH STANDARDCpNSTR�JCTION SP�CIFICATI4N DOCUMEIVTS Revision: $23/Z021 067200-] GENERALCQEJDITIOiJ S Fage 42 af 63 4. Payments made by Contractor ta Subcontractars for Work performed by Subcon�'actors. Ii required by Cily, Contractor slaall ob�ain campetitive bids frarn subeantractors aceeptable to City ar�d Co��ractar and shall deliver such bids to City, who will then deiermine, which bids, if any, will be acceptable. If any suhcontract provides that the Subconiractor is to be paid on the basis nf Cost of #he Work plus a fee, the Subcantractor's Cast of the Work and fee shall be determined in the same ma�nex• as Contractor's Cost of the Work and fee as provided � thi� Paragaph 11.01. 5. Costs of specia.l consultants {mcluding but not limi�ad to engineer�, arch�ects, testing la.boratories, surueyors, attorneys,.and accountants) employed far serviees sp�cifically related to the Work. 6. Supplemental cQsts incl�ding tk�e following: a. The proport�on of necessary transportation, travel, and subsistence expenses of Contractar's employees incurred in discharge of ciu�ies connected with the Worlc. b. Cost, �cludu�g transpartation and maintenance, of all maierials, suppIies, equip�nent, machinery, appliances, offi�e, and tamporary fac�lities at �he Site, and hand tools not owned by �the workers, which are consumed m the performance of tbe Work, and cost, less rnarket value, of s�xch items. used but not consumed which renna� the property of Cantractor. c. Sales, consumer, use, and other similar taxes related to the Work, and far which Contractor is liable not cavered under Paragrapk� 6.11, as irnposed by Laws and Regulations. d. Deposits lost for eauses other than negligence of Contractor, any Subeontractor, or anyone d�rectly or indiractly ernployed by anq of the� or �or whase acts any of them may he Iiable, and royairy payments and fees for permits and license,s. e. Losses and damages (and re}ated expenses} caus�d by da.mage to the Work, not compensated by insurance or otherwisa, sustained by Coniractor in connectian �aaith tha performance af the Wnrk, provided such losses and damages have resulted from causes ofiher tba.n the negligence of Contractor, arzy �ubcontractar, or anyane directly or �directly ernplayed by any of t�em or far whose acts any of them may be liable. Such losses shall include settlements mad� wit�i the written cansent and approval of City. No such losses, datnag�s, and ��renses shaIl be included in the Cost of the Work for the putpose of deteilnining Contractor's fee. f. The cosiofutilities, fael, and sanitary facilities atthe Site. g. Mirior e��nses such as telegrams, long distance telephone calls, telephone and communication services at the Site, express and eourier services, anc� similar petty cash ite�ns in coza�nection with the Work. CITY OF FORT WOR'1'H 3TAi�i]7ARDCflNSTRIICTION SPECIFICATION DOCi.1MEN'['S Revision: 82�21 0.072DD-1 GENERALCQN➢ITIOE�S Page 43 of 63 h. The costs of preiniums for all bonds and insurance Contractar is required by the Contract Doeuments ta purchase andmaintait�. B. Costs Excluded: The term Co�t of the Work snall not inelude any of the following ztems: 1. PayroIl costs and other compensation af Contractor's af�cers, executive5, prmcipals (of parincrsnips and sa10 proprietorships}, general managers, safety managers, engineers, architects, estirr�ators, attorneys, auditors, accountants, purchasing and contraciing agents, expediters, tur�eke�pers, clerks, and o�ther personnel enr�ployed by Cantractor, wheth�r at the 5ite o�r in Gon.tractor's principal or branch of�ce for genaral adixiuust�ation of the Work and not specifcally included in the agreed upon schedule of job class�ications refenred to in Paragraph I1.O1.A.1 or specifically covered by Paragraph 11.O1,A.4, all of which are to be eonsidered administrati�e costs cavered by ihe Coniractor's fee. 2. E�enses of Contractor's principal and branch offices othex than Contractor's office at the Srte. 3. Any part of Contraetor's cap�al ex�enses, including inierest on Gontractor's capita l ernployed for the Wark and charges against Contractor for delinquent payrnents. 4. Costs du� to the negligence of Contrac�or, any Subcontractar, or anyane dir�ctly or indi�ectly employec� by any of them or for whose acts any of thenn nnay be liable, including but not Ii�x�ited to, tbe co�rection o:F defecti�ve Wark, disposal of maieria� ox equipnnent wrongly supplied, and making good any damage to property. 5. Other averhead or g�neral eacpense costs af any kind. C. Contractar',s Fee: When all the Work is performed on �he basis of cost-plus, Contractor's fee shalI be determined as set farth ir� tkie Agreement. When tlie value of any Waxk covered by a Change Order for an adjustment in Gontract Price is det�rmined on the basis of Cost of the Work, Contracior's fee shall be determined as set forth in Paragraph 12.OI.C. D. Docu�nentation: Whenever the Cost of the Work for any purpose is to be d�termined pursuant to Paragraphs I1.01.A and 11.O1.B, Cantractor will esta.blish and maintain records thereof in acc�rdance with generally accepted accountuag practices anc� submit ir� a foz�z�n acceptable to City an itemized cast brealcdown togeEher with suppoz�ting data. ll.0� Allowanc�s A. SpecifiedAl%tivance: It is utiderstoad tl�at Cant�'actar has included in the Contract Price ali alIawances sa named in .the Contract Documents and shall cause tbe Work so covered to be perfarmed for s�ch surns and by sucYz persons or entities as may be acceptabie to City. B. PNe-bidAllowances: 1. Contractor agrees that: CTI`Y QF FORT WbRTFT STANDAI�DCONSTRUC7'ION SPECIFICATION DOCUMENTS Revision: 8�1021 oo�zoo-i GENERAL CONDITION S Page 44 of 63 a. fhe pre-bid al�c�wances inc�ude the eost to Con�ractor of materials a�cl eyuipment required by the allowances to be deli�ered at the Site, and alI applicable taxes; and b. Contractor's cos�s for unloadin� and handling on ihe Srte, labor, installation, overhead, profit, and a�her expenses eontemplated for the pr�-I�id allavc�ances have been included in the alIowances, and no demand for acidifiional payment an account of any ai the faregoing will be valid. C. ContingencyAllowance: Cont�actor agrees that a contingency a�lawance, � any, is for the sole use of City. D. Prior to fu�al payment, an appropria�e Change Order v�r�l be issued to reflect act�aal amounts due Con.ixactor on account af Work covered by aIlawances, and the Cantract �rice shall be correspond�ngly adjusied. 11.Q3 UnatPrice Work A. Where the Confract Documents provide that all or part af the Work is ta be Urait Price Wark, initially the Coniract Price wi� be deenned ta include far aIl Unit Price Woric an amount equal to the sum ofihe unit price for each separaiely identif'�ed item of Utut Price Work tun�s the es�imated quantity of eac�h item as �ndicatcd in the Agre�m�nt. B. The estirzaated quant�ties af items of Unit Price Work ar� not guaranteed and are solely for the putpose of comparison of Bids and determinimg an initial Contract Price. Detexminations of the actual quantities and classifications of Urut Price Work perforrned b� Contractor will be mad� by Cily subject to the pravisions of Paragraph 9.Q5. C. Each �anit price will be deemed to include an amount considered by Contractor to ba adaqua.te to cover Con�ractor's o�erhead and prof� far each separa�ely identif'ied item. Work descrbed in the Contract Documents, or r�asonably it�err�d as required far a functionally complete installation, but not identifed in the �isting of unit price items sk�all be considered incidental to unrt price work lisied and the cosi of incidental work included as part of the unit price. D. City may make an adjustment �n �e Contract Price in accordance witlz Paragraph 12.01 if: I. tk�e quantity of any item af Utut Price Work perforrried by Contractor differs materially and signif"zcantly from the estirz�ated quantity of such item indicated in the Agreement; and 2. there is no carresponding adjustznent with respectto any other itern af Work. E. .Increased or Decreased Quantities.• The City reserves tkae right to order Ex�ra Work in accardance wi�h Paragraph 10.01. 1. If the change� in quantities or t�e alterations do not signi�cantly c�ange ihe character of work under the Coniract Documents, the altered work will be paid for at tl�e Contract unit price. CTTY OF FORT W�RTH STANDARDCONSTRUCTIDN SPECIPICATION IJOCT.JMIIJ7'S Revision: il2.3f�021 00 �z oo - i GENERAL CONDITION 5 Page 45 of 63 2, If the changes in quantities ar al�erations signi�cantly change the character of work, the Contracti will be amended b� a Change Order. 3, If no unit price� e�s�, this will be considered E�cira Work and �he Contract will b� amended by a Change Order in accordance wifh Article 12. 4. A 5ignifican.t change in tl�e ck�aracter of work occurs when: a. tne character of work for any Item as a�tered differs materia.11y in kind ar nature from that in the Gontract or b. a Major Itern of �vork varies by mare than 25% from tl�e original Contract quant�ty. 5. When the quantiiy of work to be dane und�r any Major Item of the Cantrac� is rnore than I�5% of the origi�aal quantity stated in �e Cani�act, then either party to the Contract may request an adjustment to the unit pxice on the partiQn of the work that is aba�e 125%. b. When the quantity of work to be done under any MaJor Item of the Cantract is less than 75% of the arigina] quantity stated in the Contract, then either party to the Contract rnay request an adjus�nent tq the unit price. 11.04 Plans Qu�ntity Mer�surement A. Plans quantities may or may not representthe �xact qUa.ntity of work perforrned ar matearial moved, handled, or placed during the execution of ihe Contract. 'The est�rnated bid quantiiies are designated as finaI payrnent quanti�ies, unless re��sed by the governing Section ar this Article. B. If the quaz�tity measured as outlined under "Price and Payment Procedures" varies by more than 25°fo {or as stipulated under "Price and Payment Procedures" for specifc Items} froin t�e total estunated quantity for an individual Item origixaally showr� in the Coni�act Documents, an adjustment may be rnade ta the quantity of author�zed work done for payment purposes. The party to the Contract requesti�g tne adjusiment will provide �eld measurementis and calculations showing the fuaal quantity for which payment will be made. Payment for rev�sed quantity will be made at the unit price bid for that Item, except as provided for in Article 10. C. When c�uantities are re�ised by a change in design approved by tk�e City, by Change Order, or to correct an error, or to correctanerror on the plans, the plans quan�ity vviIl be inereasedor decreased by the amount involved in the change, and the 25°/a �ariance vvill apply ta the new plans qnantity. D. If the total Cantract yuantity multip�ied by t1�e unit price bid For an �dividual Item is Iess than $250 and the Itez� is �not oxiginalty a plans quantity Item, t�en the Item may be paid as a plans quaniity Item if the City and Contractor agree in writing to f� ihe final quantity as a plar� quantity. CTI'Y OF FORT 1�ORTI3 STAI�DA,RI]C�NSTRUCTTON SPECIFICATIpN DOCLIMENT5 tievision: i3�131�:121 00720d-I GENER,4LCQ3JDIT16NS Aage 46 of 63 E. For callout work or non-site specific Contracts,the plans quantiry measurementrequirements are not applicabl�. ARTXCLE 1� — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 12.01 Change ofContractPrice A. The Contract Price may only be changed by a Chan�e Order. B. The value o� any Work cavered by a Change Order wiIl be determined as follows: l. where the Work mvolved is covered by unrt prices contained in the Con�ract Documents, 6y application of such Unit prices to the quantities af the items �voh+ed {subject to the pro�visions of Paragraph 11.03}; ar 2. �here the Work involvec� is nat covered 6y unit prices contained in the Contract Docu�nents, by a mutUally agreed h�np s� or unit price (which rnay include an al�owance for o�erhead and prof� not neeessar�y in accordance wi� Paragraph 12.O1.C.2), and shall mclude the cost af any seeondary impacts ihat are fareseeable at the time of pricing the cost o� E�ca Woxk; or 3. where t�e Wark invalveci is not covered by unit prices contained in the Con�racti Documents and agreernent to a lump sum ar u�it price is not reachedunder Paragraph 12.OI.B.2, an the basis ofthe Cost of the Work {determined as provided in �'arag�raph 11.01} plus a Contractor's fee for overhead and profrt {det�rmined as provided 'm Paragraph 12.b1.C). C. Contr°actor's Fee: Th:e Cant�actvr's addifivnal fee for overhead and profit shall be deterrr�ined as t'ollows: l, a mutvally acceptable f�ed fe�; or 2. � a f�ed fee is not agt'eed upan, then a fee based on the followirig percentages of the various portions of the Cost of the Wark: a, for costs incurred undar Paragraphs 11.O1.A.1, 11.01.A.2. and 11.O1.A.3, the Contractor's ac�drtional fee shall be 15 perc�nt e�cept for: 1) rental fees for Contractar's own eyuiprnent uszng standard ren.tal rates; 2) bands and insurance; b. for costs incurred under Paragraph 11,OI.A.4 and 11.01.A.5, fhe Contractor's fee shall be five percent (5%}; 1) vuhere ona or more tiers of subcontrac�s a�re on the basis of Cost of the Work plus a fee and no f�ed fee is agread upon, the intent of Paragraphs 12.O1.C.2.a and 12AI.G2.b is that the Subcontractar who actually performs the Work, at whatever C1TY OF FORT WORTH STANVAILDCONSTRUCTION SPEC]FICATZ6N DOCUMENTS Revision: S�L�1021 00720p-1 GENERAL CON� I T 10 N S Page 47 of B3 �ier, will be paid a fee of 15 percent of the costs incurred by such Subcontractar under Paragraphs 11.Q1.A.1 and 11.01.A.2 and that any hig�er tier Subcontxactor and Contractor will each be paid a fee of five percent (5%) of the amount paid to the ne� lower tier Subcontractor, hawever � no case shall the c�amulat�ve total of fees paid be in ex�ess af 25°fo; c. no fee shall be payable on the bas�s of eosts rtemized under Paragraphs 11.O1.A.6, and 11.O1.B; d. the amount of credit to be allnwed by Contractor to City for any change wnich resuits in a net decrease in castwill be the a�nount ofthe actuaI net decrease in cost pIus a ded�ction in Contractor's fee by an amount equal to irve p�rcent {5%) of such net decrease. 12.02 Change of Contract Tirne A. The Confract Time may onl� be changed by a Change Order. B. No extension of the Contracfi Time wilI be aIlowed forEatra Worlc or for claimed delay unless the Extra Work contemplated or claaned delay is shown to be on the critical path of ihe Project Schedule or Contractor can show by Crikical Path 1Vlethod analysis how the Extra Work or elaime d delay adversely affects the critical path. 12.03 Del�ys A. Where Cantractor �s reasonably del�yed in the performance or corng�etian of any part of the Vi�ork withit� the Contract Tnne due to delay beyond the control of Contraciar, tha Contract Time may be extended in an amounf equal to tk�e tiuxie lost due ta such delay �' a Contract Claim is made therefor. Delays beyond the control of Confractor shall include, but not be limited �o, acts or neglect by City, acts or negIect of utility owners or o�er contractors perfflrmu�g other work as contempla.ted by Article 7, fires, tloods, epidemics, abnorma.l weather eonditions, ar acts af God. Such an adjustrnent shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph. B. If Contractor is delayed, City s}�al� not be liable to Contraetor for any claims, costs, losses, or damages (including but nat ]imited to al� fees and charges of engar�eers, archrtects, attoarneys, az�d other professiona.ls and alI court or arbitra�ion or other d�spute resolution costs) sustained by Contractor on or �in cannectian with any o�ther project or anticipated project, C. Contractor shall not be entzkled to an adjustnnent iri Con�act Price or Contract Tune for delays with� the contral of Contractor. Delays attrbutable ta and within tkae contral of a Subcontractox or Supplier snall be de�m�d to be delays within the conirol of Contractor. D. The Con�raetar shall receive no campensatian for delays or hindrances to the Wark, exceptwhen direct and unavoidable e�ra cost ta the Cantractor �s caused by the failure of thc Cit�y to provide it�ormation or material, � any, which is ta be furnislied by the C�y. CTTY OF FOTLT WORTH STANDARDCONSTRUCTI6N SPECIF3CATION ]]QCiJMENTS Revision: 8/L3/20Z1 oo�zoo-� GENERALfAIdDITION 5 Page 48 of 63 ART�CLE 13 — TE,�T� AND INSPECTION�; CORREC'1`TON, REIVIOVAL OR ACCEPTAIVCE OF DEFECT�VE WURK 13.01 Notice of Defects Notic� of all d�f�ctiv� Work of which Ciry has actual knowIedge will be giv�n to Contractor. Defective Work may be rejected, correctad, or accepted as pravided in tivs Article 13. 13.02 Access to t�'ork City, indeper�dent tesiing Iaboratories, and governrnental agencies with jurisdictional mterests will have access to the Site and ihe Work at reasonable �imes for th.eir observation, �spcction, and testin�. Contractor shall pravide them proper and safe conditions for such access an.d advise them of Contractor's safety pracedures and progr�ms so that th�y may corr�ply therewith as applicable. 13.03 Tests and Inspections A. Confxaetor shall give City timely notice of readiness of the Work for all required 'mspectians, tests, ar apprrova�s and sk�all cooperate wi�h inspection and testing personnel to facilitat��.required inspections or tests. B. If Con�act Dacurner�ts, Laws or Regu�ations of any pubIic boc�y �aving juri�diction requiire any af t1�e Wo.rk (ar part thereofl ia be insp�cted, testec�, or approved, Contractar shall assvme fi�ll res�onsibi�ty for azrangi�g and obtain�g such independent inspections, tests, retests or approvals, pay all costs in connection therewith, an.d furnish City the required certificates of inspection or approva�; exceptmg, hor�ve�ver, those fees speeif'ically identified in the Supplementary Canditions ar any Texas Departmer�t of Lioensure and Regulation {TDLR) inspections, whieh shall be paid as described in the Supplern�ntaty Cond�ions. C. Contractor shall be rasponsible for arranging and obtaining and slaall pay alI costs in connection wi�h any u�spec�ions, tests, re�tests, or approvals required for City's acceptance of mafi�rials ar equipment to be incorporated in the Wark; or acceptanae ofrnaterials, rn� designs, or equipment submitted for approval prior to Cantractor's purchase thereof for incorporation in the Work. Suc� inspections, tests, re-tests, or approvals shall he performecl� by organi7ations �CCF:j7��]l� t0 Ciry. D. Gity nnay arrange for the sezvices of an independent test�g labaratory (`�I'esting Lab"} to perform any inspections ar tests {"Testiva�') for any part af the Worl� as deterrnined sole�y by City. 1. City will coprdinate such Testmg to t11e extent poss�ble, with ContractQr; 2. Should any Testir�g under this Section 13.03 D result in� �"f�.i1", "did riot pass" oe other sintilar negati�e result, the Contractar sha.11 be responsible for paying for any and all retests. Contractor's cancellatior� withnut ca�ase of City iniiiated Tasting shall be deenaed a negatrve cesult and require a retest. ciTv o� FaxT wox� STANDARDCpNSTR[JCTION SPECIFICATION �OCUMF.N7'S Revision: 82�1 OD72pQ-1 GENERALCAN�ITIONS Fage 49 of 63 A�y amounts o�wad %r any retest under this Section 13.03 D shall be paid directly t.o the Testin� Lab by Cont�actor. Ciry vvill forward all invoices for retes#s tc� Cont�ractar. 4. If Caniractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing Lab is paid. E. If any Work (ar the work of others) that is to be inspected, tested, or approved is covered by Con�ractor withaut written coneurrence of City, Contractor shall, if re�uest�d by Cify, uncover such Wark for observa�ion, F. L7nc�v�ring Work as provided in Paragraph 13.03.E shall be at Con�ractar's expen:se. G, Contractor shall have the right to make a Contract Claan regarding any retest or invoice issued under Section 13.03 D. 13.04 Uncavering YT�o�^k A. Tf any Work is covered contrary to tihe Can�ract Docu�nents or specific instructions by the City, it must, if requested by City, be uncovered for City's observa�ion and replaced at Conixactor's e�ense. B. If City considers it necessary or ad�isable tkaat covered Wark be ohserved by City or inspected or tested by athers, Contractior, at City's request, shall uncover, expose, ar atherwise mal�e available far observation, inspection, or testing as City may require, that porti.Qn af tb.e Work in question, furnishing all necessary fabor, material, and �quipment, If it is found that the uncavered Work is defective, Contractor shall pay alI claicns, costs, losses, and damages {mcluding but not limited ta all fees and charges of engrneers, arclvtects, attorneys, and oYher professional� and all court or other di�pute resolution costs} arising out af ar relating to such uncovering, exposure, observation, inspeciion, and testing, and of satisfactory replacement or reconsiruction (including buf not limited to all cQsts of repair or replacement o�work of others); or City shall be entitled to accept defecti�0 Work in accordar�e with �aragraph 13.08 in which case Con.tracfar shall still be responsible for all costs assaeiated with exposing, observin�, and testirig tlze defective Work. 2. If the uncavered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an e�ension ofthe ConfiraciTime, or both, diractly attributal�le to such uncovering, exposure, obser�atzon, inspectian, testing, replacement, and recanstruction. 13.OS City May Stop the Work If the Wark is defective, or Contractor fails io supply suffcient sicilled workers or suitable rnateria.ls or ec�uipment, or fails ta perform the Work in such a way that ihe completed Work will confaz7m to the ContractDocuments, City may arder Cantractor to stop �he Wark, or any portion thereof, until the cause for such arder has been eluniu�ated; however, tivs right of Crty to stop the Work shall not give rise tio any duty on ihe part of City to exercise this right for the benefrt o� Cantractor, any CITX OF FORT WOR'I'ki STANDAiiDCONSTRUCT1.bN SPECIF[CATION DOCiJMENTS Revision: 823�1�] 0072Q0-1 G�NERAL CONpITION S Page 5a of 63 Subcontractor, any Suppfier, any other individu�l or ent�y, ar any surety for, or employae or agent o� any of therr�. 13A6 Correction orRemoval ofDefective Work A. Promp�ly a�ter receipt of written notice, Cantractor shall correct alI defectrve Work pursuant ta an acceptable schedule, whe�t�r or nat fabricated, mstalled, or completed, or, if ihe Work has been rejected by City, remove it from the 1'z'�oject and replace it with Work that is nat dafective. Contractar shall pay all claiva�s, casts, additional testi�g, lasses, and da�nages {including bui not limited to alI fees and charges of engineers, arch�ecis, attorneys, and other professionals and a1I couri or arbi�ratian or other dispute resolu�ion costs) arisin� out of or reiating to such canrection or removal (including but not Innited to all costs of repair ar replacement of work of ot.h.ers). Failure to reyuire the rernoval of any defective Work sha]] not canst�.ute acceptance ofsuch Work. B. When correcting defective Wark under ihe terms of thi� Paragraph 13.06 or Paragr�ph 13.07, Contractor shall take no action that would void or atharwise impair Ciry's special warranty and guarantee, if any, on said Work. 13.07 Co�rectaon Period A. If within two (2} years after the date of Final Acceptance {or such longer period of time as rnay be prescrbed by the terms of any applicable special gua.rantee reguired by the ContractDoc�ments), any Work is found to be defective, or � the repa�r of any damages to tt�e �and ar areas rnade avaitable for Cantractor's use by City or permitted by Laws and RegUlatians as contempla.ted in Paragraph6.lfl.A is found to be d�%ctive, Contractor shall promptly, without costto City and in accardance wrth City's wrrtten �structior�s: 1. repair such defectiNe land or areas; or 2. correct such defective Work; or 3. if the defective Wark has been rejected by City, remove rt from �he Project and repiace it witl� Work ihat is not defective, and 4. satisfactorily correct ar repa�r ar rernave and replace any damage to othar Work, to the work of others or other land or areas resulting therefrom. B. If Cont�actor does �.ot prozx�ptly compIy with the te�s of City's written instructions, or in an emergency wnere delay vvould cause serious risk of loss ar damage, City may have the defective Work corrected ot� repaired ar may have the rejected Work remo�red and replaced. All claur�, costs, losses, and damages (including but not liznited to all fees and charges of angineErs, architects, attorneys, and other professionals and aIl court or oth:er dispute resolutian costs) arising out of or relating to such correciian or repair or such removal and replacement (includang bnt not lirnited to all costs of repa� or replacemeni Qf wnrk of others) wi11 be paid by Contracior. CITY OP FORS WORTH STANDARDCDM�TRiICTIpN SPECIFICATIpN DOCT.JT�i'I'S Revision: $23I2[121 Q07200-1 G�N�RAL DDND ITION S Page 51 of 63 C. In special circumstances where a particular itam of equipment is p}aced in aontuluous servi�a be£ore Final Accepiance of all the Work, the correction period for that rt�rn rnay start to run from an earlier date if so provided in ihe Contract Documents. D. Where defect'rv� �Vork (and damage to other Work resuItir�g th�re£ram) has been carr�cted or removed and replaced under this Paragraph 13.07, the correction period hereunder wztY� respect to such Work may be reyuired to be ex.tended for an additional period of one year after the end af the mitial carrectian period. City �hall pravida 30 days writ�en notice to Con�ractor should such addrtiana] warranty co�erage be requir�d. Cant�actar may dispute this requirer-nent by filing a Cont�act Claim, pursuant to Paragraph IO.D6. E. Contractor's obligations under this Paragraph 13.07 are in addition to any ather o�ligation or v,rarranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute far, ar a wai�er af, the provisians af any apglicable statute of limitation or repose. 13.08 Acceptance ofDefective Worlc If, instead of requirir�g carrection or removal and rep�cement of defective Work, City prefers to accept it, City may do so. Con�ractor shaJI pay all claiux�s, costs, Iosses, az�d damages (inolud�g but nat limit�d to all fee� and charges of engineers, architects, attorneys, and other professiozlals and all court or other dispute resolution. cosis) attributable to City's evaluation of and determination to accept such defectzve Wark and for the d'u�nJnished value of the �Vork to tt�� extent not oY,herwise paid by Contractar. If any such acceptance occurs prior to Final Acceptance, a Change Order wilI be issued incorporatin� the necessary re�isions in the Contract Docutnents with respect to the Wark, and Crty shall b� entitled to an apprapriate decrease in the Cantract Price, reflecting the dirniu�is�ed value of Work so accepted. 13.09 City Mr�y CorrectDefective Work A. If Contractor Fai7s vvithin a r�asonable time after written notice from City to correct defecti�e Work, or to remo�e and replace rejected Work as requ�red by Czty in accordance with I�aragraph 13.fl6.A, or if Contractar fails ta perfarm the Work in accardance with the Cantract Documents, or if Cantractar fails to comply with any ath�r provision of th� Cantract Documents, Ciry may, after seven (7} days written notice to Contractor, correct, or remedy any suoh dafici�ncy. B. In exerci�ing the rights and remedias under this Paragraph 13.09, City shall proeeed expadittously. In cpnnection with such co�arective ar re�ned'aal action, Czry nnay exclude Contractar frarn all or par� of the Site, take possession of all or part of t�e V4�ork and suspend Coniractar's ser�ices related thereto, and incorparate in the Work aD rnaterials and equipment incoiporated in the Work, stored at ihe Site or for which City has paid Cont�actar but wf�ich ara stored eisevvhere. Contractor shall allow City, City's representatives, agents, consuItants, employees, and City's other contractors, access to the Si�e to enable Ci�.y to exercise the rigl�ts and. remedies under this P aragraph. C. All c�aims, costs, Iosses, and damages (including but not limi�ed to all fees and charges of engineers, archrtects, attorneys, and ather professional� and all eaurt or ather dispute resalution CITY OF FORT WOItTC3 STANDARDCON5TR[]CTION SPECIFICATION DOCiJN�EN7'$ Revision:8�1 � oo�zao-� G�N�f2AL dONDITfON S Page 52 of 63 costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Con#racior, and a Change Order will be issued incorporating the necessaryrevisions iuz the Co�tractDoc�aents w�ith respecttothe Wor�; and City shall be �ntitled to an appropriate decrease in the Contract Price. D. Con�ractor shall not be allowed an extension of the Contract Time because of any delay in the perfarmance of the Work attrbutable to the �xercise of City's rights and reinedies under this Paragraph 13.09. ARTICLE 14 — PAYMENTS T� CONTRACTOR AND COMPLETION 14.01 Schedule of Val�ces The Schedule of Values far lump sum contracis established as provided in Paragraph 2.07 will serve as the basis far progx-ess payr�ents and vaill be in:corparated into a form of Application for Paymer� acc�ptable to City. Progress payments on account of Un�t Price Wark will he based on the number oi uniks cornpleted. 14.02 Progress Payments A. ApplieationsforPayrnents: I, Contractar is responsible for providing all infor�nnation as required to became a vendor of the City. 2. At �east 20 days before �he date esta�Iished 'm �e General Requirements for each progress payment, Contractor shall submit to City for review an Application for Payment filled out and signed by Cantracfior cover�g the Work campleted as of the date of �e Appl�cation and accompazized by such supportirig documentatian as i� reyuired by the Contract Documents. If payment is requestedan the bas�s of materials and equipment not mcorporated in the Work but deIivered and suitably stored at the Site flr at anothar location agr�ed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or oiher docurr�entatio� warran�ting that Ci�ty has received the ma.terials and equipment free and ciear of all Liens and evidenca that the materials and equipment are covered by appropriate insurance or ofiher arrange�nents to protect City's interest therein, alI af whieh mus� be satisfactory to C i�ty. 4. Beginning wrth tl�e second Application for Payment, eachAppIication s�a�l include an af�davit af Contractor siatmg tha.t previo�as progress payments rec�'rved on account of the Work h;ave been applied on account to discharge Contractor's legi�imate obligatians associated with priar App�icatiar�s for Paym�nt. 5. The amount af retainage witi� respect to progress paymenis will be as described in sUbsectian C. unless othsrwi�e stipulated in the Contract Docurnents. C1TY OF PORT WORTH STANI]A.RACDIVSTRUCTIQN SPECIFICATTON DOCYIIVIEN7'S Revi9ipn: 823I�1 oa �z oa - � c�n�E�a,�co�oirioNs Page 53 of 63 B. R2view ofApplicatio�s: 1. Czty will, after receipt of each Application for Paytnent, ezt�er inciicate in �rititag a recommendation af payment ar retuzn the Application to Contracior indieat�ng reasons for refusing payrr�ent. Tn the latier case, Contractor may make the necessary corrections and resubmit tlie Application. 2. City's pracessuig of any pa�ment request�d in an Application for Payment will be based on City's obselvations of the executed Work, and on Ciiy's review ofthe Application for Payment and t�te accorripanying data and schedules, that to the best of City's knowledge: a. the Wor� has progressed to fk�e poiu�� i�dicated; l�. the qualrty of the Wark is generally in accordance �ith tl�e Cont;ract Documents (subject to an evalua�ion of the Work as a funetie�ning vvhni� prior to or upon Final Acceptance, the results of any subsequent tesfis called %r in the Contract DQcunraents, a fi�nal deterrnir�ation o� qttantities and classifieatians for Wark perfarmed ur�der Paragraph 9.05, and any other qtialifications stated in the reco�vnendation). 3. Processing any sUch payment will noi thereby be deemed to have repr�sented that: a. inspections made to checkthe qua.lity or the quantiiy of the Work as i� has beenperform�d have be�n �xhausti��, e�nded to every aspect of the Work in progress, ar mvalved detailed inspectians of the Work beyand the respon�il�ilities specirficaIly assign.ed to Crty in the Contract Docurnents; or b. there may not be other matters or issue� beriveen the parties tnat m�ght erni�le Contractor to be paid additianally by CiCy or entitle City to withhold payment to Confiractor; or c. Cantractorhascomplied withLaw�andRegulations applicable to Conix'actor'spez�£orfxiance of the Work. 4. City may refuse to process tlne whole ar any part af any payment because of subsequently disco�vered �vidence or the results of subsequent inspections or tests, and revise or revoke any sueh payment previously made, ta such exteni as may be neeessary ta protect City from lass because: a. the Work is defecti�e or complefed Work has been damagec� by the Cantractor or subcontractors requiring correction or rep}acement; b. discr�paneies m quanirties containcd in previous applications �or payment; c, the Contract Price has been reduced by Ch�nge Orders; d. Czty has been requn•ed to correct defective Work or co�nplete Wark in accordance with P aragaph 13.04; or crr�r o� xoxm wox� STANDAItDCONSTRllCTI�N SAECIFICATION DOCiJMENTS Revision: 8?3/�21 oa�zoo-� GENERHL CONdITION 5 Page 54 of 63 e. Ciry has actual knawledge of the accuxrence o� a�ny of the events enumerated in Paragraph 15.02.A. C. Retaitzage: 1. For contraeis less ihan $400,000 at the time of execution, retainage ShalI be ten percent ( I 0°/a). 2. Far contracts greater than $400,4afl at the time of execution, retainage shall be five percent (5%). D. Liquidated Damages. For each calendar day that any wark shall remain uncompleted after the tim� specifed in the Con�act Documents, the sum per day spacif'ied in the Ageeemerrt w�l be assessed agair�st the monies due the Contractor, not as a panalty, but as darnages s�ered by the City. E. Payment.• Contractor will be paid pursuant to the requirernents of t�is Article 14 and payment will become due in accordance with the Conlract Dacuments. F. Reductian in Payment: 1. City may re�use to make payinent of the arnount requested bacause: a. Liens have been filed in connectinn with �he �Vark, except where Con�ractor has delivere d a specific bond satisfacto�y ta City to secure �he satasfaction and d�scharge o� suck� Liens; b. there are other �tems entitling CiGy to a set-off against ihe amount recommended; ar c. City has actua.l lrnowledge nf the occurrence o�any of'the �v�nts enumerated in Paragraphs 14.02.B.�.a tk�rangh 14.02.B.4.e or Paragraph 15.02.A. 2. If City refuses to make payment of tlie amount requested, City wili give Contractor written notiee stating the reasons for such action and pay Contractar any amount remaining after deduction of the amount so withheld. Ciry shall pay Contractor the amount so w�heId, ar any adjustment thereto agreed to by City and Contractar, when Coz�tractor remedzes the reasons for such aciion. 14.03 Coniractor's Yi�arranty af Title Contractor warrants and guarantees that t�tle ta all Wark, materia.ls, and eauipment covered by any Application far Pay�ent,whether incorporated in �1na Project or noi, will pass to City no later than fiha time of payment free and clear oi a�l Liens. � C1TYdF PORT WORTH STANi�Al?]7CON5TRUCTION SPECIFICATION DOCUIVIENTS Revision: 8232021 00-�200-� G�N�RAL QON�IT ION S Page SS of 63 14.04 Partial Utilazation A. Priox to Final Acceptance of all the Work, City may use or occupy any part o� the Work which has speci�ically been identifed in the Contract Documents, or which Crty determines constitute s a sa�arately functioning and usable part of the Work that can be used for rts intended purpose r�vithout sigrvficant interferance with Cont�actor's performance of the renn.ainder of tlae Work. City at any �irne rnay notify Contractor in vvriting to permit City to use or occupy any sueh p.art of t11e Work which City determines to be ready for its intended use, subject to the followit�g conditians: 1. Caniractor at any ticne may notiiy City in vciri�ing tlzat Cnnt�actor cansiders an� such part af the Work ready for its intended use. 2. Within a reasonable time after noti.ficatian as enumerated in Paragraph 14.OS.A.1, City and Contractor shalI maka an inspection of that part of the Wark t� determina its status of cornpletion. Ii Cit� does not consider that part of the Work to be substantially corn�lete, C�ty will notify Contractor u� wri�ing giving ihe reasons therefor. 3. Partial Utilization will not constitute F�al Acceptance by City. 14.05 Finarin�pection A. Upon written notice From Contractor that the entire Work is S u b s t a nt ia l ly Complete in accordance with the Cantract Dncumants: 1. Within 10 days, Ciky wilI schedul� a Final Inspection with Contractar. 2. C�y will noiify Contractor in �vriti�g of all particulars in which this i�spection reveals ihat the Work is incompl�te or defective ("Punch Li�t Items"). Contractar shall imm�diately take such measures as ar� necessary to complete such Wark or remedy such deficieneies. B. No time charge �vz�l be made against the Contractor between said date of notiticaiion to the City of Substantial Completzan and ��ae date of F�al Inspection. 1. �houId the City determine fhat the Work is not ready far Final Inspeciion, City will notify ihe Contractor in wrifiing oithe reasons and Contract Time wilt resutne. 2. Should the City concur that Substantial Completian has been achieved with t�e exception a# any Punch List Items, Contract Time wilI resurne for the duration it takes for Cantractor to achieve Final Acceptance. 19-.06 FinalAcceptance Upon completion by C�ntractor to City's satisfaction, of any additional Work identified in the Fina1 Inspection, Cily will issue to Con�ractor a letter of Fir�al Accepfance. CTI'YOF FORT WORTH S'CANI7ATiDCONSTR[1CTIt3N SPEC[FICAT[ON DOCUM&T]TS Revision_ 8�1311021 DO 72 00 - i GENERALCQN�iTIONS Page 56 of 63 14.07 Final Payment A, Application for Payment: I. Upon Final Acceptanee, a�d in the opinion of City, Contraetox may make an app�icafiion for fmal payznent following t1�e procedure for progress payments in. accordance with the Contract Documents. 2. The frnal Applicatian for Paynnent shall be ac�a�npanied (excepi as previously deliver�d) by: a. all documentation called for in the Can1�'act Docurn�nts, �cluding but not limited to flie evidence af insurance required by Paragraph 5.03; b. consent of the surety, if any, to fin�al payment; c. a list of all pencling or released Damage CIaim� against Crty that Cantractor believes ait unsettled; and d. af�dav�s of payrnents and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising aut aF or Liens �'�led in conn�ction �vith the Wark. B. Payme.ntBecomesDue: I. After City's acceptance of the Applieation �ar Payment and accompanying documentation, requested by Contractor, less }�revious payments xnade and any sUrr� City is entrtled, including but noY limited to liquidated damages, will beco�ne due and payable. 2. After all Damage Claims have beenreso�ved: a. directly by ihe Conlractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractar's insurance provider for resolution. 3. The mak�ng af the fmal payment by fhe City shaIl not relieve the Contractor of any guarantees ar other requirem�nts of ihe Contract Docurraents which spec�ifcally contita�� thereai�er. 14.08 Final Campletion Delayed ancl Fartial Retainage Relea�se A. If finai compl�tion af the Work is signi�cantly delayed, and if Ciity so con�'irms, Ci�ty �nay, upon receipt of Contractor's final Application for Paym�nt, and without termiriating the Contract,make payment of the balance dUe for that portion of the Work fuIly completed and accepied. If the remanvclg balance to be heId by City for Work nat fully completed or corrected is less tI�an tile retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required ir� Paragraph 5.02, �he written consent of the surety to ihe payrnent of the balance due for that CITYOF FORT WOItTH STAM7AAbCONSTRUCTION SPECIFICATION DOCUMEN'PS Revisivn: 8rl'3�;�21 oa�2oo-� G�NEi3ALCQNpITI0N5 Page 57 of 63 por�ion of the Work fu�ly completed and accepted shall be submitted hy Contractor to Ciiy vvith the Application for such payment. Such payment shall be made under th� tern�s and conditians governing fmaI payment, except khat it shalI not constitute a waiver of Contract Claims. B. Partial Rerainc�geRelease. Ror a Contract that pz�ovides for a separate vegetative establishrnent and maintenance, and test an� performance periods following the completion of alI ather cons�uction in the Con�ract Doci.unent� for all Work locations, the Ciry may release a portion of the amount retained provided that aIl other work is campleted as deterrnined by the City. Befor� the release, all subrnittals and fmal quantrties must be completed and accepted For all other work. An annourat suffzcient to enswre Contxact campliance will be retained. 14.09 �aiver of Clairns The acceptance of finaI paymen� vvi� constitute a release of the City from aIl clau�ns or liabilit ies under the Connact for anything done or furnished or relating to the work under the Contract Documents or any act or neglect of City related to or connected wiih the Contract. ARTZCLE 15 — SUSPENSTON �F WORK .ANll TERMINA'I'�ON 15.01 City May Suspend Wor�k A, At any tirne and vvithout cause, Gity may suspend the Wark or any portian thereaf by written nntice �o Contractar and which may fr� ih� date on �t�vhich Work will be re�umed. Contractor shall re�ume tk�e Work an the date so fixed. During terriporazy suspension af the Worl� covered by these Contract Dacuments, for any reason, the City will ��ake no extra payment fox sfiand-by time of construction equipmeni and/or construction crews. B. Should the Contrac�or not be able �o cornplete a portion of the Project due to eauses beyond the control of and without the iau1� or negligence of the Contractor, and shoul�i it be det�rmin�d by nnutual consent of the Contractor and City that a solutian to allow construction to proceed is not available wit�in a reasonable periad af time, Contractor znay r�quest an e�ension in Contract Time, direcily attrbutable to any such suspension. C. IF ii should becorne necessary to suspend the Wark for an indefmite period, the Contraetor shall store all materials in such a manner that they will not obstr�ct or impede the public unnecessarily nor becozne daznaged �in. any way, and he shall taice every precau�ion to prevent damage or deterioration of the work performed; Y�e shall provide suitable drainage about tlie work, and erect temporary structures where necessary. D. Confractor may be reimbursed for the cost of mo�ring his equipment off the joh and returnmg the necessary equipment to the job when it is determin�d by the City that eonstruction may be resuzned. Such reimbursenrkent shall be based on acival cast to the Con�actor af mov�g the equipment and no profnt will be al�owed. Reimbursement znay not be allowed if the equipznent is moved to another construction proJect for the City. CTI'Y OF FQRT WQRTH STAIdDAItDCONSTRUCTION SPECIFICATION DQCUMEN'PS Revision: &23�fI�21 00�2oo-t GENERALCAI��fTION 5 Page 58 of 63 15, 02 City 11May Ter�ninate for Cause A. The occurrence ofat�y one ax znore of the fallowing events by way of e�mple, t�utnot of Iimitation, may justify termination far cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documants {including, but ndt limited to, faiIure to suppiy sufficient skiIled warker� or suitable matarials �r equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjustecl fronr� time to tinne puarsuant to Paragraph 6.04, nr failura to adhere to the City's Business Divers�:y Enterprise Ordmance #20020-12-2Qllestablished t�nder Paragraph 6.06.D}; 2. Cnntractor's disregard af Laws or Regula�ions of any public body having jUrisdiction; 3. Contractor's repeated disregard of the auth.ority af Ciry; or 4. Contractor's �+iolation in any substantial way of any provisioxas of the Cantra.ct Documents; 1 � or ! 5. Contiractor's fa�ure to promptly malce gaad any de%ct in mat�rial� ar workmanship, or , defects of a.ny na.ture, the correction of which has been directed in writing by the City; or 6. Substantial indication that the Contractor has made an unauthorized assignrnent af the Cantract or any funds due tharefrom for the benefit of any cr�ditar ar for any other puzpose; or 7. Substantial evidenc� that the Contractor has beeorrie insa�vent ar baankrupt, ar athervvise fmancially unable to carry an the Wark satisfactorily; ar 8. Contractor commences legal actian in a court of competent jurisdiction against the City. I; S. If one or more of the �vents identi�'ied in Paragraph 15.Q2A. occur, Ciity wi�il provide written notice to Cantractor and Surety to arrange a conf�rence �vith Contractor and Surety ta address Contractar's failure to perfor�m the Work. Conference shail be h�ld noti lat�r than 15 days, after � ; receipt af notice. 1. If the Ciry, tha Contractar, and the Surety do not agree to allow the Contractar to proceed to perform the construction Contract, t�ie City tnay, to ilie extent perm�ted by Laws and Regulat�ans, declare a Coniractor default and f�rn�ally terminat� tlie Cantractor's right to complete the Cantract. Coniractor default shall not be declared earlier than 20 days afterthe Contractor and Surery ha�ve recei��d natice of conference to address Con�ractor's failure to perform the Wark, 2. If Cont�actor's services are ter�ninated, Surety sha�l be obligated to talce aver and perform the Work. If Suraty does not commence perfarmance thereof wrthin.l5 cansecutrve calendar days after date of an additianal written notice dernanc�in� Surety's performance af rts CITY OF FORT lYORTH STANDARDCpIVSTR[7CTION SPEC]FICATIdN DpC.l]MEN'1'$ � ' Revision: 8231Z021 00 �z oo - � GEN�RAI. GONOtTION S Page S9 of 63 ohligations, then City, wi�out process or actian at 1a�vtT, may take ov�r any portian of the Work anr� comple� �t as described below. a. If City completes the Work, City naay exclude Cantractar and Surety from fihe site and take possession of the Work, and all materials and equip�nen# incorporated into the Work �tored at ihe S�e or for �vhich City nas }�aid Contractor or S�rety but wlaick� are stored elsewhere, and finisn the ViWork as City may deem expedient. 3. Whether City or S�arety cornpletes the Worlc, Caniractor shall not be entitled to receive any further payrnent until the Work i� finished. If the unpaid balance nf the Contract Price exceeds all c�a.irr�s, costs, losses and damages sustained by City arising ouf o� or resul�tng frorn completing the Work, such excess will be paid to Con�ractar. If such clauns, costs, losses and daznages exceed such unpaid balance, Contractor shall pay the di�ference to Czty. Such claims, costs, losses and damag�s incurred by City vvill be incorporated in a Change Order, provided tha� vvhe� exercising any rights or rernedies �nder this Paragraph, City shall not bc requirad to obtain the lowest price far the Work pexforrned. �4. Neither City, nor any of its respective consultants, agents, o��cers, directors ar emplayees shall be in any way liabla or accauntable to Contractar or Sureiy for the zx�ethod by whiah the completion of tile said Work, ot any portion th�reof, may be accornplished or far the price paid therefor. 5. Crty, notwitY�sfianding the txxethod used in co;npleting fihe Contract, sha�l not forfeit the right ta recover damages from Cor�tractor ar Surety foz Con�ractor's failure to timely complete the en.tire Contract. Contractor shall not be entitled to any claim on account of the n�e�od used by City in compleiing the Contract. 6. Maintenance of the �hlork shall continue to be Contractor's and Sur�ty's responsibilities as provided for ul ihe bond requirements af the Contz'aci Documents ar any special g�arantees provided for under the Contract Documents ar any other obligatians otkierwise prescrihed by �W. C. Notwithstanding Paragraphs 15.02.B, Conteactor's servic�s will not be termmated i� Contractor bagins within seve� days of receipt af notice af intent to teiminate to correct iCs fa�lure to perform and proceeds diligently to cure sueh failure wit�tin no nnoxe than 30 days of receipt of said nQtice. D. Where Conixactor's services have been so terminaied by City, the tez�tninatian will not affect any rig�ts or remedies of City against Cantraciar then existmg or which rna� thereafter accrue. Any retention or pay�nent of moneys due Contiractor by City will not release Coni�ac.tor fram lia.biiity. E. It' and to the eatent that Conixactor has provided a pezformance bond under the provisions af Paragraph 5.02, the teriminaiion proaedures of that bond shall not supersede tha pro�i�ians of tlus Article. C1TY OF FORT WORTH STANDARDCOl�fSTRUCTIQN SPECIFICATION DOCiJMIIVTS Revision: 82�1 oo�zao-� GENERAL �NDITION S Page 60 of 63 �5.03 City 1�Iay Terminate Far Com�enience A. City may, witizoui cause and without prejudice �o any ather right oz- remedy of City, terminate the Contract. Any termination shall be effectedby rnaiIing a no�ice of tY�e termination to the Cantracior specifymg the e�ent fio which perforrr�ance oi Wark under the coniract is ternainated, and the date upon v�hich such terrraination becomes effective. Receipt oi the notiee shall be deemed conclusively presumed and e5tablished when the letter i� placed 'ni the Unrtad States Postal Service Mail by the City. Further, it shall be deemed conclusively presurz�ed and established tl�at such ternvnatior� is made wi�h just cause as therein stated; and no proof � any cla.im, demand ar suit shall be required of t�e City regarding such di�cretionary action. B. After receipt of a not�ce of terrn�ation, and except as otY�erwise direcied by the City, the C:ontractar shall: l. Stop work under the Contracton the date and to the extent specif'ied 'u1 the notice of tennination; 2. pIace no further orders or subcontracts fQr naaterials, services nr faciiities exeept as may be necessary far compleiion of sueh portion of the Wark under the Coni�act as is nat tertnmated; 3. terminate alI arders and subcontxacis to the e�ent that they relate to the per�arr�ance af tlze Work terrninated by no�ice af tenn�ation, 4. transfer title to the City and deliver un fhe manner, at the times, and to the extent, if any, directed by the City: a. the fabricated or unfabricated parts, Work in progress, completed Wark, supplies and other material produced a� a part of, or acquired in connectian witll ihe perforrnance of, tl�e Work terminated by the notice of the terrnination; and b. the completed, or partially c.ompleted plans, drawings, information and other praperty which, if the Cantract had been campleted, would ha�e been r�quired to be furnished to the City. 5. �omplete perfarmane� of such Work as shall not have been terminated by the natice of termination; and 6. take such action as may be necessary, or as the Ciry may d�ect, for ih� protection and preservation af the property related to its cont�act which is in the passession af the Contractor and in which the owner has or �nay acquira the rest. C. Ai a time not later than 3Q days afterthe termination date specrfied in the notice of termination, tha Contractor may suhmit to the Cifi.y a list, certified as to quantity and yua�iky, of any or all items of termination inventory not previausly ciisposed af, exclusive of iiems the ci�sposition of which has been directed or authorized by City. CTl'Y OF FOKT VVOTtTH 5TANDATZI]CONSTRUCTI�N SPECIFICATFON DOCUMENPS Revisian: $23/l02] 00 �z oo - i ��Er�a�caNn�riaN s Page 61 of &3 D. N�t later than 15 days tlaere�ftex,tkye City shall accept iitle to such items provid�d, that the list submitted shall be subject io verification Uy the City upon removal of iha iterns or, if the i�ems are stored, within 45 days from the date af submission of the list, and any necessary adjustments ta carrect the list as submitted, shal� be mad� pri�r to final settlez�aent. E. Not later than 60 days after ihe notice af termination, the Confractor sha�I submit his tez�nnination clann to the City in the form and with �e certification prescribed by the City. UnIess an extension is made in writing within such 6U day period by the Contractor, and granted by the City, any and all. such cIaitx�s shall be conclusively deeined waived. F. In such case, Contractor shall be paid for (witnaut duplica#ion of any i�ems): 1. cornple%d and acc�ptable Work executed in accordance with the Cantract Documents prior to the effeetive date of terminatian, including fair and reasonable sums for overhead and prof�t on such Wark; 2. expenses sustained prior to the effectiva date oi termination �n perfarming services and fi�rnishing labor, materials, or equipment as required by tl�e Contraci Documents in cannectian wi�h uncompleted Work, plus �air and reasonable surns 1For ovexhead and profrt on such exper�es; and 3, reasonable expenses di.rectly attributable to terrnination, G. In the evez�t of the failure of the Contractor and City to agree upon the whole amaunt to be paid to the Contractor by reason of il7e ternzination of the Work, the City shall deteimine, on the basis ot'information available to it, the arnount, if any, due to the Contractorby reasox�of the terrniraation and shau pay to the Cantractor the amaunts deterrz�ined. Coiliractor shall n.ot be paid on accownt a� loss af anticipated profits or revenue or othar econornic loss arising out of' or resulting froin such tezmination. ARTICLE 16 �- DISPUTE RESOLiTTION 16.01 1Ylethods and Procedx�es A. Either City or Cantra�tor �nay request nnedaation of any Contract Claim submitted for a decision under �aragraph 10.n6 before such decision b�comes final and binding. The request for mediation sha11 l�e submitted to the ather party to the Contracfi. Timely submission of the request sfiall stay the effect of Paragraph 10,06.E. B. City and Caniraciar shall participate in the mediation process in good faith. The process shaIl be cammenced within 60 days of �'iling of the request, C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a denial pursuant to Paragraphs 10,06.C.3 or 10.Ob.b shall became fmal and bmd'mg 30 days after termination of'the mediation unless, with� tha.t time period, City or Contractor: GITYOFFQRT WOT2TH 5TANDATZDCQNSTRUCTION SPECIFCCATIflN DOC[INIENTS Revision: 823J202] ' oo7aoo-i ��N�r�a�coNpirioNs Page 62 of 63 1. elects m writing to invoke any o�her dispute resolution process provid�d For in ihe Supplementa.ty Conditians; or Z, agrees with the oiher party to submit ttfe Contract CIaim to as�a�her dispute resalution process;ox 3. gives writ��n no�ice to the other party of the intent to subnnit the Contract C�aim to a court of corn�etant jurisdiction. ARTXCLE � 7 — MISCELLANEOUS �.7.�X GIVIiYg'�OliG6 A. Whenevee any provision of the Contract Documents requires the giving of �vritten notice, it will be deerned to have been validly given �f: 1. delivered m person to the individual or to a member of �lae f�rrn ar to an officer af the carporation for whom i� is intendecl; or 2. deliver�d at or sent by registered or cert�"red mail, postage prapaid, to the last busi�ess adc�ress lrnown to the giver of th� notice. B. BUsiness address changes must be prampt�y znac�e in writing to the otizer party. C. Whenever the Contract Documents specifies giving notice by electronic mean� sueh electronic notice shall be deemed suf�cient upon conf�rmatiqn of receiptby the recei�ing party. 17.02 Computation ofTir�tes �hen any period of tirne is referred ia in the Contract Documenis by days, it will be computed to excIude the %rst and include the last day of such period. If tl�e last ciay of any such period falls on a Saturday ar Sunday or on a day made a legai haliday the neart Working Day shall become ihe last day of the period. 17.03 Cumulative Remedies The duties and abligations imposed by these General Conditions and the rights and rernadies a�aiIable hereunder to the parties hereto are in addi�ion to, and arenot io be cansirued in any v�vayas a limitaiion of, any rights and remedies a�aiIable to any or all of them which are o�herwise imposed ar avai�a.ble by Laws or Regulations, by special rrvarranty or guaranfiee, or by other pravisions of tY�e Cont�ract Docuinent�. The provisions of this Paragraph will be as effective as if repeated specifically in the Cantract Documents in co�ectian with each particular duty, ai�ligation, right, and reined� to which th�y apply. CITY Or FbRT WORTH ST.4N�AItTJCON3TAUCTION SPECIF[CATION DDCUMENTS Revisinn: 8�13I202I oa�zoo-� �EN�Ra�cor�niriaNs Page 63 of 63 17.04 Survaval ofOhligatiorrs All representations, mdemnifications, �varran�tie�, and guarantees made in, required by, or gi`ren in accordance with the Contract Documents, as well as all continuing obligations indicated � the Cont�act Documents, will survive final payment, campletion, and acc.eptance of the Work or termination ar comple�ion of the Coniract or termination of the services af Coni�actor. 17.05 Headings Article and paragraph f�eadings are inserted for con�enience only and do not constitute parts af these General Conditions. C1TY OF FORT WOT2TH STAND1sItD�ONSTRIICTION SPHCIFICATION AaGiJMF.NTS Revision: 823/2D21 ao �3 oa SUPPLEMENTAKY COND[TIOTT5 Page 1 of 7 sECTioN oa �3 00 SUPPLEMENTARY CONDITIONS TO GENERAL CONDITIONS Supplementary Conditions These �upplementary Condiiions �nodify and supplement Seetion Qfl 72 00 - General Conditions, and other provisians ofthe Contract Documents as indieated below. All pravisians vf the General Conditions that are modified ar supp}emented remain in full force and efFect as so modified or supplemented. Ail provisions of the General Conditions which are not so modified or supplemented remain in full force and efFect. Defined Terms The terms used in these Supplementary Conditions whic� are defined in the Gen�ral Canditions have the zneanin�; assigned to them in the General Conditians, unFess speci�cally noted herein. Modifica�ions and Snpplements The following are instructions that modify or supp�ement speciiic paragraphs in the General Conditians and other Conteact Documents. SC-3.03B.2, "Resol�ing Discrepancies" Plans govem over Specifications. SC-4.OlA Easeznent limits shown on the Drawing are approximate and were pro�ided to es'tabIish a basis for bidding. Upan recei�ing the final easetz�►an�,s descriptions, Carrta'actor sha11 compa.re them to the lines shown on the contraoc Drawings. SC-4.01A.1., "Avai[ability of Lands" Tlie following is a list of Icnown outstanding right-of-way, andlor easements to be acquired, if any as of May 2021: Outstanding Right-Of Way, and/or Easements to Bc Acqaired PARCEL OWNER NiJMBER 2 CHIN. J. CHA�[G AND WANDA CHANG FAMTLY L.P. I.RM-PTM PARTNERS, L.P, TARGET DATE QF POSSESSION Acquired & Filed May 2020 Acquired & �iled May 2Q20 The Can�actor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City. CTl`Y OP PflRT WQRTH Intersection Improvernents at Bands Aanch Rqad & FM 156 STANI7ARD CON�TIiUCTIOI+T SPECIFICATIQN DOC[7MENT5 CPN ] 010.09-2 Revised March 9, 2020 00 73 00 SUPPLEMENTt1RY CONDITi0N5 Page 2 of7 If Contraetor eonsiders the final easements provided to differ materially from the representations on the Gontract Drawings, Contractor shal] within five {S} Business Days and be%re proceeding with Yhe Work, notify City in writimg assooiated with tlte difE'ering easement line locations. SC-4.U1A.2, "Ar�arlabil'rty af Lands" Utili#ies or abs#ructians to he removed, adjusted, and/or relocated The follo�ving is list of utiIities and/or obstructions that ha�e not heen removed, adjusted, and/or ralocated as of Mav 2fl21 EXPECT�D OWNER Oncor ..___......_...__ATBcT __._._ __.. _._. _._..._.__.....Lzn'-_ Century � UTILITY taND LOCATIQN Power Pole FOC Manhole, VauIt, Buried �ine, & SG Pole FOC Buried Line TAAGET DATE OF ADJCJS'I'MENT Relocation Complete April za2r Relocation Cornplete December ,2020 Relocation Compete Apri] aa2i The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, arad cio not bind the City. SC-4.02A., f6Subs�rface and Physical Conditions" The fnllowing are reports of explorations and tests of subsurface conditions at the site of ihe Work; A Geotechnical Report No. 103-17-250 dated .Iune 2�17, prepared by CMT Engineering, Tnc a suh- consultant aFKimley-Horn and Associates, Inc a consultant of the City, praviding additianal informa�ion on soil condfiaans a�d paven;�ent recommendations. The follow[ng are drawings of physical conditions in or relating to existing surface and subsurface structures (except Undarground Facili#ies} wkuch are at ar coniiguous to the site of the Work: Nane SC-4.06A., ��Hazardous Environmental Candzfians at Site" The following are reports and drawings of exisfing ha�ardous environmental conditiotas knawn ta t�'ie City: Nane SC-5.03A., "Cerfaficates of Insurance" The entities listed below are "addi�ional snsureds as their interest may appear" incIuding their respecf�ve officers, directors, agents and employe,�.�. (1} City (2} Consultant; Kimley-Horn and Associates, Inc (3} Other: SC-SA4A., "Contractar's I�usurance" T`he limits of liability for the insurance requued by Paragraph GC-S.Q4 sha11 provide the following coverages far not less than the following arnounts ox greater where reguired by Iaws and regulaiions: C1TY QF I'ORT W03tTH Intzisection Improvements at Bonds Ranch Aoad &, FM 15b STA1�IllAItD CONSTRLiCTiON SPECTFiCATIDN DdC[IIVIENTS CPN 1010�9-2 Revise.d March 9, 2p26 Ofl 73 00 SUPl'LEh4ENTARY CONDITIONS Page 3 of 7 5.Q4A. Warkers' Compensation, imder Paragraph GGS.Q4A. Statutory limits �tnployer's liabi}ity $100,000 each accident/occurrenee $100,Q00 Disease - each employee $5UQ,000 Disease - policy limit SG5.04B., °6Contrac#ur's Insntance" 5.04B. Commercial General Liability, under Paragra.ph GC-5.048. Contractor's Liability Insurance under Paragraph GG5.a4B., wlaich shall be on a per pro,�ect basis covering the Contractor with minimum lirnits of: $1,000,000 each occurrence $2,QOO,QRO aggregate limit The policy must have an endarsement (Araendment -- Aggregate Limits of Insurance) making the Gen�ral Aggregate Limits apply separately to each job site. The Commercial General Liability Insurance policies shall pravide "X", "C", and "U" coverage's. Veriftcation of such coverage must be shown in the Remarks Article nfihe Certificate of Insurance. SC 5.04C., "Contracto�r's �Asnrance" SA�4C. Autamobile I�iability, under Paragraph GC-5A4C. Contractor's Liability Insurance under Paragraph GC-5.04C., which shall be in axi amount not less than the follawing amounts: (1) Aatomobile Li�bility - a comrnercial business poliey shall provide caveraga on "Any Auto", de�ned as autas owned, hired and non-owned. $.1,D00,000 each accident on a eombineci single limit basis. Split limits are aaceptable if Iiznits are at least: $25Q,p00 Bodily Injury per person 1 $SOD,000 Bodily Injury per aecident / $100,000 Property Damaga SC-5.(}4D., `°Contractor's Insurance" `Ii�e Contracfor's construction activities wiIl require its ez�nployees, agents, subcontraciors, equipmen�, and material deliveries to crass rai�roa� properties and tracks; None The Contractor shall conduct 'rts operations on railroad properties in sueh a manner as not to interfere with, h�nder, or abstruct tha railroad company in any manner whatsoever in the use or operation af its/tl�eir trains ar other property. .Such operations on railz�oad properties may require that Contractor to execute a"Right of Entry A�eemenY' with the particular railroad campany or companies involved, and to this end the Contraator should satisfy itself as to the requirements af each railroati company and be prep.ared to execute the right-of entry (if any) required by a railroad company. The requirements specified herein Iikewise relate fo the Contractor's use of priWate and/o� construct'ton access r4ads crossing said railroad company's propertias. CITY OF FQRT WORTH Intersectinn Improvemenfs at Bonds Ranch Road & FM ] 56 STAi�llAIZD CONSTRUCTIQN SPECIFICATIQN➢OCiJMENT5 CPN 1Q1009-2 ltevised NIarch 9, 2020 OD 73 OQ 3UPPLBM�:IrTTARY CdNDITTON5 Page 4 nf7 The Contractual Liability coverage requirad by Paragraph 5,04D ofthe General Conditions shal] provide coverage for not less than the following amounts, issued by companies satisfactary to the City and to the• Railroad Comgany for a ierm that nontinues for so long as the Confsactor's operations and Work cross, occupy, or tauch railroad proper[y: (1� General Aggregate: (2} Each Occurrence: Required for this Contraet X Not required far this Contract Wif.h respect to the a�ove outlined insuranc� requirements, the foElowing shall goverri: 1. Where a single railroad cc�mpany is involved, the Contractar shall provide nne insurance pnlicy in ihe name af the rai[road company. However, if rriore than one grade separation or at-grade crossing is affected by the Praject at entirely separa#e loca�ions an the line or Iines of the sazne rai.lroad company, separate co�erage may be required, each in the amount stated above. 2. Where mare fhan one railroad company is operating on the same right-af-way or where several raiIroad companies are involved and operated on their own separate rights-o� way, the Contractar raay be requtred to provide separate insurance policies it� the name af each railro�d oompany, 3. Ff, in addition to a grade separation or an at-grade crossing, other work or activity is proposed on a railroad campany's right-o� way at a lacation entirely separate from #he grade separation or at- grade crossing, insurance ooveraga far this work must be included in the poIicy covering the grade separation. 4. If no grade separation is involved but other work is proposed on a railrnad company's right-af- way, all such other work may he covered in a single policy for that railroad, evan though the work may be at two or more separate locations. No work or acti�ities an a railroad company's property to b�: perfortned by the Coniractor shall be commenced until the Contractor has fuxriished the City with an original policy or policies of the insurance fflr each railroad company named, as required abo�+e. AIl such insurance must be approved by the City and each affected Railroad Company prior to the Contractor's beginr►ing work. Th� insuranee specified abo�e must be carried until ail Wark to he performed on the railroad right-pf way has been completed and t1�e grade crossing, if any, is no longer used by the Contractor, In addition, insurance must be carried during all maintenance and/or re�air wox�C perfozxz�ed in the railroad right-of-way. Such insurance must name the r�ilroad company as the insured, tngether with any tenant ar lessee of the railroad campany operaiing over tcacks involv�d in the Project. SC-6.p4., "Project Schedale" Project scheduIe shall be tier 3 far the project. SC-6A7., "'RVage Rates" The following is tha grevailing wage rate taUle(s} applicable to this projec� and is provided in the Appendixes: 20I3 Prevailing Wage Rates A copy o�the table is also available by accessing tYie Ciiy's website at: https://anus. for fwqt-thiexas.gov/Pro i ec�Reso urees/ CITY Q� FORT WdRTH Intersection Improvements at Bonds Ranch Raad & FM 15G STANDARD CONS'I'RUCTION SPECIFICATI�N DDCUMENTS CPN 1D1009-2 Revised March 9, 2D20 00 73 00 SUPFLE1VfE1vTAItY CQNAITIQ7+fS Aage S of 7 You can access the iile by following the directory path: 02-Construction Documents/Speci�cations/Div00 — General Canditions SC-G.09., "Permits and Utilities" SC-6.09A., "Confractor abtainad permifs and licenses" T1�e following are known permits andfor licensas required by the Contract to be acquired by tl�e Contractor: None ' SC-6A9S. "City obtained germits and licenses" The follawing axe known permifis and/or licenses required by tha Contract tn he acquired by ihe City: None SC-6.09C. "Outstanding permits and [icenses" The following is a list of lmown outstanding p�rmits and/or licenses to be acqufred, if any as of May 20�.�. Outstanding Permifs andlor Licenses to Be Aequired �WN�R PERIVIIT �R T.ICENSE AND LOCATIOIV Texas peparkment of Permit for Construction @ FM 155 Transportation SG6.24B., "Ti�le Vl, CivFl Righfs Act of I9b4 as a�nended" TARGET DATE OF POSSESSION May 2021 During the performance of this Cantract, the CnntxactQr, for it�elf, its assigmees and succe�sors in interest (hereinafter referred fio as the "Contractor") agrees as fol�ows: 1. Compliance with Reg�laiions: The Contractor shall comply with the Regulation reIative to nondiscrimination in Fe.derally-assisted programs of f1�e Department of Transportation (hereinafter, "DOT"') Title 49, Code of �ederal Regulations, Par� 21, as they may be amended from time to iime, (hereinaftar referred to as the Regulations), v,�hi�h are herein incQrporated by refez'ence and made a part of'this confxact 2, Nondiscriminatioa: The Contractor, with regard to the work performed by it during the contract, sha11 not discriminate on the gro�nds of race, color, or national origin, in the selection and retention of subcontractors, including procurements of materials and leases of equipm.ent. The Contiracfor shall not participate either directly or indixectly in the discrimination prohibited by 49 CFR, section 21.5 of the Regulatians, inclnding employment practices when tha contract covers � program set forth in Appendix B af the Regulations. 3, Soiicitations for Subcantrsctora, Including ProtUrements of Materials and Equipment: In all solicitations eitlter by compet�ti�e bidding or negotiation mads by the contraciar for work to be perforfned under a su�contract, including procuremenis of materials or leases of �quipment, each patential subcon#actor or supplier shall be notified by the Contractar of the Contractor's obligations under this contraet and the Regulations rela�ive to nondzscrimina�on on the grounds of race, color, ar national origin. A�, Infarmatian and REports: Tkie Contractor shall provide all information and reports required by the Regulations or directives issued pursuant ihereto, and shall permit access to its hooks, recards, accounts, otlter sources of information and its faciliti�s as may ba deterrnined by City or ti�e Texas C1T1' 4F FORT WORTH Intersacfion Impravements at Bonds Ranch Road & FM 156 BTANDARD CQNS'I`RUCTION SPECIFICATION DOCIJIv1ENT5 CPN 1D1A09-2 Revised Ivlarch 9, 2020 00 73 40 SUPFLEMEA'TARY CONDITTONS Page 6 of 7 Department of T'ransportation to be pertinent to aseertain compIiance with such Regulations, orders and insiructions. Where any information requi�ed of a contractar is in the exclusive possession of anather who fails or reiuses to furnisi� this informaiion the contractor sliall so certify to the City, ar the Texas Deparhment of Transpartation, as appropriate, and shall set forth what efforts it has made to obtain the inf�ormation. 5. Sanctians for Noncompliance: In tY►e event ofthe Contractor's noncompliance witlt the nondiscri�nination provisions ofthis Contract, City shall impose such contract sanciaons a:s it or the Texas Deparfinent of Transportatsan may cl�termine to be appropriate, including, hut nnt limited to: a. withholding of payments to the Contractor under the Can4ract until the Coi�tractar camplies, and/or b, cane�llation, termination or suspension af th� Contract, in whole or in part. F. Incorporation of Pro�isians: The Contraotar shall includa the provisions of paragraphs (1) tbrough (6) in every subcantraat, ineluding pro�urements of materials and leases af equipment, unless exempi by the Regulations, or direcCives issued pursuant thereta. The Coniractor shall ta[ce such action with respect to ariy subcantract or proeurement as City or �e T�xas Department af Transportation may direct as a means of enfarcrrig such prouisians inc]uding sanctions for non-compliance: Provided, however, that, in the event a contracior becomes involved in, or is threat�:ned witk�, litigatian with a subcontractar or supplier as a result of s�uch direetion, the contractor zr�ay request City to enter into such iitigation to protect the interests of City, and, in addition, ihe eontractor may request tl�e United States to entcr in�o such litigation to protect the interests of the Unitad 5tates. Additional Title VT requirements can be formd in the Appendix. SG'1.a2., "Coordination" The individuals or entities ]isted below have contxaets with tiY'ie City for the performanoe of other work at the Site: Vez�dpr Sco e o[ Work Caardinai�an Ankho� None SC-8.01, f°Communications to Contractor" None SC-4.01., "City's Project Manager" The City's Projeet Manager For tltis Contract is Shweta Rao,P.E, PMP or his/lier suceessor pursuant to wrilien no�fication from the Director of TransAortatian and Put�iic Works, SC-13.03C., f°Tests and Inspettions" None SC-16A1C.I, �°Methods and Procedures" � None END OF SECTION CITY OF F�RT WaRTf-I Intersection ]mprovsmenfs at Bonds Ranch Itoad & FM 15b STANDAItD CONSTRUCTfON SPECI�ICATIO�i DOCUMENTS CPN 101009-2 Revised March 4, 2�20 O.D 73 00 SUPPLEMENTAKY CONDI7'TONS Page 7 of 7 Revision 1.og DATE NAME SUMMARY OF CHANGE 1/22/2416 F. GrifFn SC-9.01., "City's Project Representative" wording changed to City's Project Manager. 319l2020 �.V. Magana SC-6.07, Updated the link such that files can be accessed via the City's website. CITY OF PORT WOBTH Intersection improvements at Bonds Ranch Road & PM 156 STANDATtll CQNSTRUCTION SPECIFICATIONDOCUMENTS CPN lO]U09-2 Revised Niarch 9, 2p20 011100-1 S[7MMARY QF WORK Page 1 c�f 3 1 2 3 PART1- GENERAL SECTION Ol lf 00 SUMMARY OF WORK 4 1.1 SiTMMARY 5 A. Section Includes: b 1. Summary of Work to be performed in aceardance with tlie Contract Documents 7 B. Deviations irom this City af Fort Worth Standard Specification 8 1. None. 9 za 11 12 1.2 C. Relateci Specification Sections include, but are not necessarily 1'vnited �o: 1. Division 0- Bidding Requirements, Contract F�rms, and Conditions of the Contract 2. Di�isian 1- General Requirern.ents PRICE AND PAYMENT PROCEDYJRES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various items bid. 15 Na separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIR GMEIVTS 18 19 aa 21 22 23 24 25 26 27 28 29 3Q 31 32 33 34 35 36 37 38 A. Wark Cavered by Cantract Documents 1. Work is ta include furnishing aI1 labor, materials, and equip�nent, and performing all Work neeessary for this construction project as detailed in the Drawings and Specifi�a�ions. B. Subsidiary Work 1. Any and all Work specifically governed by documentary requirements for the project, such as cnnditions imposed by t13e Drawings ar Confi�act Documents in vvhiCh no speci�c item for bid has been provided far in the Froposal and the item is nnt a typical unit bid i�am included on the standard bid item list, then the item shall be consid�red as a subsidiary item af Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises I. Coordinate uses of premises under direction of the City. 2. Assume full respansibility for protac#ion and safekeeping of materials and equipment stared on the Site. 3. Use and occupy only portion� offhe public streets and alIeys, ar other public places or other ri�hts-of tivay as provided far in the ordinances of the City, as shown in the Gantract Documents, or as may be speeificaily authorized in writing by the City. a. A r�asonable a�nount of tools, materfals, and equipment for construction purpases may be stor�d in such space, hut no more than is necessary ta avoid delay in the construction ap�rations. CITY QF FpRT WpRTH Intersection Improvements at Bonds Ranch Road & FM 156 STANDARD CONSTiZUCTION SPECIFICATTON DOCUMENTS CFN 101009-2 Revised December 20, 2012 oi Eioo-z SUMMA1tY OF WOFLK Page 2 of 3 1 b. Excavated and waste materials shall be stored in such a way as not to interfere 2 with the use of spaces that may be designated to ba left free and unobstructed 3 and so as not fo inconvenience accupants of adjacent property. 4 c. If the street is occupied by railroad tracks, the Wark shall be carried on in such 5 manner as not to int�r�ere with the operation of the railroad. 6 l) All Wark shall be in accordance with railraad requirerrients set forth in 7 Division 0 as we11 as the railroad permit. 8 D. Work within Easements 9 1. Do not enter ugon private property for any purpose without having previously 1D obtained perrnission froin the owner of such praperty. 11 2. Do nat store equipment or material on private property unless and until the 12 specified appraval of the property nwner has b�en s�curad in writing hy the 13 Cpntractar and a copy furnished to the City. 14 15 16 17 18 19 2fl 2I 22 23 �4 25 26 27 28 29 30 3l 32 33 34 35 36 37 38 39 40 41 3. Unless speci�ically provided otherwise, elear all rights-of-way or easements of obstructians which must be remaved to make possible proper prosecutian of the Work as a part af the project cansteuction operatians. �. Preserve and u�e every precaution to prevent damage to, all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other rypes of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the constructian of tem�orary fences and to all other pubiic or private properiy�adjacent to the Wark. 5. Notify the proper representatives of the owners or occupants of the public or private lands of interest in lands which might be af%cted by the Work. a. Such notice sha11 be made at least 48 hours in advance of the be�-inning of �he Work. b. No�ices shall �e applicable to bo�h puhlic and private utility campanies and any corporation, company, individual, or o�er, either as owners or occupaxrts, vvhos� land or interest in land might be �ffected by the Wark. c. Be r�sponsible for ail damage or injury to property oia.ny character r�sulting fz'ozn any act, omission, neglect, or inisconduct in the manner or method ar execution of the Work, or at any tirne due to def�ctiva wo:rlc, material, ar equipment. 6. Fence a. Restore all fences encountered and removed during cor�struction of the Project to the original or a bett�r t�Zan ariginal conditian. b. Ereet iemparaxy fencing in place of the fencing removed whenever fhe Work is not in pragress and when the site is vacated overnight, and/or at all times to provide site security. c. The cost for al1 fence work within easements, including remQval, temporary Glosures and replacement, shall be subsidiary to the various items bid in the project proposal, unless a bid item is specifically provided in the proposal, CITY OF P012T WORTH Interseetion ]mprovements at Bonds Rancfi Ro�d & F!4I 156 STANDARD CONSTRT7CITON 5PECIFICATI01*f ]]OCUIVIENTS CPN ] OIOp9-2 Revised 17ecember 20, 2012 011100-3 SUMIvIARY OF WflRK Page 3 of 3 1 2 3 4 S 6 7 8 7 1.5 SUBMXTTALS [NOT U�ED] 1.6 ACTION SUBMiTTAL5IFNPORMATIONAL SUBMTTTALS [NOT IISED] 1."� CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERTA.L SUBMITTALS [NOT i1SED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND AANDLXNG [N[lT USED� 1.11 FIELD [SITE] CUND�T�ONS [NOT U�ED] L12 WARR.ANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] 10 PART 3- EX�.CUTI�N [NOT USED] 11 12 END OF SECTION Revisinn Lng DATE NAME SUIvIMARY Q�' C�IANGE 13 C1TY OF FORT WpRTH Intersaction Improvements at Bonds Ranch Road & FM I56 STANDARD CO]vSTRTJCTIp1�F SPECIFICATIqN DpCLJMENTS CPN 101009-� Re�ised T7ecember 20, 2012 O �� 1 2 3 PART1- GENERAL 4 11 �UMMARY S 6 7 8 9 lfl 11 12 13 14 15 16 1'1 18 19 1..� O12500-1 SUB3TITUTIOIV PROCEDliRES Page 1 of 9 SECTION 4125 00 SUBSTITUTION PROCEDL7RES A. Section Includes: 1. The procedure for requesting the approval of substitukion of a product that is not equivalent to a product which is specified by dascriptive or performance criteria or defined by reference to l or more of the follawing: a. Naane af manufacturer '' b. Name of vendor c. Trade name d. Catalog number 2. Substitutio.ns are not "or-equals". B. Devia�ons from this City ofFort Worth Standard Speci�cation 1. None. C. Related Specificaxion Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— Genaral Requirements PRXCE AND PAYMENT PROCEDURES , 2a A. Measurement and Payrnent 21 1. Work associated with this Item is cansidered subsidiary to the various items bid. 22 No separate payment will be allowed for iktis Item. 23 1.3 REFERENCES [NOT USED] 24 1.4 ADMIlVISTRATIVE REQUIREMENTS 25 26 27 2$ 29 30 31 32 33 3�l 35 36 3'7 38 39 40 A. Request far Substi�ution - General 1. Within 30 days after award of Contract (unless nated otherwise}, the City will consider formal requests from Contractar %r substitu�ion of products in pIace of those specified. 2. Certain types of equipment and kinds af material ara described in Specifications by means af referenc�s to names of manufacturers and vendo:rs, trade nam.es, ar catalog numbers. a. When tlus method of specifying is used, it is not intended to exclud� fronn cansideration other products hearing other manufacturer`s or vendQr's naa�es, trade names, or cata�og numbers, provided said pro.ducts are "or-�quals," as determined by City, 3. Other types af equip3vent and kinds of material may be acceptab9e substitntions under the foilowing conditions: a. Or-equals are unavailable due to strike, discontinued production of products meeting speci�ed requirements, or other iactors heyond control of Contractor; or, CITY OF FORT W�RTH Intersecdon Impravements at Bonds Ranch Road & FM 156 STANDARD CONSTRi}CTION SPECIFICATION ADCUMEN'I'S CPN 101009-2 Revised 7uly ], 2D11 01250.0-2 SUBSTITUTION PROCEI7YJRE5 Page 2 of h b. Cantractor proposes a cosi and/or tir�e reduction incenfive to the City. 2 1.5 SUBMITTALS 3 A. See Aequest for Substitutian Form (attached) 4 B. Procedure for Requesting SubsYitution 5 1. Substitution skaall be cansidered on�y: 6 a. After award o� Cantract 7 b. Under the conditions stated herein $ 9 14 11 12 13 1� 15 16 17 18 19 20 21 22 23 24 25 2b 27 28 29 30 31 32 33 34 35 3G 37 38 39 �40 41 42 43 44 45 4b 2. Submit 3 capies of each written request %r substit�ation, including: a. Document�tion 1) Complete data substa�atzating campliance of proposed s�bstitution with Contract Docum�nts 2) Da#a relating to changes in construction schedule, when a reduction is praposed 3) Da#a relating to changes in cost b. Far products 1) Praduct identifcation a} Manufacturer's nam� b) Telephone numher and representative contact name c) Specification Scctian or Drawing referenee of oxiginally speci�ed product, including discrete na.r�e or tag nuinber assigned to original produet in the Contract Documents 2) Maz�ufacturer's literature cleazly marked to show compliance of propased product with Contract Documents 3) Itemized co�nparison of ori�inal and proposed product addresszng product chaxacteristics including, but not necessarily limzted to: a) Si�e b) Cornposition oz' materials of consfruction c) Weight d) EIectrical or mechanical requirements 4) Producf experience a) Locatzon of past projects utilizing product b) Name and telephane number of persons assaciated with referenced prajects knowledgeable concexning proposed product c) Avai�able �ield data and raports associated witki proposed praduct 5) Samples a) Pravide at request of City. b) Samples becorn� fk�e property o.f the City. c. For canstruc�ion methods: 1) Data:iled description af proposed method 2) Illustration drawings C. Approval or Re�ec�ion 1. Written approval ar rejection of substitutivn 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 �e event the substitution is appra�ed, the resultzng cost and/or time reduction will be documented by Change Order in accordanca with the Genera] Conditions. CITY QP FORT WORTH Interscctian Improvements at Bonds Ranch k2oad & FM 156 STAN]7ARA CONSTRiJCTIpN SPECIFICATION DOCUMENTS CPN 10}009-2 Revised July l, 2011 f p12S00-3 5[JBSTTFUfION PROCEDURES Page 3 of 4 �` 1 2 3 4 S 6 7 8 9 1.6 4. No additional contract ti�ne will be given for substitution. 5. Substitution wili he rejected if a. Suhmittal is not through the Contractor with his stamp of apgroval b. Request is not made i� aecordance with this Specification Section c. Tn the City's opinion, acceptance will require substantial revision oithe original design d. In the City's opinifln, substitution will not perform adequately the function consistent wiih tfie design intent ACTION SUBMITTALSIINI�ORMATIONAL SUBM�TTALS [NOT i7SEIl] 10 1.7 CLOSEOUT SUBNIITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUB11uTTALS [N�T USED] 12 1.9 QIIALITY ASSURANCE 13 14 1S 16 17 18 19 20 21 22 23 24 25 26 A. In making request for.substitution or in using an appraved product, the Contractor repr�sents that the Cantractor: 1. Has in�+estigated proposed product, and has determined that it is adequate or superzor in all respects to tlzat specified, and that it wili perform funetion for which it is intended 2. Will provide same guasantee for substitute item as for product specified 3, Will coordinate installation of accepted substitution into aVork, to include building modifications if necessary, making such changes as �nay be required for Work to be complete in all respects �4. Waives all cIaims for additional costs related to suhstitutian which subsequently �ise 11p DELIVERY, .STORAGE, AND HANDLING [NOT USEDj 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USEDI 27 PART 2- PRODUCTS [NOT USED] 28 PART 3- EXECUTXON [N�T USED] 29 3Q 31 END OF �ECTION Revision Lag DATE NAME SUMMAAY OF CHANGE CTTY OF FORT WOK3'I-T IntersesYion Improvements at Bnnds Ranch Roatl & FM 155 STANDARD CONSTRLTCTION SPEC�ICATION DbCiJNiENTS CPN ]01009-2 Revised July l, 201 I � 0125Qp-4 SUBSTITUITON FROCEDURES Page 4 of 4 I 2 3 4 5 6 7 S 9 10 11 12 13 i4 i5 1G 17 18 19 2� 21 22 23 24 25 26 27 2S 2.9 30 3I 32 33 34 3S 36 37 3$ 39 40 41 42 43 44 4S 4b 47 �48 49 EXHISIT A REQUEST �'OR �UBSTITUTX�N FORM: TO: PROJECT: DATE: We hereby submit far youx consideration the following product instead of the speci�'i�d it�m for tl�e abave project: SECTION PARAGRAPH SPECIFIED ITEM Proposad Substitution: Reason for Substitution: IncIude complete information an changes to Drawings andlor Specifications which proposed substitution vaill require for its prop�r instaIlation, Fill in Blanks Below: A. Will th� undarsigned contractor pay for changes to the building desz�,m, incIuding engineering and detailing costs caused by the requested substztution? B. What effect does substitution have on other trades7 C. Differences between propased s�bstitu�ion and specifi�d itezn? D. Differences in praduct cost ar product delivery tirne� E. Manufactur�r`s guarantees of the proposed and specified items are: Equal Better {explain an attachment) The undersigned states ttiat the function, appearance and qualify are equivalent or superior to the sp�cifi�d item. Submitted By: For Use by City Signatura as nated Firm Address Date `I'elephnne For Use by Ciiy: Approved City _ Recnmm�nded ,,, Recommended Not r�commended Received late By � Date Rernarks Date CITY OF FbRT WORTH STANDARA CONSTRUCTION SPECIFICATIbN DOCUM�NTS Revised Tuly I, 2�11 Rej ected Intersection Improvements at Bonds Aaneh Road & FM 155 CPN IOlOQ9-2 � o� 31 is- i PRECOIVSTRUCTION MEE7'II�TG Page 1 of 3 1 1 2 3 PART1- GENERAL � I.1 SIT1ViMARY SECT�ON 013119 PRECONSTRUCTION MEETING 5 A. Section Includes: 6 1. Frovisions for the preconstruction meeting to be held prior to the start of Work to 7 clarify constructian contract administrationpracedures 8 B. Deviations from this City of Fart Worth Standard Specificatian 9 1. None. IO 11 I2 I3 1.� C. Related Specif cation Sections include, but are not necessarily Iimited to: 1. Diviszon D— Bidding Requirements, Con�ract Forms and Conditioz�s af the Contract 2. Division 1— General Requirements PRICE AND PAYIVIENT PROCEDURES 14 A, Measurement and Fayment 15 1. Work assaciated with this Item is considered subsidiary to �he various itams bid. 16 Na separate payment will be allovved for this Item. 17 L3 REFERENCES [NOT IISED] 18 i.4 ADIVIINISTRATIVE REQUIREMENTS 19 A. Coordination 26 1. At�end preconstruction meeting. 21 2. Representatives of Contractor, subconYractors and suppliers attending meetings 22 shall be gualif ed and authorized to act on behalf of the enti#y each represents. 23 3. Meating administered by City may be tape recorded. 2� a. If recorded, tapes will be used to prepare minutes and retained by City for 25 fi.iture refarence. 26 27 2S 29 30 31 32 33 34 3S 3G 37 38 B. Precons�ruction Meeting 1. A preconstruction meeting wiil be held within 1�4 days after �he execution of the Agreement and before Wark is siarted. a. The meeting wzIl be scheduled and administered by the City. 2. Th� Proj ect Representative wi11 preside at the meeting, prepare the notes of the meeting and distribute copies af same to all participauts who so request by fully completing the attendance form to be c�rculated at ihe beginning of the meeting. 3. Attendance shall include: a. Project Representative b. Contractor's project manager c. Contractar's superintendent d. Any subcontractor or supplier representatives whonri the Contractor may desire ta invite or the City may request C1TY OP FDRT WORTH Intersectian Hnprovements at Sonds Ranch Road & FM 156 STAI�AR]] CONSTRUCTIOI+I SPECIFICATION ]70CUMENTS CP1V 101009-2 Revised August 17, 2012 O] 31 19 -2 PRECQTIS'I'RUCT101V MEETTAIG Page 2 of 3. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2� 21 22 23 2� 25 26 27 28 29 3� 3I 32 33 34 35 36 37 38 39 4Q 41 42 43 � 45 �. Other City representatives f. Others as appropriat� 4. Construction Schedule a. Prepare baseline construction schedule in aceordance with Sectzon O1 32 16 and provide at Preconstruction Meeting. b. City will notify Contractar of any schedule chazages upon Notice of Preconstruction Meeting. 5. Preliznir�az'y Agenda may include: a. Introductio.n o�Project Personnel b. General Description of �'roject c. Status of right-of-way, utility clearances, easements or other pertinent permits d. Contractor's work plan and sehedule e. Cflntract Time £ Notice io Proceed g. Construction Staking h. Progiress Payments i. Extra Work and Change Order Procedures j. Field Ordez�s k. Disposal Site i,eftar for Waste Material 1. Insurance Renewals rn. Payroll Certificatian n. Material Certifications and QuaIzty Control Testing o.. Publie Safety and Convenience p. Dacumentation of Pre-Construction Conditions q. Weekend Work Notiiication r. I.egal Holida.ys s. Trench Safety Plans t. Conf ned Space �ntry Standards u. Coordination with the City°s representative for operations oi e�sting water systems v. Storm Water Pollution Prevention Plan w. Coordination with otl�er Contractors x. Early Warning 5ystem y. Coniractor Evaluation z. �pecial Conditions applicable to the projeef aa. Damag�s Claims bb. Submit�al Proeedures cc, Substitution Procedures dd. Correspondence Routing ee. Record Drawings ff. Temporary Ganshuction faciIities gg. MIWB� ar MBE/SBE procedures hh. Final Acceptance ii. Final Payment jj. Qu�stions or Comments C1TY OF FORT WORTH Tntersecrion Improvements at �onds Ranch Road & FM 156 STAN]]ARD CONSTRUCTION SPECIFICATION DOCUMEI�TS CP1�I 101009-2 Revised August 17, 2012 r O13I 19-3 PRECONSTRUCTION MEETING Page 3 af 3 1 I.� SUBMITTALS [NOT USED] 2 1..6 ACTION SUBMITTALSIII�TP'ORMATIONAL SUBMITTALS [NOT USED] 3 I.7 CLOSEOUT SUBMTi'TALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED� 5 T.9 Qi7ALITY ASSURANCE [NOT T.TSED] b 1.10 DELTVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD jSITE] CONDITIONS jNOT USEDl 8 1.12 WARRANTY jNOT USED] 9 PART 2- PRODUCTS [NDT USED] IO PART 3- EXE�UTION [NOT USED] 11 12 13 END OF SECTXQN Aevision Log DATE NAME SUMM�IRY OF CHANGE CITY aF FQRT WORTH Intersection Tmprnvements at Bonds Ranch Road & FM 156 3TANDARD CONSTRUCTTON SFECIFICATIQN DOCUMEN'FS CPN I01009-2 Revised August I7, 20 t2 013120-1 PRd:TECT MEETINGS Page 1 of 3 1 2 3 PARTI- GENERAL 4 I.I SUMIWLA,RY SECTION 6131 �0 FROIECT MEETINGS 5 A. Bec�ion Includes: 6 1. Pro�isions for project meetings througlaout t�.e cans#rucfion pe:riod ta enable orderIy 7 review of the pragress af the Work and ta provide far �ystematic discussion of 8 potential problems 9 B. De�iations this City of Fort Worth Standard Specifcation 10 1. None. 11 12 13 1� 1.Z C. Related Speeifieation Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirea�ents, Contract Forms and Conditions of the Contract 2. Division 1— General Requirezxients PRICE AND PAYIVMENT PROCEDi7RES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered s�bsidiary to the various items bid. 17 No separate payment will be aIlowed for this Item, i8 1.3 REFERENCES [NOT USED] 19 1.4 ADMI1vISTRATIVE REQUIREMENTS 20 A. Coordination 21 1. Schedule, atiend and administer as specified, periodic progress meetings, and 22 specially called meetings throughout progress of the Work. 23 2. Represenfatives of Contractoz', subcon1ractars and suppliers attanding mee�ings 24 shall be qualified and autharized to act on behalf af the entity each represents. 25 3. Meatings adininistered by City inay be tape recorded. 26 a. If recorded, tapes will be used to prepare minutes and retainad by City fox 27 future reference. 28 4. Meetings, in addition to those specified in tkus 5ection, may be held when requested 29 by the City, Engineer or Contractar. 30 B. Pr�-Gonstructian Neighborhood Meeting 31 1. After Yha executio:n of the Agr�ement, but before construction is allowed to begin, 32 attend 1�'ublic Meeting with affected residents to: 33 a. Present pxajected schedule, i�cluding constructian start date 34 b. Ansvver any construcnon related quesYions 35 2. 1VIeating Location 3� a. Location of ineeting to be determined by the City. 37 3. Attendees 3 S a. Contractar CTTY OR FQRT WORTH Jtttersectivn Impravemeats at Bonds Ranch Road & FM 15b STAND.4RD CONSTRUCTION 3PECIFICATIpNDOCUII+LENTS GPN ip1pQ9-2 Revised 7u[y 1, 20.11 01 31 20 - 2 PR07ECT Fvl�ETINGS Page 2 of 3 1 2 3 �4 5 6 7 8 9 l0 11 12 13 1� 15 16 17 18 19 20 2J. 22 23 24 25 26 27 28 29 3Q 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 4& b. Project Representative c. 4ther CiTy representatives 4. Meeting Schedule a. In ge neral, the neighborhood meeting will occur within tUe 2 weeks following #he pra-construction cc�nference. b. In no case will construction be allowed tQ begin until this meeting is heTd. C. Pragress Meetings 1. Formal project coordination rneetings will be held periodically. Mee�ings wiil be seheduled and administered by Project Representatiue. 2. Additional progress m�etzngs to discuss speciiic topics �+ill b� canducted on an as- needed basis. Such additianal rneetings shall include, but not be liznited to: a. Coardinating shutdowns b. Installation of pzping and equipment c. Caordinatian betuveen ather construction projects d. Resolution of construction issues e. Equipment approval 3. The Project Representative will preside at progress meef.i�gs, prapare the notes of Yhe t�eeting and distribute copies of the same to all participants who sa reques� by fully completing the at�endance form to be cireulated at t�e beginning of each meeting. �. Attenda�tce shatl include: a. Contractar's proj ect manager b, Contractor's superintendent c. Any subcontractor or supplier representatives whom tl�e Contractor may desire to invite or the CiTy may request d. Engineer's representatives e. City's representatives f. Others, as requested hy the Project Representativ� 5. Preliminary Agenda nnay i��clude: a. Review af Work pragress since previous meeting b. Field obser�rations, problerns, con�zcts c. Items which impede construction sclaedule d. Aeview of off=sita fabricatio�,, dali�very schedules e. Review of construction ir�terfa.cing and sequencing requirements with other construction contracts f. Corrective measures ar�d procedures ta regain projected schedule g. Revisions to construction schedule h. Pragress, schedule, during succeeding Work period i. Coardinatian of schedules j. Review submittal sche.dules k, Maintenance of quality. s#andazds 1. Pending changes and substitutions m. Review proposed ehanges for: 1) Effect on construction schedule and on completion date 2) Effect on other contracts of the Project n. Review Record Documents o. Review monthly pay request p. Review status of Requ�sts for Information C1TY OF FOR'�' WQR'CH Interseetion lmpror+ements atBonds Ranch Road & FM 156 STANDAIiD CO1V�5TRUCTIQN SPECIFICAT[ON DOCZ.JMENTS CPN 101U09-2 Revised 7uEy I, 2�1 ] a�31ao-3 PR07ECT MEETING5 Page 3 of 3 1 6. Meeting Schedule 2 a, Progress meetings will be held periodically as deterrrtined by the Project 3 Represantative. 4 T} Additional meetings may be held at the request of the: 5 a} City 6 b) Engine�r 7 c} Gontractor 8 7. M��ting Location 9 a. The C.ity wiil estabIish a meeting location. la 1} To the e�tent practicable, meetings will be held atthe 5ita. 11 1.� SUBMITTALS [1�TOT USED] 12 1.6 ACTION SUBMITTALS/INFORMATIONAL SUSMITTALS [NOT USED] 13 1.7 CLOSEOUT SUBMITTALS [NOT LTSED] 14 1.S MAINTENANCE MATERIAL SUSMYTTALS [NOT U�ED] 15 1.9 QI7ALITY ASSURANCE [NOT USED] 16 1.10 DELIVERY, STCIRAGE, AND HANDLlNG [N4T USED� 17 1.1I FIELD [SITEJ CONDZTZONS [NOT USED] 18 1.12 WARitANTY [N4T USED] 19 PART � - PR�DUCTS [NOT U�ED] 20 PART 3- EXEC�(1�'ION [NOT USED] 21 22 END OF SECTION lte�ision Log DATE NAlVIE SUMARARY OF CT3ANGE 23 CIT'Y OF FO[tT WORTH Intersection Tmprovements at Sonds Ranch Road & FM 156 5Tt1NDARD CO3�i5TRUCTION SPECIPICATfON DOCUMENTS CPN 101009-2 Revised 7uly 1, 20ll 013216-1 CONSTRUCTI07V P1tOCRESS SCHEDULE Page 1 of lfl ,, �, 2 3 PART 1- GF.I�ERAi. SECTION 0132 16 CONSTRUCTION SCHEDIIL,E 4 1.1 SUMMAI�Y S A. Se�tian Includes: b 1. General requirements for the preparation, submittal, updatirzg, stat�s repQzting and 7 management of the Construction Pragress Schedula S 2. Specif'ic reqvirements are presented in fiiie City of �'ort �orth Schedule Guidance 9 Docurr�ent 10 B. Deviations from this City ofFort Worth Standard Specif'ication 11 1. None. 12 C. Related Specif'ication �ections include, but are not necessarily limited to: 13 1. Diuisian 0— Bidding Requiremen�s, Contract Forms and Conditions of the Cantract 14 2. Division 1— General Requirements 15 16 I7 18 19 20 21 22 23 24 25 26 27 28 29 30 D. Purpose The City of Fnrt Worth (City} is committed ta delivering quality, cost-effecti�+e infrastructureto its citizens in atimely mannar. Akey tool to achieve t1�is purpase is a properly structvred schedule with accurate upc�aies. This supports eifective monitoring of progress and is input to critical decision making by the project manager throughout the life of the praject. Data from the updated project scheduie is utilized in status reporting to �ariaus levels of the City .arganization and the citizenry. This Document camplements t�e City`s Standard Agreeno.en.t to guide the construction cantractor (Contractor} in prepar�g and submit�ing acceptable scheduIes for use by the City in project delivery. The expectation is t�ie performance of the work fo.11ows the accepted schedule and adhere tn the contract�aal timeline. The Contractar will designate a quaiified representatrve {Project Scheduler) respansi`ble far developing and updating the schedule and preparing status reporting as required hy the City. 31 l.� PRICE A1�ID PAYNIENT PROCIDURES 32 A Measurement and Payment 33 l. Wark assaciated with this Item is considered subsidiary to the various items bid. 3�4 No separate paynnent will be allowed for this Item. 35 2. Non-compliance with this specif'ication is grounds for City to withl�oIci payfnent of 36 the Contracior's invoices until Contractor achieves said eomplianee. 37 i.3 Ris',i+k`RFNCI�'S 38 A. Project Schedules CITY OF FOAT WORTI3 Intersectian Improvemen[s at Bonds Ranch Raad & FAA 156 STATIDARD COlVS'TRlICTI�N SPBCIFlCATION DOCUMEI�TS CP1V 101009-2 Re�+ised August 13, 2021 ai �z i6 -z CON3TRUCT]ON PROGRESS SGI�.pLTL� Page 2 of ]0 Each project is represented by Ciiy's rnast�r project schedule that encompasses the entire scope of activities envisioned by the City to properIy delivez the work. When the City contracts with a Contractor�o perform canstruction af the Work, the Contractor will develop and maintain a sche�ule for th�ir scope of work in alignment with the City's standard schedule requirements as defined herein. The data and infoz�mation af each such schedule will be leveraged and l�ecome integral in the master proJect schedule as deemed appropriate by the City's 1'rnject Contral Specialist a.nd approved by the City's Project Manager. IO rl 12 13 14 IS I6 17 I8 I9 2� 21 22 23 24 25 2b 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 �2 �3 Q4 45 46 47 48 49 I. Master Project Schedule The master project scI�edule is aholistic representation of the scheduled aetivities and mitestones for tha total prajeat and be Critical Path Method (CPIvn based. The City's Project Manager is accountable far oversight of the development and main�aining a master project schedula for each project. When the City contracts for the design and/or construction of tk�e praject, the in�ter project schedule will incorporat�e elements of the DeSign and Construction schedules as deemed appropriate by the City's Project Cnntrol Spacialist. The assigned City Project Control5pecialist creates and maintaitis the mast�r project schedule iza P6 (City's sehed�iling software). 2. Canstruction Schedule The Cantractor is responsible for deveIoping and maintaining a schedule for the scope af the Contractor's contractual requirements. The Contractor wiil issue an initral schedule far revzew and acceptance by the City's Project Control5pecialis� and the Cify's Praject Maz�ager as a baseline schedule for Contractor's seope of work. Contractorwillissue current, accurateupdates aftheir schedule (Pragress �chedule) ta the City at the end of �ach month throughout the life af their w ark. B. Schedule Tiers The City has a portfolio of projects that vary w idely zn s ize, co��aplexity and content requiring different scheduling to effectiv�ly delaver each proj�ect. The City uses a "tiered" approach to align �he proper schedule with the critaria for ea�h project. The City's Project Manager determines the appropriat� schedul� tier for each projact, and includes that designation and the associa.ted requirements inthe Contractor's scope oi work. The following i� a summary of ihe "tiers". 1. Tier 1: Small Size and Short Duratian Project (design not required) The City develops and znaizitait�s a Master Project Schedule for th� project. No schedule submittal is required fram Contractor. City's Project Control Specialist acquires any necessary schedul� status data or information through discussions with the respective party on an as-n�eded basis. 2, Tier 2: Small Size and Short tc� Mediur� Duration. Project The City develops and maintauis a Master Project Schedule for th�projecti. Th� Contxactor identifies "start" and "finish" milestone dates �n key el�ments of their work as agreed with the City's Project Manager at th� kickofi of th�ir w ork effor�. The Contractor issues ta the Ciry, updates to the "start" and "�'inish" dates for such milestones at the end af each manth tlu aughout the life of their work on the project. 3. Tier 3: Medium and Large Size atadlor Complex Projects Regardless of Duration C1TY QF FORT W�RTI3 Intarseetion Impra�ements at Bonds Ranch Road & FM 155 STATdDARD CON3TRUGTION SPECIFICATION DOCiJNJEN'i'S CPN t01009-2 Raviseci Avgust I3, 202I O] 32 lb -3 CONSTI2UCTIOI�IPROGR�SB SCHEI?iTLE Page 3 of 10 � I The City develops and maintains a Mas#er Frojeci 5chedule for Yhe proJect. The 2 Contractor develops aBaseline �chedu2e and maintains the schedule oftheir 3 respective scope of work on the project at a levei of detaiI {generally Leve13} and in 4 alignrment with tlae WB�S structure in Section 1.4.H as agreed by the Proj�ct 5 Manager. The Contractor issues to the City, updates oftheir respective schedule 6 {Progress 5chedule) at tha end of each month throughout the life of their work on the 7 project. 8 C. Schedule Types 9 Projeet delivery far tY�e City utilizes two types of schedules as x�oted below. The City 10 dev�lops and maintains a Mastar Project Scherlule as a"baseline" schedule and issue I 1 monthly updat�s to the City Project Manager (en.d of eaeh mont�i) as a"pro�ess" 12 schedule. Th� Contractor prepares and submits each schedule type to fulf'� their 13 contractual requirements. 1�4 15 16 17 18 I9 20 21 � 23 24 25 26 27 1. Baselir►a Schedule The Contractor develops and submits to the City, an initial schedule for their scope af wark in a1 Q-nment withthis specificaiian. Once reviewed and accepted by the City, it becomes the "Baseline" schedule and is the basis against which all progress is measured. The baseline schedule will be updated when th�re is a change or addition to the scopa ofwork impacting the duration oithe work, and only afier receipt of aduly authorized change order issued by the Ciry. Tnthe e�vent progress i� signi�cantly behind schedula, the City's Project Manager may authorize an update to tha baseline schedule to facilitate a mare practical evaluatio.n of progress. An exatnple nf a Baselitie Sch�dule is provided in Speci�ication O1 3216,1 Construction Project Schedule Bas�line Example. 2. Progress Se�iedule 28 The Contrac�or updates their schedule at the end of each month to rapresent �he 29 pragress achieved 'u� the work which includes ariy irnpact fram authorized changes 30 i�t� t�:e work. Tk�e updated schedule must accurately refleet the current status o�the 31 work at that point in time and is referred ta as the "Progress 5chedule". The City's 32 Project Manager and Project Control Spec�ialist reviews and accepts each progress 33 schedule. Tn the event a�rogress schedul� is deemed not acceptable, the 34 unacceptahle issues are identified by the Crty within 5 working days and the 35 Contractor must provide an aecepta.ble progress sehedule wiihin S�uvorking days 36 after receipt of non-acceptance notif'ication. An exarriple oi a l'r�gress Sch�dule is 37 pravided in Speeification O 1 3216.2 Construction Project 5chedule 1'rogress 38 E�ca�nple. 39 D. City 5tandard Schedule requirements 40 The follawing is an overview ofthemethodoIogy for developirig and maintaining a 41 schedule for deGvery of aproject. CITY OF FORT V�FDRTH Tntersection Improveme�fs at Bands Ranch Road 8t FM 156 STANDARD CONSTRUCTTON SPHCIFiCATTON DOCUNEENTS CPN 1Ot009-2 Revised August l3, 2021 013216-4 CONS'I'RUCTIp1�iPROGRE55 SCI-IEDULE Paga 4 of 10 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1$ 19 20 21 22 23 2�# 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 1. Schedule Framework - Th� schedu�e will be based an the defined scope of work and foIlow the (Criticai 1'ath Methodology) CPM mett�ad. Tha Contractor's schedule will ali� with the requirements of t�ais speeif�icati�n and wiIl l�e cost loade�l to reilect thair plan far execution. Compliance with cost loading can � provided with traditional cost loar�ing of line zteza�s OR a prajected cost per month for the project when ti►e initial schedn�e is subznitted, ugdated on a quarterly basis is �ignificant change is an�icipate[i. OveraIl schedule duration will align with ti�e contractual requirements far the respective scope of workand be reflect�d in City's Master Project Schedule. The Paoject Number and Name af the Project is required on eaeh schedule and must match the City's project data. E. 5chedule File Na�ne Ail schedules submiited to the City for a project w ill have a%le nattae tk�at begins w ith the City's project numher failowed by the nanxe af theproject followed by brrseline (if a baseline sclied�le} or theyearandma�ath (�aprogress schedule), as shownbelow. e Baseline Sched�le File Name Format: Crty �roJect Number Project Name Baseline Example: 101376 Narth Mantgomery Street �IMAC Baseline o Progress ScheduleFileName Format: City ProjectNurriber ProjectNazne YYYY-MM Example: 1Q137b Narthlviontgomery Street HMAC 2Q18_01 v Praject Schedule Progres s Narrative File I�iame �ormat: City Project Number Proje�t Name PN YYYY-MM Example: 10137b_North I�Iontgomery Street HME�G 1'N_201$_a 1 F. Schedule Templates The Contractor will utilize the relevat�t sections from the Ciiy's templates pro�ided in the City's document management system as the basi� %r creating their respective project schedule. Specifically, tt�e Contractor's schedule wiil align withthe layout of the Coanstructian sectzon. The templates are identified by type of project as nofed belaw. e Arterial� o Aviation • Neighborhood Streets • Sidewalks (Iater) • Quiet Zones (later) a Street Lights (later) e Inters�ction Impro�ennents (later} d Parks • 5torm water • Street Maintenance • Traffic • Watez G. Schedule Calendar CITY {7P FbRT WORTH Intersectton Impravements at Bonds Kanch Itnad & FM 15G ST�ARl7 CONSTRUCTIaN SPECIFTCATION DOCUMEhITS CPId 101009-2 Revised Augtzst 13, 2021 �1321G-5 CONSTRUCTIONPItOGRESS SCHEDUI,E Pa�a 5 of 10 1 The City's standard calendar for schedt�le development purposes is based on a S-day 2 workweek and accounts for the City's eigI�t standard l�olidays (Net�r Years, Martin 3 Luther King, Memorial, Independence, Labor, Thanksgiving, day after That�l�sgiving, 4 Christmas). The Caniractor will establish a scheduIe calendar as part of the schedule 5 development proces� and provide to the Project Control Specialist as part of the bxsis 6 for their schedule. Varia�ions between the City's calendar and the Contractor's 7 calendar must be resolved prior to the City's acceptance oftheir BaseIine project S schedule. 9 10 11 12 13 14 15 16 17 18 H. WBS & Milestone Standards for ScheduleDeveIopment The scope ofwork to be accomplished by the Contractor is represented in the schedule zn the form of a Work Breakdawn Structure (WBS). The WB5 is the basis for the development oithe schedule activities and shail ]�e imbedded and depicted in the sc�edule. The follo�v ing is a summary af th� standards to be follow ed in preparing and maintaining a schedule for praj�ct deliv�ry. 19 �. Con.tractor is required to ut�lize the City's W�BS str�cture and respective 20 prnject type template for "Construction" as shownin Seetion 1.�4.Hl�elow. 21 Addifiional activi�ies may ba added to Levels 1- 4 to accommodate the needs 22 of the organization executing the wor�C. Speci�cally the Contractor will add 23 activitaes un:der WBS �X.80.83 "Construction Execution" that 24 delineates the activi�ies associated with the various components ofthewark. 25 26 2. Contractar is reqeaired to adhere to the Cit�'s Standard N�ilestanes as shown 27 in S�ction I.4.Ibelow. Gontractorwillincludeadditianal milestones 28 representing intermediate deliverables as requ�red to acc�rately reflect th.eir 29 scnpe of work. 30 31 32 33 34 35 3b 37 I. Scheciule Activities Aetivities are the discrete elements af wor� that make up the schedule. They will be organized under tI�e umbrella of th� WBS. Activrty descriptions should adequately describe the activity, and in some cases the extent ofthe activity. All activities are logically tied with a predecessor and a successor. The only exception to this rule is fvr "project start" and "project finish" milestones. 38 The activity duration is based on the pY�ysical amount af work to be performed far the 39 stated activity, with a maximwm duration of 20 warking days OR a continnons aeti�iiy 4fl in one location. If the work for an.y one activity exceeds 20 days, brealc that acti�ity 41 down incrementally to achieve ihis duratian constraint. Any exceptionto this req�aires �2 review and acceptance by the Ci�y's Project Contrnl Specialist. 43 � J. C1�ange Orders 45 When a Change Order is issued by the City, the impact is incorporated infio the 46 previously accepted baseline schedule as an update, to clearIy show impact to the 47 project titneline. The Contractor submits this updated baseline schedule to the City for CITY OF FORT WO�TH Intersection Improvements at Bonds Raneh Road & FM 156 STANDARD CONSTRiIGTION SPEC]FICATIpN DQGUMEN'T5 GPN 101009-2 R�vised August 13, 2fl21 ai 3a 76 -6 CONSTRUCTIdI�FROCrRE55 SCHEDi1LE Fage 6 of 1� 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1S 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 3S 36 37 38 39 aa 4I 42 43 44� 45 46 47 review and acceptance as described in Sectian 1.5 below. Updated baseline schedules adhere to the follow ing: 1. Time extensions associated with approved contract modif'ications are limited to th� actual arnount of tiir�e t�e project activities are anticipated to be delayec�, unless otherwise approved by the Pragran;� Manager, 2. The re-baselined schedule is �ubznitted by the Contractar witltin ten workdays after the date af receipt af the approved Change Order. 3. The cha�ages i.n logic or durations approved by the City are used to analyze the impact of the change and is imclud�d in the Change Order. The cading for a new activiry(s) added to the schedule for the Gharige Order �ncludes the Change Order number in the Activiiy TD. Use as many activities as needed to accurately show tk�e wozk af the Change Order. Revisians to the baseline sehedule ar� not effective until accepted by the City. K City's Work Brealcdor�vn Structure WIBS Code WBS Name �;XXXXX Pro�je ct Nam e XXXX7iX,30 Design XXXX��X.30.10 Design Contractoi° Agreement XXXX��X.3p,20 Conceptual Design (30%) XXXXXX.30.30 PreIiminary Design (60%) XXXXXX.30,40 Fina1 Design XXXXXX.30, 50 Environmen� X��'XX.30.60 Permits XXXXXX_30.60.10 Perzx�its - Ident�cation XXXXXX.34.60,20 Permits - Review/Approve XXXXXX.40 ROW & Easements XXXXXX.40.10 ROW Negatia.tions XXXXXX.40,20 Condemnation XXXXXX.70 iJtility �elocafion XXXXXX.70.10 Utility Relocation Co-arciir�ation XXXXXX_SO Consfiruction X.�.80.81 Bid and Award X�XXXX.80.83 CanstructionExeeution XXXXXX.80.$S Inspection XXXX�X.80.86 Landscaping �i:XXXXX.90 Clase.out ��.9Q.10 Canstiruction Contract Close-out XXXXXX, 9p.40 Des ign Contract Clasure L. City's Standard Miiestones The following milestone activities (i.e., important even#s on a projeet that mark critical points in time) are of particu�ar interest to the City and must be reflected in the prnject schedule for all phases af wark. CITY OF FpRT WQRTH Intersection Improvements at Bonds Ranch 12oad & k'M l5b STANDARD COhFS"FRUCTION SPECIFICATIpN I]OCUI+/IENTS CPN lt]1009-2 Revised August 13, 2021 oi 3zi6-7 COIVSTRUCTIONPItOGRFSS SCHEDULE Page 7 of IO �� I 2 3 4 S 6 7 8 9 10 11 1� 13 14 }S 16 ]7 18 19 20 21 22 23 24 25 26 27 28 24 30 31 32 33 34 35 36 37 38 Activi ID Acti�ity Name Design 3020 Award Design Agreement 3040 Issue Noiice to Praceed - Design Engineer 3100 DesignKick-offMeetir�g 3120 Submit CancsptualPlans to Ut�7ities, ROW, Traf�c, Parks, Storm Water, Water & Sewer 3150 Peer Review Meeting/Design Review meeting (tec�inical} 3160 CnnductDesignPublic Meeting #1(required) 317D C�nceptual Design Complete 3220 5ubmit Preliminary Plans and 5pecificatzons to LTtilities, ROW, Traffic, Parlcs, Storna Water, Water & Sewer 325Q Canduc� Design Public Meetu�g #2 (required} 3260 Preliminary Design Complete 331 Q Submit Fina1 Design to Utilities, ROW, Traffic, Parks, Stozm Water, Water & Sewer 3330 Conduct Design Pub�ic Meetir�g #3 {if required} 3360 Final Desigsl Complete ROW & Easements �ODO Itight of Way 5tart 4230 Right af Way Camplete Utility Relocaiion 7000 UtiIities Start 7120 Utilities Cleared/Complete Constructian Bid andAvv�ard 8110 Start Advertisement 815Q Conduct Bid Opening 824Q Award Construction Contract Constraction �eecnfion 833Q Conduct Consfiruction Public Meeting#4 Pre-Construction 8350 Construction 5tart 8370 Substantial Completion 8540 Construction Completion 9I30 Notice of Camp�etian/Green Sheet 93 50 Construction Cantraci Clased 9420 �esignContractClosed 39 1.4 �iTBNIITTAL� 40 41 42 �3 94 45 46 A. Schedule Submittal & Review Tha City's Project Managar is respo�nsible for revie�vs and acceptance ofthe Contractar'� schedule. The Crty's Project Control Specialist �s responsible far ensuring alignment of the Contractor's baseline and pragress schedules with the Master Project Schedule as suppart to the City's Prof�ct Manager. The Ciry reviews and aceepts orrejects the scheduIe withir� ten warkcluys af Cnntractor's submittal. CITY OF FORT WQRTH Intersection lmprovements at Bonds Kanch Rvad & FM 156 STANDARD CONSTRUCI'TON SPECIEIC�TIpN DpCIJM�NTS CPN 101009-2 Revised August 13, 2021 O1 3216 -S C�]�TSTRUCTIQNPROGR�SS SCI�DUI..E Page 8 af 10 1 2 3 �} 1. 5chedule Farinat The Confractor will submit each schedule in izvo electzanic forrns, one in native file format (.xer, .xml, .mpx) and the second in a pdf format, in the City's docur�aent management system in the loca#ion dedicated far this purpns� and identified by the Praject Manager. In the event the Contractor does not use Pri�na�era P6 or MS Project for s cheduling purposes, the s chedule information must be submitted in .xls ar .xl,�x forznat iz� co�xzp.liaxace witl� the ,sample layo�t (�ee Specifieation �1 3216.1 Construetian Praject Schedule Baseline Example), including activity predecessors, succes sors and total float. 10 11 2. Initial & &�seline Schedule 12 The Contractor will c�evelop their scheduIe for their scope ofwork and submit the�r 13 iniiial sche.ciule in electronic form (in the file formats nated above), in the City's 14 document managernent system in the location dedicated far this purpose at least 5 15 worki�xg days priar to Pre Construction Meeting. 16 17 The City's Project Manager and Project Control Specia�ist review this initial schedule 18 ta determine aIignm:ent with the City's Master Project Schedule, including farmat & 19 WBS structure. �oJlowing the City's review, �eedhack is provided to the Contractor 20 for their use in finalizing their znitial sahedule and issuing {within�ve wo�kdays) their 21 Baselizae Schedule far final re�iew and aceeptance hy the City. 22 23 24 25 26 27 �.S 29 30 31 32 33 34 35 3b 37 38 39 40 41 42 43 44 45 46 47 48 49 3. Progress Schedule The Contractor vrill update and issuc their project schedule (Progress Scheduie) by the last day of eaeli manth throughout the lif'e af their w ork on the project. TI�e Frogress Schedule is submitted in electtonic form as noted above, in the City's document managernent system in the location dedicated for this purpose. The City's Project Control te�m reviews each Pragress Schedule for data atid information that support the ass essment of the update to the schedule. In the e�ent data or informatian is missing or incoznplete, the Project Con�rols Specialist cammunzcates dzrectly with the Contractar's scheduler for providing same. The Cont�ractor re-subnvts �lae correctad Progress Schedule witlain S warkrCuys, following the suhmittal pro.eess noted above. Th� City's ProjectManager and Project Control Sp.ecialist review the Cantractor's progress scheduIe for acceptance and to rnonitar performance and progress. Tl�e following list of items are requ�red to ensure proper status itaforznatian i� contained in the �rogress S.chedule. a Baseline Start date � Baseline Fiz�a�h Date � % Complete o Float � Activity Logic (dependencies} � Critical Path a Activities added or deleted � Expected Baseline Finish date � Variance to the BaseIine Fin�h Date C1TY OF FORT WQRTH Jntersa.ciion Improvements at Bonds Ranch Itoad & FM lSb 3TANDARD CONSTi2UCTION SPECIFICATFON DOCUMENT3 CPN 101009-2 Revised August 13, 242] 01 3216 - 9 CONSTRUCTIONPROCRESS SCH�DULE Page 9 of 10 �, ; 1 2 3 4 5 6 7 8 9 14 li 12 13 l4 15 B. Monthly Canstruction Sta.tus Report The Cantractor submits a written status report {referred #o as a progress narrati�e} at the rnonthly progress meeting (if manthly meetings are held) ar at the end of each month to accompany the P�ogz�ess Schedule submittal, usirzg the standard farmat provided in Specif'ication O1 3216.3 Canstruction Project Schedule ProgressNarraiive. Th� cantent ofthe ConstructionProject Schedule Progress Narrative should be concise and complete tn include only changes, delay�, and anticipated problems. C. Submittal Process � Schedules and Manfilily Constructi�n Status Reports are submittad in in the City's documant management sysfiem in �he locaiion dedicated for this purpose. � Once the proj�ct has been completed and Fina1 Acceptance has,been issued by the City, na further progress schedules or cansfi uction status reports are required from the Contractor. 1. 16 1.� ACTION Si7BNIITTALS/INFORMATIONAL SUBNIITTALS [NOT USID] 17 l.6 CLOSEOUT SUBMITTALS [NOT USID] 18 l.'� MAINTEL1iANCE MATERIAL SUBMITTALS [NOT USID] 19 1.8 QUALITY ASSiTRANCE 20 21 22 23 24 25 A. The pers on preparing and revising the construction Progress 5chedule ahall be e�perienced in the preparation of schedules af similar complexity. B. Schedule and sUpporting documents addressed in this Specification shaIl be prepared, updated and revised to accurately reflect the performance of the construction. C. Contractor is responsible for the quality af all submittals in fhis section meeting the standard of care for �he construction industry %r similar projects. 25 1.9 DELIVERY, STORAGE, AND H�NDL�NG INOT LISID] 27 28 29 30 31 32 33 1.id FIELD [SITE] CONDITIONS [N�T iTSID] 1.11 WARRANTY [NOT USID] r�`�v �v:�.� : �� cr_i.� Spec 01 3216.1 Construction Project Schedule Baseline Exarnple Spec Q13216.2 Constructian Project Schedule Progress F,�cample Spec 013216.3 Canstruction Project ScHedule Progress Narrative CITY OF FORT WpRTH Intersaction Lriprovements at Bonds Ranch 12oad & FM I56 STANDARD CONSTRUCTION SPHCTF'ICATION DOCUMENTS CPN Ial0a9-2 Revi sed August 13, 2021 Ql 32 16 -10 CONSTRUCTIONPROGRE55 SCHEbULE Page l0 of 10 2 PART 2- PRODUCTS [NOT USID] 3 PART 3- EXI+��UTION [N�T US�D] 4 IND OF SECTIDN Revision Log DATE NAM� SUMMARYOFCHANGE 8/13/2021 Michae] Qv�en ��ised to update specificatioq requirements and eliminate duplicate schedule speeifications. CTTY OF FORT WORTH Intersection Improvernents at Bonds Ranch Road 8e F3vI 5Tt1NDARD CONSTRUCTIOIV SP�CIFICATIQN DOC[J11�N'I'S 1S6 CPN IOlOQ9-2 Revisad August 13, 2021 I 013233-1 PRECONSTRUCTION VIDFA Page 1 of 2 � � 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 013� 33 PRECONSTRUCTI�N 'VII]EO 5 A. �ection Includes: 6 I. Adnninistrative and procedural requirements for: 7 a. Preconstr�action Videos 8 B. D�viations from this City ofFort Worth Standard Specification 9 l . Nane. 10 C. Related Specification 5ections include, but are not necessari�y limited to: 11 1. Division D— Bidding Requirements, Contract Forn�.s and Conditians of tlae Contraet 12 2. Division 1— General Reyuire�nents I3 l.� PRiCE AND PAYIVI�NT PROCEDURES l4 A. Measurement and Payment 1S 1. Work ass.ociated with this Item is considered suhsadiary to the various items bid. 16 No sepazate payment will be allowed for this Iiern. 17 1.3 REFERENCES [NOT LTSED] 18 ]..4 ADMil!'�:STRA'TIVE REQUIREMENTS 19 A, Freconstruction Video 20 1. Produce a preconstruction video of the site/alignment, zncluding all areas in the 21 vicinity of and to be affectefl by construction. 22 a. Pravide digital copy of video upon request by the Cify. 23 2. Retain a copy of the precQnstructian videa unt�l the end of the maintenance surety 24 period. 25 I.5 SVBMITTALS [NOT USED] 26 1,6 ACTION SLTBNIITTALSIINFORMATIONAL SUBMXTTALS [NOT ITSED] 27 1.'7 CLOSEOUT SiJBMITTAL� [NOT IISED] 28 1.8 MAINTENANCE MATERIAL �UBNIITTALS [NOT USED� 29 1.9 QUALITY ASSURANCE [NOT IISED] 30 L10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 31 111 FIELD [SITE] CONDITTONS [N�T USED� 32 1.T� WARRANTY [NOT IISED] 33 PART � � PRODUCTS [NOT USED] CTI'Y OF FORT WORTH Interseetion Irnprovements at Bonds Ranch Road & FM ] 5b STANDARD CONSTRUCTION SPECIFICATIQT[ DpCUMENTS CPN 1D1009-2 IZevised .luly 1, 2011 ! a � �z 33 - 2 PRECONSTRUCTTQN VIDEO Page 2 of2 PART 3 - EXECUTION [NOT U�ED] END OF SECTION Ravision Log DATE NAME SLTMMARY OF CHAN�E CITY QF PORT WpRTf� Intersecfion Impmvements aY Bonds Raneh Raad & PM 156 STANDA72D CONSTRUCTIqN SPECIFICATIQN DOCiJMBNd'S CPN 101009-2 Revised 7uly 1, 2Q11 r ' i � 1 2 � 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 0133 00 SUBMITTALS Ol 33 00 - 1 SUBMITTALS Page i a£8 5 A. 5ecfiian Includes: b 1. General inethods and requirements of submissions applicable to th� following 7 Work-related suhz�r�attals: S a. Shop Drawings 9 b. �'roduct Data (including Standard Product List submitials) lU c. Samples 11 d. M�ck Ups 12 B. Devia�ions from this City of Fori Worth Standard Speci�ication 13 1. Noz�e. 14 15 I6 17 1.� C. Related Speciiication Sectians include, but are nat necessarily limited to: 1. Division 0— Bidding Requirements, Contract �'ar�ms and Conditions of the Cantract 2. Division 1— General Requirements PRICE AND PAYMENT PROCEDUR�S 18 A. Measurement and Payment 19 1. Wark associated with this Item is considered subsidiary ta the various items hid. 20 No separate payment will he allawed fo:r this Ztem. 2] 1.3 REFERENCE� [NOT USED] 22 1.4 ADMINiSTRATIVE REQUIREMENTS 23 2A 25 2b 27 28 29 30 31 32 33 34 35 36 37 38 39 40 A. Coordination l. Natify the CiTy in writing, at the time of subtnittal, of any deviations in the sUbmittajs �ram the requirements af the Cantract Documents. 2. Coo.rdination of 5ubmittal Times a. Prepare, priaritize and transmit each submittal sufficienfly in advance of performingthe related Wark or otharr applicable a��ivities, ar within the time specified in th�; individual Work Sections, ofthe Specifications. b. Contractor is responsibie such that the installation will not be delayed by processing times including, but not lim.ited to: a) Disapproval and resubmittal(if required) b) Coordination with other submittals c} Testing d) Purchasing e) �'abrication � DeIivery g) Similar sequenced aotivities c. No extension of time wiil be autharized because of the Contraetar's failure ta transmit submittals sufficiently in advance oithe Work. C1TY OF FORT WORTI3 Tntersection Improvements at Sonds Ranch Road & FM 156 STANDAAD CONSTRUCTION SFECIFICATIDN DOCiJIv1ENTS CPN 1plpp9-2 Revised Deeemher 2�, 2012 u O1 33 00 - 2 SUSMITTALS Aage 2 of 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 2I 22 23 24 25 26 27 28 29 30 3I 32 33 34 3S 36 37 38 39 �0 41 42 43 44 45 46 d, 1VIake submittals pramptly in accordance with approved schedule, and in such sequenee as to cause no delay in the Work or ir� the work af any other contractor. B. Submittal Nuffibering 1. When submitiirtg shop drawings or sa�nples, utilaz.� a 9-character submittal cross- reference identification numbering system in the foIlowing manner: a. Use the �z'st 6 digits of the appIicahle Specificatian Section Nutnber. b. For the next 2 digits number use numbers O I-99 to sequ.entialIy numbar each initial separate item or drawing submitted LZnder each specific Sectian number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B-3rd subinission, C=4th subinissio�, etc.). A typical submittal nu�nber vvould be as fallows: 03 30 00-OS-B I) 03 30 00 is the Specification Section for Concrete 2) p$ is the ei�hth initial submittal under this Specificatiar� Section 3} B is the third submission (secand resubznission} of that particular shop drawing C. Contractar Certification 1. Review sl�op drawings, p.roduct data and samples, incIuding tilQse by subcontractars, prior to submission to determine and verify the fallowing: a. Field measuremen#s b. Field cons�ruction criteria c. Catatag numbers and similar data d. Can�orinance with the Contract Documents 2. Provide each shap drawing, sample and product data submitted by #he Contrac#or with a Certificatian Siateznent affixed including: a. TI�e Conbractar's Company naa�e b. Signat�.�re of submittal reviewer c. Certi$cation Statement 1} "By this submittal, I hereby represent that T have determined and verified field measurements, f eld constr�ction criteria, materials, dimensions, catalog nuinbers and si�ilar data and I have checked and coordinated �ach item with other applicable approwed shop drawings." D. SubrnitYaI Format 1. Fold shop drawings larger tlian 8% inches x 1 I in.ches fo 8%z inches x l linches. 2. Bind shop drawin$s and product data sheets tagether. 3. Order a. Cover Sheef 1) Description of PacI�et 2) Contractor Certificatian b. List of i#ems 1 Table of Contents c. Product Data /Shop Drawings/8amples ICalculations E. Submitial Content 1. The date nf submission and the dates of any previous submissions CITY OF FORT WDRTH Tntersection Tmprovements at Bonds Ranch Raad & FM 156 STANDARD CQNSTRUCTIQN SPECIFICATION DOCUMENT3 CP]V ]01009-2 Revised Decem6er 20, 2012 013300-3 SUBMITTALS Fage 3 of 8 z 3 4 5 6 7 S 9 IO 11 12 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 2. The Projact title ax�d number 3. Contractor identificatian 4. The names of: a. Contractor b. Supplier c. Manufacturer 5. Identifieation of ihe product, with the Specification 5ectian number, page and paragraph(s} 6. Field dimensions, clearly identified as such 7. Relation to adjacent or critical features ofthe Work ar materials 8. Applicable standards, such as ASTM or Federal Speci�catian numbers 9. Identification by highlighting oi deviatians from Cont�act Documents 10. Td�ntification by highlighting af revisians on resubmittals 11. An 8-inch � 3-inch blar�k space for Con�ract�r and Czty stamps F. Shop Drawings 1. As speciiied in individual Work Sections includes, but is nat necessarily limited to: a. Custorn-prepared data such as fabricatian and erection/installation {working) drawings b. �cheduled infarmatian c. Setting diagrams d. Aetua� shapworkmanufacturing instructions e. Custom templates f. Special wiring diagrams g. Coardination drawings h. Individual system or equipment inspection and test reparts including: 1) Perforrnance curves and certifications i. As applicable to the Work 2. Details a. Relation of the variQus p.arts to the main members and lines of the strueture b. Where carrect fabrication of the Work depends upan field measurements 1) Provide such measurements and note on the drawings prior to submitting fQr approvaI. G. PrQduct Data 1. For submittals af product data for products included on the City's Standard Product List, clearly identify each itern salected for use on the Proj ect. 2. For submittals of groduct data for products not .included on the City's Standard Praduet List, submittal c�ata may include, hut is nnt necessarily limited ta: a. Stan.dard prapared data for manufacturad products {sometimes referred to as catalog data) Ij Such as the manufacturer'� praduct specification and installation instructions 2) Availability of colors and patterns 3) Manufacturer's printed statements of campliances and applicability 4) Roughing-in diagrams and templates 5) Catalog cuts 6) Product photogra�hs CI'f'Y �F �'ORT WOR'FH Intersection Improvements at Bonds Raneh Road & FM 1 S6 STANDARD CONSTRiJCTION SPECIi'TCATION I]OCiJMEhfTS CPN 101.009-2 Revised Decemher 20, 2012 ois3ao-a �UBMITTALS Page 4 0#'8 1 7) Standard wiring diagrams 2 8} Printed p�rformance curves and operational-range diagrams 3 9) Production or quality control inspection and test reports and certifica�ions 4 10) MiII reports 5 ] 1) �'roduct aperaiing and maintenance instructions and recommended 6 spare-parts lisfing and printed product warranties 7 12) As applicable to the Work 8 H. Samples 9 1. As specified in individual Sections, incl�de, buY are nat necessa.rily limited to: 10 a, Physical examples of the Work such as: 11 1) Sections of manufactured or fabricated Wark 12 2) Small cuts or containers ofmaterials 13 3) Complet� unxts of repetitively used products colar/texture/pattern swatclses 14 and ranga sets 15 4) Specimens for coordination of visual effect 16 S) Graphic syinbols and units of Work to be used by the City fflr independenf 17 inspection and testing, as applicab�e to the Wark 18 I. Do not start Work requiring a shop drawing, sample or product data nor any material to 19 be fabricated or in5ta11ed prior to the approval or quaiified appro�al af such item. 20 1. Fabrication gerformed, materials purchased or on-site construction accomplished 21 which does not confQrm to approved shop drawings a.nd data is at tl�e Coniractor's 22 risk. 23 24 25 26 27 28 29 3a 31 32 33 34 35 36 37 38 39 40 4I 42 43 44 45 46 47 2. The City wil] not be liabie for any expense or delay due to corrections or remedies required to accomplish confarmif�. 3. Complete project Work, materials, fabrication, and installafzons in confarmance with approved shop drawirigs, applicabl� samples, and p:roduct data. J. Submiftal Distribution 1. Electronic Distribution a. �onfirm development of Project direetory for electronic submittals to be uploaded to City's Buzzsaw site, or another external FTP site approved by the City. b. S}�op Drawings I} Upload submittal to desz�nated project directory and notify appropriate City representatives via a�nail of submit�al posting. Z} Hard Copies a) 3 copies for all submittals b} If Contractor requires more tha.n l hard capy af Shop Drawings returned, Contract�r shall submit mare than the number of copies listed above. c. �roduct Data 1) Upload �ubmitial to designated project directory and notiiy appropriate City rapres�ntati�es �ia email of submitta� posting. 2) Hard Copies aj 3 copies fox all submittals d. Samples 1) Distributed to the Project Representative 2. Hard Copy Distribution (ifrequired in lieu of eZectronic distribution) C1TY aF FORT WOFtTH Tntersection Imprqvements atBonds RanchRoad &�'I�i 155 S1'ANDAI217 CONSTRtICTTON SPECIFTCATIDNDOCiJMENTS CPN 1Q10q9-2 Revised December 2Q, 2012 0133QD-5 SUBMI'I'TALS Page 5 of 8 1 2 3 �4 5 6 7 S 9 10 11 12 13 1�- 15 16 17 18 19 20 21 22 23 24 2S 26 27 28 a. -Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies far mechanical submittals b) '7 copies for all other submittals c} If Contractor requires mare than 3 copies af Shop Drawings returned, Contractor shall su��nit more #�an the number of copies listed above. b. Product Data 1} Distributed to the City 2) Copies a) 4 copies c. Satnples 1) Distributed to fhe Project Representative 2) Copias a) Submit the numbex stated in the respective Specificati�n Sections. 3. Distribute reproductions of approved shop drawings and copies of approved pz'oduct data and samples, where required, to the3ob site file at2d elsewhere as directed by tha City. a. Provida nurnber of c.opies as directed by the City but not exceeding the number previously specified. K. Submittal Review 29 2. 30 31 32 33 34 3. 35 36 37 38 39 40 41 42 43 44 45 4G 47 48 4 5 The review of shop drawings, data and samples will be far general conformance with the design concept and Contract Doc�aments. This is not to be construed as: a. Fermitting any departure from ihe Contr�ct requirements b. Relieving the Cnntractor of responsibility for any errors, including details, dimensions, and materials c. Approving departures frorn details furnished by the City, except as otherwise provided herein T�e review and approval of shop drawings, samples or product data by the City does not relieve the Contractor from lus/her responsi�ility with regard to the fulfillment of the terrns of Yhe Contracf. a. All risks af errar and omission are assuzned by tkie Contractor, and the City will have no responsibility therefor�. The Contractor remains responsibl� far details and accuracy, for coordinating the Work with a�l other associated work. and trades, for selecting fabrication pracesses, for t�chz�iques af assembly and for performing Work in a safe rnanner. Tf the shop drawings, data or sannples as subznitted describe variatians and show a departure from the Contract require�nents which City fnds to b� in the irrterest of fh� City and to be sa minor as not to invojve a change in Contract Pr�ce ar time for performance, the City �nay return the reviewed drawings without noti�g an exception. Submittals wi11 be returned to the Contractor under I of the following codes; a. Code .1 1} "NO EXCEPTTONS TAKEN" is assigned when there are no notations or comments on the submittal. a) When returned under this code the Contractor may release the equipment and/or material for manufaciure. b. Code 2 C1Tl' OF FORT WORTFI In#ersection Improvements at Bonds Ranch Road 8s FM 156 STANDARD CONSTRUCTION SPECIFICATfONDbGf.TMIIVTS CPN 1D1009-2 12evised ]7ecember 20, 2012 a133D�-6 SUBMITTALS Page 6 of $ 1 1) "EXCEPTIONS NOTED". This code is assigned when a confirmatian of 2 the notaiions and comments I5 NOT required by the Contractor. 3 a) 'I'he Con�t'actor may release the equipment or material for manufacture; A� however, aII notations and comments must be incorporated into the 5 final product. 6 7 8 g ia ]1 12 13 14 i5 16 17 1� 19 20 2I 22 23 c. Code 3 l) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and com�nents are extensive enough to require a resubmittal of the package. a) The Contractor may release the eyuipment ar material far manufacture; howe�er, all notations at�d coxnxnents must be incorporated into the final praduct. b) This resubmittal is to adc�ess all co�nzz�ents, ocnissians and non-conforming items that wera noted. c) Resubmittal is to be received by tlae City within 1 S Calendax Days of the date of the City's fransmittal requiring the resubznitfal. d. Code 4 I) "NOT APPR�VED" is assigned when the submittal does not meet the intent oit�te Goniract Documents. a) The Cantractor must resubmit the entire package re�ised to bring the submittal into con%rmance. b} It traay be necessary to resubmit uszng a different manufacturer/vendor to meet the Contract Dacum�nts. 24 6. Resubmittals 25 a. Handied in the saine inanner as �rst submittals 26 1) Correefions other than requested by the City 27 2} Marked with revision triangle or other similar ,nethfld 28 a) At Contraetar's risk if not marked 29 b. Submittals for each iiem wi11 be reviewed no more than twice at the City's 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 expense. � I} All subsequent reviews will be performed at t�rnes convenient to the City and at the Contractor's expense, based on thc: City's or City Representative°s then prevailing rates. 2} Provide Contractor r�imbursement to the City within 30 CaIendar Days for all such fees invaiced by the City. c. The need fflr more thar� 1 resubmission ar any other deIay in obtaining Ci#y`s reviaw of submittals, will not entitle the Cantractor to an extensian af Cantract Time. 7. Partial Submittals a. City reserves tlae rzght to nnt re�iew submittals deeined partial, at the City's discretion. b. Submittals daemed by the City ta be not complete will be returned to the Contractor, ar�d will be considered "Not Approved" untiI resubmitted. c. The City may at its option provide a list or mark the subm.ittal directing the Contractor to the areas that are incomplete. 4b 8. If the Coniractor considers any correction indicated on the shop drawings ta 47 constitute a cha�ge to the Cnnixact Docum�nts, then written notice inust be 48 provided thereof ta ihe City at least 7 Calendar Days prior to release fox �49 manufacture. CI`C'Y OF P012T VVOI21"H Intersection Improvements at Bopds Ranch Road � FM 156 STAi�iDARD CONSTRUCTTON SPECIFTCATION DOCUMENT5 CPIV 101009-2 Revised December 20, 2Q12 O1 3300-7 SUBMTI"I'ALS Page 7 oi S 1 9. When the shop drawings have been compleied to the satisfaction of the City, the 2 Contractar may carry o�t the construction in accordance fheretivith and no further 3 changes therein except upon written i�structions $om the City. � 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days 5 following receipt of suhmiital by the City. 5 L, Mock ups 7 1. Mock LTp units as specifiad in individual5ections, include, but are not necessarily 8 limited to, camplete units of the standard of accegtance for that type of Work to be 9 used on the Proj �ct. Remove ai the completion of the Work or when directed. l0 M. Quali�cations 1 I l. If speci.fically required in other 5actions of these Speci�cations, submit a P.E, 12 Certificat�an for eaeh item reguired. 13 14 15 16 17 18 19 20 N. Request far Information (RRI} 1. Contractor Request for additional information a. Clarification or interpretation oithe contract documents b. When the Contractor believes there is a conflict betwaen Contract Docutnents c, When the Ca�tractor believes there is a cozaflict between the Drawings and Specifications 1) Identify the conflict and z'equest clarification 2_ Use the Request for Information {R�'I) form pravidad by the City. 21 3. Numbering of RF`I 22 a. Prefix witl� "RFP' fallowed by series number, "-�", beginning with "O]" and 23 increasing sequentially with each additional transmittal. 24 4. Sufficient informatian shall be attaehed to permit a written response without further 25 information. 26 5. The City will log each request ar�d will review the request. 27 a. If review of tha project information request indieates that a change to the 28 Contract Docuinents is required, the City will issue a Field Order or Change 29 �rder, as appropriate. 30 1.� SUBNIITTALS [NOT USED] 31 1.6 ACTION SiTBNIITTALSIIN�ORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUS�ITTALS [NOT USED] 33 1.8 MAiNTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALTTY A��URANCE [NOT USED] 35 1.10 DELIVERY, STORAGE, AND HANDLING jNOT USED] 36 37 1.11 P�IELD [SITE] CONDITXONS [NOT USEII] 1.12 WARItANTY [NOT U�ED] CITSt' OP' FORT WORTH Intersection Improvements at Bands Ranch Road & FM 15b STAN[DARD CC?1�5TRUCTION SPECIFICATION DOCUMEI�TTS CFN 1 D1009-2 Revisad December 20, 2U12 013300-5 SUBMITTALS P�ge 6 of $ 1 PART � � PRODUCTS [NOT U�ED] 2 PART 3- EXECUTION [NOT USED] 3 END �F SECTION Revision Log DATE N1�Iv� Sj.TI1�IMARY OF CHANGE 1 212 012 0 1 2 D. Joli.nson 1.4.K8. Working Days modified to Calendar I}ays CTT1' OF �'OTtT WORTTi interseetion Tmpmvements at Bonds Ranch Road & Ftvi 156 STANDARD CONSTRUCTTON SPECIFICATI(7N DdGUMENT5 CPN ]D100�-Z Re�ised December 20, 2012 013573-1 SPECiAL PRQ7H+CT PRQCEUURES Fage 1 of 8 � 3 PART1- GENERAL 4 1.1 SUMI1�IAiRY 5 A. Section lncludes: 6 7 S 9 10 I1 I2 13 14 15 16 17 18 19 SECTION 013513 SPECIAL PROJECT PROCEDURES 1. The procedures for special. project circumstances that includes, but is not Iimited to: a. CoordinaLian with t�te Te�as Department of Transportation b. Work near High Voltage Lirtes � c. Conf"med Space Entry Progam d. Air Poll�rtion Watch Days e. Use of �xplosives, Drop Weight, Etc. f. Wat�:r Department Noti�cation g. �'ublic Notification Prior #o Beginni�ig Construction I�. Caordination with United S�ates Army Corps of Engineers i. Coordination within Railroad permits areas j. Dust Control k. Employee Parking B. Deviations from this City af Fort Worth Standard Specification 1. None. 20 C. Related Specification Seetions include, hut are not nec�ssarily limited to: 21 1. Division 0— Bidding Requirements, Contract For�x�s and Conditions of the Contract 22 2. Division 1— General Requirements 23 3. 5ection 33 12 25 — Cpnnection to E�sting Wafer Mains 24 1.2 PRICE AND PAYMENT PROCEDURES ZS 26 27 28 29 3.Q 31 32 33 34 35 36 37 38 39 4fl 41 42 A. Measurement and Fayment 1. Coordination within RaiIroad permit areas a. Measurement 1) Measurement for this Item wi11 be by lump sum. b. Payrnent 1) The work perforuaed and rnateria�s furnished in accordance with this �tem will be paid fox at the lump sum price bid for Railraad Coordination. e. The price bid shall include: 1) Mobilizatian 2) lnspecYion 3) Safaty training 4) Additionallnsurance S} Insurance Certificates b} Other requirements associated with general coardinatian with Railroad, including additional employees required to protect the right-nf-way and property of the Railroad from damage arising out of and/ar fram the construction ofthe Project. 2. Railroad Flagmen C1TY OF F012T WORTH Intersection Improvementis at Bonds Ranch Roxd & FM 156 STANDARD CON5TRUCTTOW SPECIFICATIONDOCUMEN'TS CP?V ]03009,2 Revised Becember 20, 2012 01 35 13 - 2 SPECIAL PRpJECT PROCEDj.JRES Page 2 of 8 1 2 3 4 5 6 7 8 9 14 11 12 13 a Measurement 1) Measurement for this Iiem will b� per working day. b. Payment 1) The work performed and materials fuxnisl�ed in accordance with this Item �vill be paid for each worki»g day that Railroad Flagmen are present at the Site. c. "I"he price bid shall include: 1) Coordination %r scheduling flagtnen 2) Flagmen 3) Other reGuireinents associated with Railroad 3. A11 oiher items �. Work associated with these Items is cansidered subsidiary to the various Items bid. Na separate payznent will be allowed for #his Item. 14 1,3 REFERENCE� 15 A. Ref�re:�ce Standards 16 1. Reference standards cited in this Specification refer to the eurrent reference 17 standard published at the time af the latest revision date logged at the end of this 18 Specification, unless a date is specif cally cited. 19 2, Health and 5afety Code, Title 9. Safety, Subtitle A. PubTic Safety, Chap#er'152. 2� High Voltage �verhead Lznes. 21 3, Narth Central Texas Council of Govez':nme:nts (NCTC4G} — Clean Canstruction 22 Sp�cification 23 1.4 ADNIINiS'IRATNE REQUYREMENTS 24 A. Coardination wlth the Taxas Deparfmant of Transpoi-tation 25 26 27 28 29 30 3T 32 33 34 35 36 37 38 39 40 41 42 43 � �5 1, When work in the right-of-way which is under the jurisdiction of the Texas Deparhrient of Transpartatioi7 (TxDOT): a. Notify the Texas Department of Transportation prior to commencing any work tl�erein in accordance with the provisions of the permit b. All work performed in the TxDOT right-of-way sha11 be performed in campliance with and subject to approval fi'o�n ihe Texas Department af Transpnrta�ion B. Work near Hign Voltage Lines 7 3 4. Regulatory Requirements a. AlI Work near Hzgh Voltage Lines {more tl�an 600 voIts measured between conductors or between a conductor and the groundj shall be in accordance with Healih and Safety Code, Tit1e 9, SubtitIe A, Chapter 752. Warning sign a. Provide sign of sufficien� size meeting a1108HA requirem�nts. Equigment operating within 10 feet of high voltage lines will requiz'� �ie followia�g safety features a. Insulating cage�type of guard abaut the boam or ann b. Insulataz' Iinks an tha lift hook connections for back hQes or dzppers c. Equipment inust meet tl�e safety requirements as set fot�th by O�SHA and the safety require�nenfs of the owner af the high voItage lines Wo.rk within 6 feet of high voltage electric lines CTTY OF FORT WORTH Intersection Tmpravemants at Bonds Raueh Raad & FM 156 STAI�DARD CONS'I`RUCTIQN SPECLFICATIpN DOCiJME?NTS CPN 1p10Q9-2 Re�vised December 20, 2012 O13513-3 SPECiAL FIt07ECT PROCEDURES Page 3 of 8 I 2 3 4 S 6 7 8 9 10 11 1a 13 14 15 lb 17 18 19 2p 2i 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 4l 42 43 44 45 46 a. Notification shall be given to: 1) The power company (exampl�: �NCOR) a) Maintain an accurate Iog af all such calls to power company and record aetian taken in each case. b. Coordination with povver campany 1) After notif�cation coordinate with the power comparry to: a) Erect tempaxary mechanical barriers, de-energize the lines, or raise or lower ihe lines c. No personnel may work witlun 6%et of a high valtage line before the above requirements have been met. C. Confined Space Entry Program 1. Provide and follow approved Canitned Space Entry Program in accordance with OSHA raqUzrements. 2. Confined Spaces include: a. Ma�.holes b. All otk�.e:r conf n�d spaces in accardance with OSHA's 1'ermit Requiced iar Confned Spac�s D. Air PoSlution Watch Days I. General a, Observe the following g;uidelines relating to working on City construction sites an days designated as "AIR POLLLTTION WATCH DAYS". b. Typical Ozone Season 1) May 1 thrau� October 31. c. Critical Emission Time 1) 6:00 a.m. to 10:00 a.m. 2. Watch Days a. The Texas Co�nmission on Enviranrnental Quality (TCEQ), in coordinatian with the National Weather Serviee, will issue the Air Pallution Watch by 3:00 p.m. on ihe afternoon prior to the WATCH day. b. Aequire�ents 1) Begin work after 1 D:O� a.m. vvhenever constructian phasing requires tha use of motorized equipment for pez'iods zn excess of 1 hour. 2} Howaver, the Contractor nnay begin work prior to 10:00 a.in. i�: a) Use of motoY7zed �quipment is less that� 1 hour, or b) If equipment is new and certified by EPA as "Low Emitting", or equip�ant burns Ultra Low Sulfur Diesel {LTLSD), diesel emulsions, or alternative fuels such as CNG. E. TCEQ A'v PermiY 1. Ohtain TCEQ Air Permit faz construction acti�ities per requirements of TGEQ. F, iJse of E�cplosiv�s, Drop Weight, Etc. 1. When Contract Documents permit on the project the fQllowing will apgly: a. Public Natification 1} 5ubmit notice to City and proof of adequate insurance cnve:rage, 24 haurs prior to commencing. 2} Minimum 24 ho�tr public notif'ieation in accordas�ce with Sectzan Ol 31 13 G. Water Departmer�t Coordination CTTY OF FORT WORTH Interseetion Improvements at Bonds Ranch Road & FM 156 STANDARD CONSTRUCTION 3PECIFICATION DOCUMENTS CPN 101009-2 Revised December 20, 2012 � 013513-4 SPECIAL PRO.TECT FROCEDiJRE5 Pa$e 4 of 8 1 1. During the consiruction ofthis project, it will be necessary to deactivate, Por a 2 period of time, existing lines. The Contractor shall be requir�d to coordznate wifh 3 the Water Department to d�te:r�x�ine the best times for deacti�ating and activat'tng 4 those lines. 5 2. Coordinate any event that will require connecting to ar the operation of an existing 6 City water line system with the City's representative. 7 a. Coordination shali be in accordance with �ection 33 12 25. 8 b. Tf n�eded, obtain a hydrant water meier from the Water Department for use 9 during the life ainamed projec�. l0 c, In the evez�t that a water valve on an existing live systein be �r��ed off and on 11 to accominadate the construction of the proj ect is requirad, coard�nate this 12 activity thz�ough the apprapriate City representative. 13 1} Do not operate vvater line valves of existing water system. 1� a) Failure to comply will render the Contractor in violation of Texas Penal 15 Code TitIe 7, Chapter 28.03 (Criminal Mischie� and the Cantractor 16 will be prosecuted to the full extent af the law. 17 b) In addition, the Contractor will assume all liabilities and 18 responsibilities as a result of these actions. 19 H. Public Notification Pr�or ta Beginning Constructian 20 I. Pripr to begiiuvng constructiazl on any bloek in 1he project, on a blacic by block 21 basis, prepare and deliver a notice ar flyer of the pending construction to the front 22 door af eacl� residence or business tliat wiIl be ianpaeted by construetion. The notice 23 shali be prepared as foliows; 24 a. Post notice or flyer 7 days priar to beginning any construction acti�ity on each 25 block in the project area. 26 I} Prepare fi�yer on the Coiittactor's Ietterhead and include the folIowing 27 info�mation: 28 a) Name of Project 29 b} City Praject No (CPI� 30 c) Scope af Pxoject (i.e. type of construetion activity} 31 d} Actual construction duration within the hIock 32 e) Name of the contractor's forernan and phone number 33 fl Name of the City's inspector and phane number 34 g) City's after-hours phone number 35 2} A samgle of the `pre-canstruction notification' flyer is attached as E�ibit 36 A. 37 3} Submit schadule sho�ving the coi�structian start and finish time for each 38 block of the praject fo the inspector. 39 �4} Deliver flyer to the Ci#y Inspectar for raview prior to ciistribution. 40 b. No eonstruction will be allowed to begin on any block until the flyer is 4i deli�ered to alI residents ofthe block. 42 43 44 45 h6 47 A�8 I. Public Notiiication of Temporary Water Service Interruptian duri�g Construction 1. In the event it hecoines necessary to tempararily shut down water service to r�sidents or businesses during construction, prepare and deliver a notice or flyer of the pendang interruptian to the front door af each affected resident. 2. Frepared notice as follows: a. The notification or flyer shall be posted 24.hours prior to the temparary interruption. C1TY OF F�RT WORTH interseation Improvements af Sonds Raneh Rnad & FM ] Sfi STANDARD CONSTRU�TTON SPECTFICAT70NDOC[JMFiN'I'S CPI� 101009-2 Re�ised December20,2QI2 Oi 3513-5 SPECIA4 PRp.iECT PROCET]URES Page 5 of $ I 2 3 4 5 6 7 S 9 1U 11 J2 13 14 15 16 K. Coordination within Railroad Perm�it Areas Prepare flyer on the cantractor's letterhead and incl�de tlie follawing inf�rmation: 1) Name of the proj ect 2) City Project Nurnber 3) Date of the interruption of service 4) Period the interruption will take place S) Name of the contractor's %reman and phone number 6) Name ofthe City's inspectar and phon� nur�ber A sample of the temporary water service interruption notification is attached as E�ibit B. Deliver a copy of the temparary interruption notification to the City inspectar for review prior to being distributed. No interruption of water service can occur until the flyer has been delivered to aIl affected residents and businesses. Electronic versions of the sarnple flyers can be obtair�ed from t�:e Praject Canstruction Inspectar. 17 d. Coordinatian with United States Arrriy Corps of Engineers (iJSACE) 18 l. At locations in tne Project where construction activities occur in areas where 19 LJSACE permits ar� required, m��t al1 requirements set forth in each designated 20 permit. 21 22 23 24 25 26 27 28 2.9 30 3l 32 33 34 35 36 37 38 3.9 40 41 42 �3 44 1 2. 3. � c. d. e. f. At locations in the prc�ject where construction activities accur in areas where railroad permits ere required, meet aI3 requirements set forth. in each designa#ed railroad permit. This includes, but is not limited ta, provisians for: a, FIagntaen b. Tnsp�ctors c. Safety training d. Additional insurance e. Insurance certificates f. Other employees xaquired to protect the right-of-way and property of the Railroad Company from damage arising out of andlor from the consituction of the praject. Proper utility clearance procedures shall be used in accordance witli the permit guidelines. Obtain any supplemental information needed to comply with the railroad's requirements. Railroad Flagmen a. �ubmi# receigts to City for �eriiication of working days that railroad flagmen were present on Site. L. Dust Control 1. Use.acceptable measures to control dust at the Site. a. If water is used to control dust, capture and properly dispose af waste water. b. If wet saw cutting is performed, napture az�.d properly disposa of slurry. M. Employee Paxkxng 1. Provide parking far employees at lncations approved by the City. C1TY OF PORT WORTH Inte.rsection Impro�ements at Bonds Ra�ich Road & FM 156 STANDARD CONSTRUCTIOl�t SPECTFICATION DOCi)MENTS CPN 10Z009-2 Revised Aecember 20, 2012 � O13513-6 SPECIAL PR07ECT PRDCEDURES Page b of 8 1 2 3 4 5 6 7 8 9 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUSNIITTALS/INFORMATXONAL SUSMITTAL� iNOT USED] ].7 CLOSEOUT SUBMZTTALS [NOT iTSED] l.$ MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 19 QUALITY ASSURANCE [NOT USED] 1.10 DELN�RY, 5TORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY INOT USED] PART 2 � PRODUCTS [1VOT [TSED] IO P�RT 3- EKECUTION [NOT USED] 11 zz END Uk' SECT�UN Revisian Log DATE NAIvIE Sj.JMMARY OF CHANGE 1.4.8 — Added requirement of compIiance with Health and Safety Coda, Title 9. 8/31/2012 D. 7ohnson Safety, Subtitle A. Public Safety, Chapter 752. High Voltage O�erhead Lines. I.4.E — Added Contractor respons9bility for pbtairiing a TCEQ Air Permif 13 CTTY OF FORT WORTH Intersention Improvements at Bands Ranch Road & FM 156 STANDARll C4NSTRUC7TON SPECIFICATION I?OCUMENTS CFN 1�1009-2 Revised December 2p, 2p12 I � � 1 2 3 4 5 6 7 8 9 10 li 12 13 14 15 Ib 17 18 19 20 23 22 23 24 25 2b 27 28 29 30 31 32 33 34 35 36 37 01 35 13 - 7 SPECIAL PR07ECT PRDCEDURES Page 7 of 8 Dafe: CPN No.: Project Name: Mapsco Location; Limits ofi Construction: EXHIBTT A. {To be printed on Contractor's Letterhead) - I'� �I i '� � , � � � ' � �� i �HIS IS �� 111[�O�IVI Y�U iHAT Uld�� A CONiRACi VAfl�b �b� CI�Y O� �0�� 1i81��b, DU Z COVIIiiP,ANY !lVl�� IfORK Oid Ui[�f�lf LIIV�S ON OR �ROUN� YDUR PRO��Y. CaNS��UC�'IOPd WI��. ��lN A��RQXIi�flA`i�LY S�V�N �AY� �ROiifl �b� �A�� O� �'bIS IdOTIC�, l� YOU HA11�f� QU�Si'IOidS A�OLJ� ACC�SS, SPCIJRI�'Y, SA�'�iY OR AWY O�b�� fSSU�, �L�AS� Cp►��: �Vi[', CCONTRAGTOFt'S SUPER�NTENDE�ET� �1� <TELEPHONE N0.7 O�t ii�IC. CCITY INSP�CTOR� r4�T C TEI..�PI-IOI�E� C�Q.� AFT�'� 4;30 �iVr O� ON 1ME�K�N�S, ��.�AS� CA�� (817) 39� 8306 PLEASE KEEP THfS FL.YER HANDY WHEN YOU CALL CT'I'Y OF FORT WORTH Tntersection Irupravements at $onds 12anch Road & PM 15.6 STANDARD CONSTRUCTION SPECIFICATIONDpCiJMEId'I'S CPN 1d1004-2 Revisad December 20, 2012 p I as 23 TE5TING AND INSPEC'FI�N 3ERVICES Paga 1 of 2 SECTION 01 �5 23 TESTING AND 1NSP�GTION SERVICES PART1- GENERAL 1.1 �UMMARY �1. Section Tncludes: 1, Testing and inspectian services procedures and coardination B. Devia�ians from this City af Fort Worth Standard Specification 1. Nana. C. Reiated Speeification Sections include, but are not necessarily lirnited to: 1. Uivision 0— Bidding Requiraments, Contract Forms and Cflnditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYM�NT PROCEDURES A. Measurement aud Payment 1, Wark associated wifih this Item is considered subsidiary to the �arious Items bid. No separate payment will be allowed far this Iietn. a. Contractar is responsible for performing, coordinating, and payment of a]I Quality Control testing. b. Cify is responsible for perfornnzng and payznent for fu�st set nf Quality Assurance testing. 1) If the first Quality Assurance test per%rmed by t1,e City fails, the Coniractor is r�sponsible for payment of subsequent Quality Assurance testing uzrtil a passing test occurs. a} Final acceptanee will not be issUed by City until alI requ�red payments for testing by Contractor have been paid in full. �.3 REFERFNCES [NOT USED] 1�.4 ADNIINISTRA.TIVE REQLTIREMENTS A. Testing l, Cornplete testing in aecordance with the Contract Docunrients. 2, Coardination a. When testing is required to be perfarrned by the City, notify City, sufticiently in advance, when testing is needad, b. When tesiing is required to be completed by the Contractor, no�ify C9ty, sufficiently in advance, fihat testing will be perforrned. 3, Distribution of Testing Reports a. Electronic DistributiQn I) Confirxr� developmant aiPraj ect dsrectory far electronic submittals to be uploaded to the Cify's docuzz►ent management system, ar another extennal FTP site approved by tha City. CII'Y OF FOf�T WORTfi Intersectiar Impravemenis at Bonds Ranch Roa�l & F;VI 156 STANUA12I3 CQNSTRi]C"Fi01V SPECIFICATiON DOCiJMENTS CgN 1� lQQ9-2 Revisad March 9, 2Q20 Ol 45 23 �STING AND I1�5PECTION SERVICES Page 2 of 2 2) Upload fest reports to designated prQj ect directary and notify apprapriate City represenfiatives via exnaiI of submzttaI posting. 3) Hard Copies a) l copy for all submittals submitted to the Project Representative b, Hard Copy Distribution (if required in lieu of electronic disitibuiion} 1) Tasts ��rfotmed by City a} Distribuie I hard copy to the Cnntractor 2) Tests perforimed by the Coniractar a} Disfribute 3 h�rd copies to City's Project Representa#�ve 4. Provide City's Project Rep'resentative with trip tickets for each delzvered laad of Concret� a.z T ime material'inc�udingthe following infoz�rnation: a. Name of pit b. Dateofdeliv�sy c. Material delivered S. Inspection 1. Inspection ar lack af iz�spection does not relieve the Con�ractor from abligation t� perform wor3c in aceordance with ihe Contract Docutnents, 1.S SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL �USMTTTALS [NOT USEii� 1.i CLO�EOUT SUBNIITTALS (TTOT USED] 1.8 MAXNTENANCE MATERiAL SUI3M1['d'�'i ALS �NOT US��ij 1.9 QUALITY A,SSURANCE [NOT iJSED� �.Au �ELPJEI��, STORAGFI, Al�'Ll H�1�Tl3L�yc; [N6]T �TSEI1� 3.11 �'IELD [S�TE] CQNDITIONS jNOT IIS�lij 1. � � �7VA]RR.AN`a'Y �l�T�[]'[' iT�F.D� I'A�'i' � - PI��OT]UCTS �N+�T USEIIj FAR`i' � - ��C'U'i'��[?�1 ��TOT US��+'�i.al E.ir3� Gr 5EC'TIO�i Revi sion Log DATE Nt1ME SLfMMARY OF CHANGE 3/9/?_D2Cr �+,y_ ?�a��8 �e'n°vedseference to Buzzsaw and noted tkiat elech'onic su�tnittals 6e uploaded tiv�ough the City's documcnt managetnent system. - — � ----�. CiTY OF FOR1' WORTH Interseeti�t Imprwetnants �k Ba+�ds Ranch Ro,1d & FM l56 STANT?ARD CONSTRUrTION SPEC.`IF[CA"CI03+T DnCL�Nf�N"I'S CPN I91009-2 Re�ised Marclo 9, 2024 ' 015000-1 TEMPORAAY FACILI'I'TES AND CONTRpL3 Page 1 of 4 1 2 SECTION 0150 00 TENdFORARY FACILITIE� ANll CONTROLS 3 PART1— GEN�RAL 4 1.1 SiJMMARY 5 6 7 8 9 10 11 �2 13 1�4 A. Section Incl�ades: 1. Frouide temparary facilities and controls needed for the Wark including, but not necessarily limited to: a. Temporary utilities h. Sanitary facilities c. 8torage Sheds and Buildings d. Dust conY�rol e. Temporary fenezng of the construction site B. Deviations from this City of �'ort Worth Standard Specification 1. Nane. 15 C. Related Specification Sections incIude, but axe not necassarily limited to: 16 I. Division 0— Bidding Requirements, Contract Forms and Conditians of the Contract 17 2. Division 1— General Requirements 18 �..� PRICE AND PAYMENT PROCEDURES 19 A. Measuz'ament and Payment 20 1, Wark assoczat�d with this Ttetn is considered subsidiary to the various Items bid. 21 No separate payrnent wiIl be allowed for fihis Item. 22 1.3 RE.FERENCES jNOT USED] 23 l.4 ADMINISTRATIVE REQiJIl2EMENTS 24 25 26 27 28 29 30 3I 32 33 34 35 36 37 38 39 A0 A. Temporary Utilities 1. 06iaining Ternporary Service a. Ma�e arrangements with utility service compar�ies for i�emporary services. b. Abide by rules and regulaiions of utility service companies or autliorities havin� jurisdiction. c. Be responsible %r utility service costs until �Vork is approved far �'znal Acceptar�ce. 1) Included are fu�l, power, ligl�t, heat and other u�ility services necessary for executian, compIatian, testing and initial operafion of Work. 2. Water a. Contractar to provide water required for and in connection with Work to be performed and for speeified tests of piping, equipjnent, dewices or �ther use as required for the camplefion of the W�rk. b. Pravida and maintain adequate supply of potable water fox domestic cansumption by Contractor personnel �and City's 1'roject Reprasentatives. c. Caordznation 1} Contact City 1 w��k before water for construction is desired C1TY DF FC?RT WORTH Intersection Improvements at Bonds Ranch Road & FM 156 STATIDARD COI�ISTRUCTIQN Sl'ECTFICATTDNDpCUMENTS CPN ]OI049-2 Revised July 1, 2D11 ai s000-z TEMPORP:RY PACILITIES AND CONIROLS Page 2 ofq r 1 2 3 4 5 6 7 8 9 l0 11 12 13 14 15 16 17 18 19 20 21 22 23 24 �5 26 27 28 29 30 31 32 33 34 35 36 37 38 3R �40 41 42 43 44 45 4. � d. Contractor �'ayment for Construction Water 1) Ubtain construction water meter frorr� City for payment as billed by City's estahlished rates. 3. Electricity and Lighting a, Provide and pay for electric powered service as required for Work, including testing of Work. 1) Provide pawer for lighting, operation of equipznent, or otk�er use. b. Electric power serr+ice includes temporary power service or generator to maintaan operai�ons during scheduled sh�ztdown. Telephone a.. Provide emergency telephone service at Site for use by Cantractor personnel and others performing work or furni,shing services at Site. Temporary Heat and Ventilatian a. Provida temporary heat as necessary for protection or completion of Work. b. Pravide temporary heat and ventilation to assure sa% worldng conditions. B. Sanitaiy Facilities 1. Provide and maintain sanitary fac.ilities for persons on Site. a. Comply with regulations of State and locai departments of healYh. 2. Enforee use of sanitary facilities by constructian personnal at job site. a. Enclase and anchor sanitary facilities. b. No discharge will be allowed from these facilii�es. c. Collect and store sewage and waste so as not to cause nuisance ar health problem. d. Haui sewage and waste off site at na less than weekly intervals and properIy dispose in aecordat�ce with applicable regulation. 3. Loca�e facilities near Work Site and kcep claan and maintained throughaut Prfljeci. 4. Remove faciiities at completian of Project C. 5torage Sheds and Buildings 1. Provide adequately ventilated, watertight, weat�erproaf storage facilities with floor above ground �e�el for materials and eguipment susceptible to weather datnage. 2. Storage of tnaterials not susceptible to weather damage may be on blocks off �aund. 3. Store rnaterials 'rri a neat and orderly manner. a. Place materials and equipmertt to permit easy access for identificatian, inspection andinventory. 4. Equip building with lockable doors and lighting, and provide electrical service %r equipment space heaters and heating or ventilation as necessary to provide storage environments acceptable to specified manufacturers. 5. Fiii and grade site far temporary structures io provide drainage away from temporary and exisiing huildings. 6. Remove building from site prior to Final Acceptance. D. Temporary Fencing 1. Provide and maintain far the duxa�ion ar consiruction when required in contract docurnents E. Dust Control CTTY OF FOltT WORTH Intersection impmvements at Bonds Ranch Road & FM 156 STANDARD CONSTRUCTION SP�CIFICATION DOCUMENTS CPN 101009-2 Revisad July 1, 2011 1 2 3 4 5 6 7 8 4 O15pp0-3 TEMPORARY FACILITIE$ ANU CONTROI.S Aage3 of4 l. Contractor is responsible for maintaining dust confrol through �he duration of the project. a. Contractor remains on-call at all times b. Must respond in a timely manner F. Temporary Protec�ion of Construction 1. Cnntractor or subcontractors are responsible for protecting Work from damage due to weather. ].S SUBMx7CTALS [NOT USED] 1.6 ACTION SUBMITTALS/INRORMATIONAL SUBMI'1"TALS �NUT USED] 10 1.7 CLOSEOVT �iTBMTTTALS [NOT U�ED] l I 1.8 MAINTENANCE MATERIAL �iTBMITTALS [NOT USED] 12 1.� QiTALITY ASSi1RANCE [NOT USED] 13 1.10 DELNERY, STORAGE, AND HANDLING jNOT USED] I�+ 1.11 FIELD [SYTE] CONDITIONS [NOT USED] 15 1.12 WARRANTY ��TOT USED] lb PART � - �'RODUCTS [NCIT USED] 17 PART 3- EXECUT�ON [NOT USED] 18 3.�. INSTALLERS [NOT USED] 19 3.� EXAM�NATION [NOT USED] zo 3.3 PREI'ARATION [NOT i7SED] 21 3.4 INSTALLATION 22 A, Temporary FaciIities 23 1. Maintain all temporary facilities far duration of aonstructian a.ctivities as needed. 24 3.5 [REPAIIi] 1 [RESTORATION] 25 3.6 RE-INSTALrLATIDN 26 3.7 FIELD (ox] SITE QUAL�TY CONTROL [NOT USED] Z7 3.8 SYSTEIVI STARTLTP [NOT USED] 28 3.9 AD.TUSTING [NOT USED] 24 3.1� CLEAIVING [NOT USED� 30 ' 3.�.]. CLUSEOUT ACTXV'�T1ES 31 A. Temporary Pacilities CTTY OF FORT WQRTH Intersection Improvements at Bonds Ranch Itoad & FM 156 STANDAR77 C�IdSTRUCTION SPECIFICATTQN DOCUMENTS CPN 101009-2 Revised July l, 2D11 � � . � I 2 3 4 S b 7 015000-4 TEMP.ORARY FACILITIES AND COI�iTROLS Page 4 of4 1. Remove all temporary facilities and rastore area after completion of the Wark, to a conditian equal �o or bett�r than prior ta start of Work. 3.1� PROTECTION [NOT USED] 3:13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS jNOT USED] END OF SECTION Revision Lflg DATE NAIVIE 3UMMARY OF CHANGE 8 Cil"Y OF FORT WORTH Intersec�ion Tmpravaments at Sonds Ranch Road & FM 156 STATiDA12D CONSTRUCTION SPECIF'ICATTOl� DOCiJMENTS CPN ]01�09-2 Aevised 7uly i, 2011 oissz6-i STREET USE PERMIT AND IVI�DIFICATIpNS TO TRAFFIC CONTROL Page 1 of 3 1 2 �ECTION Ol 55 26 STREET L1SE PERMIT AND MODIFICATZONS TD TRAFFIC CONTROL 3 PART1- GENERAL � 1.1 Si]NIlI7ARY 5 6 7 8 9 io li I2 13 14 15 A. SectionIncludes: 1. Administrative praeedures for: a. Stxeet Use Permit b, Mod�cation of approved traffic control c, Reznoval of Street Signs B. Deviations irom this City of Foxt Worth Standard Specification 1. None. C. R�lated Specification �ections include, but are not necessarily limited to: 1. Division 0— Bidding Requrrezx�ents, Contract Forrx�s and Condi�ions of the Co.n.tract 2. Division 1-- General Requ�ements 3. Section 34 71 13 — Traffic Control 16 l.� PRICE AND PAYMII�T PROCEDi7RES 17 A. Measureznent .and 1'ayrn�nt ] 8 1. Wnrk associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allawed for this Item. zo i.3 rt�t�TC� 21 A.Reference Standards 22 T. Reference standards cited in this specification refer to the currentreference stand�'d 23 published at the time of the ]atesf revis ion date logged at the end of this 24 specification, unIess adateis specifically cited. 25 2. Texas Manual onUniform Traf�c ContralDevices (TML3TCD). 2b 1.4 ADM[1��TRATIVE REQi1IR�`1VIEI�TTS 27 28 29 3a 31 32 33 34 35 36 A, Traf'fic Contrnl 1. General a. Coniractar shall minimi�e lane closures and 'vnpact to vehicular/pedestrzan txaffic. • b. Whentraffic controlpiazls are included in the Drawuags, pro�zde Tra#'�c Cantrol it� accordance with Drav�+ings and S�ction 34 71 13. c, When traffic controlplans ara not includad 'u1 the Drawings, prepare traffic control plans i� accordance witli Section 34 71 �3 and submit to City %r 1'��IEW. 1} A11ow mirtimum 10 warking da�+s for review of proposed Tr�ffic ControI. CTTY OF FqRT WOItTH Intersection Impravements at Bonds Ranch Road & FM 156 STAN]]ARI� CONSTRUCI'IpN SPECIFICATIOI�! �OCUMENTS Revised March 22, 2021 CPN 101049-2 Ol 5526-2 STREET US$ PFRNIIT AND MOI)i�ICATIQNS TO TRAFFEC CONTROL Pege 2 of 3 �� 1 2 3 4 5 6 7 8 9 l0 11 12 13 14 15 16 17 18 19 20 2) A traffic control "Typica�" published by City of Fart Worih, the Texas ManUal Un�ed Traffic Cantrol Devices (TMU'TCD) or Texas Department ofTransportation (T�Q'I} canbe used as an alternative to preparing project/site specific trafftc cantral plan if the typical is applicable to the spec�ic pro;�ctlsi�e. B. Sireet Usa Permit 1. Prior to installation of Traffic Control, a City Street Use Permit is required. a. To obtain Street Use Permit, submit Traffic Cantrol Plans to City Transportation and Public Works Departtxzent. 1) Allow a minimum of 5 working days for parmit review. 2) It is the �ontractot's responsibiliCy ta coordinate review of Traffic Control plans for Street Us e Permit, such that construction � not delayed. C. Modif'ication to Approved Traffc Control 1. Prior to instaUation traf�c control: a. Suhmit revised traf .%c cantrol p}ans to City. Department Transportation and Puhlic Warics Department. 1} Revise Traffic Controlplans izz accardancewith Section 34 71 13. 2} Allow minimum 5 warking days for re�iew of revised Traffic CQntrol, 3) It is the Contractor's responsibility ta coordinate review of Traff"�c Contral plans for Street Use Permit, such thai construction is not delayed. 21 D. Rernoval of Street Si�n 22 1. If it is detarzzained that a street sign must be removed for consiruction, then contact 23 City Transportation and Public Works Department, Signs and Markings Division ta 2� remove the sign. 25 26 27 28 29 30 31 32 33 34 E. Temporary Signage 1. In the case o�regulatory signs, replace permanent sign with temporary sign meeting requirements of the Iatest edition of th� Texas Manual on LTniform Traffic Control Devices {MU'T'CD}. 2. InstaIl tem�pa:rary sign bafore the remaval of permarient sign. 3. Wtien construction is compleie, to tha extent that tl�e permanent sign can be reinstalled, contact the City Transpnrta�ion and Public Warks Department, 5igns and Markings Division, to reinstall the permanent s ign. F. Traffc Contral Standards 1. Traffic Control S#andards can be found on the City's website. 35 1.5 �UBNIITTALS [NOT USID] 36 A. Submit all required documentation to City's Project Representative. C1TY OF F�RT Vi'�RTH STANDARD Cd7�5TRUCTIDN SP�CIFICATICSN bOCT3MENT� Reviseci March 22, 20� 1 Intersectioa Improvements at Honds Ranch Road &�1 15G CPN IQ1fl09-2 fl15526-3 STR�ET USEPERMTI' ANDMODIFICATIONS TOTRAFFIC CONTROL Page 3 af 3 1 1.6 ACTION SiTBMITTALS/INFORIV�TIONAL SUBM[TTALS [NOT USID] 2 i.7 cLosEov�r suB��r�,s �NOT usIDa 3 1.8 MAYN'1`ENANCE MAT�[tIAL SUBNIITTALS [NOT USID] 4 1.9 QIIALI'�' ASSURANCE [NOT USED] 5 l.lQ DII,ZVERY, STORAGE, AND HANDLTNG [NOT USIDI 6 1.11 FIELD [SITE� CONDIT[QNS �NOT USID] 7 1.12 WARRANTY [N�T USID] 8 PART 2- PRODUCTS [NOT USID� 9 PART 3- EXE�UTION [NOT USED] IO 11 IND OF SECTiON Revision Log DATE NAME SUMMARY�FCHANGE 1.4 A. Afldedlangoage fo emphasize minimizing of lane closures and impact to traffic. 3122/202i M Owen 1,4 A. 1. c. Adfled language to allpw foruse ofpublished trafiic control "Typtcals" i applicahle to specific prpjecE/site. 1,4 F. 1) Remo�ed reference to Bvzzsaw 1.5 Added language re: submittal of permii 12 C1TY OF PORT WORTH Intersection Iuiprovements at Bonds Ranch Road & FM 156 STANDARp CO?+iSTRUC"TION 5FECIFICATIONDOCLTMEN7'5 �� ]Oi009-2 Revised Manch 22, 2021 { f j 1 1 2 � `I � 01 57 13 - 1 STOKM WA'I�K PbLLi13'ION PREVENT'ION Page 1 of 3 SECTION 015713 STORM WATER POLLUTION PREVENTION 3 PART1- GENERAL 4 1.1 SUMMARY 5 6 7 8 9 l0 11 12 13 i4 1.2 15 16 17 18 19 20 21 1.3 22 23 24 25 26 27 28 29 30 31 32 33 34 1.4 35 36 37 A. Section Includes: 1. Procadures for Stornn W ater 1'allution Prevention Plans B. Deviatians from �is City of �`ot� Worth S�dard Specifiea�ion 1. None. C. Related Specification �ections include, but are not necessarily limited to: i. Di�ision 4— Biddi:ng Requirements, Contract Forms and Canditions ofthe Contract 2. Division 1— General Requirements 3. Section 31 25 0.0 — Erosion and 5ediment Control PRICE AND PAYMENT PROCEDiTRES A. Measurement and Payment I. Construction Activities resul�ing in less than l acre of disturbance a. Work associated with ihis Iiem is co.nsidered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 2.. Canstruction Acti�ities resulting in greater ihan 1 acre of disturbance a. Measurement and Payment shall be in accordance wiih Section 3125 00. REFERENCES A. Abi�reviations and Acronyms 1_ Notice of Intent: NOI 2. Notice af Termination: NO'T 3. Storrn Water Pollution Prevention Plan: SWPPP 4. TExas Commission on Env�ronmenta� Quality: TCEQ 5. Notice af Changa: NOC A. Referenee 5tandards 1. Reference standards cited in this Specificatidn refer to ihe current r��erence standard pubIished at the tizne of the lates# revision date logged at the end of this Speoi�catian, unless a date is specifically cited, 2. Integrated Storzz� Managament (iSWM} Technical Manual for Canstruction Controls ADMINISTRATNE REQUIRE�ENTS A. General 1. Contractor is responsible for resolution and payment of �any fines issued assaciated with campliance to Starmwater Pollution Prevention Plan. CITY OF FORT WORTH Interseetion I�uprovements at Bonds Ranch Road Si FM 15fi 5TA3dDAKD CONSTRUCTION 5PECIFICAT'IO1V I30CUMBNT'S CPN 101004-2 Revised 7uly 1, 2Ull � 01 57 13 - 2 STORM WATER POLLUT`I03V PREVENTION Page 2 of 3 1 B. Construction Activities resulting in: 2 1, Less �an I acre of distuxhance 3 a. Provide erosion and sedirnent control in accardance with Section 3.1 25 00 and 4 Drav�ings. 5 6 7 S 9 10 11 12 13 14 15 16 17 18 19 20 2I 22 23 24 25 26 27 28 29 30 3I 32 33 34 35 3b 37 38 39 �. 1 to less than 5 acres of disiurbance a. 'I'exas PoIlutant Discharge Elimination System (TPDES) General Construction Perrnit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Sir�a1I Constructian Site Notic� R�quired und�r general permit TXR150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to Czty DEpa�tment of Transportaiion and Fublic Works, Environtnental Division, ($17) 392- 60$8. 2) ]'rovzde erosion and sediment cantrol in accordance with: a) Secti�n 31 25 00 b} Tha Drawings c) TXR150000 General Permi# d} SWPFF e) TCEQ requirements 3. 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination Systern (TPDES) Genaral Constructian 1'ermit is req�ired b. Camplete SWPPP in accordance with TCEQ requirements 1} Prepare a TCEQ NOI farria and submit to TCEQ along with required fee a} Sign and post at jab sit� b) Send copy to City Departtnant o�Traz�sportation and Public Works, Environmental Division, {817) 392-6p88. 2) TC�Q Notice of Char►ge required if making changes or updates to NOI 3) Provide erasion and sediment control in accordance with: a) �ection 31 25 00 b) The Drawings c) TXR156000 Gan�ral Permit d) SWPPP e) TCEQ requireinents , 4) Onee the project has been completed axzd all tlxe claseout requirerrients of TCEQ have been met a TCEQ Notice of Termination can be submiited. a) Send copy to C.ity Department af Transportation and Pub�ic Works, Environmental Division, (817) 392-b�88. A0 1.5 SLTBMITTALS 41 42 43 44 45 46 �7 �:�►yiit�� ` 1. Submit in accordanca with Section O1 33 00, except as stated herein. a. Prior to the Preconstruction Maeting, submit a draft copy of SWPPP to the City as follows: 1) Z copy to tha City Praject Manager a) City Project Manager will forward to the City Department of Transportation and Public Works, Enviromnental Division for re�iew CTTY pF FORT WpRTH Intersection Tmprovemants at Bonds RanchRoad & FM 15C STANDARA CONSTRUCTION SPECIFfCATIONDOCUMENTS CPN ]Q1Dp9-2 Revised July ], 201 l � Q15713-3 STORM WATER POLLUTION PREVENTIQN Yage 3 of 3 1 2 3 � 5 6 7 8 9 1� 11 B. Modifed SWPP� 1. If the S WPPP is revised during construction, resubmit madifiec� SWPPP to the City in accordance with Section Qi 33 00. 1.6 ACTION SUBNIITTALSI�'NFORNfATI�NAL SiTBMITTALS [NOT USED] 1.'i CLO�EDUT SUSMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL 5UBMITTALS [NOT USED] 1.9 QU:ALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT II�ED] Lll FIELD �SITE] CONDITIONS [NOT USED] 11�, WARRANTY [NOT USED] PART 2 - PRODiTCTS [NOT USED] 12 PART 3- EXECUTION [NOT U�ED] 13 14 15 END OF SECTION Revision Log DATE NAME 5ITMMARY OF CHANGE C1TY flF FORT WORTH Intersection ImprovemenYs at Bands Ranch Road & FM l56 STANDARD CONSTRUCTIbN SPECTFTCATI�N DOCUM&NT5 CPN 101009-2 Revised July 1, 2.611 D15813-1 TEMPOAARY PROJBCT 3IGNAGE Page 1 of 3 I 2 3 PARTl� GEN�RAL 4 1.I SUIYIM�RY SECTION 01 �8 13 TEMPORARY PROJECT 5IGNr1GE 5 A, Section IncIudes: 6 1. Tamporary Project Signage Requirements 7 B. Deviations from this City of Rort Wartt� Standac'd Specification 8 1. None. 9 C. Related Specifica#ion Sections include, but are not necessarily Iimited to: 10 1. Divisian 0— Bidding Req�irements, Contract Forms and Conditions of the Contract 11 2. Division 1— General Requirements I2 1.2 PRICE AND PAYMENT 1'ROCEDURES 13 A. Measureinent and Payment 14 1. Work associated with this Item is considered subaidiary ta the �arious Items bid. 15 No separate payment will be allowed far this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINTSTRATIVE REQUIREMENTS [NOT USED] 18 1..5 SUBMITTALS [NOT U�ED] 19 1.6 ACTXON SUSNIITTALSIINFOItMATIONAL SUBMTTTALS [NOT U�ED] 2Q 2I 22 23 24 25 26 1.7 CLOSEOUT SiTBMITTAL� jNOT USED] 1.8 MA.INTENANCE 1VJATERIAL SiTB11�LiTTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USEDj 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FiELD [SITE] CONDITION� [NOT USED] 1.12 WAI2RANTY [NOT USED] PART2- PRODUCTS 27 2.1 OWNER-T�IIRNISHED [ox] OWNER-SUPPLIEDI'RODUCTS [NOT USED] 28 �.2 EQUIPN�NT, PRODUCT TYPES, AND MATERIALS 29 A. Design Criteria 3Q 1. Provide fr�e stamding Project Designation Sign in accordance with City's Standard 31 Details �ar project signs. CTfY OF PORT VdORTH Tntersection I�nprovements at Bonds Ranch Road & FM 156 STANDARD CON53'AUCTION SPECIFICATION DOCiJIvIENTS CPIV 1Ql OQ9-2 Revised luly l, 2011 O15813-2 T$MT'ORARY PR07ECT SiGNAGE Page 2 nf 3 � 1 2 3 4 5 B. Materials T. Sign a. Constructed oi 3/a-inch �r plywaod, gi'ade A-C (exterior) or better 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] 6 PART 3 - EXECUTION 7 8 9 10 11 12 13 14 15 16 I7 18 19 20 zr 22 23 2h 25 26 27 28 29 30 31 3.1 INSTALLERS [NOT USED] 3.2 EXANIINATION [NQT U�ED] 3.3 PREPARATION [NOT IISEDJ 3.4 INSTALLATIDN A. General 1. Provide vertical installation ai extents ofproject. 2. Relocate sign as needed, upan request of the City. B. Mounting optians a, Skids b. Posts c. Barricade 3.5 REPAIR 1 RESTORATIUN �NOT USED] 3.6 RE-INSTALLATION �NOT USED] 3.7 FIELD [oR] STTE QUALXTY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 AD1[JSTING [NOT USED] �.1Q CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITXES [NOT USED] 3.12 PROTECTION [NOT IISED] 3.13 MAINTENANCE A. General 1. Maintenanee wil] include painting and repairs as needed or directed hy the City. 3.14 ATTACHMENTS [NOT USED] END OF SECTION C1TY OF FDRT WORTH InYersection Unprovemenfs at Bonds Ranch Road & FM 156 STANDARD CONSTRUCTION SPEC�ICATION DOCiJM[ENTS CPN 101009-2 Revised 3uly 1, 2011 O15813-3 TEMPORAIZY PR07ECT SIGNAGE Page 3 oF3 Revision Log DATE NAME SUIv1MARY OF [;I�ANGE C1TY OF FORT WORT�I Intersection Improvements at Bonds Ranch Road Rc FM l5b STANI�t1R➢COI�iSTRUCTI07N SPECIFICATIONDOCUMENTS CPN 101Op9-2 Revised July 1, 26I i � az600a-� P120I}UCT RE.Qi3QLEMEhITS Page 1 oi2 �, �� ` , 1 2 3 PART 1- GENEI2AL 4 1.1 SUMMARY SECTION 01 GO 40 PRODUCT REQUIREMENTS 5 A. Section Includes: 6 1. References for Product Requirements and City Standard Products List 7 B_ Deviations from this City of Fort Worth Standard Specificaiion 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 I. Division 0— Bidding Requirements, Contract Forrns and Conditions of the Contract 1 T 2. Division 1-- General Requirements I2 1.� PRICE AND PAYMENT PROGEDUR�S [NOT USED] 13 1.3 REFERENCES [N�T USED] 14 1.4 ADNIIrTISTRATNE REQUIREMENTS 15 16 17 18 19 20 21 22 23 2A� 25 26 27 28 29 30 31 32 33 34 35 A. A list of City approved prod�acts for use is availabie through the City's website at: h�p5:/lapps.fortworthteaa5.go�/1'r�jectRPsourcesr and following the directory path: 1. 02-Canstruction Dacuments/Standarci Froducts List B. Only produets specificalIy included on City's Standard Product List in these Contraci Documents shall be allc�wed for use on the Project. 1. Any subsequetatly approved products will only be allawed for use upan specifc approvaI by fhe City. C. Any specific product requirements in the Contract Documents supersede similar products included an the Citv's Standard Prnduct Lis�. 1. The City reserves the righi to not allow products fo be used for certain praj ects even though the product is iisted on th� City's Standard Praduct List. D. Although a specific product is included on City's Standard �'roduct Last, nat all praducts from that manufacturer axe approved for use, including but not limited to, that manufacturer's standard product. E. See Section O I 33 00 for submittaI require:�x�ents of Product Data included on City's Standard Product List. 1,5 SUBMITTALS �NOT IISED] 1.6 ACTIDN �UBMITTALSIIlVFORMAT�ON.AL SUBMITTALS [NOT iTSED] l.i CLOSEOUT SUBMITTALS [N4T USED] �.$ MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1 CTT'Y O�' FO1ZT WORTI-I Intersection Improvements at Bonds Rench Road & FM 1 S6 STANDARD CdN5TRUC'7TOI+I SPECIFICATION DOCi33vIENTS CPN i01009-2 Revised �ularch 9. 2020 ' 01600Q-2 PRODUCT REQUII2EMENTS Page 2 of 2 a 1 1.10 DELNERY, STORAGE, AND HANDLING [NOT USED] 2 111 �IELD [�ITE] CONDFTIONS [NOT USED� 3 1.1�. WARRANTY [NOT USED] 4 PART �. - PRODUCTS [NOT USED] 5 PART 3- EXECLITION [N�T USED] C 7 END OF SECTX�N R�vision Log DATE NAME SLTMMARY OF CHANGE 10/12/12 D. Johnson Modified Locatian of Gity's Standard Product List 3/9/2Q2U D.V. Magana �emoved refezence tv Buzzsaw and noted that the City approved praducts list is acoessible through the City �vebsite. 8 CITY OF FQRT WOR'I'T-I Intersection Improvements at Bonds Ranch Road & PM 7 S6 STAbTDARD CONSTRUCTION SPECIFICATIpN DqC�.]MEN1'S CPN ]01009-2 Revised Mazch 9, 202D f. . OIbfi�D-I PRO➢LTCT STOi2�1GE A3VD HANDLI1�iG REQi]IREMENTS Page 1 of A i 2 sECTioN oz 6b aa PRODUCT STORAGE AND HANDLING REQUIREMENTS d 3 PART 1- GFIITERAL 4 L1 SUMMARY 5 6 7 8 9 10 11 12 13 14 l5 16 17 18 19 20 21 22 23 24 25 26 Z7 28 29 30 31 32 33 A. Section Includes: 1. Seheduling af praduct delivery 2. Packaging of pxoducts for deIiver� 3. Protection of producfs against damage from: a. Ha�dling }�. E�:posure to elements or harsh en�ironments B. Deviations from this City of Fort Warth Standard Specificatian 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Coniract 2. Division 1— General Requirements 1.2 PRxCE AND PAYMENT PROCEDTJRES . A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will b� allowed for this Item. 1.3 REFERENCE� [NOT IISED] 1..4 ADIVIINISTRATNE REQUIREMENT� [NOT USED] 1.S SUBNIITTALS [NOT USED] 1.6 ACTIION SUBMITTAL�/IN��RMATIONAL SUBMITTALS [NOT USED] 1.,7 CLOSEOUT SUBMITTALS [NOT USED] 1..8 MAINTENANCE MATERIAL SUBMITTALS �1�TOT USED] 1.9 QUALITY A�SURANCE [NOT USED] 1..10 DELNERY AND HANDLING A. Delivery Requirements 1. Schedule delivery ofproducts or equipment as required to allow tirnely i�stallation and io avoid prolonged storage. 2. Frovide appropriate persannel and equipment to receive deliveries. 3. Delivery irucks wil! nat be permitted to wait extended periods of time on the Site for personnel ar equipment to recei�e the delivery. CTPY OF FDRT WORTH Inlersecfaon Impro�ements at Bands Ranch Road & FM 156 STANDARD CONSTRUCTION SPECIFICATIONDOCIJMENPS CPN 107009-2 Revised July 1, 2011 016b00-2 PROi]i3CT,5TORAGE AND HANDLINGREQUIRE�vIENTs Page 2 of 4 1 4. Deliver products or equipment in manufacturer's original unbroken cartons ar otlier 2 containers designed and constructed to protect the contents from physical or 3 environmental damage. 4 S. Clearly and fully mar�C axzd identify as ta manufacturer, ztenn aind i�stallation 5 location. 5 6. Provide manufacturer's instructi4ns fpr storage and handling. 7 B. Handling Aequirements 8 1. Handle products or equipment in accordance with these Contract Documents and 9 rnanufacturer's reeolnmendatidns and insi�uctions. 10 C. Storage Requireznents 11 1. Stare materials in accordance with r,nanufacturer's recommendations and 12 requirernents afthese �pecifzcations. 1� l4 15 16 17 18 19 24 2I 2. Make necessary pro�isions far safe storage of materials and equipment. a. Place loose soil materials and ma#erials to be incarporated into Wark fio prevent damage to any part of Work or existing facilities and �o maintain free access at all times �o a11 parts of Warl€ and to uti�ity service company instaIlations in vicinity of Work. 3. Keep rziaterials and equipment neatly and eompactly stored in Iocations that will cause infnimum inconvenience to ot�ier contractors, public traveI, adjoining owners, tenants and occupants. a. Arrange storage tp provide easy access for inspection. 22 4. Restrict storage to areas auailable an construction site for storage o�material and 23 equipment as shown on Drawings, ar approved by City's Project Regresentative, 24 5. Provide off-site storage and protection when on-sita starage is not adeq�ate. 25 a. Provzde addresses of and access to off-site stora�e loca�ions for inspection by 26 Cify's Project Representative. 27 6. Do not use la^wans, grass plots or other private property for storage purposes without 28 written pertnission of dwner or other persan in possession or contral of gremises. 29 7. Store in manufacturer�' unopened cnntainers. �a 3I 32 33 8. NeatIy, safely and coznpactIy stacic rnaterials deliv�red and stored along Iine of Work to a�oid inconvenience and damage to property owners arzd general public and maintain at least 3 feet from fire hydranf. 9. Keep public and private driveways and street crossings open. 34 ] 0. Repair or replace damaged lawns, sid�wallcs, streets or other improvements to 35 saYisfaction of City's Frojeet Representative. 3b a. Total lengih which materials may be distributed a.long route of construction at 37 one time is 1,000 linear feet, unless otherwise approved in wri�ing by City's 38 Project Representaiiv�. C1TY OF FdRT VdORTH Intersectivn Improvemeuts at Bonds Ranch Roed & FM 156 STANDARD CO]�TSTRUCTIDN SPECIFICATiON DOCIIIVIENT$ CPN i 01009-2 Revised 7uly 1, 20 ] I r 016600-3 PRODUCT STORAGE AND HANDLITlG REQUIFiEMENTS Page 3 of 4 I 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED� 3 PART 2- PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 6 7 8 9 10 1I 12 i3 14 15 16 17 18 19 20 21 zz 23 24 25 26 27 28 29 30 3.� INSTALLERS [NOT USEDJ 3.2 EXA.MINATION [NOT USED] 3.3 PREPARATION [NOT IISED] 3.�4 ERECTION [NOT USED] 3.5 REPAIR 1 RESTORATION [NOT USED] 3.b RE-INSTALLATION [NOT USED] 3.'7 TIELD [oR] SITE QUALITY CONTROL A. Tests and Inspec�ions 1. Inspect aII products ar equipment delivered to the siie prior to unloading. B. Non-Conforming Work 1. Reject all produets o:r equipment that are damaged, usad or in any other way unsatisfactory far use an the project. 3.8 SYSTEM STARTUP [NOT USED� 3..9 ADJUSTING �NOT IISED] 31� CLEA1vING [NOT USEDj 3.1I CLOSEDUT ACTIVITIES [NUT USED] 3.1Z PROTECTION A. Pratect all products or equipznent in accordance with manuiacturer's writian di�ecfiqns. B. 5tore products or equipm�ni in lacatian to avoid physical damage io items whiie in starage. C. Pratect equiptnent from expasure to elements and iceep ihc�raughly dry if required by the manufacturer. 3.13 MAINTENANCE [NOT iTSED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY (3F FORT WORTH Intersection Improvemenfs at Bonda Raneh Road & F1Vi ] 56 STANDARD C0745TRUCTION SPECIFICATION bOCtJMENTS CPN 10I009-2 Revised July 1, 2011 O1E600-4 PItODUCT STp1tAGE A�ND HANJ7LING REQUIREM�NT3 Aage 4 of 4 Revision I�og DATE NAME SiJMMARY O�' CITANGE CI"1'Y OF FORT WORTH Intersection Improvements at �ands Ranch Road & FIaI 156 STANDARD COIVSTRiICTION SPECIF'ICATION 170CUIvI�NTS CPN 101004-2 Revised 7uly ], 2p11 oi�000-i IvIOBA,IZATION AND REMOSILiZATIOI�I Page l of 4 2 3 PART 1- �E1�ERAL SECTION 01 "�0 00 M�BILIZATION AND REMOBILIZATIDN 4 1.1• SUMiVIARY 5 A. Section Includes: 6 7 S g 10 11 12 13 14 15 16 17 18 19 20 2I 22 23 24 25 26 27 28 29 34 31 32 33 34 3S 36 37 38 39 40 41 �2 �3 � �45 1. Mobilization and Demobilization a. Mabilization 1) Transportation of Contractor's persor�nel, equipment, atid operating supplies to the 5ite 2) Establishment of necessary general �acilities for the Contractor's operation at the Site 3) Premiums gaid for performanee and payment bonds �} Transportatian of Contractor's personnel, equipment, and operating supplies to another lacation within the designated Site 5} Relocation of necessary general facilities for the Contractor's operatian froin 1 location to another location on the 5ite. b. Demabilizatian 1) TransporEation of Contractor's personnel, equipment, and operating supplies away from the Site including disassembly 2) Sit� Clean-up 3) Remaval Qf a11 buildings andlor other facilities assembled at fh:e Site fa r t�is Cantract c. Mobilization and Demobilization dn not includ� activities for speci�c items of work that are for which payment is provided elsevvk�ere in tha cantract. 2. Remobilization a. Remobiliza#ion for Suspensian of Work sp�ci�.calIy requirad in tha Cantract Documents or as required by City includes: 1) Demabilization a} Transpartation af Contrac�or's personn�l, eguipment, and operating supplies fi-onn t�ae Site including disassembly or temporariIy securing equipment, supplies, and other facilities as designated by the Contract Documents necessary to suspend the Work. b) Si�e Clean up as designated in the Contract Doc�ents 2) Remobilization a) Transporta�ion of Contractor's pei°sonnel, eyuipinent, and operating supplies to the 5ite necessazy to resu�ne tne Work. b) Establishment of necessaty general facilities fQr �he Contractor's operation at the Site necessary to resume the Wark. 3) No Payments wi11 be made for: a} Mobilization and Demobilization �rorn ane locaYion to another on the Site in the no�nal progress of performing the Work. b} 5tand-by or idle time c) Lost profits 3. Mobilizations and Demobilization for Miscellaneaus Prajects a. Mobilization and Demobilizatian CI7'Y OF PDRT WORTH Interseciion Improvements at Bonds Ranch Road & FM 15b STANDAItD CONSTRUCTTdN SPFCIFICATION DOCUMEN'['S CFN 10I009 2 Revisad November 22, 2016 �_ . oz�ooa-z IvTOBILIZATIQN AND R.L.NfOSILIZATION Page 2 of 4 1 2 3 4 5 b 7 � 9 10 11 1z 13 14 15 16 17 18 19 20 1) Mobiliaation shall consist ofthe activities and cost on a Work Order basis necessary for: a) Transportation of Contractor's personnel, equipnnent, and operaiing supplies to the Site for the issued Work Order, b) Establishtnent of neeessary general facilities far tha Contractor's aperatian at the Site for the issued Wark Order 2) Damobiliza.tion s11all consist o��he activities and cost necessary for: a) Transportation of Con�.'actor's personnel, equipinent, and operating supplies firam the �ite zncIuding disassetnbly far each issued Work Order b) Site Clean-up for each issuec� Work Order c) Removal of all buildings or other facili#ies asse�nbled at tl�e Sife for each Work Oder b. Mobilizatian and D�mobilization do nat include activities far specific items af work for which payment is provided elsewhere in the contract. 4. Emergenc� Mohilizatiqns and DemabilizaYion for Miscellaneous Frojects a. A Mobilization far Mi�eeIlaneaus Pzoj�cts when directed by �he City and the mobilization occurs within 24 hours of the issuance of the Wt�rk Order. B. De�ia�ions from this Ciiy of Fort Worth Standard Specification 1. Nane, 21 C. Related Specification Sections include, but are not ilecessarily limited ta: 22 1. Divisioz� 0-- Bidding R�quirements, Contract Forms and Canditians of the Con�ract 23 2. Di�vzsion 1— Gen�ral Requi:rernents 24 1.� PR�CE AND PAYMENT PROCEDURES 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 �16 A. Measurement and Payment [Consult City Dapartment/Division for directian on if Mobilization pay item to be included ar the item should be subsidiary. Inelude t�e appropriate �ection 1.2 A. 1.] 1. Mobilization and Demobilization a. Measure 1) This Item is considered subsidiary to the various Items bid, b. �'aynnex7t 1} Th.e v;+ork perfonned and materials furnished in accordance with this It�m are subsidiary to ihe various Ttems bid and no other compensatian wi11 be allawed. 2. Remobilizatian for suspension af Wark as specifically required in the Contract Do cuments a. Measurement 1) Measurement for this Item shall be per each remobilization perfonned. b. Payment 1) The work per%rmed and materials furnisl�ed in accardance vvitla this Itern and measured as provided under "Meast,trement" will be paid far at the unit price pet• �ach "Speci�ied Remobilization" in accordance with Contract Documents, c. The price shall include: 1) Demabilization as described 'ua Sectian 1.1.A.2.a.1) 2) Remobiliza.tion as described in Sec�ion 1.1.A.2.a.2} CITY OF FDRT WpRTH Intersection lmprovements at Bonds Ranch Road & FM 156 $TANDA[�D CONSTRUCTION SPECIFICATIOIV DOCLJMENTS CPI� 10I{?09-2 Revised November22, 201b oi �000-a MQBII.JZATIDN AND REMOBILIZATION Page 3 oF 4 1 2 3 4 S 6 7 8 9 10 11 1.Z 13 14 15 I6 I7 18 19 20 21 22 23 24 25 2b 27 28 29 30 3I 32 33• 34 35 3b 37 38 d. No payments wiI1 be mada for standby, idle tirrie, or lost profits associated this Item. 3. Retnobilization %r suspension of Wprk as r�quired by City a. Measurement and Payment 1) `I'his shaII be submitted as a Contract Cla:trrz in accordanc�e vvith Article 10 of 5ectian OD 72 00. 2) No payments will be made for standby, idle time, or lost profits associated with this Ttem. 4. Mobilizations and Demol�ilizatzons far Miscellaneous Projects a. Measurement 1) Measurernent for ihis Itenn shall be for each Mnbilization and Demobilizatian :required by the Contract Documents b. Aayment 1) The Work performed and materials furnished in acaordance with this Item and measured as provided under "Measuren�ent" will be paid for at the unit price pez' each "Work Order Mobilization" in accordance with Contract DacumenYs. Demobilization shall be considered subsidiary to mabilization and shaII nat be paid for separateIy. c. The price shall include: 1) Mohilization as described in Sectian 1.1.A.3,a,1} 2) Demobilizatian as described in �ectzan I.1.A3.a.2) d. No payments wi11 be rnade for standby, idle time, or lost pro�its associated this Item. 5. Emergency Mobilizations and Demobilizatians for Miscellaneous Projects a. Measurement 1} Measurement far #his Itetr� sk�all he for each Mobilization and Demobiiization required by the Contract Documents b. Paymeni 1) The Work perfnrmed ar�d materials furnished in accordanc� witk� this Ttem and measured as pravided under "Measurement" will be paid for at the unit price per each "Wark Order Emergency Mobilizat�on" in accordance with Cantract Docuznents. Demobilization shall b� cansidered subsidiary to mobilizaYion and shall not be paid for sepaz�ately. c. The price sha�l include 1) Mobili�tion as described in Section 1.1.A.4.a) 2) Demobilization as described in 5ect�on l.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Tt�tn, 39 1.3 REFERENCES [NOT USED] 40 1.4 ADMINISTRATI'VE REQUIR�MENTS [NOT USEll] 4l 1.5 SUBMITTALS �NOT USED� 42 1.6 INFORMATIONAL SUBNIITTALS jNOT USED] 43 I.'� CLOSE�UT SUBMITTAL� jNOT USED] 44 1.8 MAINTENANCE MATERIAL SUBMITTALS �NOT USED] CTPY OF F012T WORTH Intersection Irnprqvements atBonds Ranch Raati & FM 156 STANDARD CONS7RUCTION SPEC`IFICATION DOCCTMENTS GPN I014p9-2 Revised November 22, Z016 o � �o 00 - 4 MOBILIZATION AND REMOBILIZAiTON Page 4 of 4 1 1..9 QUALITY ASSY]RANCE [NOT USED] 2 110 DELIVERY, STORAGE, AND HANDLING [NOT USED] 3 1.11 FIELD [SITE] CONDITIONS [NOT USED] 4 1.1� WARRANTY [NOT USED] 5 PART 2- PRODUCTS [NOT USED] 6 PART 3- EXECUTION [NOT USED] 7 8 END OF SECTION Revision Log DATE NAME 5UIVIMARY OP CHANGE 11/22/16 Michael Owan 12 Priee and Payment Procedures - Revised specificatian, including bine text, to make specificatian flexible for either subsidiary or paid bid item foz• Mab�lization. 9 CITT' dF FORT WaRTIi v�tersection Improvements at Bonds RanchRoad &FM 156 STAIJDARD CONSTRUCTION SPECIFICATION DOCUM&NTS CPN ] O 1009-2 Revised November22, 2p16 oi�iz�-� CONSTRIICTiON STAKING AND SURVEY Page 1 of 8 1 2 3 PART �. - GENERAL Ci�i �.�►�h��sl SECTYON O1 7123 CONSTRUCTiON STAKING AND Si1RVEY S A. Section Includes: 6 I. Requirements for consiruction staki�g and construction survey 7 B. Deviations froan this City of Fort Worth Standard Specification 8 1. Nane. 9 1p 11 ra l.z 13 14 15 Z6 17 18 19 Z4 21 22 23 24 25 2b 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 C. Related Specification Seetions inclnde, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Cantract Farms and Canditions of filze Coniract 2. Division i— General Requirements PRICE AND PAYMENT PROCEDiJRES A. Measurement and Paymen.t 1. Construction Staking a. Meas�rert�ent I) Measu�'ement for this Item shall be by lump sum. b. Paymer►t 1) The wark performed and the ma#erials furnished in aceordance with this Item shail be paid for at the lump sum price bid for "CQnsiruction Sta.king". 2) �'ay�nent far "Construction Sfaking" shall be made in pattial payments prorated by work completed compared to total work included in the lwnp sum item. c. The price bid shall include, but not be limited io the following: 1} Verification of contral data provided by City. 2} Placament, maintenance atzd replacement of required stakes and markings in the field. 3) Preparafion and submittal of co�si�ction staking docum.entation in the for�n of "cut sheets" using the City's standard tamplate. 2. Construction 5urvey a. Measurement 1) This Item zs considered subsidiary to the vat'ious Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are suhsidiaxy to the variaus Items bid and no other compensaiion vvill be allowed. 3. As-Built Survey a. Measurement 1) Measurement for this Item sha11 be lay lump sum. b. Payment 1) The work performed and the materials furnished in accordat�ce with ihis Item shall be paid for at the lutnp sum price bid for "As-Buijt Survey". CTTY OF FORT WORTH Intersectiart Improvemen#s at $onds Aanah Road & FM 156 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 10100.4-2 Revised Fe6ruary 14, 20A8 0171�3-2 CONSTRUCTION STAKTidG ANI] SURVEY Page 2 of 8 1 2 3 4 5 5 7 8 9 2) Paymen# for "Constructian Staking" shall be made in partial payan�nts prorated by work c.ompleted campared to total work iricluded in the Iump sum item. c, The price bid shall include, but not be limited to the faliowing: 1} �`ieId measurements and survey shots to identi�}r location af campleted facilities. 2} Docum�ntation and submittal of a�-built survey daia onto contractor redline plans and digital survey �les, 10 1,3 RE�+'ERENCES 11 12 13 14 15 1G 17 18 19 za 21 22 23 24 25 26 27 28 29 3d 31 32 33 A. De�nitions 1. Canstructian Surve� - The survey measurements made prior to or while construction zs in progress to control elevation, horizontal position, dimensions and configuratian of structureslimprovements included in the Praject Drawings. 2, As-built Surve —The nneasurements made after the construction of the imgrovement features are complete to provide position coordinaias far th� �eatur�s of a project. 3. Constr�zction Stakin� — The p]acement of stakes and markings to pro�vide offs.ets and eIevations to cut and fiI1 in order to locate on the groun,d the designed structures/improvements included in the Project Drawings. Construction staking shaII include staking easements andJor right of way if indicated on the plans. 4. Surve "Field Gh�eks" — Measurements made after construction staking is completed and bcfore construction work begin� to ensure that str�ctures tnaxked on the ground are accurately located per �'roject Dravvzn�s. S. Technieal References 1. City of Fort Worth — Construc�ion Staking Standards {available on City's BuzzSaw vaebsite) — 07 71 23. l 6.01 _ Attachment A_5urvey Staking Standards 2. City of Fort Worth - 5tandard Survey Data Callector Library (fxl) files (available on City's Buzzsaw vwebsite). 3. Te�s Depariment of Transportation (TxDOT) Survey Manual,latest revisian 4, Texas Society of Professinnal Land 5urveyors (TSPS), Manual of Fractice for Land 5urveying in the Stafe of Texa�, Category 5 34 ]..4 ADMINISTRATIVE REQUIItEMENTS 35 A. The ConEractor's aelection of a surveyor must comply with Te�as Go�ernment 36 Code 2254 (qualifications based selec�ion) for this project. 37 1,� SUBMiTTALS 38 A. Submittals, if required, shall be in accordance with Section 01 33 00. 39 B. All submzttals shal2 be recei�ed and reviewed by the City prior to delivery of work. �FO 1.6 ACTION SUBM�TTAL5/INFORMATIONAL SUBMITTALS 41 A. Field Quality Contxol Submittals CTTY pF FORT WQRTH Intersection Iraprovements at Bonds Ranch Raad & k'dvI 156 STANDARD C�NSTRUCTION SPECIFICATION DOCLJME�fTS CPN ]OIQ09-2 Re�ised Febroary 14, 2018 01 71 23 - 3 T. CONSTRUCTIDN STAKAYG AND SURVET' � Pagc 3 af 8 1 1, Documentation verifying accuracy of field engineering woxlc, including coorciinate 2 conversions if p�ans do not indic.ate grid Qr ground coardinates. 3 2. Submit "Cut-Sheats" conforming to the standard template provided by the City 4 (re�er to 0171 23.16.01— Attachment A— Survey Stalcing Standards). 5 l.'i CLOSEOUT SUSMXTTALS 6 7 8 9 10 11 12 13 I4 75 B. As-built Redline Drawing 5ubmittal 1. SubrniY As-Built Survey Redline Drawings documenting the locationslelevations of canstructed improvemer�ts signed and sealed by Ragistered Profassional Land Surveyor (RPLS) responsilale for the work (refer ta O1 7I 23.16.01 — Attachment A — Survey Stalcing Standards) . 2. Contractor shall submit the proposed as-built and cQmpleted xedline drawing submittal ane (1) week prior to scheduling the project fnal 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 iinal inspeetion. 16 1.$ M�INTENANCE 1ViATERIA,L SUBMITTALS jNQT iFSED] 17 1.9 QUALITY ASSURANCE 18 A. Construction Staking 19 l. Constnzction staking will be performed by the Contractor. 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 3b 37 38 39 40 41 42 43 2. Coordination a. Contact City's Praject Representative at least one week in advance nntifyiag the City of �vhen Construction 5taking 1s scheduled. b. It is the Contractor's responsibility to coordinate staking such that construction activities are not delayed or n�gatively impacted. 3. General a. Contractor is responsible for preservin.g and maintaining stakas. If City surveyors are required to re-stake for any reason, the Contractar will be responsible for costs to per%rm staking. If in th.e opinion af the C�ty, a sufficient number flf stakes or markings have been lost, destroyed dFsturbed or omitted that the contracted Work cannat take place then the Cantractor wi11 be required to stake or re-stai�a the de�icient areas. B. Constructian 5urvey l. Consiruc#ion 5urvey will be performed by the Contractor. 2. Coardination a. Contracior to verify that �orizontal and vertical control data established in the design surv�y and required fox construction survey is availalile and in place. 3. General a. Construction survey �will be performed in order ta construct the work shown on the Constructinn Dravvizzgs and specif ed in the Contract Documents. b. For canstruction metihods ather than apen cut, the Contractor shall perform construction survey and verify control data including, but not lirnited to, the fo�lawing: 1) Verification that established benchmaxks and cantrol are accurate. CTTY OF FORT WORTH IrttersacEion Improvements aE Sonds Ranch Road 8c FM 156 STANDARD CONSTRUCTION SPECIFIGATION DpC1.TMENTS CPriI 101009-2 �i.evised Fehruary 14, 2U18 o � �1 a3 - a CONS'rRCJCTION STAKINfC AF�iD SURVEY Page 4 of 8 1 2} Use o�'Benchmarl�s to furnish and maintain aIl ra��rence lin�s and grades 2 for tunneling. 3 3) Use af line and gracies to establish the location of the pipe. 4 4) Submit to the Czty copies of field notesused ta estahlish all lines and 5 grades, if requested, arxd allow the City to check guidance system setup prior 6 to beginning each tunmeling drive. 7 5} �rovide access for the City, if requested, to verify Che guidance system anci 8 the line and gtade. of the carrier pipe, 9 b} Tha Contz'actor remains fully responsible for the accuracy of tl-►e work and 1Q correction of it, as required. 11 7j Manitor line azzd gx'ade continuously during construction. 12 8) Record deviation 'uvith respect to design ]ine and grade ance at each pipe 13 joint and submit daily recards to the City. 14 9) If the installation does not meet the specified toleranees {as autlined in 15 Sections 33 OS 23 a.nd/or 33 05 24}, iznzn�diately notify the City and correct I6 the installation in accordance wifh t�e Contract Docuznents. 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 4I 42 43 44 45 46 47 48 C. As-Built Survey l. Required As-Built Survey wiIl be perfarmed by the Contractor. 2. Coordinat�on a. Contraetor is to coordinate with City to confirm which features require as- built surveying. b. It is the Contractor's respansibility to coordinate the as-buiIt survey and required measurements far items that are to be buried such that eansti�uction acti�iiies are not delayed or negatively impaeted. c. For sewer mains and water mains 1�" and under in diameter, it is acceptable to physically measure depth and mark the Iocatian during the progress of construc�ion ar�d take as-built survey a�ter the facility has been buried. The Contractor is respansible for the quality control needed to ez�sure accuz'acy. 3. General a. T'he Contractor shall provide as-built survey including the elevation and location {and pravide writtan documentation to the Cit�) of construction %atures d�ring �he progress of fhe constr�ction including the following: l ) Water Lines a) Top of pipe elevations and coordinaies for waterlines at ihe following locations: (1) Minimum every 2SO li�:ear fe�t, including (2) Horizontal and vertzcal points of infle.ctidn, curvature, �tC. (3) Fire line tee (4) Plugs, stub-auts, dead-end lines {5) Casing pipe (each end} and all buried fittings 2) Sanitary 5ewer a) Top af pipe elevatians and coordinates far force mains and siphon sanitary sewer lines (nan-gravity facilities) at ihe following loc.ations: (1) Minimum ev�ry 2501inear feet and any buried fittings {2} Horizontal and ��rtical points of inflection, cur�vatur�, etc. 3) Stormwater — Not Applicable CITY OF FORT'WORTH Interseotion Improvements at Bonds Ranch Road & FM 15b STANI7ARD CONSTRUGTION SPECIFICATION ]70CUMENTS CPN i01 Db9-� Revised February 14, 2Q1S 01 71 23 - 5 T., CONSTRUCTION ST.4KING AND SURVEY Page 5 pf 8 1 2 3 4 5 6 7 8 9 lfl 11 12 13 14 15 16 17 18 I9 2fl 2I 22 23 24 b, The Contractor shall provide as-built survey including the elevation and location (and provide written dacumantation to the City} of c�nstruction feaiures after the �oz�structian is completed including the following; 1) Ma,�holes a1 Rim and £�ovt+line elevations and coordinates for each manhole 2) Water Lin�s a) Cathodic protection test stations b) Sampling stations c) Meter boxeslvaults (A11 sizes) d) Fire hydra,nts e) VaIves (gate, butterfl�, etc.) � Air Release valves (Manho10 rzm and vent pipe) g) BIow ofFva3ves (Manhole rim and valve Iid} h) Pressure plana valves i} Underground Vaults (1) Rim and flowline elevations and cnordinates for each CJnderground Vault. 3) Sani�ary Sevver a) Cleana�ts (1) Rim and flowline elevations and coordinates for each b) Manholes and Junction Structures (1) Rim and flowline elevations and caardinates for each manhole and junction structure. 4} Starmwater — Nat Applicable 25 1.�.0 DELIVERY, STORAGE, AND IIANDLING [NOT USED] 26 1.11 �'XELD [�ITE] C�NDITXONS [NOT U�ED] 27 1.12 WARRANTY 28 PART � - PRpDUCTS 29 3fl 31 32 33 34 35 36 37 38 39 4� 41 42 43 4� A. A construction survay will produce, but will not be limited to: 1. Recovety of z`elevant cantro� points, points of curvature and poirnts of intersection. 2. Establish t�mparary horizontal and vertical control elevations (benehmarks) sufficiently perznanent and located in a manner to be used tIu'oughout constr�.tction. 3. The locatian of planned facilities, easements and improvements, a. Establishing final Iine and grade stalces for piers, �laars, grade beams, parking areas, u�ilities, streets, highwa�+s, tunnels, ax�d othe:r construction. b. A record of revisions or corrections nated in an orderly rrianner for reference. c, A drawing, when required by the client, indicatingthe horizontal and ve:t�ical location of £acilities, easements and improvements, as built. 4, Cut sheets shall be provided to the City izaspeetar and Suzvey Superintendent for all canstruction staking projec�s. These cut sheets shall be on the standard city teznplate which can be obtained fronn the Survey Superintendent (817-392-79i5). S. Digiial survey files in the �ollawing farmats shall be accepiahle: a. AutaCAD (.dwg} b. ESRI Shape�Fle (.shp) CIT'Y OE FQRT WORTI-1 interseetion Lnprovements aY Bonds Ranch Road & FM 15G STANDARi7 CONSTRLlCTION SFECIFICl�TIDN AOCLJNIENTS CI'N 1O1Q09-2 Revised Fehruary l4, 2p18 017123-6 CONSTILUCTIO�T STAKING AND SURVEY Page 6 of 8 c. CSV fil� (.csv), fo�rnatted with X and Y coordinatesn separate columns (use standard t��nplaies, if available) 3 6. Survey files shall inclt�de vertical and harizontal datatied to original project 4 control and benehmarks, and sI�all include %ature descriptians S PART 3 - EXECUTION 6 3.1 INSTALLERS 7 A. Tolerazlces; 8 1 9 10 11 12 13 14 15 16 17 18 19 2Q 21 22 23 24 25 26 27 28 29 30 3T 32 33 34 35 3b 37 38 39 4b Th� staked �ocation of any improvement or facility sl�ould be as accurate as pxactzcal and necessary. The degree ofprecision required is dependent on many factors all of which tz�.ust reinain judgmental. The tolerances listed herea.fter are based on generali�ies and, undez' certain circumstances, shaIl yield to specitic requirements. The surveyar shall assess any siE.�aation by review of the overall plans and tl�rough cansultation with responsibla parties as to the need %r specific toleranees. a. Earthwork: Grades for earkhwork ar rough cut should not exce�d 0.1 ft. vertical �olerance. Horizontal alignment for earthwork and raugh cut should not �xceed 1.0 ft, tolerance. b. Horizontal alzg�nent an a str�icture shall be within .O.lft tolerance. c. Paving or concreie fnr st�eets, curbs, gutters, parking areas, drives, alIeys and walkways shall be located within tfie aonfines oithe site boundaries and, occasionally, along a boundary or any otlier restrictive line. Avaay from any restrictive iine, these facilities s�ou]d be staked with an accuraey producing no mare than D.OSft. tolerance from their speci�ed ]ocations. d. Underground ana ov�erhead utilities, such as sew�rs, gas, water, telephone and electric lines, shall be located horizontaIly within their presc�ibed areas or �asements. Within assigned areas, these utilities sl�ould be stal�ed with an accuracy producing no more than 0.1 ft tolerance from a specif ed location. e. The aecuraey r�quirad for the �ertical location of utilities varies widely. Many underground utilities require only a minimum cover and a tolerance of 0.1 ft. should be maintained. Underground and overhead �ztilities on planned prof le, but not depending on gravity flow for gerformance, should not exceed Q. l ft. tolerance., B. Sur�eying instruinents shall be kept in close adjustment accarding to manufacturer's spaci�cations or in compliance to standards. The Gity resez�was f�e right to request a calibratian repart at any time and recornmends regular maintenance schedula be perfar�ed by a certified technician every 5 months. I. Field measurements of at�gTes and distances shall be done in such fashion as to satisfy the closures and tolerances expressed in Part 3.1.A. 2. Vertical ]ocations sha11 be established from a gre-established benchmark and checked by closing ta a different bench inark on the same datum. 41 3. Constructi�n survey field woz'k shall correspond to the client's plans. Irregularities 42 ar conflicts found shall be reported promptly to the City. 43 4. Revislons, eprrections and otlaer pertinez�t data shall be logged for fiitute re%rence. 44 C1TY OF FORT WORTH Intersactian Tmpror�ements at Bonds Ranch Road & FM 15.6 STANI7ARD C[3NST'�tUCTIDN SFECIFICATION DOCUivI�NTS CPN 101.009-2 Revised Fehruary 14, 2418 � i ainz3-� CONSTRUCTION STAKING AND SURVEY Page 7 of $ 1 3.� EXAMINATION [NOT USED] 2 3.3 PREPARATIDN �NOT iTSED] 3 3.4 APPLICATION 4 3.� REPAIR 1 RESTORATION 5 6 7 8 9 10 lI 12 13 1� 15 16 l7 18 19 20 21 22 23 24 25 �6 27 28 29 30 31 �z 33 34 A. If the �ontractor's work damages or destroys one or more of the control monuments/points set bythe City, the i�onuments shall be adequately referenced for expedient restoration. 1. Noti.fy City if any control data needs to be restored flr replaced due to damage caused during construct�on operaYions. a. Contractor shall perform replacements andlor restorations. b. The City may require at any time a survey "Field Check" of any monument or benchmarks that are set be verified by tha Gity sutveyors before furiher associated work can move forward. 3.6 RE-INSTALLATION [NOT USED] 3.7 FI�LD [oR] SITE QUALITY CONTROL A. It is the Contractor's responsibility to maintain ail stakes and conirol data placed hy tha City in accordance wiih ihis �pecification. This includes easements and rigltt of way, if noted on the plans. B. Do not cnange ar relocate stakes or conirol data without approval from the City. 3.8 SYSTEM STARTUP A. Survey Checks 1. The City reserves the right to perform a Survey Check at any time deemed necessary. 2. Checks by City personnel or 3'� party contracted surveyor are not intended to relieve the contractar af his/her resp�nsibility for accuracy. 3.9 ADJUSTING [NOT USED] 310 CLEArTING [NOT USED] 3.11 CLOSEOUT ACTIVITTES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE �NOT iTSED] 3.14 ATTACHMENTS [NOT USED] END OF S�CTION Revision Log CITY QF FORT W�RTH Intersection Improvements at Bonds Raneh Road & Fdvl 156 STA7�IDARD CONSTRUCTIO7+! SPECTF�CATIOAI DDCUMENTS CPN 101009-2 Revised February i4, 2018 - 037123-8 CONSTRUCTI.ON STAKING ANr] SC]RVEY Page 8 of 8 DATE NAME SUMMARY OF CHANGE 8/31/2012 D.Johnson Added instruction and modified measureme�t & payment u�der 1,2; added 8/31/2Q17 M. Owen definitions and references under 1.3; modified I.6.; added 1.7 cIoseout submiita! requirements; modified 1.� Quality Assurance; added 1'AIiT' 2— PROIIUCTs ; Added 3.1 Installers; added 3.5 Repair/Restnra�ion; and added 3.8 System $tartup. Aemoved "bi�e texP'; revised meas�rement and payment sections far Cnnstr�ctiora Statcing and As-Sixilt Survey; added reference to selection compliance with TGC 2/14/2018 M Owen 2254; revised actiou and Closeout submittal requirements; added acceptalale depth measurem�nt criteria; revised list of items requiring as-huilt survey "during" and "a#ier" construction; and revised acceptable digital survey file foimat CiT'Y OF FORT t7VORTT� Intersection Lnpravemcnts at Bonds Ranch Aoad & FM 156 STANDARD CONSTRUCTIDN SPECIF[CATION DOCUMENT9 CPN 161009-2 Bevised February l4, 20I$ I -_ � - J � I ` I _ .. � � , l� �lltach�r��n� A � Secti�� i� �3.0� sur�rey stakin� ��nd��ds February 2017 \\FTWFPD1�Data�Project\FfW_Roadway�Ob1018172-Bonds Ranch FM 156 Signa1�SPEC�General Requirements\01 7123.16.D1_Attachment A_5urvey 5taking 5tandards.docx Page 1 of 22 These procedures are intended ta provide a standard method for co�struction staking services associated with the City of Fort Worth projects. These are not to be considered alI indusive, but only as a generaf gu ideline. For prajects on i7fDOT right-of-wuy or through joint TXDOT participation, adherence ta the TXD�T Survey Manual sha!! be fo!lowed and if a discrepancy arises, the T]CDOT manual shall prev�ril. (htt : onlinemanuals txdot.�a�/txdotmanuaisjess/ess.adf] If you f�ave a unique circumstance, plaase cansult with the project manager, inspector, or survey department at 817-392-7925. Table of Contien�s I. City of Fart Worth Cantact Information 11, Construction Colors III. Standard StakingSupplies IV. Sur�ey Equipment, Control, and Datum Standards V. Water 5taking VI. San9tarySewerStaking � Vfl. 5torm Staking VIII. Curb and Gutter Staking IX. Cut 5heets X. As-built 5urvey ��FTWFP01jData\Project�FTW_Roadway�061D18172-Bonds Ranch FM 156 5igna1�5pEC�Ge�eral Requirements�01 7123.�.6.D1_Attachment A_Survey Staking Standards.daex Page 2 of 22 I. 5ur�e �e ariment Con�ac�i Information Physical and mailing address: 8851 Ca�np Bowie West Boule�ard Suite 3.00 Fort Worth, Texas 76�.16 Office: (817j 392-7925 . 5urvey Superintendent, direct line: (8�7) 392-8971 11. Construc�ion Colors The following colors shall be used for staking or identifying features in the field. 7his inc[udes flagging, paint af iaths/stakes, paint af hubs, and any identification such as pin flags if necessary. Utility PROP05ED EXCAVATION ALL EL�CTRIC AND CONDUlTS P�TABL� WATER GAS OR OIL _ TELEPHOfVE/FIBER OPTIC SURVEY CONTROL POINTS, BENCHMARKS, PROPERTY CORNERS, RIGMT-OF-WAYS, AND ALL PAVING INCLUDiNG CURB, 51�EWALK, BUfLDING CORNERr� SAiVITARY SEWER IRRIGATION AND RECLAIMED WATER III. Standard Stakin� Suppl[e5 Calar WHITE . -� l. rCLIL�w ORAI�GE P�h�K Item Minimum size tath/5take 36" tall Wooden Hu6 (2"x2° min. square preferred) 6" tal! Pin Flags (2.5" x 3.5" preferredy 21" long Guard Stakes Not required PK or Mag nails 1" long Iron Rods (1/2" or greater diameter) 18" long Survey Marking Paint Water-based Flagging 1" wide Marking Whiskers (f�athers) 6" [ong Tacks (for marking hubs) 3/4" long �\F1WFP�1�Data\Project�F7W�Roadway�061p18172-Bonds Ranch FM 156 Signal�SPEC�Generaf Requirements�01 � 7i 23.16.01_Attachment A_5urvey 5taking 5tandards.docx Page 3 of 22 IV. Sur�ey �quipmeni, Ca_ntral, and Datum S�andards A. City Benchmarks Alf city �enchmarks can be found here: htto://fortworthtexas.�a�/itsalutionsfG15/ Look for'Zoning Maps'. Under `Layers' , expand `Basemap Layers', and chetk on 'Bencf�marks', B. Conuentional or Robotic Tota! 5tation Equipment I. A minimum of a 10 arc-second instrur'ne�t is required. II, A copy of the latest calibration report may be requested by the City at any time. It is recommended tha# an instrurnent �e calibrated by ceriified technician at ]east 1 occ�rrence every 6 manths. C. Network/V.R.S, and static CsPS Equipment l. ft is critical that the surveyor verify the correct horizontal and vertical datum prior commencing work. A site calihration may f�e required and shall consist of at least 4 control poinfis spaced evenly apart and in �arying quadrants. Additiana[ field checks of the horizontal and vertical accuracies shal[ be completed and the City may ask far a copy of the calibration report at any time. II, Network GP5 such as the Western Data Systems or SmartNet systems may he used forstaking of proper�y/R.O.W, forced-main water lines, and rough-grade anly. No GPS stakin� for concrete, sanitarl� sewer, storm drain, final �rade, or anvthin� that needs vertical �radin� with a tolerance of D.Z5' or iess is allowed. D. Cor�trol Paints 5et � All cantrol paints set shall b� accompanied by a lath with the appropriate Northing, Easting, and Els�ation (if applicable) of the p�int set, Contro� points can be set rebar, 'X' in concrete, or any other appropriate iterr� with a stable base ar�d of a semi-permanent nature. A rebar cap is opfiiona�, but preferred if the cap is marked `control point' or simiEarwording. Datasheets are required for all control points set. Datasheet should inciude� A. Horizantal and Vertical Datum used, Example: N.A.D.83, North Centra[ Zone 4202, NAVD 88 Efevations B. Crid or ground distance. — If ground, pro�ide scale factor used and base point coordinate, Example: C.S.F.=0.999125, Base point=North: 0, East=O C. Geoid model used, �xample: GEOIp�.2A ��FTWFP01�Data�Project\F7W Roadway�061018172-Bonds Ranch FM 155 5igna1�5PEC�General Requirements�01 7123.16.01_Attachment A_Survey 5taking Standards.docx Page 4 of 22 E. Preferrad Grid Datum A�though rr�any plan sets can be in surFace coardinates, th� City's preferred grid dat�m is listed below. Careful consideration must �Oe taken to verify what datum each project is in prior to beginning work. It is essential the surveyor be familiar with coordinate transfarmations and how a grid/surfiace/assumed coordinate system afFect a project. � Pro�ected Coordinate ' System: IVAD_1983_5taiePlane_3exas_l�orth Central_FIPS�4202_Feet Proj�ction: Lambert Conformal_Conic � Fa Ise_Easting: 1968500.00OOa�40 Fa IseWiVortf�ing: 6561666.66666667 Central_Mer€dian: -98.5000DOD0 l 1 5tandardWParallel_1: 3�2.13333333 Standard Parallel 2; 33.96b66567 Latitude_Of Origin: 31.66666667 J� Linear Unit: Foot U5 � 1 Geographic Coordinate 5ystem: GC5_North_American_1983 Datum: D North American 1983 Prirne Meridian: Greenwich � �, Angular Unit: Degree Note� �@�81"('1�P:� :]� tr��u�t �.'.,:�:::: C��.: M��Ce!{_: �: �.�E=-'•� ::�. ;°�IV"lwa�w� CG E!1� �_!L�7 �, must be cnn�erted/translated into this pre#erred grid datum. 1 copy a� the deli�erak�le shauid he in the praject datum (whatever it may be) and 1 copy should 6� Ir ±hs �!��. 1� TX Ne�th CPntral 4Z07 �c�nn- See Preferred Frle "Iominn C"tivent'ion beic..� F. Preferred Deliverable Format txt .csv .dwg .job G. Pref�rred Data Format P,N,E,Z,D,fif Point Number, Narthing, Easting, El�vation, Description, Notes (if applicabfe) H. Preferred File Naming Con�ention This is the preferred forrnat: City Project Number_bescrjption_Datum.csv Example for a proiect that has surFace coordinates which must be translated: File 1: C1234 As-built of Water on Main Street Grid NAD83 TXSP 4202.cs� \\FTWFP01\Data�Project\FTW_Roadway�061018172-Bonds Ranch FM 156 Signal\SPEC\General Requirements\01 7123.�.6.D1_Attachment A_5urvey 5taking 5tand.ards.dacx Page 5 0� 22 File 2: C1234_As-built of Water on Main Street_Project Specifiic Datum.csv Example Con�ro[ S�akes ��FTWFP01\Data�Project�FTW_Roadway�D61018172-8onds Ranch FM 156 Signal�SPEC�General Requirements�01 7123.16.01_Attachmenf A�Survey 5taking 5tandards.docx Page 6 0€ 22 � � � � � � � � � [ Lti � i.�J � Cp � � �� Z Lc,.l �- 'y��y� K � LLJ ` � � � 4 o W � _ 1 �16 I ��._ � �o.aa' �� m . � � � � .� � � �- _� � � � � � � � J `� C` W � � � � m CC z � O Ev� C7 C� � ' � �,,.7 CP �� ►�=�oao.00 �=�aoa.oa ? �,� � . � i' a �� ; , �= _ -� �� ,l - �- ;� i]� u � .- I . � V. 1Pl�ater Staking_Standards \\FTWFP01�Data�Project�F7W_Roadway�0610181.72-Bonds Ranch FM 156 5igna1�5PEC\General Requirements�01 7123.1�.01�Attachment A Survey 5taking Standards.docx Page 7 of 2� A. Centerline Staking — Straight Line 7angents L Offset �ath/stakes e�ery 200' on e�en stations II. Painted blue lath/stake only, no hub is required I11, Grade is to top of �ipe jT/P) for 12" diameter pipes or smalier IV. Grade to flow lin� (F/Lj for 16" and larger diameter pipes V. Grade shou4d be 3.50' below the proposed top of curb line for 10" and smaller diameter pipes VI. Grade shauld be 4.00' below the proposed top af curb line for 12" and larger diameter pipes Vll. Cut 5heets are re�quired an all staking and a copy can be received fram the surv�y superintenden� Optional: Actual stakes shal! consist of � 60D nai! ar hub set with a whisker 8. Centerline 5taking - Cur�es I. If arc length is �reater than 100', POC (Paint of Curvature) ofFset stakes shauld be set at a 25' inter�al II. Same grading guidelines as above III. Staking o�F radius points of greater than 100' may be omitted C. Water Meter Boxes . I. 7.0' perpendicular offset is preferred to the center of the box II. Center of the meter shauld be 3.�' b�hind the �roposed face of curb III. Meter should be sfiaf�ed a minimum of 4.5' away from the edge of a dri�eway IV. Grade is to top of box and should be +0.06' higher than the praposed top af curb unless shown otherwise on the plans D. Fire Wydrants I. Cent�r of Hydrant should be 3.�' behind proposed face af curh II. 5urvey offs�t stake should be 7.0' from the center and perpendicular to the curb line or water main fll. Gra�e of hydrants should be +0.30 higher than the adjacent t�p of curb E. Water ValUes & Vaults I. Offsets shau�d be perpendicular to the proposed water main II. RIM grades should only E�e pro�ided if on plans Er�ample VIla�er ��a�es ��F7WFP01�Data�Project�FTW�Roadway�061418172-Bonds Ranch FM 156 5igna1�SPEC�General Requirementsj0l 7123.16,01_Attachment A_5urvey Staking SEandards.docx Page 8 of 22 � $ � j ��, �.� 5 �x � � � � 4� � f , � � _e � I � � �. � z �� ] � ;�` o% �. w/�. � sT o � c-�,s� f 1� � w � � a �l . v . . � 1 r � � �� i ,�, � � � r�� :. � � � � � �,�� Q�$ � ��L � w S7A=1+7�_61 � C-3_81 � � � '� � � � � � � z 147i FLa '1�1.4&' � ' � � � � � , � � ' � r � '� ':a , w�� ri' � � �� " �. � ` � � �i: ,�� u , � � �� ' Z� ' � � � � , '� � � � � �� N � � � , �'`�� ?� � � w� � ; � IJ� �— � � � �� t �. 1. _� � � �� J � : �.a ,�` �� '�� W/L sr��raa I� � o-�.�s ,- "�—y _ !:� � � � �� 11 cn � � � z��w I , � � � � !at�c}�— i00.0�1: � F� � � � [� � a ..� w i+- �a�� N 1� � � J� �; ? zmz � VI. Sanitary 5ewer 5�kaking �\FTWFP01�Data\Project�FTW_Roadway�061018172-Bonds Ranch FM 156 5jgnal\SPEC�General Requirements�01 7123.�.6.01_Attac�ment A`Survey Staking Standards.docx Page 9 of 22 I A. Centerline Staking — Straight E.ine �angents I. inverts shall be field verified and compared against the plans before staking [I. Painted green lath/stake WITH hub and tack or marker dot, no flagging required III. 1 offset stake between manholes if manholes are �40a' or less apart IV. Offsetstakes should be iacated at even dista.�ces and perpendicularto the centerline V. Grades will be per plan and the date of the �[ans used should Eae noted VI. If multiple lines are at one manhole, each line shall ha�e a c�t/fill and direction noted VII. Stakes at every grade break VIII. Cut she�ts are required on all staking Optional: Actucrl stakes sha!! consist of a bOD nail or hub set with a whisker B. Centerline 5taking—Curves I. If arc iength is greaterthan 100', POC (Point of Curvature) ofFset stak�s should be set at a 25' inter�al I�. Staking af radius points ofgreaterthan �.OQ' may be omitted C. Sanitary Sewer Manholes I. 2 ofFset stakes per manhole forthe purpose of pro�iding aEignm�nt to the cantractor il. Flowline grade should be on the lat�/stake for each flowline and directian noted II.I. R1M gratle should only be on the stake when pra�ided in the plans ��F7'WFP01�bata�Project�FTW_Roadway�06101817Z-Bands Ra.nch FM 1565igna1�SP�C�General Requirements�01 73. 23.Z6.01_Attachment A_Survey 5taking Standards,dpcx Page 10 of 22 l �xample 5ani�ar� Se�ver 5takes � r I 1� 1 � � �- � �� +_.i � �t � � �� a � `J �r �� ' � � �� I � �y�� '-` ��:. ��, � �' c� ` _ � 1 + ,�a �,� � � � � 7" �%S � SS ��sTa-s��u, c-a� I� �� e-a� � c-o� � �� i ; � p �.c, � �-3 � �/ Y � � � �x MQ � � � � . I �' �A� ' � �, � � � t 12` {i�5 � S5 ��6TA 3+71��w C-3� �a C-3� �`�� 1�-� N��,�� I �� 1 � � � �� LL �� f � � f J � � .1 I �`�r _ ' � �] � � 7' o/s � ss I��T�.�+e�� 4°L f s �� w � � � - � � . � � � � i� � � . � � � a '` � t Iy w w� 8 �S �: �� i�ij � � �t�`� .. � x .e � p� �� / A � .i � ` ri� � �ry �� * l� hlf+� � � � ; `� �� ha`��- • � � � � ! _�� . � � c:� — � ' �� 7' 0/`_- �k SS � sr.�o-Eua 1�.w' c-a�` �uo �-s �. F�ro�` - i a'. � w �j ; 7, � [] 4 ' � u. �E rti .,.�.r �� 1 �� '� � �, s C2 j � � � � t2� o/S � s5 �� srn-a+no �� c_a� �� r� � o-a� � L� , �� ti � �-' m � n � �� 1N�� .. I`' a �#� �o �� , � �� \�FTWFPQI\Data\Project�FfW_Roadway\D61018172-Sonds Ranch FM �56 Signa1�SPEC�General Requirements�01 � 7123.16.01_Attachment A 5urvey 5taking 5tandards.docx Page 11 of 22 1/I1. 5�orm Sewer & Inle� S�akin� A, Centeriine Staking — Straight Line Tangents I. 1 offsei stake e�ery 20�' an e�en stations ll. Grades are ta f[owline of pipe unless otherwise shown on pfans III. Stak�s at every grade f�reak IV, Cut sheets are required on all staking Optional: Actup! stpkes sha!! consist of a 60D nail ar hub set wrth a whisker 8. Centerline Staking — Curves I. �f arc lengt� is greaier than 100', POC (Point of Curvature) ofFset stakes shoufd be set at a 25' interval I�. 5taking of radius points of greaterthan �.�0' may be omitted C. 5torm Urafn Inlets I. Staking distances should be measured fram end af wing !I. Standard 10' Inlet � 16.00' total length III. Recessed 10' Inlet = 20.�0' iotal 3ength IV. Standarddouble.l0'inlet=26,67'totallength V. Recessed clouble 1.0' inlet = 30,fi7' total �ength D. 5torm Drain Manf�o.ies I. 2 offset stakes per manhole for ti�e purpose of pro�iding alignment to t�e contractor II. Flawlin� grade should be on the lath/stake for each flowline and direction nated III. RIM grade should only be an the stake whert provided in the plans ��FTWFP01�Data�Project�FTW_Roadway�D61018172-Bonds Ranch FM 156 Signal\SPEC�General Requirements�01 7123.�.6.01_Attachment A_5urvey Staking Standards.docx Page 12 af 22 � �xample S�orm Inlet SiakeS � � � 8�� oE Fxarvc A.¢w.� ��}� u.c w�-�a�i� �m \� FF��NT �SIDE FAClN� �� O C1 ` � ; 9 � d T 2 r � � � � � IC IITI" 'AMIf � Fi�U Ai� T}1E iVlhr� � � BEIHR STPKED m y � a r sr�snora �� °{?TF9 861 Plr',vni in �1 �sT C �`-��-iinw urtitih- � � t . 'ir7p Gp F�1Rw Y t � � � . �T " ^' . � c�Y .� �� 4 ��t �ne F►nrvc a.o.vr.) �4 � � �� -.�7 � ..74i. � ry'. FR � �! T (�I DE FAGI �J� �) 0 � � D � 2 i � � � I�v nFlf � ' � END CF iE .Vi � PE7h:�- �7. —'s 1 � � TfC � # Q � t � C7 I � � �I51'ANOES �INLEFK`t . �� , ' _� �— — . . ,l STAHpARR 1u — i� RECESBE4 14' � �*7 5TAHUfRp D06l6l.E 1p' A 2fi.e� . F�CES�a FiOUSLE i0' e 36_6'Y --- — ^, ,--- _- �� t:w� 1..... ..._.� � ---.—......—.�.�---------.—.._....._ I � I I BqCX CF INI,ET F� ! '+'� ��:•;�:�: �� ;�' ,'„�S ',S+• :3ar ` �� I �� ~ ~ `` �i � I �aRi�i�ro� o � ¢ � • _�f I � :"� I rdnc�; � �.;r� _ �� . � _ _ � '_ _ _ _ _ . �fiMG.. +,Q �.� �. �'ti � ..i : i . � •i '41�II�J �. ! � CLfl'r�i.vi�� -- ^ FALE fJF INLEi • FACE i7F'INLET •m� 4: v�;�Er.iehrr � m� VF akSr�iETse � EpC£ OF PAI�EIAENT _ B,-0uCtf OF �URq— — — ^ FL.6VAJN� � � EOGE flF PAYEMEN� \\FTWFP.01�Data�Project\FiW�Roadway\061018172-Bonds Ranch FM S56 Signa1�SPEC�General Requirements�01 7123.16,01 Attachment A_Survey 5taking Sfiandards.dacx Page 1:5 flf zZ 1/111. Curb and Gutier Stakin� A. Centerline Staking -- Str�ight Line Tangents V. 1 offset stake every 5D' on even stations VI. Grades are to top of curb unless otherwise shown on plans VII. Stakes at every grade break VII1. Cut sheets are required an all staking Optianal; Actua! stakes sho!! cansist of a 60D nail or hu6 set with a whisker 8. Cenierline Staking—Curues III. If arc length is greater than iD0', POC (Paint of Curvatur�) offset stakes shoul� be� set at a 25' interval 1V. Staking of radius points ofgreaterthan �.00' may be omitted �\FTWFP01\Data�Proj�ct�FTW_Roadway�061�18172-6onds Ranch �M 156 Signa1�SPEC�G.eneral R�quirements�01 7123.16,01_Attachrnent A�Survey Staking 5tandards.docx Page 14 of z� �xample Curb & �u��er S�akes FR C� N T �si�E F�c�r�c �� a F�OMT ,., �_ FI � L11 V I � (sDE FAmxa �} ,;�mr a�� FRDNT � (51D� FACiNG �J , , � ` PC {�DE FACkN4 �} � � � �� P1 � B fiCK �� I� � � fn� � ,:--�- -- � � � � (SIpE FACINB R.O.'N.� � �'"�'� ""� � ' �''� � q �� !��_� : __.� -,� a � � iir i . _�,r : �.: � � � I I I I � Er � I � Ill I �� u�� .-'- . �� i L I � N[: '_!!Pl7E uN + -c_:. F....r �_1r. -_.'s I� I �� RhPiUS PL11JT3I�I Jl J =�—,. y� � y�r �� I � � �.�. _. � 1 � ti � �'� i rr� !� f I � � f � �v��r �t f rf .� �_ , �� f �fr�I� ! �-- _ _.� — ��`Fi, ,�. �/� l , / ,.. �' ..- / .J I �," y�''� r� �� ! - — -- TOP OF GUh� � .�xy' �� ,, �1 �.�'r,—' ��- '� ~ � _r�'�'r�r�^` , �rf .�i4�fif - _ �J .•�Y _ � �� J.y•I' BAGt4 f)F Cl.Jit� � - - �.�{r'� � - ' .. -�{-7 � � r ~F� � i--� �Y'` � _ � { {Y ' ��1� I � �� r � 4 }- 5 y r�i��L �`F ��?� � f � r �-� 7 k�] ) iv ,., - � � j� � __�_ - � � r LU 4�r�1 NE E��F css= F�A'+I��tE:rI�F �xarnple Curb �C Gu��er S�akes at Inierse��ior�. \�FfWFP01�Data�Projec�\FTV11_Roadway�Q61018172-Bonds Ranch FM 1565ignal\SPEC�General Requirements�01 7123.�.6.01_Attacf�ment A_5urvey 5taking Standards.docx Page i5 of 22 L' �y � � O � � � p�� 1�' fl/S�m Srl�2+soll h FtO� li � � . � cJi ,_.. � �. W 4 r4F F �� a -- i �� u i.,�� _ � i 1 a a i � � a -- � O � : � r ' _ — _ � a e.'___ i 1 � K � � �'�� , � q.� �� ' �_3r, �� 1�� } -- . ��i �� F� - �� :� a Q � � /. �� _ _ ,�O�j`�l ��. .�Q/ / i 9 � ` f OI � S 4 F� �� , �� a o� �� 4 I, . I� een� .�o Nave QI , . Id �� . �' d 9 � ,. � ' . � � �� . �� \ . r ��' \ ,� L \ -- ' _ � 2 {]r�pp � � # 7 i� .-... _ 6 �� ,� �. F� 5� �y ��FTWFPO].�Qata�Project�FTW_Roadway�061018172-Bonds Ranch FM 156 Signal`SPEC�6eneral Requirements�pl 7123.16,41_Attachment A_Survey 5taking 5tandards.docx Page �.6 of 22 I I�C. Cu� Shee�s A. Date offield work B. Staking Methad (GpS, total station) C. Project Name D. City Project Number (Example: C01234j E. Lacation (Address, cross streets, GP5 coordinate) F. Sur�ey company name G. Crew chief name H. ��lank tempL�ie r�n be obtair.ed fram �he � urrey supe�intendent (�ee item I:sbauet Standard Ci�v Cu� Sheet � Date: ❑ TOTAL Staking Method: ❑ GPS STAT�ON L.00ATlO�I: Gity Project Number: Project Name: _ ❑ OTH�R CONSUL7ANTICONTR,4CTOR SURVEY CRI�W INI71AL5 ALI. C�RAb�S ARE TO FLOWLINE OR TOP�OF C.URB IJ�dLESS OiHEFtVl115� NO'�ED. PT # I STATI0�7 Q�F��T l bESCR[PTlO:� PR��'. STAKEE7 _ C�..�. + FILL -LTI+F�Ti GFL4D� ELEV. . .._..�— I - � � -� ; _ ��FTWFPOI\Data�Project\�T►N_Roadway�061018172-Bonds Ranch FM 1565igna1�5PEC\General Requir�ments�01 7123.16,01 Attachment A Survey 5taking 5tandards.docx Page 17 of 22 X. As�b�ilt Sur�ed A. Definition and Purpose The purpose of an as-built survey is to verify th� asset was installed in the proper location and grade. Furtharmore, the information gathered will be used to supplement the City's GIS data and rnust be in the proper format when submitted. See sectron !V. As-built sur�ey should incitade the foliowing (additional items may be requested); Manholes Top of pipe elevations every 250 feet Norizonta! and vertrca! poinfs of inflectron, curvature, etc. (A11 Fittirrgsj Cathodre protectron test stations 5amplrng statior�s Meter baxes/vaults (A!1 siresJ Fire lines Fire hydrants Gate values (rim and top of nutJ Plugs, stub-outs, dead-end Iir�es Air Release valves (Manhale r�im pnd vent� pipeJ elow off valves (Manhole rim and valve IidJ Pressure plane valves Cfeaning wyes Cfean outs Casing pipe (each endJ lnverts of pipes Tur6o Meters ��FTWFA01\Data�Projeet�FTW_Roadway�Q61018172-Bonds Ranch FM 156 5igna1�SPEC�General Requirements�0�. 7123.1fi.01_Attathment A_Survey Staking Standards.dacx Page 18 of 22 B. Example peli�erable A hand written ret� line by the field surveyor is acceptable in most cases. This shauld be a copy of the plans with t�e point number noted by each asset. If the asset is missing, then the surveyar should write "Ni�'T F^! �ND" to natify the City. ��FTWFP07.��ata�Project\FTW�Raadway�D61018172-Bonds Ranch FM 156 5ignal\SP�C�General Requirementsl,0i 71 23.16.D1_Attachrne�t A�Survey Staking 5tandards.docx page 19 of z? � i � � a g s 197►�� a� � *�$a eM ��o�, � a ��,a � � i a�� • �� f E�� g� �� ,a �� .� � � sy;� L, � F � � � � I��i� �� . . ' � �. � �; .f � . _ —. : : ----:. . - -} — V15 3Nl7 H,?1Vl�,_� _ "' ' 'k�n �?S ?�i:�i+Jl�n - --'.-- �'� 'i A.�.�.Y.= _ �.r .l_ �. e �..{� � 1 i.... ' .�'J� ,.-'.�f' '�. � � ��° �, •��{ F� f�,��}�� _' ' �� "� ."I '�. n �°'� �'� 9�I �a � -'-=�-"� � +� . � -- f � � �� " -- _-:� i �— ��"� v � � I � �- . . � -- -..:� �, ��, , � .-- ��;��; , � �.. , : ,, �� _.. � .�.+ ....�� : �u ��M ��_ , f��__ : . . � - .:�-� � ,-4=:��-- -:_:- � ��,,. :�. _._. �. .. --�- ti�' .�• = � ::1. �•;�;;,;� �' � . - - � - -- � ��- r i a � •.�' . -- :I' � h ._ . 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I .. �i:� -- ��:'� .� � � B Qt A�u� � '� � ".� �,��,� ' �: : ,:-;' , . .. ;':.-�j: p-�a -�i_.�i-- �-,•. i€� � ��1� . � I I, - �i ...4-.:__..Ij�'-_ 'I-�y�43� ��5� , I{,�I..� -�,1 . �::ji.- -i!��- I� � ° � � �� : �'' _ !�.' � '�� 5 /`' t � . :I -��!` '� 6�� i �� ,��' .i. �+ R: i_' e � r � �' I y 'w� .�� ' �i,-l�� i��'r�.�Ur. f : r� � . ��.:-. �.', . � i a �i' - � ....� � .:'� . --'� ��*�S}�� ' ��_"� ■ + � . . ^ _ _I'f' I ." " :.: . .—��.. ^ - � �I �I ' r` '��4 . �' ; - I I �F�y�-�.Ili-�� I � .I . -._� i t� L.; . �,ti, 1� �, I' � !�* k —��I' �i" I �II�,�,K :I, ' �r�� _ T . - + 'i � I'I� aY]i�l '- ''�i;�!_;I: . � �. '.f�4��_ II..� ' *'` ' � ,l' . . }�.i � ''II�� '��'��li�� ' i-� �+�- : i i,'. . i� �'i ��"'-�! :_..�_ .::.I� � � ... � �� ., r , f '.ti . .i� � � � �..::�_.__ , . 3 ti . � � .e�adeeYal � . . ..: -- -�� 'ri � ..i. ; �l.i.. �. a w �, .:. ��j' _�Ilit,.i. ...�.�. _.i't . I '�;�G{r +• � :, , '.i��r .hf= �,� '��.�..:i.i .:: ::' ..I i-.P � ?p� �x� `w�� +��.*4 � '5� r .. `i: i�� i el.•t��'4�� ' 'I _��'r�.. . �.. �4�T�i.-'24d :' I 4 ' :: -�'--�J:. �. �!'�! ��' .;,,�; v.�r. ,��;:�� ti`M1 i,I �P �,��` y( � �'. '".,� ��I ��I',:; ;.+.:..-,-- -��.... ; . ... I�k` �h '�I �"`' �l � �"/ \ �f F� IT I �'I :�� . � �;.I Ji"_. _".�- J��. �I.. . . . � r .kr.r � . ;. i .� -� . ,r,�...,_,,;,�...�— t ,'� ��I � =. �� }' . ,.� ��i��,,E +� �K� I � � ;°� ' �:,T_' J�.� .�, _." ..,i,; .:i.:ar.u'T_'_.'-�{'��'� � .. h�.4aa iaY . �w rsit�o-� ' � �....__l�.� I` �� @�. _ N ,L "� � � � ' � I � 7�. 23.16A1_Attachment A_5urvey Staking Standards.docx Page 22 of 23 1� l; 7123.16.QZ_Attachment A 5urveK Staking Standards.tic�:, ra�E �3 oi x4 Ob�iously the .cs� or .txt file cannot be signed/sealed by a survayor in the format requested, 7his is just an exampie and all this information should be noted when delivered to the City so it is clear to what coordinate sys�em the data is in. PO1NT NO. NORTHII�G EASTING ELEV. 1 fi94b257.J$9 2Z96�79.J6S 2 6946260.893 2296062.141 3 694b307399 22960383(3fi h 694622D.582 2296011.029 5 6946195.23 2296015.116 6 6946190.528 2295022.721 7 64R6136.Oi2 2255992.115 8 6946002.267 2295919.133 9 6946003ASb 2295933.4�8 10 694598A.677 2x9588p.52 il b9459B6.0.73 2295869.892 1� b945695,077 2295860.962 13 6845&96.591 2295862_16B 14 644593q.286 2295841,325 15 6945436.7Z7 2295830.Aa1 16 6945835.678 2295799.707 17 6945817.488 2295627.011 i8 6945759,776 2295758.643 19 6995758.563 2295778A24 20 6945793.318 2245788.392 21 69457�3.2i9 2295754.394 22 6945682,21 Z295744.22 23 6945621.3Rz Z295664.471 2q 6945643,A07 2295735.03 25 fi945571.059 2295655.195 2fi b945539.498 22SS667.E03 27 69455i9.834 2295619.48 28 6945417.879 2295580.27 29 6945456.557 2295643.145 30 6945387356 2Z95597,7.01 31 6945370.688 2295696.793 32 69A5383,53 2Z9561D.559 33 69A5321.228 2295551.105 3A 6945314.365 2295539.728 35 6995242,289 22955i0.71S 36 6945233.624 22955Q4.626 37 69A520&.483 2245529.3a5 38 6945142.035 2295557;fi66 39 6945113.445 2295520.335 40 690.5049.02 2295527345 41 69A5041.tl2k 2295552.675 42 6945038.878 2295552.147 43 69A5006.397 2295518.135 44 6940.94A.782 229552Q b35 45 694A9�43.A32 229555&.479 45 6944860.41b 2295534,397 DESCRIPTION 726.09 SSMM RIM 725.668 GV RIM 72G.8S GV RIM 723.358 SSMM RIM �zz.az3 Gv Rinrt 722.325 FH 719-448 WM RIM 713,331 WM RIM 713.&52 CO RIM 711,&82 S5MH IilM 710.Qa6 WM RIM 707J2 WM RItJ 708.205 WM RIM T09:4.67 WM RIM 71a.OSA CO RIM 707.774 SSMN RIM 708.392 SSMH RIM 711.218 SSMH AIM 71D.fl86 GV RIM 716.631 GV RINt 712.849 GV RIM 716.686 1NM RfM 723.76 WM RIM 719,737 CO RIM 7�7.574 SSMH RiM 729.123 WM RIM 732.689 WM RIfUI 74{1.521 WM RIM � 736.451 CQ R�M 744.756 GV RIM 740.976 GV RIM 74Q.408 fH � 746,3A WM RIM 748,777 CO RIM 748.454 WM RIM 749.59 SSMH RIN4 751.058 WM RIM 75Q,H53 WM RIM �s�.s�� w�n Rrnn 752.257 SSMH RIM 751.79 WM RIM 751.88 WM RIM 752.615 WM RIM 752.$pf WM RIM 752.156 WM RIM 752.986 SSMH F{IM , . � . , , , i � - - �- •- --i r ►�.' �� n �� -0 L._ j'a� • _ � S�b r �� L� :��lL� , ; ��r , -�� f , � 1 � `i `�`'}' ; �ai�ti V .- ,t_, ��FTWFP01�Data�Project\FTW_Rnadway�061018172-Bonds Ranch �M 156 5igna1�SPEC�General Requirements\01 7123.1fi.01_Attachmeni A_5urvey Staking 5tandards.docx Page 24 of 25 C. Other preferred as-built deli�erable 5ome vendors have indicafied that it is easier to deliver this infarmation in a diff�rent format. Below is an example spreadsheet that is also acceptable and can be obtained by request from the survey sup�rintendent. \\FTWFP01�Data\Project\FTW_Roadway�061b18172-Bnnds Ranch FM 156 Signal�SP�C�General Requirernents\01 71 23.15.Q1_Attachment A_5urvey Staking 5tandards.doex Page 25 of �b \�FTWFP01�Data�Project\FTW_Roadway�D61018172-8onds Ranch FM 1565ignai�SPEC�General Requirements�01 712�.16.01_Attachment A�Suruey 5tak[ng 5tandards.docx Page 26 af Z6 1 ai�az3-r CL�ANING Page � of4 , , 1 2 3 PART1- GENERAL SECTION 01 i4 �3 CLEAN�VG 4 1.1 SUMMARY A. Sectian Includes: 5 1. Int�rmediate and final cleaning for Wark nQ�t Encludin� s�ecia3 cle�ning of closed 6 systems spectfied elsewhere 7 B. Deviations from this Cii�� +�f` PnrY Warth 5tandard Speci�catinr� � 1. None. 4 C_ R�lated 8peci�cation S�ctions incIuc�e, hut �re not ne�e�s�riiy� limited ��; A u a, Division Q- Biddin� Requirertnents, �ontract Forms and Conditions� of ii�e 1 i (;��trriC;i 1� 2, 1J1v13iUr7 I- General Requirements � 3 _� , �eCttui: �� '�� 3 a — SOddIi]�, 14 1.� �RXCE AND PAYMEN�` PROC1;11Uitx;� i_� A. Measurement and Faymen� }� l. Work associated with this Item is cansidered subsicitar�+ �o i�r� vara�u� �te�us I�iti. i 7 No separate payment will be allo�ved for this It��_ �n i.3 RF,FEREI�TCES �1�i0'�' IJ�EI:, it7 �.4 rV11Y�i1'+lI�TI�ATIVEREQUIRliiVlk:l�]'�'SF 2(; �� ?3 Z� 25 g. �cheaui«i� 1_ ScneduCi` cieani;�� iperatacm� sc� khafi n��r �n�1 other c��ia��iii�a<<ts dist�ia�ed by ci�ai;�ri� prnces�� will not fall on newly painted �wfac�s. i_ Scheduje Final cieanin;� G�Nc�n complet�or� ofi ��r„'k �,^.�1 i�il�Eieiiiat:.ly �r«�r t� �;a�J i�1SpeCtiui�. i.� Siit�!VIl1'P"l'�� NOT ilSi:i�� 1.�� ►C"Tl4)iri S[TBN�f'a'�'El�LSfiN�ORMA.T�01�� `F�iL�Mf'I"�'AL�t rl�[?T �.151+:1�� r.'? ["LO�E[3ti'1�' SUBMTT`TALC jTTOT �J�EU� i.h� IVfiaLilVTENANCE M.ATERtF�� SLIEMrT��r�i� [NO� US�irt , �S �7 2F� Z7 [.ti� i�UALY'1'Y A�Stiii.�ilr(�Ls' [N[ii' [JS��]j 3u" � .l f� �TORAGE, AND HANDLINi� 3] .A, �torag,. a��,d �Tanrtl��g Requiremen�s 32 1, St��e eizanin�? products and ul��r,��t� wasit� ir� �oniainers. spFc�tical�y aesigned ior �3 Chose rrtat�riats, C1TY OF FORT WaRT�I Interse4�lor, Improvemen[5 al 8ands Kanci+ Road & FM 156 �TEtTTD.AI�C C4NSTRUCT'[OT1 SPECffICA'I'[OTi D�?CUMEiv'1'4 C�`T� l O1p09-2 Kev�sed ,iul� I_ 2ii I I 017423-2 CLEANING Page 2 of 4 1 1.11 k'IELD [SITE] CONDIT�ONS [NOT USED] 2 1.1�. W�RRANTY �NOT USED] 3 PART 2 - PRODUCTS 4 2.1 OWNER-FURIVISHED [a�] OWNER-SUP�LXEDPRODUCTS [NOT USED] 5 2.2 MATERIALS b A. CIeauing Agents 7 1. Compatible with surface being cleaned 8 2. Nevv aa�d uncontaaninated 9 3. For nt�atzufactu�red surfaeas 10 a. Material recommended by manufacturer 1 i 2.3 ACCESSORIES jNOT USED] 12 2.4 SOURCE QUALIT'Y CO.NTR�L [NOT Y7�ED] 13 PART 3 - E�ECUTION 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 APPLICATION [NOT USED] 18 3.S REPAIR / RESTORATION jNOT USED] 14 3.6 RE-INSTALLATION [NOT USED] 20 3.7 F� XELD [o�] SITE QUALITY CONTROL [NOT USED] 2I 3.$ SYSTEM STARTUP INOT USED] 22 3.9 ADJ[7STIlVG [NOT USED� 23 24 25 26 27 28 29 30 �Z 32 3.10 CLEANING A. Gen�ral 1. Prevent accumulation of wastes that create hazardous conditions. 2, Conduct cleaning and disposal operations to camply with laws and safety ordexs of gaverning authorities. 3. Dn not dispose of volatile wastes such as mineral sgirits, oil or paint thinner in storrn ar sani#ary drains or sew+ers. 4. Dzspose of degradable debris at an approved solid waste disposal site. 5. Dispase of nond�gradable debris at an approved solid �vaste disposaI site oz' in an. alternate zrzann�r approved by City and regulatory agencies, C1TY OP FORT WpRTH Intersection Improvaments at Bonds Ranch Road &c FM 156 STA�BARD C0IVSTRUCTION SPECIFICATION DOCLTMENTS CPN 101004-2 Revised 7uly 1, 2011 � 017423-3 CLEATIING Page 3 oi4 1 6. Handle materials in a controlled manner with as few handlings as possible. 2 7. Tharoughly cIean, sweep, wash and palish all Wark and equipment associated with 3 this project. 4 8. Remove all signs of temporary canstruction and activitie� incidental t� ca�zstruction 5 of required permanent Work. 6 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to 7 l�ave the cleaning completed at the expense of the Contractar. 8 10. Ao not bum on-��t�. � B. Int�rmediate Cleaning during Canstructi�n €t� 1. K.e�p Wnrk aa�eas clean so as not to hinder health, safety or convenience of I� personnel in existiing facility operat�ons. I.i 2. At maxirnum weekly intervals, dispose af waste materials, debris and rubhish. 13 _s. Confine canstruction d�bris daily in st�ategically located coa�taines(s}: 1 u1 a. Caver to pre�rent blowing by wind 1� 'ra. �tore debry,. away� Frorn construction or operational activi�.%e:� I G c, naui iroin site at a�x�ininxu�� of once per week � 7 4. Vacuum clean interiaz' areas wh��.t ready to !r�ceive finish painting. E� a. Continue vacuum cleaning on �n as-needed b�s;s, un�al Finaf Acceptance. i9 5. Priar to storm events, thoraughly clean site of all loose or unsecr�r�d i[ems, which Z�t may become airbnrr�e or i.ransportec� hy flo�r�:ing water during the� storm, kl 2,: 23 �� u5 z� �7 2ik �� Q �� i7 �'# s� 35 3G �i 3�8 39 =��'; 41 c}�- (.`, Interior Final Cleaning i, Remove gease, mastic, adhesives, d�zst, dirt, stains, fingerpr�nt�. labels and �t ��r farei�tt matPr;a.L: fram siglat-expnse�l :surraceq. �, Wi��e all li�;l�t��e rtxt��. retle�.#�rs, I�n„�:;, Ia131�}S 211CC fiEfflB Cicall, �. W'ash and shiite �I..xirt� a�,� �ii�a�;�`s, 4. FO�ISII �DSSy surfaces to a cIear shin�. 5_ Ventilati�ig s,ysTen� ; a, (:�te�, �ieir:�iaiiet�� filters and replace disposable flters if u�u�s wer.e taNw�d.t� � �IA,siii� CQ]flti'Ln"iii%�.iCill, {}. L�d'dll dU4f5, iiCrwcizi ttlld CCii�,i 11� 11T11tS WeiB O�?Qr1f�C�'�N]f�70L1T Tl�[Gi'� {iiiiuit, COtlSfrLiGt'is7E�. fi_ E�eplace af ] buri�ed out lamp�, �. �]'{}dlll C��di'i �rTvLc55 ni2a1 t�ui�t�. n. i��lcap o�ti�e anu� corttroi raom floors. D, Exteri�r �Stt� orlZignc oi il�%ayj �u►�� Cleaniti� Z. Reinoue xras{z anri d�hris cnntainsrs trom siirr. �a, Ke-seed areas disturbed �y ��cation of`tx�;� ��u t�t�;1'ia GGiiiatl:�,�'S IC} di.i.G��ini1C� r��itla S�ctinn 32 92 13. �, 5��eep roadway �o vemove �ll racks, pieces of asphalt, concrete �rr a�i5•� otLer object tl�?! r�Qy ]�i�i��r {�r c�s�r�;pl the t]ow ni traSSiC �IOc�t,; the roacJw�}�- 3, �Icaa� :a,�y irf[e�-ic�e areac� �nciudin�, C1L11 ilV! iui�iicd t�, Yault�,, mani7nl�, skruti#.ures, jUl]Ct1uil E]Onc3 �114 1Tl�Gly, CiT'i OF FOT�'[' WORITI Intcrsection hnpraveino�t�Y at Bonuu Ranch Road & FM 156 STAiu1�tiK6} COiv�TKli[=1ii]N �Y�=(.1H1['aiT[3N z]�CL7MEN'l�+ CPN 101D09-2 Reviseal JE.�Ix I, 2C I I 1 2 3 4 5 01 74 23 - 4 CLEANING Page 4 oi4 4. If no longer required for znaintenance of erosion facilities, and upon approval by City, remove erosi4n control from site. 5, Clean signs, lights, signals, etc. 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.�� PRDTECTION [NOT U�SED� 6 3,13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENT� [NOT USED] S END OF SECTION 9 Revision Log DA'I`E - NAME SLTMMARY OF CHANGE 14 CTTY OF FOAT WORTH Intersection Improvements at Bonds Ranch Road �c FIvI 15b STANDARD Cd1VSTAUCTI01� SPECIFICATION DOCUMENTS CPIV 101009-2 Revised luly 1, 2011 � 1 01 7719 -1 CI.OSFAUT REQlTIl2EMENFS Page 1 of 3 � � l I ' h � 1 2 3 PART 1 - GINERA�.� 4 11 SiIMMARY SECTION Ol �9 19 CLOSEOUT REQiJIREMENTS 5 A. SectionIncludes: S 1. The procsdure for closing aut a contract 7 B. Deviations �r�m this Cit3� af Forx Worth Siandara Sp�cificatia:� � � . Nane. 9 C_ Related 5pecificatio�n �ee.tians ir.ctud�; but are nofi necessarily limited to: iu C. l.Jivisioxi G— Bidding Requirements, Contrac� i� or�r�� and Conciiiionsi t�f ir«. Contract 1 i �. DivisEon E-- C'Fanera� RequiremenLs 12 g.2 �RICE ,A.ND P,�i,YiV�1'I' PRO�EUUxi,� i3 �1. NLeasurezr��;riE �� ci F`;�ynae�7t ��l l. Work asso�iatea wi�h tC�i�: Itetx� is considered subsidiary to the vari�}us ![err!s bid. I r No sFparate payment wiU b� alla�u�d for fhis �tein, :�i i,� i�ZF:I<F:F(N;IV�L:%..4 �I�IU�'L� U�r:a.3� 17 1�.� ADNIIN�S'i"1tAThV�'� REQiJ�RE11'[L+:l'+'T'� i}� }1. C`ruarantee�. �onds ,�n�1:lFfidavir.;� ,� 1. No application for final payment �ill be accepted until ali guaraniees, i cn�s. �t7 certif'icates, licenses and �ffidavits require� for A�Tor�c or equipment as spec�ed r�r� 21 satisfactorily� filed vvitEi il��:. i�i�-, � E�, Rel�� of i..ie��, c;; c�lainss �3 ], i�i� appli��tiiia� fcar Ftnal ��ay�rtten� ��iil I�e ac�;e�ter.l untilsati�factcs�y �:�+�u4;;�� +af �� release ot liens na�: been �ubmitted i�.� the t�ity, ?5 ;..�.+ ��IBN�T['AL4 �f� 7'� Lti '14 3� �1 .S` Ik �lj%iTii� $ll ['cC��1u.'�� ri�L"t.tiClEfiifltiiiii tE? �i�'j'S i�C[1�G+t.:X RepG'BSeiltativc'_ 1.�i 1ivN�UlKiv�iTi[�NA,1i� ��isi�i�TTAL.� [NOT i7Sl�] 1. r CL:C)SECIUT SUBMITT�LS jN[1'i CI�E�i 11'ra��'� - F'Lt�.�uiii_']� l;Yui tJS�J CITY OF FORT W OR'1�N fntersectio�� Im ro�ements at Bonds Ranch Road & FM 156 STeL�VDiuuJ C�N�5�Ri3C'T'lii;� 3PEf�IFlCATiG�J DD['L�M�'[�1Tz; P I�evised M�,��i 1;�_ �u�'_! CPN 101p09-2 oi �� is -z CLOSSOUT &EQiIIREMENTS Page 2 of 3 1 1'ART 3 - EI�.Ci]TION 2 3.1 INSTALLERS [NOT USID] 3 3.2 �ANIINATTON [NOT USID] 4 3.3 PRE�ARA'TION [N�T USID] 5 3.4 CLDSFAUT PROCIDURE 6 A. Prior to requestingFinal Inspection, submit: 7 I. Praject Record Documents iz� accardance with Section O1 78 39 � 8 2. Operation and Maintenance Data, i�'required, in accardance with Section O1 78 23 9 1Q 11 12 13 14 15 I6 17 18 19 20 21 22 z� 24 25 26 27 28 29 30 31 32 33 34 3S 36 37 B. Prior to requesting Final Inspection, perform final cleaning in acco.rdance with Section O1 74 23. C. Final Inspection I. After final clea,ning, pra�ide notice ta the City Praject Representative ihat the W�rk is complet�d. a. The City will rnake an initial �ina1 Inspection wrththe �ontractorpresen�. b. Upon co�npletion of tlais iz�spectian, the City will notify the Contractor, in writing �i�Iiin 10 busin�ss days, of an� particulars 3n which this inspection reveals that the Work is defective or incomplete. 2. Upon recei�ing vrritten no#ice fram the City, immediately underialce �e Wark required to remedy deficiencies and complete the Work to the satisfaction af the C'rty. 3, The R.aght-o� way shall b� cleared of all eanstruction rnateria]s, barricades, and temporary signage. �4. Upon completion of Work associated withthe items listed in ihe City's written notice, inform the City that the required Work has been eo�npl�ted. Upon receipt of this notice, the City, in the presence of the Contractor, wiIlmake a subsequent Final Inspection af the projeet. 5. Provide a.11 special accessories required to place each 'rtem of equipment in full aperation. Thes�e special accessory items include, but �e nat limited to: a. Spec�ed spare parts b. Adequate oil and grease as requirad for the first lubrication afthe equipment c. Initial fill up of a.�l chemical tanks and fuel tanks d. Light hulbs e. Fuses £ VauIt lc�ys g. Handwheels h. Other e�pendable iten:�s as required for �itial start-up and operation af all equipment 38 D. Na#ice of Project Completion 39 1. Once the City 1'roject Representative finds the Work subsequent to Finallnspe�tion 40 to be satisfactQry, the City wil� issue aN.otice ofPraject Completion (Grean Sheet). 41 E. SupportingDocurnentation CTTY OP FORT WORTH L�teisectionlmpro�eanentsatBondsRanchRoad&PM 156 STANDARD CONSTTiUCI'ION SPECIFICATIpN DOCiIMLNTB CPN lO10�9-2 Itevised M�-ch 22, 2021 I 6l 77 ]9-3 CLpSEOL1T REQI.lIIt.8ME1�fT5 Page 3 of 3 � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 i7 I8 i9 ZG 7� 7� 23 1. Coordinate with the City Praject Represen�tive to complete the following additianal forms: a. Fii1a1 Payment Request b. Statement oiCantract Time c. Afiidavit oiPayment and ReIease of Liens d. Gonsent of 5urety Co Final Fayment e. Fipe Report (if requ�red} f Contractflr's Eval�aation of City g, Performance Evalua�ion of Cantractor F. I,etierofFinal Acce�tance 1. L7pon review and acceptance afNotice of Project Completion an�] Supporting Documentation, iti accordance with General Conditians, City will issue Letter af Final Acceptance arad release the FinaI Payment Request for payment. 3.S REIPA�� JRF.S`�ORA7['�4� (NOT LI�F.U] 3.6 R�iNCTALLATION [NOTU�1;1]� 3.q ' H'III,i� t��] SITE QUAL�TY CONTR�L [lYu'1' CiS�j :i.8 ��w'i�::w� ��'I'ART[J1P' �NOT�ISEU] 3.9 AD�fiI�TING [N()T USEDj 3.1Q CLEA.1�iING IN�T L��F:I�j 311 CLO�FA�1T AC'T�VI'1��'S jNOT USIDj 3.1� M'R4�TEt'��UN jNOT �iSF�� 3.13 1VlAl1V`1L�'�IA1VC':lt� �:�OT US 4'I"I�i �.�4 ATTACHA'�N'[� �NUT USED� � 25 r----- DA 1 `: 3I22l2021 1�i ]� (aF SF�:7TOnT �evisiuL'�,.^.� NATVEF SU�h�Il+a�Y' Elia C:�-I�'11�1�'il: ivi Ch:.ti� ;•! C. Addecl ian�uege tu elar►fv anil emnhasize requirement Yo "Clearin� RO�"' CITY �JF FORT V1rOR:f H Tniersection Improvements at Bonds 12anch Road R� FM 155 ti"1'Alrilinlu.� �UNSI Kli4=flUiv aF�i.1��ECATIC}N �04;[IMEN"i�5 CPN 1010D9-2 Revised March 22, 2ury : 017823-! OPERATION AND MAINTENANCE DATA Page 1 of 5 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION Ol. 78 �3 OPERATI�N AND MAINTENANCE DATA 5 A. Sectian Includes: 5 1. Product data and related inforrnation appropriate �o:r CiTy`s maintenance ar�d 7 opera�ion of products furnished under Contract 8 2. Such praducts inay include, but are not liznited to: 9 a. Trai'fic CantroUers I4 b. Irrigation Controllez's (to be aperated by the City) 11 c. Butter�ly Valves 12 B. De�iations from-this City of Fort Worth Standard Specification 13 1. None. I4 C. Related Specification 5ections include, but are not necessarily limited to: IS 1. Division 0— Bidding Requirements, Contracf �'orms and Cot�ditions af the Contract 15 2. L7ivi�ion 1— General Requirements I7 �.2 PRICE AND PAYMENT PROCEDURES I& A. Measureinent and Payment 19 1. Wor� associated with this Iie:m is considered subsidiary to the various Items hid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. �chedule 24 1. Submit manuals in final fo�n to fhe City within 30 calendar days of product 25 shipment t� the groject site. 26 1.5 SIIBMITTALS 27 A. SubmitCals shall be in accordance with Section O1 33 00 . Ail subrnittals shall be 28 appraved by the City prior tn delivery. 29 ]..6 INFURMATZONAL SUBM�'I'TALS 3p 31 32 33 34 35 36 37 A. Submittal Farm 1. Prepare data in form of an instnictional manual for use by City personnel. 2. Format a. Size: 8'/z inches x 11 inehes b. Paper 1) 40 paund minimum, white, for typed pages 2j Holas reinforced with plastic, clotl3 or metal c. Text: Maz�.ufacturer's printed data, or t�eatly typewr�t�an CITY QF FQR� WORTH Intersection Tmprovaments af Bonda Raneh Road & FM 156 STANDAR]] CONSTRUCTION SPECIP'ICATIdNDOCUNISIVTS CPN 101009-2 12evised 17ecemher 20, 2012 at 7S 23 - z OPERATION AND 3v�INTENAN�CE ]�ATA Page2 oi5 ] 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 2S 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 �4 �5 46 47 48 3 C� d. Drawings 1) Provide reinforced punched binder tah, bind in with text 2) Reduce larger drawings and fald to size of text pages. e. Provide fly-leaf for each separate product, or each piece of operating equipment. 1) Pravide typed description of product, and major component parts of equipment. 2) Pravide indexed tabs. f. Cover 1) Identify each volume with typed or pri�ted title "OPERATING AND i1�ZAINTENANCE INSTRUCTIONS". 2} List: a) Tit1e of Project � b) Identity of sepawate structure as applicable c) Icientity of general subject matter covered in t�e inanual Binders a. Commercial quality 3-ring binders with durable and cleanabte plastic covers b. When multiple binders are used, correlate the data into related consisten� groupings. If availahle, provide an electronic form of the O&M Manual. B. Manual Gontent 2. � 4. 1. NeatIy typewritten table af contents for each volume, arranged in systematic order a. Contractor, name of responsible principal, address and telephone number b. A list af each. pxoduct.required to be included, indexed to c�nYent of t.kae valume c. �.ist, with each product: 1} The nan:�e, addxess and telephona nuinber of the subcantractor or installer 2) A list of each product required ta be included, indexed to conient af the volume 3) Iden�ify area ofresponsibiIity af each 4} Lacal source of supply for parts and replacement d. Identiiy eaeh product by product name and othez' identifying symbols as set forth in Contract Documents, Produet Da#a a. Include only thase sheets which are pertinent to the specific product. b. Annotate each sheet to: 1) Clearly identify specific produet or part installed 2) Clearly identify data applicable to installation 3) Delete references to inapplicable informa�ion Drawings a. 5upplement product data with drawings as necessary to clearly illustrate: 1) Relations of componeni parts of equipment and systems 2) Control and flow diagrams b. Coordinate drawings with ir►forma�ion in Proj ect Record Documents to assure correct 111ustratian of completed installatian. c. Do nat use Project Record Drawings as maintenance drawings. Written text, as required ta supplement product data far the particular installation: a. Organize in cansistent format under separate headings %r dif%rent procedures. b. Provide logical sequence of instructions of each proceduze. CITY OF FOAT WDRTH lnterseation ynprovements at Bonds Ranch Road c� FM 156 STAN�ARD CONSTRETCTION SPECIFICtiTION DOCTlMENTS CPN 101609-2 Revised December �U, 2012 D17823-3 OPBI2ATION AND MAINTENANCE DATA Page 3 of 5 1 5. Copy of each warranty, bond and service cQntract issued 2 a. Pravide information sheet for City personnel giv'rng: 3 I) Proper procedures i� event of failure 4 2) Instances which might affect validity of warranties or bonds 5 C. Manual for Mate:rials and Finishes 6 1. �ubtnat 5 copies af coznplete manual in final fonn. 7 2. Content, for architecturai products, applied �at�rials and �inishes: 8 a. Manufacturer's data, giving full information on prod�cts 9 I} Cata(og number, size, composition 1b 2) Color and texture designations 11 3) Information required for reordering special manufactured products 12 b. Instructaons fot care and maintenanee 13 1} Manufaeturer's recommendation for types of cleaning agents and methods 14 2} Cautions against cleaning agents and methods which are de�rirnental to 15 praduct 16 3} Recommended schedule far cleaning azad :m.aintenance 17 1s 19 Za 21 22 23 24 25 26 27 28 29 3a 31 32 33 3� 35 36 37 3$ 39 4Q 41 42 43 44 45 46 47 48 3. Content, for moisture pratection and weather expasure products: a Manufaeturer's data, giving full in%rination an products 1} Appl.icable standards 2) Chemical composition 3) Details of installation b. Instructions for inspectian, maintenance a.nd repair D. Manua� for Equipm�nt and Systems 1. Submit 5 capies o£c�mplete znanual in final form. 2. Conten#, far ea�h unit �f equipment and system, as appropriat�: a. Descripiion of unit and companent parts 1} Furiction, normal operating characteristics and litrzifing conditions 2} Perfarmance curves, engineering data and tests 3} Complete nomenclature and co�xunereial number of repIaceable parts b. Operating pracadures 1) Start-up, break-in, routine and normal operating instructions 2) Regulation, contrnl, stopping, shut-down and emerg�ncy instructions 3) Summer and winter operating instxuctians 4) Special opexating instrucfians c. Maintenance procedures I } Routine aperati�ns 2} Guide to "trouble shooti.ng" 3} Disassembly, repair and reassembly 4) Alignment, adjusting and checking d. Servicing and lubrication schedule 1) List oflubricants xequired e. Manufacturer's printed operating and maintenance instructions f. D�scxiptzon of sequenee of operation hy control manufactE�rer 1} Predicted lifa of parts subject to wear 2} Items recoznmended to be stocked as spare parts g. As installed eontrol diagrams by controls mataufacturer h. Each contraetor's cnordination drawings 1} As installed colar caded piping diagrams CPI'Y QF FORT W012TH Intersection Innprovements at Bonds Raneh Aoad & I'M 156 STANAARD CbNS1RLICTION SPBCIFIC.ATIpN DpCUMENTS CPN 101D09-2 Ttevised December 2Q, 2012 o��sz3-a OPERt1TION AND 1VjAINTENA�fCB DATA Page 4 of 5 1, 1 2 3 4 5 6 7 8 9 1Q 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 2b 27 28 29 3 � i. Gharts of valve tag numbers, with location and function of each valve j. List of original manufacturer's spare parts, manufacturer's currant prices, and recommended quantitles to be maintained in storage k. Qiher data as required under pertinent Sections of Speci�tcations Content, for each elec�ric and �lectronic system, as approp:riate: a.. Description of system azid component parts 1) Function, nor:mal operating characteristics, and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial nwnber of replaeeable parts b. Circuit directories of panelboards 1) �lectrical service 2) Controls 3) Communications c. As installed color coded wiring diagrams d. Qperating procedures 1) Routine and narmal operating instructions 2} Sequencesrequired 3} Special operating instructions e. Maintenar�ce procedures 1} Routine operations 2} Guide to "trauble shooting" 3) Disassembly, repair a.nd reassembly �) Adjustrnent a.nd checking f. Manufacturer's printed operating and maintenance instructions g. List of nriginal manufacturer's spare parts, manufacturer's current prices, and rec.oinmendad quantities to be maintained in storage h. Other data as required under pertinent Sections of Specif eatians Prepare and include additianal data w�en the need for such data becomes apparent during instruction af City's persannel. 30 1.'7 CLOSEOUT SUBM�TTALS [NOT USED] 3l 1.8 MAINTENANCE MATERTAL SUBMITTALS [NOT USED] 32 1.9 QT7ALITY ASSURANCE 33 A. Provida operation and maintenance data by personnel with t%e foIlowing criteria: 3h 1. Trained and experienced in maintenance and operation of described products 35 2. Skilled as tachnical writer to the extent required to cvmmunicate essential data 36 3. Skilled as draftsinan competent to prepare required drawings CTI'Y OF FORT WORTH Intersection Improvements at Sonds Ranch Road 8c FNl 15b STANDAItD CO�TSTRtJC'T'{O?V Sl'ECIPICATIDN DOCUM�NT'S CPN 101D09-2 Revised Decamber 20, 2012 ..� 017823-5 OPERATION AND MAII�TENANCE DATA Page 5 of S I LI.0 DELIVERY, ST4RAGE, AND HANDLING [NOT iT$ED] 2 1,1� FIELD [SIT�] CONDITIONS [NOT USED] 3 1.1� WARRANTY [NOT USED] 4 PART � - PRODUCTS [NOT USED] 5 PART 3- EXECUTION [NOT USED] 6 END Ol� SECTION Re�ision I.og DATE NAME SiJMMARY OF CHANGE 8/31/20I2 D. Jalmson 1,5,A.1— title of section removed C1TY DF FORT WORTH Intersectian Imprqvements at Bonds Ranck ltoad & FM l5b STANDARD CONSTRUCTION SPECIFICATION DdCLJIVIENTS CPN 101009-2 Ravised Decemher 2D, 2� 12 017834-1 PRQ.THCT RECORD DOCUMENTS Page 1 of 4 1 2 3 PART 1- GENERA.L 4 5 6 7 8 9 10 11 12 13 14 1S 16 17 11 SUMMARY SECTION 0178 39 PROJECT RECORD DOCUMENTS A. Sec�ion Includes: 1. Wark associated with the documenting the project and recording changes to project documents, inciuding: a. Reca.rd Drawings b. Water Meter 5ervice REports c. Sanitary Sewer Service Reports d. Large Water Meter Reports B. Deviations from this City of Fort Warth 5tandard Specification 1. None. C. Related Specif'icatinn S�ctions include, but are not necessarily limited to: I. Division 0-- Bidding Requirements, Con�ract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.� �RICE AND PAYMENT PROCEDXI�2ES 18 A. Measurement and Payme:nt 19 1. Work associated vvith this Iiem is considered suhsidiary to the various Items bid. 20 No separate payinent will be aIlpweci for this Item. 21 1.3 REFERENCES [NOT USED] 22 23 1.4 ADMINISTRATNE REQT]IREI�IENTS [NOT US�D] 1.5 S`i7BMITTALS 24 A. Frior to subinitting a request for �inal Inspeciion, deli�ver Project Record Doeutn�nts to 25 City's Projact Representa#ive.. 26 ]..6 ACTION SUSNIITTALS/XNFORMATIONAL SUSMITTALS [NOT USED] 27 28 � 30 31 32 33 34 35 36 1.y CLOSEDUT SUSMITTALS [NOT iTSED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NUT U�ED] 1.9 QUALITY ASSiIRANCE A. Accuracy of R�cords 1. Thoroughly co4rdinate changes within the Itecoz'd Documents, making adequate and proper entries on each page of Specifications and each sheet ofDrawings and qthar pocuments where such entry is required to show the change properly. 2. Aacuracy of records shalI be such that fuYt�re search for items shown in the Contract Documents may rely reasonably on information obtained from the appraved Project Recor.d Docurnents. CTl'Y OF FO]tT WQK'i'H Infersacrion Improvemants at Bonds Ranch Road & FM 15G STANUARD CON5T1tUCTION SPECIFiCATION OOCUME3+1T5 CgN 101 D09-2 Revised ,Tuly 1, 2011 017839-2 PROdECT RECORD DOCUMENTS Page 2 of4 1 3. To facilita.te accuracy of records, make entries witlain 24 hours aft�r :rec.�ipt of 2 ir�formation that the change has accurred. 3 4. Pro�ide factual information regarding al1 aspects of the Work, both cancealed and 4 visible, to enable future rnodificatior� of the Woric to proceed without lengthy and 5 expensi�e site measurement, investigation and e�nination. 6 1.10 �TORAGE AND HANDLING 7 A. Storage and Handling Requirements S 1. Main.tain the job set of Record Documents compleYeI� prot�ctad from deterioratian 9 and fram loss and damage until completion af the Work and transfer af all recorded 10 data to the finaI Project Record Doeuments, 11 2. In the event of loss of recorded data, use means necessary io again secure �e data 12 to the City's approval. 13 a. In such case, pro�ide repZacements to the standards originalIy required by the 14 Cantraet Documents. 15 1.11 FIELD [�ITE] CONDITIONS [NOT USED] 15 �.12 WARR:A,NTY [N�T USED] 17 PART 2 - PRODUCTS 18 �1 OWNER-F1[]RNI�HED Iox] �WNER-SUPPLIEA PRODUCTS �N{UT TJSED] �9 20 21 22 23 24 25 26 27 ;�� :i �CK��'� � � �z.�r��_.�_�� A. Job set I. Fromptly following receipt of the Notice to Proceed, secure froin the City, at no charge to the Contractar, 1 complete set of aIl Documents comprising the Cantract. B. Final Record Docu�nents 1. At a time nearing the completion of the Work and prior to Final Inspec�ion, provide the City 1 complete set of all Final Record Drawings in the Contract. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QiJALITY CONTROL [NOT USEDI 28 PART 3 - EXECUTIDN 29 3.1 INSTALLER� [NOT USED] 30 31 32 33 34 35 3.� EXAMINATION [NOT U�ED] 3.3 PREP�RATION [NOT USED] 3.4 MAINTENANCE DOCUMENTS A. Maintenance flf .Tob Set 1. Immediately upon receipt of the j ob set, identify each of the Documents with the title, "RECORD DOCL]MENTS - JOB SET". CITY DF FORT WORTH Intersection Improvements at Bonds Ranch Road & FM 156 STANDARD CQNSTRUCTION SPECIFICA'I'ION I�OCUM�NTS CPN 101009-2 Revised 7uly 1, 2011 � Ol7$39-3 PR07ECT RECaRD DOCUM�'hIT'S Page 3 of4 1 2. Preservation 2 a. Considering the Contract completion time, the probable number of occasi�ns 3 upon which the job set must be taken out for new entries and for examination, 4 and the conditians under whic� ihese acti�ities wiIl be performed, davise a 5 suitable methQd for pratecting the job set. 6 b. Do not use the job set�%r any purpose except entry of new data a.nd for review 7 by the City, unCil staxt of transfer of data to final Project Record Dacumenis. 8 c. Maintain fne job set at the site of work. 9 3. Caordination wit�i Canstruction S�rvey 10 a. At a minimum, in accordance with the inte,rvals set �artla in Section O 1 71 23, 1 T clear�y mark any deviations from Contract Documents associated with i2 installation of the infrastructure. 13 14 15 16 17 18 19 20 4. Making entries on Drawings a. Record atiy deviations from Contract Dacuments. b. Use an erasable colored pencil (not ink or indelible penr.il), clearly descrxbe the chang� by graphic Iine and not� as required. c. Date aIi entries. d. Call attention to the entry by a"cloud" drawn around the area or areas affected. e. 1n the event of overlapping changes, use different colors for the ov�rlapping changes. 21 5. Conversion of schematic layouts 22 a. In some cases an the Dravvings, arrangements of conduits, circuits, piping, 23 ducts, and similaa' items, are shown schematicaIly and are not intended to 24 porixay precise physical Iayout. 25 j) Fina1 physical arrange�ent is determined by the Contractor, subject to the 26 City's approvaI. 27 2) However, design of future mo.dificaiions of the facility may require 28 accurate it�ortnation as to the final physicallayout of items which are 29 shawn anly schematically on the Drawings. 30 b. Show an tiae j ob set of Record Drawings, hy dimension accurate to within 1 31 inch, the centerline of each run af items. 32 1) Final physical arrangement is determined by the Contractor, subject to the 33 City's approval. 34 2) Show, by symbol or note, the vertical locatian of the Item ("under slab", "in 35 ceiling plenutn", "exposed", and the like). 36 3} Make alI identifcation suff'iciently dascripti�e that it may be related 37 reliably ta the Speciiications. 38 c. The Criy may waive ihe rec�uirernents far conversion of schematic layouts 39 where, in the City's judgmen.t, conversion serves no useful purpose. However, 40 cio not rely upon waivers being issued except as specifically issued in writing 41 by the City. 42 S. Final Project Record Documents 43 1. Transfer of data to Drawings 44 a. Carefully transfer change data shown on the j ob s.ei of Record Drawitags to the 45 corresponding final dacuments, coordinating the changes as required. 46 b. Clearly indicate at each affected detail and other Draruing a full description of 47 changas made during construction, and the actual location of items. CITY OF FORT WORTH Intersection Impruvemer�ts af aonds Ranch Road & FM 156 STANDARD CON3TRUCTTON SPECIFICATION DOCUMENTS CPN 101009-2 Revised 7uly 1, 2011 OI7839-4 PR07ECT RECORD DOCUMENTS Page 4 of4 1 2 3 4 5 6 7 8 9 l0 11 12 13 14 15 16 17 1S 19 20 21 22 23 24 25 c. Call attention to eac]� entry by drawing a"eloud" around the area or areas affected. d. Make changes neafly, consistently and with the proper media to assure Iongevity and c3ear reproduction. 2. Trans�er of data to other DQcuments a. Zf the Documents, o.ther than Drawings, have been kept clean during progress of tha Woxk, and if entries therean have been ord�rly to the appro�al of the City, the job set of those Doeuments, other than Drawings, will be accepted as final Record Documents. b. If any such Document is not so approved by the City, secure a new copy of that Dacu�nent fro�n the City at the City's usual charge for reproductian and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE�INSTALLATION [NOT USED] 3.7 FIELD [vR] S�'E QUALITY C�N TROL [NOT USED] 3.8 SYSTEM STARTU� [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT i]��ED] 3.l 1 C�OSEOi7'I' AC'�IVITIE� [NOT USED] 3.12� PROTECTION [NDT USED] 3.13 MAiNTENANCE [NOT TJSED] 314 ATTACHM�NTS [lv0'T USED] END OF SECTION Revisian Lag DATE NA.IvI� SUMMARY OF CIIANGE 26 CIT1' OP FORT WORTH Intersection Impraveanants at Bonds Ranch Road & FM 156 3TANDARD CON511tUCTIpN SPBCIFICATION BOCiJMEIVTS CPN 101009-2 Revised 7uly 1, 2Qll 3�zsi6-1 UNCT,ASSIFIED EXCAVATION Pagel of5 �a 3 PART1- GENERAL 4 1.1 Si7MMARY 5 A. Sectian Includes: 6 7 8 9 10 11 12 13 I4 15 16 17 18 19 20 sECTioN �� z� i� UNCLASSI�'I�D EXCAVATION 1. Exca�vate areas as shown an the Drawings or as directed. Rezna�al of materials encountared to the lines, gades, and typical sections shown on the Drawings and removal from site. Excavations �nay include construction of a. Raadways b. Drainage Channels c. Site Excavation d. Excavation for Structures e. Or any ather operation involving the excavatian of on-site materials �. Deviations from this City of Fort Warth Standard Specification 1. 1.2.2 Egcavation h Se�rve ed uanti deleted C. Related Speeification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Farms and Conditions of the Contract 2. Division 1— General Requirernents 3. Section 31 23 23 — Bo�row 4. Sectinn 31 24 00 — Embankments 21 1.2 PRTCE AND PAYMENT �'ROCEDUR.ES 22 23 24 25 26 27 2$ 29 3D 31 32 33 34 35 36 37 38 39 40 41 �2 A. Measureinent and Payment 1. Excavatinn by Plan Quarrtity a. Measurernent 1) Measurement iaz' tkzis Iiem shall he by the cubic yard in its final positipn using the average and axea method. Limits Qf ineasurement are show�a an th.e Drawings. 2) When measured by the cubic yard in its iinal position, this is a plans quantity measurement Item. The quantity to be paid is the quantity shown in the proposal, unless modified by Articl� 1 l.04 af the General Conditions. Additional measurements or calculatians wil! be made if adjustments of quantifies are required. b. Payment 1) The work perfarmed and mater�als furnislaed in accordance with this Item and measured as provided under "Measurement" will be paid far at the unit price bid par cubic yard of "Unclassified Excavation by Plan". No adciitional cornpensation will be allowed for rock or shrinkage/swell factars, as these are the Contractor's z'espor�sibility. c. The price hid shall incIude: 1} Excavation 2) Exca�ation Safety 3} Drying GITY pF FORT WOATH ]ntersection ]mprovements at Bonds Ranch Road & FM 156 3TAN]�AItD CpNSTRUCTIQN SPECiFICAT`ION DOCUMENTS CPN 101009-3 Revised January 28, 201 � 31 23 I5 - 2 UNCLASSIFIEd EXCAYATION Pa�e 2 o.f 3 I 4) 2 S) 3 5) 4 7) 5 8) 6 9) Dust Control Reworking or replacing the ovez' excavateci material in rock cuts Hauling Disposal of excess material not used elsewhere onsite Scarification Clean-up 7 . 8 � � �re „+ 9 10 �w��.iw:Lu u.,� +::L uY.,� ..a ,. �;�o a��,,,a .6 � . 11 12 13 14 ,,, -rt,,, r�„�.,...,.c�,,.. sti ,,o ;,� f ,. +�,., „�.;,, «a., ,.��.. ,,,.,,a ,�,..�„ .,, •+f y VIJAALA4AVLV1 vrm 1s 16 1? ....,��K...�..,, .�� .,u�.,,,i..t � �, +�, � • V � �HALLLI+U lJ;'�'L2'Ili1II�S�dGf 1 S b. �e� 19 20 �t�eas��ed as��a��t�e�=a�� `�:.-��e�t"��r� t�o=�� 2.1 ��' 6�kd�6��C[�B�i ��TT.,...1.,,..,;�.,.7 t�<..,.,....r,..., l.� O„«.,,...?� 22 Tl,� .. ... L...d ..1....71 :.,,.1,..7..� �. Z3ll ��....,:..,+..,., z� 25 �-} B�i�g 2b 27 1� �„ �: u: � y � o �., � f�.,. �. -- ..� aab v ut, �,. ,i � +•7 f 1 L + �aav v r'vi �i.i�vw=v�uiw�czixizticiiccriiaivva�vcic3 28 � 29 '?� �A��,:. �_.,�aw,.e�� ..,.,,-ew...i r,,t , „a „�.,.,,,,,�..,.,. ,. ,.;+„ 30 �}��3��te�'t 31 �3}--C�-ea� 32 1.3 REFERENCES [NOT U�ED] 33 A. Deiinitions 34 1. Unclassitied Excavation — Withput regard to materials, all excavations sl�all be 35 cnnsidered unclassified and shall 'vnclude all materials excavated. Any reference to 36 Rock or other materials an tI�e Drawings or in the specifications is solely for the 37 City and the Cantractnr's inforir�ation and is not to be taken as a classifieation of 38 the exca�vation. 39 1.4 ADMINSTRATIVE REQiJIREMENTS 40 A. The Contractor wi11 provide the City with a Disposal Letter in accardance tp Division 41 O1. CITY OF FORT WpRTH Intersection Improvements at Bonds Ranch RoaB & FM ] 56 STANDARD CONSTRUCTION SPECIFiCATION DOCl3MSNTS CPN ] 01009-2 Revised January 28, 2013 3�zsis-3 UNCLAS31FIED EXCAVATION Page3 af5 ,�, 1 1.5 SIISMETTALS [NOT USED] 2 1.6 ACTION �UBMITTALSIINP� ORMATIONAL SUBMITTALS [N4T U�ED] 3 1.7 CLO�EOUT SUSMITTALS [N�T USED] 4 1.$ MAINTENANCE MATER,�AL SUBMITTALS [NOT USED] 5 L.9 QUALITY ASSURANCE 6 A. Excavation Safety 7 1. The Contractor shall be solely responsible for making al3 excavatians in a safe 8 manner. 9 10 11 12 13 14 l5 16 17 18 19 20 21 22 23 24 2S 2b �7 28 29 2. All excavation and related sl�teeting and bracing shall comply with tkze requirements of O.SHA excavation safety standards 29 C�'R pa�rt 192b and state requiremen#s. 1.10 DELIVERY, STORAGE, AND HANDLING A. Storage 3. Within Existing Rights-of-Way (ROVi� a. Soil may be stored within e�sting ROW, easements or temporary construction easements, unless specifically disaIlnvved in the Co�ixact Dacuments. b. Do not black drainage ways, inlets or dri�ve�vays. c. Provide erosian control in accordance with Section 31 25 0�. d. When tbe Work is perfo:rm�ed in active traffic areas, store materials only in areas harricaded as provid�d in the traffic control plans. e. In non paved areas, do iiot store material an the root zone of a.�y trees or in landscaped areas. 2. Designated Starage Areas a. If the Contract Dacuzn.ents do not allow the storage of spoils within the ROW, easement or temporary constructian easement, then �ecure and rr�aintain an adequate storage location. b. �'rovide an af�tdavit that rights have been secured to store the materials on private property, c. Pra�ide erosion contral in accordance with S�ction 31 25 00. d. Dp not block drainage ways. 3Q l.11 FIELD C4NDITIONS 31 32 33 34 35 36 A. Existing Canditions 1 � Any data which has been ar may be pr�vided on subsurface cnnditions is not intended as a representation or warranty of accuracy or continuity b�twe�n sails. It is e�€pressly understood that neither the City nor tha Engineer wi11 ba responsible for interpretations or co.nclusions drarun there from by the Contractor. Data is made auailable %r the convenience of tl�e Contractor. CITY OF FORT WORTH Intersection Improvements at Sonds Ranch Road & PM 356 STANDARD CONSTRiJCTIQN SPECIFICATION DQCUMENTS CP1V 1D1Q09-2 Ttevised 7anuary 28, 2013 31231fi-4 LINCLASSJPIEIJ �3CCAVATION Page4 of5 1 � 1.12 WARRANTY [NOT USED] �ART 2 - PRODIICTS [NOT UBED] 3 2.� OWNER-F[JRNISHED [NOT USEn] 4 �,.� PRODUCT TYPES AND MATERIALS 5 A. Materials 6 1. Unacceptable Fill MaYerial 7 a. In-situ solls classified as ML, MH, PT, OL or OH in accoz'dance with ASTM 8 D2487 9 PART 3 - EXECUTION 10 3.1 INSTALLERS [NOT USED] 1 ] 3.� EXAMINATION [NDT IISED] 12 3.3 PREPARATION jNOT USED] 13 3.4 CONSTRUCTI�N 14 A. Accept awnership of unsuitable or excess material and dispose of material off-site 15 accorda�lce with loc,al, state, and federal reguiations at laca#ions, 16 B. Excavations sha11 be performed in. the dr}r, and kep# free fram water, snow and ice 17 during construction with eh exception of water that is applied for dust contral. 18 C. Sepaxata Unacceptable Fill Material fram other materials, remove fram t�e �ite azzd 19 properly dispose according to dispasal plan. 20 D. Maintain drainage in the excavated axea to avoid damage to the raadway sections and 21 propased or existing struct-ures. 22 E. Correct any damage to the subgrade caused by weather, at no additionaI cost ta the 23 C ity. 24 F. Slaape slopes ta avoid laosening rnaterial below or aufsid� the proposed grades. 25 Remove a.�d dispose of slides as directed. 26 G. Rock Cuts 27 1. Excauate to finish grades. 28 2. In the event of over excavation due to contractor errar belaw the linas a;t�d gt'ades 29 established in the Drawings, use approved einbankment material campacted in 30 accordance with Section 31 24 O(i to replace tha over excavated at no additional 31 cast to city. 32 H. Earth Cuts 33 1. Excavate to finish subgrade CITY OF FORT WQRTI-I Interscction Itnprovements at Bonds Rancl� Raad & FM 15b STANDAI2T) CONSTRUCTIOAT SPECIFICATTOM DOCiJIt�hfTS CPN ] Ol OQ9-2 Revised 7anuary 28, 2013 7 _ d 1 2 3 4 5 6 7 8 9 f0 11 12 13 14 15 16 I7 18 19 20 21 312316-5 UNCLASSIFIED EXCAVATION Page 5 oF 5 2. In the event of over excavation due to contractor errar below tha lines and grades establisned in the Drawin.gs, use apprflved embarikment material campacted in �ccordance with Section 31 24 00 to replace the over excavated at no additional cost to City. 3. Manipulaie �nd compact subgracie in accordance vwith Section 31 24 00. 3.5 REPAIR [NOT USED] 3.6 RE-INSTALLATION �NOT USED] 3.'� FIELD QUALITY C4NTROL A. Subgrade Tolerances I. Excavate to within 0.1 foot in all directions. 2. Tn areas of over excavation, Contractor provides fill maierial approv�d by ihe City afi no expanse to the CiTy. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING �NOT USED] 3.7.Q CLEANING [N�T USED] 3.l 1 CLOSEOUT ACTIVITXES [NOT USED] 3.12 PROTECTION [N4T USED] 3.13 MAINTENANCE [N4T iTSED] 3.14 ATTAC�NT� �NOT USED] END OF SECTI�N Revision Lag DATE N11ME ST.TNavIt�RY OF CHANGE 12120/2D12 TJ. dohnson 1.2 - Measuremeirt and Payment Section modified; Blue Text added for clarificatian 1128/13 ]�. 7ohnson 1.2 —Mod'zfred Bid Item names in payment section to dii%rentiaEe between PaymenY Met�ads on bid list. GITY OF FOBT WORTH Intersectinn imprnvements at Bonds Ranch Road & FM 156 STAlVDARD CONSTRTJCTION SPECiFICATIOIV DOCLJMEN'1'S CP'1V 10] 009-2 Rer+ised January 28, 20i 3 312323-1 BORROW Fage 1 of 5 1 z 3 PART1- GENERAL 4 1.1 SiTMMARY 5 A. 5ection Includes: 6 7 SECTION 3123 23 so�xow 1, Furnish, ptace and compact Borrow inaterial fox gradin.g. B. Deviations from th�s City of Fort Worth Standard Sp.eciftcation 8 1. 1.2.2 Borrovw bv Surveved Uuantiiv deleted 4 �. ].�.3 Bat-rQw bv DeliverX Quantitv deleted 10 G Related Specifcatzon Sections inelude, but are not necessarily limited to: 11 1. Divisian D— Bidding Requirements, Conl-�act Forms and Condi#ions of the Coniract 12 2. Division 1— G�neral Requirements 13 3. �ectiqn 31 23 I6 — Unclassified Excavatioil I4 4. Sectian 31 24 f}0 — Embankments 15 1.2 PRICE AND PAYMENT PROCEDURES lb 17 18 19 20 21 22 23 24 25 �b 27 28 29 30 31 32 33 34 35 36 37 38 39 40 �I 42 43 A. Measurement and Fayment 1. Borrow by Plan Quantity a. Measurement I) Measureinent for this Itein sha11 be by the cubic yard in its fi�zal position using the a�r�rage end area metho.d. Limits of ineasurement are sho�n on the 17rawings. 2} When measured by the c�bic yard in its final position, this is � plans quantity measurement Item. The quantity fo be paid is the quantiiy shown in the praposal, unless modified by Article 11.04 af the General Conditions. Additional measuretnents ar calculations will be mad'e if adjustments of quantities are required. h. Payment l) The wark performed and materials furnished in accordance wifh this Itein aud :measured as provid�d under "Meas�.u•emenY' vviIl be paid far at t��e t�xiit price bid per cubic yard of "Borrow by Plan" for the various borrovw rnaterials. No additianal compensation will be allowed for rock or shrinkagelswell factors, as these are th� Contractor's responsibility. c. The price bid shall include: 1} Transporting ar hauiing material 2) Furnishing, placiag, compacting and finishing Borrow 3} Construction Water 4} Aust Control S} CIean-up 6} Proof Rolling 7) Disposal of excess or waste material 8) Rewarking or replacement of undercut material �. r,ra e �+ CI'TY OF FORT WORTH Intersection Improvements at Bonds T�aneh Koad & Pi� 156 STAIVDARI7 CONSTRUCTION SPECIFICATIONDpCIJMENTS CPN ]01009-2 Ravised 7anuary28, 2013 312323-2 Bo�xaw Page 2 of s ll, 1 i� r�rd .,+ �«+H;� Tfe ��,.,n �.a_�„rfb w' ru :.. :�.0 :: ."' w?t.y_. `*" N ` � Z 1 1 t.� +F,e «..1 ��: ��.��.�':.�..`L "�-n �oi—ovi'-ipvo 3 r rrt� r-�•�. :�i ..� . .,.�.,.. ..... U.,.� :�.��,'��. �:�� : ,� �y �. . 5 b� rrt,e r�,.rf,.�,..,.,., a�� L.., ta �,,,.+t�e ,.I.;,._ ..a.. ,.�,� ;..v,. ...u�ti...,l 7 ...,1..,.T..+,..� ..., �t,.. .d,'FF .,.,...� l.e+.<,ve„ +b.a i�=... „ $ g.,f� ..1..,.i.,+e.7 l,. +1-.� � . . 14 � 11 12 a�e��-e�-�seA-�e�Pr4ea�e� ..�" ., �.. ,... �...:» t.,. ..� � .., .u.. � 13 " " • 14 .,\ 'f7., � i7i. o c�aaiasu ISSr 'rL.,, A l..a �t,.,71 ;,,..1,��i� 16 I7 , , l8�� n,.,,�+�,,..�;,,r «r to� 19 n r r��i, 20 >> r�„�+ �,.,,�..,.t 21 �l D«...,�D..1T:,,,Y ZZ^7\ 71;., .,1 �f o ..4.� i� v,,.'.a.� 23 4� ne .,.,., „+ „�, ,,ao „+,,,.n�„+�lRUA 24 25 2b 27 28 29 30 31 32 33 34 35 3b 37 38 39 44 41 42 43 ■ � � ,.,r.t,s�rsr.-'e:s . . . _ .. . - - � . . .. . . _ 44 1.3 RE�+ERENCES 45 A. Reference Standards 4b 1. Reference standards cited in this Specificatio.n r�fer to the current reference 47 standard pubIished a# the time of the lat�st revisian date logged at the end of th�s 48 Sgeciiicafiion, unless a date is sgecificaIly cited. CITY OF FORT WOiiTH lntersection Impro�ements at Bands Ranch Road & FM 156 STAIVDt1RD COI+€STRUCTION SPECIFICATION DOCUMENTS CPN 10iU09-2 Revised January 28, 2013 312323-3 BORROW Page 3 pf 5 1 2 3 4 5 6 7 8 9 10 1.4 2, ASTM 5tandards a. ASTM D2487, S�andard Practice for Classification of 5oils for Engi�,eering Purposes (Unified Sozl Classification System) b. ASTM D4318-10, Stai�dard Test Methods for Liquid Lirnit, Plastic Limit, and Plasticity Indea� of SaiIs c. ASTM D6913, Standard Test Methods for Particle-Size Distribution {Gradatian} af Soils Using �ieve Analysis d. ASTM D698, Standard Test Methods for Laborator}� Cornpaction Ck�aracteristics of Soil Using Standard Effort (12,400 ft�lbf/ft3) ADMiNXSTRATIVE REQUIREMENTS [NOT USED] 11 1.5 SUBMITTALS T2 A. Submittals sha11 be in accordance with Secfion 01 33 00. 13 B. All subrnittals shall be appro�ed by the City prior to construct�an. 14 C. Submit laboratory tes#s reports far each soil borrow sourc� us�d tn supply g�neral 15 borrow and seleci fill materials. 16 1.6 ACTION SUBNIITTALS/INRORM�LTIONAL SUBMiTTALS 17 A, Shop Drawings 18 1. Stockpiled Borrow material 14 a. Provide a description af the starage of the delivered Borrow material anly if the 20 Canfract Docuzn�nts do not allow storage of materials in tl�e right-of-way of the 21 easement. 22 l.7 CLOSEOTJT SUBNIITTALS [NOT USED] 23 7..8 MAINTENANCE MATERIAL STTBMXTTALS [NOT IISED] 24 1,9 QIIALITY ASSURANCE 25 A. Barrow material shall be testecf prior to delivery to the Site. 2G 1. Provide Proctor Test r�suIts, Gradation and Atterberg Limits for Borrow material 27 fro� aaeh source. 28 a. All testing listed above sha11 he performed in terms of ASTM D698, A5T'M 29 D6913 and ASTM D4318-10 respectively. 30 31 32 33 34 35 3b 37 38 39 40 1.10 DELIVERY, STOR.AGE, AND HANDLING A. Delivery 1. Coordinate a11 deliveries az�.d haul-off. B. Storage 1. Within Existing Rights-of-Way (ROVi� a. Borrow inaterials may be stored withul e�sting R4W, easeinents ar fez�porary construction easements, unless specifically disallowed in the Contract Docuzn.ents. b. Do not block drainage ways, in2ets or driveways. c. Provide erosian controi in accnrdance with 5ection 31 25 00. d. Store �naterials anly in axeas barriaaded as pro�ided in the traffic cantrol plans. C1TY Ok' FORT WORTI-I Tntarseetion Improvements at Bonds Ranch lioad & FM 15fi STANDARD CONSTRUCTIaI�I SPECTFICATIONDOCiJMEAiTS CPN lO1QQ4-2 Revised danuary 28, 20i 3 sia�a3-4 ao�ow Page 4 of S i 2 3 4 5 6 7 8 9 1Q 11 12 13 I4 e. In non-paved areas, do not store material on the root zone of any trees ar in landscaped areas. 2. Designated Storage Areas a. If the Contract Dacuments do not allaw the storage of Borrow materials within the R�W, ease�ent ortemporary construction easement, then secure and maintain an adequate storage location. b. Provide an affidavit that rights nave be�tt secured to store t��e materia�s on private property. c. Provide erosion control in accardance;with Section 3l 2S OQ. d. Do not block drainage ways. e. Only materials used far 1 working day will be a1lowed ta be stored in the work zone. I.11 FIELD CONDITIONS [NOT USED] 1.1� WARRANTY [NOT iiSED] l5 PART � - PRODUCTS 16 �..1 OWNER-TURNISHED [NOT USED] 17 2.2 PRODUCT TYPES AND MATERIALS 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 A. Bflrrow 2. 3. 4. 5_ 1. Additional soil beneath pauements, roadways, foundations and other str�ctures required to achieve the elevatians shown on the Drawings. Acceptable Fiil Material a. In-situ or imported soils classified as CL, CH, .SC or GC in accordance vaith ASTM D2�87 b. Free from deleterinus znaterials, boulders over 6 inches in size and organics c. Can be pIac�d free from voids d. Must have 20 percent.passing the number 200 sieve Blended �ill l�aterial a. In-situ soils ciassified as SF, SM, GP nr GM in accordance u�ith ASTM D248'1 b. Blended with in-situ or imported Acceptable Fill material to meet the requiremer�ts of an Acceptable Fili Material c. Free from deleterious materials, boulders over 6 inehes in size and organics d. Must have 20 percent passing the numbEr 200 sieve Select Fill a. Classified as SC nr CL in accordance with ASTM D2487 b. Liquid limit less than 35 c. Plasticity indax befween S and 20 Cement Stabilizeci 5and {CS5} a. Sand or silty sand h. Free of clay ar plastic xnaterial c. Minimum of 4 percent cement content of Type I/II gortlar�d cement d. la0 to 154 psi compressive strength at 2 days in accordance with ASTM D1633, Method A CTTY OF PORT WORTH Interseatiqn Lnprovements at Bonds Ranch Road & FM 156 STANDARD CONSTRUCTIO�T SPEC�ICATION J�OCUMENT3 CPN ]01009-2 Revised 7anuary 28, 2013 312323-5 BOTiROW Page 5 of 5 1 e. 200 io 25D psz cornpressive strength at 23 days in aceordance with ASTM 2 D1633, Method A 3 £ Mix in a stat�oi�ary pug mill, weigh-batch oz• cantinuous mixing plant 4 �.3 ASSEMBLY OR FABRICATION T�LERANCES [NOT USED] 5 2.4 ACCE�SOR.IES �NOT USED] 6 2.5 SOURCE QUALITY CONTROL [NOT USED] 7 PART 3 - EXECUT�ON S 3.� INSTALLERS [NOT USED] 9 3.2 EXAMINATION [NOT USED] 10 3.3 PREPARATION [NOT US�D] 11 3.4 INSTALLATION 12 A. All Borrow placement shall be performed in accordance to Section 3I 24 00. 13 3.5 REPAIR [NOT U�SEDj 14 3.6 RE-INSTALLATION [NOT U�ED] 15 3.9 �'7ELD QIIALITY CONTROL 16 A. Fzeld quality control will be p.erformed in accordance to Sectio� 31 24 Q0, 17 3.$ SYSTEM STAR'l'UP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT U�ED] 2d 3.11 CLOSEOUT ACT�TIES [NOT USED] 21 3.12 PROTECTION [NDT U�ED] 22 3.13 MAINTENANCE. [N4T i7SED] 23 3.14 ATTACHMEN'TS [NQT USED] 24 END OF SECTIQN Revision Log DATE N�ME SUM��fARY OF CHANGE 12/20/2012 D. Johnson 1.2 - Measnreraent and Payment 5eetion modified; BIue Text added for clarifcation I/28/13 D. 3ohnson �•� — Modified Bid Item names in payment section tn differentiate between Payment I�Iethods on bid lis#. 25 C1TY OF FORT WOIt"li] Intersection Improvements at Bonds Ranch Road r3t FIVI 156 5TA1V17AR17 CON5TRUCTIpN SP�GTFICATTOIV DbCiJMENTS CPN 101004-2 Re�ised January 28, 20.13 31240D-1 EMB.4NKh�NTS Page 1 af9 � 1 2 3 �ART 1- GENERAL 4 1.1 SUIVIlI7ARY 5 6 7 8 9 1D lf 12 13 14 1S 16 17 18 19 SECTZON 31 �4 DO EMBANKMENTS A. Section Includes: 1. Transporting and placement of Acceptable Fill Material within the boundaries of the Site for canstruction af: a. Raadways h. �mbankments c. Drainage ChanneIs d. Site Grading e. Any other operation invalving �he placemenY Qf on-site materials B. Deviatians from this City of Fart Warth Standard Speci�cation 1, 1.�.2 Embankments bv Surveved Qnantit� C. Related Specification 5ections include, bnt are not necessarily limited to: 1. Division 0— Bidding Requirements, Cot�taract �orms and Conditions of th� Contract 2. Division 1— General Requirements 3. Section 31 23 1 b— Unclassified Excauation 4, 5ection 31 23 23 — Borro-w 20 1.2 PR'ICE AND PAYMENT PROCEDURES 21 22 23 24 25 26 27 2S 29 30 31 32 33 34 35 36 37 38 39 40 41 42 A. Measurement and Payment 1, Embankments by Plan Quaniity a. Measuremeni 1) Measurement for t�is Item shall be by the cubic yard in its final �osition using the average end area rnethad. Limits of ineasurernent are shown on the Drawings. 2) When measured by the cubic yard in its final positinn, t�is is a plar�s quantity measurement Item. The quantity to be paid is the quaniity shown in the proposal, unless madified by Article 11.D4 of the General Conditians. Additional measuremenis or calculations wili be made if adjustments of quantities are required. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per cubic yard of "Embankment by Plan". No additional compensation wilI be ajlow�d fnr rock or sh�'i�kage/swell factors, as fhese are the Contractor's responsihility. c. The price bid shall include: 1) Transporting ar hauling material 2) Placing, campacting, ar�d fuushing Embankment 3) Construction Water 4) Dust Control C1TY OF FORT WQRTH Intersectinn Improvements at Bonds Ranch Road 8c FM 156 STANT]AftD COIVSTRiiCTIQN 5PECIFICA'1"IbNDOCUMENTS CP1V 1DlOD9-2 Revised 7anuary 28, 2U13 3] 2400-2 EIv[BANKivIENTS Pagc2 af9 1 5) Clean-up 2 6) Proof Rolling 3 7) Disposal of e�cess materials 4 8� Rewarking or replaceinent af undercut material 5 . � na. h R.. ,..+ % g �.::- :t..�.;�.. �..,� +�iv u v va .-..i .. �:+o e+4...,-1 ,..i.b .� u�" , 9 •,; Th� r`: J' ;,'�i�,�:�v.... u.� �...��v., n ti�n e,�o �.�� s.�n ,.to.,,.a,� I.0 . 11 12 13 .,u.��:w�� u� �H., a,�,,..,,.,,,., �. + ��.e f.. v µy11yA VAlVV l/V4'Y . 14 15 , 16 �� 17 18 �r��-as-��a�=�de�i u��er ``�n4��e�e�t'��e-��-€e�-��e�ri� 14 " �� za �. —��+E�� 21 22 , , 23 24 n t n,,.,+ r.,r�...,,i 25 �}--C�ea� 26 �}-�e�g 27 ;�} B�s�c-��a�are�s;-��«� 28 .T'_�..�:'..: . ^ i„^.,,.,.,,.�, �� s � . F, Has .,r- �.., + t iy� µ4LA�AV114 V 29 1..3 REFERENCES 3D A. Reference Standards 31 32 33 34 3S 36 37 38 39 40 41 42 43 44 45 46 47 1. Reference standards cited in this speci�cation refer to the current reference standard pubIished at the time of the latest revision date logged at tl�e end of this specification, unles,s a daie is specifically cited, 2. A�TM Standards a. ASTM D431S-10, Test Proced�zre far Determining Liquid Limit, Plastic Limit, a�id Plasticity Index of Soiis b. ASTM D4943-08, Standard Test Me�hod far Si�rinkage Factors of Soils by the Wax Method c. ASTM D698-07e1, Standard Test Methods for Laboratory Compactian Characteristics of Soil Using Standard �ffort d. ASTM D1557-04, Standard Test 1Vlethods for Laboratory Compaction Characferistics af 5oi1 Using Modified �ffort e. A�TM D7382-08, Standard Test for Determination of Ma�imum Dry Unit Weight and Water Cantent Range for Effec�iva Compaction o�Granular Soils Using a Vibxating Haznmer f. A�TM D1556-07, Standard Test for Density and Unit Weight of Sail In�l'lace by ihe Sand Cone Method CITY OT FORT WORT7T Intersection Improvements at Bonds Ranch Road & FM 156 STAN17ATtU CONSTKUCTION SPECIFICA.TION DOCUMENTS CPN 1d1009-2 Revised January 28, 2013 312400-3 EMBANK,MENTS Page3 of9 1 1.4 ADMINSTRATNE REQUIREMENTS 2 A. 5equencing 3 1. Sequen.ce �ark such that calls of prnctars are cornplete in accordance with ASTM 4 D698 prior ta caxnmencement af consiruction acti�ities. 5 1.5 SUBMITTALS 6 A. Submittals shall �e in accordance with Section Q1 33 00. 7 B. All suhmittals shall be approved by the City prior to consfructian 8 1.6 ACTX�N SUBMITTALSIIN�ORMATIONAL SUBMITTALS 9 A. Shap Dra�,vings 10 1. Stockpiled material 11 a. Pro�ide a descriptian of the storage of the excavated material only if the I2 Contract Documents do not allow storage of materials in tlae right-of-way or the I3 easement 14 1.'� CLOSEOUT �UBMZTTALS jNOT USED] 1S 1.8 MAINTENANC`E MATERIAL SUBMITTALS [NOT USED� 16 1.9 QUALITY ASSURANCE [NOT USED] 17 110 DELNERY, STORAGE, AND HANDLING 18 19 2fl 21 22 23 24 25 26 27 2$ 29 30 31 32 33 34 35 3G 37 38 39 4fl �1 A. Storage 1. Within �xisting Rights-af-Way (ROVi� a. Soil may be stored within e�sting ROW, easements ar temporary construc#ion easem.eXits, unless specifically disallowed in the Contract Docutnents. b. Do not block drainage ways, inlets or dz'iv�ways. c. �'rovide erosion control in accordance with Sectzan 31 25 OQ. d. 1Nhen the Work is performed in active traf'fc areas, sfore materials only in areas harricaded as provided in fh� tr�c control plans. e. In non-paved areas, do noi store material on the root zone of any trees pr in landscaped areas. 2. Designated Storage Ar�as a. If the Contract Documents do nof aIlow the starage within the R�W, easement or temporary constructian easement, then secure and maintain ary adequate storage location. b. Pro�ide an affidavit that rights have been secured to store the materials an private property. c. Provide erosion control in accordance with Section 31 25 00. d. Dd not block drainage ways. L1l FIELD CONDITION� A. E�sting Conditians 1. Any data which itas baen or may be provided on subsurface conditions is not int�nded as a representation or warranty of accuracy or confinuity between soils. It is expressly unders#Qod that ne.ither the City nor the Enginee:r will he responsible far interpretations or conclusions drawn ihere from by tY�e Contractor. C1TY QF FORT WORTFI Intersectian lmprovements at $onds RancEt Itoad & Fivl 156 STANDARD CQNSTRUCTTON SYEGIFICATION AOCU3vIENTS CPI�f 1Dl OQ9-2 Revised 7anuary 28, 2Q13 3] 2400-4 �MBANKMENTS Page4 af9 1 � 3 2. Data is made available for tl�e convenienee of the Conf;�actor_ 1.f2 WARRANTY [NOT USED] PART 2 - PRODiTCT� 4 �.�. OWNER-FURNISHED [N0� USED] 5 �,.� PRODUCT TYPES AND MATER�AI�S 6 7 8 9 1Q 11 12 13 14 zs I6 I7 18 19 zo 21 2z 23 24 2S 26 27 2.3 A. Materials 1. Acceptable Fill Material � a. In-situ or imported soils classiiied as CL, CH, SC or GC in accordanc� with ASTM D2�87 b. Free fram deleterious materials, boulders over 6 inches in size and organics c. Can be pIaced free fram voifls d. Must haue 20 percen� passing the number 204 sieve 2. Blended Fi11 Matexial a. In-situ soils c�assified as GW, GP, GM, SW, SP, or SM in accordance wzth ASTM D2487 b. Blended �vith in-si#u or imparted acceptabI� bacl�'ill material to meet the requirements of an Acceptable Backfill Material c. Rree from deleterious matexials,�boulders over � inck►es in size and arganics d. Must have 20 percent passi��g the number 20Q sieve 3. Unacceptable Fill Material a. In-situ soils cIassifi�d as ML, MH, PT, t3L or OH in accardance with ASTM D2487 4. Select �'zII a. Classifed as SC ox CI, in accordanee with ASTM D2�87 b. Liquid limit less than 35 c. Plasticity index between 8 and 20 ASSEMBLY OR FABRICATION TOLERANCES [NOT USED] 28 �.4 ACCESSORIE� iNOT USED] 29 2.5 SOURCE QUALITY CONTROL [NOT USED] 30 PART 3 - EXECUTION 3I 3.1 INSTALLER� [NOT USED] 32 3.2 EXAMTNATION [NOT USED] 33 3.3 PREPARATION 34 A. �rotec�ion oiIn P1ace Canditions 3S 1. Paver�aent 36 a. Conduct activities in such a way that does not damage existing paveme:nt that is 37 designated to rema.in. CI'I'Y OP FORT WaRTH Intersection ImprovamenCs st Sands Ranch Road & FM 156 STr1N]7ATZD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101009-2 Revised January 28, 2013 312400-5 E3vIBA.t�TKMEIVTS Page 5 of 9 1 2 3 4 5 6 7 S 9 IO I1 12 13 14 15 16 17 18 19 20 21 22 23 24 b. Repair or replace any pavement dainaged due to the negligence of the cantractor autside the limits designafied far pavement removaI at no additional cost 2. Trees a. When op�raYrng outside of existing ROW, stake permanent and temporary constructzon easemen#s. b. Restrict all construction activitie5 to the designated easements and ROW. c. Flag and protect all trees designated to remain in accordanee with Section 31 10 fl0. d. CQnduct eml�ankments in a manner such ihat thare is no damage to the tree canopy. e. Prune or trim tree limbs as specifically allowed by the Drawings or as specificaIly allawed by the City, 1) Pruning ar 1�iinming may only be accomplished with equipment speci�xcally designed for tree pruning or trimming. 3. Above ground Structures a. Protect all above ground structures adjacent to the construction. 4. Traffic a. Maintain existir�g traffic, except �s inadif ed by the traffic control plan, and in accordance with Section 34 71 13. b. Do not block access to driveways or alleys for e�ended periods of time unless: 1) Alterriative access has been provided 2) P�oper notiiication has been provided to the property owner or resident 3) It is specifically allovved in the traffic cantrol pian 25 3.4 IN�TALLATxON 26 A. Embanknaents General 27 28 29 30 31 32 33 34 35 3G 37 38 39 40 41 42 �3 44 45 46 47 48 1. Placing and Campacting Emba�txient Material a. Perform fill operation in an orderly and systerriatic manner using equipment in proper sequence to meet the corapaction requirements b. Scarify and loasen the unpaved surface areas, except rock, to a dapth of at least b inches, unless otherw:ise shown on the Drawiags e. P1ace �ll on surfaces free fzfrom t�ees, stumps, roots, vege�ation, or ofher deleterious materials d. B ench slopes before placing material. e. Begin filling in the Iowest section or the tae nf the work area f, When filI is piaced direcYIy or upon older fi11, remove debris az�d any loase material and proof roll existing surface. g. At�er spreadzng the loose li$s to the required thickness and adjusting its moisture content as necessary, sitnultaneously recompact scarified material with th:e pIaced embankment material. h. Roll with sufficient number passes to achie�e the minimum required coinpaction. i. Frovide water sprinkled as necessary to ach.ieve requu'ed moisture levels for specified compaction j. Do not add additionallifts until the entire pravious Iift is properly compacted. 2. Surface Water Control a. Grade surface horzzontally but provide with sufficient longitudinal and transverse slope to allow for runoff of surface water frflm every point. CTTY QP FORT VJORTH Tntersection Improvements at Bonds Rancl� Road � FM 1S6 STANDART] COPlSTRUCTIp1V 3PECIFICATTOI�I 170CUM�NTS CPN 101009-2 Revised .lanuary 28, 2013 3izaoo-6 ��sArrxn��vTs Page 6 af9 1 2 3 4 S 6 7 8 9 10 11 12 13 14 15 16 17 18 19 za 21 22 23 24 25 26 27 28 29 34 3] 32 33 34 3S 36 37 38 Earth embanktnent is mainly composed of material other than rock. Construct embankments in successive layers, evenly distributing materials in lengths suited iar sprinkling and roIling. Rock or Concrete a. Qbtain approval frorn the City prior to incorporating rock and broken concrete prnduced hy tJ�e construction project in the lower layers of the embank.ment. b, No Rock or Concrete will be permitted in embankments in any location where future utilities are anticipated. c. When t�e size of ap.proved rock or broken concrete exceeds the �ayer thickness place the roe� and concretie autside the limits of the proposed structure or paveffient. Cut and remove alI exposed reinforcing steal fram iha broken concrete. 3. I1![ove the material dumped in piles ar windrows by blading or by sixnilar methods and incorporate it into uniform layers. 4. Featheredge or rr� ab.utfing layers of dissimilar material for at least 100 feet ta ensure there are no abrupt changes in tk�e material. S. Break down cIods or lumps of material and mix embankment untiI a uxaifoz�rn material is attained. 39 D. Rock Embankments 40 1, Rock embankment is mainly composed af rock. 41 2. Rock Embankments for roadways are only allowed when speci�cally designated �n 42 the Drawings. 43 3. Consiruc# roek embankments in successive layers for the full width of the roadway 44 cross-sectian wi�h a depth of 18-inches or less. b. Conduct fills sa that no obstruction to drainage from any other sectians of%11 is created. e. Install temporary dewatering sum.ps in lo�w areas during iilling where excess amounts of runoff callect. d. Compact uniformly throughout. Keep surfaces of fiil reasanably smootk and free from humps and hoIlows that would prevent proper uni�orzzt campaction. a. Da not place �'ill d�zring or shortly after rain events which pre�ent proper work placement of the materia3 and cnmpac�ion f. Prior to resuming compaction operatzons, remove muddy material off the surfaee to expose firm a:t�d co�npa�ted materials B. &nbankments for Roads 1. On1y Acceptable Fill Material �rill be allowed far roadways 2, Embankments for roadbeds sh�ll be constructed in layers apprnximately paralIel to the f nished grade of tl�e street 3. Construct generally to canform to the cross section of the subgade sectzon as shnwn i�i the Dravvings. 4. Establish grad� and shape to the typical sections shown on the Drawings 5. Maintain finished sectioz�s of embankinent to fihe grade and compaction requirelr�ents Ui�fi� fhe praject zs aecepted. C. Earth Embankments 1 2. CITY OF FORT WOTtTH Intersaetion Improvements at Bonds Raneli Road & FM I56 STANDARD �ONSTRUCTION SPECLFICATIDN DOCUMENTS GPN�1.O1�Q9-2 Revised January 26, 2013 312400-7 EMBANK MENTS Page7 oi4 1 4. 2 3 4 5. 5 6 6. 7 7. 8 9 $. ld 11 12 13 14 15 15 17 18 19 2f} 21 22 23 24 25 26 27 zs 29 30 31 32 33 The layer depth for large roc� sizes shali not exceed a depth of 18-inches in any case. Fill vaids created by tl�e large stone matrix with smaller stanes during the placement and filIing operations. Ensure the depth of the ernbankment layer is greater than ihe nna.�mum dimenGion of any rock. Do not place rock greater than I8-inches in its maxunum dimension. Constrnet the final layer with graded material so that the density and uniformity is in accordan.ce compaction requirements. The upper or final iayer of rock embatykments s1�aI1 cantain no material larger than 4 inches in their maximum dimensian. E. Density 1. Compact each layer until the maxrmum dry density as determined by AS`�M D698 is achieved. a. Not Under Raa�lway or Siructure: 1) areas to be compacted in tkze apen, not heneath any structure, pa�ement, flatwork, ar is a m;nimum of lfoot autside of the edge of any structure, edge of pavemeut, or back of curb. a) Compact each lay�r ta a minitnum of 9Q percent Standard Proctor Dens iiy. b. Embaukmen�s under future paving: 1) Compact each layer to a minimum of 95 percent standaird proctor density with a moisture contez�t nat to exceed -I-q� percent or -2 percent of optimum moisture oz as indicated on the Drawings c. Embarikments under structures: 1) Cornpacted each layer as indicated on the Drawings F. Maintenance of Moisture and Rewarking 1. Maintain the density at�.d maisture content once all requirements are rnet. 2. For soils with a�I greater than 15, maintain the maistuz'e cante�t no Iower than 4 perceniage paints below optimum. 3. Rewark the material ta nbtain tize specified compaction t�ha:n the material loses the requu�d stabiIity, density, moisture, Qr �inish. 4. Alter the c�mpactian methQds and procedures on subsequent work to obtain speeified d�nsity as directed by the City. 34 3.5 REPAIR [NOT USED] 35 3.6 RE-INSTALLATION [NOT USED] 36 3.'7 FIELD QUAILITY C4NTROL 37 3$ 39 4Q 4l 42 43 44 A. Field Tests and Tnspections 1. Proctors a. The Ciiy wiIl perform Proctors in accorc�ance with ASTM D698. b. Test results wilI generally be available to within 4 calendar days and distributed to: � 1) Contractor 2} City Project Manager 3} City Inspector CITY OF FORT WORTH Intersection Improvements at$onds Rancii Road & PM l55 5TAATDARD CONSTRUCTIQN SPECIFICATION DOClIME]YTS CPN l O1U.09-2 Revised lanuary 28, 2�I3 312400-8 EMHANKMENTS Page S of9 1 4) Ea�►gi.neer 2 c, Notzfy tl�� City if the characteristic of #he soil changes. 3 d. City wiIl perform new groctors for varying soils: �+ 1} When indicated in the geotechnical investigation in the Appenda� 5 2} If notifie�d by the Cantractor G 3} At the convenien�e af the City 7 e. Embankments where different soil iypes are present and are blended, the 8 proctors shall be based on the mixture af those soils, 9 1D 1I 12 13 l4 15 16 17 I8 19 20 21 22 23 24 2. Praof Rolling a. E�nb.azZlcmezits under Future Pa�einent 1} Czty Praject R�presentative must be on-site during proof rolling ope:ratiaxas. 2) Use equipment that wiII apply sufficient laad to identify sof� spots tl�at rut ar pump. a} Acceptable equipinent includes fully loaded single-axle water truck with a 1500 gallon capacity. 3) Make at least 2 passes with the proof roller (down and back = 1 pass). 4) Offsat each trip by at most 1 tire width. 5) If an unstable or non-uniform area is found, correct the area. 5) Correct a) Saft spots that rut or pwnp greater thaz� 3/4 inch. b) Area� that ar� unstabla nr non-uniforan 7) If a non unifarm area is found then corxect tha area. b. Embankments Not Under Future Paving 1) No Proof Ralling is required. 25 3. Density Test�ng of Embanl�nents 25 a. Density Test shall be in conformance with ASTM D2922. 27 b. For Embai�lunents under future pavement: 28 I) The City will perform density testing twice per working day when 29 compaetion operations axe being conducted. 3� 2} The testing lah shall take a mirzimum af 3 d�nsity tests, but the number of 31 test shail be appropriat� for th� area being compacted. 32 3} Testing sh�ll be represenfiative of the current lift being compacted. 33 �} Special attention should be placed on edge conditians. 34 c. For Er�hankments not under future pavement or structures: 35 1} The City will perform density testing once working day when compaction 36 operatians are being conducted. 37 2) The testing lab shall take a muumum of 3 density tests. 38 3) Testing shall be representative ofthe current Ii$ being compacted. 39 d, Malce tha area �vhar� the embankment is b.eing placed available for testing. 4o e, 'I'he City will deierrnine �he lacatian of the tes�. 41 f. The City testing lab will provide results to Conti°actor and the City's Izas�ector 42 upon completian of the testzng. 43 g. A formal report vailI be postad to the City's Buz�saw site �ithin 4S honrs. 44 h. Test reports shall include: 45 1) Location o#'test by station number 4b Z) T'vne and date of test 47 3) Depth aftesting 48 4) Field moisture 49 S} Dry density CIT"Y OF FOR'F WpRTH Intersection Improvements at Bonds Rancl� Raad & FM L56 STANDARD COIQ3TRUCTION SFECIFTCATTON DOCllMENTS CPN ] 01009-2 Revised danuary 28, 2013 f 312400-9 EMBANKMENTS Page 9 of 9 � 7 1 6) Proctar identifier 2 7) Percenf Proctor Density 3 B. Non-Conforming Work 4 1, A11 non-conforming work shall be removed and replaced. S 3.8 SYSTEM STARTUP [NOT iTSED] 6 3.9 ADJLTSTING [NOT USED] 7 3.1.0 CLEANING [NOT LTS�D] 8 311 CLOSEOVT ACTIVTTIE� [NOT USED] 9 3.12 PROTECTION [NOT USEI}] 10 3.13 MAINTENANCE [1�TOT USED] I1 3.14 ATTACi3MENTS [NOT USED] � l2 13 ,I i , 14 �I �1 ! � �I END OF SECTION Revision Log DATE NAME SUMMARY O�' CHANGE I.2 — Added possible zneasurement aud payment procedures and Blue 1 2/2 412 0 1 2 D. Johnson text for instructi�ns on haw the methods should be applied 2.2.2.a added GW and SW material classiiications 1/28113 D. Johnson 1.2 -- Modified Bid Itenn names in pa�ment section to differentiate betvveen Paym�nt Methods on bid list. CITY OF FORT WORTH Interseetion Improvements at Bonds Iiapeh Road & FM l56 STANDARD CONSTRUCTION SPECTF[CATION pOCU1vTENTB CP�T 101009-2 Revised 7anuary 28, 2013 32 91 19 -1 TOPSOIL. PLACEMENT AND FINI3HING �F PARKWAYS Page ] of3 1 2 SECTTON 3� 91 19 TOPSOIL PLACEMENT AND PII�IISHING OF PARKWAYS 3 PARTx- GENERAL �4 1.1 SUNIlIZARY 5 6 7 S 9 1Q 11 12 13 1.� 14 i5 16 17 I8 I9 20 21 22 23 z� 25 26 27 28 29 3Q l.3 3 I 1.4 A. Saction Includes: 1. Furnish and p�ac� topsoil to the depths and on the areas shown on the Drawzngs. B. De�iations frain tlais City of Fart Worth Sfiandard Specification 1. 2.2 Materials C. Related Specification Sections include but axe not necessarily limited to 1. Divisian 4- Biddiilg Requiarements, Contract Forms, and Conditians ofthe Cantract 2. Division 1- General Requirements PRICE AND PAYIVIENT PROCEDURES A. Measurement and Payment 1. Measurement a. Measureznent for this Itern sI1all be by cubic yard of Topsoil in place. 2. Fayment a. The work performed and materials furnished in accordance with tlus Item and measured as provided under "Measuremer�t" will be paid for at the unit priee bid per cubic yard of Topsail, b. All exeavation required by this Itam in cut sections shall be measured in accordance with provisions for the variaus exca�ation items i:nvalvefl with tl�e provision that excavation will b� measured and paid for once, regardless of the manipulations involved. 3. Ti�e price bid shall include: a. �urnishing Topsail b. Loading a Hauling d. Placing REFEREl'dCES [NOT USED] AD1I�IISTRATIVE REQiTIREMENTS [NOT USED] 32 1.S ACTION SUBNIITTALS [NOT USED] 33 1,6 ACTION SUBMITTALS/INFaRMATIONAL SUBMITTALS [NOT USED] 34 1.� CLOSE�UT Si1BMITTALS [NOT USED� 35 1.8 MAINTENANCE MATERIAL SiTBMITTALS [NOT USED] K�s� 37 38 1.9 QUALITY ASSURANC� [NOT USED] 1.14 DELNERY, �TORAGE, AND FIANDL�NG [NOT USED] 1.11 F�ELD [SITE] CONDXTXONS [NOT USED] CITY OF FORT WORTH Intersection Impravements at 8onds Ranch Road 8c FM 156 STANDAI2D CONSTRiICTTON �PECIFjCATION DpCUMEI�TS CPN 101009-2 Re�ised December 20, 2012 3291 f9-2 TOPSOII. PLACEMENT AND FI�TISHING OF PARKWAYS Page 2 of3 1 1.�2 WA�2RANTY [NOT iTSED] 2 PART 2 - PRODUCTS 3 2.1 OWN�R-FURNLSHED [ox] OWNER-SiTPPLIEDPRQDUCT� jNOT USED] 4 2..2 MATERIALS S 6 7 8 9 IO 11 12 13 14 15 1G 17 18 19 20 21 22 23 2�3 �� "Ez�rzched Tap Soil" by Sai1 Building Solutions and meet the follovvin� conditions {or a�praved equal) 1. Use easily cultivated, fertile tapsoil that: a. Is free from objectionable material including subsoil, weads, clay lumps, non- soil materials, roots, stumps or stones larger than 1.5 inches b. Has a high resistanee to erosion c. Is able to support pla�t growth d. Is at least 25% or�anic material. 2. 5ecure topsoil from approved sources. 3. Topsoil is subject to testing by the City. 4. ��. pH 6.0-6.5 5. Liquid Limii: 50 or less 6. Plasticity Index: 20 or less 7, . . The par#icle sizes shail be such that 98.5% of tha topsoil will pass thraugh a 112 inch screen, and 99�o more shall pass throu�:h a 314 inch screen. 8. To soil shall he revievaedla zaved b pwnerllandsca e arclutect rior to installaiion. Contractor to submit samples _in 1 gal�min.�container. �. Water: Clean and free of indusirial wastes and other substances harmful to the growth of vegetation 25 2.3 ACCESSORIES [NOT USED] 26 2.4 S�URCE QUALITY CONTROL �N4T USED] 27 PART 3 - EXECUTION 28 3.1 XNSTALLERS �NOT USED] 29 3.2 EXAD�IINATION [NOT U�ED] 30 3.3 PREPARATION [NOT iTSED] 31 3.�4 INSTALLATION 32 33 34 35 36 37 38 A. Finishing af Parkways 1. Smoothly shape parkways, shoulders, slopes, and ditclies. 2. Cut parlcways to finish grade priar to tlae placing of any improvements in or adjaceni to tha roadway. 3. In the event that unsuitable material for parkways is encouniered, extend the depth of excavation in the parkways 6 inches and bacl�"ill with top soil. 4. Make standard parkway grade perpendicular to and draining to the cu:rb line. CiTY OF FOA'� WORTH intersectian Improvements at Bonds Kanch Road & FM 15� 5'FANDA[iD CONSTIZUCTIQN SPECFPICATION DOCUMENTS CFN 101009-2 Revised December 20, 2012 3z�z i9-3 T�PSDIL PLACEMENT AND FINISHING OF PA3tKWAYS Page 3 of 3 1 2 3 4 5 b 7 8 9 10 11 12 13 14 1S 3.5 16 3.6 17 3.7 18 3.8 19 3.9 20 21 5. � a. Minimum: 114 inck� per foot b. Maximu�n: �:1 c. City may approve �ariations frorr� thes� r�quirements in special cases. Whenever the adjac.ent property is low�r than the design curb grade and runoff drains away fram the street, the parkway grade ��aust be set level with the top af the curb. The design gradc from the garkway extends to the back of the walk line. From tha.t point (behind th� walk), the grade inay slope up or down at zna�imwr�, slope of 4:1. B. Flacing of Topsoil 1. Spread the tapsoil to a unifarm loose cover at the thickness specified. 2. Plac�e and shape t13e topsoil as directed. 3. Hand rake finislz a minimum of S feet from all flafwork. 4. `l'a�np the topsoil with a light roller or other suitable equipment. REPAIRIRESTORATION] [NOT USED] RE-�NSTALLATXON [NOT IISED] FIELD QUALXTY CONTROL [NOT USED] SYSTEM �TARTU� [N�T USEDI ADJUSTING [NOT i1SED] 310 CZEANING [NOT USED� 3.11 CLOSEOUT ACTIVITIES [NOT USED] 22 3.1� PROTECTION [NQT USED] 23 3.13 MAINTENANCE [NOT USED] 24 3.14 ATTACFIMENTS [NOT USED] 25 26 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 27 CiTiC OF FORT WORTIi Intarsection Imprpvements at Eonds Ranch Road & FNI 156 9TANDARD CbNSTRCJCTION SP�CIFICATION DQCUMEIQTS CPN 101009-2 Revised D eeember 20, 2012 34 71 13 - 1 TRAFPIC CON�ROL Page 1 af b � � � 2 3 PART1- GENERAL 4 1.1 SiTMMARY 5 6 7 8 9 10 1I 12 13 14 15 I6 17 18 19 20 21 22 23 24 25 2b 27 28 29 30 31 32 33 34 35 36 37 38 39 40 �F1 42 s�cT�orr �a 7� �� TRAFFIG CONTROL A. Sectaon Includes: 1. Installation of Traff'ic Control Devices and prepara�ion of Traffic Contral Plans B. Deviations from this City of Fort Wortk Standard Speci�cation 1. 1.2.A.4 Detour Routc �. 1.�.A.� TemAorary Ast�halt Pavement Installatian & Re�no�al C. Related Specification Sections include, but are nat necessaxily li�nited to: 1. Dtvision 4--- Biddit�g Requirements, Contract �'orms and Condi#ions of the Contract 2. Division 1-- General Requirements 1.� PRICE AND PAYMENT PR�CEDLTRES A. Measurement and Paqrrtent L Installation of Traf�c Control Devices a. Measuz'ement I) Measurement for Traffiic Control Devices shall be per month for the Project d�ration. a) A month is flefined as 30 calendar days. b. 1'ayment 1) '�he work performed and znaterials furnished in accordance witl� this Item and measured as pravided under "Measurement" shall be paid %r at the unit price bid for "`T'z'afiic Control°'. c. The price bid s�all ir�clude: 1) Traffic Cantrol implementation 2) Installatian 3) Maintenance 4) Adjustments 5) Replacements 6) Removal 7j Pnlice assistance during peak hours 2. Portable Message Signs a. Measurem.ent 1) Measure�nent %r this Item shall be per week for the duration of use. b. �'ayment 1) The work performed and materials fwrnished in accordance to this Iiem and measured as prov�ded uzlder "Measurement" shall be paid for at the unit price bid per week for "Portable Message Sign" rental. c. The price bid shall include: 1) Delivery of Portable Messa�e 5ign to Si#e 2) Message updating 3} Sign movement tlu'oughout construction CITY OF FdItT WORTH Intersectian Improvements at Bonds Aanch Aoad & F]VI 156 STANdARD CONSTItUCT10N SFECIFICATION DOCTIIv1ENT5 CPN 10]U09-2 Revised 1Vlarch 2�, 2D21 347] ]3-2 TR4FFIC CONTROL Page 2 oF6 1 4) Reizz�`n of t�e Portable Message Sign post-construction 2 3. Prepat-ation o�' Traf�€c Control Plan Details 3 a. Measurement 4 1) Measurea�nezat for t.�is Itezn be per each Traff'ic Cantrol Detail prepared. 5 b. Payment b 1) The work performed and materials furnis�ed in accordanee with this Item 7 sha�I be paid for at the unit price bid per eacJl "Traffic Control Detail" 8 prepared. 9 a The price bid shall include: 10 1) Preparing the Traffic Control Plan Details for elosures of 24 hours or 11 lo:�g�r 12 2} Adherence to City and Texas Manua� nn Uniform Traffic Control Devices 13 (TMUTCDj 1� 3} Ohtaining t11e signature and seal af a Iicensed Texas Professional Engineer 15 4} lncorporation of City comments 16 I7 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 4Q 4I 42 43 44 45 46 47 48 49 4. Detour Roate a. Mea,surenuent 1) Measuremeni for this Item will be per each deEou.r route insialled. b. Fa�ment 1) The work performed and materials furnished in accordance vvith this Item s�all be pard far at the trnifi priee 1aid,per each "Detour Route" instaIIed. e. The urice bid shall include: 1) Traffic Control Si�naEe Imulementation �) Znstallatian 3} Mainfenance 4) Adiustnnents �} RepIacements 6) Removal i} Coordina�ion with TxDOT and an�t�ermits„reauired. 5. Temnorary Asphalt Pavement Instal[ation & Removal a. Measurement �) Me�surement for this Item will be in .SY of temnorarV asp�alf instaIled. b. Payment 1) The work e�ormed and nEtaterials furnished in accorda.nce vvifh this Item shali be aid for aE the unit rice bid er SY of tem ora as haIt installed. The Contractor will not.be paid separately for the remova[ pf tf�e asnhalt. That is considered suhsidiarY to the installation. . ,.,... c. The urice bid shali include: l.) Pz�epariag final surfaces �) �n�rnishin�, loadin�. unloading, storin�. hauiin� and laandlin� all �uaterials includin� freiEht and rovaltv 3} Traffic control for all testin� (�£ needed) 4} AsphaIt, ag��ate, a�ad additive �} Materials and work needed for carrective action G) Trial batches (if needed) '7) Tacl� coat (if needed) S) Removal andlor sweeuing excesa material CITY OF FORT WQRTH lnterseefion Improveme�ts atBonds Ranch Road & F1vI 156 STANDAR.D CONS'T'RUCTION SPECIFICATFON DOCC)MEIQTS CPN 1O1D09-2 Revised March 22, 20�1 347173-3 TAAFFIC COATTROL Fage 3 of 6 d �, 1 2 9) Remaval o�r i�astA[led tempqrarV asphalt paVemant 3 1.3 REFERENCE� 4 S b 7 8 9 1Q 11 12 1.4 13 1 A� A. Reference Standards 1. Reference standards cited in this Specification refer ta the current reference standard published at the time of the latest revisio:n date logged at the end of this 5pecification, unless a date is specifically cited. 2. Texas �Ianual on Uniform Traific Control Devices (TMUTCD). 3. Iiem 502, Barricades, Signs, and Traffic Handling of the Texas Deparfinent of Transparta#ion, Standard Sp�cif catzons for Constructian and Maintenance of Highways, Streets, and Bridges. ADM:INISTRATIVE REQUIREMENTS A. Geiteral I. Contractor sha11 minimize Iaxze closures and impact to vehicularlpedestrian traffic. 15 B. Coordination 16 1. Coniact Traffic Services Division (817-392-7738) a mininnuzn o� 4& hours prior to 17 implementing Trafitc Contra] within 500 feet of a traffic signal. 18 C. Sequencing 19 1. Any deviations to tha Tr�c Contral P1an included in the Drawings rnust be �irst 20 approved by t3�e City and design Engineer before irr�plementation. 21 1.5 SUBNIITTALS 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 A. Pravide the City with a curr�nt list of qualified flaggers before �eginning flagging activzties. Use only flaggers on the quaiif�ed list. B. Ohtain a 5treet Use Permit fram the TPVV Departmen.t's Transportatian Division. The Traffic Control Plat1(TCP) for the Project shall be as detailed on the Traffie Control Plan Detail sheets of the Drawing set. A copy of this Traffic Control Plan shall be submitted wi#h the Street Use Permit. C. Traffic Control Plat�s shall be signed and sea3ed by a licensed Texas Frofessional Engineer. D. Contractor shall prepare Traffic Control P1ans if required by the Drawings nr Specifications. The Cantractor will be responsible far having a licensed Texas Prof�ssional Engineer sign and seal the Tra$zc Cantrol Flan sheets.A traffic c�ntrol "Typical" published by City of Fort Wor�h, the Texas Manua! Uniiied Traffic Control Devices {TMLTTCD) or Texas Departmenf of Transportation (TxDOT) can be used as an alternati�e to preparing proj ect/site speciiic trafiic control plan if the typical is applieable to ihe specifie projectlsite. E. Lane clasures 24 hours or longer shaIl require a site-speciiic traffic cantrol plazi. F. Contractor responsib�e %r har�zng a iicensed Texas Professianal Engineer sign and seaI changes to the Traffic Control �'lan(s) developed by the Design Engineer. CITY OP �'QRT WORTH Intersection Improvements at Bonds Ranch Road & FM 156 STANDARD CONSTRUCTION SPECIFICATId1V DOCUMENTS CPN ] 0100:9-2 Revised March 22, 2021 �: 347113-4 TRA�'TIC CQNT1tOL Page 4 of 6 1 1.� ACTION SUBMITTAL57INFORMATIONAL SUBNIITTALS jNOT USED] 2 1.7 CLOSEOUT SUBMITTALS jNOT T75ED] 3 1.8 MAIl�TTENANCE MATERIAL SUBMITTALS [NOT US�D] 4 5 6 7 8 L'� 10 1.9 QUALITY ASSURANCE [NOT USED] 1.],0 DEL�VERY, STOR.AGE, AND HANDLING [NOT USED] l..11 FTELD [SITE] CONDITIONS [NOT USED] 1.1� WARRANTY (NOT rJSEDJ PART � - PRODUCTS �1 OWNER-��7RNX�HED [oR] QWNER-SUPPLIED PRODUCTS [NOT USED] 2.� ASSEMBL�S AND MATERIALS ' 11 A. Description 12 1. Regulatory Re.quirements 13 a. Provide Traffic Control Devices that conform to details shown on the 14 Dravvings, the TMUTGD, and TxD�T's Compliant Work Zone Traffic Cantrol 15 Device List (CWZTCDL). 16 2. Materials 17 a. Tra�'fic Cantrol Devices must :nneat aII reflectivity requirements included in the 18 TMUTCD and T�cD4T Speci�ications -- Item 502 at alI ti�nes duriug 19 consf�uction. 2a b, Elec�ronic message boards shall be provided in accardance with the TMU�'CD. 21 2.3 ACCES50RIES [NOT LTSED] 22 �.4 SOURCE QUALITY CONTROL [NDT USED] 23 PART 3 - EXECUTION 24 2S 3.1 EXAMINATION [NOT USED] 3,� �REPARATION 26 A. Protectio:n of In-Plac� Condition� 27 1, Protect existing Yraffic signal equipznent. 28 3.3 IN�TALLATION 29 A. Follow the Traffic Control Plan (TCP} and insfalI `I'z'�c Cantz'oJ. Devices as shown on 30 the Drawings and as directed. 31 B. Install Traffic Control Devices straight and plum.b. 32 C. Do not make changes to the lacation of any device or irnplement any other changes to 33 the 'Fraffic Control Plan withQut the approval of the Engineer. CITY OF �`�RT WOlZ7`13 Intersection Improvements at Sonds Ranch Road & FM 156 STANDAAD CONS'1`RLTCTION SPECIF7CATIOTI DOCUMENTS CFN ] 01009 2 Itevised Mareh 22, 2021 34 71 13 - 5 TRAFFIC CONTROL Page5 oF6 1 1. Minor adjustments to meet field constructability and visibility are allowed. 2 D. Maintain Traf�ic Control Deviccs by #aking carrective actzon as soon as possible. 3 1. Corrective action includes but is not limited to cleaning, replacing, straight�ning, 4 covering, or rernaving Devices. 5 2. Maintain the Devices such that they are properly pasitioned, spaced, and legible, 6 and that retroreflective characteristics meei requirements during daricness and rain. 7 E. Ifthe Inspecior discovers that the Contractor has failed to camply wi#h applicable federal $ and state laws (by failing ta furnish tlle necessary flagnen, waming devices, barricades, 9 lights, signs, or other precautionaty measures far the protection nf persons ar praperty}, the 10 Insp�ctor znay arder su�h additional preeautionary � measures be taken to pratect persons 11 and property. 12 F. Subject to the approval ofthe Inspector, portions ofthis Project, which are not affected by 13 or in canflict with the proposed mefhod of handling iraffic or utiIity adjttstments, can be 14 constructed during any phase. 15 1b I7 18 19 20 G. Barricades and signs shall be placed in such a matuier as to not interfere with the sight distance of drivers entering the highway from driveways or side streets. H. Ta �acilitate shifting, baFxicades and signs used in laue closures or traffic staging may be erected and maunted on pottable supports. 1. The support desigt is subjec# to the approval of the �ngineex. I. Lane closures shall be in acc�rdat�ce with the approved Tra�f'iic Control Plans. 21 J. If at any tirne tbe existing traffic sign:als become inoperable as a result of construction 22 operations, the Contractar shall provide partabie stop signs with 2 orange flags, as 23 approved by the Engineer, to be t�sed far Trafiic Control. 24 K. Con#�aetor shall make arrangements for police assistance tc> direct traffie iflraffic signal 25 turn-ons, stre�t light pole installatian, ar other construction �vill he done during peak firaffic 26 tiYries (AM: 7 am — 9 am, PM: 4 pzn - b pm}. 27 2$ 29 30 31 32 33 34 35 36 L. Flaggers 1. Provide a Contt'actar representative who has been certif ed as a flaggixig instructor through courses oifered by the Texas Engineering Extensian Service, the A.r�aerican Traffic Safety Servlces A�sociation,. the Nataonal Safety Council, ar other approved organizations. a. Provide the certificate indicating course coznpletion when requested. h. This r�prasentative is responsible for training and assu*ing that all flaggers are qualiiied to parfor�n flagging duties. 2. A qualified flaggex must be independently certified by 1 of the organizations listed above or trained by the Contractor's certified £lagging instructor. 37 3. Flaggers nnust be courteous and able to effec�ively communicate with the public. 38 4. W}zen directing traffic, flaggers must use standard atYire, flags, signs, and signals 39 and follow Yhe f�agging procedures set forth in the TMUTCD. �0 5. Provide and maintain flaggers at such points and for such periods of time as may be 41 required to provide for the safety and convenience of public trave� and Cantractor's 42 persannel, and a.s shown on the Drawings or as directed by the Engineer. +�3 a. These flaggers shall be located at each end of the laa�e closure, CTl`Y OF FORT WORTH Intersection Improvements at Bonds Ranch Road & FM I5G �TANDARD CONSTRUCTION SPECIFICATION DOCiIMENT5 CPN 101009-2 Reuised March 22, 2021 347113-6 TRAFFIC GONTAOL Page 6 of b 1 2 3 4 5 6 7 8 9 10 lI 12 13 14 15 16 17 M. Removal I. Upon complataon pf Warlc, remo�� from the 5ite all barricades, signs, cones, Iights and other T�•affic Contz`ol Der�ices used for wark-zone traffic handling as soon as practical in a tizzx�Iy manner, unl�ss atherwise shown on the Dxawings. 3.4 REPAIR 1 RESTORATION [NOT USED] 3.5 RE-INSTALLATION [NOT i7SEDJ 3.6 RIELD [ox] �TTE QUALXTY CONTR4L [NOT USED] 3.7 SYSTEM STARTiIP [NOT U�ED] 3.8 ADJUSTIl�TG [NOT USED] 3.9 CLEAN�NG [NOT USED] 310 CLOSEOUT ACTNIT�ES �1�TOT USED] 3,1� PROTECTION �1vOT U�ED] 3.1� MAINTENANCE [NOT USED� 3.13 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SiJMMARY OF CHANGB 11/22,��3 S. Arnold Added police assisfance, requirement for when a site specifc TCP is require.d 1.4 A, Added language to emphasize minimizing of lane alnsures and impact to traffic. 3/22/2021 M Qwen 1.5 Clarified suhmittal requirements 3.3 M. Clarified removal requireaaents 18 CITY bF FORT WORTH Intersection Improvetnents atBonds Ranch Road &; FIYI S56 STANDARD CONS'�'RiTCTION SPECIFTCATTON I30C[JMENTS CPN 1QI009-2 TLOvised March 22, 2021 APPENDIX GG4.01 Availability of Lands GC-4.42 Subsurface and Fhysical Condiiions GG-6.06.D Minority and Women Owned Business Enterprisa Campliauce GC-6.07 Wage Rates GR-O 1 6a 00 Product Requiremenfs 1, CITY QF FDRT WORTI� Interseclion Imgrovemants at Bonds Ranch Rpad & FM f 56 3TANDARD CONSTRUCTTON SPECIFdCATIONDOCUNIENTS CI'N 101a09-2 Revised July l, 2Q11 �'r(.��o�� .l�'S��lll��➢� �� f ��Ill(�3 TI��S ]�.A►.�E L�]�'�' ]Ci�TTEI�T'I'IO�T�L� l�]�A1�� CITY OF FORT WORTH Intersection Irnpro�ements at Bonds 12anch Road & FIvI 1S6 3TAA7DAAI] CONSTRLJCTIqN SPECIFICATION IJOCUM�NTS CPN IOlOD9-2 Revised Ju[y L,2D11 =----- -... .._._...—.,-- - �-� � -- -•�, � �- - .. . ........ .. . . __.. ._...----�-� - � • -- -�- .. . . ....... --- : . ... . . � Page 1 of � � .. . Y .,- -�-- �220114995 5l2A�2Q2D 3:05 PM pGS 9 F�e; �57,00 5ubmitter: �R��O��IAl� �AL� i N�R� i��rN�L�C Electronically Recorded byTarrant CountyClerk in Official �ublic Records �,� �;� �Mary_ LouPse Nichvlson ?V'OTICE �F COIV�IDE�TTYALITY R�GHTS: IF'St'O'U ARE A NATURAT, PERS�N, YOU N�AY RE1VI0'V� OR STRiI� ANY O�t ALL OF T�AE FOLLOW.YNG INFORMATIQN �ROM TffiS IlVS'��tUM�NT BEFQRL iT ZS �ED FOR RECORD TN THE PUE�.ZC �tECO].tDS: XOUR SOCIAL �ECURITY' S�Ti]MBER OR YOUR DRiV�R'� LTCENSE NUMSER. CFW Pro�ect 1*,To. Z�1009 Bonds Ranc� Road Cnrrxdor Ymprovements PARCEL NO. 9 Righ;t o� Way Easemen�i 14290 Blue Maund Road W. RETfFIELD SU�iVEY, ABSTRA.CT 1348 T�iE �TATE OF T��AS COUNTY OF TAl.2�tA1�1'T � § �F� " o t � � � � ir�s��F R�G�T-4F�VVAY EAS�N��TT 'THAT WETtT C�IING FUNG A�llTD THE CH�I' J. C�iANG AND WANDA CHANG FANiILY L�V.IITED PART�ER�HIP, he7reina.fter re�erred to as "Cr�rantor", for and iia consideraria�a �� Ten Dollars ($10.00} and other valua6l� consideration paid by the City of Fart Wa�h, a mwxicipa.l cnrparatiox� of Tarrant Caunty, Texas ("City"), receipt of which is hereb� ac�nr�wled�ed, does Grant, Sax�a�in, and Convey ta said Ci.ty, its succe�soxs and assi,gus, the use, passage in and along the Property ("Propexty") situa�ed in T�TT Caunty, Texas, h�reinafter described in the �t�a.�hed E�rhibxts "A" �nd "B'> G�rantor does hereby aaknowledge ax�d agree xha.t t1us conveyance to City includes tb.e righf of th.e Ci�y to perm�it the pu�lic to utse the Prppe�'ty as a public �ight-nf way. Gran�or also hareby ael�awledgss anc� agrees that tk�is c�nveyance to City �ncludes the right of the City ta constrtxct a�nd xz�stall sidswalks and ta permit utiXi�ies to be situated w�iihin fhe �ro�er�y as required by ihe City or by law. "Ut�li�ies" includes but are not limiied io: water facilifies, sewear facilities, gas �acilities, electric facilities, teleco�arnunication facilities, drainage facili�ies a�nd other utilifses as defined by Iaw. It is i�ter�ded by the�e presents to convey a right�af way fa the said Cr�y of Fort Worth to nnazntain az�d constxuct the righf-af-way �prove�nen�ts,.vvith the usual rigk�ts of ingress and egres� in the necessary use of such right�of wa�, in �.nd along said Prop�riy. [Tnder Chapter 21, Subclaaptez E of the Texas Pzopezty Code, as a�nnended, t1�.e Gr.rantor ar the Gra.ntor's h�i��, successors, or assigns may be enrit�ed be%re �te 10t� anniversaiy af th� date af this acc�tzi.sirio�. to repr�rchase ar request certain infarmatian about tha uss and auy actual. progxess made towax�l the use fnr whiah tb.e Property was acquired through emi�ent domain, and the repurchas� priae w�ll b� the price fihe City pays Grantor in this acquisitian. � RTGHT-OF WAY &ASEMEIV'C Ray.20l9D609 .. . ti _ . . ._ _ , . _ _ :, .. � ,. .............._-- - .. __ ._.... .. _ : ..._ . _ _. . . . ... _ ......___ - .,.: �- - . -�-�----- ��-- -. . . �.. . _.., � . . � . . .� . ....... . . .._....:.. . �age 2 0� � 'TO H�.VE AND TU �QLD the above described Property, togethez with, al� and singular, thE rights and appurte�a�ces thereto in anywzse balonging, ux►to �he said City of Fart Worth, its successozs ax�d a.ssigns, forevez. Cxranior rioes hereby bind itself, it's heirs, successozs and assagns, ta warraut and farever defend, all and singular, the sai.d premis$s �nto the said G`ity of Fa:rt Worth, its SliCC08SOT'S and assigns, against evezy persnn whomsoever lawfull�t claimjng or to clazzxz the sa�ne oz a�.y paxf th�reof This docume�zt may be executed in anultiple caunterparts, each of which will be de�m�d an original, but which together will cor�stiiute one i�ta-ux�aent, 'qVhen the cantext requixes, si�gular nauns and pronouzas include the pluxal. �SxGNATUR�S APPEAR QN �`H� FpLLOR�I�TG PACE] W4H`I'-qF-WAY sASEMENT Re�. 3A 144609 - � - _�. _._...:.::-: ................,.. ..� .,_._-:::��.-:��_:��.�:_�------,-:.,.. _ .; .... --. _:..:.. -::-- . �---. ... ... . � Page 3 of 9 GRANTOR: WFN CH�]'G I'UNG ��r �eu Ckiing k�ung, in . ACKNO`4�TLED �EMEN'x` , 1 � STATE C3R �) 3 § COUNTY o�' ' ��r ° �' � . BEF�DR� ME, the itnderszgned auihox�ty, a Notary �'�blic 'va amd far t�e Sta� of Texss, an this day pczsanalip appeaxed ,_ W�n Chii„_,g F�ung. inciividual, known. to zne to b� the sauxe person whose nam.e as snbsc�-ibed #o t�e faregoing instruznea�t, and acknavtriedged tQ me fiZzat the sazne was the act of �, . Wen Chi a� Fi� � aud t�aat h�ls�c axecuted th� sama as the act oi said ' idiv�dual for tt�e puxpases az�d cansideratio�i therein expressed and i� the oapacity therein sh�tec�. GIV�?N'UNDEIt MY HAND AND 9EAL OF QFFiCE thiS �_ day Q� r' l z07� � c�--� 1��.; atary PuU '�u� far t1�e Stat� of �� __ LAU�A ��LU[.�aKl Notaty Publ% State a� New Jersey My Cammission Expires Dec. 24, 2023 RIGHT-OF-yVAY EA SSMEI�T'l' Rev.7A190G09 . � � ..__�..:_. .. . . . . . a:..• . .� .._. ..._ _ ... . . . . . . . . .. _ . .__..... . ._ .. . .. . ..---._....,_.. . _.__ . _ . - �age 4 Of 9 GRANTOR: TAE Cffi1!T �'. C�G AI�D 'V4'A,1V"DA CT�IC FAli�i�LY Llli�iTED PAR'�.PtERS�p � a Texas Litxaited Pa,rtnership �y: �H��l �M� I�A�� B�N� fA�I1.Y �NT�R�RIS�s, IPd�., a Texas �orpc�ration, its G�neral Fartner • By: .�....k�-+� ' " � Wanda Ch�ng, Title: Ma ing I?irector �. A C�1lTOVWLED�i'�NNlEE�i1T STA7'E O�' `��,�� COUIHTY UF ��5 �E�'QRE ME, klie undersi�neci sutt�o�ity, a Notary Pubfic is� an(1 f.or the Siate of Te�t�s,.on th is day persnna�lly appeared Wanda Chsng, Mana�ine Director �f C i & Wanda Chauri�F�mil� Enterprise�Inc, kpawn to �ne to he ths same �ersan whose nan�e �s si;�bseribed ta th� foreg�ing instrument, an�d acknowledged ta me that the samc was the act o� ]�� Chan� and th�t ki�/she sx�c�ated the�samc as the act qfsaid Managi� Director ,,.for the.purposes and consideration therein expressed andin the cap�city theneinstated. GiVEl'+1 UND�RMY HAND AND SEAL QF OFFXC� this 2•4�" day o� _ � p,r,r,.� , .20�- Natary u ic in and for th� St�t� af �-�-�-� a �.� �� r�+n�. � 03�� c� �B�► i�' 93l�9�4 � RICHT-0��VAY F-ASF.M�NT Rev.201906U9 .. ... ..... .. ....�-------�- �-�---�--. , . . . ..... . ., _ . . . ... ._ _ . __ ... .------��----..�...----�......:�,_..__..,.-�- -- . . _.....: --- .......... ....... .. . . ......-�--�---- .. Page � of 9 �TATE OF TEXAS COUNTY OF T,ARRtLNT CrRANT�E: City of Fort V�orth BY (Signature); �� s�.cs .�c�� C�� p�. �e �� - , � Cxty Manager APPRO'U�ED AS TO FORM AND LEGALTTY �Y � � }.�'�"��a Sl �e h a MvrrovlMxv11.2020t /% Mait M�rray, Assisfant City Attflrne�r �rdinance No. 24161-04-2020 No M&C raqui�xed ,A,C][�TOWLEDGLMENT � BEFORE ME, �he undersigned autho�, a No Puhlxc in and far the Stat� of Texas, on this da. pe�rsonally appeared �d�t$ � of ihe City Q axt Wart , known ta me to be saxne persan whos�e n e is subscxibed to the forego�ing in�strument, and acknowledged to ine t�at the same was �h.e act of the City of Foxt Worth a�id tliat h�/sh� executed fhe same as the act oithe City of Fort Warth for the purposes and considera�ion therei.n e�pressed and in th� capacity therein stated. GIVE� UNDER MY HAND AND SEAL 0�` OF��C� this . � 4 day af �0'�,A. . ,,,��►., �,.��;;��., SEf,ENA A�.A Not ubljc z�► and for the State of Texas g?� �� Natary Pubfic, State of Texas %;�.,,.,;�+r�� Comm. �xpir�s U3•31-2p24 ''��r°;«,�'` Nelary I� 432�3�528 RTQHT-bF-VSrA`� �:�EMHMT kev.2Ai946ti9 I _ .. . , .. .. _. . ..�._._ _._...._ .... . . . . ., • . . .... ... ., � . �_.. ._..... � .. ..�— . _ --- . -------_, . �ag� 6 of 9 . . BONDS RANCH RUAU CU�XDOR �IiiiP�t��li�E]�TT� PARCE� T�l"a. 9 RO'{� CITY PR�JECT Te1o. l01.4�9 Ia�9U SLT]E BU'ti1I+TD RQAD W. It�i�FICLD SURV�Y, AB�T�CT T+ia. �3�8 E�-IIS�T "A" Bein� a 0.[]76 acre t�.�ac�k of lanci situated in #ha 1J�illian� �.edfield Snivey, Ahs#racf Na. 1348, City of Fo�k Worth, Tarr�t County, Te��s, said U.076 acre traet of land baing a pc�rtion of a 55,872 acre tract of land (by deed� d.eeded to Chin �. Chang �ud Wanda Chang Family Limited Partnerslup as recox�ded ixi Caunty Clerlc File No � D2 � 2308972 oi'trie Deed �ecort�s of Tarrant Cc�u�t�, Texas, said Q.Q76 acre tract af land bein� mo�e particul�ly described by metes and bounds as follows: COIVIlV.�N�G at a�18 inch i�on rod found in the east ]i�e of �aid 55.872 aore tract of land, said 518 inch iron ro�d being in th� exist�ng sout�. x�xght-of way Iine o� E. Bonds Ranch Road {a �ariable w�di�'i ��ight-of way), said S18 inch iron rod being the no�-thwast cainer af a 10.0' right-of- way dedicafiion as ahow� c�n plat af Hawthorne Meadows, an addition to the City af Fart Wnrth, Ta�.�ant Cou:�ty, Te�as as reaorded in Caun.ty Clerk �il� Na. D217209341 af sa.id Deed �,tccords of Tarranfi �ounty, Texas, said' S18 inch iron �od being the southwest �aorner of � Q,S�%% �GTS �['$Cf of land (by deed} deeded to Tarxant Co�nty, Texas as ��ecarded in County CXez�k File No. D20012UA�58 of said Dsed Recards of Tarrant Caur�ty, T�xa�, fi�a�n r�vhich a 5/8 inch iran raa with cap starnpec� "A,N.A." found for the sautheast coiner of said Q,S77 ac�a ixact a�land and being in �te narth line af said X4,�' �xg�t�of way dedicat�on bears North 89 degrees S3 minutes SI secands East, a dist�nce of 795.73 faet; THII�CE North QO d�g�ees 23 xninutes 57 second.s Wesi, wifh �the east line af said 55.87� acre tract o�' land, with the wast Iine af s�id 0,577 acre #.�•�et of 1a�nd a�n,d with t�e existi�g south righfi�of w�y Ii�x�e o� eaid E. Bonds Raneh Road, a distance of31.26 fe�t to a point �a�� fihe nn��h��st corner of said SS.872 acre �raat of land, said point baing t�e �torthwe�f corn.er o� sard 0.577 a.�re tract o� �aud, said point also being an interior eIX corner in the existin.g south right-oi v�ra�+ line of said E. �vnds Ranch 1�aad; T�i$NCE South 89 degrees S1 rnin�tes 03 s�conds West, wi�h the norih line ��said 55.�72 ac:re t��aat af land and wit� the existin� southright� of-vvay line of s�id E. Bands Ranclh Ro�d, a disiance of �,2�.�,70 feet to a RQ.W. Marker set for th�; POIi�TT OF B�G��Y�'G a�the herain described 0.07G acra tract ofland, saidR,C�.W, max�ker being the intersection of the no�h line of said 55,872 acre traot o�Iand and the e�cisting sou.th xa�ht- o�'way line of said E. �oads R�uch Raad with tk�e propo�ed sflath righ�of wap lime of said E. �ox�s'Ranch Road; TY3ENCE South UO degrees �$ mi.n.utes S7 seconds East, with the pi�apased south z•igk�t�o� way Iine of said E. Bonds Ranch Road, a disiance of 20.00 feef to a R.�,W, ma��er set for COI'1ll�x; �I�TC� South �9 dagxees Sl minutes 03 second,s QVest, with the pxaposed sauth right�of wa� line of said E. Bonds Raneh Raad, �. distance of �}O.Qp £ee� ta a 1Z.O.VtiI, marke�• set :For coxner; E�chi�it A Page 1 of 2 �_::__:_- ...:-�---^ �-� � ' - .. . _ . .. . : . ---. . ... . . . . . . . .. .--- �---- ... . _ Page 'T of 9 Tli�� South 64 degrees SS rnXnu�s �9 second� West, wi�tl� the progosad sauth �right-o� way line of s�.i.d E. Rox�ds Ranch Road, a distance of 75,79 �eet to a R.Q.W. marker set for fihe intersectian of the proposed so�ath r�g�t�o� v�ay lxne of said E. Bonds R�nch Raad w�fi1� �e west li�rxe of said SS.8�2 acre lxact of �and and the ex,isti�ng east right-of•-way line of �.M. i 55 �a variable width r�ght-of•way); '�H�k�CE North OD degrees 32 minntes 57 seconds 'Vi��t, with the wast line of said 55.872 acre tract of Iand and the existing ea�t right-of vcray liz�e af F.M. ]. Sfi, a dist�ce af 52.36 feet ta a�qxnt �or t'ha northw�st corrier oisai�l 55,872 acre tz'act of �.a�d, said paxnt being �e the intersecti4n o��'he e�xsting east right4of way lin� af sa�id F.M. � 56 with the e�ri�ting south right-of-wa� line of said E. Bonds Ranch Road; T.SENCE Naxth 89 degre�s 51 minutes 03 secaa�ds �ast, wit�a the nox�th lina o� said 55.872 acx� irs.ct ofland and with the e�risting south righi-of way line o�s�aid E. Bc�nds Ranch Road, a distance a�f �.1.0.0U �e�t ta fihe F4��T`�' ��' H�GI.�TI�i�1�iG artd cantainf�,g 3,329 sc�uare feet or O.Oi6 acres of la�d, moi� or less, Nafes: (J,) A plat of evez� survey date hex�ewith �ccompanies t,�i� lagal desc�zpt�on. {2) R.OW rnarkers along pro�osed ri�h,taaf way. lina ai� � 5/8 inch iir�n .tod set wit� blue cap stamp�al "GORR�ND�NA" 11IlIE35 Qt�I1e.I WI5% IIOtP.Cl. (3) All beaxings and coardinates ��e ��ere�.ced ta the Texas Coordi�ate �ystem; NAD-83, T.�e No�h. Central Zone �202, ail di�tar�es ar�d a��eas shown ara sur�ace. (4} S�arve�ed on th� ground Septembe�r 2Q1. 6. ]�a�te: I'�bxua�ry 14, 202D ____�� Cxirtis Smi�t� Regis#arred Pro�essional Land S�xrveyor No. 5494 Texas �i�.mNa 141QG90D Exhibit A Pa�e 2 of 2 _,_.__.. ._.. - -� -- -.. ... .. _ ... .. ,. , _..--�--._. . . . . _.._,_. ,..._ _:..... _. �r_ .. . - . . . . -- I�a�� Of � - .. _ ._.. .. . . . _ . _ _ ��g p� g� 9!� 4! 111 I P�4RCE� No. S �'O�i. � �� I � �� un- 3o HENRY ROB�R7SON SURVEY �� WT 15 BLOClf 8 +��ST�Ai�i� riQ. � 2�� I �. � � BxOG�K 4 iii1C�! �'HfT.h E3TdT�'S ` �� ti[lGiC PIJ�tlrh' EBT�F�S YOLilM�' 388-fB2, FdRE 74 `,._, a I i+OLUdfB' S88-Y&,�, F�[G� q4 P.R,�,C.� ,T �, P.R�T.C�T. .� ..-. �1(ISTDtdG � � � ..� .— !i[GHT-�OF-WAY ,� E. 6DNDS L�ANGH ROAD (A VARIABLE iNIpTH RIGFCf-OF-4VAY) � D,577 hCR�S (8Y DF�D) '� k—�a—"��'-F---�-� �-�4� YAR�AI�il' CQUMTI', iEXA3 '—"��— pp R�O�I pN� TE LOCATION OF SURI/EY Lt�E C.C.F, No. 92Dd12�458 �7f[S1W0 1tIGHT-OF-WAY O.R.T.C.% FND 5/8"IR 5 89 b1'U3"W 1.213,7�' � 14' R.Q.W. �EOICATION 4V� CAP N D4Y7.3'67' EXISiIh�G � � � C.C,F. �lo. D2i7269a69� �AMp�p"p.NA.° 37.2g• - b! 89'63 57' E 795�73 D.R.7.C.T� d`. 0. �• �� . .—. LDT 14X ^' — T fl�h 5/8"IR BLgL9C f + l�T iX � y g,jQ�',�ORNL A{AADOil� C��,F. NA. A,2i7�fJB80i 55.872 ACRES (E�Y DF�p) .o.,�.�.c.�; CHIN. J. CHAhIG AN� B�� i WANQA CHAN� FAFAIl.Y I SAOf97iORN8' df6IDD�S wr a �ar a �art To �aT �� w� �a �or aa LIMI7"ED PARTNEL�SH]P �G��'� �e� ��fr.2osaar � C.C,F. No. Alo. D2i2�0897� � D.s.s:c:�: D.F�,i,C�T. WIl.LIAM RED�'IELD SURVEY FIERZ DR1V� ABSTRACT No. 134$ U ao,o• wroni ai�r�-aF�w�n nro�s: 1. A L�dkL p�SCCtlpli�W 0� kV�N pATE AGGQMPMfIES 7HIS PLAT. 2. R4W YAA�iKERS ALOiJ4 FROPOS�D Rlf3li�-OF�WAY 11N� ARE A�%d' 1RAN R0� 5�T WRM Bl,il� CAP STAMPEO "GORR�NDCih41" UNLE55 QiNE'kWIS� NOTE�, 3. Au. HEARMIc�S ANo Co.aRD1NATE� ARE REF�2ENc�p To 71i� 7E%AS �Ro]NAT� 5`(SI'F.FA� W�D-83� THE NOR7H CEMTRAL Z4NE 4202� ALL 171STANCES AND Afi�il5 SHOWN A4iE SURFACE. 4. SURV�1f�[1 bN 'iH� Gl�aUNp s�p�MBER 201 B. k.QT' 14 1QD 50 4 7b� SCALE 1N F��T' �T�V��T �% �}� C� � �� '�" �/�1�'��1 zaa �xns sr��r . FORz wnffrH. rr�cas �rs�oz 1� �l "�L� ��lY tr� �� OF • -t�.........., T �, s�aw C�R�IDOR I1l�PR0��'MEllTT M pRa�, r�a. �o�oag �P��''G��i -wav Acau�si7iot� �. ^.,�� ~� �li� J, CHANG AND 1NANDA CHqNG FAMILY L�MITED PARTNERSyIp � IS SNfIT � ��n�i� n ei rav�r eacTaar�r n�.. � xdu .H('` ,��5494��.�Cr [.QCAT10�1: CIN OF FOfi7 WORTH, TARRANz CouNi1', �E� FAS�M�Ni AF2EJ� 3,329 SQUAI�E FE�T OR 0.�78 ACRE5 INHULE PRDf'ERTY A�REAGE: 65.8'72 ACR�S� [BY p��D) S i H • 87 �_ _.. . ...--• -�- - -�--•� --- .. . .. �r. .__.�...... . . � -- �- --. _ . ..... . . . � Page 9 of 3 -._ _.. ._. u � ��.[ � !!� 9! � P�xcrx �vo. � Ra� LOT j5 � ACqU]SlTIoN �L4CX 8 LdGARON B71GIi WlIITl�' b'8TA?'h`3 VOLiIdfS 38E--f62� P.lGB' 74 P.R3:C.T. EXISfiNG .—. �LQ�Y.IlQL �. .__. � P.O.B. 5U9JEC7 71iACT & 55f' R.4.111, R �ocA�l�ht oF acr�uismaAE MaRx�R —�-�—x�---�+—�--#---�� - - APPRO%Ik�ATE LOCATIDN OF SURVEY LIUE �-5 � rd SEI' R.O�W. NfARKER a 3 � t� �� I �� '� �i � � � � ;u:i: � —j Z s-�' �,O.w. MARKER Er �.a.w. ldN21{ER ftlG}°� OF�4MAY ACQI�fSlT�ON ARI�A �,��s sQ. �r. o� 0.�� ACi�ES E L1N€ �ARI G �IST1WCE L-1 S 0�`[� 67'� 20.U4 L�2 5 BB'51'Q3°iM 40.OQ' L-3 5 6455'39 7B.7S L-4 N �a'��'S79N 5238' l.�s M �9"51 Lf3 110.00' ��NRY RO��R'�5a3� SURV�Y A�S�RAC� I�o. 1259 �. BOND� RA�ICH R(�ADe�� -k�k-�k (A VdRlABi.� iNIDTH RIGHi--OF WAYj �HT-OF-iNAY S 89'51'03'W 1,213.70' ss.s7z �►cc��ss (�tr o�a CHIN. J. CHANG ANp W�,N�A CKANG F,AMILY LIMIi�D 'PARTNERS�IIP C.C.F'. No. No. D29 �3p�972 D. �.`�.G.Y. "Fn�o s/� aR wi car sr��o a.r�,n te�r�7 .-,J ��,,, � 4 ��M i�� p� �� o� � a ai o�n z � �ua �a �� I 1. A LEGhl. OES�RIp'iION OF �7h1 hN'fE qCGQFAPA�EI�S 'TFils PI.AT. �. ROW AdARKERS ALONG PRQ'AQSED �ZIG}iT-OF-WRY LJNE AR� A 6/6" IRON ROp 5ET VIRH Bl.l,iE CRP 51'A1�AEp "ddRR8Npt1NA" U1�LES3 07HEttW1SE NOTEE7. 3. ALL �ARIh[(�5 AHp COpRpIAG1Tl�S lUi� R�F�ii�NCk�4 T4 Tii� iEXAS CODRbINATE SYSTEA�I. NAI]--tl3. THE NbRi'H C�NTRA� �aN� +4242, ALL DIS7ANCE5 ANR ARFAS 5F{'DYtN RRE SURFAOE. � SlfiiVEYE� ON TWE GROUND BF�i'Elu°��R 2678. WII.LIAM REDFI�LD Sl1RVEY A6STFtACT Na, � 348 100 50 D 1 fl� SCALE �N F�l�f � �0�'� �l �')/ � � �� f � �/C�,l�,�i 200 TE3fAS STftEET ��ORP YYOl�'i}{, TEXkS 761p2 � D.�.�1 �` �.�.Ii�CI� � ��D �� °F r� CURRI.DO.,� IMPR4V�'1�'EN�'S ,�Pa�,��sr�p:..-f- � NT A��A; , �'R�PER7Y L'�'�►�7:1 �f2� ��Ei QR D.�� ACR�S 55.�72 ACR�S (BY D�ED} PROJ. M0. 1 U1(?0� , � �� c R�is s �t ',o � 5494 � � &� � � � � � • ra�t �ua:rt rv�.rrr�. ��u�er�+nu suv�n rurti �ruKfrt� �Ix. 7a118 • �17-48�--7424 FAX 617-�88�178� � � ._.----------._.. ,.. .- ----�,.._..___..._.,..,.-----..._ ......_,.-.�� - - — - -..... -- - - -�-------------µ_.... .._..._.. ._.� .... ..... .... ._.. ._._._..... . ..-� -----._. . ._ � .. ._. _.. _. : .. : •.. . . . .. __..._.......__ ..__... �age 1 of 9 _ .-Y.ryv- L�22E111499'i 5l2oJ2020 3:Ov h�h9 PGS 9 Fee: �51.00 Submitter: ��CO�ING �A�fYi�� i�l��I IVO�FC Electronically Recorded by Tarrant County Cferk in O�icial Public Records ._,yti, -�;� Mary Louise Nicholson N�TIC� �� C�NFID�NYI�►I.IiY RIGbT�: IF Y[�Lf r4Rl� 04, �A7UIRA� P�R�ON, Y��f MAY R�t�liAdE �R Si�[K� ANY �R AL�I. O� YH� ��LL�l�1idG IP�FOFtV�lA�I�N ��t�V�'# nf'bl� INSiRUYVi�I�i ��FOI�� fT [S F[L�I� �OR �t��RD IN TH� �UI�I,IC ��G��7�. 1�0�11� SO�IAI� 5�CURliY NIJIVIB�R ��2 YOUR �ll�ll��'S l.ICI�N$� �IUF�I'i��Ft. C�'W Project No.101009 Bonds Ranci� �toar� Corridor Tmprovements FARCET. NO. 9 Tempora�ry Constr�ction Easeruents 1029Q Blnc Mound ltoad , W. R:EDFIELD SURVE'Y, ABSTRACT 1348 �F# _�� [ I� � lic��ci]� �IiY �F FORi �ilOFi i H T�NiPt�RARv �flNS7RCJC`�CON �ASI�f4�ENT DATE_ �x� ' r" / .r � � �� CRANT�R: VI(EN Cl�I�1G �UNG Ahf❑ THE C�IN J. G�A�G AND WA�DA CHANG F.AMILY LIlVI�TED PAl�ibi�I�S�IP GRANTOR'S MAI�iNG ADDRESS (including County): �b�4'THE �AL�.S D� �U�li��l�,L�, �A�L.Ir�S COUNTY, T� ��182 GRANT��: C1TY 9F ��Ri �!l�RiH GRAN7��'S MA1LlNG AI]DR�SS {inclu�iing County): �Od T�X�#� STR��T IF�RT �'dI��TH, i��2AN7 COUNTY, �X i61a2 CQNSIDEI�ATION: Ten Dnlfar� ($'10.00) and other good and valuable consideration, the receipt and sufficiency af which ls hereby acknowledged. PI��PE,RTY, E3�[Fd� mo�e parfiicu[arl�' described in �he attached I�xhibi�s '°A" and "B". Graniar, for the consideration pa'rd to Grantorr hereby grant, bargain and con�ey unta Grante�, ifis succsssors and assignsY the use and passage fn, o�er, and across, belaw and along the Easement F'roperky sifuated ln TARRANT County, Texas, as descr[bed and depic#ed 1n accordanc� w[tt� Exhlbfts "A" and "B", attached hereto and made a part hereaf, and ingres� and egress over Grantor's property to the Easement Property. It is furfhsr agre�d and undersfood that Grantee wiil be �ermitted the us� of said �asernent Prop�rfiy for th'e purpos� of cons�ructlr�g ROAD IMRR��/EM�NT�. Upon carnp[e#ion of Temporary Constructfon Easement Rev. 20�80609 � , ....,.......---�-�. ._..._ .< . . � . ., . , --...... . . �---� --�- ..- - - � -��• - � ._.. �-------- -:. - � . . .... . _._ .. ... . ..— ... Page � of � imp�oveme�ts and its aaceptance by Granfiee, all rights c�ranted within tf�e described Temporary Cons#ruction Easement shaEl cease. TO HAVE AND TO HOL�? the above described Easement Properly, togeiher wiff�, ali and singuCar, th� righfs and app�rtenances thereto in anyway befonging unto Grantee, a�d Cra�fee's successors and assigns un#fi 4�e compl�fic�n ofi constructlon and aeceptance by Granfee. Gran�or her�by bind themselves, their heirs, successors, and assigns, to warrant and defend, a�l and singular, said easernertt unto Grantee, its suec�ssors and assigns, against every person whomsnever Iawfully clairning or to clairr� the same, or any pari thereof. Thfs document may be executed in multiple counterparts, each af which will be deemed an or�ginal, but which tagetf�er will constit�te one instr�ment. When the cantext requires, singular nouns and pronouns inc�ude the plural. [�IGPd�TUR�� AP��AR �N �H� �OLl.dV4lIN� AA�� Temporary Construction EasemeM ReV, 2098D60B I _ �. .:---.�_..�-:. . ... . . . _ _ , . . .. . .. .... .... . ... Pag@ 3 af � GRANTOR: W�N C�TG FUN� ��--- Wen Chi�ag F�g, divi al AC�T()'6�,Ei3GE11�N'� S T,A.T� 4F �' � CUTJNTY 4T rc c.r � BEFQRE ME, the tmdersigned authority, a Notary Pubtic in and for the State o� Ne�sr Jez'sey, on il�is day person�lly appeared Wen Chin Fung, individua7., �io�vn to me to be tUe sazn.e psrson w�aose name is subscribed ta t�e foregaixzg instru�izen�, at�d �clmourledged xo me �ha.t the same was th� act af _ Wen Chin� Fun�_ and tJ�at helsk�e exaeuted #he Same as �e a.ct of said individ�xal for t�e purpos�s and con�de�ation �herei;� expressed and zn the oapacity thereaz� stated. G�VEN UNDER MY H�1�1'D AND SEAL 0�' O�'�'YCE tbis �� day of i 20p�. C�.. o Public ' d%z- t�� Sfiate a�. � �,A�GFtA S��CULSKI_ � • � _. Nota .ry Public � ' State of New Jersey�. �� - -- My Commisslan Fxpires Dec.�4:;.�0� . � . . Tempnrary Cons[�ctlon Eas�ment Rev. 20 K 906f18 ...... .�:.. . . : _ �. ... .. _._ . . .. . . : . . :.. .....:....:. :- � . —. _ .... _. .. . _ ._ . Aag� 4 of � . . . . -. �.. GRANTOR: THE CHilif J. CHAIiiG A,ND WAI�IDA CHA�IG �'.�li+�XLY LT1V�3TED PAR'TI�IE��HIY a Tcxas Limited Partnership $y: ��iIN A�J9 4NAAFAA GHAN� FANl1LY E�VT�RP3�I�i�S, l�1�., � Texas Ca�poration, its Genetat Partner �y: !,� � ,�,_ .�, �,,.� .� r: r. Wanda Chang, Title: Mauagsng Director AC�il10`V�'I,E�G�YV�1�T STAT� O�' + � 1�� CQI71eTTY OF �� BEFC3RE ME, t�te u�dersigned atithfl�ity, a Notaiy �uh�ic in and for the State af Te�as, an this day personally agg�ared WaIIda Chaa Mana in Du�ector vf�hi�a & W n,c�a Chart Farnily Enterprise, Inc, known to m� to be the same person whoss name is su6scrihed ro the foregoing instntment, and ac�nowledge� ta me that th� same was the act af Wanda Chan� and that helshe e�eauted tlae same �s the act of said _ Mana��, Di�ector_ __ fQr the pu�pases and �o�sideratian therein expressed and i� the cmpacity th�rein st�ted. +�'siV.EN IJi'�D�R MY I�.AND AND SEAL �F aDFFl�E this ��'i" day of �;,,,� , 2� !'�, ��Y � �� .� ��"� 4� C�t�tt-�o��1 � A1�rY t� ��Iti�� ; Nat�y u li� u� arid :For tti� �tate s�f �,e.�,,� V Tempnrary Ganstru�von �aeerneni Rev. 20i90609 . .,. _ . .. ._ ... .._ . . _ . �_��:.---..:__,_ ... _. �.. . ._ . . .�. _ � . .. . . .�.._. .. .. ....- � � - Page � Of 9 GRANTEE: City of �ort Wor�h �---�-" By (Signature); �6=.�=-a-.= �- � � . �� , �t iC ty'Man e� APP�2QVED AS TO FQRM A�lD �,�GAi.17Y sy (Signature}: ,�p,>,�,,,, �,��„ ,n, Matt Murray, Assistanfi Cifiy Attorney Ordinancs No. 2416�[-OA�-2a20 No M&C required A�KN�WLI�DC��M€MY 57AT� �F T�XAS � -�C�UN7Y C��' TAFtF2ANi § �I�FORE ME, th� under�igned aut ', a Noiar�Pu� c in and for the Staie af Texas, on this day r onal�v� appeare� �1. , �� af the City of Fort arEh, known to me to be the s me p son wh e name is subscribed to fin� fioregaing ins#rcament, and �cknawledged �o me that #he same wa� the act nf the City of Fort Worth and that helsF�e execufed the sama as the act of the Cifj+ nf F'ort Worth for the purpa�es and cansideraiion therein expressed and in the capacity theeein stated. GIVEN UNDER MY HAN� AN� SEAL OF OFF[C� this � l day of , 2Q,�J. ��'"'�r �� sE�ENa a�� tary Public in and for the State of Texas `��4�R �?f/B R�r s�°�,.��• ;�; Notary Public, Stata o1 Texas �. f�,.�,�$ �'omm. Explrae 0�-31 •Z02� %•;;a��';`►•` Not�ry ID 132�4225�� Tempprery Consltucfion Easement Re�, 2Q'1806D9 -�--� � --- ..._ . . ._. . .. . _ ... �:_ .:. . . ,..,•�..,.::..... _ _ �. �--.. ..... ---.. �age 6 vf � . . .. _.. . . .... .. _ BO1�TD5 RANC$ RU.A�.I CORRIDQRIMPRQV�1dI�1V'TS PARC�L No. 9� T�E CITY PROJE�T 1lia. �O1.009 1029D �LLi� �O�D1�TD R4AD W. XtED�LD SURV�Y, AB�T�2A,CT T�To.13�8 EX.�IBTT `fA" Bei�:g a iempars�y constructian easement situated in the Williasn Redfield Survey, Abstract No, 134$, Ci-[y oiFort �4Torth, Tat�ant Caunty, T�xas and bexng � portion of a 55.872 acre tract n� land {by deed) deeded to Chiz� 7. Chang and Warida Chang Family Luniied Partnersli�p �s recorded in County Cl�rk File No. D� X�308972 aftbe Deed Recoxals afTar�ax�t C�unty, Texas, said t�rrtporery consb�action easernent being moi� particular�y descr'rbed by metes and bounds as follows: CO�Si�iElylC�leiG at a S!8 i�h i.z�an rad fauz�..d in �e east line oi said 5S.g72 acre �c�ct o£ land, said 5!8 ineh iroz� zad l�ain� in fhe e�cis�ing sauth right af-way Iine a� E. Bonds �nch Road (a vax�iable width rig�t�o� vwa�}, said 5/8 iu�ck► ixo�. xad bezng ihe naxthw�st corner of a I4.�' �ight�of w�y dedica�ion as shawn on plat �oi Hawthorne Mead�ws, �n additian #a �ae City v� �'art Worth, Tartant Cau�nty, Texas as xecorded in Coitnty Cl��lc File 1�To, D2172�?9� Q1 of said Deed Records of Tarrant Caunty, Texas, said 518 inch i�ron xod be�ng the so�thwest c�rn�r af a 0,577 acre tract af lan.d (by de.ed} de�ded ta Tarrant Coun�ty, Texas as recorded in Cot�nty Cl,erk File �Vo, D20a120�5$ o� said Deed Records ofTar�,��nt Caunty, Te�as, from wk�xch � S/$ u►ch iranrod with cap s#amped "A.N.A." f�und %r the soutb.east carner af said U,577 acr� t�act nf 1�nd and b�img in the nrn�th line of s�.id �D.O' �ght-of way dedication bea�.s N'orth 89 degrees 53 minutes SX seconds East, a dxstance o�" 795,73 f�st; THENCE North 00 degrees 23 rninutes 5�7 seconds i�est, with the east lina of said 55.872 aare tract af lanc�, wit� ih� west lin� af said 0.577 acie tract of Iand and with the existia� south.. ��ight�o� way line� of said E. Bands Ranc1� Road, a distance o� 31.26 feet to a pflit�t for the noriheast ca�.�er of said 55,872 acxe �aci o�Jand, said point l�ing the nai�thwest carner af saad D.S77 ac� i�•act o£ la�.d, said point a1�o being �n interia� ell caineY in the e�sting sout� �right�of-way �.ir�e of said E. Bonds �tanch Road; THEI�TCE South 89 degrees 51 mYnutes �� e�ond:� West, with the nai�h line of said 55.872 acre �act ofland and withth� �xisiing sou�th right oi=-w—�y li�t� Q� said E. Bonds Ranch �.oad, a distance o#' 9!63.62 f�e� to tb�e PQIl�I'T UT 13�.GIN�1�`lii T� of the her�in descrihet� temparary cons�ructirrn easernent; TH��TGT 5outh a4 degrees OS :rni�autss S7 seeoz�ds East, a distance of 20.00 feet to a. paint ��r com�,r; T$��ICE South $9 degrees S 1 minuies �3 seconds VSies�, a distance of 250,0$ feet ta a RO.W. marker set fax• an int�xio�' �il aorr�ea� in the proposed south i��ht-c�� Wa,y linc o� said E, �o�.ds R�anch R,oad; THE.?�TGF: I�Ioz�th OD degrees 08 min.uies �7 seconds V�esf, vvith ihe propos�d south zaght�o� ►'vay lin� a£ sazd E, Bands Ranch Road, � distaxi.ce of 2d.00 �e�t to a R..O.W. mark�x set for �tha intersection of the propos�d south righ� of way Iine of �aid E. Bands Ranch �oad wi,fi11 tk�e existing north right�of wa�► lin.e af said �. Bon�d� Rat�ch Road, sa�ic� R.O.�T. rnarlcer Ueing it� the north Line a�Fsa�id SS.872 �cxe i��act ofland; $xhibi,t A Page 1 of 2 .........:. : —.-. ._.. . ._...._._ .___.�__:..___�__:�___�:.....___._.� - .�.�... .. ...._.......... � _ ......... ..... ... . • _ _. . . .. . . _ . • . . _... ��g� � vf 9 TH�:leTCE North 89 degrees 51 mY�utea 03 secands East, wif.h the norCh line of said 55.$72 acre tract o�land an�d with the existing south ��gl�t-o� way line a� said $. Borids R�uxch �.aad, a d'zstance nf 2�0.08 �evttv the POI11i�' QF BEGI1�Tl�TI1�G and con,tainirrg 5,00� square feet ar 0,115� acres of Ia�d, rnoY•� or less. I�iotes: (1) A plaf oiaven sur�ey date herewith accompanies this Iagal desu�ip-k�c�n. (�) ROW ma�kars alon� proposed right-oi way line are a 5/8 inch iron rod set with blue cap stamped "G�RRONDO�iA" unless otherwi�se nuted, (3) All bearin.gs and cooxditaates ara refe�•ence�. to the Texas Coflrd%nate �ysfem, NAD�$3, Tk�e N'ort� Cent�al Zox►e 42U2, alI distances and ar�a,s shown axe surface. {4) ��,u�vey�d on the ground .S e�tember 20I t5. Dt�te: Fabruary 17, 2020 �� Curti� Srnith Re�iste�ed Pinfe�sional Land Surveyar Na, 5494 Texas ��n No. 101 �6900 E�ehY.bxt A Pa�e 2 of 2 -•---- --------�-------._ .:---�-- ---------�- �----.__�� _ _ ..._...__.._.._._... , - - -�---------- � - �----- - �-� --- --- . _ .. .. . . .._ .: �- �- _._ �. .:_ :..� _ ..f_�-- . _ . ___ _._-.,- - - — =-- � • - '�- -' � - ---•--......_. , ... � . _.. . Page S of � . ... �.�.�.�.�'I� "�g s� �.�xc�� ve. a �c.� , ; ! � ,, � � �� a �T � H�NRY V�O�ERTS�N SURVEY � � ,� �oT �a �z�� ABSTRAC1" Ido. 1259 I�� 4 �lJG7�C iTffiT� B'STATIPS W� I AtlGl! VAYI�& �'�'dT85 YOLUXS S8B-l82, PAG� 7�4 {�-- � V6L�llfb' 888�-18,8, P�G$ 7'd �� .f'.R.T.G.� � c� F.R.R:C.T. � � � — — RIG}�C�-c>F�tYRY '� E, BOIVDS RANGH ROAD (�q VpRIA6LE WIQ'fH RfGHI'-OF-�A1� �� 0.677 ACRES {BY Q'�p) APPROXI�MA D ATI�N c� SURv�EY LENE �� r"-��-' 7ARRANT COt1iJf'l TEXAS '—"�`�r� a.C.F Nn� d2�oj2445� ��i�fNf, RIGHf 0 -V1AY A R.R.i.C.T. 5 89:�9 03 1'S�f 963:62 I� � 1P' R.Q.W. D�piCATEON w%5CAPR N 40`23'67"tV E7IESfENG „ � C:C.F. Mo. R21724B3Ai� STAMP 31.2@' G--0 - N B9'b3'51 � 795�73 �.Fi�T.C.% �. i�. �. 4 7 4 _' ..,_ i 4Y.�, r -- FNb 5/8"I� .HLO�iC f� � io�r 1x LOT 7 �1'a�s�n� N��ol�s C.C.F� N0. �,E/720S9d� 55.872 ACR�S (BY QEEDj A.� r.c s: CNIN. J. CHAhiG A�ff] BLOCK t WANDA CHIWG Fi��IILY ��e�a�roRN� �anoars LOF 8 wr � �.ar �o �..or is �or 7x wr �� LIMlTE�3 PAf2TN�q35N1P ��'.h'• N0, D2f7�US8D! C.C.F. Na. No. D2723�J8972 � �F�T c s: [i.R,°P.�,T. WILI.IAM 1�EDF�E�p SllRVEY PIERZ bFil11� �asr��cr r�o. 1345 � �a� wm� �,�e��,� 1. A �E�IU, RFsc�IP7�oN aF E,VEN nAT� ACCn�APAi�fa TM5 PtAT. Z. ROA1 MAH�ER5 RLONO pROPOSE� RIi3Fir—OF WAY uNE ARE A S/�' IRON itOD SkT INRH BEUE CAP SFAMP�O "GOIiR�N�E11 UI�SS oTF�fi9�H5� NDTEP. 3, A!J- B�4RING5 ANp D��li�INATF.s Al� REFEREl+iCEti TD TFIE TfXA9 C04ItDfMA7E S5'S'fEl�. NAD-83. TH� F[DR�FI CEPRRAL ,�OM� 4?A2, hLl.. pISTANCES ANa ARF'AS SHOVYN ARE SURFAGE. A, SURYEYEp qN TF9E' GROUPro SEPTFJYf9F�! 2016 LOT 14 100 �0 0 fi�� 5��,� 1N FEET � �� 9 2an TEXAS s7F�E�r � FORT ri�ortrH. 7�3Cns 7e1az � � Rf1 1� lJ � ��1 ►�� b L./�'�l,L/ fl� co��rvo� r��Ro �r�r�v�s ,�� T�;��+9 �. 9 7CE CITIf Pf20J, N0. 1010�9 � �7;�� + J� 11 CONSZ'RUCTIDN FA5E�4�i+1� hf�x.soo.�..a..y/Mc.��.ur �IN J. CF�AN� A�fD 4YANDA CPlA�!(3 FAMILY LEMITED pARTNkl3SHIP ~ C RTIS S�I! ,� ,., ., .,...,�.� ...,�... 1 �L`RL9Cl I1 [`I I�SIG\/ AOG�TI�AM •1_ i`� Ab e�� 5494 N��' � �.�CA'T1dNs C1M OF FQRT WORTH, TARfiANT �OUN1Y, TEXAS EASEMENT AREA: �5,002 SQUARE ��Ef OR D.115 ACRES WHDLE P�OPZRTY ACR�AGE; 55.872 AGRES fBY DEED] _. ....: ,. ._ ,.:...__---� �� - -- — . • ._._........ � . _._._..—.. . � .. .... _ . _ .. . - -- � Pag� � of � ��.�� aa� �� ! .1'AR�E.� li�a. 9 7'CE I tor is H�NRY RdBERTSON SIfRV�Y Ac�uismaro �� s ABSTRACT No. 1259 �ocp�or� auca rv�rrr�e a��.�s� vazua� ssa-rsz, .PAGB' 74 P�R.T.e.T. pasl7Nc _ , _ _.--, , RI�-�OF�-1HAY � _ . i.ocaiiaN oF'ncQuisir�a� E. ��NDS RANCH R�AD P,O.�. (A VARIIV�L� fhrlp7H RIGHT-bF-WAY) APPROICIMATE LflCA ION � SURV� lJNf ��r�r�— —�rR��k�� E �� N 89'S1'03"� 26f1.Q8' s�Ri'�°R ' S ��'S1 "en+n �/s� i� �ri CAP STAI�PED n.�a.a (BEN'� ..�� I a ��6 �� o�� S� �wo� [s [> � �m2� �ti a �� 1 s � ! sEr �.n.w. I�IARKER a � u�. � � T � �� l,[_ � �d � s �� I � �I RlcH7 DF--41'AY ;�:;:.�;�;.:::V•.;., ,�,;;;.;:��r��7 ss3.62� 2�iA.�B' .. ��MPA�Y �DN57RUG"Ti�N �I�M�NT A�EA S�[102 5(�. �r. oa �.11? ACR�.S �aNe � L � HEN2AVG ST L 1 5 Qfll'Od'57 E T.0.00 �-� H oa�ae s� 2o.ao W�LLIAM R��'I�LD SURV�Y A85TRAC� Na. 134� MDTES: 1. A LEG�iL. R�SCRIPTlON RF FV4d llATE pOCD�4PIWIES TIiIS P1qT. 2. ROW MARK�RS ALONO PRpP05E0 RfaHi-nF--WaY LIN� ARE A 8/B' [1tON R0� SEC WIfH BLUE Cl1P SfAMP�Ii "GORRONDONA" UNL,ESS DrHEFiN'I5� NOTED, 3. ALL HEARII�GS AND G�RDINA7FS ARe REF�REh10ED TO 7H� 7E)[AS COORDII@RTE SYSiEIul, Nl�-93, 'fHE NORTl1 C�NTHAL ZOME 4202, A�L D15TA1dCES ANd AREAS SHbWN AR� sllAF�E. A�. SURVkYEA dN THE GROIINO 5EPiEkiBER 2�76. S�.$22 AGRES (BY D��q) C�IIN. J. CHANG AND WAI�pA CHANQ ��d!rJILY L.IMI`i�? �'ARYN�RSFf�p G.�.F. �to. No. ti2123o0�7.� [}.R.7.C.i. �oo �o o �ao SGALE iid FEEf � L��? �I �'� � � �`C� �"� �� '"tf� 20� 'fEyfAS STREET � FQRT WDRTH, TEf(kS 7B1q2 � �1 �f � � ��i1 7 V � � O�� co��r�Q� I�P�oYE�r.��v�s ,�P� G��sr�;�'F�- �. 9 TCE CI7Y PRQJ, N0, 1fl1409 ��4'� ��.�i1� IIN J. CHANG AN[i WANpA CHANG FM , R�.RFIELD 5U�tVEy� ABSTRAGT No. 1: CIlY DF FORT WOR7H, i'ARRANi' COU� AR�A: 5�bd2 5QU,4�t� FFrT OR 0.916 BY: JLC � �r�s s�ir �.....,m_ ............ .„.. � (' S494 r C �� CURTIS SM1TH ti�C1S[EAE'0 PROFE451WNAl. �I.AND ND 549q� Ho. • bii7�AOR.��doa eeV ■:=�—wes_ � � � � � � . �age 1 of � . �22�'110�37 5l15l7020 9:Q6 AN[ PG5 7 Fee: ��•OD Submitter: A�l�Nll Electronically Recorded by Tamant County Clerk in Official Pvblic Records �.�, -�j;� Mary Louise Nicholson NOTICi� {�� OP�FIpENTIAL�CTY RI�HiS: 1� Y�U AR� A NATIl�3Ai�. P�RS�N, YAU MAY �E��fiaV� CIR S7RIFCE �4NY OR A�.L OF 'iH� FO�.��EfUlld� i��O�INIA°TkCJN l��tOL�Ai �i�l� I1�[a�RUii��1T BE��E IT IS �'IL�p FOR R�CORO 1N 1 H� PUBL.�� C@R��: YQll� S�CIAl� SECURI7Y NLlRIIB�� OR YOUR DRIV�R'S L[C��dSE NUYk�IIB�R'. CFW Pro�ec� T+To. 7.01009 �onda �tancia Raad Corri3or �pr�venoients PARCEL NO. 3 Pe�-m�ane�t Drainag� Easer�pe�at 3�.x E Sonds Ranc� Road �. R[3S�xtT�U1� SURi'�Y, ABST�ACT 1259 STATE QF TEX�S couNTr o� TA��AN'� �A�: GRANT(aF�= 041. I4/;eu�� § § KMOifil ALL NLIE�i Bll THE�� PR�S�,M?� § C1�1( OF �'ART WQRTH QRtA.ICdAGE �ACIi�lZ1( �d�S�ME{�4'� LR�'i�F'7� PRI�.TM�rc�, I...�. GRANTUR'S MAILlbIC3 AD[)RES� (including County�): 924�00 GOI'� �@ �T�, isuu� ��LI�A�, �AL.L.AS ��iJIV'i�'„ T3C �5��1�2f36� GRAi�i��: G� � � �� F�1�1� 1flIORT� GRANTEE'S Mf�1LING ADDRES:� �ir�cCudin4 i.:o��iyt; �fl0 �i @�S S�'�.��T �o�� rc��, � ��r�►�w7 �ou��;r, r� �s�� CONSIDEF�e4TION; Ten u�ii�rs (�1�.OGk� and viner c��od �� vaiz�aia�� consicferatiar�, [�e rec�ipt a�d sufficisnGy of whfc#� is her�by acknowladc�ea. PRfi�P�FtTY: ��INC mare p�rticul�r�y �escr➢�ed in ghe a4kac�e� Exhibi� ``A T ar�c� ;,�f:� Grantor, far the cansideration paid to Grantar and other good and valuable cat�sideration, hereby grants, sells, and conveys ta Grant�e, �s su�cessars and assigns, an exc�usive, ��rpetuaf easemen# far the canstructinn, aperation, maintenance, repfacernent, upgrade, and �RAINACyE FACILiTY EASEMEN"f Reu 20190809 Page 2 a� i repair of a Perrrtanent Drainage �acility, hereafter referred to as "Faaility�. The �acility includes all incicfental underground and abov�ground aitachment5, equipm�;nt and appurtenar�ces, including, but noi limit�d ta manhoies, pipelines, junction box�s, inlets, �lum�s, headw�lls, wingwaEls, slope pavement,��bions, racic riEa-rap, drap structures and access ramps, and other erosion conkrol measures in, upon: under and acrass a par�ivr� pf the �asement Araperty arid m�re fully describ�d in Ex�hib�k "Ap and "Bp a�tac�ed her�a and ineorporated herein f�r all perfiinent p�rposes, fagether w�ti� the ri�ht ar�d privilege at any and aEl times to ent�r Easement Prop�riy, or any part�hereof, fiorthe �urpase of canst�-tac�ing, op�rating, m�intaining, r�pl�cing, upgradi�g, and repairing said Faciliiy. IR no e�ent shall Granior (f) use th� Easement Propetty ir� any manner which interf�res in any mat�:rial way ar is incan�9ste� with the rights gtattted hereunder, or (II) erec�t or �ermii to be erected �rithin the �asemer�t Pra�eriy a permar�erst siructure or buildfng, fC1CIUdi�1�, buf not iimited io, monument sign, po]e sign, billbaard, bricic ar rttasor�ry fer�ces or walls or other structUrea that requ[re � building pertr�it, o� any structure not requiring a building permifi but which may tF�reaten ihe stru�ura] infie�r�iy ar capacfty of ihe Fac�l�ty and iis appur�enances. Grat�ee si�all be obfigarEed to resfvre the surFace of �F�e Easernent Property at Grantee's sole cost and expense, including the restoration ofi any sidewalks, dri�eways, or slmllar su�face improvements located upon ar adjaaent to tFte Easement Proper�y which may have been removed, relocat$c!, a[tered, darnaged, ar destrayed as a result of the Grantes's use a# the Easement Prnperty grant�d heeeunder provided, howev�r, that Gran��:e shail no� be n�ligated to restor� or replace irrigat[on systems o� oth�r imp�-ov�ments installed in vioi�tion of the prvvisions anc! intended use of this �asemerrt Proper�y. Under Chapter 24, Subchapfer � o�ihe Taxas ProperEy Code, as ��endecl, the Grantor �r the Grantor's h�irs, successnrs, or assigns m�ay be en#itled be%re th� 9��' anniver5ary of the da�� of this acquis�iart tQ repurchas� or request cer�ai� inf�rrna�ion abouk the use arad any aCtual pr�gress made tow�r� the us� %r which the Easem�nt Properiy was acg�aired i�hrough eminent dornain, and tne repurchas� price will b� the price t#�e Grantee pays Crartfor in this �ct�utsEtipn. TO I-[�►1f� AND 70 bOL� the above-described Easemenf Pr�p�rky, fagether with alf and singufar the rights and appur�enances thereto in anyway belonging unto Gran�ee, and Grantee's sueces5ors and assi�ns farever; a�d Grantor do�s h�reby bind itse�f and ifs successc�rs and assigns to warranf and farever defend all and si�gular the �aserr�ent unio Grantee, its s�ccessors and assigns, against ev�ry person whomsa�ver lavuful[y claiming or to claim fhe sarr�e, or any par� thereof. This documen# may b� �xecuted irt multipl� caunfi�rparts, each c�f which w€11 be deemed an origina�, but which tagethe�will consfifut� one fnstrument,lNhen the canfext requires, singular nauns and pronouns incfude the plural, [ aICNATUF��S k�PP�1�1R ON TH� FOLLOIiiIiNC PAf��] ��IM1i4GE FACILITY F�55ENiENT Rev. 261 Bd648 �'ag� 3 of i GRANTOR: LRt�PI-PTN! PAR7N��S, �.P., a Texas Limited Partnarship �y: LR�lItaPT'M �nter�r�ses, LLC, A Texas Lirriited �iability Corporation, i Ry: GRANTEE: City ort rth By (Sigr�a#ure): Steve Co ke P�aperty,bLanagement (Print Name) , TitEa_�� APPROVED AS TO FORM AND LEGAL[TY Mc�f Mur�� By (Signature}:�e r �e z (Prmt Nam�) �+laf#hew.Glurray � Title Assisiant City A#torney C7rdinance No.24161—[D4-2020 IVa,,rri&C required ACiChlO E.EDGFI�PIE�1T STq i E O� i EX�S § GQU�I i Y QF 1�4RRANT ,� ��FORE NIE, the undersign a�thori , a Nata Public in and forthe State niTexas, o� ihis day personally appeared ��•Ir . 1'Ir � r` --�� , known to me to be the sam� person whase rta ' e is su�scribed t tl�e foregoing insirument, anci ackr�awic:dged fo rne that fi:�� same was the acf of �.(��t - P i �n��r r?,�� r1� and ti�at he/she executed the same as the act of said �'T '` ' or the purpases a�d cnr�5i�deratior� ff�erein expresseci and in the capacit�a iherein staied�_ ��- C,�V�i�� UI�QEI� 1'JJ{1� NANa R{�7� ��1!_ C7F CaFF�L:.� thl� I�� a� O� . 20 � � , - �*"�_ �r�� - �'�3z57 '�' -� � :� � �fur�e 42, � � � [,i��../ Notary Public �n anca for the State oi` '�ex�: 6StA1NAGE FACiLCFY �A3ENEENT �ze,r. za�sas�� Pag� 4 of 7 AG�INOIt�l1.EI�GEVYi�4�T ��i� 0� T�X�� GC�I�N'i Y �� 7'ARFtA�]T � B�FQR� ME, the undersigned authori�y, a�lotary Public in and for the State of 7exas, on thi5 day parscanakly appeared Steve Cooke- Pro e�r Mana exx�ent Director af the City of For� Wnrth, known to m� to be the same per�on irvho5e name is subscriBed to the for�gaing instrurner�f, and ackn�wl�dged to me that tf�e sarne was the act af the City of Forf 1Nor�h attd that helshe executed tFre same �s the act af th� City of Fort U�farth forthe purpos�s and consideration th�r�in expressed and in th� capacity therein stated. GIV�,N UNa�R MY HAND A�l� S�,4L. O� flFF[G� this �_..�� day afi , � -- ,,.._...� 2�• ,Y_ rF� �� . Not ubli rr d f r th� Stat� of T�xas ,�. !wll��S VEIW4�L�;; - `... ��;:�y�1+ Pu�Q�to af x�xas r . ,� ��+lD �B42Q�0$ ..�.r �� Q. FE�, 05, �022 ARAINAG� FACILI'FY F.A15�TAENT iiev. 2P19U64� �age a of � BO�Ta.?S RAN�H i��.AD CUI�TtiIDQ� MMP�tCsY�N�[EE1�TS PARC]�L No. 3 P� FART 1 C�'I'Y ��i.�DJ�CT �to. �.Q1009 3I.3. �. BUNDS xt�iCH ROAD g. R�$�RT�O�C' SU1�"V�X, .A.�STR�.C7[' I�o, ]�S9 EXk�B�'X' ca�» Being a pex�n�xi.ent drainage easernent situated � the H. Rot�ertson Survey, Abstract �io. 1�59, Ciiy of �'ort Wo:tfiJ�, Taix�t Ca�anty, 'X'exas, s�zd pe,tTnarlez�t dr�na.ge eas��art i�eing �. �3dz'tion o£ a 45.623 scre traot o� �a�d {by daed} d�ded #o LRM-1''TM Fariners, L.P. as z�ecorded in Co�ty CI�'s File Na. D21306SS52 oi the Deed �ca�ds o� Ta�rant Co�mty, Texas, said p��ent drain�ge eas�ant being mo�re particuiarZ� descxibe� by rn�etes anc� �ao�mds as Follovrs: �U�JN�LNG at a 1l2 in.ch uon md wzth cap stampec� `°�'LS 48I�" found fbr th� mortheast caxne� o� said 45.623 acre txact of land, said 1!2 iAch izon rad vvith �ap st�mped "RPLS �4818" taexzxg the in�e�sect�on of the exi�s#ing �rest right-of-way line o£�.M. 156 (a vsriable w�idth right- a� �y} wi�t�. ths exasting south righfi of-way Iine of Hil�.sk,�xe Drive (a 60' right�� w�3r); �C:,�+ �ou�h ei � da�ees �:� �iaut� 43 seco�=� East, with tha east lin� �f said 45.623 �.��. tract of land and with the ex'i�n,Y�„ vves� ti,ght o£v,��.y �z� oi� �.:d F.NI_ iati. � distauc� a�' 889.i4 fe;�t to ihe POINT OF BE��G n�the herei� described pe�ntanent drai�ag� �me�, T.HENCI� Sou�► �?U de�� '�3 minut�s 4:3 seenmci�� a�, �uith the east l��a af sairci 45,6�3 �� i�t of Ia�td an.d with the sxisizng west ri�t-o�-�va.�+ Ii�� nf saia� �.Fvi- l:�u �. distaur.� o�' ?S,0 p f�t to s paint ior cor�aex, from uv�icla a�.O.W. m�a�ker #bc�nd �v� t�e intexsecti�� af the ex�l�� est right o�E ivay lin� of s�d F.M_ 156 vvith the eacisting nar#h rigl3t a� way line of E. �3onc�s �ancb Road, (a variable width right�af-way) bears 5ou� 00 d�rees 13 milautes 43 secands x3as�, a disfazxc� of 99.96 £eet, said A..0.�7i�. mar�e�r being th� �nt�st �ast'e�rly northeast corn.ea' u�f th�e 12igk�t-o� Wa�r Dec�icai�on fa� E. Bonds Ranch �oa�i a� s�ic�u;ra crn pia� af �ands �.� Mar%e�ii�., aa. adcii-ti�a �cr t�,� City o� Fart �ortY4 T�az�ran� c:auuL�, Texas � z�coxded �: CQ'+�.ty Clerk�s FiI� ?�ic. D�:i 82'�8�21 of Saiid l�ec : ReCUrd.Q of�7`�.rrani �o��.y, ��'eX�; THENCU 5ou� R� de�aGs� �6 mi.au�G� �7 se�onc�s wG�, � r�istr�.::e of ��.u+� #'eet t� s ponn� for ��t TH��Vc:�:I*�oz�� 7� deg,r��,;, �?� mix�.ntes 4-� secona� O��at, a distanae +�� 77.UO Ieet t[� s� �c�►nC. fG.i C()�1eT; T�NCE �Iortd� $9 de�ees 46 mintrtes 17 seconds East, a distan�e o� zS.00 £eet �o ir�e ��Cl�`i� � 4� �E�ll�iIl1�G� anc� ca�ata�ing J.,875 squaza €a�t ar 0.04� �czes of iand, �� i iesa. �xG�ibrt A Yage 1 oi"2 �age � of � l�T�tes: (1) A plat o£ even survey dat� herewith accampanues tJ�is 1ega1 descrip�ion. i'2) RDW rnark�ts aioz�g praposed �ight-af way Iine axe a SlB ineh iron md se�G w,ith blue cap s�amp�d "�SORI�ONDON,A," w�less othexwis� �ote�. (3) All b�ri�gs and �ooxdinat� are �e%zenced to the 'Z'sa�as Cva�rdinat� �y�rxz, NAD�-83, The �+7oz� Cen�al Zone 42Q2, a]1 dist�ees and areas shoyv,n �re sux�ace. (4j Surveye�i on t'ha grouz�d Se�tember 201�. Date_ Feb��xa�y 17, 20�0 ---..�� G'u�rtis �mifih Regist�ed Pra�essiozaa.l, La,nd Suzveyox �To. 5�9� Texas FirmNo. IOZ4�9QQ E�ibit A�age 2 of 2 Pag�9of� �'.�.'�.�.�.�.1�' "� �: P.�iC�L Na. S T'� F�RT �' ��E �� (� ao' RtaH'r—oF�WAY} u�1e re4Bt�E • p' "� � � 19vE B tN sfAHGE �. D. C. L-7 S LO'13'�A3"E 75:flD' ''i �.-�, s�s��a r� �s.aa� �vu �/2"�R w{eAP � � ^ � SfAMPID "RPLS 4816" I � L-3 N o0'13' �g.0p' e; �, L-4 N 68'�6'17"� 25.U� � j � a /� , PE3��IIANEM �� I � � .� ;� ;`H. ROB�RTSi�N SURVEY ��,��n ` ��= �` ,f` AB�iRAC� No. 9 2�59 �,s�s s� �: oR t�,-..�T ;' �, a.o+� ACREs � i,:•:. � � 1m.1�:...J f i �:.m �. � su DRNNAG� EnSE�IENT �� ff 1� C.0 F�lo. p2p875D261 I a �.�r e.r. '1RAGT i � �f j �� . fr ii�MAll�Dfft OF ' � 45.623 ,4CR�S (Blf DE�aj nas11N� li; � � � tRM—P'iM PARTN�RS, L.P. �� oF�'Y � � � �' � �i�i�,nRr G.C.F`. Nv. No.� D21 �SS6�2 2m�u�� rr � � ; � �--SEWER �ASEf�id7' 0.C.F Na� 33208iS0?52---�-� I a.C.F. A2a. D208tBU256 1].R�T.C.i. C.RTCT � � v+ t i y D.R T C.7, f � � I � J � F%in. --------�__-------T .. I uni — .—� �r—�,��.. � RI �F�--w� Y _ � � ' � I —. ...4 _ �I J. , _T.. — — _ _ I I RiGli� OF—WAY DF�If.41TpN �I� � p/��1 � F�R E. �pND5 ►iANOH R�pp . L.7��U� 1 i�1d�TCl'Hi �� 94 0 RIWCH�liTARfiEiPIACIE ,.s VARIASL� Wlt� i H RIG.F[T—QF WAIf c.c.f_ �o. oa�$x�sszw �' � o.e.T_c.T. �. A 1£GkL �ESCR1P7141? OF �Y�f bATE n�GiMr�Al�eS ��t� r�r- Z ROW MARK6RS ALONi3 PROPOSID RIG�fiI'--OF'- 1yAY LINE RR8 f1 5/8" ]RON iiOD 9EF Wfl}I 61U� CAP SI'J�MPm '�oRROi�IDDNA" UNt�� 7H�RPhSE No7Eo. 3. AEL BEARMGS APEE) COQR�INATES Af� REFEREHCEp'7�D 7NE TE]t�S dOpR01NATE SY&TEMT, N,4b—B:J. THE NqRTfi G�N'fRA4 XONE 42D2, A�l pIB7'kNG�6 M7C AR�S SHO'NN ARE �URFi4CE 4. SURUEYEn ON THE Gli6UHD SFPiEkk�ER 2ti7 B. � � O ti ) � t� � 2 � � � J s � � �� J�� c�t� �r� �E� �r�� J�� '��f� iono n��e�effroN srREEr . foRr woRrH, 'rExns �s9oa �� 10' �.t�l �� -°�� '.� . � �^ ^CQRRIDO�' I�P�O�lME21i�'S ,��r'�:4��T�;p�.f'.� n�w�� t��ar w�,; �s.s� � GC�-�s�� Su�bs��.ce �md ��n�sical �o�cli�nons 7C']H[IS ]�.A►.GE J�IEF"�' ITT�TT�C�C�i�'][�1�T�L]LY �L1�.I�TI� CITY OP FORT WORTH Intersection Improvements at Bonds Ranch Road & FM 15fi STANDARA COIVSTRLTGTIQI+I SPECIFICATiON D�CUMEN'I� CPN i010D9-2 Revtsed 7uly 1, 2011 GEQTECHNICAI, �NGIN�EiR1NG 5`�Ui7Y BONDS RANCM R4AD IMPRDV�M�i�TS PHASE � HAVIlKS LANDING R�Ap TO BLU� IVI�LJIVb RDAD (�'M 156q FORT WORTH, TEKAS I'resented Ta Kimley-Horn and Assoc'rates, [nc. ,lune 2017 _. �.. PRaJEG'� NO„ 1Q3-'��-2�Q � F��_��.��, �� LF1�TG�I�TEEId�I�T�s II�T�a ,� 7G35 Pe1�Ule Llri�ve Foet Worth� Texas 7Gt 18 �v�v5�. cu� Je�3gr.co�n June 29, 2Q97 Repor� Na 103-17-25Q Kimley-Horn and Associates, lnc. 801 Cherry Street, Suite 950 Fart Worfh, Texas i6102 Attn: Ms, Sam ❑elmotte, P.�, ��O`f��HiVICA� �NC1N��RING ST[JAY �ON�S RANCb ROA� IliiiP��V�i�i�N7� �HAS� � bAlNF(5 LANDI�� i�AD TO ��U� r1r701JPlD ROAD (�YYlJii 9�6j �� V11Q� i b, T�X�S Qear Ms. Delmotte: Submitfed he�-e are the res�rlts of � geotechnical engineer�ng study fo� the referenced projec#. This study was p�rFormed in genaral accordanee w�th CMJ Praposal 16-6194 (Revised) da#�d September 6, 2016, Authorization tia proceed was provided via i�€mley-Hor� and AssocEat�s, lnc, Individuai Project Or�er Number fl81018182 dated May 15, 201 T. �ngineering analyses and recommendations are contained in the text s�ction of the report. Resulfis ofi our field and labara#ory services are included irt the appendix of the repor�. We would appreciate the oppar�unity to be cansidered for providing the materials engineering and geoteehnical observatian services during fhe canstruction phase ofi this project. We appreciate the opportunity to be of ser�ice to Kimley-Horn and Associates, Ir�c_ Pleas� coniact us if you have any quesiions or if we may be of further service at this #ime. Respectfully submitted, CMJ EN�I�EERrNG, INC. TeXAS P1ILM R8GI5TRATION ND..F-9177 , � � ��rr•�� _ - �1 Jam s f'. 5appington IV, P.E. Seni r Engineer Tex s No. 97402 � �� y9�� ,-c�....,?,F�. �1� � r�':' �';9;p 1 o*:' .�' �*°ae . . —• P :::�...e....�...�.. ....:.*. � � JAN1�5 P.5APPI�iG'�ON, IV � .... ...... ..s. � .�. ........... :. 'f .� ;, s�aaz w�o ¢+°�' ��Ns�°�':�'�' � �a o��a ��t�� 4.� copi�s submitted: {2} Ms. Sam Defmotte, P,�.; Kimley-Horn and Associates, inc, {email & mail) Pho��e (617} 284-940U Fsix (817) 589-9993 Meteo (817) 589-9992 � � TABLE �F CONi�NiS 1.0 Z.a 3.0 4.0 b.0 6.p 7,0 S.0 Paqa IN�"RCJ DUCTI DN-----_______________________________..�____..____.._.._..�___�_____r_�.__________..____--------------1 FIELD �XPLORATION AND LABORATORY TESTING --------------------------��---------------------2 5UB5URFACECONQlTiONS��-_.._.._.._...___._..---------------------------------------------------------------------q PAVEM�NT D�SIGN --.....----____..._.._.._.._...__.........._...._.._______......______..---------------------....-------------__.___.....-6 RETAINING STFiUC7URE5 ----------------------------------------------------------------------�_.___._____----11 EAR7HWOR�t ____....----------------��______.._---------------__-__�.�_____�---------------------�__---__--------------- � 5 CONSTREJCTION OB.SERVATIONS ---------------------------------------------------------- "I S ��poR�r c�.osuR� _____-----------------------------------------�________----__-_----------_�__________.._-__- � a APPENDIX A , Piate Planof �orings ------------------------__�-----__._________----______________-----_-----_________________A.1A — A.1� Unified Soil Classific�tion System_____.._-----------------------------------�._..__..__.._ti__...._..---w�.�..____....__A,2 Key #a Classification and Symbois�-----------�,�---------------------------------�.--------------�__�._______--------A.3 E.ogs of Borings ----------------=---------.____---------., ,.---------------__-______-------------------------------- A.4 -- A.12 Free Swe�l T�s# Resulta ------,........,._, _—__„_.._. _„----------,------------------------------------------A,13 Lime Series Test Results.__..___...._-..----------�______________—_.�...___�__------------------_---_-.-----___-------A.14 Saluble Sulfate 7est Results� -_______-----------------..___�______---______________�_____..---------------_.�__A.�5 APPEND[�C E� r�;ie� � �er�� i. C11CI4�}e55 l7�SiCjth -- Report M1fo. '117-47-25U Plat� ________---- -- �,1 �- 8.:� CM7 EIJGINeERING, I1VC. 7.D I�lTRO�UCTION 'E.1 General This report presents the results of a gea�echnical engineering stu�y far pavement improvemer�ts for Bonds Ranch Road from Hawks L.anding Road to Blue Mound Road for an approximate projeat length of �,300 feet. The roadway will be upgraded to a 4-lane divi�ed arterial facif€ty with concrete paving. Four roundabaufs are pfanned along the project. Twn of th� rowndabouts plar�ned a� khe US 287 intersection will be enlarged from one lane to two lanes and wili �onsist of HMAG surfacing. The remaining two roundabouts are planned at 5hire Meadows and B�ue Mound Roa� Intersecfions and wilf consist af concrete paving. !n acEditian, a�l- to 6-faok #all retaining wall is planned in the sou�hwes# quadrant of the U5 287 intersection ta accommodafie the planned roundaba�t enlargement. This in�estiga#ion meets th� requirements of the City of Fori Vllor�h Pavement Desi�n Manual, dated January 2��5, Plate A.1, Plan of �arings, depicfs the project vicinity and approximate lacations of the exploration borings. 1.2 P�rpose and Scap� The purpose of fhis geotechnical engineering study has b�en to deterrnine the gen�ral subs�rface Cpi1C[ItIO[l5, evaluate the engir�eerirrg characterisfics of fhe subsurFace materials encountered, deve(o� recommendations for fhe type or types of pavement subgrade preparation anci madification, provide pavement and retaining wall design guideii�es, and provide earthwork recommendations. To accompfish ifs intended purposes, the sfudy has been conducted in fhe folfowing phases: {�) drilling sample barings to determine t}�e gen�ra! subsurface conditions and to obtain samples for testing; (2) performing laboratory tests on appropriate samples to determine �ertinent engineering properties of #ne subsurface materials; and {3) perFormi�g engineering analyses, using tF�e field and laboratory data to devefop geotechnical r�commendations for fhe proposed construction. The design is currently in progress and the locations andlor el�vafions of the sfructures could change. Once the final design is near completion (80-percent #a 90-percent stage), it is recommend�d that CMJ �ngineering, Inc. be retained to review those portions of th� construction documents pertaining to tl�e geotechnical recommendations, as a means ta dekermine tha# aur recommendafions have been interpre#ed as ir�terrded. Report Na. 103-17-260 CMJ BNGINEHt2ING,XNC. 1 I �.3 Reporfi l�ormafi f Tl�e texf of the report is contai�ed in Seciions 1 thraugh 8. All plafes and farge tab[es are cantained in Appendix A. 7he alpha-numeric plaie and ta�le numbers identify #he appendix in which they appear. 5ma11 tables of iess than on� page in length may appear in the bady of the texi and are numbered according to the sectian in which they occur. Units used in the report are hasad on the �nglish sysfem and may include tans per square foot (tsf�, kips (1 �Cip = 1,000 pounds}, kips }�er square foot (ksf}, pounds per 5quar� faot (psf}, pounds per cubic foot (pcf}, and pounds �er square inch (psi}, 2.0 F'IELD �7CPLOi�►iION AN� LABORATORY T�STI�lC 2.'1 � Field Expfaration Subsurface materials at the �roject site wer� �xplored by nine �9) vertical soil �orings. Borir�gs B-1 through B-3 and B-5 through B-9 were d�i[led ta a depth of 10 feef below exis#ing grades for fhs praposed pa�ing improvernents. Boring B-1d was drill�d at the proposed retaining wa11 locatian. Boring B-�4 was not acc�ssible af the #ime of this invesfigatian and was nat drilled, The borings were drilled with truck mounfied drillin� equi�m�nt using continuous flig��k auge�� at t�o approx9mate locatians shown on the Plan ofi Borings, �iaie f�.�. Th�� b�ri ;� I��:, aF�ry Inciud��d ��7 Plates A.�4 through A�,12 anc! keys ta classifications and symbofs used on the logs are prvvideq or� P4ate� �.� and �,; , Undis#urbec� �a��;, ��T cohesiv� sr�iC� v��;e oniained wiin norr�ii�dl ��i��c� aia�Ti�t�r thin-walled (�heiGy) tube s�mpiers at th� lor.ati� F� �how�r� o� f� 4� logs af bori��g�., ih� �r��iu,+ tube sampler I'� cvnsists� of � thin-wa�led stee� tuhe wEth � shar�+ cut#ing edge conr�Pcted to a head �:qui�pec� wifi� :� i bail v�i�� threade�J for toci connectior�. The tui�e is pushe� ini�} th� soil �� the hydrat�iic puiiaFDWilI �r" tr�� driliing �:�_ Th� soi� specimens were e�rudea From �►�a tube in t� e r"�I��1, I�gq�d, tested �or cansist�nUy wit,`� a�ana penetr�mater, seai�d, ar�ci packaged ta limit los:: of moisture_ The consistenc� o� cahesiv� sail samples was evalua�ed in the field using a calibrated hand pene#r�m�t�r. In this test a 0.2�-inch diameter piston is pushed into the relativeiy undisturbed sampie at a constant rate fo a depth of 0,25 inch. Tl�e resulis of �h�se tests, in tsfi, are tabulated a# r�spective sample depths on the logs. When the capacity af fhe penetrometer is �xceed�d, #he value is tabulated as 4,5-�. �e�o�t rra. � os�a7-zsa CMJ ENGINHERING, �c. z e To eva[uate th� relati�e density and eansistency of th� i�arder fo�mations, a modified version af #he 7exas Cone Penetration test was �erFormed at selected locations. Texas Department of Trat�sportafion (T?CD07) Test Method Tex-132-� specifies dri�ing a 3-inch diameter cone witn a 170-�ound hammer freely falling 24 inc�es, This results in 340 faot-pounds of energy far each b�ow, ihis method was modified by utifizing a 140-pound hammer freely tailing 3Q inches. Tf�is res�lts in 350 foot-pouncEs af �nergy far each hammer kalow, In relatively safE materials, the peneirorneter cone is driven 1 foot and tne number of blows required far each 6-inch penetrafian is tabulated at respective fesf depths, as blows per 6 inches an the log. In hard materials (rock ar rock-like), the penetrometer cone is driven with the resulfing penetrations, in inches, recorded far the first and secand 50 blaws, a tata! of 70Q blaws. The �enetratiqn for the totai �QO b�ows is recorded at #�e respec�ive testing dep#hs ort the boring logs. Ground wa#er observations d�ring and after campletion of fhe borings are shown on the upper right of #he boring logs. Upon completion of the borings, the bare holes were backfilled with sat�d and plu�ged at ths surface by hand tarnping or with asphalf as applicable. 2.2 Laboratory i'es�ing Labora#ory soil tesfs uvere perForrr�ed on selecfed representative samples recovered from #�e barings. In addition to the classificatinr� tests {liquid fimits, pfastic limits, and percent passing the No. 200 sieve}, moisture cantent, unit w�ight tests and �nconfined compression tests �vere performed. Resu�ts of the laboratory classificatian tests, moisture content anci unit weight tests cond�cted for tk�is proje�t are included on the boring logs. Free swell tests were �erFormed an specimens from selected samples of the cl�ys. These fests were perfarmed ta help in evaluating fhe swell pafential a# the soils in their existi�►g sfate. The results af the swell tests are pr�s�nfed an Plate A.93. iwa Eades and Grim l..ime Series tests were performed on selected �atnples to ideniify the appropria#e co�centration o� fime to add to soifs for moelification purpos�s. T�e r�sults of the fime series t�sts are �resented on PEate A,1�4. Soluble sulfate tests were aanducte� on selected sail samples recovered from the borings. The suEfate testing was conducted to l�elp idenfify st�lfate-induced heaving potentiaf of fh� soi�s. Report No, 403-�17-25tl CMJ EIYGINSERING, INC. 3 � R Sulfate-irtduced heaving can cause detrimental volumetric c�anges to a lime madified subgrade, The result of the suifate tests ar� �res�nted on Plate A.15. The ai�ove labaratnry tests were performed in general accordanc� wit1� applicabl� ASTM pr4cedures, ar generally accept�d practice. �.0 5U165UR�ACE CONDI�'IA�l5 3.1 Site Geology AccorcEing ta tF�e ❑alfas Sheet of the Geofo ic At1as of Texas, t�� proj�c# site is geologically located in ar� undivided mapping unif w�ich includes the Pawpaw, Wena, and Denton Clay formatians of th� Lower Cretaceaus age. T�e Pawpaw formation is approximate�y 20 f�et thick and is composed primarily of shaly clays with accasional #hin sandy limestone layers. The Werto Forr��atian i� approximaie?y 7ti'i �eet thick and is camposed of interbeddecl cfays, shales, marls, and limestones, The Denton Forrnation is approximately 25 feet thick and is composed primarily af limey shale containing oyster snells. The farmation weathers rap��ly anr! dee�, acfive, exfreme�y weak c[ays rasult from this w�atF�ering. Due to the rapid weathering of the formatian, few outcraps o� the Dentoh farmation exist in Tarrant County. Srnal! amounts of graund-water are usuafly ��5� ;i �t th� k�d5� of the farmation. The Pawpaw VVen� Den#on forma#ion typically weatMers to fiarm residuak deposi�s c�f maderately to highly acfive plastic c�ay. 3.� Sail Conditians Specific types and depfhs af subsurface strata encounterad at the boring Iflcations are shown an t�� baring lo�s �r� App�ndix A. The generaliz�d subsurface stratigraphy encountered in tf�e borings `� are discussed below, ivat� that de�aths or� the barings refer to th� Bepth from the existing grade or f� grdu�d su�a�� p��s��t at th� ii��r o� ii�� inuestigation, and the bauhdaries b�#ween the vari�us soil t �,�� a�e approximat�, Asphalt pausment �s presan� ai i'r�e surFace in Borings B-1 �hrou�h R-4 an� l3-� through B-9 v,��iCh� thicknesses a� 3 ta 6 i�ches Grav�� presen# ber►eati� fhe asp�ralt in gorinys B-1 �hraugE� E-3 wi� thicke�es5�� f 8 to 1� Inc �e:�. Lfma treatecJ cia.y� sr�� r� �oted below the gravei �id�� in �� ir�� ES-4 a�tc� B-3 and �aelaw ihe a��i,ai; it� �or�r�� i ih�rpU�1� E3-� with thielcnesses of S to 12 inc►�e�, No fifl mat��i��a vvG�� noteci in tPi� botF�y;,, � Repo�ril�jo.903-'l7-ia� L1l�Sl EIVGII�TEERING,INC, �i Natural soils encoun#ered consist of dark brown, brown, light 6rawn, tar�, and gray silty clays, silty shafy clays, shaly clays, and clays. Limestone fragments anc�/or calcareous nodules are freq�ently j}r85Gnf WlfillC] filESB 5D1�5. Ti1B VaE"fQlJS C�a]/5 �IICOUEIt@?I"Ed �12d fGSf(?(� �ICjUICi �IhlltS ��L3 pf �4 tA 74 witY� Plasticity Indices (PI) �f 15 #0 48 and are ciassified as Cl. and CH by the USCS. The various natural clays were generally firm ta hard (sail basisj in consistancy, with pocket penetrometer read�ngs ranging from 1,25 to greater than 4.5 tsf. T�re clay soits nad tested dry unit weight values af 91 to 122� pcf and unconfined compressive s#rengths ranging from 2,50Q fo 7,620 ps�€. Borings B-5 fhrough B�9 were terminated within tha cfays at a depth of 10 feet. Tan lirnesfone with clay searn� and occasional cfay layers is next present in Borings B-'I fihrough B- 3 and B-10 at depths ranging from 5 to 9 feef and continues through boring termination at �0 feet in 8orings B-� through 8�3. The fan limes#one is generally r�odera#ely F�ard fo �ery hard (roc� basis), with Texas Cone Pene�rorneter (THD} tesf values of % to 3'/z inches of penetration p�r 100 blows. Gray lim�stone is next present in Boring 8-90 at a d�pth of 1D�/ feet and continues fhrough boring termination at 20 feet. The gray limestone contains shale seams and layers and is considerecl hard to very hard, with THD values of a/ to 1"/ inches of penetratian for 9 00 �lows. 3.3 Ground Wa�er Dbs�rvafifons The borings were ��illed usir�g continuous flight aug�rs in order to observ� ground water seepage during drilling. Seepage was o�serued in Baring B-1 at a depth of � feet during drilfing, with a wafer le�el of 6 feet observed at dri(ling campletion. Ground-water seepage was not encountered during drilling �n all remaining borings a�d fhese borings were dry at completion of drilling operations. �luct�ations of the grnund water level can occur due to seasonal variations in the arrtount of rainfal{; site topography and runaff; hydraufic co�ductivity of soil strata; and other factors not �vident at the time the �orings were performed. Ground vvater can #rap ato� limestone or occur in jaints in the clays par�icuEarly during p�riods of extended or heavy rainfall. Seasonal water seeps can occwr where the limestones are approached or exposed by CUtS, P�rmanent subsoil �rains may be required in some areas ta intercapt fhis sespage, if sfgnifica�t cuts are pfa�n�d. Ti�is can be �valuafed by qUafified geotech�ical personnel �ollowing rough site grading. RBpoY} �lv, 'I03-77-250 CM,� �NGINHERING,INC, I �J �.0 PAVEM�NT DESIGN 4.1 Paverner�t 5ubgrade Consideratians 4.1.1 Ger�eral Tl�e pe�farmance of fhe pavement for fhis project depe�ds upon sev�ral factors incft�ding: the charac#eristics af the supporting soil; the magnitude and frequency af wheel Eoad applicafions; the quality of construction materials; the confractor's placement and workmanship abilities; and the desired period of design life. The success of fhe pavement subgrade is subgrade soil strength and controf of v+rafer, Adequate subg�ad� performance cat� be achieved by modifying or stabilizing the existing saiis used to canstruct the pavement subgrade. Pavemeni sections are susceptib[e to eclge distress as edge support deteriQrates o�er t�me, � Therefare, care must be fiaken to provide and maintain prvper edge suppo�t. In conjunction with a stabilized subgrade underlying the pavernent, it is recamrriendad that the stabilized subgrade extend a minimum of 12 inches beyond the riding surFace an each side of the propos�d pavement. Maintenance shc�ulol be pravided when edge support deteriarat�s. 4.1.2 Subprade Pr�arafion Antici�ated subgr-a�e riiai�ela�s gerteraiEy ��ns�st of clay materiafs af high pfasticity. These higher plasticit� clays, those with a Pfastici�y inuCx (Pi} of 20 or greater, ar�: subjeci to loss in suppo�t value with t�� moisturt� increas�s whiclh occur bensati� paverx;ent secfions. They reac� viriih hydrafed lime, v�hich se� de� to i�r��r�ii� ana main#airi tF�eir supp�rt value. Treatmeni af these saiis with h�+dl'at�Cl {Iti�� h�1lIII Im��VE? l�1eiE' SI�Ci�iaca� Ct1��ac;eeis�iU� #o su�;p�rt area paving, a ir� fieu of � lime stabilized subgrade, a flexible base meeting TxDO7 Item 247, Type A, Grades 1 or 2 u may ne utiiizec� �� an eq�al basis. The option of using a flexible base in lieu of lime stabiiizing the � subgrad� �resent� �r r�latively �uick, sfiraight forward solutian ta preparirtg the materia[s prior ta pa.v�ment placemertt, 4.2 F'ofen4ial Vertic�l IVliavernents tsfir�at�s of ex��,��iv� moue�a►en� �oteniial ��ve been estimated using TxDOT Test Method Tex 124�E. Potential veriical movements ranging f�om on the order of 2 to 4 inches are estimated. Mov�ments in excess af the estimated value can occur if poor drainage, excessive wafer �' collecfion, leaking pipelines, etc. occur. Any such �xcessive water cat�ditions should be recfified TieqOYt NO, 103-'� 7•25G CMJ �NGINSEHING, II+IC. � as saon as possible. In order to minimize rainw�fEr ir�filtration fhrough the pav�ment surFac�, and thereby mir�imizing future upward mavement af the pavement slabs, all cracks and joints i� fhe pavement shauld be sealed on a routine basis after construction. 4.3 Sulfa#e-fndu�ed Heavfng Soluble sulfate testir�g was cpnducted to check far sulfia�e-induced heaving pofenfiai, Sulfate� induced heaving is ca�sed when hydrafed fime is adde� to a soil with high sulfate concen#ration. The fime reac#s with the sulfates fo Gause potenfially large Wolume�ric changes in the sail. Soluble sulfate levels in soils on t�e arder of 9,000 parts-per-millian (pprrt} or less are us�aally of low cancern and warrant anly observation of fhe subgrade during the stabilization process. The soluble sulfate levels af the tested samples were less than 100 ppm. Since the sam�les tested were below 1,000 �pm, a�ingfe treatment process is recommended at this time. Additional subgrade soil testing is recomrnended during consfruction to check far any solu�le sulfate levels in exeess af 9,�a� ppm. The single treatment is descrE�ed in 5ecfion �4,4. ]n addition, it is recammended that during the curirtg period of t�e lime freatment, the subgrade be supplied with am�le maisture �o allow proper hyd�ation, and it should be checked for any valumetric changes that may indicate a sulfate-induced heaving condition. 4.4 Pavement Subgrade Preparafion 4.4,1 Lirne Stabilizafion Lime stabilizatian is recammended for alI subgrade areas wifh plastic clays. Prior to lime addifion, fhe subgrade should be proofirol�ed with heavy pneu�rratic equipment. Any soft ar pum�ing areas should be undercut ta a firm subgrade anc� pro�erly backfilled as descri�ed Sectiott 6.0, The stabilized pavement subgrade should be scarified �n a minimum deptl� af 8 inches and uniformly compacted to a minimum �f 100 percent of Standard Procfor density (ASTM D 698), hetween 0 to plus 4 percentage points of the optimum moisfure content defermined by that test. It should then �e protected and maintained in a moist conditian unti] the pavement is placed. ft is recommended a minirnum of 8 percenf hydrated lime be used �a stahili�e the clay subgrade soils. The estimafed amount ofi hydrated lime required to stabilize �he subgrade shauld be on the order of 48 pounds per square yard based on a soil dry unit weight af 10d pcf for an 8-inch d�pfh. The i�ydra#ed lime sY�oufd be th�roughiy mixee! and blended with the upper 8 inches af the alay Rep ort fU o. 9 D3-9 7-260 CMJ ENciN�E�l�ic, LNC. 7 I subgrade (Tx�OT Item 2C0}, The hydrated lime should meet fihe requirements of Item 260 (Type A) in the Texas Departrnent of Transpor�a�ian (TxDOT) Standard Sp�cifications for Construcfia� of Highways, Streets and Bridges, 20�4 Edition. The presence of limestone fragmen#s and calcareous nod�les in t�e surficial soils can complica#e the mixing of the soil and fime. , �4.4.2 Subqrade Preparation Consrd�r�iions It is re�ommended that subgrade stabilization extend to at Eeast one foot beyond pa�ement edges to aid in reducing pav�menfi mov�ments and cracking alang the curb line due ta seasanai moistur� variations after construction. Each ca�struction area should �e shaped tn allow drainage of s�rrface vvater d�ri�g ea�thwork operations, and surface water should be pumped immediately from each constr�ction area after each rain and a firm subgrade cond�tion rr�aintained. Water shat�ld not be allowed to por�d in order to prevenf percolatian and sub�rade softening, and subgrade treatments shouid be added to the sub�rade aff�r removal of all surFace vegeta#ion and debris. Sand should b� specifically pro�ibited beneaff� pavement areas, since these more parous sails can ailow water inflow, resulting in heave and strengfh lass of su�grade sa91s {fime s�abilized soil wilf be allowed for fi�e grading). Af�er fine gra�ing each area in preparation far paving, the subgrade surface should be lightly moistened, as needed, and recompacted ta abtain a tight non-yielding s�bgrade. Surface drainage is crifical to tl�e perFormance af fhis pavement. 1Nater should be allowed to exit the p�vemet�� surface quicicly. All �av�men# cor�strucfion should }�e perFo�med in accordance with tl�e pracedures provicEed in Sec#ion 4.7. 4.� Pavemenf S�ctions —�onds I�anGh Road anci Rour�dabouts � . Pavemenfi analyses were p�rformed �sing methads outfined in ti�e AASHT� Guide for Desiqn of � Pavemer�t Strucfures, 1993 Editiort, published by #he American Association of Sfate Highway and Transportation Officia�s, The design equations were solved using AASHTO Pa�vemenfi Analysis Software. ln fhe AASHTQ method, traffic laads are expressed in Equivalent 18-kip Single Axle Loads (ESA�.} over the design life of the pavement sfruct�re. F3ased an the results of th� field and laboratary investigation, soil pfasticity propertias, and � requirements of the City of Fori Warth Pavement D�sign Manual, dated January 2015, #he following design paramefers rr�er� used it� our thickness design calculatians for the propasecf roadway ar�d roundabouts. Report No, 103-17-250 CMJ ENGINEEIiIhTG,INc. $ SubgradeSoils ..................................................................CEay D�sign Life .........................................................................30 years Initial Servicea�ility ............................................................4,5 (rigid) Initial Servicea�ility ............................... .............................4.2 (flexibie} Terminal Serviceability ......................................................2,5 Reliability...........................................................................90% Overall Deviatian (rigid) .....................................................0.39 Overall n�viation (#lexible) ................................................0.45 �oad 7ransfer Coefficient ..................................................3.0 I�rainage Caefficient .........................................................1.D Design CBR (raw subgrade) ..............................................3 Adjusted Resign CBR (lim� stabilizedj ..............................15 Loss of Support .................................................................0 Concrete Madulus of Elasticity ..........................................4,00b,Ob0 ps� Cancrete Modulus of Rupture ...........................................B2Q psi The failowing rigid and flexible pavemenf .sections are provided for an Arterial classificatio� per iable 3.1 of the referenced City of Fo�t WortY� d�;sigr� manual. �etaile�d pav�m�nt design calculations and assumptions are presented on Plates B.1 and B,2, The following pavement sectio�s are suitabfe for the preuiously mentioned assumptions, Any deviation from these assumptions shnuld be brough# to o�r att�ntian immediately in order to assess fheir impact or� our recommendatio�s, 7able �4,5-9 pavemeni Thickness Summary Pa�emeni Section 5treet Growth Design Thic6tness Mat�ria! Classification Factar �SAL in.) 1Q'/x Portland Cement Concrete Arterial 2.�°/a �3,170,0�0 8 Lime Stabilized Subgrade 2 No#-Mix Asphalt, 7ype D 11 Hof�Mix Asphalt, Type B Arteriaf 2.5°/a 13,17D,�00 8 L.ir�e St�bifized 5ubgrade We recommend #hat rigid pavements be uti�ized at this project whenever �assib�e, since fhey #end ta provide �etter long-term performance when subjected io signEfican# slow movir�g and turni�tg traffic. �lexib�e pavement sections are partic�farfy s�sceptible to edge distress as adge support deteriorates �ver time. Therefore, car� must be taken to provide an� mainfiain proper edge support. Repori No, 703-17-250 CMJ EAfGINEERING, T�.rc. . 9 7he abo�e sections are based on trafFic estimates as provided in the referenc�d City of Fort Worth design manual and higher traffic volum�s and heavy trucks may require thicker pavement sections. Additional recommendatians can be provided aft�r trafFic volumes and [aads are known. Periodic pa�ement mamtenance should be anticipatecE. T�is mainienance should consis# of sealing cracks and fimely repair of isolated distressed areas. 4.6 PaWement I{�faterial Requirements Material and process sp�cifcations are required to be in accordance with the City of �ort WorEh � Pavem�nt Design 5tandards Man�ral. These specificafia�s generally i�clude the falfowing references to TxDQT 5tandard S ecificatians for Canstruction of Hi hwa s Streets and Brid es, 2Q14 Edition. Reinforced Po�kland Cement Concre#e: R�infarced �'ortland cement concrete pav�men# should consist o�E Port�and cernenf conerete having a 28�day compressive stre�gfh af at Isast 3,6D0 psi. The mix shnuld be designed in accordanc� with #he ACI Code 3'f 8 using 3 to 6 percent air entrair�ment. The �avement should 6e adequaiely reinforced with temperature stee! and all construc#ion joints or expansionlcontraction jaints should �e provided with load transfer dowels. The spa�ing af the joints will depend primarily on the type af steel used and also fhi�kness of the pavement. No. 4 steel rebar spaced at 18 inches on center in both the langitudinal ar�d transrre�se �irection is required far 10'12-inch thick pavements, in accordance with the City of Fort Worth Pavement Design Manual, dated January 2��5. Fiot Mix Asphaltic Concrete 5urtace Course; Item 340, Type D, Texas Department of Transpartation Sfandard Specificatians far Gonstruction and Maint�nance of Highways, Streets, and Bridges, 2414 Editlon. 1 Hot Mix As haltic Concrete Base Course: �tem 340, Typ� B, Texas Department of Transpartation Standard Specifica#ions for Canstruction and Main#er�ance of Highways, Streets, and 8ridges, 2Q14 Edition. Lime Sfabilized Subqrade; Lime freafiment for base course (roac� mix) - Ifem 250, Texas Depar�ment of Transpartafion Sfandard Specifications for Constructiorr and Maintenance of Highways, Streets, and Bridges, 2014 Edition. Report l�o. 103-17-25a CMJ �lVGI1+fHHftING,Tt�C, '[ 0 Flexible Base: Crushed S�one Flexible �ase —�fe�m 247, Type A, Grades 1 or 2, Texas Department of �ransportation Sfandard S�ecificatiflns �or Canstruction of Maintenance af Highways, Streets, and Bridgas, 2D14 Edition. 4.7 General Pa�emeni Cansiderations �'he design �f the pavement drainage and grading should consider the potential far differential ground movement due to fufure soil swelfing of up to 4 ir�ches, In ordar to minimi�e rainwater infiltration through the paveme�t surface, and fhereby minimizing future upward movement af the pavemen� slabs, all cracks and joints in the pavemen# shou�d be sealed on a routine basFs after constructio�. Proper sur�ace drainage in the shouiders is a�so critical to long ferm performance of the pavement. Wafer alEowed to pond adjacent to khe �aavemen� will result ir� lass of edge and subgrade swpport and an increase in post cans#ruction heav� of th� pavement. 5.0 RET�4I�1NG �TRUCTUR�S 5.'I General Reta[ning 1Nall Constdera�ions Five geotschnical d�sign criteria musf be satisfied in the sel�etion of the type and configuration af the propased 4- to 6-faat high r�tainir�g wall. Thes� criteria are; the wal� must have an accepta�le fiactvr of safety.with respect to (9) nverturning fai�ure, (2) a slEding (iranslation} failure, (3) a bearing capacity failure, and (4} a global (deep-seated) slape failure, In addition, (5} the deformation of the wall caused �y def�ection frorn ea�th pressure, and frvm settlement or heave of the foundafion soi[s or backfiil soils, must be within tolerable limits during the functional fife af the structure. Vll�th heights of 6 feet or �ess, glo�al stability conce�rns w�re not c�ntained within in tnis work seope. �.2 Foundations The retaining wall foundations may be founde� atop hard light brawn, tan, and gray silty clays containing limestone seams or atop tan limestane using shallow spread or confinuous footings. The re#aining wafl faundatian may be designed for an allawable b�aring pressure of 2.0 ksf. A minimum footin� dimension of 2 feet is recommended. In addifion, the foofir�g should be placed a rninirri�am a# 2€eef below iawest adjacent grade. I# sho�ald be nat�d that retaining wall foundatians are fypicaEly subjec�etE ta nan-ur�iform pressure across the foundation, and possib{y negative Report No. 103-17-250 C1VIf ENGINHBRING, IivC. I 11 pressure (s�paration of foundaiion from soil} under a portion of the foundation, dus to th� averturning moment induced by the lat�ral earth pressures. The allowable fo�ndat9on pressures given a�ave are for the maximum pressure induced k�y the founcEatian [dacfs, and not the average �r�ssure under the foundation base. The horizontal bases of the�footings will de�elo� resistance #o sliciing by means of a combination of R friction and adhesior� (fior cohesive foundation materials). Given fhe nature af t�re foundation materials, an adhesian of 500 psf rnay be us�d for earfh form�d footings. An ultimate friction factor of 0,3 may be used to calculate sliding resistance of the footings bearing on site soils. Sliding resistance may be increased in areas wi�ere keyways are prese�t �eneath the wall footings. The �ertical earih-form�d sides of keyways wi11 resis# fateral forces by developing �assive ear#h pressures, A passi�e laferal ear#h pTessure coefficient of 2.0 should be used for �ass[ve resisfance calculations where: passive resistance is developed against a vertical ear#h-formed side of a keyway, �ased an a soil unit weight of � 2� pcf, per foat of footir�g h�ight. F'nundations for the retaining walls �esigned in accordance with fihese recommendations will have a minimurn factor of safety o# 3 wifh respect fo a bearing capacity failure, and s�ould exper�ence a fotal settfement of 9 inch or less and a dif��rential settlemen# of 0.5 inch or I�ss, affer construction. 5.3 Lateral �art� Pressures 5.3.1 �eneral ihe retaining wa1[s mus# �e designed for fateraE pressures including, �ut not necessarily limit�d to, �ar�h, wafer, surcharg�, swelfing, a�d vibration. In addition, the lateral pressures will be infiluenced �y wi�ether the backfill is drained or undrained, and a�nue or below the ground-wafer table. .� 5.3.2 Ectuivalenf Fluid Pressures L�teral ear�h presstar�s on retaining walls will depend an a variety af factors, incl�ding th� type of �- snils behint� fhe wall, the candition of th� soils, and the drainage condifions �ehind fhe wall. Recommended lateral ear�h pressures expressed as equivalent flu�d pressures, per foot af wall hefghi, are presented in Table 5.3,2�1 for a wall with a I�ve! backfiilf behi�d the tnp of fhe wafL The equivalent filuid pressure for ar� undrained condifion should be used ii� a d�`ainage system is not presenf tn remave water trapped in the backfill and behind the wall. Pressures are pravided far at- Report hro. � aa-17-2�o CMJ ENGIIVEEItING, I�c. 12 rest and active earth pressure conditions. In order fa allow for an acfive condition the fop of the wall(s) must deflect on the order af 0,4 percent, TABL� 5.3.�-1 — Equivalenf �luid Pressures At-ResE Equivalent Rctive Equivalent Backfill Materiaf Fluid Pressure (pcf) �luid Pressure {pcf} Drained Undra9ned Drained Undrained �xcavated on-sife clay or clay fiA 100 110 90 100 material SeEect fill or on-site soils rne�ting 75 1 DO 55 9� ma�erial specifications • Free draining granular backfifl 5� �0 35 8a r�ateria� �or t�e select fi!! or f�-ee drafning granular backfill these values ass�me that a"fufl" v�edge af the material is present behirtd �he wafl. The wedge is defin�d where the wall �ackfil� limits exiend outward at feast 2 feet from tf�e base of the wall and then upward on a 1 H;2V slope. F`or narrower bac}cfill widkhs of granular or sef�ct fil] soils, the equi�aleni fluid p�essures for the on-site soils S�TQLliCi bB USB�. 5.3.3 Additianal Lafera! Pressures The location and ma�nitude af permanenf surcharge loads (if present) shauld be determined, ar�d the additional pressure generated by th�se loads such as the �v�ight of eonstrUction equipm�nt and vehicular loa�s that are used at the time the structures are being built must also �e considered in the design. The effect ofi fhis or any other surcharge (oading rnay be accounted fior by adding ar� additional uniform load fo the full d�pth of fil�e side wails equivalen# to one-haff of tha expected vert[cal surcharge in#ensity for 5elect �ackfilf materials, ar equal to the full verfical surcharge intensity for cfay backfill. The equivalent fEuid pressures, given here, da not include a safety factor, Analysis of surcharge loads (if any) should be perFarmed on a case-by-case basis. This is not included in ihe scope of this study, These services can be provided as addi#ionaf services u�on request. ��.4 WafI B�ckfill Material Requirements On-Site Clay Backfill: For wall backfill ar�as wit� site-excavated mat�rials or similar imporfed materials, all oversized fragments larger fhan four inches ir� maximum dimension shfluld �ae i�eport A[o. 1fl3-17�250 CMr ENGINE6RING,INC. 13 � removed from the backfll materiafs prior #a pfacement, The backfifl shauld be free of al] organic and de4eteriaus materials, ar�d should be plac�d in maxit�um 8�inch compac��d lifis a# a minimum of 95 percent of Standard Procfor density (A57M D 698) withi� a masture range of plus to m[nus 3 percentage points nf aptimum maisture. Compactian withEt� five feet ofi tl�e walls should be accomplished �asing har�d compaction �quipment, a�d shaul� be b�tw�en 90 and 95 percent of the Standard Proctor c�ensify. 5elect Fill Backfifl: All wall s�le�ct backfill should consist of clayey sand andlor sancly clay ma�erial wifh a Plasficity Index of 16 or less, with a Liquid Limit not exceeding 35. The select fill sho�lc! be placed in maximum 8-ir�ch �ifts a�d compacted to between 95 and 900 parcent of Sfandard Proc#or density (ASTM D 698) within a moisture range of plus to minus 3 percen#age points of the optimum � moisfure. Compaction within five feet of the walls should be accomplished using hand compaction 1 equipmenf and should �e compacfed hetween �0 and 95 percet�t of the 5tandard Proctor de�si#y. Free Drainin� Granular Backfill: AI! free draining granuEar wall 6acicfill rnateri�l should be a crushed SfORE, sand/graveE mixture, or sandlcrushed s#one mixture. The rnaterial shoufd have less than 3 percent passing the No, 200 sie�e ar�d less than 30 percent passing th� No. 40 s�e�e, The rninus No. 40 sieve material should be nfln-plastic. Granular wall backfill should not be water jet#�c� � du�'ing insfallation. 5.5 �elow�Grade �rainage Requirements The design recomrrfendations presented abov� assume hydrosfatic press�re will not develop �ehind the retaining walE. In arder ta aahieve fhe "drained" condition far lateral earth pressure for low-perrneability walls �conerete, masonry, etc,), a vertical e[raFnage blanke� ar geocomposit� drainage member must be instafled adjacent �a the wall on t1�e backfill side. Drainage could be provided using a collecfor pi�e or weep hoies r�ear the base of the retaining wall. Drains should be properly filterF:d to minimize the poten#iaf far erosion through these drains, and lor the pluggir�g of drain lines. Design or specific recommendations for c�rainage members is beyond tF�a scope for � this study, These services can be provided as an addifianal service upon reques�. In order ta i achieve fhe "drained" concEifion, the entire backfiEl material must be free draining, or the backfill-wa�i � �eometry must be such that the backfill wifl no� became saturatecf from rainfall, ground water, adjacent water courses, or other sa�arces, Report No. 1D3-17-250 CMJ ENGINSERING,YNC. 14 6.0 EART`HWOP.K 6.9 Sit� Preparation The site should be stripped of �egetation, roots, old constructior� debris, and other organic material, It is �stimated that fhe depth of stripping wiil f�e on the orc�er of 4�a 6 incY�es. The acfual stripping depth shouid be based on field observations with parti��lar attention given fc� old drainage areas, uneven topography, and excessively wet soils. The stripped areas should be obs�rved ta determin� if additional excavafion Is required to remave weak or ofherwise objec#ionable materials thaf wauld adversely affect the fiil placement or other consfruction activities. The subgrade shauld be firm and able fo suppart the canstruction equi�ment witho�t displacement, Soft or yie�ding su�grade should be corrected and made stabl� before construction praceeds, The subgrade should be proof rolled to d�tecf snft spots, which if exist, should f�e reworked to �rovide a firm and ofherwise suitabie subgrade. Proof rolling should b� perFormed using a heavy �neumatic tired roil�r, loaded dump truck, ar similar piece of equipmen#. The proflf rollir�g operations s�ould be abserved by the project geotechnical engir�eer or his/her representati�e. Priar to fifi placernent, the subgrade should be scarified to a minirrt�r� d�pth of 6 inches, its moistur� con#ent adjusfed, and r�compacted ta the moisture and density recommended for fill. 6.2 Piacement and Compaction, Ger�eraf �i[I Fill material should be placed in loase lifts not exceeding 8 ir�ches in uncompacted thickt�ess. The uRcompac#ed lift thickness should be reduced ta 4 ir�ch�s for structur� back�ill zones requiring hand-operat�d power compactors or smalf self-propelled compactors. 7�e fill material should be uniform with respect to materia! fype and rrtoisture content, C{ods and chunks of material should be broken down and fhe filf mat�rial mixed by disking, blading, ar pfowing, as n�c�ssary, so ihat a material of uniform mois#ure and density is obkained far each fift. Water required for sprinkling #o brfng fhe fill material to the proper maisture content should be applied eveniy throug�t each fayer, The on-site soils are s�itable for �se in general site grading, Imported fifl materiai should be �lean sail with a Liquid Limit iess t�an 64 and no rac�C great�r than 4 inches in maximum dimensior�, The fif! mat�rials should be free of vegetation and �ebris. The fill mat�rial shou[c� be compacfed ta a minimum of 95 �ercent of the maxirnum dry density defermined �y the S�andard Proctor test, ASTM D 698. In conjunction with the campacting Reparf No. 103-17-250 CM] SNGFN�L2tNG, INc. 15 � aperafion, the fill rnat�rial should be brought to the proper mois#ure conteni. The moisture content for g�n�ral earth fill should Tange from 2 p�rcen#age points below optirrium to 5�erc�ntage points 1 above optimum (-2 to �5). These ranges of moisture contents are given as maximum recomm�nd�cE ranges. Far some soifs and under some canditions, t�e contractor may hav� ta maintain a more narrow range af moisfure cantent (within the recommended range} in order to cansistenfly achieve the r�cammended density, F�eEd density #ests should be taken as eac� lift of fill material is placed. As a guide, ane field density test per lift for each S,DDa square feet of compacted area is recommended. �or small areas or c�'itical areas the fr�quency of f�sting may need ta be increaseci �o one test per 2,5fl0 square f�et, A minimum af 2 tests per iift sho�ld be required. The earthwork aperatEons shauld be o�served and tested on a cantinuing basis by an experiencecE geofechnician working in conjunction wi#h the praj�ct geotechnical engineer. 1 Each lift should b� compacted, tested, and approved ��fore another lift is added. The purpose of the �Field der�siiy tesfis is fo provide same indication that uniform and adequat� compaction is beir�g o�taine�. The actual qualify of the fill, as campacted, should be the responsibility af fhe cantractar • ar�d satisfactory results from the tesfs should not be eonsidered as a guarante� of the quality af the � confractor's filling a�erations. ` 6.3 Trer�ch Bac�Cfil! Trench backfill foT pipelines or other u#iiities shnuld be properly placed and eompacted. Overly dense or dry backfilf can swel� and creafie a mound afong the cornplefed trench line. Loose or wet backfi�l can settie and �orm a depression along the completed trench line. Distress to overlying siructures, �avements, etc, is likely if hea�ing or settlement occurs. On-siie soil fill material is recommended for trench �ackfiifL Gare should be taken nat ta use firee draining granufar material, to preve�t the backfilled trench fram becQming a french drain and piping s��ace or subsurface water b�n�ath strucfures, pip�lines, or pavements. �f a higher class be�ding material is require�I for the pip�lines, a lean concrete bedding will limif waker intrusion into the trench and wili not require compaction after placem�nt. Ti�a soil backfifi should �e placed in approximately 4- ta 6- inch loose lifts. The densify and maisture content should be as recommended for fill in Section 6.2, ' Placement and Campaciion, oai ti�is report. A minimum of one field density test should be taken per i lifit far each 150 linear feet of trench, with a minimum of 2 tests per lift. Report iVo. 903-17-2SU CM] �IVGINEHRING,INC. �6 6.� �xcav�tions The side slopes of excavatians through the overburden soils should be made ir� such a mann�r to pro�ide for their sfability during construction. Existir�g structures, pipelines or other facilities, which are constructed �riar to or cluring the currently proposec� construction and which require excavation, shoulc! be protected from lass of end bearing or la#�ral suppo�#. Temparary constructian sfo�es andlor perman�nt �mbankment slopes shauld be protect�d from surFace runoff wafer. Site grading should be designed ta allow clrainage at planned areas wh�r� �rosian prptectian is �rovided, inst�ad of allowing surface water to flow down ur�protected slopes. Tranch saf�ty recomm�ndations are beyond fhe scope of this repart, The can�ractor mus� camply with all applicaE�le safety regulations c�ncerning trench safsty and �xcavafions includin�, �ut not lirr�ited to, OSHA regulafions. 6.� Utilit9e�s Unusual prahlems with caving soils or callapsing materiafs were nat noted at the boring locations. Bas�d on th� expforation �orings, major excavatians could encounter limes�ane in major intact units in select lacations. This limestone is generally moderatefy hard to very hard and wi{� require heavy duty specialized �qui�ment far excavatian, In addi#ion, o�erexcavation shaufd be anticipat�d wEti�in the limestanes. Overexcava�ion may result from large blocks or chunks breaking afang either weathered or clay searr�s bsyond the �lanned excavation. Care shpuld be taken that utility c�ts are not left open for extended periods, and that the cufs are prflperly backfilled. Backfiilling should be accampfish�d wiih properly compact�d im�erm�a�le soils, rather than granular materials, Trench excavatians should be slaped or braced in the interest of safety. Attentfon is drawn to OSHA Safety and Heaith Standards �29 CFR 192fi/1910}, Subpar� P, regarding trench excavations greafer fhar� 5 feei in de}�th. Report Na. 103-9 7-25tl CMJ ENGFIVHERiNG, ZNC. 17 i �. 6,fi �rosiqn ancf 5edimer�t Con�rol Afl disturbed areas s�ould be protected frorn erosion and sedimentation during cons#ruction, and a11 permaner�t slopes ancf other areas su}�ject to erosian ar sedimer�tation should be pravided with permanent erosio� and sedimenf control facilities, All applicable orc�inances and codes regarding erasion and sediment contro4 should be foliow�d, �.0 CONSTRUC�'IOi� OBSEIRVATIO�IS in any geotechnical in�estigation, the dasign recammendations are iaased on a iimited amount of � informatior� about the subsurface condifians. In the analysis, th� geofechnical engineer must assum� t�e subsurFace condifioRs are similar to the conditians encouniered in fhe borings. � Hawever, quite often during construciion anomalies in the subsurFac� conditions are reveale�, � T��for�, it is recorr�mended that CM.I �ngineermg, lnc, be retained to abser�e earthwork and fvundation installation and perForm materials evaluatior� d�ring fhe construction phase of the projecf. This enabfes the geotechnica! engineer to stay abreas# of the praject and to be readily available to evaluate unanticipated conditions, ta conduct additional tests if requireeE and, when necessary, to recommend alt�rnative solutions to unan#ici�ated conditions, Until these constructian phase services are perFor�ned by the project geo#echnical engineer, the � recommendations contain�d in th�s report an such items as final fioundation bearing elevatiorts, f proper soil mois#ure apnditian, and ather such subsurFace related recommet�datians should be considered as prefiminary. It is proposed that consfructian �hase observation and materials testing comm�nce by th� project geotechnicaE engineer at fhe outset of 4he project. �xperience has shown t�af the mosf suitabfe meth�d far pracurrng these s�rvices is far the owner or t�e owner's design engin�ers to contract direcfly with th� project geotechnical engineer, This results in a clear; direct line of communication be#ween the owner and the own�r's design engineers and the geotechnical engineer. G � 8.0 RE�OR�' CLO�[�R� The borings fo� this stud�+ were seEected by CMJ �ngineering, Ina The locations and elsvations of the borings shouid be considered accurate only to the degree impH�d by fihe methads used in th�ir determi�ation. T�e boring �ogs shown in this report contain ir�formatian related fa fhe #ypes of soil encountet'ed af specific locations and times and show lines de�ineating the interFace betweert these f2epart No, 103-17-25i3 CMr'ENGII�IRSi�ING,INc, 18 materials. The logs also contain our field representa#ive's interpretat[on of canditions that are belie�ed to exis# in those dep�h intervafs befween the actual sarnpl�s taken. Th�refore, fihese boring lags cantain both facfual and interpretive information. Labaratary sail classifica�ion fests were also performed on sampl�s from sslected depths in the borir�gs. The resul#s af #hese tests, along w+th visual-manual procedures +rvere used to generally classify each stratum. There�ore, �t should be understood that the classificatior� data on the logs of �orin�s represent visual esfimates of classifications for those por�ions af each stratum on which the f�ll range of labor�tory soil classific2�tion tests were not performed. It is nat impfied fhat t�ese logs are r�presentati�e of subsurFace candifiions at other locations and times. WikF� regard to ground water candiEions, th�s re�ort presents data an gro�nd water levels as they were observed during the course af the #ield work. In particuiar, water le�el readir�gs have been made in the bor�ngs at the times and under conditions sfated in the teact of the repor� and on the boring lags. If should be noted ihat fluctuatians in the level of the �raund-water tabEe can occur wit� passage of time due ta variations in rainfafl, temperature and other factors. Also, this report does nat include quantita#ive information on rates ofi flow of ground water into excavations, on pumping capaci#ies necessary �a dewater the excavations, or on methods of dewatering excavations. Llnantici�a�ed soil condit9on� at a construc�ian site are cammonly encauntered and cann�t be fully predicted E�y mere soil samples, test borings or test pi#s. Such unexpected canditinns frequently require that additional �xp�nditures be made by the owner tn atfain a properly designed and construct�d project, Therefore, provision for some contingency fund is recammended to accommodate such potential extra cost. The analyses, canclusions and recomrnendations cot�tained in this repart are bas�d on site canditions as they existed at fhe fime of our field i�veskigation and further on fhe assumption thaf the exploratory borings are repr�sentative af the subsurf�ce conditions thraughout the site; that is� the subsurface cor�ditions everywhere are not significantly differer�t from those disclosed by the barings af the time th�y w�re comple�ed. If, d�ri�g �a�strraction, different st�bsurface conditions from those �ncountered in aur borings are abserved, or appear to be pres�nt in excavations, we must be atfvised promptly so fhat we can review these conditians and recansider aur recommer�dations where necessary, If there is a subsfiat�tial lapse of time between submission of #his repar� and fhe starE of the work at the site, if condit�ons ha�e change� d�� ei�her to natural causes ar to construction op�rations at or adjacent to the site, or if structure locations, structural laa�s or finis� gradas are changed, we urge fhat we be promptly informed and reiair�ed to re�iew Report No. 103-17-250 CMJ ENGIN��ItWG, INC. 19 � f aur report to defermine the applicability of the conclusions and recommendafians, considering the chartged c�nditians andlor time lapse. Fu�ther, it is urged thaf CMJ �ngineering, Inc. be retained tQ review thas� porkions of the plans and specifications far this particular project that p�rfain to earfhwork and foundations as a mear�s to 1 d�termine whe�her the plans and specificatior�s are co�siste�t wi#h the recommenc�ations � canfained in this report. En addition, we are availabie to observe construction, particularly the compaction of structural fiill, ar backfill and the construction of founda�ions as recomme�ded in the report, and such ofher field observations as mighf be nec�ssary. The scope af our services did no� include any en�ironmental assessmen� or investigation far the presence or absenc� of wetlands or hazardous or #axic materials in the soil, surface water, ground water or air, on or helow or around the site. This report has been . prepared for use in d�ve,loping an averall design concept, Paragraphs, statements, tesf resulfs, boring logs, diagrams, eto, should not be taken out of cantext, nor ufilized withaut a knowledge and awareness of their intent wfthin the overall concept of this repart. T}�e reproductiar� of this report, or any pgrt thereof, supplied to persons other than the owner, should ° indicate that th[s st�dy was made for design purpases only and ihat �eri�ca#ior� af the subsurface 1 conditions for purposes of deiermining dif�culty of excavation, tra�ficabElity, etc, are responsibiiifies of the contractor. This report has been prepared for the �xclusive use of Kimley-Harn and Associates, Inc. for specific application to design of thia project, The only warrar�ty made by us in connection wi#h the services �rovide�d �s that urie na�e used that degree of care and skill ordinarily exercis�d under similar conditians by reputable mem�ers of our profession pracficing in the same or simi[ar locality. No ather warranty, ex�ressed or impli�d, is macle or intended. *�.�� J Report No, 103-97-250 CMJ ENGINBHRING, II+IG 20 � �, - _-__ =v-� ' � "�� : r'' 'I � ,� .I� �. �� I. h� � �I -� �� r ^•� 1 � � � '� a� ,�4w.1�15� � � `r � � � ,, f �1� � � � I �'�� _ 4 � L -%� � . `r `� 1 [ ' } � �; ��;:. : � „� . ,i � .•1 l � _�� T � � � �� -� ..- •-• r .. - - - +-r;, , , . , , , ,'� � � �� "��'t�� ' ,"� r' ' � � �i , ��I�. f. . •�k �- ` � _ . I � — '_#��` r � � .�,. �. ,- , ;' _ .��c �F • � �� '�=—"''� - - - �i �� ' � �r_. �i x�, ' � +�. �� r�. � �4;+ *��;.r[! � � "` 1. ' ' ~ , • � �y . � ��` � i�.,i _ _ - 4'. "�� .F r� .i �r � kf� � �W � t . P� .��.� � � �_�' ;� � ll ". _�i� �r' + ' � i � �+ - iF�'� �Y '�'� + M r .�� r . {i�� , �' ' r� . Y.r� F. ";"�' } +� � � � f � 5 � , � � ; --- - • � . f� �� ,�ys' * � i� � , iM • � 1� - f r. M I��': � .:,,, , r 1F y * }��' ti,t�.'4 : . — iFr"�f' .r,;�{{.45s�hR .'� �'� iwl� i_ .+ ..., :� �� . f .,r,.se�.�� - �� . . .- - � �� ' _�. _ ��fi� v ��' � �� . ' � �ti: �' " . � r. `i � ��` . � . �..��;.� . � � 'i �r w � � r' � �J '� �j `--'� ' ��'� .� ,, , . � , r.� . �,:'� . ' _. _ �:� �� ' .+, ]"".:� "` � �+'1 �, f�'� �`� l, ,- � �� - � � � � � �� i�� { . . {V1�� }'�'� ��fl • ' � 7 r `#� � +�� ti�� *��#,� I �i* �� 4 �� -- y - - _ . � �,� �� _��y � i ��, �:�J�� F�� i 7 � � � �� I��r'f `� �� + �, ' I� ��k�` , � �� ;�. � .� � . � �� '� . t � � � � � � r�,� �+ -�� F� , �� ; �� + � � , �`�' � ;; .' ,,�`' -�'�� R'� �. � +i . . t � � . . � �..� � � ,* - :F ',� � _� � �� - _ `� �--__�. _��,�� •�i�'� � {r ��,�' � ��-.-�� : -, ��,� � � .' . ��Y�� 1�'� Rr'Tk � �' � � �i ;y�- - -i�--.. r' �, ' .M1 � � x �, I,':,. ; - , .i�.��. y"`i i' yi.� ,',;��i� .4 :��' - I, r �� '��_.ai°�t�' I ��`� ,� w . � � � � � � � � � w ca w I `! fi Q � C� � a � N � � � �� 4 � � � � w � � � � Q' � � � � Q N 4 � _ � o�� CxL � � � � � � � � m U � � —� 1 w �� ; � � , � �� ;� d � � ¢ PLA i� �'{ ,4.1 w{ �r} Major Divisions S�m: Typlcaf Names Laboratory Classifrcatlan Criteria � N� Weq-graded gravefs, gr'avel- v p �p3v1� � ��c GW sand mixtures, li#tle ar no � C„- 6'- greater than 4: C� -----------• between 1 and 3 ,�n � a fl118S �� a pm X �eo o a' � -� (�'1) c� � ,., �.�I � m F'oorly graded gravels, gravel � � � �� c� � GP sand mixtures, I[nle or no �,' c'�i� � N Nat meeting all gradatian raquirements for GW m �a�i � .°�—� � �nes � a v � 7 � cu � U � �o � t�7 $ Q � � m � � � �iquid and Plast[c Elmits Q � GM �;'N ;� belaw A firre o� P.L �-� uid and lastic Ilmits o �� Silty Jrg��ixgu es � sand-s[It �� ,� greater than 4 plolting in hatchac# zane � � � � � � „ .N � belween 4 and 7 are c � ,� ,as � a� o ��n borderline casas �n � � �s � o ^� � ; $� Llquid and Plastic iimifs �� d Clayey gra�e}s, �ravel-sand- '� N „„ requlring use of dual �n �, o � Q GC cla rr�ixtures �� ?� abo�e A[fne with P.E.' symbals � � � � ¢ y � � ; � greater fhan 7 .� � � � � ;� a� ;a di � `� � Wall-graded sands, gravelly '� � �°� oso foaolZ w y m �� SiN � E C„- ---- greaier lhan B: CG ----------- 6efween 3 and 3 � E �� sands, little or no firies y�p N a14 a x a 0{f1 [� (� Q ;c� C 10 60 �� W y C al O � � : � ,� � � � Poariy graded sands; a � �; � ; � �'� �� 5P gra�elly sands, little or no �� $ ; Not meefit�g all gradaiion requlrements far S1N � � '� y � fines � � � N ,� � y v� c�i o � �y� �� a� Liquid and Plasiic limlts o ,� �� 0 5M Si{fy sands, sand-sl]# mixtures �� below "A" Eine or P.I. less Liquid and plas#lc Ilmits � r�� ro r. � Q�� o o t�� 4 plotfing befween 4 and 7 � "'' � � � Q. o � —� � u� ara horderllne asses � -a� �`°' .� c� Llqufd and Plastic limits requiring use of dual o '0 � SC ��y�Y 5ands, sand-clay ��,� abave "A" line with P.a. sYmbols � � Q rnixtures �� greater ihan 7 a C� [a �, Inarganfo s[fts and �ery fine sands, rock flpur, sflty or o ML clayey fine sands, or olayey y� silts wiih sligi�t plastfcity �. � so � �� Inarganic clays of low to �' 'a a� medium plasticity, gravefly a �'� ��' clays, sandy elays, silty clays, 5R � � '� and lean clays o � � CH z � ro � Organic siRs and organic silly qp N� ��" clays of fow plastlaily � o � c N � ... .� �3p Inorgani� sllts, micaceous or • '� •`� � MH diatomaceous flne sandy or � DH a d�nH �� S�Ify SOIIS, E��StIC 51��5 2Q ��' i,iE �� U +-` Ci'"' o �� Inorganic clays of high � � ,� pfasticity, fat clays � � � 7 ML a d OL � ,� 4 d � Organ9c clays of inediurr3 to °o �p za 3o ao so sa 7o eo so �no g � OH ��gfi plasticiiy, organia silis• �! � �iqufd Limil t� .� �� P�ai and other highly organic Plastialty Chart � � ai �� soils �liVl�'!ED SOI� C�SS{FICA�'ION SY57�M ��AT� A.2 �OIL OR ROCK TYP�S �� a. � GRAV�L LEAN CIAY LIMESTQNE � � e s �� e � p . � SAN� , ' � SANDY — ShiA�� a 0 '.�. . SIL�f S1LTY ' , 5AND5TONE hilGHl.Y �� 5hafby Spllt Rock Cone No GLAYEY p�p,STIC CLAY �� CQNGLdMERAT� �.��e Auger Spoon Care Pen Recnvery 71�Ri�liS' ❑ES�.`R1BINlG C'+��lSI5�'�I�(±YN C�ONDITI�iil� AND STRUCTUR� O� S�{L FIl�B G�'alC1eCI� SQIIS (More ihan 50% Passing No, 2D0 Siave] aescri�rtive item Penetrotneter �eadMg, (tsf} Soft 0,0 to 1.p �irm ?,D to 1.6 stF� �,� to a.n Very St[ff 3,0 #0 4,� Hard 4.5+ CO�C"S •L' GI"ali1�C� SbI�S (More thars 50% Reialned on No. 200 Sleve) Penefration Resfstance �escriptive Item Relative Densf� (blawslfook) � to q� Very L.00sa 0 to 2Q% 4#a 9.D l.aose 2D to 40% 10 to 30 Madium Dense 4Q to 70% 30 to 50 Dense 7� to 90% Over 50 Very Dense 90 fo 100% Sail Structure Calcareous Contains appreciable deposits vf calclum catbonafe; generally nodular S1icEtensided Having inclined pfanea of weakness that are sfick and glossy In appearartce Laminatet{ Gomposed of thln layers of varyi�g eolor or texture Fissured Cantaining cracks, sometimes fllled wikh fine sand or s9Et �nterbedded Composed of a[ferna#e layers af difFer�nt soil types, usually in approxlmately �qual proportions i�RI111S D�SCR�BlN� P�IYSICAL PROP��TI�S OF �OCK Hardness and Degree of Cem�ntation Vsry Saft or Plastic Can bs remofded in hand; cotresponds in cansistency up to very stiff in solls 5off Can be scratched with fingernail Moderateiy Hard Can be scratched easily with knife; cannot be scratched wiih fingernai! Hard Dlfficult to scraich wlth k�ife Very Hard Cannot be scrafched with knifa Poorly Cemented ar Friable Easily crumbled Cemenked Bound together by chemlcal{y precip9fated material; Quartz, calcite, dolomife, slderite, and lron oxide are oommon cementing materlals, and iron axide are common cementing materlals. Aegre� of Weather�ng Unweath�re� �ock in iEs natural state befare being exposed to atmospheric agents Sligh#ly Weathered �loted predominantly by color change with no disintagrated zon�s Weatitered Com�ufete color change with zones of slightly decomposed rock Extremely Weathered Complete calor c�ange wlth consistency, texture, and general appearance approaahing soil KEY `�� C�A��iF'IC►�TIOPd ��l� �Y�i��L�S PLATE F1.3 Project No. Boring No. Pro�ect $�� R�nch Raad Irn�rovemsnts � Phase � eMJ ��crr�c. 1Q3-17-25q �-'� Nawks �anding Road #o Blue Mound Road - Fort Warih, Texas Locafion Water Observatians See Plate A.1 Seepage at 5' during drilling; watar at 6' at completion Completlan Corr►pletion Depth 10.0, ❑ate 5-25-17 Surtace Elevation Type CME-55, wl ��A � Q �1 � �^y .� .G � "� � � N O W �. � � O •C P o � U�. N '- � p � � Sg�a�um �e�cription ,� Q � � �� o �,e � ;� a= � �b U L� ��LL: N} �.^ N=t �i N� C �U e� E� kL d a�� c�.a Q'� � 1°�a o o c� � a o x a ma� au� :�� a� a��ca �.� aUa ASPHALT, 3 IhChes thiolc � [3iiAV�L BASE, 98 [nches fhlck GLAY, dark brawn, wl limestone fragments, stiff 2.75 92 74 2S 48 17 97 SIL'['Y CLAY, light brawn to tan, w! limestan� 2�25 15 97 25D0 � fragtnents, stiff lo vary stiff 3•� 43 LIME570NE, ta�, w/ c�ay seams and IayePs, - moderatefy hard �a _��-----------------__--- t aor�.�° � � � p � � U a l9 0 N � � C7 z � 0 ro � o l.OG OF BORING N4. �a'l Pi.Az€ A.4 .,�, ,� ...............r.., ,.... Project No, 6oring Nn, Project Bonds Ranch Road Improvements -�hase 2 C� ��'c�nra�uvc,�c. 1p3-1i-25fl �-3 Hawks Landing Road to Blue Mound I�oad - F'ort Workh, Texas Locafio� Water d6servafions See F'lat� A.i Dry during dril2ing; dey at compleEion Compfetion Complelion Depth 10.0' �ate �-�5-17 5ur�ace �levatfon Type CME-55, w! CFA t'�i, o `� a N c� � � � o � o o �� •N o' � � � ��r�tum Descrip��ion o q � � � n � � o :� � � � � � � � �� .N � v� ,� dU ca,� W CY a mN `� m QE �� o o �� $ a o c� � ma�- a.�n JJ a' a��t� �� Un. A5PH9LT, 4 inches thick GRAVEL BASE 8 inahes fhfck I A;S+ 81 6B 33 35 �8 104 LI E TREr47Eo C�AY, 9 Ir�ches thick q,5+ �3 cLAY, dark 6rown, wl calcareous nocfules, stlff to 2,p 26 hard 3,2� 3(} � -wl limastone iragments above 3' I.IMESTO�fE, tan, wl cfay seams, hard 9D------------�----------_._._— OD11.25' 1 ti � A � �a V R � 0 � � � t� a a 0 m � o LOG OF B�RING NO. ��3 �� •6 J No. 'fQ3-17-a�aQ � �i-� _ [�ocaflon See Plate A.1 Completlan Completlon Depth 70A� ❑ate g-a�-1� 5�rface Elevatlon Pro act CMT �GIIVHffitIAfG INC, 1 Bonds Fianch Roed �mproverrtenis - Phase � HawKs Landing Road to Blue Mound Road � Fort Worth, Texas Water �bservaffons f]ry during drillir�g; dry at comptetion CML�-65, wl CFA ti o � �Q � � ❑ 9 ��ra�um Description ASPHALT, 6 Inchas thicic LIf�E TREATE� CLAY, 6 Inches thlck CLAY, 6Fown, wl lirriestone fragments calcareous nndulss, stiff ta very sflff 511.TY SHAl.Y CLAY, Ilght braw� to tan, w/ calcareous nodules and depos[ts, very stlffto hard arn N a � O � � ` � � '�'� flf o IL � �o a ;�' �%+s' � ;e o �a � a� �q U = w ac? � Q� � d �a�i� �w .�E m� ��d oo cy $oa � � liA0.F^ 0.fq �I� 0.:.J P» ��U �� UG.. 2.5 75 67 22 �45 20 10�4 1,75 22 3.5 23 101 43D0 3.75 22 � — ... o LOG OF �ORING NO, �A5 �� •'� a - ProJect No. �oring No, Prajecl �onds Ftanch Road Impro�emen#s � Phase � ��lJ gNG[1�iHB[�WGIIVC, 103-17-250 ��6 F{awks Landing Road to Bl�e Mound Road - Fori Worih, Texas Lacaiion Water Ohservatlo�s See Plate A.'E Dry during drilling; c!ry at compleifnn Completion Completion Deplh ,� �.�� Date �_��_,� � SutFace Eievatlon Type CME-55, wl CFA � o � o . � 'Q � N � li o. �� v z �, 3`` � l� � 1� c o �' � Str��urn ��scrip�ion � � � v �� ; � a „ � � z � � n� � U ❑ 3 �LL �N7 �=' �� u�iuui c�N c�s�� q o�v1 � m aE t�� o o � � o v �a' � mu.l= arn �:_, a:� a G�t� a_'� �c�a sP AL , 3.5 inches thick Ll�f�'CREATE6 CLAY, '{O lnches thiCk 2.26 72 $4 26 38 20 97 Cl.AY, dark brown, w! calcareous nodufes, stiff 2.75 2B -grades brown to light brovun below 3` i.5 21 107 3440 3.p 18 ' SHALY GI..AY, light brown ta tan, wl aaEcareous nodules and deposits, sf{ff to hard 2.75 19 �F.6+ 23 1 �.__------�------�_._.----- n � � c�i � � n `� Y ri z a 0 w LL g I.OG OF �OR1NG NO, �A� ��`�� A•� ��i � nwfnfw�nnn�wi�Ywie� Pro ect No, Boring No. Praject C� ��GINHF?RINGEIVC. j Sonds �anch Road I�nprovements - Phas� � 1 q3-17-�6D �d� Havtirks Landing Raad to Blue Mound I�oad - Fart Worih, i�xas Laoatian Wate� Ohservations See Plate A.7 [3ry during drilling; dry at completion Completlan Compleflon Depth �Q.O� pata e�„2a�-97 SurFace �levatio� Type CME�&, wl CFA u"'. o � N c �' �,r, � E �a z ' �LL � �v�i � �' � �tr�tum �escription . o � � �` e . � � � � 3 � � � c u� v � v Q h�u; •,�-� �� ;� y'� �� N c�Ea a � o�aa1N-'� n,u� �� Ei F�U° �� []0. ASPHALT, 5.5 inehes thiak LIME EAT�p CLpY, 12 inches thiok, wI �F.S+ 27 B ahundanf Ifinesfone fragments, hard 3.D 63 29 42 26 94 4070 CLAY, dark brown, w! calcareous nodules, stiff 3.0 29 -grades brown, w! ironstone nodules belaw 4' 3.0 26 5 2.5 26 �o ---------------_--------_---- z.z� za � � � A (9 � CY � � - � f7 z � 0 m o L�G O� E30RING 1�10. �� "� o ! 8onds Ranch Road Imprav�ments - Phase 2 �Ncm�$$n�nrc�nrc. PrajeaE No, Baring No, Pro eot C '103-17-�50 �-9 Fiawks Landing Road fo Blue Mound Raad - Fort Warth, Texa� Lacatlon Wafe� Obseruafions See P�ate A.'I �ry during dril�ing; dry at campletEon Comp4etlon Campletlon Depth 10.4� Date �-a5-17 Surface Elevatlon Typa CM�-55, w! C�A � 0 0 0 »� � � 0. ~� N �� C Q � � N �tpa�um �esc�ip�ion � � � � � � � c � �' � � � � �� v ` °' � � [ o ci � a� U QU' o a�iu1 �� Q� �� ma o o 's,Q $ o a � 0.' o� d 1-- 0.(A ;� :� C. � q. �� CS 7...I a C5 0. ASPiiAl.T, 3 inches fhick LIME TREAT�R GI.AY, 8 Irtches thick 9,S 55 50 22 28 20 9B CLAY, dark brawn #o brown, wl Ilmesfone �,6 15 fragments, stiff 3.25 18 SILTY CLAY, tan, wl flmestone fragments and 2.76 34 19 15 15 i18 g calcareous deposits, stiff to very stiff SWA�.YCLAY, Ifghf 6rown, w! occasionak fractured 4.5+ 29 �imestane seams, hard 10 - --------__-----__.._�—.__...__ 4.5+ 22 n � � [7 � a (7 d � v~- 0 C7 Z K O � � g LOG OF BORING N0. ��g �� d�•� � /til .�'T _. __� __.��_......... �� VII�� '��i ��U�T� Projecf: Project No Bonds Ranch Road Improvemen#s� - Phase 2 Hawks Lar�dirtg Road ta Blu� Mound Road -�'ort Warth, Texas `�r�r��, . : D��iE� � I �iq��l.. I �"�astic Pfasticity. 6orint�. Inf�r,ral �"�"�'f`�- tiR��it ° L�rnil� �Index �O, � � ��SCf'l�:�lOil `' ---�- - -� - �-- . - �---- :. �i�.l .; .�LL. �.Pl.. �I � B— 2 4— 5 Si�ty Ciay 45 17 28 �-- 5 9-- �0 SiftGlahaly 43 17 26 B— 7 7— 8 Shaly Clay 67 2Q 4i B—S 2--3 Clay B3 21 42 8— 9 q— 5 Sflty Clay 34 19 15 B-1 D 3— 4 Silry Ciay �40 15 25 Free swell test performed at approxima#e overburden pressure CMJ ENGINBERING, INC. -- �u.�a�t,�t� --- r�e��r�t � Contertt�'h�� . - S�.v�IJ �_ -I�iliaR i �Fina[`_ . ��?�°�' " . Ta.4 13.�1 0.1 16.2 18,0 0.6 22.4 23.5 0.2 �Za.7 28.4 9.2 15,1 'fC,B 4.'f 12.5 16.5 2.D PL,�� A.13 i �IY�7E S��I�� 5T L��1LTS Project: Bands Ranch Raad Emprovements - Phase 2 Hawks Landing Road to Blue Mound Road � Fort Workh, Texas Project No.: 117-17-250 Boring No.: B� 5 Depth: 1' to 2` Material: Clay Percent L,ime pH 4 8,78 2 10.92 4 12.01 � 12.26 8 12.4Q 10 12.42 Borir�g No.: B� 9 Depth: 'i ` to 2' Materiai: Clay Percent Lime pH p 9.3�4 2 11.85 �. 12.38 6 12.42 8 12.�45 � o � z,�� e�J ENGnv�E�v�, zNc, F�� •�� SOLIJ�LE SLJLk�AT� T��i I��I�� I� Project: Bonds Ranch Raad Imprav�m�nts - Phase 2 Hawks La�ding Raad to Bfue Mo�nd Road - Fort Worth, Texas Project Na.: � 17-'I7-250 �oring �ep�h �a��r�al �oluble No. (f#.j �ul�a�es {ppm} B-'f 2 - 3 Clay �100 B,2 1- 2 Clay �10� B-3 � - 2 Clay �1 DO B-5 1- 2 Clay <'( 00 Bµ� `i � 2 Clay �1 QO B-7 1 - 2 Clay �100 B-8 1 - 2 Cfay <100 B-9 1 -2 Clay ��00 Note: 'iest Method TxdOT T�x 1�F5-E. C1V�� ENGINEERING, INC. �'LAT� A.9� V�i n �A� Pavement Thiakness Deslgn According to '[993 AAS�T� Guide for �esign ofi �°avements S�ructur�s Amerlcan Concrete Pavement RssaciatEan a �igid Pavemeni �esign Agency: Cify of Fort Worth Company: lfimley Horn Contractor: CMJ �ngineering Pro}c�ct Dascfiption: Bonds Ranch Road - Phese 2 Locat�an: Fort Worfh, Texas Rigid Pavement DeslgnlEvaluatio� AGC Thickness �asign �SALs Reliabillty O�erafl oaviattan Madulus of Rupture Modulus ofi �lasticliy 10,3B inches 9 3, 9 70,000.00 sa.nn percent 0.39 620 ps� 4,DUO,OOq psE Load'�ransfer, J Mod. 5ubgrade Reac#fon, k Drainage CoefFicEeni, Cd Initial Ssrvlasablllty Terminal Ssrvic.eahllity 3,OQ 221 psili� 1.40 �}.50 z,5a J Madtllus of Sub rade Reaction k-value []eterminatio Resilient NEodulus of the Suhgrade 4,118 psi � Resiilent {Ulodulus af the Subbase 12,392 psl I� . Subhase'ihickness 8.00 Inches Repth to REgid Foundatlon feet � Lass of Suppo[t Value (0,1,2,3j sI2712a17 z:41:05 PM Modulus of 5udgrade Reaetlon 220.9� pslAn �ngfnesr: dF5 : I � B.'I VII'i n Po�►� Pavement Thlclsness besign According to 1993 �►SbTO [�uide �'or I�esign of Par►em�nts Siructure� Amerfcan Concrete Parrement Assoclatlon �lexible �esign Inputs Rgenay, Clty of �ori 1North Company: Klmley Horn Contraotor: CMJ �ngineering F'roJect pescriptlon; Bonds Ranch Road - Phase 2 Lncatlon; Fort Worth, TeXas Flexible Pavement �esignl�valuatlon Sfrucfural Number 5.37 Soll ResillenE Modulus �eslgn ESALs i3,170,00p,Oq lnit[a[ Sarvlceablllfy ReIEaBlilty 90,00 peraent Tertninal Serv{ceability dverall nevlation 0,45 6,6'I8.50 psi 4.20 2.54 Layer ThiCkness �sierminat�an � Layer Nlaterlal Coefflclent Q,44 a.a� Coef�ciani Thickness — �.00 a.00 � 5N B/2712017 2:45:07 PM �nglneer, JPS 3�l 0.88 6, 39 —�%,�� ..z G��6.�6vI� �IIl�I101C'l� �➢1C� W�11�ll�Yl ��VlCll�� iL1�11Ci�S5 ��a�e��Il�e C��apl��c� '�'1�I][S ]P��]E �L�EI�']C I1�T'�`]El�T��l�TA.]LL� 1�1LAliT� �, C1TY OF FORT WORTfI STANDAI2D CONSTRLJCTION SFECIFICATIONf IJOCUMENTS Revised July 1, 2011 Intersection Lnprovements at Bonds Raneh Road & FM 1 Sb CPN IQ10U9-2 �o�T VYo�x�� i�y ofi �'o� �Uo�h �u�ine�s �quity l�idisi�n �peci i�a�ions 5��1�� 1fV��RUCiI�N� �'O� �FFE�3��3� A��ICATION O�' POLICY If the tota� dollar value �� the contraci is �±�O,OtiO or more, tn�r� & 6usiness �quiry coniracting goai is appiicable, A�usiness er�ir�:y� F�nn� �efers !a G��itie.,l #Ainoret�4, a:��;.;r 1�liomee�-, nwr�#� n�asme� �r;t�tp�ise� (i4�►11N$�)- � POLICY STAi�Ni�i+�T It is the poliey of the City of Fort Worth to ensure the full and equitab[e participation of Business �quity Firms when applicable, in the procurement of alf goods and services. All requirements and regulations stated in the Cifiy's c�rrent Business Equify Ordinance !�#0.2-�534-.11-20�0 apply to this bid. �U31N�SS �QIJIiY t�0�►� �he City'S �IW�� goal qn this nmject is °% of the n�se bid value of the cantrar.t {If fe.der�lly Fun�� .dj The :��y's D�E aoal on 'his p� o�r�� i� ��Q �r �he i�ase bid valuP ��f f�j� contrt ct A Business Equity Prime Contractor can count it's self-pertarmance services towards meeting the 8usiness Equity Goal for the assigned NAICS commodity codes on their MBE or WBE certification. I'f the Susiness �quity Prim�: Contractar cannot self-perform all afi the work, it v�rill be accountable for subcontracting with certifed Business �quity �rms to meet the overall goal. co�n��,ia�c� ro �i� s��ci�ic�rio�vs On City contracts $100,OOD or more where a 6usiness Equity Goal is appiied, offerors are required to comply with the intent of the City's Business �q�iiy brdinance by meefing or exceeding the abo�e stated goal through on� of the following methads: 9. Business Equity subcontracting participation, or; 2. Gommercial useful f�nction senrices perFormed �y the Business Eqvity Prime to caunf towards t�te goal, or; 3. Comb9nation of Business Equity Prime services and BusPne�ss Equity subcnntracting participativn, or; 4. Business Equity Joint Venture participation, or; 6. Good Faith �ffort documentation, or; 6. Prirne Waiver documentation. SU�i�Ii�A� OF ��QIJIR�ID DOCIJYN�NiAZION The Lltilization Plan shall be due at the tirr�e specified in the solicitation. The applicable documents must be received by the Purc�lasing Di�ision, within the time allocated, in order for fhe entire bid fo be cansidered responsi�e to tfie specifications. The offerer shall deli�er fhe Business Equity documentaiion in person (or email if designated within project specifications} to tne appropriate employee of the Purchasing Di�ision and obtain a dateltime receipt. Such receip# shall be evidence that the Gity rec�i�ed ihe documentation i� the time aliocated, Dacuments are to be received no later than 2:pD p.m., o� the second City business day after the hid opening clate, exclusi�e of the bid opening date. Faxed ca Res wili not be acce ted. The Qfferor must submit one of the following do.cumenta�ion: 1. !ltiiization Form, if the goal is met or exceeded, . 2. Good Faith Effort Fflrm and lltilizati�i forFr�, including supporting documeniation, if participa#ion is lass fhan stated goal, ar no Business �quity participation is accomplished, , 3. Prirne Cantr�ctor Waiver form, including supporting documentation,if ihe �fFeror will perform all subcontractinglsupplier opport�nities, . . 4. Jnin� Ven�csr� Form, if goal is met or exceeded with a Joint Venture. Thes� forms can be faund on-line at: htt s:lla s.fartwarthtexas. ovl�ro'ect�esourcesl. FAILURE Tu'� CunnYi�Y WiTk� THE �1 i 5r''� $USINES� EQUIfiY f]R[]lNAMC�, iHiil.L +��5l�l,f lid �i-i�: �ii� t`stiiv�a COiV$IU�RED IVQi+i-RE�+��`ai�siur TO Sp�GI�lC,AilUlk�, I FAILURE; i�,'�, �uesiviiT �li� tc�tiiiiitt� csii�iiv��w �c1iJS7'Y �ac�CllMEAF'�,�TICSNM i�vi�i_ �'ccau� i IM THc 81i� 6�iridca COW5IDEREA M.�iia-K�Sr%QN�IVt. A atC.OND Fp,i�u�eG Nii�i.. RE��i�� II� 't"!�#E �`,rFcRc�H gtii�il ui�c:luw�irf�� FOR A Fklftic��7' Gr= Dl�� Y�AK. T#��cGt_ FAI�l1RE� f�i A, riVc Ytwr`< �rKi�� i�111L� R�SULfi �N � DISQUALfFf[:,4TiC}N PEi�l�D flF THREE T�IRS. Any questions, please contact the Business Equity Division at (81�) 39�-�6�4. 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'� � �' � � W � � � /�^ � o � � o � � L � o Q .� � U � Q � N � � � `C3 U� L.1) V c`6 `o rn p0 � '�'i a N � � � c� � � c� � � � � � � � � � � � y � C!� � � � •� W � � � �l L!_ � �' N � a "� � � y � U � � L�L � e � � V � � � 0 0 0 � c c c a Q Q Q � � N c� [C � 0 0 0 � ❑ ❑ ❑ c� � � � F�- � F�- � � O V C (� C � ¢ R1 O � @ — .� � � ,� ❑ .Sa X � 43 'p .�' .� -� � '��Qy� �' � '� � � � � � � � Z7 N � � � O •N � � � � � � N mN (�!1 O � C _ � � C O � � � Q O � � N � � Q O � � (� � � � •� � ,� � �. V L .��. � �^ `� � w N � ��F' c4 0 � .� V � �`= C �i � EU .� ,,� �, c � •N C '� � 'p Q O N 'C � � C �� . � �o��,m � C.� � Q +� N � � O '� C � N � O � � � � � � � � � � � m -� (�E o � c/a '� �- U O Q � � N _ � � +� �i a � � Q] � -� C � O N Q � � G L � � a O � � � � � O � � � o c � � � O Y d � � m '�av�.� � �� E ��' �� = .� n3 .� � � v � �-- '� U � � 0) y � � •� � O �� 6� ��°�U •�..��m ��a� c a�`c3� 1-' � U .0 .� V1 C L_ � Q O O � L � � C a O C � � � (� � +-+ � � 7+ � � s � (� S V C � O c4 � � u7 C � c� � � .cu � � � o � .ui , c c� — a� i� o � � � a--� � � N Q � � N N � flS � � O a � Qp�•N �� (� •U� — � O v V � N � � ,Y (� � (p � �. � � � 0 � � � � N � �, Q � � � � � � � C O � C U � �. ,� � U � •m.� a � w � �' Uy � ,��, `�O � s vy N 4 j, m a.� N ��. N � � L +� � in U :�+ �O Q � � � � � �C) t- O � '� � � a� �O �� -v_�,� �� '� c � � t� o •uy �- N � :�_• Q � � �- � O � � H n' �*- "� � � O uj D N � C � � � �rnmoco�- af � � � c c� � � � � ro ` ` � Q � O 'C .G �. � � N � Uj ,� � � � O O �.r,� �.n C � � � a � U � � � � � •N � N � � V � _ � � � � � � 'C � 0. L La.. U1 � f6 � N N � � � � �C � U � �$a �� O N U � a,'N tn � Q) �, llJ � � ° � ° � � o a�i� � �w Q C7 � .� C � Y � V1 N ,3 1"' '.Q � ii � ° a �; flp � � G � � U � N .� U � O � � � � E �°'a,�,�;��. • c � � � �cg�� c� c`t o Cia � N � 0..� � � hT � � � 6 � 6 � l� e tA � 0 � 5 Q � � � 'a � QM � C3 G1 R � � � �6^ � � � �1 � � N � a ,� � N N 0 0 a � � W � O �� .� ❑ � � w � � C � o m rn � � O X �� o e �� C � (6 � � 1L1 U � � P � m N [ �� ❑� -�_. a �� '' Q W � �QRT �ORTH� ATTACHMENT 1B Page 1 of 'f Ci�y ofi Fot`� �11o1"th �u�ine�� quity �ivisi�n �Pime �on#eac�o� �lai�eP �oem J ! PRIME1pF��ROR Check applicabie bax to describe Prime! CONIPANY NANI�: affe or"s Certificatian �l� PRA.l�C7 NAME: � —�- BID DATE City's Bus9ness Equity Goal: Offeror's Business Equity Project Commifinent: PROJECT NLIMBER % % ff both answers to this form are Y�S, do not complete ATfACHMENi 1 C(Good Faith Effort Form}. All questions on this form must be campleted and provide a detailed ex lanation. If the answer to either question is MO, ihen yau must corr�plete AiiACHMENT iC. This form is only applica5ie if baEh answers are yes. F�ilure to �ompl��,� t#�i� form i� �ts er�tirety �:�d h� r�c�ived by thi�E F'LIILIl��I1ISI C�1111.1"I�IY I�i� I��{Y'� t�C�rl +�.U� f+a!�aa dll t�ie SeLana.Ct� I3USIt1L55 .'�+Py RI�LGI L�711,� V�J��1 �J��F��S� �� A�1� �i'� ��i�� 4�1 ��I� «.�}[�1� ��} ti7(: �1C�! ucii7Lj C6f1S�Cj2f${� ��:�-res�a��sGue t� bic� speci�iicat�.;.-�:�. Will you perform this entire contract without 5uhcontractors? � Y�g If yes, please prvvide a d�tail�d ex�[anation that praves based on the size and scope of this ❑ �� projeci, this is your normal b.usiness practice and provide an operafiona[ profile of your business. Will you perform this entire cantract without suppliers? � YE5 If yes, please provide a detailed explanation ihat pro�es based on the size and scope af this project, this is your norma! business practice and pro�ide an inventory peofile of your business. � NO Tf�e PrimelOfferor further agrees ta provide, directly to the City �pon request, complete and accurate information regarding actual wark perForm�d by ai1 subcontractors, including Business Equity firms on this contract, the payment thereof and any proposed changes to the original Business Equ�ty firm arrangements submifted with this bid. The PrimelOfferor aEso agrees to af[ow an audit and/or examination af any baoks, records and files f�eld by their corrtpany thaf will substantiate the actual work perforrned by the Business Equity �rms on this contract, by an authorized officer ar employee of ihe City. Any intentional andlor knowing misrepresentation of fac#s wilf be grounds for terminating the contract or debarment from City woric for a period of not less than three (3} years and for Enifiafing aciion under Federal, 5tate or Local laws concerning false staterrtents. Any failure to comply with this ordinance creates a material breach of contracf and may result in a determinatiQn of an irresponsible Prime/ OfFeror and barred from pa�kicipating in City work for a period of time not less than one (1) year. Authorized Signature riflF� Company Name Address CitylStatelZip Pfinted 5ignalure Contact Name (if different) Phone Number Email Address Date Buslness Equity Division EmaiL QVIN_8E0#fice�fortworihtexas.gov Phone: (817} 392-2fi74 Effectf�e 01f011202! �� R��. �I� A� �D� ��Fl ATTACHMENT 1C ` �usiness Equi�� Di�isi�n p�ge 1 of 4 �� d ��ith �ffo�t �o�m PR[MEIOFFEROR Gheck ap�rllcable hax to describe CONEPANY NAME: PrlmelDffero�'s Certiflcation Pf�OJEC7 NAME: g�f4`-- -- ❑ ��uit} , BID DATE 6usiness �quity Goal: Offeror's Buslness �quPty Goal Cpmmitment: PROJECT NUMB�R ��9 ��0 If the Offero� �id r,of. rr;ezt or ex�e�.dl tne ausiness Equity� Goak fo�r tnis ;�;�j�ci, fne �rimelOfferor r�ust complet� this form. I� the PrimelOfferor's method of compliance with the �usiness �quity Goa� is based upon d�monstration af a"Caod � aith �ffoet", the Primel�fferor will have the burden of correcfly and accurately preparing and submitting the docum�ntation required by the Ci#y. Compliance with each item, 1 thru 10 below, shalf satisfy tf�e Goad �aith �ftort r�quirem�nf absent prooi of fraud, intentional andlar knowing misrepr�sentafiion of the facfis ar intentional discrimination by the �rimelOfferor. FaiiuPe to c��t��ieie �nis farm, �� i#.� ��ti�eiy� y.i#i�i �uN�]U�III� dOClamenCa[ion, anai �eceiYCi qy t�e Purchasing ��ivisinr, ��.� l�fer iuian �":OA �.r .�� th� sG�anre �ity nusiness nay a�LP_�' �1fU s��]efA1RQ, ex�lusive of bid ;,�;o��ing �iai[e, �nrili Pesult in th� bid `uePng considered r.;��-resp�i�5iva to hicl specificatinns� 1.) Please lis# each and e�ery subcontracting andloe supplier appoetunity fo� the completion of this projecf,. regardless of wh�ther it is to be pPo�ided by a Business Equity firm or non„Business �quity firm. (DO NOT LIST NAME5 OF FIRAIISI• On all projects, the PrimelOfferoe must list each subcontracting and or supp[ier oppo�unity regard[ess of tier. (Use addrtionaL sheets, if necessary) List of Subcontracting Opportunifiies List of 5upplier Oppartunities Effect[�e 01lQ1I2021 ATTACHMEN�7C Page2af4 a.j Obtain a current (not more than two (2j months old frorr� the bid open date) list of B�siness Equity subcontractors andlor suppliers from the City's Business Eq�ity Di�ision. � Yes � Na Qate of �isting 3.) Did you solicit bids from Business �.quity firms, within the subcontracting and�or supplier areas prer►iously fisted, at least t�n calendar days prior to bid opening by telephone, exclusive of the day the bids are opened? � YBS (If yes, attaclt list ko include name of Business Equlty ffrm, �aR contacted, phane number and dake and tirrie qf contact.j � No 4.) Did you solicit bicis from Busine$s �quity firms, vuithin the subcontracting andlor supplier areas previously listed, at least ten calendar days prior to bid opening by fax, exclusi�e af th� day the bids are opened? � Y�S (If yes, attach list to include name of Business �qulty firm, fa�c numbe� and date and time of contaet. In addition, [f the fax is returned as undellverable, fhen that "undeliverable confirrriation" received must be printed directly from the facsimile for proper documentatlon. Failure to suhmft confirmatian andlor "unrieifverable conffrtnation" doc�rnentation may render fhe � Na �FE non-responsiae.) �.} Did you solicit hids from Buslness �q�ity �rms, within the subcontracting andlor supplier areas pre�uEausly listed, at least ten calendar days prior to hid opening by emai[, exclusi�e af the day the bids are opened? � Y�� (If yes, attach email confirmation to Inelude rtame af Business �qulty firm, data and time. In adciEtion, if an emall is returned as undellverable, then that "undeli��rable message" receipt must he printed directly from the email system for proper dacumentaRion. Failure to suhmlE conflrmatlon andlor "undeli�erable message" � N�" documentatian may rend�c is�a GF'E non-responsirre.t NuY�: The t��e anetl��c�� ideniin�� a�u�a a�e dc4e�,tabf� fU� SC1lICiiYM1i� pids, an�� ac� ��ecteu� methodl r�,u:�t �� ep��iec� ta th�: appiicani� �on�Ca�i. Tf:� �rimerUffG.�� nn�si dcacum�nt i��t �iz��r al �e1�� t'w� 8ii�ei►�i� ti,r"c+f0 tnaa� iRaiEi� �riic7 0l� 4�2 t'i1C�� C��ivu�� G� [�1�� u� ��a�� G, i,iQ SLICCESSfu, Gui►ia��a W�S �ri�acie uaing vne o14 fi�i�2 th.�2 r-tiein6�a in oCve�T t� �i��i��u ��aNri�iiSiv� k,� �hc� G�od �71��h �itis��4 �+�+�tii��i��it, N�GTE: 7he PrimelC7ff��r rnusk �o�tit��E tl�a eni'sre ��rt�s� �yuuty ]isk spe+cit�c ta eac� SUki��ni�d�tii�y a�!�1 supp�ier apport.uniti;� k� be in compiianc� wiiE� q�esiians � 4�;� ��. 6.) �id you pro�ide plans and specifications to potentia� Business Equity firrr�s? � Yes � �do 7.) Did yau provide the information regarding the location of plans an�l specifications in arde� t+� assi�t th� �usiness Equiiy firrris? � Yes � Na Effective D4lD712021 AiXAC�ME�T1C Page 3 of 4 8.) Did you prepare a quotation for the Business Equit�,► firms to I�id on goodslser�ices specific to their skilE set? ❑ Yl?5 (if yes, attach all copies of quotations.} ❑ Na 9.) Was t�e contact informatian on any af the listings not �alid? (If yes, attach the information fhat was not �alid ir� vrdsr for the Buslness Equity �ivision to address Yes �� correctfons needed.) � NO 1fl.j Suhmit dacumentat�on if �usin�ss �quity #irms quotes were rejected. 7h� dacumentation suE�mitted should be in the firms farms af an affida�it, include a detailed explanation of why the Business Equity f'rrrns was rejected and any supporting documentation the PrimelOfferor wishes to b� consid�red by the City. In the e�ent of a bona ficie dispuke cancerning quotes, the PrimelDfferor will pro�ide for confidentia[ in�camera access to an inspection of any rele�ant documentatian by City personnel. Please use additional sheets, if necessa , and attach.) Com an Name Tele hone Conkact Person Sca e of Work Reason far Re'ection AI]DITI�NAI. INFORMATIOH: Please pror►Pde additional information you feel wfll further expfa�.tt your govd and honest efforts to obtain Business �quity firm participation on this project. ihe �rimel�i`iepar fu�the� agrees to peowide, directly to the City upon reques�, comple�e a�nd accurate information r�garding actual work per�ormed on this con�ract, the payment thereof and any proposed changes �a the original ar�angements submitfied wi�h this bid. �he �rimelOfferor also agrees �o allow an audif andlor examination o� any boo�ts, pecords and files held by iheir company tha� will substantiate the actual woP� performed on this can�pac�, by an aufihopized officer or employee of the City. A�idder or Contractor who intentionaily andlor knowingEy misrepresents material facts shall be �ebarred for a period of �ime of no� less than 4hree (3) years. Effective 01lU1l2021 AT7ACHM�N71C Page 4 of 4 �he undersigned ce�ii�ies that t�e in�ormation pro�ided and the �usiness �quity firms listed waslweFe con�ac��d in good faiih. li is unders�ood that any Business �quity �irms lis#ed in Attachment 1� will be contac�ed and the Peasons for not using them will be v�rified by the Ci4y's �usiness Equi#y �i�ision. Authorized Signature Title Company Name Ad d ress CitylStatelZip Printed Signa�ure Cantact Name and Title (if difFerent) Phone H�mber �mail Address Date Business Equity Di�is�on Ernail: DVIN BEOffice@fortworthtexas.gov ' Phone: (817) 392-267� Effactive 07I0912427 �ORT �C�RTI�B, Name af Ci[y projecE: CITY OF FORT WORTH Jaint V�nture El�ibili Form Al/ questions must be answered; use "111/A"if raot applicn6l� A joint �enture Form must be completed on each project RFPBidlPra j ect Number: _ Jpint Venture Page 1 of 3 1. Joint venture info�rmatio�: Joint V�nture Name: Joint Venture Address; (If appJicableJ Telephone: E-mail: F�: Idenfify the firms that comprise tha joint venture: P1eas� attach extra sheets !f addltlona! space is requlled to provide detailed explenaiions of work fo be pe,formed by eaeh frrm comprising the 'oinf venPure $usiness Equity Non-Business Firm l�ame: E uify Firm Name: Busuxess Firnx Business Firm ContaetName: onfactName: Business Business Address: Address: Telephone: Far;: Telephone: Fa�c: E-mail: E-mail: Certification Status: Nan�e of Certifying Agency: � �. Sco e of work erformed h the Joint Venture: Descrihe the sca e of worlc of the Business E uit �'um: Describe the sco e of v�ork of the non-Business E uiE. f rm: Effective 41/01/2021 Joint Vent�re Page2of3 3. What is the percentage of Business Equity firm parEieipai�on on this ,jt►int venture co�nting fawards the graject goal? 4. Attach a capy of fhe j oint venYure agreenp�ent. 5. List compone�fs of o'wu�rship of j oint venture: (lJo not complete if this information is descrrbed in�Qant venture a�reement) Profit and lass sharing: Capztal contrzbt�hons, mcludmg equipment: Other applicable awnership interests: 6. Identify by name, race, sex and �rm fhose individuals (with titles) who are responsible for the day-ta-day management and decesion making of fhe jaint venture: F'inancial decisians (tn inelude Account Fayahle and Aeeei�ableJ: Management decisions: a. Estimating b. Marketing and Sale, � I c. Hiring and Firing nf rnanagement personnel d. Purchasing of major equipment and/or supplies Supervisian of field operations The City's Business �quity Division will review �Q��r aoin�` venture submissior� and will ha��e final appro�al of fhe Business Equity percentage applied towardi #P�� g�al �07 tne prs�}�ci liSt�U �n this farm. NOTE: From and afier the date af project awarrl, if any of the participants, the individually det��e�� scopes of worN; or the doflar amountslperceniages �� ar�y� ffo.r:� th�e originally apprfl�ed 9nformation, then th� participanis rrius� inform the City's Business Equity Di�isio�i imimediately for approval. Any unjustified ehange or del�fion shafl i�e a materiaf breach of contract and may result in deba�ment in accord with the procedures outlined in the City's Business Equity Ordinance. �ffecfive D1I411202i ,Eoint Venture Pa e3of° AFFIDAVIT The undersign�d affirms that the foregoing statements are true and correct and include all materia� information necessary to zdentify and explain tl�e terms and operati�n of the Joint veniure. Furthermore, the undersigned shafl agree to pravide to the joint venture #he stated scope of work, dacision-making responsibilities and payments herein. The City also reserves the right to request any additional information deemed z�ecessa.ry to detexmine if tha joint venture is eligible. Failure to cooperate andlor pravide requested information within the time specified is grounds for termination of the eligibility pracess. The undersigned agre� to permit audits, interviews with owners and exatnination of the books, records ar�d files of the joint �ent�tre by any autharized z'epr�sentat�ves of the City of Fort Worth. Failura ta comply with thi� pro�isian shall result in the termuzation of anx contract, which may Ue awarded under the provisions of ihis joint venture's eligibility and may initiate actiaix undar �'ederal, State and/or Loca1 lawslordinances concerning �'aise stateinents ar vvi11fu1 m.isr�presentation of facts. _.._..__.__.__.__ ��.�.__.._ ___________----------- ------------------------------------------------------------------------------- Na�ne af Business Equity Firm: Name of Nan-Husiness Equity Fn•sn: Name of Owner: Name of bwner; Signature of Owner Siguature ofOwner Printed Name of Orrmer Printed ATame of pwner Signature af pwner Signature of Owner Title Title Date Ilate Notarization State o� On this County af day af , 20 , beiare me appeared � to me personaIly known and who, being duly sworr�, did e�ecute the. foregoing af�davit and did state that they were properly authorized to execute this afFidavit and did so as �heir free act and d�ed. Notary �uhlie Print Name Notary Public S ignature Cornmission Expires _ Business Equity Division Emaii: DVIN_BEOff'ice@fortworthtexas.gov Phone: (817) 392�2674 (seal) Effective 01101/2021 ATTACHMEiVT 'i A Page i af 4 FORT �10RTH �ity of F�� V�or�h Ofi�ice o# Bu�ine�s Did��i� fVl�� ubcon�r�e�orslSuppliers LJtilization �orm OFFEROR COMPANY NAM�: Gheck applicable box to describe Offeror's CerEification Texas Materials Group, dba Texas Bit _ F J PROJEGT NAME• F�;::.-%=� X ..�. �` _n�_. �BE Intersection Improvements to Bondsd Ranch Rd & FM ��6 B�� DATE 07/22/2021 City's MBE Projeet Goal: Oiferor's MBE Project Commitment: PR�JECT NUMB�R 11 fl/o 11. 9 7 o�a 1 Q 1�09-2 ldentify all subcon�rac�orsl�uppliers you �rill u�e on this project Fa��ure ta cample#e th�s f�rrn, i� its �n#irety w�th reques#e�l clocumer��at�o�r, and rec�F�+ed by �he P�xr��asarrg Division ri� I�#er tF��n 2:0� �.r��. on t�e seco�d �ity b�sin�ss �E�y aft�e �i� ap�e�in�, �xcr��sv� �f b:d o�enir�g tfa#e, wil! r�sul� in the bid be�n� �vr�sid�r��E �on-�'�s��nsiv� �o �i� �pec�fic�t��r��, Tt�e undersigned O�f�eror agre�s to ente� i�t� a#of�r7�l a�re�rn�r�t wit�r k�+� rv�� ffrm(s} ��t�� n #his utiliz�ti�r� sche�#�le. cor�ditio�ned �p�r� �xe��ti�� af a corrtracE witi� tY�e �i#y a� ��rk VV�rth. Th� inten�iona� a��1or kr��l�u+rr� misrep�eser�tat��n �� f�c�� is g�ou�ds �ar carrsider��i�n �t d��q+�atEficatiar� an�i wilJ res�l� ir� #he �i� b��ng ca��d+er�d no�-r�s�ansi�� ta bi� spec€fications, hFIB�s listed toward meeting the project goal must be kocated in the six (6) county marketp�ace at the time of bid or the business has a Significant Business Presence in the Marketplace. Marketp{ace is the geagraphic area of Tarrant, @allas, Dentan, .lohnsan, Parker, and lAlise caunties. .P�� co�rtractors mu�t id�ntify b}� ti�r Eeve� of all sub��r�#r2��orslsuppliers, Tier me�ns th� level of ;�ub�an#r�ctir�� be�ow ti�� pr�r�e co�rt��c#�rl�onsu�t�nt i.�. a dirsc# payrner�t fr�rm Ih� �rir�ne c�n��actar to a su�on�ractor is cons:�er�d i�' �i�r, a pay��nt t�� a sub�ont��tor to iks su�pMier is consicte�e� �„� tier. �he �rrirne �ont�actar �s resp�n��l�l� t� provi�#� �roof af p�ymer�� of �II #i��d subca�rtra�#or� ider�t��E�d as a MS� a€�d co�ir��in� thr�s� dol��rs #owards meetie�g �k�e cantract �o�r'rr�'tlted �oal. A�� ii�'i��s �VIUSi BE CI�R�'I�I�� 0�� CONi��,C1' ,��ii1�,R�. Certification means those firms, {ocaked within the Marketplace, that have been determined to be a bona#ide minority business enterprise by the North Central Texas Regional Certification Agency (NCTRCA) and the Dallasl�art Worth Minority Supplier �eve�opment Council {o1FW MSDC). Ifi h�ulir�g ��rvic�es are uti#f�ed, #he �f#er�r +r�ill be g�vee� cr�dit as Ion� as t�r� PV4BE lis�ed awn� �r�� oper�t�s at least ane f�lly iic�nse�l �r�d op�ratianal tr��ct� to be ��d ori the cantract T�re Eu1B� m�y le�se trucks from �noth�� RwfB� firm, ie�c�ucl�r�g �,�6� awe�er-�p�r�#ed. aG�d r�ce�ve full �Vi�� retlit, Th� M8E ma� le�� #ruc�Cs �rofn �ror�-A+IB�s_ includin� ��vr��r-op�rated, but wilE �nly rec�ive �r�dit for t�re fees and �om�nissro�s e��t�d b tl�� v18� �� out�ie��d ir� t�� I�as� �gre�m�n�_ Rev. 2f13119 FORT�W�OR�T A'fT'RCMMENT 1A Page 2 of 4 Offerors are required to identiiy ALL sulacontractorslsuppliers, regardless of status; i.e., N7�o�oriky ��n� �r�nnM�s��. MBE firms are to be listed first, us� additional sheets if necessary. Please note that only certified MB�s will be counted to meet an MB� goal. -- �,+ SUBCONTRAC�ORISUPPLIER ° Company Name T � w r� Detail Detail Address i g g Subcontracting 5upplies 7elephonelFax e � � �'� Work Purchased Dollar Amount Email � p Contact Person ' � C Greenscaping LarldSCap[Ir1g $12,523 2401 Handley Ederville � Fort Worfih, Tx 761 i$ S 17-577-9299 Xn ❑ louks@greenscaping.com Zamora Construction Concrete $2$,2�3 PO Box � 039fi Flatwork River Oaks, Tx 76114 � � ❑ 817-759-0063 Lupe@zamoraconstruction.co Klutz Construction Storm $36,79D 650 Tower Dr Drainage Kennedale, TX 7606a 1 817-551-5591 Q ❑ charles@klu#zconstructior�.com .� Munoz Trucking $�,978 83509 N Grove Haul raw Fort Worth, Tx 16106 � material to 817-889-6754 c� � asphaly plant sergio@jmunortrucking.cam 64 Sunrise Transport Haul raw $10,46$ 134 Pr 3484 � material to Paradis�, TX 76�73 � ❑ asphaly plant 940-255-5553 Lions Gate Logistics Haull off $19,975 2600 Timber � excess for Burleson, Tx 76028 � ❑ Site Solutions 817-917-0668 lionsgakelogisticsl @gmail,com Rev, 5l15119 �� A"fTACHMENT 1A Page 3 of 4 Offerors are required to identify ALL subcantractorslsuppliers, regardless of status; i.e., �rlinorRiy an�i r�car�-i�r18Er. MB� firms are to be listed first, use additional sheets if necessary. PEease note that onfy certified MBEs will be counted to meet an MeE goal. - N SUBCONTRACTORISUPPLIER ° Company Name � M W " Retail �etail Address i g g Subcontracting 5upplies 'FelephonelFax e E E nn Work Purchased pa�lar Amount Email � � Contact Persan � Buyers Barricades $16,925 Barricades 74Q9 Baker B1vd. 1 Richland Hil1s, Tx 76� �8 � � 817-535-3939 cole@buyersbarricad�s.com Cross Roads, L.P Gurad Rail, $70,237 5012 David 5trickland � Traffic Marking, Fort Worth, Tx 761'I9 ❑ ❑ X Signae 817-634-a�44 mlewis@crossroadslp.com Bean Electrical, Inc Signalization �4'�a�7 821 E Enon � Everman, Tx 76140 ❑ � 817-56'i -7400 ahawkins@heanelectrical,com Site Solutions Excavation & $254,976 3�20 Bella Lago Flexbase Fort Worth, Tx 76177 ❑ ❑ 817-220-8157 firent.bedford@aof.com Dustrol Milling $23,600 280'[ Hwy 114 Fort Worth, TX 76177 1 � � X (817) 430-3958 jsimpson@dustrol.com Rookers Asphalt Liquid Asphalt $52,403 3632 Lawnwood Street Fort 1Narth, TX 76111 � ❑ ❑ 214-341-52Q9 Rev. 5I15119 Fo�r�Waxr��_ A7TACHM�NT 9A Page 4 of 4 Total Dollar Amount of iltiiB� Subcontractorsi5uppliers � i 3'� ,$62 To�al Dollar Amount of Y�o��l�'i�E SubcarttractarslSuppliers $ 746,230 iUi'AL �OLLAR AIVIOUId i OF AL�. SU�CONi��CTOFiSISUP�LI�R.S � S�S, O92 TI3� Of��r�t wlli rro# r��ake addfiions. dele#i�r�s, or subsk�#u#ior�s to this ��rtified Its# w�i�l�aut �[�e pri�r �p�roval of t�� O�fice of Busrnes� DiversEt� throu�t� �� subittiEtaC of a��q�aes� �ar A�pr�+r�! of �har�gel�da��tron forrrr, A�ty unjusti��d c��nge or del�tio�r shall be a mate��ai breach of ��n�r��k an� may res��t ir� d�f��rm�n� i� �ccord witl� thre procedures ot�tlined in th� �rdin��c�. 7fi�e C3ff�rar s#�all subm3t a�e�aile[� �x�lan�tio� a� how the r�qu�st�d �h�ng+�la�dit��n or d�l�tion w�11 affect the comn�i��ed I�9�� go��. If th� d�tail �x�lanation is nok submit#ed, �t w�ll af��ct t#�e �inaf cor�l�l��r��e �le��iwna�ion. By affixing a signature to tf�is farm, the Offeror further agrees to provide, directly to the City upan request, complete and accurate information regarding actual worfc performed by all subcontrac�ors, including MBE(s) and any special arrangements with MBEs. The Offerar alsa agrees to allow an audit andlor examination of any books, records and files held by their company. The �fferor agre�s to allow the transmissian of interviews with owners, principals, officers, employees and applicable subcon#ractorslsuppliers participating on the contract that will suf�stantiate the actual work �erfarmed by t�e MBE(s) on this contract, by an authorized officer or employee of th� City. Any intentianal andlor knowing misrepresentation of facts will be grounds for terminating the confract or ciebarmeni from City wark for a period of not less than three (3} years and for initiaiing action under Federal, State or Local laws concerning false statements. Any failure to comply with tf�is ordinance creates a material breach of the contract and may result in a determination of an irresponsible Offeror and debarment from �articipating ir� City work for a period of time not less than one (1) year. ,�'/ !f � � �1 - — ' _�.. - - � - ,4uthoriaed Signature , Estimating Manager 7itle Texas Materials Group, dba Texas Bit Company Name 42D Decker Dr, Suite 200 Address Irvjng, Texas 75062 CitylStatelZip Ronald D. Stinson, Jr. Printed 5ignature Contact Name!"Cit1e (if different) 817�538-� 635 Telephone andlor Fax ronald.stinsan@texasbit.com E-mail Address 07-26-2021 Dace Office of Business Diversity Email: mwbeofFice@for#worthtexas.gov Phone: (817) 392-2fi7�4 Rev. 5115149 GC�-6v�� VVa�e ]!��$es �I�[IS PAGE ]LE�F'T ]Cl�T'1'�EliT��OT�T�LY ]�L.A.NI� �, � I C1TY OF FORT WORTH Tntersecfion Improvements at Bonds Ranch Aoad & FM 1S6 STANDARD COI�i3TRUCTION SPECIFICATION DOCiIMENTS CPN 1Q1009-2 Revised July 1, 201 ] �� 2U13 PREVAILING WAGE RAT�S (Heauy and Highway Constructian Projects) CLASSIFICATION DE5CRIPTION Asphalt Distributor Qperator Asphalt Pa�ing Machine Operator Asphalt Raker Broom or 5weeper Operator Concrete Finisher, Pa�ing and S#ructures Concrete Paverr�ent Finishing Machine Operator Concrete 5aw Operator Crane Operator, Hydraulic 80 tons ar less Crane Operator, Lattice Baam 8a Tons or l.ess Crane Operatar, Lattiee Boom Over 8a Tons Crawler Tractor Operator Electrician Exca�ator Operator, 50,�Ofl pouncis ar less Excavator Operator, Over 50,000 paunds Flagger Form Builcier/Setter, Structures Form Setter, paving & Curb Foundation brii! Operator, Crawfer Mounted Foundation Drill Operator, Truc[c Maunted Front End Laader Operator, 3 CY or Less Front End Loader Operaior, Over 3 CY Laborer, Common Laborer, Utility Laader/Backhae Operator Mechanic Milling Machine Operator Motor Grader Operator, Fine Grade Mator Grader Operator, Rough Off Road Hauler Pa�ement Marking Machine Operator Pipelayer Reclaimer/PulverizerOperator ' Reinforcing 5teel Warker Roller Operator, Aspha[t Roller Operator, Other 5craper Operator 5e�vicer Small Slipform Machine Operator Spreader Box Operator Truck Dri�er Lawboy-Flaat Truck Driver Transit-Mix Truck Dri�er, 5ingle Axle Truck Driver, 5ingle or Tandem Axle bump 7ruck Truck I�river, Tandem A�cle Tractor with Semi Trailer Welder Work Zone Barricade Servicer Wage Rate $ $ $ $ $ $ $ $ S S $ $ � $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ 15.32 13.99 12.69 11J4 a.a.�z J.5.05 14.�8 is. iz 1�.z� 20.52 14.07 19.8D 17.19 16.99 10.06 ].3.8�# 13.7.5 17.99 zi.o� 13.69 14.72 10J2 IZ3�. 15.18 17.68 �.A�.32 17.19 16.02 1225 13.63 i3.24 ii,o1 15.18 13.08 11.51 12.96 14.58 15.96 14.73 1fi.24 14.14 1.�.31 7.2.62 12,86 �4.84 11.68 The Davis-Bacon Act prevailing wage rates shown for Heavy and H€ghway construction projects were determined by ihe United 5tates Department of l.a6or and current as of September 2013. The titles and descriptions far the classifica#ians listed are cietaited in the AGC of 7exas' Standard Job Classifications and �escriptions for Higi�way, Heauy, U'kili#ies, and fndustrial ConstrueYian in 1'exas. Pagelpfl