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Home My WebLink AboutContract 57682�..PP�f-�LA ��47s� ,��'��'�'�` ��_�.:�� °�� , �, � � - �� .-�� _. - - - .r � ��6�� i�.'� �'�� ?l +�c��T��T CSG No. 5?68� �� T�� C'�7LaT�'�'�TJC�'id_D14� ��' �nter�sect[v� rrnprs:�,+etr�er�t� :�: 8�0 � Ni�.rin� Cr��lc �"arl�.vv�x� ��l�a�e � Gi� �r�,�ect �a. CP� 10� �S� Matti� Farker i1��yo1' ��r�r�i �'nn�� c��y ��V,� wi�liam Ja��nso�x L)irector, Transg�rtation a�d Public 1�►�'arlcs Dep�r�nent �r��a�P�d �or� `Th� �ity c�f �u�f '�`�r�� T'r�n�partai3on � I�u61t� �ln�'�{� �L'�;�;rfrrrat�± �� Texas X'�egtst��l I':r��irt��-i�i�, F�ixin I'-9�8 ' ��l�il�� t° , C��'' S��I�'�4��r I�'"" ��r :•� �', � �71p p� � ��Vf i ��p •� � �� 4 .� �� i' a` '�� 4 � r$i ........... ` �• ��,raA �utl�,}Ai?� .. ;.., ........................ , . � �� *�� I�^�.��L`� H �CO � .�' '��k.._�fQF��!l,L�`� f� � �� Ci� of�o�tV�o�� Standard Construction Specification Documents Adapted September 2011 Dfl 00. 00 STANDARD CQNSTRUCTION SPSCIFICATION DOCUMENT5 Page ] of 9 s�c�ioN ao ao ao TABLE OF CONTENTS Division 00 - General Conditions Last Revised 0.0 �JS 10 Ma nr and Council Communication 07/01/20I1 00 �5 15 Addenda 07/01/20l 1 p0 I 1 13 Invitation to Bidders a7119/2D21 00 2I 13 Instructions tn Bidders 08/13/2021 4D 3 5 13 Conflict of In#erest Siatezzient 02124/2020 OD 4l 00 Bid Form 9/30/2021 0� 42 43 Pro osal �'orm llnit Frice 01/20/2412 00 43 I3 Bid Bond 0911 1120 1 7 QO 43 37 Vendor Com liance to State Law Nonresident Bidder �6/27/2011 00 45 11 Bidders Pre uali�cations 08/13/2021 nn�� mitted "°«o "��- 00 45 13 Pre ualiiication A lication 08/1�/2021 00 4S 26 Contractor CQm liance with Workers' �om ensaYian Law 07/41/2011 00 45 40 Business E ui Goal 07/19/2021 00 S2 43 A reement 09/01/2021 Op 61 13 Ferforinance Bond Q7/01I2011 OQ 61 14 Pa inent Bond 07/01/2011 00 61 19 Maintenance Bond 0710X12011 00 61 25 Certif cate of Insuranee 07/D 1/2011 00 72 00 General Conditions 08/23/2021 Q� 73 a0 Su lementar CanditiQns 03/09/2020 Divisian UI - General Re uirements Last Revised O1 1 l QO Summ o� Wark 12/20l2012 01 25 QO Substitution Procedures Q7/01/2Q11 Ol 31 19 f'reconstruetion Meetin 08/17/2Q12 O1 31 20 Pro'ect Meetin s 07/01/2011 O1 32 I6 Canstruction 5chedule 08/13/2021 O1 32 33 Preconstr�ction Video 07/01/2Q11 Ol 33 00 Submittals 12/20/2012 Ol 35 l3 S ecial Pro'ect Procedures 12/2012012 O 1 45 23 Testin and Tns ectian Services 03/d912020 O1 50 DO Tem ara FaciliYias and Controls Q7J01/2011 01 55 26 5treet Use Permit and Modifications to Traffic Control 03/22/2021 01 57 13 SCorm Water Pollution Ptevention Plan D7/011201 I O1 58 13 Tem ar Pro'ect Si a e D7/01/2011 O 1 60 00 Product Re uirements 03109/202Q O1 66 00 Praduct Stora e and Handlin Re u.iremants 0'7/0112011 O1 70 DD Mobilization and Remobilization 11/22/2016 O1 71 23 Construction Stakin and Sur�e 0211 4/20 1 8 Ol 74 23 Cleanin 07�01/2011 O1 77 19 Closeout Re uireinents 03/221202I Q1 78 23 4 eratzan and Maintenance Data 1212Q/2012 CITY OF FORT WORTH intersectian Improvements at 820 & Marine Creek E'arkway Ph! STANDARD CQI+lSTRUCT[p.N SPECIFICATION DOCLJNfENT'S CPN 10lS85 Revised December 9, 2621 ao oa o0 STANDARD CONSTRUCTION SPECTFTCATi011 DOCUM8NT5 Page 2 of 9 O1 7$ 39 Pro'ect Recard Docutnents 07/01/2011 Technical Speeifications which have been modified by the Engineer specifically far this Project; hard c+apies are included in the Pro,ject's Contract Documents Division 02 - 8� �1-�—�•3 1- ��V ^�T 9�-4�13 Conditians E•�:�^s�nr:�- • -`e'��errr.s:� 1�J197]�'L"J�: JiS�f=19.Rl1 J�\tll�/• Date Modi.fied Division 03 - Concrete Division �6 - Eiectrical Divisio� 3]. - Earthwaar� . .. _ � 0 '- , .� _ .. _ o !! _ .. • :....: CITY OF FORT WORTH Intersection Improvernents at 820 & Marine Creek Parkway Phl STANDARD CONSTRUCTION SPECIFICAT[ON DOCUMENTS CPI� 101585 Revised Becember 4, 2D21 oa o0 00 STANDAE2D CONSTttUCTION SPECIFICATI0IV DOCi.]NIENTS Page 3 of 9 � � -� — � - e � � - �- � � _` __ _• � • � • , _ r �� . , _ __ _ _ :.:� 0— . , � �: � � . :.:..:._ : ��.,.�. : :� i , � n"' -- — �� - � � — '"'ii �d1i" � - � E M � �� ' � s a � �, .I„ _ " �,: �� 0 � � �_ � �� 'id'1�3..:.`.. �� _'Sa -� `.. r��r��xi �a..C:i�:R:..v�.,...��..c...-� ....�.� � � � � � � � � � � � � l � �' �' � � � � � �� Ffri�il 1 f 7 � !'.....nwe1-e �l)n}er [T.,..l+n r �� .��,....,��. .�., ��'4'�ill-�:[r�%!!F!!I: rl�ST.'�iCf !S!!'1 CIT'Y OF FaIiT WORTH [nYersection Improvements at 820 & Marine Creek Parkway Phf STANDARD CONSTRUCTIdN SFECIFICATION DOCUMEl�''I'S CPt�! ID158S Revised December 9, 2021 on o0 on STAIVI]AT�17 C�NSTRUCTI.ON SFECIFICAT[ON I�OCUM�NTS Page 4 of 9 Technical Specifieatio.ns listed below are included for this Projeet by reference and can be viewed/downloaded from the City's website at: httA://fortworthtexas.�ov/tpwlcontract_orsl ar htt�ps:l/apps.fortworthtexas.�ov/Pro [ectResources/ C1TY OF FpRT WORTH Intersecfion Impravements at 820 & 1Vlarine Creek Parkway 1'hi STAI\TDARIJ CONSTRUCI7QI�! SPECIFICATION DOCUMEhiTS CPN 1QL585 Reuised December 9, 2021 ao 00 00 STANDAIiD COAi5T1tLFCTION SPECIFICATION T7dCUiwIBNTS Page 5 of 9 Division 02 - Existin Conditions m�;� n�� n�� .,..s..,. ti.,,�.,.,>.,i Division 03 - Concrete Division 2G - Electrical Last Revised 7 71'l�z i � �� m 1nv�rvi c�iv 26 OS 04 Common Work Results for Electrical ! 1/22/2013 25 05 10 Dexaolition £or EIectrical S stems 12/20/2012 26 OS 33 Racewa s and Boxes for Electrical 5 stems 12/20/2012 26 OS 43 Und�r aund Duets and Racewa s for Electrical S stems 07/01126ll 26 DS 50 G�mmunications Multi-Duct Condui# 02/26/201� Division 31- Earthwork � � .. . � � � � � � .� � � � � �, • a _ 1 1 N II i� r . i � . .....' Division 32 - Exterior Im rovements �� , � r�� i-A-1 r� y 7 M,rz�-zvr `'zvrL 1'7�v i� ��1�� ,� �`1.,..:t,l., ri...,,, f'�,t.,«.,.,n .1'1M�� 17 1 7'7(1 T iw.n'i-'«nn+url Rnnc l�....vn�on 17!?/IMRi'] �� '2h�r cz-� ��1� �� nu r�� '27�0 . r7l'1�rs�-tv�vi� �� ] �7 M�r�v�ivi� �� y� n�nnr�n�� z 32 13 20 Concrete Sidewalks, Drivewa s and Barrier Free Ram s i2/09/2D21 '7n t�� 37iT�z '� ..�t' ,�� 1 7 M�i 32 16 13 Concrete Curb and Guiiers and Valle Gutters 12f�9/2�21 �� i y r��r��s �� 7 i ln�� 1--1� r+�.., � �.,...,,,., � a r_„+,.., � � r��z � 1 ') Ih�z �� x,,,.a re�,.o� �„a r+.,+o� �1�,. �� n� rn�r�r�o CITY OF FORT WOItTH Intersection [mprove3nent5 al 820 & Maria�e Creek Parkway Phl STAAIDAI2D CQNST[tUCTION SPEQFICATIOl+� DOCUMENTS CPl�' 1a1585 Revised Becemher 9, 2Q2I 1 r � � - �r i:�` - — — ---- �Y� � - — ��.f � i _ • _ ' �:. ..'-iY�E.`_� : _...r.�». �� i � �� M A / � - a I � i i ' �.�tih'.-,: - � �� '="' � �- � , � - � .��a � � � � i � 0 � 0 0 � � e 0 0 0 � 0 � 0 � 0 � � 0 0 � � 0 0 � �� „�� > > tJ3'C.ttC7 i�r..�i+vd4a �xinfey- iTo..�ta. r-�,,.,,.,.,,+., r„�i.,,.� ��sReS*si Ee�a.� � �sa� � - .�t19f@!!1 ❑ln��a nn r��r�� 1 ^ «�r�zv�zUrz i�1M� 1 7 !'7��l�o i G y 7 r7�n �v,zv�x-�i n7 mo-rr .o��rrr n� 1n�ti 1�J 1 �7 l�l�z nn m�T 1 '1 !'1�11�� 7 � rn� n 1�= �rsli3%i�� 1 !] 1'!� y 7 r�_� n�� -��91�91 � y�r�� -�1�9��9 �� i � r-�� r��i n�r,� r�T i � ��z-�',� i � r�z-�;� i��z �� nn r��T yyri�$ i� ��n��.ro; �o �z�n t� i � r�-�i n� ri�T i�r��i nc fn�� n n 1�� n� rn�r��J i�c�nf�ni� n � rn�TT �� n�rio n�� 9-1-� y�r��ti,r �3�-1-� n��i�� CITY OF FORT WORTH [ntersection Improvemants at $29 & Marina Creek Parkw�y Phl STANDARD CONSTRUCTIOI�I SFECIFICATION DOCUMENTS CPN 101585 Revised December 4, 2021 ao cw na STANDARD CpNSTRUCT]ON SP&CIPICAT[ON I)OCUIvIT�Ni'S Page 6 of 9 ao Qn aa STANDARD CONSTRUC'PI.ON SPECIFICATIONI DOCUINIENTS Pagc 7 of 9 CITY OF FORT WORTk�I Intersection Improvements at 82U & h+lazine Creek Parkway Yh I STANDARD COI�T3T1tiICTION SPECIFICATION DOCUMENTS CPN Ib158S Revised De.cem6er 9, 2021 DO 00 OD STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 1'age 8 of 9 Technical Specifications listed helow are TxDOT Speci�ications Needed for the Construction of the TxDOT Bid Items. See TxDOT Website far �pecif"icafions TxDOT Standard Specifications: �ldopted by the `I'exas Department of TranspoRation November 1, 2Q 14. �tandard specifications ar� incorporatad into the eontract by reference. �'ound dnlina at: https:,/ftp.sxdot.gav/pub/txdat-in%/des/speo-book-1114.pdf Item 100 Item 1 D�4 Item 145 zte�► � r o Item 112 Itam 132 �tem 160 Item 158 Item 164 Item 247 Item 260 Item 340 Ttem 310 Item 360 Item 416 Item �20 Item 432 Item 464 Itern �465 ltem 471 Item 496 Item 5Q2 Iterr� 529 Item 531 Item 536 It�m b36 Item 644 Item 662 It�m 66& Ttem 66$ Item 677 Item 672 item 686 Item 687 Iten � 690 1'reparing Right of Way Remo�ing Conereie Removing Treated and Untreated Base and Asphalt Pavement �xcavation Subgrade Widening Em6anlcment Topsoil Vegetative Watering Soil Reten#ion Blankets �']exible Base Lime Treatmeitt (Road-Mixed} Asphalts, �ils, and Emulsaons Prime Coat Concr�te Pa�err►ent Drilled Shaft Foundations Concrete Subsh•uctures Riprap Reinforced Cancrete Pipe .Tunction, Boxes, Frames, Grates, Rings, Co�aes Remo�ing Structures Barriaades, Signs, Traffic Handling Concrete Curb, Gutter and Combined Curb and Gutter Sidewalks Concrete Medians and Direntianal Islands Signs Smalf Roadside Sign Assemblies (421)(44Q)(441){442){445)(636)(643)(656) Work Zona Pavement Markings Retroreflectorizad Pavement Markings Prefabricated Pavement Markings Eliminating Existing Pavemet�t Markings and Markers Raised Pavement Markers Traffic Signal Pole Assemblies (Steel) Pedesta[ Pole Assamblies Maintenar�ce of Traffic Signals Item 3076 Dense-Graded Hot-Mix Asphalt Ttem 6U01 Portable Changeable Message Sign Item 6027 Praparation of Existing Conduits, �round Boxes, Or Manholes Item 7154 Water Main and 5ewer Line Replacements CI'I'� OE F�RT WORTH [ntersection Improveinents at 820 & Nfazine Creeic Parkway Pl� 1 STANDARl7 CONSTfZUCTiON SPECIFICATCON DOCCFMENTS CPI�i 101585 Revised Decemher 9, 2021 a0 00 00 STANDARD CONSTRUCTION SP�CIFICATION DOCUMENTS Yage 9 oi 9 Appendix GC-4.02 Subsurface an�l Physical Conditians ��94 Td�e��=t�es r:,r� n n� u.,.,.,,.,1,,,,� �,,,,;,. „t.,� �,,.,,�;+;,.,, „+ e;+„ vv . GC-6A5.D Miilority and Women Owned Business Enteiprise Compiiance GC-6A7 Wage Rates � � nn no,..,.,;+� .,.,,� T t+:t.+;,,� �J%��a'rS6i'z'-rfriir&�18�k END OF SECTION CITY OF FOR7' WORTH Intersection Lnprovements at 820 & Marine Creek Par[cway Phl STANI7ARD CONSTRUC'FION SPECIP'ICATI03V DpCUIVI�NTS CPN 1p1585 Itevised December 9, 202] City� of Fart tiMlor#�, Il��y�r a�n� afk�E� �`�#��P 7exas ��r��il ��rr�t,�r�i��ti�r� Ml4C Fi�� NEJM��F2� M�C; �2-039� LOC NANIE: ?01� �iW LOC?I� 82� 2� RAAl�INE Cf�F�I�- �� 1 C{7NS'Cf�L1Ci�[O!�! �:C1h�1'RA�T �i1BJEGT �Gi] 2} Aulficrize Cx�cvlson nf � Corrlr�ci uwEh �S�C�err�iorf �ai7stiruc�lian �orr��eotiy, Inc., lif iM� A�tr�ur�l t�i ��,3�9,�1i �.5� ior I��e Con�truc�ilon ai EF1tBf��r.11c�n fm�f�V�mr�nls �f �VnrthwCssl 1.e1�1�� 8�Q �nrl �d�llinr; ['reek Partsway-Ph��s�: 1{�(� t� i3ond Pro�rantiJ 1:��]�iTv��i'1 JII��]�ii il �s r��o�nrr7e��oed 1ha! #h� �Fly C�un�lf �u[F�tirF�� ex2ca:[oqn ai � Oori��a[:C wil�� ,'Ic{�I�ridoe� Cq�:struc�pn f,:ompAny� lerc.� In ihe amptinC n� �,�,3��,871.�5 tor �r�a �rrs#�vct�on of ��xe fntersec�son Irr��ra�rerne�as a� Nae��,wesr Lo�a� 8�� a,xcf h�arine Cr�ek Parkw�sy��Pfrase 1{City �'roJec� f�o. i�'k5S5}. �a��_��t The K,t�e�wase: «F I��s fUayer ai�s} Cau�cu Caxu�iur�i��ti�n {��C� Is� io at�tNuf«e th� executic,rw o[ a ccrnl;ac! w�llt M�C�ei�c�uxf Gansar�cla��o �fnm�any� Inc�. !n the arrioun� flr �i,3,5�7,87�1 55 !or lir[s �r�n�fFii�ilori ni �rrt�rsecliqr� 1ir�pfr,�r�rr.�nES �i1 N��1i�w�St l ODp fi2� ��d f44e�iF�e Cr�ek P�f�cv��y-P#��g�r 1 �xrn��ct_ Tfr� c��sra�k will he han�ed u�a�rg Ifre �b �B fiond �'rogral7� �ured �nd �[�47 Cr+E4r.�l �apHf�l ��roJ�Gs �Ci�r I'ro€t�ci �la, 1fl 1�85�. �Ehe pr��ect was a�,�e�t�s,�c� +�� a�d c� n r�b �ua�y c��, �nd Fr:brutryry 14, ;��7�, �n th e�art Wnr�h 5�ar- ��,�ra+�� The tsi� dacurnernt suti�nat�� hy the Ic�w ��d der_ �L Cnnskrucilt�n LL�, �adn'I meel ihe ��ky's rfl�ulrernen:s p�r th� Cn�llnNon tp th� �Jlc�der. 1 herry�pr�, I#re I f�1N t�a� deom[,d �L C�nr,�r�p�tEon I_LC; �� 3 FY�di-fEBp{�CI5I+1@ E}Idrj�d. 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I �lkE u�k��:�� rr�xvisi,��ati ��"t[�� s}a��r��c� tl;f►:«��e<<I�, ��E�tfw ;��ti�l s1y�cil�cr�li«�� ir;tll rc:E��iiin �i�r�:l�71��c.C!- I{is�l�ii'w ics i+�EMi�'i� ai sl��ii�c! ct}��y� �si'll« zx�lcic��r��k�i� witli Ilre I'i'��us�� sluill l�e k,r�,iai��ls F�a' ��::�tJ�i�i�tb �Eic l�isl �scri��•r��Fcu�savc, A,igr,�c! ��,c,�sy ceE`�3�is �,�ldc��{lur,r �i�a�lC G�. �tl��.��i ii�ltr lli� !'in�res�::l ;tl i11� kioMie arl�4�icG ��il�i7ri�k�Gl. �1:.�tillilWECCI�!,G �Ulll' I�l'CCI]]t' fIF�I�1kS �iICICk1CI11111 �O, ��]�' GnTil�l�{��kl�; 1�1C 1'C4�SICS�C{I IItiPCFF'11111E�t1Ll AI IItC tCFIIi?5Vj11� ICFCk��lClikS; i, � Gr 11wa sa7�tic� provici4rE in �ectioG� �}0 �I E�0 �3id l�nrm �f'ta�� Bid I'��oposn�, 2, �+xccnRc naka3ow3�,ikgernonf bclr�w nir<C stiL+issi� sigGre�t cc��y wi�l� yonr ��rt�pos��i �� Ili�. I i�tre �r`I Isc bi,J ,,lll�Ilill�n�_ r�rc�i TAC'L�i�I{�W�.f:f)CR�i[]; L3y: { — + - _ ��F 1�I}211i}�: �f _ b'� .'� (,��,fti'��?� / �9�r?' 71ghw! UY ��I ��:'�� lI. Y 61eeh�hL �� io-slu 7Q�'l,U�.21 I��' ; � r,1,�awa �btrCn' a�t{arG �aaraS��kf3, i'FS 1'I'csfcc� 14if�a��c�� I'��iii��sr1.�tir�n Ma�� I'�i�sliu V�lorlcs �f . �. , -- �: •r;•� x �_ � ��p,�F.`Of +'�� '.�* ... � *F� ••�.'1NA �i�illhfAkRf]� • �t�'•. �}#.'i2Q �.=�Q� !�•'�:'a � {i'�N S�-�•r'',��'� � �i: �'��rh�h � ��'�.� �� r� = � �` . . � - � � ��'�-{�_ - $2�i s�r��l lVJsi�'i�ie ('irwlt L'li I �I Ik?Ei'i�? c�f� �i OD1l l3 INVITA7TON TQ BIDDERS Page 1 of 2 SECTION 0011 13 INVITATION TO BIDDERS R�CEIPT OF BIDS Sealed bids for ihe constructian of Infersection Improvemexats at S2D & Mari�ae C�-eel� Parkw�y Phase 1("Project") will be received by th� City of Fort Worth Pt�rchasing Offiee until { 1:30 P.M. CST, Thursday, March 3, 2022} as furthe�• described beIow: City of Fort Worth Purchasing Division 200 Texas St�eet Fort Worth, Texas 76IO2 Bids will be accep�ed by: US Mai1, Co.urier, FedEx ar hand delivery at the address abava; Bids will he opened publicly and read aloud at 2:OQ PM CST in the City Cauncil Chambers. GENERAL DESCRIPTION OF WORK The major work will consist of the (ap�roximate) following: Construeting a concrete u-iurn lane, concrete rnedian, co�acrete pavement and integral cu�b, concrete hike and bike trail, and tra�c signal modifications. PREQUALIFICATXON Certain improvements includ�d in this project must be performed by a cQntractor �r designate.d subcontractor wha is pre-qualified by the City at the time of bid opening. The procedures for quali�cation arid pre-qualification are outlined in the Section 3 of 00 21 13 —1NSTRUCTIONS TO BIDDERS. DOCUN�NT EXAlI»IINATION AND PROCUREMENTS The Bidding and Contract Documents may be exa�nined or obtained on-line by visiting tne City of Fort Worth's Purchasing Division website at http:l/r�aww.fortworthtexas.�ov/purchasin�/ and cIicking on the 13nk to tile ad�ertised project folders on the City's electz'nnic document management and collaboratiQn system site. The Contract Docutnents r►aay be downloaded, viewed, and p��inted by interested contractors and/or suppliers. EXPRESSION OF INTERSEST Ta ensure potential bidders are kept up ta date of any new inforrnation pertinent to this project, aIl interested parties are requested to email Expressians of Interest in this procurernent to the City Praject Manager and the Design Engineer. The email should include the company's name, contact person and that indi�id�al's email address and phone number. Ail Addenda will be distributed direct�y tn those who have expressed an interest in the procurement and will also be pasted in the City of Fort Warth's purchasing website at http://fortwarthtexas.gov/purchasingJ PREBID C�NFERENCE — We� Conference A prebid confe�ence will be held as disoussed in Section 00 21 13 - I1V5TRUCTIONS TO BIDDERS at the following date, and time via a r�veb conferencing applicatioa: DATE: February 1 S, 2022 TIME: 1 a: 00 a.m. Invitations with links ta the web conferencing application will be distributed directly to those who have submitted an Expression of Interest. CITY OP PORT WORTH intersection lmprovements at 820 8c Ivlarine Creek Parkway Phase 1 STANI3ARD CONSTRLTCTIpN SPECIF[CATIQN DQCUMENT CPN 1D1585 Revised 711 912 0 2 1 OQ 11 13 ]1VV['I'ATIQN TO BCDDEItS Page 2 of 2 If a prebid conference is held,lhe presen#ation and any questions and answers pravided at the prebid eonference will be issued as an Add�t�duitn to the call %r bids. If a prebid conference is not being held, prospective bidders can e-mail quesfions or comments in accordance with Section 6 of tlie Instructians to Bidders referenced above ta tk�e project inanager(s) at the e-mail addresses listed below. Emailed questians will suffice as "questions in writing." If necessary, Addenda will be issu�d pursuant to the Instructions to Bidders. CITY'S RIGHT TO ACCEPT UR R�J�CT BIDS City reserves the right to waive irt-egularities and to accept at' reject any or all bids. AWARD City will award a con�ract to th� Bidder presenting the lowest price, qualificatians and competencies considered. lNQLJ�R�ES All inquiries relative to this procurement should be addressed to the following: Attn: �skal Shrestha, PE, City of Fort Worth EmaiL• iskal.shrestha@fortworthtexas.go� Ahone: 817-392-7254 AIVD/OR Attn: I]an� Shumard, PE, Kimley-Horn and Associates, Inc. Ernai1: danashumard a�kimley-horn.com Phone: 817-335-6511 ADVERTISEML+'NT DAT�S February 03, 2022 Febr�cary I0, 2022 END OF SECTION CI7'Y pF FORT WdRTH Intersection Improvemencs at 820 &�vlarin8 Creek Parkway Phase 1 STANDARD CONSTRUCTEON 5PECIFIGATI�N BOCLFIviENT CPN l0 [585 Revisetl7/l9l202 ] OU 21 13 [NS'CRUC'I'IONS TO BI17C�ER5 Pagc I af l0 sECTzo�t o0 2� �� INSTRUCTIONS TO �IDDERS L De�ned Terms 1.1. Capitalized terms use� in these 1N5TRUCTIONS TO BIDDERS are defined in Sectian OQ 72 00 - GENERAL CONDITIONS. 1.2. Certain additional tet•ms used in these INSTRUCTIONS TO BiDDERS l�ave Yhe meanings indica�ecE below which are applical�le to both the singular and pluraI thereof. L.2.1. Bidder: Any persQn, firm, partnership, company, associatian, ar coiporatioza acting directly thraugh a duly authorized representative, submitting a bid for perfQrming the work contemplated under the Contract Daciunents. 1.2.2. Nanresident Bidder: Any person, firm, partnership, company, association, or corporation acting directly thraugh a duly authorized representative, submitting a bid for performin� the work contemplated under the Contract Docutnents whose przncipal place of business is not in the State of Texas. I.23. Successful Bidder: 'The lowest responsible and respc�nsive Bidder to whom City (ar� the basis of City's evaluatian as hereinafter provided) makes an award. 2. Copies of Bidding Documenis 2.1. Neither Ciry nor Engineer shall assume any responsibility %r errors or misinterpretaiions resulting from the Bidders use of incomplete sets af �idding Documants. 2.2. City and Engineer in making eapies oi Bidding Docurr�ents a�ailabte do so only for the purpose of obtaining Bids for the Work and do not authorize or con��r a license or grant for any other use. 3. Prequalification of Sidders (Prime Contrac�ors �nd Subcontractors) 3.1. Bidders or their designated subcontractors are reyuired to be pi•equalified for the work types requiring prequaliiication as per Sections 00 45 1 I BIDDERS PREQUALIFICATIONS and 00 45 12 PREC�UALIFICATION STATEMENT. Firms seeking pre-quaiification, must submit the documentation identified in Section 00 45 11 on Section 00 45 13 PREQUALIFICATION APFLICATION ai leas� seven (7) calendar days grior to Bid opening for review and, if quaiified, acceptance. The subcontractars listed by a Bidder on 00 45 12 must be prequaIif ed for the appropriate �v�rk types. Subcontractor5 must follaw the same timelines as Bidders for obtaining prequalification review. Bidders or Su6coniractors who are not prequalified at the time bids a�'� opened and reviewed may cause the bid to be rejected. Prequalif catian requirement work types and documentatian are �vailabla by accessing all requij•ed files throug� the City's websiYe at: h�tt ..:/Ia�p�,.fvrtworthte�.�o�IProaectResourc��: CITY OF FOR7' WORTH STANI7ARD COIYS"i'RUCTIDN SPECIFICAT[OTf DOCUII+IEIVT Interseciion improvemenis at 820 & Marine Creek Parkrvay I'hase I CPN ID1585 RevisedNpdated Noveanber 2, 2021 nozi �3 INSTRUCTIONS T� BIDD�RS Fage 2 of lfl 3.1.1. Pa�ing—Requir�inents dncument located at: https://apps.fortworthtexas.�ovlProiectResources/ResourcesP102°/a20- %20Construction%20Dacuments/Coniractor%2pPre ualification/TPW%20Pavin %20Cantractor%20Prequalification%20ProgramlPREQUALIFICATION%20REQ i1IREMENTS%20FOR%20PAVING%2000NTRACTORS. df 3. i.2. Roadway and Pedestriar► Lighting — Requirannents document lacated at; https://a�ps.fortworthtexas. o>�jectResourcesiResaurcesP/02%20- %20Construction%20Docuir►entslContractor%2QPre ualification/TPW%20Roadwa v%20and%2aPedestrian°/m20Li�htin�%20PreAualification%20Frogram/STREET% 20LIGHT%20PREOUAL%20REOMNTS.pdf 3.1.3. Water and Sanitary Sewer -- Requiremants doc�nent Iacated at: https://ap�5.fortworthtexas.gov/Proj ectResources/ResaurcesP102%2U- %20Constraction%20Documents/ConYractor%20Prequaiification/ Watur%2Qand%2 OSanitary%20Sewer%20Concractor%20Preguali_fication%20Pra�ra�n/W55� o20pee gual%20requirements.pdf 3.2. �ach Bidder, unless currently prequalified, tnust submit to City aE least seven (7) calendar d�ys priar to Bid opening, the documentation identi�ed in Sectian �d 45 1 I, BIDDERS PREQUALII'ICATION�. 3.2.1.Submiss.ion of andlor questions z'elatad to prequalification should be addressed to the Ciiy contact as provided in Paragraph 6.1. 3.3. Tla� City rescrves the right to require any pre-qualifted contractor who is the apparent low biddsr for a project to submit such additional information as the City, in its sole discretian may require, including but not limited to manpower and equipment records, inforination about Ecey personnel to be assigned to the project, and constructinn schedule to assist the City in evaluating and assessin� the abality of the appar�nt low bidder to deli�er a quality product and successfully complet� projects for the arnount bid within the stipulated Cime ft'ame. Based upon the City's assessinent of the submiited information, a recommendatipn regarding the award of a cantract will be made to the City Council. Failure ta submit the additional information, if requested, may be grounds for rejectin.g th� apparent low bidder as non-responsive. Affected contractors wili be notified in wr�ting af a recommendation to the City Council. 3.4.In additian to prequalification, additional requirements for qualification may b� required within various sections of the Coniract .Documents. 4. Examination of Eidding and Contract Documents, Other Related Data, and Site 4.] . Before submitting a Bid, each Bidder: CITY OP' FORT WORTI-[ Interseetion Improvements at 82fl & Marine Creek Parkway Phase 1 STANDAI2I? Cq�iSTRUCTIQN SPECIP�CATION D�CUMEN'I' CPN 101585 Revisedl[7pdated Nn�ember 2, 2021 00 21 13 INSTRUCi'IDN5 TO BIDD�RS Pag;a 3 of 10 4.l .1. ShaTI examine and carefully study the Contract Documents and other related data identified in the Bidding Documents (including "technical data" referred to in Paragraph 4.2. below). No information given by City or any representative of tilae City other than that contained in tlZe Contract Documents and officially pramulgated addenda thereto, shall be binding upan the City. 4.1.2. Should visit the site to hecome famiiiar with and satisfy Bidder as ta the general, local and site conditions that may af�fect cost, progress, perfairnance or Furnishing ofthe Work. 4.1.3. ShaI� consider federal, state and local Laws and Regulations that may affect cost, progress, performance or furnishing of the Work. 4. l .4.Omitted 4.1.S.Sha11 study ali: (i) reports oie�p]arations and tests af subsurface conditions at or contiguous to the Site and all drawings of physical conditions relating to existing surface or subsurface structures at the Site (except Undergraund Facilities) that have been identi�"ied in the Cantra.ct Dacuments as containing reliable "technical data" and (ii} z'eports and drawings afHazardous Environrriental Conditions, if any, at th� Site that have been identified in the. Contract Documents as containing reliable "technical data." 4.1.b. Is advised that the Contract Documents on fiie with the City shall constitute a11 of the information which the City will furnish. All additional information anci data which the City wiIl supply after promulgation of the formal Contract Documenis shall be issued in ille form of written addenda and shall became part of the Contract Documents just as though such addenda were actually written into the ariginal Contract Documents. No information given by the City other than that contaitted in ihe Contract Documenis and ofiicially promulgated addenda th�reto, sktali be binding upon the City. �.1.?. 8hould perform independent research, investi�atio.ns, tesis, boxings, and such other �neans as may be necessary tn gain a complete knowledge of the conditions which will be encountered during the construciian af tlte project. For projects wzth restricted access, upon request, City �nay provide aach Sidd�r access to the site to conduet such exa�ninatians, investigations, explorations, tests and studies as each Bidder deems necessary for sttbmi�sion aia Bid. Bidder must fill all holes and cl�an up and restore the site to its former conditions upon campletio� of such explorations, investigations, tests and studies. 4. I.8. Shall determine the difficulties of the Work and all attending circumstances affecting the cost af doing the Work, time required for its completion, and obtain all inforrr�atinn raquired to make a proposal. Bidders shall rely exclusi�ely and solely upon their own estimates, investigatian, research, tests, explorations, and ather data which are necessary for fu11 and complete information upon which the propasal is to be based. It is understood that the subrnission of a proposal or bid is prima faeie evidence that the Bidder has rnade the investigations, examinations and tests herein required, CITY OF FORT WORTH STANDA.RD CONSTRUCTTO�V SPECiFICATIbN bOCUME3+IT Intersection Improvemenis at 820 & Marine Creek Parkwaq I'hase k e�r �oisss RevisedNpdated Novem6er 2, 2021 OD2] 13 INSTAUGTEONS TO BIDD13R5 Page A af ] 4 4.1.9. Shall promptly notify City of all conflfcts, errors, ambiguities or discrepancies in or between the Cantract Documents and such other related documents. The Contcactor shall not talce advantage of a.ny gross errar or omission in the Contract Documen#s, and the City shall be pet�nitted to make such carrections or interpretatians as may be deemed necessary for fu1fi11inent of the intent of the Cantract Documents. 4.2. Referenee is made to Section 00 73 OQ — Supplementary Conditions for identif cation of: 4.2.1. those reports aiexplorations and tests of subsuriaca condi�ions at ar canttguous to the site which ha�e b�en utiliz�d by City in preparatian af the Cnntraei Docuanents. The lags of Soil Borings, if any, on the plans are far general information only. Ne�ther the City nor the Engineer guarantee that the data shown is representative af conditions which actualIy exist, 4.2.2. tliose dr�wings af physical conditions in or relating to existing surface and subsurface structures (except Undergraund Facilities) whieh are at or contiguous ta the site ihat have been utilized by City in preparation of the Contract Documents. 4.2.3. cnpies of si�cia reports an.d drawings will be made available by City to any Bidder on request. Those reports and drawings xnay not be part of the Cantract Docuinents, but the "technical data" contained therein upon which 8idder is �ntitled to �•ely as provided in Paragraph 4.02. of the Genaral Canditions has been identified and established in Paragraph SC �.02 of tlle 5upplementary Conditions. Bidder is responsible for any interpretation or conclusion d�•awn from any "tecllnical data" or any ather data, interpretations, opinions or information. 4.2,.4.Siandard irzsurance requirern�rzts, caverages and limits. 4.3. The submission af a Bid will constitute an incontra�ertible representatian by Sidder: (i) that Bidder has complied with every requirement of this Paragraph 4, (ii) that without exception the Bid is prernised upon performing and furnishing the Work required by the Contract Documents and applying the specific means, methads, techniques, sequences or procedures of construction (if any) that may be shown or indicated or expressly required by the Contraet Docuirients, (iii) that Bidder has given City written notice of all conflicts, errors, arnbiguities and discrepancies in the Contract Documents and the writtan r�solutions ther�af by City are accepta6le to Bidder, and when said conflicts, etc., have nat been resolved thraugh the interpretations by City as described in Paragraph f., and {iv) that tha Contraet Documents a.re generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work. 4.�-, The provisions of this Paragraph 4, inciusive, do nol apply to Asbestos, Polychlorinated biphenyls (PCBs}, Petroleum, Hazardous Waste or Radioactive Material covered by Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract Documerzts. CITY QF FORT WQRTH S"CANdl1RD CONS'I'I2UCT10N SP�CIFICAT[QN I]OCUM�.NT lntarsection Improvements af 82Q & Marit�e Creek Parkway Phase l CPN 101585 Fte�isedlUpdated Novembcr 2, 2D21 oaa� i3 INSTRUCTIQNS TD BIDRERS Page 5 of 10 5. Availabil'rfy of Lands fow Worlc, �tc. 5.1. The lands u}aon which the Work is in be performed, rights-af-way and easements for aecess thereto and other lands designated for use by Contractor in performing the Work are identif ed in the Cpntract Doeuments. All additional Iands and access thereto reyuirecl for temporary construction facilities, construction equipment or storage of materials aiad equipm�nt to be incorporated in the Work are to be obtained and paid for by Contractor. Easeir►ents for permanent structures or permanent changes in existing facilities are ta Ue obtained and paid for by City unless otherwise pravided in the Contract Documen#s. 5.2. Outstanding right-of-way, easements, and/or p�rmits to be acquired by the City are listed in Paeagraph 5C �F.O1 of the Supplementary Conditions. In Yhe event the nec�ssary right- of-way, easements, and/ar permits are not obtained, the City reserves the right to cancel the award of contract at any time before the Bidder begins any construction work o� the project. 53. The Bidder shall be prepared to commence constructian without a13 executed right-of- way, easements, and/or permits, and shall submit a schedule to the City of how construction will proceed in t�e other areas of the project that do not require permits and/or easerr�ents. 6. Iaterpretations and Addanda 6.1. All questions abQut the meaning or intent of the Bidding Documents a�-e ta be directed to City in writing an or before 2 p.m., the Monday' prior to the Bid opening. Questions received after this day may noi be responded to. Interpretations or clarifications considered necessary by City in response to such questions will be issued by Addenda delivered Yo alI pa<rties record�d by City as having received the Bidding Docurnents. Only questions a�swered by formal written Addenda will be bindi�g. Oral and other interpretations or clarifications will be witizout legal effect. Address questions ta: City of Fort Worth 200 Texas Straet Fort Warth, TX 751d2 Attn: Iskal Shrestha, P.E., Transportation & Public Works Email: iskal.shrestha@fortworthtexas.gov Phone: 817-392-7254 6.2. Addenda may also he issued to modify the Bidding Dacuments as deemed advisable by City. 6.3. Addenda or clarifications may be posied vi� the City's electronic document management and collaboration system. CITY OF FORT W012T'�I STANAARD CON5TRi3CTION 5PECIFICATION DQCUMENT inlersection Improvements at 82D & Marine Creek Parkway Phase I CPN ]01585 Revised/Updated November 2, 2p21 002] I3 1NSTRUCTI�NS TO BT�pEl25 Page 6 nf I O b.4. A p�•ebid conference may be held at the tima and plaee indicated in the Ad�ei�tisement or 1NVITATION TO BIDDER�. Representatives of City will be present to discuss the Project. Bidders are encouraged to attend and p��ticipate in tl�e conferance. City wi11 transmit to all praspective Bidders of record sueh Addenda as Ci�y considers necessary in response to questions arising at the conference. Oral statements may nnt be r�lied upon and will not be binding or legally effective. 7. Bid Security 7, l. Each Bid must be accompanied by a Bid Bond inade payable to City in an amount of fi�e (S) percenf of Bidder's maxirnum Bid price, on the form attached or equi�aler►t, issued by a surety meeting the requirements of Paragraph 5.01 af the General Conditians. 7.2. The Bid Bands pro�ided by a Bidder wi.il be ratained until the cor►ditions of the Notice of Award have been satisfied. If tl�e Successful Bidder fails to execute and r�turn tine Contract Documents within 14 days aiter the Notice of Award con�eying same, City may consider Bidder to be in default, reseind the Notic� of Award and aet on the Bid Bond. Such action shall be City's exclusive remady in the event Bidder is deemed to haue d�fault�d. $. Contract Times The numbec of days within wliich, or the dates by which, Milestanes are to be achieved in accordance with the General Requirements and the Work is to be coinpleteci and ready for Final Acceptance is set forth in the Agreement or incorgorated therein by reference to tb.e attached Bid Form. 9. Liquidated Damages Provisions for liquidatad damages are set forth in the Agreement. 10. Substitute and "Or-Egual" Items The Conti•act, if awarded, will be on ihe basis of matarials and equipment described in the Siddiiig Dacuments without consideratian ofpossible substituie or "or-equal" iteins. Whene�er it is indicated or specif'ted in the Bidding Documents that a"substitute" or "or- ec�ual° �tem of material or equipment tnay be furnished or used by Contractar if acceptable to City, applicatian %r such acc�ptance will npt be eansidered by City until after the Effecrive Date of the A.greatnent. `The procedure for sub�nission of any such application by Contractor and consideration by City is set forth in Paragraphs 6.OSA., 6.OSB. and 6.OSC. of the General Conditians and is supplemented in Section O 1 25 00 of the General Requireinents. 11. Subcontractors, S�ppliers and Others 11.1, ln accordance with the City's Business Equity Ordinance Na.25I65-1p-2421 the City has goals for the participation af m�nority business andlor t3varnen business enterprises in City contracts $100,000 or greater. See Section 00 45 40 far the MIWB� Project Goals and additipnal requiraments. Failure to camply shall render th� Bidder as nornresponsive. Business Equity Ordinance No.25165-10-2021, as am�nded (replacing Ordinance No. 29534-11-2420), codified at: https://codelibrary.amlegal.com/cudes'ftwarth/latest/ftw�rth tx/0-0-0-22593 CITY OF FpRT WpRTH Intcrsection [mprovernents at 820 & Marine Creek Parkway Phase 1 STANDARD CONSTRUCTION SYECIFICATI�N �OCUME�TT CPN 1p1S85 Revised/Updated Novembee 2, 2Q21 Dp 21 13 IN5TRUCTIONS TO BIDDERS Page 7 of 10 I 1.2. Na Cantractar shall be required to employ any Subcontractor, Supplier, other persan or organization against whorn Contractor or City has reasona6le objection. 1�. Sid k'orm 12.1. `I'he Bid Form is included with the Bidding Docurnents; additiflnal copies may be abtainad fratn the City. 12.2_ All blanks on tha Bid Farrn must be campleted and txie Bid Form signed in ink. Erasures or alterations shall be initialed in ink by the person signing the Bid FQrm. A Bid price s�►aII be indicated for each Bid item, alternative, and unit price item listed therein. In the case of optional alternafiives, the words "No Bid.," "No Change," or "Not Applicable" may be entered. Bidda.r shall state the prices for which the Bidder proposes to do the work contemplated or furnish materials required. AL! entries shall be legible. 12.3. Bids by carporatians shall be executed in the corporate name by t�e president or a vice-president or other corporate officer accompanied by evidence of authority to sign. The eorporate seal shall be affixed. The corporate address and state of incorporation sha11 be shown below the signature. 12.4. Bids by partnerships shall be executed in the partnership narne and signed by a parttter, whose title must appear under the signature accompanied 6y �vidence of authority to sign. T'he o.fficial adciress of the partnership shall be shown below Yhe signature. 12.5, Bids by limited liability companies s�all be �xecuted in the name of the firm by a member and accampanied by evidenca of autkiority to sign. The state of farmation of the �irm an.d tlae of� cial address af the firm shall be shown. 12.6. Bids by individuais sha11 show the Bidder's name at�d official address. I�.7. Bids by joint ventures shall be axecuted by each jaint venture in the manner indicated on the Sid For��. The official address af t�e joint vanture shall ba shown. 12.8. All names shaIl be ty�aed ar printed in ink below the signature. 12.9. The Bid shall contain an acicnowledgement of receipt of al1 Addenda, the numbers of which sha11 be filled in on the Bid Farm. 12, I0. Postal and e-r�ai1 addresses and telephane number for communications regarding the Bid shall be shown. 12.11. Evidence of authority to conduci business as a Nonresidant Bidder in the state of Texas sIZa11 be provided in accordance with Section 00 43 37 — Vendor Coinpliat�ce ta State Law Non Resident Bidder. CITY �F FpRT WORTA STANDARb CONSTRl3CTION SPECIFICATION DOCUMEN"C lntersecTion Improvements at 820 & Marine Creelc Parkway Phase I CPN lols$5 Revised/Updated Nrnember 2, 2D21 002] 13 INSTRUCT1flN5 Tp BIDDERS Page 8 nP ]0 ��. �1��1A71SS1011 O�$IC�S Bids shal] be sul�rriitted on the prescribed Bid Form, provided with the Sidding Documents, at the ti�ne and place indicated in the Adverkisement ar INVI'I'ATCON 'I'4 BIDD�RS, addressed to Purck►asing l�Ianager of the City, and shall be enclos�d in at� npaque seaied en�elape, �narked with the City Project Num6er, Praject title, the name anci address of Bidder, and accompanied by the Bid security and other required documents. If the Bid is sent through the mail or other deli�ery system, the sealed envelope shall be enclosed in a separate en�elope with the notation "BID ENCLOSED" on the face of �t. 14. Withdrawal of Bids 14.1, Bids addressed to the Purchasing Manager and filed with tha Purc�asing Ofiice may �e withdrawn prior to the time set for bid o�ening. A r�quest fnr withdrawal must be made in writin.g and deli�ered to the Purchasing Office to recei�e a tirne sfamp prior to the opening af Bids. A#imely withdrawn bid will be returned to the Biddet• or, ii the request is within one hour af bid opening, will not be read aloud and will thereafter be returned unopened. I4.2. In the e�ent any Bid for which a witE�drawal request has been timely filed has been inadve�ently open�d, said Bid and any record thereo�will subsequently be marked "Withd�-awt�" and will be given no further consideration for the award of contract. 15. Opening of Bids Bids rx+ill be opened and read aloud pubIicly. An abstract of the amounfs of the base Bids and major alternates (if an�} will be made availab[e to Bidders after the opening of Bids. 16. Sids to Remain Subject to Acceptance AlI Bids will re�nain suhject to acceptance for a miniin�arr� of 90 days or the time geriod specified for Nofic� of Award and execution and deIivery of a complete Agreement by 5uccessful Bidder. City may, at City's sole discretion, z•eleasa any Bid and nullify the Bid security prior to that date. 17. Evalnation of Bids and Award of Contract 17.1. City reserves the right to reje�t any or all Bids, including witllout limitation the rights to reject any or all r�onconforming, nonresponsive, unbalanced or conditional Bids and ta reject tl7e Bid of any Bidder if City believes that it would not be in the best interest of the Pz'oject ta make an atxrard to that Bidder. City res.erves the right to waive infarmalities not involving price, contract time or changes in the Work and awa�•d a contract to such BiddOa•. Discrepancies b�tween the multiplication of units of Work and unit prices will be resolved in fa�or af the unit prices. Discrepanc[es between the indicated sum of any colurnn of �gures and the correct sum thareaf will be reso[ved in favar ofthe earrect sum. Discrepancies between words and figures will be resol�ed in favor of tMe words. CITY OF EORT WORTH STP.NQARD CON5TItLiCTIDN SP�C[FICATIbN DOCUMEI�fT Intersection Impro�ements at 820 & Marine Creek Rark�vay Fhase 1 CPN 101585 Revised/Updated November 2, 2021 002] 13 R�ISTRUCTiONS TO BIDDEI2S Page 9 of 10 17.L1. Any or all bids wiil be rejected if CiYy has reason to beiieve that collusion exists arnong the Bidders, Bidder is an interested party to any litigation against City, City or Bidder may ha�e a claim against the other or be engaged in litigation, Bidder is in arrears on any e�sting contract or has defaulted on a prer�ious contract, Bidder has per%rmed a prior contract in an unsatisfactory manner, or Bidder has uncompleted work which in the judginent ofthe City will prevent or hinder the pt•ompt completion of additional work if awarded. 17.2. In addition to Bidder's relevant prequa]ification requirernents, Ciiy rnay consider the qualifications and experience ofSubcontractors, Suppliers, and other persons and organizatians proposed for thoss portions of the Work where the identity of such 5ubcontraetors, Suppliers, and oti�er persans and �rganizations must be submitted as provided in ihe Contract Documents or upon the request of the City. City also may consider the operating costs, maintenance requirements, perforrnance data at�d guarantees of major items ofmaterials and equipment proposed for incorparation in the Work when such data is required to be submitted prior to the Notice of Award. 17.3. City may conduct such investigations as City deeins necessary to assist in the evaluation of any Bid and to establish the responsibility, qttalifications, and financial ability of Bidders, propased Subcantractors, Suppliers and other persons and organizations to perform and furnish the Worlc in accordance with tha Contract Docu�nents to City's satisfaction within the prescribed time. I7.4. Cantraetor shall perform with his own organization, work of a value not less than 35% of th� value eznbracad on the Cantract, unless otherwise a�proved by the City. 17.5. If tt�e Contract is to be awarded, it will be awarded to lowest responsible and responsive Bidder whose evaluation hy City indieates that the award will be in tl�e best interests of the City, 17.6. Pursuant to Texas Go�ernment Code Chapter 2252.001, the City will not award contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than the lowast bid s�bmitted by a responsible Texas Bidder by the same amount ihat a Texas resident bidder would be r�quired 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 contract is not awarded until formaI City CounciI authorization. Tf the Contract is to be awarded, City will award the Contract within 90 days after the day of the Bid opening unless extended in writing. Na Qther act of City or others will constitute aceeptance of a Bid. Upon the contract award, a Notice of Award �vill be issued by the Gity. I7.7.1. The contractor is required to f�[ aut a�d sign fhe Certi�ficate of Interested Parties Form 129a and the form must be submitted to the Pro,�ect Ma�ager before the cont�ract 'wi�l he presented to the City Council. The farm can be O�7tS11It�CX at I1�qS:/lr,�wrv.�t�cs.state,tx.us/datalfnrms/1295/1295.ndf � 7.8. Failure or refusal to comply with the requirements may result in rejection of Bid. CI'1"Y OP CORT WOR'I'H I�itcrsection Improvcments at 820 & Marine Creek Parkway Phase 1 STANDARD CONSTRUCTION SPECIFICATION DQC'_I ]MEIYT CPN ]01585 Rwised/Updated November 2, 2021 00 21 13 1N5TRUCT30IV3 TO BIDDERS Page 10 of 10 18. Signing af Agreement 1$.1. When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counter�aarts of the Praject Manual. Within 14 days thereafter, Contractar shall sign and deliver the required number of counterparts of the Project Manual to City with the required Bands, Certificates of Insurance, and al] other required documentatian. 18.2, City shall thereafte�• del��er one fully signed counterpart to Contractor. END OR SECTION CITY OF FQRT WpRTH S7'ANI�ARD CONSTRUCTION SPECII ICATIbN IIOCUMENT Intersectioii Improvements at 82D & Mariue Creek Parkway Phase 1 CPN 1Q15S5 Revised/Updated November 2, 2021 S�Cil�f� QO 3� � 3 GONFLICT OF INT�RES7 STATEMENT 09 35 13 CONFLICT (3F INTEREST STAi'EM�NT Page 1 af 1'{ Each bidder, afferor or respondent to a City of Fort Worth procur�ment is required to complete a Car�flict of Interest Questionnaire or certify ihat one is current and on file with the City Secretary's Office pursuant to state law. If a member of the Fort Worth City Council, any one or more of the City Manager or Assistant City Managers, or an agent of the City who exer�ise discretian in the planning, recommending, selecting or contracting wii� a bidder, offeror or respondent is affiliated with yaur company, then a Lacaf Government Officer Conflicts Disclosure Stai��n�nt {CIS) rnay be requlred. You are urged to consult with counsel regar�ing the applicabil9ty af these forms and Local Government Code Chapter 176 to yaur company. The referenced �orms may 5e downloaded fram the linlcs provided below. Form CIC ivantt�ct ot irii$rd�i Quc�scionr�aEra} �st�t�,#_�._y�,] Iltli7m'111Ii i1VYv.-�;�3i - "-+�.�"�C�At'dl�Q�fi18�4`�^�1C�IC•.Ifi �� ❑ ❑ �a Q ❑ ❑ �1D��R: GIQ F'orm does not apply CIQ Form is on file with City Secretary C!Q Form is being pravided to the Ciiy 5ecretary CIS Form does not apply C!S Form is on �'ile w9th City 5ecretary C!S Form is being provided to the City Secretary � Bv� �� ;�' �, ��a � r 1 . Signature: � - � Title� � V�� ,��G�( �I�'A OF S�GiI�iV cit�r o�' Foar wa�x-r� STAN�ARD CONSTRUC71pN SPECIFICATION DOCUM�IVTS Interseckion Improvemenfs at 820 Marine Creek Parkway Phase 1 Revised �ebruary 24, 2020 CPN 101586 00 4'f Oa B]D FORM Page 2 oi 11 TO: The Purchasing Manager clo: The Purchasing Di�ision 200 Texas 5treet City of �ort Worth, iexas 76i02 �OR: City Project No.: 10'{585 secTioN o0 4� aa BID FORM �lW L.00p 820 and Marine Creek Parkway Intersecfian lmpravements Units/Sections: UN17 I: Separafed U-Turn Lane (�B ta WB) UNIT II; Hike and eike 7rail 1. Enter Into,Agreement The undersigned 8jdder praposas and agrees, if this Bid is accepted, to enter inio an Agreement with City in the form included in the Bidding f]ocumenEs to �erform and furn'ssh all Work as specified or indicated in the Cantract Documents for the �id Prias and within the Contract Time lndicated in this Bid and in aacordance witi� the ather terms and condifions of the Contract Documents. 2. BIDDEI2 Acknowledgements and Certification 2.1. In sUbmitting this eid, Bidder accepts all of the ierms and cvnditipns of the INVITATION 70 B]DD�RS and WS7Rt�C71QN5 TD 61DDERS, including wfthnwt fimitation those dealing with the dispasitian of Bid Bond, 2.2. Bidder �s aware of all eosts io provide the required insurance, will do so pending contracf award, and will pro�ide a valid insurance nerfiflcate meeting all r�quirements within 14 days of notifiication of award: 2.3, Bfdder certi�es that #his Bid fs genuine and noi mxde in fhe ir�terest of or on behaif of any undisclased indi�ldual or entity and is not submilted in conformity with any colluslve agreemer�t or rules of any group, association, organization, or cnrporation. 2.4. Bidder has nat directly or indirectly induced or salicitecE any ather Bldder to submif a false or sham Bid, 2.5. 6idc�er has not solicited ar induced any [ndi�id�tal or entity to refrain from bidding. 2.6. Bidder i�as not engaged in corrupt, fraud�lent, collusive, or coerci�e practices in competing for th� Ca�tract. Far the purposes of this Paragraph: a. "corrupt practice" means the offering, gi�ing, receiving, or soliciting of any thing of value IlfceEy io influence the action of a pubfic afficial in the bidding process, b. "fraudulent practice" means an inEentional misrepreserstation of facts made (a) to influence ihe bidding process #a the detriment of Clty (b) to �stablish Bid prices at artificia! non-competitive IevEls, or (c) to deprive City of the ben�fits of free and open competition. c. "colfusive practic�° means a scheme ar arrangemant between two or more Bidders, wilh or wifhou# the knawledge of City, a purpose of wi�ich is to establish Bld prices at artificial, non- competitive I�vels. C1TY O� Fl7RT WOFtTH STANpARD Cp3JS7F2UCTION SPECIFICATION OOCl1M�NTS Revssed 9l30l2a29 4d 41 afl Bi8 Pcoposat Workbook_ifl'l585_Addendum# 00 41 00 Bfd FORM Page 3 af 11 d. "coeroive practio�" means harming ar threaiening fo �arm, directly or indirectfy, persans ar thelr property to fnfluence their parfiaipation in khe bidding process or �ffect ihe execuiion of tMe Contract. 3. Prequalification The Bielder aaknnwledges thaf the following work types must be parformed only by prequaiified contractora and subcontractors: a. Asphalt Paving ConstructionlRecontructlon (Le&s Than 95,000 sc�uare yards) b. Concrete F'aving CansruciionlReconstrucfion (Less Than 15,D00 square yards) c, - d. - e. - f, - g, _ h. - 4. Time of Comp[etion �4.'I. The Wark will ba complete for F'inal Acceptance wifhin 300 days after t�e date when ths the Contract Time cnmmences fo run as provided in Paragraph 2.03 of fhe General Conditions. 4.2. Bidder accepts the provisions of fhe Agreement as ia liquidated damages in the evenk of iailure to compleie tha Work �andlor achfevement af Milestones} within the fimes specified in the /�qreement. �. Attached to this Bid The following doeumer�ts are attached io and made a park of this Bid: a!This Bid Form, Sectian a0 a1 a0, k�l�Required Bld Bond, Seation DD 43 13 issued by a surety meeiing the requirements of paragraph 5.01 of the General Conditians. rapasal Form, Section fl0 42 �E3 �Venc�or Compliance to Stafe Law Non Ftesident Bidder, 5ection a� 43 37 e. � eE Farms (o�tfonal at time af �id} fllPrequafi�cakfon Stafement, Sectlon 66 45 12 ��nflict oi Interest Affidavit, Sect�on OD 35 13 *if necessary, CIQ or CI5 fprms are to 6e pro�icied directly to City 5ecretary Yfi!Any additional documents that rr�ay be required hy Section 12 of the Insiructions to Bidcfers CITY OF �ORT WOFtTH S'TANDAR� CONSTRIJCTION SPECIFICATIQN �OCEJMENTS Revlsad 913012621 00 41 0� Bld F'raposal Workhook_101585 Addenduml 6. 1"otal Bid Amount 0o aa o0 9i6 FORM Page 4 of 11 6.1. Bidder wilk complete the Work [n accordance with the Contract Documents for the fallowing bid amount. In the space provided below, �feas� enter the toial bld amount for this prnjact. On{y this flgure will be read pu6licly by the City at the hid opening. 8.2. If Is understoad and agreed by the Bidde� in signing this propasai that the total bid amaunt entered below ls subJect to veri#ication andlor modiFicatlon by muitipiying the unii fi�id pr'rces for each pay item by ihe respective estimated quan#ities shown In this praposal and then totaling all of the extended arnounts. iotal Bici � _ 1, J` � 11 �" �, � rr � 7. Bid Suhmittal Thls 9id is subml#ted an Respectful[ subtnitfed�� - � _ — , . � By: " Gr - � , _ a ur�) �,' Justln Blair (Prin#ed Name) by ihe entity named 6elow. 7itle; Vlce Presidenf Company: McClendon Construction Address; RQ BoX 999 Burleson, TX 76097 State of Incorporailon: TX �maiL• jblalr@mcclendonconstructian.com Phone: 817-295DOfi6 FN�D OF S�CiION Corporate 5ea1: CITY OF F4R7 WOR7N STANDARD CONSTRUCTION SPECIFICATION dOCUMENTS Rev[sed 9f30l2U21 00 41 V4 Bid ?roposa! Warkboak_941585,f�ddenduml uuasaa Bll]PROPOShI. Yngc S af 11 S�CiIpN 00 42 43 PROPOSAI. F4�RM U�li ��IC� �l� �idder's �applic�iion Prolect Item Infarneation IR '""" '" ❑escriptian No. 1 �Cnnstruclion Staking .., _ .,..__._,_.___.._ ........---._.._..._ .... ....................... ._--- 2 AsBvillSurvey . ... .. . . ..... - _... .._..._ _ __.. _- 3 SWPPP ? 1 acre . .--- -� -- -"--- ..__ .... ..... . . .. ._.._._... _ ..__ 4 PI�PAR1i�1G RpW � -� --- .... ............ .......... .... ...--. ... . _ ._ . 5 REIt10VINGCONC(PAY} _ .. .. ._....-.. - - _,.. ._.....__ --- ---- b REMqV]NC} CONC (RIPRAP} 7 REMOVING COPIC {ME�IAT3 . - 5� a... _ � . .............--- .. ._ aen�ov�rc cor�c icu�tH n�n au�`r��) _..... . . . _ _. ..,. - - { -. . . _,_ _. __ ' ---- -,.. . 9 REtvfOV1NG CaNC SmEWALK O!i ItAI+�[P .. .. ... ......... ......................__._......----........_...,__ !o RMV TRT BASE & ASPH PAV (0"-14") --- - - - .. _.. ., , . _. ] 1 UNCLASSIFIEDfiXCAVATION BY PLAN __..... _.._ ............ .._..--- ___ _-- ,,__ 12 EMBA{JKMBNTSYPLAN -- -.__..- --------�--�--_....--_._. .,. .._ .... ,_. 13 COMA45TtNANUFTOP5CITL(4") . . _ ... _._. l4 � SOiL RETENYl073�BLANKETS (Cl, k) {TY AJ _.....,... . .... .. . ..... _ _ l5 PL $5 (CMP I�T PLCJ(TYA 6R1-2} (8"j .. .,,_.. ... ................ ... 16 L1t�4E(FIYD,COM OR Q]Cj(SI.RYj�R QK(UR7� . .... . ..... . . ...-� -------' -�'-- -. .._ ._..._.... ,...._.,.. _.. .._ 17 LISuSETRT(S[1BGRA�G)(8") . ..... . . ..... . _. . -- - -�..,._. _. . _,. _ I8 PRifN�COAT(EC-34} _ __._....-- -._ . ............._.._ .. .. ,.� 19 D�fiR HtvIA TY-➢ PG64-2� (EXEtvEPT) 20 CQrC PVlafT {70INTED - CPC�) (6") 2l CONCPVMT(]OIIVTEB-CPC6)(6°j 22 RIPRAP (CpiVCa(CL BJ _.,....._.___. ........ ,.__ 23 RC.Pii'E(CLIII)(181Nj ___ . -- - . .._ _...... _ 24 RC PIPE {CLll1)(24 iN� _ .... .__ �-__{__.. -_ )� _ . .. 25 MANH COMpL TY 1-C} . .. .. . .. ..... _...... _.. --- --- . . 2G INiET (COMpL)(CO}(20 FT)(FTN� . ..,... _. ...- ...._ .._.,... _......., z7 it�n.ET (con�m�.}�eu�{�s �(r-rw7 . . --... . .. , ... _..__�. 28 R6k10V STR (1t+7I,ET) ._._.. _. .- ---._ . .... ... ... .. _ 2R ROCK FiLTER �AMS {TA(S'!'ALL} ('CY 2] . . . ............. . ..._-- -� �--- - -._.,__...._..,. .,...... . ... ....... 30 ROCK FILTER DAMS {RHivfOVEj �-- -- . _ . . ,.._ . _._ .,.,_... _-_�__._- ---- � - � 3l ODNSTR[1CT"IOT! HXITS {INSTALL) (TY I ) - �------` .. . ....... . .......... _._.,.__...__...._, _-- �z coNs�raucrior� �xiTs {a�h�ove) . ... _ ..... ...... ... -- ., 33 TEMP SEI�MT CONT FENC6 ([TFSTALL} _ __.,.. _ ._ ..._. . _...... ,.... 3q 7'EMA SEDMT C4NT FENC� (ItEMDVE) , .. . _ _ ._. _ -- -`- -- - - --'--, _.._ ... .. _. . , .. 35 i31QUHGER(35NCONTLOGSQNSTL)(l8") 36 HIQDEG �ROSN CONT f.Q.GS (REMOV _ l . . . . . . . .... . . .. . _. , .. E) _. . . ,. _._ ,_ ---..._. __... - 37 COtVC CURH (MONO)(TY ll) - .... . , . 38 CDI�C CllRB � GUTTEA (TYPB [ .. .. . ............ .. .._.._._,..-- ---._ _ _ _._._ 39 CD�FC ME�IAN --... _ . ,..- - - -- __ , ...._ .,.., .. , d0 ItELpCATE SM RD SN SUPBeAM 7'Y 580 , _ ... .... . ........ . ..... . _ _..,_.,._..,....__..._ �EI REMQV�StvFRI]SI�lSUP$Al4f ... .. . .. . ...... . .. .. ... . ..-�-'-- d2 EL]M LXT PAV AditlC d: ivIRKS (4") . .......... .. .. . .. ... .. .. . _. .. . ......... . . 43 EL1M LXT PAV N11tK & i��1RKS (B°) qJ CLIME E�T PAV MRK� 1�1RKS (42") 45 ELitvi �A'T PAV iNRK& MItI:S (24") . . , . . __,. . _ _ .._.... . .._ . 46 �'L1M E7CT PAV MIiK & MliK6 (ARItOW ) A7 EL1M FXT I'AV MRK & MIiKS (WOEtD) . , _._.,.. , -08 ELIM E�T PAV MI1�K Be MRI;.RS(YLCiWABLE RPMS) �49 GROUND AO7t' (AUJl35Tj _ 50 �Y" THlCK ASP}IALT TItAIJSITIOI�f . . - ' --...._...._...._... _ . _... SL ARL•AINLETTdP(PAZA}(Sl,)(�F1'X3IT} .... . . S2 AEtEA R+ILET TOP (PAZDJ(SL)(41T7:+41� 1'j Bidcleds Pioposal tcd U-Turn Lnnc (Eii tn Nf! 5pecification Scction Unit of Bid Unit P[ita Bid Value Ho. Mcasure Qe�ntity Ol 7] 23 [S k $9,000.00 $9,009,60 ._. _ . ...---,....._....,..._.. ._,...... _......,....� _._ ............... 617�127 �,S 1 $i,560.90 $1,504,00 _.. __ .._... -- --- . . 3 i 25 �0 LS 1 $5,900_Utl $5,40U.OU - ...._ _... _... .._. TX➢01'1D0 5TA 8 52,7�00.60 $21,600.00 _ ._ . . .. . . ......... .. ... ._. , ...,.. __. - .� _ - - _ . __...,.........,. TXdOT l04 Sy' 274D $1.00 $2,790.OU __. _ . _. . . _ _ ., .,.,. „ . -� . . TX�OT I04 SY 615 $9.04 $S�i35.00 - .._,__ __. .. _._,. _ .. . .. . TXDDT k04 SY 260 $7A0 $I,400.40 __.._ _ - . _..._. _._�.. ..- - --_..__ _.... , ..,.. -- --.. _,..... . TXUO'f 104 LF 50 Srt_p0 $20Q0� ... .. .... _ _ .. _.... . __.. _ _ ._ _. _.___ __ TXOOT 104 SY 40 56.00 $SA0:00 _...._ _. ......._ ......- __ ..__... _ -___,.__. .,. � - -- -..__._.... TXDOT 1a5 SY 1850 $9,00 $l6,654.00 ..-- - -. , _ .._.,_ . .. . . ,.... .__.. .__, _ . _.,_ .. _.,... TXDOT 110 �Y 5198 $30.U0 $155 94U.09 _ .__...,...._ . ,.,,...-- - --- -_....... .... _,,..r,...... T)fl)OT 132 CY 310 SI5.00 S4,650,06 - __..... -- _ ,_ _,__._ .PX�OT I61. � ...... _. .. SY--- - '_. 1960 $6.5� $12.740.46 . . _._...-- --- .. _... . ,. . . . .. ..........'- ---' '- ---- , ..,.. . ,.,. , __._-_ _ � --- -.. ._ .. TAD07'J69 BY 1404 53.50 54,906.00 _ ._.-...._.-.._._.,....,-----�-.,,_.___..._._..... ..._.___..._. ___.._.__.._,.. TX�OT 297 gY 90.5 840.04 y37,8D�.60 ..__ ...._ ... ....... . . - '-'--- --- - - . ._.....,_. 'I'XppT2Gp TOAF 50 S2LO.OU 510,500.80 ... .. ........- ---- �--- __.,_ _ . --- ,_ ,.. �T7:1)QT2G0 $y 2270 $10.06 $22,700.00 -- ---- --- ......-- ...... _ ... .. ........__- - _ - - ._.-_.._ ..__.. . . ,.,.... _.,., TXDOT250 GAL I75 59.0� SI,575.Q0�, _ _. ._ .._..- ---- -- -- --__. _ _ ._ _.,.,. ......, 7'XDOT'�4� 'CON 736 $t04,U0 $75,926.00 . .._..,. ._._...__ - __.. _., _ _____ .._ _ , . . TimOT7fi0 SY IG50 $90.90 a9d,509.04 --- . -. .. -- - . __..._. _.._. .._ __..,.._ ___J- - ----- ---•..._ TX➢OT360 gy �550 $84.00 SF34,200.Op _,._ - -- - .,,._. ,. _ � - -- - � - T7�OT432 CY i95 $60D.00 §I17,S100.00 ......_.. - -_ _ _ . _._.,._ .__..,--------.. . . _. _ 'I:CDOTA60. LF 200 5266.00 $32,00090 __ . .... - .. _. _ . _ .. ,.. . TXGOT464 LP 20 $30D.0� S6i400.Qn __. _ _ _ . _ _. . ..... . _ . , _.,._ . TXOOT�d65 +LA 2 39,490.00 SI8,800A0 .. .., .. .-- --- -... - m - -- _ .............. TXDOT465 EA i $IS,OOO.OD $l5,ap0.00 _ _.....- -- -----. ....,... ..__ _ - - --__... 'i'XDOT465 $A 1 SII,000.U0 $[I,000.00 ..__..,_, __,. _ ,.,.. . _. , _.._. ._ _. .. --._. __._ TXDOT44fi EA 2 55,000.00 $E0,004,0� -- _ .�-- ...._._.._. _. __� _ _....,. ...._ _,.., ...... TXI7AT506 gy _ 7p _ �22.60 $1,540.00 -- ._-_.. ... .. _. TXDOTSOb 5Y 7D $6.04 $560.00 .----'._----- -- - ,. ..._ ...... . .......... __. ..__ . , ......_. .....---.._._ .. TXD6TSDb SY i IS $lQ.00 $1,150,�0 - - ---- ,. .,. .,.. _r TapDT5pfi SY 115� $5,50 $632.5D _...._ _.___ . ._ _._...... .._..... . TXDO'3'S06 LF 1110 $t,65 $t,831.50 ___._..._.... .. . „ _ ---......._ . TXDOT506 [.P 1I10 $1.75 $E,942.50 ........,,.__. . ... _.... . __ ... � TXDDT50G LF 170 54.25 $722.50 - .... __,._ _.. ._ . __.,.__. _... ._ _...,__ .. ... . TXI1pT 506- LF I TO 53:00 $S I O.Op -- - - ... - . ... .. _.. i'XUOTS24 -�,� �0$5 $1p.00 SE0,850.00 -- - - ., .-- . _ , . _.. _ .._.. ,. .. ,. __ ._ TXDOT 529 Lf 50 SSO.Ud $2,500.00 ..._.....- ---. _,... _ . _.. ., ---.. . _ _.._ ..__ ... 7'XDpT 536� $y Afi4 $95_DO $43,7QD.0a _ - _ .. . _ ., ,., .. . ,. . _ ._. iX�OT 643 .. EA 1 $72S.p0 5725.0� .__. _ .. .. ......... ... . _,._ . . .... . .. .. . .. ... _....-- - . , ,_ . ...,. 1?C�OT 644 EA 3 5304.00 $900.OU __... . - - ,_..__. , ._ ...._.._ .... 7'k�OT67T ],F 1930 $I.00 51,93D.�� _ ...... ........ . . . - �._.... . 'fXQOT677 LP 12fA SI.20 $],452.0.0 . .. .... ., ._._..,.... . . .... . . . _ ,_ , 'FXUOT677 �,F 350 $1.75 $512.SC ...----.. ....__ . , _ . _. ..,- --._ ,. ........... . TXD�T677 Lp . ]50 $2.4U #840,OC TXDDT 677 GA 12 $50 �Q $600.00 _ _. .... _.. .. . TXD07677 EA q $50.00 S2D0,6[ . .. 'i'XAOT697 gA 40 525.06 SI,6D0.4C ,_ _. ._. ._... . _. . .. . .. ... . ...... ... .. .. .. . . TXllOT 5D27 EA 2 5885:00 511770A[ TX�OT3A0 gy �g $60,00 S1.D80.�( ............ ... - _ _ _ _....... . 7'XOOT465 p,A ] $G,SOODO $fi5410.0{ -- . TXI]0't'465 Ep 1 $7,5�6.Q� $7,500,0{ CETY OF fURT 5VC3R771 SThi�'pARp CONSTRLILRION SPECIF[CAi1QN 11OCUh7L�M15 IlcvGcd yl.tUflti2i o01I uil &M Prnymnl Workhoak_]UlSHS_Addendnnrl Ilkl a213 B]U PROPOSAL P¢ge fi oF 14 seaTront no as a3 PROPOSALFORM UNIT I�R1C� �I� Pra}eot Itran [nformatinn I7NT1' 1: ScL 3idlist Itam pescripli4n Na. 53 7" CtliQ�T PVC SCH 86 (T} �--- - ... ... ........ .......... . .. . ..... ._ , _, . , ...... i4 Relocate Signal I�eed . 55 I'urnisi�lfnsiall Hy6fid Detection 5yslem , _ _ . .... ......... . . . _.. . . .... .. ._. Sb F'urnishAnslall Hytfrid Qetec[ion Cablo ..._... ...._ ...... ....... . .. . 57 Jnaroll Modal 7l ] P�eemptia❑Detecaor .. , , _ ._. .., _ ._ . .... _,_ ..._.. 56 Fl�mislJlnstall Preempfron Ca61e .. _. _..__._,. _ .. _. _ . . _ _._ _ ,..._. 59 S!C f4 AWG Multi-CorniueSor�Cnbta _ ... ...... .... _.. ,__, ... _----.,._.,._ 60 fU/CIdAWGMuIIi-CaaduetarCaisle . _., , - . ............_. ._.... --- ....- --- - - -- - � GI 201C IA AWGMuIti•ConducWrCahi¢ - . _ - -- - - - - - ._ _ _ _ .... _... . ._ bZ 21C IdAWGMuiSi-ConduelorCahle _.._. ..,..__..... . ... _.., .. 63 MO 6 ]nsulatcd �]ec Condr ..., . _._ � -- - �- -- -. _ yP ,_..._ ..... . . ...... . . . . . 6q Ground Hoz 7' a D, tvlAgran _ .. .__ .... ._.. ___.__.__._�__ _ ..,.. .. ... ........ 65 Yo�vder Coot Ped Poie ... .. .. ........ . .._...,...... ._ _., .._ _ .. G6 Uispase af Pole and 2v[�st Ainz Assembly . 67 [netallLighting.Fixture ... . . . „ .... ... . .. ... . . ... ......... . ... .... .. G8 Rcmove �xisling around �ox _ ... . . ... .... ........... ......... ... _.... ... ., ......,_,._...._.._ 69 lteanave Ped Sibn�l Head Assem6ly T6 --- ... .. _. . ._ ' -.- . _ Remove Pedestrian Push6utlon Siym , ,. . .... . .... .... ........... . .. .... .... .....__._..___ _- 71 Snstall ASum Si n A�lest Arm Mount _ , . .. ,. . „_. ,. ..,� ..... . .. ...... .. _ ._ .. ...__ ,._._... __ .. 73 ]nsial3PedFleadAssembly ..,_........_ _ - - -- - - 7-3 ]estat3�Ped Push Hutron wr sign , .... . ..._..----��-�-.. __,_._, ....,. .............. .....____. 74 Rantove PixFur� , . ._._... .___._..__. -�- �---� ..... .. .... .... ..... ..__....--- 75 f4emorc Ped Pale Aasembly - - . . . . .......... ... ._ . _ _ 7G Remova V[VDS T7 RemovePrecmptionDetea[or 76 PowSer Cnat TXpOT 7'RP SIa PL AM (S)1 ARM (36') LUM „ , . , ._,. . ... .. _ , _ . .. ... 79 DRILL S1iAIT ('!1{C S{G POLEJ (361N} --- .. _ ..._ ....._ . . . _. --- �-- -- - - 60 9N5 TRP $[G PL AM(S)1 ARM{36')Ll1M _ . -- . _. _.,., , _.... 8l PEDPOLEA5�81titBLY 82 CON�UIT{PREPAIlE) .. - - 87 GROUN➢➢OJi (PR�PARE) 84 W K ZN PAV MRK 2GIv10V (W)�I"(g _ - �u:i _. _85 . .. , _ .. ._ . .. . ........... .. _.. .,..__ . , .......,. ,. wK zN rn� Mruc REMa� �w�� ^{s�.o� sa �r�,rnvr�a[crYt�wja��tH�x�{�ao�su.� . . _ . _ _._. . . ......... .. ..... .. . . . $7 fiLFLPAVtvfELKTYI(W}d"(SLll}(IO�MIS,) ...,... .., - -..... 68 IL�EI, YAV� MSitG TY ](W)S"(BRiC)( ] OOM[L) ._ _. , .,,_....._. ,.. - � - ---_ .. 69 REFLPAVMRtLTY[(Wj�"(SLD}{IOOMIL} . , . _ . _ ._ _. _ . . . ................__ � _ -- 9p ItECL PAY MRK TY [(W)16"(SLD}(] OOM[G) . . _.. .. ..,... 91 1tEFl.l'AV MAK'E'YI (W)24"(3Lfl)(100MSL) 92 AHFL PAV MLLKTY 3(W)(ARROWI){100MiL) � ... _. .. _ ., . -- -. . ,. . .... 93 IiEi�LPAV hIRKTYI(W)(➢BLA1lI�OW}(tOpH4ILj 9d AEPLS'AVMRKTYI(W)(UTEJStl`IARWJ(I�aAqL) _.,, 45 RSFLPAVMR[ST1'1(W)(WOR�)(I�OMIL) --' - -- .. . , ... . . .,,. . 9G REFL P/SV MRKTY I(W} 18" ( YLD Tkt)(ytlOh•IfL) 97 RGPi.PAVt�4RKTY1(Y)4"{SLD)(IOAM3.CJ . ... _.. . -- -��-. __. _ ._ ... 96 �PAVEMEIV'C�SE3ALERd" 49 I'AVEM�SVT SL�ALER a��_. _ _.... . {Oo PAVCMENT SEALER S B" f01 PAVEMEitlTSEALEIt2d" ............ ....... ... ..._ _...._.. .. ___. �oz env�ai�Nrs�nisn(A�taow} _ , ._.. . _._.. 103 PAVEMENTS&ALER{l�/ORD) 10�) 3�AVEMENT 5 GALER (�BL A3iRaFV j C]7Y O� F�OR7' 1Ytl�TN STANbjllid CONSTnUCTIUN SPECIPICh710N �OCIIG5L•N'C� nqiscd 1I3blN121 �idder's �ap�licafiion 13idde�s Propasel ed U Turn Lana (L�13 lo WB) Spccifieet'son Scalion Unit nf �� Unil Price Mo. Messure Quantiry .,_ _,.....,_..... __._ .,.. . ,_ - 26 OS 33 LF 2D $47.Op .. .... ... ... . . . . . ._ . . . . . . ._ .. . . 34 41 l0 �A 2 S7d0.0a - � --- -- -. ....... ,. .., _.. ,. _ ,. _ ._ _._._,__,. ..,... , .. . 34 a I IU �n � g7,431.00 ., _.__,.... . .. ,... . ...,-' - - --�' 34 41 10 L"F Sd5 S3.3D .3AAI 10 - . .__ _ . _. „ ... .. ...... .._.....- -.. . .. EA I fi1,33d.i10 3d41 ]0 LP &d5 S3d70 _._.. . .. .._ .. . _., -- 3�4411a LF l20 52.G5 .,. . _ . ---� - --' - - - "--- --- -------� � ---- ��-- 3a A I 16 LF I l5 53.30 - , _ _ ._ .. . _._. 34 41 10 3,r 795 Sfi.45 ---- .. .___.. ., - .,_ 3s�i io L� gao sz.as . . ._ _- - -- .. __ . .._ . .. ...._. ._ .._ ._.._ __ .. ._` - - 34A1IO LF I856 $2.9D 3441 10 HA ....Z , _�,.� �I 98I.00 -- �..'id$I 30 �A 1 $]SO.OQ ----- �._------ - � --...--- -- . . _ ... „ 34AI S3 8r1 �..1 SZ,801,06 _,. . ..--- ._.... __. 3Ah120 BA I 575�.0� . .._. .. . ... .... . . _ ,. _. .., 3471 ]3 �A 3 $fiA7.06 _ ,_. _. _-._ _ _ _ , ...., _..- -- ...._ .. _ ..._, ._ ,.,. 3d-71 ]3 EA G $262,00 . ,. _..._. .. . _.. ...,.. 3d7113 ----P� E $IIS.OQ , . . ,. ..._ .. ...... . ... . . _ ._,_.._.. _.. . 344i 30 ... �Sp-- -- .. . 9 $fi52.00 . ., ....._. _. ., .._ - -..._.._. ,.._---.. 34 4] 10 �p 2 $836,00 _.. ... ..., _ - - -_, __._,...,....._. ��i io � a $234.00 - - 34 T1 l3 ... - �A - -- 3 - - $250.09 , ,_ . ... . . . ..... .. ......._ _._ . ,. ..---'- "--,.. -- 3A71 ]3 EA 2 �704.06 .... _ -- , . -------- .... 3A 71 l3 �p � 344.00 ._ , .. .. _ .. ._. .. .. .. - - ' - --.-.._.. . . _ 3q 71 k3 EA 1 116.00 ..,. „ _ _. _ . ... . . . , 3�! 41 !0 �A I I,500,00 _.., _._,....-- - - ._.....-- -..... .... . _ __--. . _.. ..... _. _ .. . TXDOl'd5b tF 13 790:U4 - - - - _ .. _... _- TXDOT686 EA 1 20;960.D0 TXp07'GBry., ._ . _GA.. .. . ..__.� .._.__ „ ---- -2,660.0� .. 0 . ._ ._ .,.. _ ..__ ..__ . -- - �------ - -- - TY.DOT 6027 LP 68S 14.00 - -- __ - - � - . - . _. . ........ ... . . TX�OT692? �� 5 ],130..Q0 "CXDQ..,.__..._.._. .._._ .. - -- ------��-- - - � 7' b62 �,r 255 1.�10 ._ .,...------ .._._., ---...., __�._._. TkDOTbfi2 Ln 243Q 1.3� _. .. TXiIOT 6b6 LP 595 1.00 _.. .. _ . . ... . T7�T}0'I' 6GG L� I265 Q98 7 T} ._ _ .. ..._. , ,. . , . ,.__ _. _ .. _ 7kDOT 666 LF t7Q 1.4fl --.. ........ .... _ ._._ _,. . _ . , ._. . ._.. ,. ... . .. ... .. TXllOT 6G6 LF .,......1645 1.7f1 - - � 7:CISq7'GGb LE+ 36� �.. �.� _..5.25 - '- -... ,_ . . ... .. . . .. ... ........ .. ,_ ._.. . _. ___ _ TX�OT6G6 LF G20 5.50 , _ .... _._ . . .... .._ _ ._. . . . . ...._ . . TXDOT GSG SA I I 160.00 . . .,. .. .. -' - -- ..,., _ . ,.. . -� - --- ._. 'I'XpQT bGG EA 2 159.00 _, 'I'XQOT G6G EA 2 175.00 . „_ ... _.., TX�OT Gfi6 �A 7 l 18.00 ... . ,. . . . . . . _ .. . ,..... TXDpT56G EA l6 35.04 . ..,... __ . . -. ,. . .. . . - � ------ � TXDOT6GG Ln 1625 0.98 ._ ...,. . . . . . .. _ . ... TJiIIOTGG6 Lr 6370 4.15 .. .. . - - -- - .. ._...._._._ . TXDQTGGG LF 2015 0.2fl TXDOT fi6& �,F aq p39 'fXDDi6G5 LP G20 0,40 TXDOTGGfi gA 11 25.OP . , _ ..... TXDpT 6G6 �� 7 25.06 TX�OT6GG EA 2 3G.OQ ➢id V91ue -- -.. , $9�I0.Q0 . .S],ASD.00 , $7,431.60 _ S1,33A.OD $2,535.00 $318.00 __ �.__-'$379.50 .. .. .. ..-S5,127.75 � i,aas,00 53�344; 00 �2,801.00 5750.09 $ 4,941,09 $1,212.0� . ..S69Q.�0 $5,216.00 ffi I,G76A0 f saes.oa $250,00 $600.0A $3d4.00 $14 b.00 $1,500.00 S ] 0,27G.00 5zo,aoo.aa $16,EIS.Ot $35T,9 $3,159.0 �. �...� 5545.9 . .._..... .. $i,239.7 S238.0 5I57,50 $3�d1U.00 $ I, I 00.00 $3fl0.6U 5350.00 S560A0 $1,592,Stl - - -$925.Sf1 $248.U6 .. . ,. . .,, �z�s.00 _ $t�s.00 s�o.ao W dl W S�idPia�psal WosAhoak 1�1585_hddC��ml uu aa.�� ainvnorosat Pngc7ellF 5ECTION 00 42 Q3 PROPd5ALFdRM lJNIT �RiCI� �I� �idd�r"s Applica�ion Projeel Nem ]nfamiation Bfdtleds P[aposa�l 11iY1'f i: Sc srnted U-Turn Lsne CBlo �VR) Bidlist 1[em 5pcaircation 5rction Unit of Qid �oscrip�ion Unit Price 6id Valuc 1�Eo, Ido, Measurs Qqeatity .....,... -'--_ .................. .. ..._........-..,.....-----------,_._......._... ----._-__ _.._... I05 PAVEMENT SEALER (U'CUEt1+! ARROW) TXDDT G66 EA 2 40.90 $$D.00. ..__.. , .._. ..............._ ..,.__ _., .,._. _. . _ .,,.,., . .. _ .. ,. � - - .. . ,....,. , - _. _... ___.__. ... _ _.. .... IOG PAVEMBiJTSL�ALER{YLDTRIj ._., .....TXD�T666 HA Ifi Y].UO Si7G.00 . . - - -._. - _. __.. _.___ �, ,._.,. _ . .._._ . .._ ...... .. .. ... ._ ... __ .__ . -- 107 TRAFPIC HL]TTON 1"Y II C-R TXDO'C fi72 EA fi5 d.00 $250.00 . .._ .. .._ ..... . _., __ ...... .. ......�--� --. . ,., ._._ . _ _.. ...,.... .._ . . .. .. . . .,.,...__... _.._...... .... .. .. .. ... ]�OS PAVSURFPliEPFOAMRK(�4") TXDOT578 �,g 6i70 4.08 $�193.h0 ... .. . . .. . . . . . --,......_ __ .. ..... .,. _., .._- - --.. -- - -- - -- -- ----- -� - ...... _.. --'-- '- --_.._. ,. . .,_, _, , . _.... ._ _. . . , .-----------,. �. 1D9 PAVSURFPR�'PEQRiviRK(S°) TX�OT67& Lfi 2015 U.10 5201.50 , _... ...__ _ ....... -� ---- - - - "-- ---- - -��---',,, ,,,,,,,,,,,,,,, ____._.._.._. .,..,.., _._... . ...---.. . - 1 l0 PAV SURiT PREP F(]lt [vtiiK (l8") TXOOT 676 LP 30 D.18 55.40 . . --_ _ .. ..._. . __ . ..... ...... .. . .... -- _......__ _ _ .. - - - l i I PAV SLilti' PREP FOR MRK (24") TX��T 67� �,� 620 0.18 $l 11.60 . ..,_ . ... .. ... . ... ....-- - .. .. .._._ _. . _. _ . _ _.._ ,..__.._....--' -- �._ _._ .... --�-- � -- � .............-- 1 F2 PAV Sll11F P1tEP FOR 3vfRK {ARROW) TXQOT 67$ gA 1 l 10_06 $1 E0.60 .._ ...... _ ----.. _ ._........._.. _ .,.,....... .._ . . _. _ .. . .. .... ..... ....._. ,.. _ ..- 113 AAVSiJItFPREPFORMRK{DDLAAltOW) TICDOT6T8 EA 2 lS.a4 530.00 -- ... _...._.,_ -_.-_ --..,....._ • -� _.... .. .... ,.�._ ..---.. _,.,...,.-- --- .. ............... .... _......._.. _. k]4 PAY SURF PREP POR Nllti: (UTl1RI+1 ARR) __ TJZI)07' 678 EA 2 I8:06 $35,00 __�. _ .... „ .. -�-,_. __ _ -- ., .,.. . - TXUOT67$ EA 7 I0.00 $7D.00 t 15 PAV S[7RF PRBP i�OktMRK ORII .._ - _ _..._._._. �.__ .�....--.,._ ...,_ _ . ,. _ __ . ... _..---.,. . _..,. ---- ---._.. .... . ... ... ... .__.,.. I 16 PAV SURP PRSP FOA MRK (l6"J{YLD TRl) TJiDOT 678 EA [6 k0.Q0 $ E6U.00 .. ...._..-'--` ....................._._.._.__...._._.....,.._....,,._,., .____ _.._.__.._..,.,.,_.,..._._.,__�__.....,........,......,......-- -..... _. . . ....._.... I 17 Pqy 517� PftBY POfiMItK (RYM) TXPOT678 E.4 GS O.10 $�.50 . ., ......._.. _..___.._..__.._...,.------..__... _. ,. „ . .___----�--�-- ------ ----- - .,. _._..,. . _ __.._ .._.. ......-- 1 i8 5i n and Su ri TY IoBWG (1 3A (P TJCDOT 6d4 EA S 795.00 $6,3G0:0� S. ,_ .. _._ k?p° -_ ._...._. ._,..._) . f. _.. - . , . .. - -- --- - - - .. __.,. _...,. -- ---,- . _. .. __ .� 119 BARRICADES, SICNS AND TRACFiC HANDLIi�IG 'CXDOT 502 ��0 14 4,20U.00 $42,000.00 _ ,..._ _,..., .... � .. . . . . . _. ,. --. . _.., , . .. .. _ ......... .... .... . . ..... _..,.... 120 k'artahle dlessage Sign TXAOT C�OOI �AY5 100 25 UO S2 SOO,OD IiNITI:5eparxteJ[f-Turnl.nne(�BtotiVB) SF,11.4,T12.55 UNTTYI: Ailce and Bike'!'ruil 1 4" COnc Sidewalk, Adjaconl to Cu� 32 �3 2� SF 8306 5.00 $6fi;aon.no _ .._ ..- .. .... ___.. . . ,..,._.-- - --__._ .,__..__ _-. .._ , _ , .. ..... __... , ._ _...----. ,... _.,_ . .__._ __._ .......... ._ . _. 2 Harrier Free Ramp, ippe P-I 32 t3 20 EA 2 x,0U0.OQ Sd,600.RP _...�...._..,_ ..___ __.. - ---- ._,_._..._.. . _.... � ... .. . ... ..... _..___..., , ---....... _. _ 3 Barciec Free Ramp, Type C 2 32 f 3 ZO SY 137 90.06 SI2,330.00 , . ..... _------'___ ....-'- ._..,.._..,. _ ............ .. _ .,. _ . ........... .... . .-, -- _..........._. _.. __. .._--" .- ' ----"-- �--. _ �i ll74CLA55IPi8D EXCAVATION EY PLAN TXDOT ] 10 CY 36Y 36:OD $10,872_q0 .- -._ . _ . - ._ -- _ -- - ---- -----. _ . _...._ ..,._..------.. ..... _. _... . S E1418ANKt�IHi�IT BY PLAhf 'fXAOT 132 CY 270 2�.4� $S,A00,00 .__. _.. -� - --,..,,. _. _.._..----' .. . ..... .. . ...... �- - - - rxnor2d7 SY fiG9 42.D0 �27,720A0 6 FLB5(CMPINPLCj{TYAGR�-2),{g��..__.._ ..._.. _ .... ..... ............__.. ,_., - - -..._... - .. ,.._, _ _ ...------- 7 ARIME C6AT (EC-30J TXDOT 260 ppl, 2�6 59.04 $ I,800.00 _. . - ... .. ...... ......_ .._,_.. __ .,. ... -- --- .- _._._... ..., _..__.-...._ ..._.._ ...., ._. ,_.,._,_..._. _.,...... & �-GR HMA 1'Y-B FG6�-22 (E]�SdPT) TXT]()T 344 TdN I65 IOd.00 $17,160.00 . ....., ,_, . .._. . ... .. . . ........ ...._. ..... _ _ .. ...._.- --- -- -- ` -'- -- - -� --- - -'-. .,._. , _ _.- -- YXDOT360 SY SOq [pU00 $50,000,04 9 CONCPVMT(lOIN3'['ER CFCD)(6°) _,.,......_. ._ _._,.,.. .---.-, -----._...._....._,._. _...----- - 10 IiIPIL4P {CONC}(CL B) TXqOT432 CY k9 55D.00 522,060.00 _ __ __._ ...,. _. _ . . -'- - � - -... , .. ,_ ., _�_.. , _... . , . .. ...... .. ...... .. _....__ .,_.. _.__ . . _ _. I! C014CCUAB(tvEONO)(TYI!) TX�OT529 LF 725 ]0,00 $7,25O.U0 ..._ . .., ...,.. --,._,__.,. _ .. _....__. _...._� ----__ __ _ ___ l2 CONCISLAMD TX�OT338 SY 75 119.00 $8,254.46 _... ._...__,__ ................... . -----_- - ... ..._. ..___..... ......,._..,....._.._........---- -.._..-_ .... - --�..., l3 GROUN� 8Qk (AD]U5T) 'fXDOT b027 6A 4 8�63.0p $3,532��.00 -' . .. .. . ......._. . _._ . .- '- ---'--. ...----. _.__. _ . __-.-- � - - ._-__. _.__�_ _.. .. �____.._ ._, ia sro�w.a�.�c�.u,�e �� EA 2 3,400,OD $G,860.fl0 .. . . -- . . _...._ _ . . . - - � - -- _ . ....._ IS 4'THICICASPHALTTIiAAt51TIQN 7'X�03'340 Sy !g (5,00 $643.00 [11VTI' iL• Bike and Riko Trn31 $a45�i59.9� Eid Sumnenry ANITI:SepernledU-TLrn�Laoe(EDIo1YR) $1�11q�713,55 UNIT1GIlikean&Bike'irali �245,i59,00 7'otat Rid 51,358,877.5$ �Nn or S�cr�ox CLTy OFTY�IRTIYORTH STAN�ARD CONSTRUG710MSPECIPICATION UOCl1MCNT5 licriscd 9l31V1021 W i I W ald P�oposu[ 14nrhboo] �IUI585_Adtlendunil �« �� Confarms with'�he �merlaan Instltu%e nf Architecis, A.I.Il, Doaument �lo. �l-31Q KNOW Ai,L �Y THESE FRESENTS, Tk�at we, McClendan ConstrutcElnn Gnm art , Inc. � 548 iVlem�rial Plaza �urlesan Texas �BU2� � as Principai, h�reinaftcr called th� �'rincipal, and the lhfierchants �ondin Cam ar� f�utual , of �� ox 14498, pes l4floir�es, IA 50306 , a aarporation duly a�rganixed under the laws pf the State of lowa , ss Surety, herei��a�er called t�ie 5urety, are he�d xnd firmly bound unta Gity o# �ort Worth as Oblige�, liereinafter calted #he �bIigee, in che sum of �*'� FIV� P�RGENT' OF iO3A� AMOUi�T SI� �Y P�lirlCIPAL**" Dolla��s ( �i°!n TA� ), for the payinent of whiclt sutn well and tar�tly tn ba mado, tl�e said Principa! and the said Surety, bind ourscl�es, our heizs, executors, administrators, sucecss�rs ar�d assigns, jointly and sever�ily, firmly by these presents. WHEI�EAS, the Principal has sub�n.itted abid for , � � �i _;r �_ r � _ � � NOW, TH�REFOR�, if th.e 4bligee sliali accept the bid of #he Principal and the Frincipal shall enter into a Conteact with the �bligee fti acc�rciance with th� terms af such bidf and give such bond ar bonds es may be s�eoificd in the bidding or Contr�ct Daoumonts with goad and sufficietat surety for the faitkaful performancc of such Car�traat and for the prarnpt pay�ent of labor end material furnislted 'un the prascoution t�oreof, or it� tl�e ev�nt of the failure af tt�o i'rincipal to enter such Contraet and givo sucll bond or bonds, if the �'rinci�ai shall pay to the Qbligee the differonce nat Eo exceed the penaity ltereof between the a�r►ouns specified in said bid and such lar�er umount for wl�ich the Ohligee may in good faith contract with anotkier parky to perform the Work ca�ered by said bid, then this obligation shall be nuII anfl void, otherwise to remain in fu]I force and ef%ct, �� w►tn�5s March , �D22 f4�cClendon �onstruction m an inc. (Seal} � � r . .rj�cipal � . /� Titic Mepchants �ondin Com n 111Yutual � f✓ ,�. gy l,--� ' lizaheth O�tiz Attornoy-in-Fact ��r�s �� .�.�� or�r�� oF �rroRNEv Kna�rAl{ �ersons By These Presents, that M�RGNANTS BON�INd COMPANY (MIJTUAL) and MERGHANTS NAiIDNAL BONDING,INC„ both beEng corporaliana a# the Stete af lawa {ha�ein cp➢ectiveiy called the "Gnmpanies") Ho hereby make, conslllute and appainf, individualiy, Arsa Tomes; Andrew Addlson; Betty J Reah; Bryan K Moare; EIIza6eth Orlfz; Michael D Handricksnn; Patricla Ann Lyfile; patrlck Cayie thelr true asd lewful Atlornay(s)-In-Fact, tn slgn Its neme as suEeiy(les) and ta exeoute, seai and �aknov�rfedge any end all honds, underEakings, canlracts and ather writtan instruments In the nalure thereo(, an hehalf af the Companfes ln thefr huslness nf guaranteeing the fldelity of persons, guaranteaing lhe perfnrmance oi canfracts and executing ar gu�ranteeing bands and undertakings requirsd or permitled in a.ny actlans or procaedings alfowed 6y lew, This Pawer-of-Altarney Is granted and is slgnsd and sealed by facsimile undar and by autharkly nf lha fallawing Hy-Laws adapted by khe Board af birec#ors af Mafahanfs BqndEng Campany (IUlutuat� an Aprl[ 23, 2U11 and amended August 44, 201b and ada�ted hy thB Boar� of Directars af M6rchantslVatfanal Bonding, Inc,, an October 16, 2a16. 'The Prestda�t, Sscretary, Treasurer, or any Asslstant 7ressurer or any Asslstant Secretary or any Vlce Prestden# shaN have power and aulhorliy ta appoint Altornays-in-Fact, and tv auihorize ihem ta sxeeuta on beha{f of lhe Cotnpany, and allach ti�e seal oi the Company titerelo, bands and underlakings, recognizances, coniracts oi lndemnity and other writings abtigataty [n lhe nature thereof." "7he s�gnature nf any aulhorized oHicer and fhe aea! of ihs Campany may be effixed !sy facslml�e ar electranEc kransmleslon ia sny Pawer af Attorney ar Cer�iiicaiian lhereof autharizing lhe execution and dalivery o( any bond, underlaking, Yecagnizanca, or nther surstyshlp a6ligatfans a# the Comp�ny, and such signalure and xeal when sn used sh�ll have the same force and eHeet as thaugh inanually fixed." In connection with ohligaiiana fn favor af the Flor[da aePsrtment of 7ranspodation only, it is agraed that fhe pawar and aut hati#y hsreby given ta fhe Attarnay In-Fent incl�des any end all cansenta for the release af retairted percentages andlar flnal esifrnates an englneering and aonstruntipn contraois required by the 5tate of Florida Department af Transporlation. k Is fuliy understaod that cnnsenting lo the SEate ofFlaride Daparlment aFTransportatlon rne&ing paymenl of the tinal esiimate to the Cantractor artdlor hs assignee, sha{I nnt relieve thts sureiy company af any of lts ahl[gallons underlts 6and, fn connealion wilh obllgaHans In iavor of lhe Kentucky I}eparhnsnt of Hlghways nnly, it is agreed that the ppwer and authodiy hereby giuen fo th� Aitornay-in-Fact cannol ba madi�ed ar revaked unless prior wrltten personal natice oF such Inlent has heen given to the Commissioner- �epadment of Hfghways of #he Commonwasfth of Kenlucky al Eeasl thiriy (3oj days prinr lo the mocEillcation or revacafion. !n Witness Whereaf, lhe Companles hava cauaed this Instrument to be signed and sealad Ihis 19th day of Merch , 2U29 . a`4yflf��Ffi��a ' � � ��±..�.rr/ �r • A� w L7 L V� .*� '[� iti:q� ��'a •� �\� �• ',��•�FaR�,��M' ; �a'?`o��ag� ;°�v� ` M�RCHANiS NNTIONAL BON�IA1G,` NCTUI4L) ��i�v ��\/•K �� .�. �� J w�• �_ � � •�"��.ti. —�— ��• F ;�_:� aaaa :��; :��,. 1�� :�e; ey � e /� ��r�� j'. .��+�h� �+�� . � S\� • ��'f„••, •••�j�`y�� y,��••��,Y. • `�Q� Presldent �4� e * STAT� oF �qWA �ai'��i�ay�►`� •� r a� s a s Ca1JN1'Y OF DALLAS ss, On fhls 1 Sth day nf March 2821 , hBfore me appeared Larry Taylor, to me personally known, whn being hy me duly swarn dld say that he Is Presldent of NEERCHAN'TS HONDING COMPANY (MUTUAI.) and M�RCMANTS IVATIONAL BONDIt�C, ING.; and tha# lhe seeis affixed la the ioregoing instrument are the Corporate SeaEs of khe Campanles; and thet the safd instrument was signed and sealed fn 6ehaif nf the Companies 6y suEhority af their respective 6narda afi Dtreators. ,��.��ac s �Ro��Y MAsoN � . o � Carnmission Number 7505iB � 1 r� �V�,�a�-� � ° ° ° ° . M]� CQCI'1f71{S51Qf1 �X(JIf6S " � �� ,oW�. January OT, 2Q23 _ nrar�ry ��rrC (Expiratfon of notar�s commisstan dnes nal Invalldaie thls inslrumentj t, Wllliam Warner, Jr., Seoretary af M�RCHAIVTS BONDING COMPA{VY (MEUTLfALj arx! �i�RCWANTS NATIDNAL 80NDkfVG, INC., do hereby certify tf�aE the pbpva e�nd fnregalrsg Is a true and correat capy of the P4N1ER-OF-ATTOi2NEY exeauted by sald Gompanias, which is stlfl In ful[ forca and effeoE and has nol bean a�nended or revoked, Witness 1N�rereof, I ha�e hereunto sei rny hand and POA 001$ ( 9120) �•'`�..��N�9 'r'�► � .� �DRp��'��ti; '��° -o- �:� i,� ,� 2003 ;��, s�;.. ; �,.,� ,�r� •.. .••�'��. •�+�►lr��lt��` affixed the seal oPihe Companies on �his ard d�y oF NEarah , aoz2 � ��.�...�� . ��1NG , �O�A.,G ;�4 •��rPt��y' .� . :�� .�.:� , �: � -o- Q �+,,• .�; :�. ;Q • 1933 : e: y��a�3�ij�• � � • • �`'�'�� •• ry � r,� •�� . � � �� Secretary ��4�..� _ '� �� 9� i� � � �9' � � � �.I��]''�' ��PO��AI�� T��I�]E To okatain information ar maEce a complainf: You may contact your insurance agent af the telephone number provided by yaur insurance ag�r�t. � You m�y c�ll Merehants Bond[n� Campany's tofl fr�e te[ephone, number far informatiar� or to make a compiaint at: 1a�00��7��817'i You may cantact the Texas Department of insuranae tn o�tain in�ormaiion on campanies, caWerages, righis or complain�s at; ' 1 �80� ��2�3439 You may wri#e th� 7exa5 Department af lnsurana� at: P, O. Box 1 �49104 Austir�, TX 78714-990�4 Fax; (572) 475-�771 Web: hfikp:llwww.fidi,sfafe,tx.us �-mail: Cansumer�rotectio�@tdl.state.tx.us PR��IU�I AND CbAl�li 91��U��S: Should yau have a dispute cancerning your premium or about a claim yau shouid cnntact the agent f�rst. lf the dispute is nat re5olved, you may cantact the Texas Department of Insurance. AiT'ACH TH[S NDiiG� TC� Y��IR �O�I�Y: 7his notice is far Pnformat[on anly and does not become a part or canditfan of the attached docurrzent, SEfP D032 TX (4I49) p0 A3 37 VE��OR CDNEPLIANCE i0 S7A7E LAW Page 10 of 11 S�Cil01� 40 43 37 V�NpOR COMPLiA1�C� 70 S7Ai� LAW �l0� RESID�N7 BIDdER Texas Government Code Chapter 2252 was adopted for the award of contracts to �anresident b9dders. This law provides that, in order to be awartEed a contract as low bidder, nonresident bidders (out-of-skate contractors whos� corporata offices or principaE place of buslne�s are oukside the State of Taxas) bid prnJects Far constructian, improvements, supplies or servlces i� 7exas at an amaunt lov+ier than #he Iowest Texas resldent bldder by the same amount that a Texas resi�ent bidder would be required to underbid a nonresident bidder in orc(er to obtain a comparable contract in the State which the nonresident's principal place of business is located. 7he apprapriate blanks in Seckian A musf be filied out by al4 nonresidant bidders in order for your bid to meet specificativns. The failure of nanresident bidders to dn so will automatically disqualify that bidder. Resident 6idders must check fhe box in Sectian �. A. f�onresident bidders in the 5tate of , aur principal place of business, are requir�d to be percent lower than resident bidders by State Law. A aopy of the s#atute is attached. Nonresident bidders in ihe State of , our principal place of �usiness, are not rec��fred to underbid resident bidders. B. �'he prir�cipal pface of business af g�,�r company or our parent campany oC majo�ity owner is in the State of Texas, �' �ID�ER: �ND Ol� SECTION 5 Yl T L7y. �.J V�� ` , 1 �� 1 1� � , � � � � , (Signature) � la: V�ce President Date: 313/2022 GITY OF FORT WDRTH STANOARb CONSTRUCl'EDN SPEClFlCATlON DOCUMENT5 Revised 9l3o12G21 00 41 00 Bid Proposal Workbook�1a1585 Rddenduml OD45ll-] BIDI3ER5 PREQUAI.II'IC�TIONS Page l of 3 1 SECTION 00 45 11 2 BIDDERS PREQL7AL,IFiCATIONS 3 4 1. Sumtnary. A Bidder or their designated subcantractors are required to be prequalified or 5 have applied for prequaiificatinn by the City for tiie work types requiring prequali�cation 6 prior to sub�nitting bids. To be considered for award af cot�t��act th� Biddez' must submit 7 Section OQ 45 12, PREQUALI�'ICATION STATEMENT for the work type(s) listed with 8 their Bid. Any co.ntractar or subcontractor who is no� grequali�cd for the work type{s} Iisted 9 must submit Section OQ 45 I3, PREQL]ALIFICATION APPLICATION in accordance with 1Q the requirements below. The information must be submitted seven (7) days prior to the 11 date af the opening of bids. Subcontractors m�st fallow the same tirnelines as contractors 12 for obtaining prequalification review. Bidders or Subcontractors who are not prequali�ed at 13 �e time bids are opened and reviewed inay cause the bid to be rejected. 14 15 The prequali%cation pracess will establish a bid limit based on a technical e�aluation and 16 fnanGial ana]ysis of the conteactor. For exatnple, a contractor wishing to submit bids on I 7 projects tn be opened on the 7th of Apri] inust file the informaiion by� the 31 st day of March I8 in order to be �ligible to work on these projects. In order to facilitate the appro�al of a 19 Bidder's Prequalification Application, the following must accampany the submission. 2D a. A complete set of audited or reviewed financial statements. 21 {1) Classified Balance Sheet 22 (2) Income Statement 23 (3} Statement of Cash Flows 24 (4} Statement o�Re#ained Earnin�s 25 (5) Notes to the Financial Statements, if any 26 b. A cartified copy of the firm's organizatioz�al documents �Corporate Charter, Articles 27 of Incorporation, Articles oi Organization, Certifie�te of Formation, LLC 28 Regulations, Certi�cate ofLimited Partnership Agreement). 29 c. A completed Bidder �'requalification Application. 30 (1) The firm's Texas Taxpayer ldentification Nutnber as issued by the Texas 31 Comptralier of Public Accounts. To obtain a Texas Taxpayer ldentification 32 number visit the Texas Compiroller of Public Accaunts online at the 33 following web address wvaw.windo�v.stafe.tx.us/tax ermitl and fill out the 34 application to apply fo�' yt�ur Texas tas� ID. 35 {2) The �irm's e�mail address and fax number. 36 (3) The frm's DUNS number as issueci by Dun & Bradstreet. This number 37 is used by the City for required reporting an Federal Aid prajects, The DiJNS 38 number �nay be obtained a# www.dnb.cnm. 39 d. Resumes reflecting the canstruction experience of the princaples af the frm for f rms 40 submitting their initial prequalification. These z•�scimes should include the size and �1 scope of the work perfoi7ned. 42 e. �ther infonnation as requested by the City. 43 44 2. Prequa[ification Requirements 45 a. Fixaancial ,Statements. Financial stateinen# submission must be provided in 46 accordance with the following: 47 {] ) The City requires that the originaI Financia] Statement or a certified copy �S be s�bmitted for cansideration. C1TY OF FQRT WDRTH Intersection Iinprovements at 820 & Marine Creek Parkway Phpse [ STANDAIiD C{}NSTRUCTLON SPECIFICATIO�f DdCUMENTS CPN ]03S8S 12e�ised August 13, 2021 OD 45 I 1- 2 BID�EI2S PREQUALIPICATIONS Pa�e 2 af 3 1 z 3 4 5 10 il 12 13 14 1S 16 li 18 i9 20 21 22 23 24 25 26 27 zs 29 �a 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 SQ b. (2) Ta be s�tis�actory, the finaricia] statemants must be audited Qr 1•eviewed by an ind�pendent, certified public accounting firm register�d and in good standing in any state. Current Texas statues also require t11at accounting firms perfo�ming audits or reviews on business entities within the State of Texas be praperly Iieensed or registered with tl�e 'I'e�as State Baard of Public Accountancy. (3) The accounting firm should state in the audit report ar review whethe�' the eontractor is a�� individual, corporation, or limited liability company. (�) Financial Statements inust be presented in U. S. dollars at the ciu�renl: rate of exchange of the Balance Sheet date. (Sj The City will nat recognize any certified public aecountant as independent wha is not, in faet, independent. (6) The accountant's opinion on the financial statements of the contracting company should state that the audii or review has been conduc#ed in accordance with auditing standards generally accepted in the United States of A�nerica. This must be stated in the accounfing firm's opinion. It should: (1) express an unqualified opiruon, or {2) express a qualified opinion on the statements taken as a whole. (7) The City reserves the right to require a new statement at any time. (Sj The financial statement must be prepared as of tlie last day af any month, not more than one year old and must be on file with the City 16 months thereafter,in accordance with Paragraph l. (9) The City wi11 detet•mine a contractor's bidding capacity for tlie purposes of awarding eontracfs. $idding capacity is detez'mined by multiplying the positive net working capita3 (working capital= current assets — current �iabilities) by a facior of 1�. Only those statements reflecting a positive net working capital position will be considered satisfactory far prequalification purposes. (10} In the casa thai a bidding date falls within the time a new financial statement is beii�g p.repared, the pre�ious statement shaIl be updated with proper verifnation. Bidder Prequaliftcatiart Application. A Bidder Prequa�ificatian Application rnust Ue submitted alang with audit�d or reviewed financial statetnents by frins vuishing to be eligible to bid on alI classes of canstructton and maintenance projects. Incomplete Applications will be rejected, (1) In thase schedules whe�'e there i� nothing to report, the notatian of "None" c�r "N/A" should be insert�d. (2) A minimurn of five (5} references of related wflrk must he provided. (3) Submission of an eauipment sch�dule which indicates equipment under the control af the Contractar and which is related to the type of wark far which �e Contactor is s�eking prequal.iiication. The schedule must include the manufaaturer, model and general comman description of each piece of equipment. A6breviations or means of describing equipment other than provided above will not be aGcepted. 3. Eligxbility for Award of Contract a. The C�ty shall be the sole judge as to a contraetor's preyualification. b. The City may reject, suspend, or modify any prequalification for failure by the contractor to demonstrate acceptable finaneial ability or �erformance. c. The City will issue a letter as to the status ofthe prequalification approval. CITY OF FORT WORTH Intersectian lmprovemattYs at 82D & Marine Creek Parkway Phase I STANI}ARD CONS`L"RUCI`[ON SPECIFiCAT[ON I)OCUMEt+ITS CPN 1Q1585 Revised August 13, 2021 004511-3 BT�D�RS PREQUALFI'ICt1TI0IVS Page 3 of 3 1 d. If a contractor has a valid prequalification Ietter, the cantractor �ill be eligible to 2 perform the pre.qualif ed work types until the expiration date stated in the letter. 3 � END OF SECTION CITY OF FORT WORTH lntersection Impro�emenls at $20 & Merine Craek Parkway Phase l 5'C.4AFDARD CONSTRUCTION SPEC�ICATION DdCUIVIEN'fS CPN 1�1585 Revised Aug��st 13, 2021 OD 45 12 pR�QUALIFICAiIQN SiATEMENT Paga 17 aF 11 S�CTION 00 45 '[2 AREQUALIFICAT101J S�'ATEMENT Each Bidder for a City procuremenE is required to complete the information below by ideniifying fhe prequalifed r cantractors andlor subcontractars wham they infiend to ut[Ijze for the major wor�C #ype(s) listed. � Ma]or Wark Type GontractarlSubconfractor Corrrpany �lame F'requalificatian �xpiration Date sp a aving � ConstrucfionlReconfruction Rey�olds Asphalt & Constr�ctio� Campany 6l112a28 (Less Than 1 �,OOa square oncre e avmg CansruotionlReconstructfon McClendon Construction Co., Inc. 7J112023 (Less i'hah 15,000 square � r , ihe undersigned hereby certifies that the contractors andlor subcontractors descrbecf in the table above are � currenily prequalifiad for the warfc iypes lisfed. ; , � �ID��R: � . � McClendan Construcfion By: Justir� Bfafr _ � , L _ -- 1 PO Box 999 � � Bur�eson, TX 76097 � �e A - � a 7[fle: Vice presidenk , [�ate: .� ` � " � ENp OF S�C�ION CITY OF FORT WOEiiH STANQARD CON5TRUCTION SPECIFICATEQN �OCUMENTS Revis�ad o9I3012a21 . 00 A1 00 Bid Proposal Workbook_4U1585 Addenduml 00 45 2G - I CON'�`R1ICTOR COMPLIATfCE WITH WQRK�R S COMPE[*iSATION LAW Page 1 af 1 1 SECTION 00 4� 26 2 CONTRACTOR COMPLIANCE WITH WORK�R'S COMPENSATION LAW 4 Pursuant to Texas Labar Code Section 4q6A96(a}, as arnendad, Contraetor certifies that it 5 provides worl�er's corn.pensation insurance coverage for all of its employees employed on City 6 Project No. Contractor iurther �ertifies that, pursuant to Texas Labor Cade, Saction 7 406.096{b), as amanded, it will provida to City its subcontractor's certifcates of compliance with 8 worker's compensation coverage. 9 10 CONTRACTOR: }1 12 1� 14 15 16 17 18 19 20 21 ��i� � ,��: r Coznpany ,�� , - _ � . �� : ", Address ,. � �-- r t`1�� `� � t� i4� t �� CitylStatelZip � r BY. —�� -� �� . / � _4 1 � Signat� - Y . Title: � t �,�. ��t'� ��" (Please Print} z2 THE STATE OF TEXAS § 23 24 25 26 27 28 29 �a 31 32 33 34 3S 36 37 38 39 40 COUNTY OF TARRANT BEF� , ihe ta�gr igned authority, on this day personally appeared �,�,�� ,`�� _ , known to me to be the person whose name is subscrihed to the foregoin ans ent, and acknowledg d to me t�at he/she executed the sarne as the act and deed of �� ,t =r��;,�.�i � far the purposes and � �� consideration theretn expressed and in the capacity t�erein stated. G1V�N UNDER MY H1�ND AND SEAL OF OFFICE this ��'� day oi �I ti � _...� , 2�==e. s _ _ - -. _' � 1 ` J � . _� •.�I ' � � � rI /" _ � � �� + �tary �.1' n and for t e State of Texas END OF SECTION C1TY OF FORT WORTH Intersectian Improvements at 820 & Marine Creek Patkwsy Phase 1 STANDARb CONSTRUCTION SPSCIFICAI'ION DOCUMEN'C5 CPN 101585 Re�ised July 1, 2p1 i OD4540-i Business �quity Gaal Yage 1 of 2 SECT�ON 00 �5 40 Business Equity Goal APPLICATIQN OF POLICY If �e total t�ollar value af the cantract is � 100,000 or more, then a Business Equity goal zs applicable. A Busines.s Equity Firnn reFers to certitied Minor9ty-, andlor Wome:�-, avvned Business Enterprises (MIINBEs). 8 POLICY STATEMENT � 9 It is the policy of the City Qf Fort Worth to ensure the full arzd equitable participation of Business Equiiy 1 o Firms when applicable, in the procurement oi all gaods and servi.ees. All requirerr�ents and regulations 11 stated in the City's Susine�s Equity Drdiriance No.25165-10-2D21, (replacing Ordinance No. 24534-11- 12 2Q20 (codif�ed at: h�s:/lcodelihrar,y.amlegal camlcadeslftwaz�th/latest/ftworth_.txI0-0-0-22593J apply ta 13 this bid. 14 15 BUSINESS E UITY PRO CT GOAL 16 The City's Business Equity goal on this project is ?� % af the tatal bid value of the eontract (Base hid 17 applies to Parks ancl Community Services). 18 19 METHODS TO COMPLY WITH THE GOAL ZO On City contracts where a Susiness EquiYy Gnal is applied, off�rors are required ta camply wrth the City's 21 Business Equity Ordinance by r�teeting or exceeding fhe above stated goai or otherwise comply with the 22 ordinance �hrnugh one of the folJ.owi.ng methods: 1. Cornmercially useful services performed by a 23 Susiness Equity prime cantractor, 2, Busi�ness Equiiy su6cnntracting pariicipation, 3. Combinat�a� 24 of Busaness Equiiy prime services arxd Business Equiiy subcontracting participatio�, 4. Business 25 Equity Jaint VenturelMentor-Prot�g� parti�ipatian, 5. Good Faith Effurt documentaiion, or 6. 2fi Prime cnntractor Waiver doc�mentation. 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 48 47 48 SUBMITTAL OF REQUxRED DOCUMENTATION Applicable documents (listed below) must be received by the Furchasing Division, OR the ofFeror sha11 EMAIL the Business Equity documentation ta the assz�ed City of Fort VL�orth Project Manager or Department Designee. Documents are to be received no later than 2:00 p.m., on the third City business day affer the bid opening date, exclusive of the bid opening date. The Offeror rriust submit one or mare of the following documents: 1. Uti[ization Fox�m and Letter(s) of Intent, if the gaal i5 met ar exceeded; 2. Good Faith Effort Form and U#ilization Farm, incl�dzng supporting documentation, if participat�on is less than stated gnal, or no Busir�ess Equity participation is aecamplished; 3. Prime Confractor Waiver Form, including supporting docuznentation, if' the OFFeror will perform all subcontractinglsupplier opportunities; or �. Joi�t VenturelMentor-Proteg� Form, if goal is met ar exceeded vsrifh a Jaint Venture or Mentar- Pratege participation. These forms can be fownd at: Business Equity Utilization Form and Letter of Intent https:/�a�ps.fartwarthtexas.gov/Pro�ctRPsourees/ResourcesP/60°�20- °�20MWBEINEW%2OBusine5s°�20Equity9'o200rdinanceBusiness°/a2QE�uity9o20Utiliza�on%20Form. � - CITY OF FORT WORTH Intersectian Imprnvements at 820 & Marine Creek Parkway Phasa 1 STANbARD CQN5TRUCTION SPECIFICATIDN DOCUMENTS CPN 101585 Revised Octo6er 27, 2021 oo��ao-z 6usiness Equity Goal Page 2 of 2 Lett�r of Intent htt s:lla s.foriworrhtexas. ov/Pro'ec#Resourc:es/ResourcesPl6Q - MWBE/NEW Business Equit�! OrdinaneelLeYYer of Intent 2QZl.pdf 8 9 za 11 12 13 14 15 16 17 ]8 I9 20 21 22 23 24 25 26 27 28 29 30 31 � 33 Business Equity Good Faith Effart Forzn htt s:lla s.fortworthtexas. ov/Pro'ectResourceslResourcesP160%2U•• R'o20MWBE/NEW%2QBusiness%20Ec�uity%200rdinance/Business%20Equit p�Ay 20GOflUJa20Faich%20Ef fort%20�'orm.pdf Business Equity Prime Contractor Waiver Forrrx https;lla_pps. for�warthtexas_govlProjectResourt;es/Resaurcesp/fiQ%20- °�20MWBEINEW%20Business%20E ui /aZ00rdinance/Business%20E uit %ZOPrime%24Contractor �lo20Wafver.pdf B�siness Equity ,]oint Venture Farm htt s:lla s.fortworthtexas. ovlPro'ectResources/ResourcesP/60%20- °�20MWBE/NEVII`-/o20Business%20Equity%200rdinance/Business%20Equity°�20 �oint%20 Venture.pdf FAILURE TO ACHIEVE THE GOAL OR OTHERWISE COMPLY WITH THE ORIDNTNACE WILL RESUL'T IN THE BIDDER/OFFEROR BEING DECLAR�D NON-RE50N5IVE AND THE BID REJECTED. FAII.URB TD SUSMIT THE REQi]IRED BiTSINESS EQUTY DOCUMENTATION OR OTHERWISE COMPLY WITH THE �RDiNANCE WILL RESULT IN THE BID SETNG DECLARED NON- RESPONSNE. THE BID RE.TECTED AND MAY 5UBJECT TH� BTllDER/OFFEROR TO SANCTIONS AS DESCRIBED IN SEC. 20-373 OF THE ORDTNANCE. FO�' Qll@StID�S, �lease Contacf The Business Equity Di�visian of the Department of Di�+ersiiy and Inclusion at (817) 392-2874, END �F SECTIOP�1 GITX dP FOEZ"I' WORTH Intersection Improvements at 820 & Marine Creek Parkway Phase 1 STANDARD CONSTRUCTIOI� SP�C�i<ICATION DOCUIvIENTS CPN 1U1565 Revised Oetober 27, 202] 00 52 43 - I Agrecment Page 1 of b S�CTION 00 52 43 AGREEMENT THIS AGREEMENT, authorized on May 24, 2022 ,is made by at�d be#ween the City of �'ort Worth, a Texas home ru1� municipality, acting by and thraugh its duly authorized City Manager, ("City"), and McClendon Construction Coinpan, .Y Inc., authorized to do business in Texas, acting by and through its duly authorized representative, ("Contractor�'}. City and Contractor anay jointly be referred to as �'arties. City and Contractor, in consideratian of th� mutuaj eovenants hereinafter set forth, agree as follows: Article 1. WO�tK Cantractar shall cnmplete all Work as specified or indicated in the Contract Documents for the Project identified herein. Article 2. PROJECT The prnject for which the Work under the Contract DQciunents rnay be the whole or only a part i.s generally described as follows; Interseetian Irnpra�ements at 820 & Marine Creek Parkway Phase 1 Cit, r�Proj ect Number: 101585 Article �. CONTRACT PRiCE City agrees to pay CQntractor for performanee af tha Work in aceordance r�itl� the Contract Dacumenrs an amount, in current funds, of 4ne Million `I'hree Hundred Fifty-Nine Thousand Ei�ht Hundred Seventy-One Dollars and Fifiy-Five Cents ($1,359,871,5.�. Contraci price may be adjusted by charige orders duly authorized hy the Parties. Ar#icle 4. CONTRACT TIME 4.1 Fina� Acceptance. Tha '4Vork shall b� cornplete fn.r Final Acceptance within 300 days after the date when the Contract Time comrnences to run, as provided in Paragraph 2.02 r�f the General Conditions, plus any extension tlaereof allowed in accordance with Article 12 of the General Conditions. 4.2 i,iquidatad Damages Contractor xecognizes that time is of tkre ess�nce for completion of Milestones, if any, and to achieve Final Acceptance of the WQrk and City and the public will suffer from loss of use if the Work is not completed witl�in the time(s) speci�ed in Paragraph 4.I abor��. Th� Contractor also recognizes the delays, expense and diffic�lt�es involved in proving in a legal proceeding, the actual lass suffexed by the City if the Wark is not completed on tirne. AccordingIy, instead of requiring any suclz prQof, Contraetar agrees that as liquidated damages for delay (but not as a penalty), Contractor shal! pay City One Thousand Twa HF4rtdr�� Fifi'-v Dollars {$12, SO.�G) for each day that expires af�er the time specified in Paragraph 4.1 for Fina1 Acceptance until the City issues the Fi�tal Letter of Acceptance. CITY Or FQRT WOATi3 Intersection fmprovements at 820 & Marine Creek P�rkwa�r Phase I STANIDARD CONSTRUCT[ON SP�CIFICATi4N DOCiIMENTS GPN 1 D 1585 Revised 9/4]l2021 oaszaa-a n��c Page 4 of 6 7.8 �'rohibition On Contraets With Cox�apanies Boycotting Israel, Contractar, unless a sole proprietar, acknowledges that in accordance with Chapter 2271 of the Texas Government Code, if Contractor has 10 or mare fu11 time-employees and the contract value is $100,000 or more, the Cit� is prohibited fram entering into a contract with a co.mpany for gaods ar services unless the contract contains a writ�en verification fratn the coinpany tha# it: (I) does nat baycott Israel; and (2) wiIl not boycott Israel during the term of the cantract. The terms "boycott Israel" and "company" shall have the meanings ascribed to those terms in Section 808.001 of the Texas Gnvernment Code. By signing this contracf, Contractor certifies that Contractor's ssgnature provides written verification to tt�e City that if Chapfer 2271, Texas Government Code applies, Contractor: (1) daes not baycatt IsrasI; and {2) wiil not baycott Israel during the term of the contract. 7.9 Prol7ibitian on Boycotiing Energy Comp.ani�s. Contractor acknowl�dges that in accordance with Chapter 2274 of t11e Texas Government Code-(as added by Acts 2�?21, 87th Leg., R.S., �.B. 13, § 2}, the City is prohibited fi•om entering into a contract for goods or ser�ices that has a value of $1�0,000 or more, which will be paid wholly ar partly from public funds of the City, with a company (with 10 or inoz•e full-tima employe�s) unless the contract corztains a written verificafion froin the company that it: (1) does not boycott energy companies; and (2) will not boycott energy companies during tl�e term of the contract. The terms "boycott energy coinpany" and "company" have th� meaning ascribed to those terms by Chapter 2274 af the Texas Govertijnent Code (as added by Acts 2021, 87t1� Leg„ R.S., S.B. 13, § 2). To fhe extent that Chapter 2�74 of the Government Code is applicable to this Agreement, by signing this Agreement, Contractor certifies that Contractor's signatnre provides written veri�ication to E�e Ciiy that Cont�ractor: (1) does not boycott energy co�nnpanies; and (�) wiill not bnycott ener�y companies during �k�e termi of this Agreenrte�t. 7. i� Prohibition on Discrimination Against Firearm and Ammunition Industr�es. Confractor acknowledges that exeept as otherwise provided by Chap.ter 2274 of tl�e Texas Government Code {as added by Ac#s 2021, 87th Leg., R.S., �.B. 19, § 1), the City is prohibited from entering inta a conteact for goods or services fihat has a value of $100,000 or more which wi11 be paid wholly or pas�tly from public funds of the City, with a campany (with 10 or more full-time employees) unless the contract contains a written verification fram the campany that it: (1j does not ha�e a practice, policy, guidanca, or directive that discriminates against a firearin entity ar firearnl trade association; and (2) will not discriminate during the term af the eontract against a firearin entity or firearm trade association. The terms "discriminate," "fireat�n entity" and "firearm trade association" have the meaning ascribed to those terms by Chapter 2274 of the Texas Govern�nent Code (as added by Acts 2021, 87th Leg., R.�., S.B. I9, § 1}. To the ext�nt that Chapter 2274 of the Ga�vernment Code is applicable to this Agreement, by signing this Agreement, Contractor certifies that Contractor's signature pravides wriEten verification to the City ihat Contractor: (1) does nat have a practice, poficy, guidance, ar directive that disCriminates agains# a firearm entity or frrearm trade assoeia�ion; and (2) will not discrirninate against a�rearm entity or firearm trade association during the terrn of this Agreement. CITY O�' FORT WORTE-1 ]ntersectian lmprovements at 820 & HIarine Cree[c Packv/ay Phase l STANDARD CONSTRUCTION SP�C[I'ICATION �OCUMENT5 CPN 1D1585 Rev ised 9/D [ 12�21 005243-5 Agreeinent Page 5 of b 7.11 Irninigration Nationality Act. Contractor shalf verify the identity and employment eligibility of its e�nployees who perform work under this Agre�ment, including completing the Employment �ligibzlity Verification Fonn (1-9). Upon rec�uest by City, Contractor shail provide City with copies of ail I-9 forms and supporting eligibility documentation for each employee wrl�o perfonns work under this Agreement, Contracior shalI adhere to all Federal and State laws as well as establish appropriate procedures and contrnls sn that no services will be performed by any Contractor employee who is not legalIy eligible to perfortn such services. CONTRACTOR SAALL ZNDEMNI�Y CITY AND HOLD CITY HAI2Mi.ESS �ROM ANY PENALTIES, LIABILITIES, 4R LOS�ES DUE TO VIOLATIONS OF THIS PARAGRAPH BY CONTRACTOR, CONTRACTOR'S EMPLOYEES, S[IBCONTRACTORS, AGENTS, OR LICENS�ES. City, upon written notice to Contractor, shaIl have the right to irnmediateiy terminate this Agreement %r violations of Yhis provision by Contractor. 7.12 No Third-Party Beneficiaries. Tlvs Agreement gives no rights nr benefiYs to anyone ather than the City and the Con#ractor and there are nfl third-party beneficiaries. 7.13, No Cause ofAction Against Engineer. Cantractnr, iis subcontractors and equipment and materials suppliers an the PR07ECT or tMeir snreties, shall maintain no direet action against the �ngineer, �ts officers, employees; and subcontractors, for any claim arising out of, in connection with, or resulting from the engineering service5 pei�'ormed. Onl}� thr City will be ihe bene�ciary of any undertalcing �y the Engineez'. The presence or duties of the Engirieer's personnel a.t a consiruction site, whether as ott-site representatives or otherwise, do not make tlae Engineer or its personnel in any way responsible for th.ose duties that belong to the City aad/or the City's construction contractors or other �ntities, and do not relieve the construction contractors or any other entity of thair obligations, duties, and responsibilities, including, but not limited to, all constructinn methods, means, techniques, seyuences, and procedures necessary for caordinating an.d comple�ing a�l partions of the construcrion work in accordance with the Contract Documents a�d any health or safety precautions rec�vired by such cpnstruction work. The Engineer and its personnel have no authorify to exercise any control over any construction contractor or other entiiy or their employees in connectian with their work or any health or safety precautians. CI7'Y OP FORT WQIiTI-I Tnlerseclion Itnprovements at 820 & 3vIarine Creek Parkway Phase I STANDARD CONSTRUCTION SP�CT�'ICATTON DQCUMENTS CPN 1O15S5 Revised 9/0 t/202 3 vos2as-� Agree�nc3tl Ps�gc G aFG IN W1Tirl�SS WHEREaF, Gity �nd Cantractor have eAch executcd t3zis Agreemefst fo be affeciive as of tl�e data subscribetl i�y the Cify's designated Assistan# City M�nager ("�ffeative Dake"). Contr�ctor: McClendo�� Cons.tt��ict�o�i Com�any, Ina. ay� �� 8�. Sigr►Rture 3ustin Blair (Printed Nam�) v�� ,��s�a�at Titie PO BOx 999 Address Bwrleson, TX 76D97 City/5t�telZip Da#e May �1, 2022 Gity ot' Fo�•r Woril� �y; �11� � �Zr� - �, , � �ns v ;�c �pr� Dana Biughdoff Assistant City Mait��er Jun 13, 2022 Data Attest: �,Tqnnet�te S. G,��J! — i Janne#te Goadall, City 5earetary (Seal) MBLC: 22-Q38h pate: os�z�lxazz FoM�m 1295 No,: 2o�z•nra�ss ,�-- � ��"�� d.�� „� :�7 � f � ��° � �� '�, t, Contraat Co�npliance Mana�;er: $y signin�, l acknawled�e that I am the p��'sQn ��esponsibl� for the monitoring and administration of this co:nh�act, including ensuri��g al! peE�formnnae and re>>n�ting rec�ui�•e►nents. /,�ftal shres�hc� , � • -� - - iskal Shi�.stha, P,E, Praject Manager Approved as tn For�n and Legallty: � _ .—�., Douglas W, Blac[c Sr. Assistant City Attorney APPItOVAL R�COMMENDEa: 1.,��I . ��.- �J911iain Joh��san, Director Teanspa��takion & P��blic Wor%s De�Art�iient Cl7'Y OT COlt'I' WORTI�1 S'I'ANAAR� CON57'[iUC7'[ON SI�L�C[PICATION UOCUMCN'i'S nav;s�a �ro inoz i lntersccdon [mpravemcnia nt 820 & Marino C�roc��:1�� '�,.�^�^ i_ Ck'N IpISeS . , �� I`rl� ��1�� , �'�. �r� �� i �?� s; . � _..e_._ — Bond Number TXC614185 006113-1 PERFpRMANCE SOND Fage 1 uf2 1 SECTION QO 51 13 2 PERFORMANCE BOND 3 4 TFIE STATE OF TEXAS § 5 § KN�W ALL BY THESE PRESENTS: 6 COUNTY OR TARRANT § 7 That we, McClendon Construction Campanv. Inc, , knawn as "I'rin�cipa�" hearein S and Merahan�s Bonding Company [Mutual] , a carporate surety(sureties, 1f riIOY'� 9 than onej duly authorized �o do business in the 5tate of Texas, known as "Surety" herein (whether 10 one or more}, are held and firmly bound unto tk�e City of Fart W�rth, a. municipal corporatian 11 created puxsuant to the Iaws of Texas, knnwn as "City" herein, in the penal sum of, ONE 1Z MILLIDN THREE HUNDRED FIFTY-NINE THOUSAND EIGHT HUNDRED 13 SEVENTY-ONE DOLLARS AND FIFTY FIVE CENTS {$1,359,871.5�, lawful znoney of 14 the Unitad States, to be paid in Fort Warth, rarrant County, Texas for the payment of which sum 15 well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and 16 assigns, joxntly and saverally, firmly by these presents. 17 WHERE�, the Princip�l has entered into a certain written contract wi�h the City l S awarded the 24 day of , M aY , 20 22 , which Contract is hereby referred to and 14 made a part her�af far all purposas as ii fully set fol�th herein, to fiarnish all materials, eyuipment 20 labor and Qther accessories defined by Iaw, in the prosecution of the Work, including any Change Z1 22 Orders, as provided for in said Contract designated as Intersection Improvements at $2U & Marine Creek Park�vway Phase 1, City Project Number 1b1585 23 NOW, THEREFORE, the c�ndition of this obligatian is such that if the said Frincipal 24 shall faithfully perform it obligations under the Contract and shall in all respects duly and 2S faithfully p�xforna tY�e Wor�, including Chaz�ge Orders, under the Contract, according to the plans, 26 specif'ications, and contract documents therein referred to, and as well during any period of 27 extension of the Contract that may be granted on the part of the City, then fhis obligatian shall be 28 and become null and vaid, otherwise to remai� in full force and effect. 29 34 PROVIDED FiJRTHER, that if any legal action be fil�d on this Bond, venue shall �ie in Tarrant County, Texas ar the United Statcs District Caurt for the Northern District oi Texas, Fort 3I Worth Division. CITY QF PORT WQRTH STANDARp CONSTRUGTION SPECIFICATI03V DOCUMENTS Itevised 1uly 1, 2011 Intersection Impmvemants at 820 & Marine Creek Parkway Phase 1 CPl�' 1D1585 � 0061 f3-2 PERFORMANCB B41�I] Page 2 of 2 2 3 4 5 � 7 8 9 10 11 12 13 14 1S 16 17 18 19 20 21 22 23 24 25 2G 27 28 29 3Q 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 This hond is aiade and executed in compliance wiih the pro�isions of Chapter 2253 af the Te�s Government Code, as amended, and a�I liabilities on this band shall be determined in accordance with the pro�isions af said statue. IN WITNESS WHEREQF, the Princi�al and the Surety have STGNED and SEALED this instrument by duly authorized agents and officers on this the ti4 th da� of May � 20 22 A 'I' ( incipal) Secretary , . � , , � �� ' � � - ss a n P espal .. � u � Witness as io 5�ety PRI�TCIPAL: McClendon Canste�c�ior� Cam,��ny, Inc. BYK :• „ _ - , � . r 7ustin Bla�r. Vice Fresident Name and Tit1e Address: P,O, Box 949 Burleson, TX 76�97 SYTRETY: Merchants Bondinq Companv[Mutual] , - ^�'�--1-� SY: �� , • i. ,' ! � 5i ature - Elizabeth Ortia, Attorney-in-Fact Name and Titla Address: Po aax a a� � a a Des Moines, SA 50306 Telephone Number: 2�- o. 6 9 �. z2 o s *Note; If signed by an officer of the Surety Company, there must be on file a certified e3ctz'act from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provi.ded The date af ths bond shall not be prior to the date the Contract is awarded. CITY OF PORT WOTZTH Intersection Lnprovemenis at &20 8c Marine Creek Parkway Phase I STANI]AItD CONSTRUCTION SPECIFICATIdNl70CUMENT5 GPN IQ1565 Revised 7uly 1, 201 l Hond �lumber TXC614185 1 2 3 4 5 6 THE STATE OF TEXAS COUNTY OF TARRANT aa 6i i� - i PAYMENTBOND Page 1 of 2 SECTION 00 6114 PAYMENT B OND § § KNQW ALL BY THESE PRESENTS: § 7 That we, MeClendon Constructian Company, Inc. , knovvn as "Principal'" �erein, and. g Marchants Bonding Company[Mutual] a corporate Sllfe� 9 (sureties), duly authorized to do business in th� State o� Texas, known as "St�rety" herein 10 (whether ane or m�re), are held and fi�nly haund �.tnto the City of Fort Worth, a municipal 11 corporatior� created pursuant io the laws of the State of Texas, kno�vn as "City" herein, in if�e 12 penal sum of ONE MILLION THREE HUNDRED FIFTY�NINE THOUSOAND EIGHT 13 HUNDRED SEVENTY ONE DOLLARS AND FIFI'Y-FIVE CENTS ($1,359,8i1,55� lawful 14 �oney of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of 15 which sum we11 and tru�y be mad�, we bind ourselves, nur heirs, executors, adminis�rators, 16 successors and assigns, jouttly and severa�ly, firmly by these presents: 17 WHER,EAS, Principal has entered into a certain written Contract with Gity, awarded the 18 24 day of MaY , 20 2Z , which Contract is hereby referred to and 19 made a part hereof for all purpases as if fully set forth herein, to furnish all �naterials, aquipment, 2U Iabor and other accessories as dafu�ed by law, in the pras�cution of the Work as provided for in 21 said Contract and designated as Intersection Improvements at 820 & Marine Creak Parkway 22 Phase 1, City Project Number 1O1S85 23 24 25 2G 27 NOW, THEREFORE, THE C�NDIT'ION OF THIS OBLIGATION is such thai i� Principal shall pay aIl monies owing to any {and alS) payment bond beneficiary (as defined in �hapter 2253 of the Texas Go�ernment Code, as a�nended) in th� prmsecutian af th� Wark under the Cosztract, therz this abligation shall be and became null and void; otherwise to remain in full force and ei%ct. 28 This band is made and �xecuted in compliance with the provisions of Cnapter 2253 of the 29 Texas Government Code, as amended, and aIl liabilities on this bond shafl be determined in 30 accordance with the provisions of said statute. 31 Ci7'Y OP FORT WORTH Intersec@ioa Improvemants at 820 & Marine Creek Parkway Phase 1 STt�NDARD GON5TRUCTION SPECIFICATIQN pOCUMENTS CPN 1D1585 Ravised Jnly 1, 2011 oo�i �a-z PAYMEiVT BOND Page 2 oF2 1 IN WTTNESS WIiEREOF, the Principal and Surety ttave each 5IGNED and. SEALED 2 this insirument by duly autharized agents and officers on this the 24th day of 3 MaY .20�2. PRTNCIPAL: M�leg�-€'��uction ComQany, Inc. �. - - , ' lgn�iure�_ � � BY: Justin Blair, Vice President Name and Tit1e Address: P.O. Box 999 Burleson TX 76097 ATT'EST: (Surety Secretary , Vt+�l ' :�i ��'Yrrul Witness as to Sureiy 4 5 6 7 8 9 1Q SURETY: Merchants Sonding Campany[Mutual] _ � ) SIgX1a�LlCO fJ✓�-�L��. /[ �� , . —7— BY.Elizabeth Ortis, Attoz'ney-in-Fact Name and Title Address: Po so� i�4sa L?es Moines, IA 503D6 Telephone Number: z i o.�� 7. z a o 5 Note: If signed by an officer of the Surefy, there must be on file a certi�ed e�raet from the by�aws showing that this person has authority to sign suGh obliga�ion. If Surety's physical address is different from its mailing address, both rnust be provided. The date of the bond shall not be prior to the dafe the Co$tracf �s awarded. END OF SECTION CiTY OF FQRT WORTH Intersection Improvements at B2d & Marine Creek Parlcway Phase 1 5TANDARD CO3VSTRUCTI01�' SPECIFICATIOP1DDCiIME1�TS CPN ItlI565 Revised Ju[y 1, 20l 1 � as to �j • a] Bomd 1�7umber TXC614185 1 2 3 4 5 6 7 8 9 10 11 12 I3 i4 15 16 17 THE ,STATE Q�' TEXAS COUNTY OF TARRANT SECTION Od 61 19 MAINTENANCE BOND 00 61 19 - 1 MA�NT�ANCE HOND Page 1 of 3 � § KNOW ALL BY THESE PRE�ENTS: § That we MeClendon, Constructinn Company, Inc., known as "Principal" herein and Merchants Bonding Company [Mutual] , a corporate surety (sureties, if more than one) duly authorized to do business in the 5tate of Te�cas, known. as "Surety" hexein {whether ane or more), are held and firtnly bound unto the City of Fort �]Vorth, a municipal corpora�ion crea�ed pursuant to ihe laws of the State of Texas, known as "City" herein, in the sum of ONE MILLION TI�REE HUNDRED FIRTY�N�NE THOUSAND EIGHT HUNDRED SEVENTY-ONE DOLLARS AND FI�TY-FIVE CENTS ($1.359,8i1.5r�, lawful money of the United 5tates, ta be paid in Fort Worth, Tarrant County, Texas, for paymer�t of which sum well and truly be made unta the City and its successors, we hind ourselves, aur heirs, execntors, aciministrators, suceessors and assigns, jointly and severally, firmly by these presents. 1S WHEREAS, the Principa� has entered into a certai� writtan cantract witk� the Ci .ty 14 awarded the �'� day of May , 20 2z , which Contract is 20 hereby referred to and a made part hereof far all purpases as if fully set forth herein, to furnish all 21 materials, equipment Iabor and other accessories as defined by 1aw, in the pros�cution af the 22 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 23 the "Work") as provided for in said contract and designated as Intersection Improvements at 820 24 25 26 27 28 29 30 31 32 33 & Marine Creek Parkwa� Phase I, City Project Nunr�ber 101585; and WHEREAS, Prinoipal hinds ifiself to use such materials and to so construct the Work in accordance with the plans, specifiaations arid Contract Documents tfsat the Woxk is aad will remain free from defects in materials ar wotkmanship for and during the period of twa (2) years after the date of Final Acceptance af the Wor�C by the City ("Maintenatice Period'�; and WHEREAS, Principal binds itseli to repair flr reconstruct the Work in whole or in part upan receiving notice from the City of the need therefor at any time within the Maint�nance Feriod. NOW THEREFORE, tk�a condition af this obligation is such that if Principa� shall remedy any defective R�ork, for which timely notice was provided by City, to a eompletion CITY OF PORT WOliTH Intersection Improvaments at 820 & Marine Creek Parkway Phase 1 Si'ANpARD CQN5TRUCT[OAT SPECIFICAT[ON DQCiIMENTS CPN ] 01585 Revised 7uly !, 2D1 i DU 61 19 - 2 MATNT�NANCB EOND Page 2 af 3 I satisfactory ta the City, then this obligatiun shall became null and void; otherwise to remain in 2 full force azi,d �ff�ct. 3 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 4 noticed defective Work, it is agreed that the City may caus� any ar�d a11 such defactive Worlc to 5 he repaired and/or reconstructed with ail associated e�sts thereof being bome by the Frincipal and 6 the Surety under this Maintenance bond; and 7 PROVIDED FURTHER, thai if any legal action b� filed on this Band, venue shall lie in S Tarrant Caunty, Texas ar the United 5tates District Caurt fnr the Northern District flf Texas, Fort 9 Worth Division; and 10 PROVIDED FT]RTHER, that this obligation shall be continuous in nature and 11 succassive recoveries may be had hereon fnr successive breaches. I2 CITY pF RORT V40RTH Tnte�seation Improvements at 62b & Marine Creek Paricway Phase i STANDARD CONBTIiUCTlON SPECIFICATION DOCUMEIVT5 CPN 1OL585 Revised 7uiy 1, 2011 Q06119-3 MAINTEIQANCS BOND Fage 3 of 3 1 IN WITNESS WHEREO�', the Principal and the 5urety have each SIGNID and 2 SEALED this instrumeni hy duly authorized agents and of�tcers on this the 24tn day of 3 M�Y .2OZ2. ATT ST: { rin i ) t � - - �� , , , � , � A. " Wi � s as o�P 'r c ' ATTEST: (Sure ) Secretary . ,.. � ' , , .�J'„" '� wltI1895 a8 t0 SUPBf� - 4 5 6 7 S PRINCIPAI,: McC�end�n-�':�s�uctio��pany, Inc. ,�1 _ ~ ��e E - -- , BY: Justin Blair, Vice President Name and Title Address: P.O. BQx 999 Burleson, TX 76097 SURETY: NEerchants Banding Company[Mutual] �_ � I Sigr�ature ' •' � ti .. � � m, � -. = $Y; Elizabeth Ortiz, Attorney-in-Fact Na�ma and Title Addr�ss: Po Box 14498 Des Moanes, IA 50306 TelephoneNumber: z1a.697.22�5 *Note: If signed by an officer nf the Surety Company, there must be on file a certified extract from the by-laws sbowing that this person has authority to sign such obligation. If Surety's physical address is differcnt irom its mailing address, both must be provided. The date of the hond shall not be prior to the date the Contract is aware3ed. CIT'Y OP FC?RT WORTH Intersection Impro�vements at 620 & 1�Iarine Cteek Parkway Phase I STANDART7 CON5TILLFCTiON SPECIFICATIQN DOCIIIVI�NT5 CPN I O1585 Aevised 7uly 1, 2011 �� BUI�DIl�3G CU�IPANY�� o�ni�� o� ��o��Y KnowAll Persons $y These Presenls, that MERCHANTS 60N�[NG COMPANY (MUTUAL) and MERCHANiS NATIONAL BONdING, INC., 6oih heing corporations of 1he State of lowa (herein oolleckively called the "Companies°) do hereby make, canstitute and appoint, individually, Ana Tomes; Andrew AdcEison; Betty J Reeh; Bryan K Moore; Elizabekh Ortiz; Michael D Hendrickson; Patricia Ann Lyttl�; Patrick Cayle their true and lawfu[ Attorney(s)-in-�act, ta sign fts name as surety(les) and to execute, seal and acknawledge any and all honda, undertakings, contrects and ather writken instrumeMs in lhe nawre thereof, on behalf of 1he Cpmpanies in ihelr husiness of guaranteeing the fidelily of persuns, guaranteeing the performance ai cnnUacts and executing or gusranteeing bonds and undertakings required or permitted in any actions or proceedings allawed 6y law. This Power-of-Attorney is grantad and is signed and sealad 6y iacsi�nila under and by authority af the iallow'tng By-Laws adopted by the Board of directars of MerchaNs 8onding Company {Mutualj on April 23, 2011 and amended Augusf 14, 2a15 and adopted by the 8aard of Directars of MerohantsNatinnal 8onding, Inc., on Octoiser 16, 2�15. 'The President, Secrelary, Treasurer, ar any Assistant 7reasurer or any Assistanl Secretary ar any Vice PresfdenS shall ha�a power and authorily tp appaint Attomeys-fn-Fact, and ta authorize them to execute on pehalf af the Company, and attach the seal of the Company lhereto, bands and undeHakings, recagnizances, confracts af indemniiy and ather wrilings o6ligatnry in the nature thereof." "The signature of any autharized afficer and the seal nf the Gompany may be aHixed by facsimile or electronic tranamisslon to any Power of Attorney or Certification thereof authorizing the executian and de[ivery of any band, untfertaking, recognixance, ar other suretyship pbligations of the Company, and such s�qnature and seal Hrhen so used shall ha�e the same foroe and effect as though manually flxed." In connection with obligations in iavor of the Florlda Department of Transportation onEy, il is agreed that the power and aut hority hereby given lo the Aktorney-in-Faat inaludes any and all consents for the releas� of retained percentages andlar final aslimates an engineering and construcfion cantracts required by the State of �IorEda �eparlment oi Transportatian. It is fully understaad that cansenting to the 5tate of Flarida ❑epartment of Transportation making payment of the final estimate to 1he Contractar andlor iis assignee, shall not relieva this surety campany of any of Its obligalfons undar iks bond. In connection with o6ligations in favor of the Kentucky Department of Highways anly, it is agreed t6at the pawer and autherity here6y given to the Attorney-in-Fact cannat he madified or revoked un[ess prior usrritten personal natice of such intenk has heen givan te #he Cammissionar- depariment of Highways of ihe Cammonwealth oF Kentucky ai least thirty (30) days priarto the modiFcatian ar revocalion. In Wifness Whareaf, the Companies have csused this instrument to be signed and sealed this 19ih day of March , 2021 ��,'C��'Y�fr� �� r •' �• , [ �'�� 'r �� • � � � � • � • �� ;' �Rf'O/p;� ,e:. ��4 p�Pfl,q'-:°�'� :�:tU r :� , • : Cy '4.a•$,s,. opo �;�' ��-�.: �' -o- '�s�� 'y �403 ,:��j,` : y�� 1933 n� C. ,+a� ., .•�`;' : +��. , ,;�C�:' .,��.�•�..�..;;�� .��i��•�•��'�� *, .., . � . AAERCHANTS BONDIh1G COMPANY (MUT�IAL) MERCWANT NATIDNAL B�NDING, INC. By /� Pr�sident STATEOF'101141A «��E�R�� ••••• COUNN OF �ALLAS ss. On lhis 19th day of March 2D21 , before ma apgeared Larry Taylor, lo me personaEly knawn, who being by rne duly sworn did say that he is Presidertt af MERCHANTS BOIVDING COMPAiVY (MUTUAL) and MERCMANTS NATIONAL BONdING, INC., and that lhe seafs aCfixed io the faregaing inslrument are the Corparate Seals oi the Companies; and thal lhe said insirument was signed and sealed in 6ehalf af the Companies by authariiy of their respecfive Boards oi Directors. ,��'�� s �O��Y MA50N �� Gommissian Number 750576 � � � ° ° ° ° My Gommissian Expires �' �� . � Janu�ry 07, 2023 Nor�ry r�Uvrr� (Expiration of notary's commission does nvt irivalidate this instrument) I, William Warner, Jr., Senretary a4 M�RCHANTS BONDING GOMPANY(MUTUALj and MERCHANTS NATIaNAL SONDING, INC„ do hereby cE:rtiiy that the a6ove and fqregaing is a true and correct copy of the POWEFt-OF-ATTORNEY executed by said Campanies, which is still in full fore,e and e4iect and has not 6een amended or revoked. Witness Whereof, l ha �o� aa�s ��2a� ve hereuntp set my hand and affixed theseal of the Companies an this z4th day of May , zoz2. . ��a{�I��r�� 1 �++ F7 � � • A A" ' \ `��1 �g ' • . 0 ,•••'� �Q dR � �� ; •`4��[�4P U �'°9 4 4�i�:n•� �� : /�� • �� " ��.r�b ��'.�v np� �;8� :r��..'�' -a- fi� ; • � � b: � : � � aao3 : *� -` � � � ] 933 • e: ;t7' ; � +'�ij• ��1r. o�+ty��.'" � ".. ��'� •,'��w. . -� . 1;y'�• •••��l�ea��fl�� 6n � � � � � � , ��+� �� Secretary .��.,�'�...� l[ry�� D .h� I� �. � �"a � � �b+l�. �'' �. il`�T �k' ��VII��.'�.A1�"�" 1�T0"�IC�E To obtain information or make a complaint: Yo� may contact your insurance agent at the telephone number provided by your ins�rance agent. You may call Merchants Bonding Campany"s toll-free telephone number for infarmation or to make a complaint at: 1-��00�67��17� You may contact the Texas Department of Insuranae to obtain information an companies, co�erages, rights or com�laints at: 'I ��OQ�2�2-3439 You may write the Texas Depar#ment of lnsurance at; P. O. Box 149104 Austin, TX 78714-91 D4 Fax: (512) 4i5-1771 Web: http:llwww.tdi.state.tx.us E-mail: ConsumerProtectian@fdi.state.tx.us �R�fWf�J� AR�� LAIR�I �I��UY�S: 5hould yaU have a dispute concerning your prerriium or about a claim you should contact the agent first. If the dispute is not resolved, you may con�ac# the 7exas Department of Insurance. AiTA�b iblS RlOil�� YOUR ��LI�Y: This notice is for infnrmation on[y and daes not become a part or candition of the attached dncument. SUP �032 TX ('f109) NAMEO INSl1REO MCE7vndon Cm6trucWn GumpEny, Inc. POLICV NUM9ER: �ppx;�gggg 7HIS END6RSEIN�N1' CHANG�S 7NE POLICY, PLEA9@ REA� IT CAREFULLV. TEXA3 CONTRACTOR'S BLANKET RDI]I710NAL INSl1R�L1 ENDORSEMENT — FORMi A ihls andonem�� matltttez Ins�ranca prrfuldett unaer lhe Toltarl�� COMMERqAL6ENE WiL LipB W TY COVE7:AG� PART Pnlfcy Num6or Ageiwy NumLer Pdlq EHcctive �ale Chp2119986 a4g53�4 IIs1Ymz2 POUoy CxpfraU6n Os4� pele AxeuM N�myer 1i11f20T3' 1YS1f26T2 Mamed Inxurea Agenry lee�liq Campuny �McCf�don�nxwctionCompay.inc. 1B7x-A�are �qmwiswefn.wrancr.Company 7. a. SEC710ti11-WNOkS�ANINSURFPIsamenriedloaadaeanetla'mmnal6rsureaenypersonor arganlxalion wFwm youara requlrad la add as an etltlillonW I�u�eJ o� Nfs pollcy under a wAtlen canVadar vfillen qyrewnen� ralall�g loyouf buBI�CSs- 6, Thaw�iqen��c�orwpUonegreaeliQnlmuat j1] Rnn�� Atldillanat Inntund nulus for a limu pariotl tluAng 1he lerm of Wspo¢q; antl (i� Be execNad psEor tolhn'6atlfly In�uq^, "p[q�e[lydamage', w'persand end�adverlldnp InJuy leoding to e daimunUeHhlsaallcy. C� IF,hawerer: (9j 'Yaurwork" hegan undar a lallerof Inlent arua�kortlar, arM {2) Tnq�adernllnlenlorxnrknMerledln'ewrillenaanlydU�wAnenagivams��wilhfn9adeysofhegin��Flg x�ahwork;antl {8j Yourdiafmm�War.uslnnwrynanlr�dsreq�Arnpnr.annsnrnrpan�xaifmztnMnTmmlasaaR�e�ii�ureds; xw wlll pruulde atltlNonal Insurad e�lu9 esspeGRed Irt Ihls endorsemenL 2. Tnefnevrencepr[nhtlstlundBflhlsenCoasemenllsumllstlBsfdlaws: a. lhet person ara�ganlzaUon Is an atltllllonal Inaurad onry wIN respect to Ilablllly causetl,ln whok ar In parL hy: ga �7j Premiseeynu: {a) am; (hM Rgnl; (a��a�:or (d)Oxupy, j2] O�a�qopsraBonsperfamwtlhyynuoronyaur6ehalL OngoingnperaltonstloesnotapqyM"hotl4ly In�ur�" a"P�npurly damo9u' ooaaine altur, {a) NIwo�IqhepBl�rt��+dbyy4u4'4�youthphelffmlheac&7ilionslins�ire9[s�nllheekealihe cnveretl nparatlorn iv cmplale, indutliny relaleC male�lals, paAs or equlpmeM (olherltia� eeeNoa, meinte�rcs pr rapalrs}; or ��) ThalpoNanof'jiarworli'aulofwh�rhUreln�uyprdemeges�isealsp�l�u�hl�ded�seLyeiry pmaon ur wpaNsalfon olher �Mn a�rolhe* aaM��or wurhtrq fore p�l�am ++s apariof �he sema pm�ecl- I�Iudesrapydgh�edmaieAaiMlns�re�5nrvkesOifica, lnc. CG 7U 8890 95 Pagps 7 af 3 {3] �mp�eletl ope��lens cavmage, b�i only If: (aj Thvw�it[enconlraclorrr�Ilienagreamen�wqulre9cumpfetEdope�ullnr�scovermgeor"yourwu+ll' coverega: ana �bj ThI6CLY8�8QB�1611pfO4kIB6fAWAR189iPf'M1Pd�IYI�U[y'M'P�9Pe�Ytlamape inEudBdWlihinih9 'ptoduclammplel9d operallo�re hazar4'. Hawarer, lhv insuranceaBarded So such eddlllo�rel Vnsurod-ony uppl3os lo�lha wdant paiml0.ed fiy law. p. Ifthowdllen cmrtracLorwrUlen eg�eemenl: (!� Hequlres"tvlsingoNOPlanpuage;or �2k Requiresyoutaprovlde�additionsllnsuredcwe�agelothalpersonoro�gan�a�ianbykheuaeafeflheror �holh af Iha 1011o11fi��' (e) Admllonellna�[ed-OWi�erg,LesseeaorCnntredorg-SahetluletlPa�sonOrOr9�niaalfan endoraamenl CQ�20 701R 01; o� [bj qddi�lon211n4u�@d-OMInB,B�L6S8BBsofConlfaClore-Camp�9le60pel&�bfr90ntlof98mentCG20 3710 as; then tha phrese'ceused, in whWaor Inpa�, hy' In paragraph 2.a. adove larep�e�etl hy'ar�slnp uu�of'. c. ITliie writlan cantaG or wrlflen ap[aemenl requlres yau W proNtlo andlllonai Ineu�ed crna�ga le iNat person Pfa�enkellp� 6yIhe1lseoF. (1j WlAlllanallnsured-Ownere,i.asaaasarConlradms-3choduladPersonOrO�ganlxnUonentlnrsemenf CG 2010 W 04 ur CG 2010 Oq 13; or (2j RtlClllonellnsured-Owners,LesseesarCanlreGors-ComoleletlOpsralbncen6oaemerdGG2G37tli QAwGG.2�37M13:M �7j BolhthoseerWoraemenlcwlShaliheroF.lhoseud�Aondnlas;a (4j FJlherafhothoFNefollowing: (aj Adtlfllonnl�nsuretl�-Owners,LesseesorContrac[om»ScheduledPersonOrOrganlre[Ivn rsidorsemenl CG 2tl 10 w3lhoulan eAllfon daia spe� d; a �� Aemllenallmured-qwnsrs,LcaeesarCan7+ac[oB-Comp[etedOperaFlw�aendorsememC�2Q 97wilhoutan ed'dlon tlate specNEed; 1{�Bn pereplaph 2a. eC6Ye eq/lie& tl. Premieas,asreapeclsparaB�Ph2.A.{ijA�o+�a.in4udecnmmanorps�611eereas.abauesu¢hprem�sesi�sa requiretl in Il�e written con[raulorwr111en agroemenl, e. ArltllllonallreuredalawspmvWetluntlerparegrephs4.ajtj(6)arY.a(tj{cjahovetloesnMe�clentlmeyontl �hs end aFa.piamisesMase rn renlal eg�eemenl. r. rnen�rt�or��.��me�a�pcyiou,aaad�no�aii��eaa�maie�i�rirw�esPe�eeaintne: [1j WfillsncaM�act �2) Wrillsn��aemanl;ar (3) oeda�anansnrm�spotk.y. The n�mtso[Insurance are Inciuswa of and�i fn add3Kon �otha i[mllsMfnaurar� shown In thetlecuratlons. g. Thelrw�ra�cap�ovltledWthead�onafi�reU�esnwepptylu•boanyv�j�ey',�prppertydamege,or 'penanal entl.ativeAfsl� Injury° erising oul af an aichSlesis, angneers, or eurveya's rendering of, artailure � render,anyprof avional senl�s, �nNudlnp hul nd Ilml�ad ro: �1�j ine a+miwr}r�a, approvina.:w fetilna lo a�eqare nrePPrnvs: �8� M9p5� (hj oraxings; I¢�apinioos; Indudea cnpyrlgMed materlal of Insurance Servlces Ofilcs, Inc. Page 2 n{3 CG 7085 7015 POLI6YNEJMBER (df RepuR� lel Sumvs; Ifl Change areetC; {g) I]e�gnspedFlcstlu�; ea� (2� Supervfeory.InfipecSlon,orenglneanngearvlafx- SECTION IV-COMMERCIAL GENERAL LW8ILITY CON�ITION9, paragreph 4, O1her fnsmenca-Is aelal9d epd �eplePan WAh th9 Tdlowing: A. fltho�Insuranee, Coyarage pmvmea bytnia-ami�o�samenl �S ar�s over any olhar vand end cened161e Irnwanca availa8le fott�e�atltltllonel Fncured whether. e.�rimary, 6. Fxcross; c. Contingenq or d.On arn olhar basls: Iwl Hihe wriNenconVerAorwrHfen agreament req�ilres primaryantl nan-mnllhulary�coveraga, lhls �O��G6 W�I pa pr�mary�and rwRtbr11r1puloryfe�a6Va In�he�Insurdnce a/eflaLla lo YheaddBitlnSl Ensured whfch eo�ers Iha[ pe�n or orB��lan asa Named Inauted enG we wdl nd sha�a wIU 7ke� o�herinsuranae. IflhewriNenaontreckorwrlllen egreemen6ssaWlinetl eDava+equiresadd[PonallmuBd s1aWs by useaFCG 201011 e�, then 1he couerageprwlCad under��ac� 7a A5 e�Mo�semenl d� � epply errsptior peragraph E�h� pUlef IhsuM�Ea. AdtlryWnal lnsured eta6ze Is IiinlSatl In Iha� pro'+{detl hYCG Zo 101185 e�wwn hetwr and parapraph 2.h.0iher Insuranca shown aGovo. A�OIiFONAL INSl1RED-UWHER5, LESSEES OR CONiRACTORS (FORd16) 7hLs endnise�nenl m�cllfles Insursnte pr�vlded �nder Ihe fdlnwing: caMMEkCWLGEN��ALL�ILITYc01lERRt3E PAfiT. BCHE�ULE i[emgoTFenono�0(qanlxatlan: Blerrkalwhamrequlretl6ywntlemm�lracSorwrillenagraeman[lheF lhutemm o�GG 20 1a t1 a5apyly. (IYneentryappsarsa6ora, fnto�mallnn�nqv�lo rnmp7eta ih�andor�men�wN� hesnown Inthe E7ec�are�ons�esepplVeeble Ia.Wsentlarsamenl.t WNO IS AN IN317RED (8ecibn Iq Is amentled to InIXude es en Irewed !he parsan ar orpanRalion showsr in Iha 6chedWe, 6�tanly with respec�lvnaCilliy ar{eina u� oi "yo�r�wrk'forlhgllna+�red byar forynu. CG2010A185 CopyHghl,li�ru�cg9ervices�Ofllce.ino.,t984 j. Thelnwran�ewoNdedny�hlsendorsame�doesnolappyla�anyp�amisesorworklnrvinlch�hepersonar �gnnlzallon Is speoNcally Ilsled es en adtlNlonal Insured on arsWher endorsemanlallachnd tu ihta-pqll�y. In�iudeswpyAghleA male�fai o� Ir�surencs sarv�cas office, anc, Incfutlas capyriqhtetl msleriffi al IrtsUre�e Senlces 0111oa, Inc. C67lIS51a16 Napes3ol3 CG70630917 Pege1af11 THIS ENR�iSEIAENT GHAR�E3 THE POG{CY, pG�AS� RE1W IT CAREFtll4Y. TEXAS This endorsament modifies fnsurance provtdsd under the follbwing: COMMERC3AL GENEFAL IIRBILITY DOVEHA�E i-0Rld Llntler SEC710NI-COVE{IAGE A, 90�lLYINJURY 1W� PROPERiY �AMAQ� LlA81LI7Y�, peregreph 7. EXCU1910NS, previsio� 1.thmugS�B, o! �hisentlo�semern ere exceas we� anyyelid end calladihSe qssurance {tnduding airydetluetlMe) avana6ie�e the [rreuretl, whefher pHmary, exeess o� comi�gent �5EC'fION IY- CpMMERClBL GENEBqL 11A93LIfYCON01710N&, paiegreph 4.OI�r InsurenCB Isctmng¢d exortlinglp� Pmvldons,i � IhroughB. 01 thls emlorsemert amend sne polley ae iQllqws: �. PAOPERiYQAiYI/,GELWBILITY-ALIEHA'fEO�PR�MI9F� a. e�cius�o� i.namageto nraperty.s��ra��n Rz) is a a�ed. B. me rouawing paragrapn rs pe�e�aC Acm ExcWsbn �. Damage !v Prvperfy; Paragrqph {8] ollnia eoml�s7an 6oea nat aq71y il Fhe�premisssare'yaur worlf antlware ne�eroccup�etl, ienled w he� iw rent8l hy you. 2. PROPERTY�AMA6EEJABILifY-ELEYATOASANh31DETRA6KAQREEINENTS A� E<cq�elon �. �emage{D Properly,par6gta�lss�3j, (4�, antl j6) Co nol apply;o 1he use al elavators. B. ExcWslon k. Oemege ca Your Pmtlucl aoes rtot epp[y-W: 1. 7he ua9 ot efevelors; w 4. LlebVtliy eseumed under a 6ideFreck agreemen[. 3. PROPEHT'fOpMAGELIABILITY-PROAERTYlOANE0T0'IHElNSIIliE�ORPEHSONALPqOPERTY IN TFIE GARE, CIFSTOOY AN� COMHOL OF7HE IN511RE� A. FxGuclOn �� emageio Properly, paraareP� I8J and (4J ere�delete6.. B. Cove�aga wider UYs proNsion 3.does rwl aPpIY lo'Propertydamege" lhet exceedsb?5.000 per ooccrcr��we ur gz5,000 annuel aggregale. q. pIi0C1llC"I' q�CALL E%PENSE A. Exdusion n. Retall ol ProdUcls, Wo�% orlmpaired Propsny doea �ai appty io �yxaduci �ecan expansea" ihel you Incurbr Iha �covered recaR'aF'your psoducC. Th�s m<wption ta 1ho w�lucion daes not applylo "protl�el recall arpeneas^ res�lung Irom: 1. Failurealanyproductamecoompiishiheirin�eMedpvrpase: 4. &BBch of wsrrenneaof Inness, qualiry, tlurahilllyor performa�e; S. Loesoieuslamerapprovaloranycos�InwrtedlofeyafnwsMmerepproval; 9. Ratli51fibu110� oi iepfapemsnl M yaur producl', whloh has�been iec.Vled, by Ilka produc�s w whs�iw�es: 3. EaprfC9tlrvMlmoFthpl�W¢d; 6. R caMition iqelytoceuse loss, eLou[whlch flny fnsured knewar had reesonto Imow ef 4�n inwplinn di Ihla ms�rence; 7. Aahealus,ind�dinB��damslgewcleanupresuliinglroma5trestosorasbeslascontafning m�tena�s; 8. RecaGolryuurprodud{s�'ihalhe�renoknawnorsuaga�deddeh�ctaolely6eceusee�henwnor auspBClcddBlOCt�� &npihBrqf'ya�r proquq�s�" hps baen foWl{f. B. Undsr5ECRON III - LIMITS QF INSURANCE, paragreph 3.is wplaered In 3tsentirery asieuows and paeaqiaph8. is�edded: 8. 'fhe f'roe3uem�Canpleted OperaNana Apgrega�e LImN Isxha moN we vAll pay for Ihe aum ot. �dudes oGpyr�ght0d �sale�al oi InsurMpa 69�vic0sOlNce, In0. pege2ef71 CG7863MY7 �ach nF tlw Mpqxdng is g�oan Iriswad: e, YawtiaWn�erwor[�ers pnfyvmUep9HpmNngdu0Bsrelzta�itolhecon6udcCyaurhuslness,os yCu�"emplpyee6: olh9rtha�e�lhgry0ur"enecutlrgpflicer6,"(ilymuereana[ganizallanoq�erthena pevina�ahlp, (ofnt �enlwear liml�d I�alNlRyoompnrry)�w yuw manege�s (If you aw e limked li�bllity campany}, hul ony lar aqs wllhn Ns acopa ol Melr employmanl ty you or wlnk+ psrtom�g tludae �elated 1o1he conducl utyour huslness. Noxreuer, none oF Ihese •emplarees" orYoluMeoewoMe�s" arelnsuretlior. S1j 'BodllyfnJvry'or'per�neland�reBsinginjurr: (a) Toyou,loyaurpflriner�ormemtlers�lyouareepnrinerehiporjoi�venllne),layouf ryrembere �Hyauare�a Ilmlted IInINIRY �mpany), W e co-'amployee" whlle In tl�acourseof hl6 C� hBr em[ibynlBnl or per10�111� tl�liBs rgl2ygtl [ntl1B Cart(Wc10l your� huSine63,1i1 �o yaurop7ar^votunmarwarkera�wt�tlqpertb�m�ngaotlasretatedmthe bewuctoFyour Aueiness; �(b} Ta�Tea�nuse,�drlld,parenLMotharmafateroflhetto-'employee`orvoluittea�work�ras a consequerme o� peragraph (tj{aj e6ove; (aj FvrWnkhlherels�anyo6lEgatlonioahe[etlama9B%witl+or somuon�e�sewho�usl pay demeges be�use nl I�e InJury deacrhed in peragrephs [�a) w[6ja6ova; or (� AAsingoutWhlsorherpraNdirngorlaflingWpravldep�oF9aslonaihoai;hcareeeNicas excePt es P�+Ided In P�ovtNon 1U. atlhLv�enda�seme�. Ptr�rephs {1.J(a}, �1 j@) sntl (1J(c} epove tlo mt ep�y ta your'empSoyees"who am: [1) Marreger� IHI `�Pervlso�s; (mr nlrecmra;or (N) Offhers; wlth respeot Ia todlly In�ury" to e.ca"am�oyee". (2j 'Pmpe�ty demaga" to praperry: (aj OwneE, occ�pied ar ueed by; (6) RenteU lq in�ihe cere, cusladyormnlrolaF, or over umich physlcal corrt�a� isbeing exercised to[ any purpose by you, eny of your "employees,"Vo7uraeerworkers', anyperh�erw mamber (I! you are a partnershlp nrJolm venture�, orany member�if you are alhnned ilahmty campany). 6. My person S�rlhen your'employee' o� VolurrteerwwkePF, oranYanBaNzalkn wlilte aui7ng es your real eslate manaAsr. C. AnY parsan orargenixatlon heNnp proper�emporerycusmtly ofyourpraperly If you We; Bu1 anly; (Y] Wi�frespecimlhaClllryarlsdngoutoTNemalmenanoaorusealthatproperty;and (� llnillyour [egaf reprCeenlBlNO h9s Geen BppulMed d. Vour legdl rapreeehtativs @ y9udre, but onry wilh reapeCLta a�nas as.sucn. rnat �epreaeniairrcewni heve ail yourriphls arW dutias urker tfiis Coverage Fomt. B. Ymer subsidia�les II: (1] TheyazelepallyEncarporaLetlen4ties;end (� You rnm mareihan Si3%ol tha voiinga�ock in such suhsid3erkw as at tneeRectivedata.ol lhfs policy. II such su6sirFertes are nol�chowninlhe Dedaratlona, you fnuat rsawt Ihomta is wilht� l89 tlays aF H�e Inceplhn of your v`Iglaffi policy. �dudeS CupYp9�d E^alBNe! Of IngufanC9 $ervfc9a ql�iea, InC. Page 4 0111 C� 70 Q �9 t7 a. �amapes iaaer CDVtliAc�E A 90�1LY INAIRY ANG PBOPERTY DAMAf�E RIABILRY he�ee o!'bodfly Injury' and'propedq damape' Ineluded In Vre'pro6ucls�compleLeC opera7long ��d" and b. •PiadoctmeellaMpanaes`. 9. SuylBttlopara9reph5.aboveEollheCGLCaveregeForml,y�i,000i51nsmosfwaxnnpaY�twa�� eeducx recal� e�enses' a+�sing wn ot me seme tlefear or tle9dancy. 9. N6NQWNE� WATEPCRAF� Ewl�s�ung• Airc[9[t,.Aulo or WetetcreN, paragreph{2) �deleEed entl [eplaced wilh Ihe fallowing: �Thls aKclu6bn tlo96 nol apply lo:i �7) A waleremn Yau du �wl own �hst Es: (a} Lesslhen7sreetlona�end (p] nx�steingueedto.earryanypersonerpr�pe�tykracharge; B. BLANKETCONTRACTIIALElA61UTY-NNL90An& Under 5ECilOT1 V- DEFINIilONS, paregreph c. oF'Insured CanVacl' Cs deleted erid roplacad 6y tho fallowhlg: C. Anyeasemanla�llwnsa�ep�eeme�l; Under SECTION V- DEFlNITIONS, parag'�h �.�i)�o�'Insu�ed GvnlmcY" �s dete7ed. 7. CpNTRACTUALLIABILITY-PEASONAlANDAOYERTiSENfl@IJIIRY �ndec�SEC'FION l-COYERJiGE B, paregreph2. F�ocWSlonR t�egraph e. Canlractuel Llahl6ly �s defeiea. & SI1PpLEMEN7ARYPpYMENTS UndBr 9ECT[ON I- SUPPLEidEMAAY PAYIYfEN75-CDYEAACiE9 A ANO B, paragraph 1.6.Is tlelgletl arM eeplared vmh Ihe IoLovnng: 1, p. llpinE5,0001arcoslMhellbonAsrequlredhecsuseofeealdenfemVaHEolawviolalionsarislnpau[ of Ih9 u6s al any vshiGe p w}liCh Ihe IlapEily In�ury Li3hilig G�erog9 eQPflns. Wedo,wihevole �umish lhesebu�da. 9, BIiaA�ENE� WH013 AN IN9UFE� 9ECTiQN II-WHOIS AN IH8l1RE01stlele�etl andreplacetlwl�h itie [oSlnwing: 1. II yu� are dea[grrated Inihe �eclereilqnsas: e. M Indivttlu�l, yn� an6yo�er epouee ara Ins��eds.6�� anlywqhrespec� �o ihecoad�al e b�aFness a1WRtlehyou azetf�esole evmar. p. ApaMmshEporjtl�nl�enWra,YnueieeninsuFed. Yuyrmemhurs.Y�rpanners,endlhelrsrwuses efe also msur6ds, put0�ty wilh fespect lolhe c4hd�C.1 a� yaur6us1�ee6. c, nnm�teeoahunr�va�r,vWa.eantr�su.e�.ruu.mamhersareaisvmsureas,nnton�yvntl� respaclfatlia candud ol youi duafness. Yaur manngere a�e �nsweds. bul ony wiih �especl tp the�r duEes_as yourman�ers. tl. Ma�penuahon other tnan apa I�enlp,]o�ntventura o� B�I IiaGtQy cmnpsny, you a�e an insured. Yaur"execuliveofh'cers" entl CIreC[wsaze&isuretls, Mrlanty w�lh mspectiolhehdut'resas your oHlcers vr dlrecWrs. Yaw sWekhoWeia are aisa 3r�su�eds, b�tany w[ih respec[ W 1he�r ue6iI41Y 8S91OCWloltlBfs. Irnc7udescapyrighletlmeierlelaf Insure�reBSerNoet011lce, i�. C�70G9W17 Pag93o177 }. My peraon warpanlzalion, Indudinp arcymanagar, mmer, lesaor, marttiagee, asUgnae ar�eceNar al p�emise5, lowhumyovareo6ilgaled under awiilten wntracl W pratitle inau[ance euch as is aNnrded By NIs pol6ey, but anry wM respect[o I1e6111ty aHaing w7 o11he ovmershfp, malrNenance or use eF thai part of anv P�emiees m 1aM laasetl �n you, Indutlin4 ��n or puhllc areaa aiwutsuch premLsesarlend if sa «+ired In fhe conl�act. �'�+e��, � s�+ch�pmyan wargenlya6qn Is an Inswedwilhwapal b: (1j My'uCCw�eRCe'IrtdtIlM9gWaC92fterypuC9a69meC�pYwIBa6elh�tMe�&aS4rland;w �2] StruduralaRleratim�s,newmns�rvetlonar�demotnimnmperatlaneps.inrmedbyarnnBehalla[ svwh person !x a�ganlsa�lon. g. Myslalea��pa��UEaAsubdw161a�nuto�lya6r0cp9�lGlagaM1lldblHryint�rrepbylheSWtaarpolilkal au6diNalon solely Letause ll has lssued a pemdt wllh respect lo aperatlaru perfoimad 4y you or vn yOvrEehall. Howsver, no s[aleor pollticel sut7dNlalan Ia an Insvretlwith reapecl io: (1f 'Bodllyinjury'. "pmpwty dmn�a". yeisonal erri ativertfsln9 fn�ury" arleirrg outof operatlana perlortned mrthe stalewnuniclpaflty: or {'� 'Hatltlpin�u�+'u�"propaltydemage"intlutlediNMinR19"pfotluc�tB�complBledopBradons h9rard.' h. Arcy gerson�w organizatlon who Is 1h81eswrofequlpmenl leased lo yau, ta Wnomyou areobllgaled 4M1e+ a wrillen exrn4ac! la prervWe ireurance such es h elfoMed hy lhls pdfuy, bu1 onry wAh re5pecl Lo Ihefr IiehilAy erla�np oul a[ Ihe maintenence, operetlon or use of suchequipmenl hyyourn a 6ubconkqUW a� yeur 6ahnilwilh your pemSssiortsnd u�deryour suparvisien. Harever, if yav hme qnte�ed inlos construcUan aunlracl au4jeok 1n SuhdiapFer C ui Chepter 151 nf �h6qe C ot 'fille2 olthe TeMes Inaumnce Codevv�h IheBdtlNpnN 3nauretl, Ihe h+suhnrs alladstl to Such person(s) nr nrgenixa[ICnis] oniy eppPee.t-0 the ez[enl Aeim4[eJ hy $ub�ep[er G of Ghepter TS7 oF 6u6[41e C M TWe 2 0l ihe Texaeinsurence Code. Nosuah peison ororganix�on, hovrever, Isan insured with respecl So any'oscurcenc� lhatlakes plers ekerfhe aq�Apmem.leasae�3res, I. Anyarcni�ect,englnee,wsvrveyorsnga�etl-6yyoumWerawrltren�cantraM6utonlywllhrespeedm Ilahiliryarlsingoutolyourpremisesaryav�uwrk' Finwaver.iFyauhaveenleredin[o�acarwUucUort ennRatlsu6�edto Su6chapter Cal Chapler iB1 W Su6fiRe Gol fi!e 2 uF1he Ta�ws Inwearwa Cotle wRh 4he 4tltlflfonal lnaure4, Fhe�lnsueence elfaNe�l lo sv¢h person onlYBPW� la Ihe extent permltletl try SWcl�epter C�of 1he ChapEer 161 ot 3ub7Me C of Title 2 of 1he Te�as Insurence Cotle. Mo mchilecl, engineaf, ors�Neynr, however,isan Msuredwi�fi respect io �6odlly injory,- "p�ap.raty damaga: or"peisonal�a+Wadvor6sdnginjwy"arisingrsufa�tha�o�tleK�gota�the�(a�W�atoro�dsr any pmlessianel seMces hy or [aryw, inrdudlnp: (ij The pmpa�ing, s{puruving,m le�fng Inprepsre prnpyrwre maps, drewE�s, opiniona, repwls, survays, change orclers, tles3�n� ar speciFkxGona; or (2� SUpervEypry, irnyeCli�l, w BnpSne4i�rq sel�'iCes. This-paz'dgraph i. rfnes nntapply H A s9pdrdte pddiNangl Ir�ured enCwsemen7 proridi� Na611ity coverage Mr awhllecls� e�Alnea�s� Msurveyors ang+�ged hP' Y�u Is attachad [e tlre P4nhr. ll the rnillen ranl�aclw wnl[en agreema�lS requlfes primaryand �nconkihulory caverage,lhe Insurarrce pmNded bype�ag�sP� F. Ihmughl. e�wva Will6e Arhnary �na rwncwrtrlGu�ary relalNe lo oiher Inaurence avaflaMe to the addllEor�l insured whlch covers Ihet person ar organrsatlon as�e Nametl Insured, ersd wa wIA nol aiezre Ywth thal otherinsurance. Any�O�gd��e6tl0� s�u newly doqnlr0 pr fnrm, plhefthd� B pN[nprship,Jpint��enturs Or{Im%ed na6n�ly companY$� pver whlah yau m�nlaindrmersMpor ma]o�ily imereal,vulil quaiHyas a Nametl insuied N thereis�rmalherslmFluineurenceevaMatlelo�thalwpantxallon. However: a. Cove�age uMef lh�c pro�lbson IS'�fartletl onlp UnUI [he e�tl of lhe polky pe�loa; b. GovAraga Adaes not apply�M •LOAIIy Ir�ury" or'properly damaga' 11wt oaurted hetae you acqWred or Fom�ed 1he orpaniralion; C0 70-63 09 17 Indlttles e0pylighfetl mulari9l W 1n6uranCo SBrviOBg p1A(a, Inc. Page6 oi Y 1 c. CrnreregaBaaesnMap�RY�u"paraa�alandadv�r�pinWry'arlsSngo�notanoHe�acammlttetl b@IOfB VW BOQYIfO(1 Of �Ofl�Bd EhB O�Qd�l��d�0�. d. COveregBAQOB6notapplyto'"AfGtluClfBcel�Bap6rwe'e'�d�g9�i419M1ywl�hdreWe101foee71he1 oecurred balaie youaoquired orionned�lhe orga�zalion. 0. Any peraon ororganValiaf [refeRetl l0 6dow ��enda�jwilh whem yp� agr6etl under ar,viklom m�Vast ro pmvlde Insurence iasn Insurea, hul ontywi�h raspact to'hotlilY �iury af'peapertyaamape" arlsingnW pi'ypur pratl�dg' th;t Are tl��6uled o� svld In Ihe reg�far uaufse ol lhe verMOls 6vaiPess- H4wev0r, rro surh pprcyn oror0��d�-ls�en Insured wRth [eepect lo: a"6ndlty Inju�l'ar'prapehy tlemage" fmwNCh [ha vemta Isodigaled IOpay tlemages 4y reason M ths esgump[ion Ml3ekyAily ina canUed oragreemen4 Thk exeWaion Ooeanal npp7y to kal�i�ly �a� damagea ihet 1hav�dur wuuld heve Irl Ilr� sb�ence at Ihe aonhaq or agreement. C. 14iy ex�ess warranly unaulho[�ed bY YOu; C. My phyakal or chemrpet d+an9e In ^yau� p�aducl" made �nl0ndonelly hy Ihe rentlor; d. Repackaplhp, e�¢epl whBn lanpackedsolatyiarthapurpose ollnspaeLan, demv�sttertlon, �setlrq, or U7ewbsdluGon o1 paile u�er Inshuclio�6lrom lhe manWack��ef,�a�d lhan r6paek�efl in Ihs oAginal coms4in; e. My Isilwe te meke audn i�epectlo�s, adjuatmenla, tesls a� se�clnp as IF.e we�dw hes agrP2d ta mak9 w namally uadBrkaNes to maka ln �he uwat course of bu6lness, In connection with the dlslribuibn prsal0 of ywv p�atlucls'; f. �emtl�87ratlen, f�fatlatlari, servld�g�or rapalr operaVans, exceplsuch opemtlana perlom[eif atthe VeidalsRremiaes Inm�m�ion wlth ihesele ol the'your prutluce'; p. Wpurprn6uds"whiCh, atter d1s416ulfon orealeEy ya�, have 6een latletetl�or relabelecFor usBd eca �n[alner, pa�t w Engrepientaf �y mhef 7hing orsubsiance byar fo[ [haventlar. h. •�Iyln�uMor�propPrtydemage"arlefrqpulofthagolenegyperwe.otthevendorfarlts.ownacis or amiaslana or Ihwe ot 14� empl�es nr aaiyone elso aaing nn 0e CehaS1. Hawevee, ihls exc4rslon doc. mtapWy m: {1) The sxrapllwia wMelned[n eutip�ragraphs d.af}.; or {2j Such1�6p9c�ons,atl]ustmams,tesl9araeroftln0.aslhevantlorhasagreetllomakear-nmmaNy u�tle�lak9s la make �n Iheusuel mu�ce p164s��ess, in co�uiedlnn with Ihe tlISE�GWnnor sde OI�heA�p(14CLS. Thls pa[agrapii 9� doss not appty 10 any E��iredPersun or wgae�l�s�n M1uM vthfnh yau have anquNatl yaur pmtluats", or any IngredEeM, pan, ermMeiner, entehng [nte, arser�panyln��o��obalni� yow preducls". This pa�egraph 4. aha�does �wl app�y I�e separale Md�onal �rgured anda�semenl, p�rn�d��g IIahHlty cover9gB !m"liodly injur� oi'pfopeily damage• erising oul o1'yow pmducl" tha[ Is tllsN6ufeb w saltl in Iho repular co�reo- of a vendad66usiness, h altacheC Po 1he�paficy. ko peemn m orgaMzatlon la en in�rao' w11h respeetia lhe capduct al any cunant w paW paMerchlp, �olnt ,ren14rB er Ilmf�ep li�lily C9mpeoY �het is not shown as a�Nametl In6uretl Irs lhe OedaraGons. 10. INCI9ENTAL MALPRALTCE. LIABILfFY As respaets provlalan 4., SECfION II - WHO IS AN IN9URE6, paregmph R.e.(1}(dj does noe apply m any nyrse, emer90nGY �Cal te9hnidan Or PBrdmetliS emPWYed �Y Yau ta Ptovld0 med[Cal ar PazamBdCal servkee, pmwaoa �haryou era noe engeaae�rn theoua�neasar oaa+pe�ron ntprovhRngauch sarvioas, entl y0l�f "9mpqyg9"dOBS nOk harBany p7Yrerl�au�dncBingerwouM a�a4��0� �alms arte�� 4ndar thm provFsbn, wkeiiierl7ieolherimsurenc i3piimary.excesv,contirgeneorena�rydher6asis. U�der SEG710N III-LINR6 pF INSY1tANCE, prqrisiu�s 11. [h�uugh i4. ai this erdursenrens Nne�d �he pnilcy as fillows: 1'I. A4GREf3ATE LIMlT9 PEEi PkQJ£CT Thv Ga�a�al 7.ggregaie �-Im7c appHes separalely lo ead� ol yourcons�n�ctlon prpjeo� exey hom qamisav awned by or rented ta yau. Irtdudas copyYrg.Med melarlaiul Inwrence Se�vises Olfice, Irtc. Pape B of i1 CO70 Sl Ru 77 12 0.(ifiNEAATELIMR9AEHL000.FfON The Generai Apgfegals Llmil appNes sepereley 10 each ol your locellons. 6ufanly when �equlied Ly w++nen wnt�eclE� wrille� agreemBn4 As rBspse�s Ih�e pr,wiaion iR., you� locelionc ereAremises you own, re�l W use invo4vinp Ihesame�aP wnnw�� 1�7s or premfaea whose pannedlon Is In[e�rupffid.anly�hy a atreaL roadway, walaervuay arrlgMaFncy qi a rallmad. Hwrever, yoqrluns�fons do no[induiaany preMses where y�w, nr olt�ersaoGng anyour behaN, ex poNarm�ng conain�clien opemllons 73. INCREASEU MEtIIGAL PAYIdENT9 IIMIT3 l6 $EG710N III- LIMfTSOF [NSIfRhFlCE, pa�aprapn 7., Ihe �led'raal Fxpairae tJm�l, iasueiecl loall Ihe terms al SECTION III-I.IMI75 OF INSIIRANGE e�W Is tha.g�eeler d- 7, 570,000; or 2 The amour�l shurm In1heOBGrva[lansfw Mg�rai E�pai� a�Llmk. B. Thts pravlalon 13. does nMepply'rfCOyEqARE C MEUICpt PAYMENTS lnexd�dnd allher6y the provfelon6ol th9 CoverQge Fomi of hy enCarsement. 14. DAMAGETOPAEMISFSRENTEi1T�Y�U-3P@CIFIGPERILS�AN�INCRER9E�LIMIT A. The word E§e la chanped la �peciFlo perNs' where d sppaars In: i. The lasl peeag�aph o[SECTIflN I-CUVEHA�E A, paragreph 2. Exclusloos; 2. S�C7'IQN IV, paragrapU 4A. EYcecs Inourance, �, ih9 Limis otlnwianceSMwn in Ihe dC47a*aUO+�s wlll ap(nty �e�llaamapepror�imaielyc9�setl 6y lha same event, whelher sucn dameQe �esuils lrom a'spa�3rk pe�7' or arry wmp�netion vl 'specxk pe�fis' C. TReDamaga7 PremisasRaniediaYoutlml�daacrlfiedSnSECT10Nlll-LJMITSOFIN9UN4NCE, {wapreph 6.. ia roplacad hya nsw{imit. whfch fe Ihe.greater�al: i. $1,.000,006;or Z 7he emouM shwxn In 1ha Dedaraliom Foraeme9e Yo Premfaes flented 7oYnu ltmR. o_ Thlspra�u�an�d.Eoes'wSapp7yitk+e�a+�age7oP�emSsesReR[BdYaYouLSnitnl$ECfEDNI- COYEHAG6 A�s e�wlucled vlther by Ihnpio�ons of tha Coverage Fo�m or 6y endorsan�ent. E. 'SpeoMrcParils'mea�sfiru;ilghlninp;axplosb�:windytormo+hab;amoke;afrc�a�lorvehkley;HptG�-d+� mmmoSion; mndalism; IeaNagg homtiro exbngufshinp ¢qufpmenl: welgM al�stimv, ke vr sleel; or ivater tl�11�q9'. iY81Bf GB�RBgB`{I�Bdn9 6rnJ $9plal �a^Jfa�ge orlealmgB oi walgrwafeam as Ihe �ireCl rBs�lfl oF7hB 6r&aNinp or pacldng of-anY F� D� a-syateRi of �piiaflce cn�rtan�ng wa18f org�am, 15. BROA�ENEU LEtiAL lIABIL{FY COYEBACiE FOR RANULOAU'S BUSINESS PFASONAL PAOPEATY 1lnderSECRQN I-COVE[iAGE A BDOiLY ULIURY pND PIiOPERTY bAlIAG� LG161LlTY, 2. ExeWe�ans, I• �amsgeto nroperty. memacpafagraph rouovn�g p,ragrapn (6�[saele�ea sn8 replacenwnn me momr�ng: Paregtaphs (7), �� antl (4}otlhls orcluslon Co nat epp{yta'pmpeity tlam�{e` (ather Ihartdamage hy IIre) la alandlorda 6uslr� pe�sonel pmpany�hat Is sy�h�ecs tu, orpe2ol, apramigeslesse or ien�al agreemeMwlih ;hae ian�lob, ThemoatwevAllpayfordamege9underthisprovl�lonlS.IsS�0,000. A§256deduci+deappAes. llfldoe $ECTION N- COMMEqCIAL QENERAL LIA91LITy CONORION$, pra�sbns 16.Ihrouah 1& a1 ihis ertdersomentamend Iha pWiv/ as tollu�vs: Inpud65 oppyrighted m�leriql ot InSu[anCg S9rviCas OfRCe, V�c. C� 70 fi:7 0417 Pe9e T� 71 9& BROA9FNECKNOWLEU�EAF6CCll9AENC8 llnder 2. �quCS III ThE EVBpI Di OCC41Yd1Cc, �NMiBe, CI9i111, OFSviI, peragrapha.is-deluM1etl ard replaced en6paragraphse. end f. azs�edtletl acimllmre: B. Yau musF see Lo It thal we are notl}led as soon as pracdcabla of a�'ocavranna af an�ense, reper�DessWiheamounl,whfchmayresultinaUa�m Knowledg9oFan'occurtenCe'oraria�anse4y yaur'emplayoe(aJ"ahall nal, ln itaelF, consciute hnowletlga [o yau unless one of yaur parine�c, memCers, �axecutivgWlk�n,"direclara,ormenagenhesknowladgeofllia"occurconce"o�oH�nse. Toiheexlent posslhlw nmlce shoukllndude; (7] Now,when�dwherethe'ac�srrenw•arqHenvelookplace; (2) The nam� and avd�essas ot eMj injuratl Pa�ns entl wdnessec; antl [S] iha Raoire and loratlon el anylnjury ortlamepearlsingaul of 1ha locource�we"ar onense. 4� IlyuurapONan'nccunence"fnyourworkenopmpenSatfanae[Aerthatdevehopslnlaelia6iiltyclaimlor whl4rioovare�e Ispmrlded hy this Cavarnpe �orro, Fa�ure lorepart such an'�aoc�rrence" [o oa ffiIhe timo af Ihe •acwuenoe strall nol Ce deemed e vloleVon oF paiegrepMr a. 6., and c. ehove. Ho.mver, yox ehall glve wrhlan rwtica oi lhis •awrrence" la us es sOaR y� 6eceme�eware ihat �hie'occ�rrenre• mey be e llaWiNy cAelm iether then e wo�Ners campensallort c�afm. T. Yan mual see [o N tl�at the fallowing aza done In tha eveai! ol an acival ar artRcipetBd "aove�ed recall' Ihal may iesWt In "produra reca41 erpanse` (i) C�veusyrCmpinoticeaFenydi5coveryornoUllcsAonih2t"yourprodVct"rnVslbeuklhdr� no� iennlletl. InrJuda e desaEpSlan ol"yaer produoC end tha reeeon far IhewitledrawaFw rewlf; (2} Ceasearryhxiherreleaae,nhlpmen4cansfgnme�[wanywlse�methodufdislr8w�dlikeor s�mllarprod�dsunBl h ha6 baentletermSnetl ihat allsudi protlucte afe free Irom tlefeem [hatcauld beacause ol losa underlhe insurance- 17. UNINTENTIOHALFAILUE±ET��I9CLQ$EHRZAR�S Paragraph 6, Repfasentailong ig daleoed and replaced wlih �he lollowing: 6. Rapresente[lons 9y arraPtln6lhin p91kV. Yau eyree: e. Thssiatements In1Ae Oecte<a[lane are aow�ala ardcmnplele; h. ThDeaekglemenisareb�atluponrepreapmatiansyovmedetous;sntl- c. We have isauetl Ihis poliey in relience upnn your represenfavons. We wtll rtot derv/ eoverege under ttils Coverage Fam i[yau unin[entlunallyfalf to dlxlose�a9luzards exlalimg ea of tha IncepGon da[e ot Ihie palleV•You must raport �o va eny Imowledge ol an e��or.or amisdon in iha tleacrlp�fon ot eny prmnfses ar ope�a�fons.ir�nded tn qe eaveml by lhis Camiege Fermdsswnespracti�hlealler��le�nva7- HaWever,th7spmrlslontloeanv�aNec[aurrtgTctu cai�ocl addltlanal p�emium ur axsrdse aur��gllt ol canceiialPon af nonrenew2l- Fb. TRAi[SFEflOFB�(iHT9�6LANHETWAIVEf70FSU0RppAT16N) Persprnph&.7Y44sferpl Nghts UI qecoveTy Aeallts� bthere To Ue fsde�a�ed &nd replase�SwNh Nie following: &!I the hsured has rtohls W�aw�er a�! or paR of eny oayma�l ure have ��atle untlar lhfe Gpv9eeye Form, tho59 ��gMaa�eE�a�sferred � Us. Thefny�retl must da no�h�ng eHer loes �o Impslr them. A1 aur requeat, lhe�insvretl wirttlAng'auiY`or Irairefer those righls lo wa�6h9�p os enfvita Ih9m. Hpw9v9r, if 1he Incured hacweSvad rigfita to recoverlhrough amltlsn corNact, orif yourwv�k" wascammen�d urdar e laner o� Ntanf or wmk ordae, su6�ec11a a suLsequerR reduclion lo mldng v�ilh cuelomeis whoae Cuclamary oon7esls requlra e walver, wev�ah�e enY fight a1 recovary we mflyheve unCer lhle Co�amga Fwm. 79. EXTEN6EOHOTICEOFCANCELLA710NANtlNONRENEWAL Paregrapli 2.a. o!-A, CenceDeilon of Ne COMMON POLICY CON�ITION$lidele�edantl repFacetl rAln the talWwing: h. bp dRys qeWre theelfec7ive tlq[g al �ha cancellaqon ilwsceac9ltor &�yW�r r�pespn. llmler3ECTI0N IY-COHIMEHCIlLL GEFfEHAL LIRBILITY CONOITfONS, Paragreph9. When We tlo Not RB�BW��S tle19IeU dr+d �dpGed wlth�ihe Ipllowing: 9. When We oo Hol Henew a. Wemeyele�n�rorenaxrthlspolfoyapcept,[haz�undef�ep�Welorv¢altheTeaaslnaurance Coda, we may nol refUselo 2newihla poll�y ao�ety beomise �hepo7lcyholder Lsan ele�ted affsfsl. b. Uweeleqna.Earenewtp�spoloy,wemaydosnhymalYngardetve��gnptl�e9ratNa,nerllnsuretl, al li�e fssl malHnq addreSs knwrn la us. mlllen rwllce d TOnrenew9l, slating 1he reason for nonsenawal,�al least 60 tlaya.hefagthe expiraliontl0la. M noUce Ic ma4latl arAefi4ererl6e�s than &� daysbeloreme eapira[bn da[a, thk palicy�vuill wmaln fn elled�niil Na 61si day alla�ihaGete on wh�n 7Pe nrnice fe mafletl artlelive[etl. Earnetl premlum for airy perlotl o1 eoverape Mal ex[ends Geyar�d mgezpirdi[on tlgle wfliEe mmpu�ed pa r2Eabasgtl on ihe p[avlo�6yeafs �amF�m. a li notke ie mafled, proof ol meillrtg w10 6e auM6cEentprool olnaake. d. 7i� trsngler�W a pnllayhol�fe[ batween etlminetl Companles wilhln rhe seme IneurBnca�pras+p Isnm [aMB�dBi$d d �91Y68� E018hBw. 20. NOB�LE EQUIPM�NT fiEF1EFINE9 llnd�r9EC'iQN Y-�EFINYilONS, paragraph t2.^MOAIle erplpmerx', paregraph t. �t] Eoas not applyto sell'propelled vehlcles af laxa 1Aen 1.OP0 pounds giass �ehiol¢ wafght 1� Me.�wl de�gned-fw hfghway use. �i. lW61T01iAL6EFINlllphkS Y_ SECTIONY-OEFlNIitON9,paragr�h4,�rt:nveragammbry"IsrepleCedhytl�alo11ow1ngdeHnlilpn: "Ca�age ieMla+y' �eans a�ywh0�e �� tha wa�id wuh rBypeCl �o IIab�Tlq ads��B eut �1'bPd�ly injury; 'ProPo�Y��9e.'oi'persan�da�dadyerpsingsnju7: in�ding'.personnlundaAverUsirgln�uy. ollenses that[aNe pfaee 1Nough Me In�met w afmlfar electronlo means M communlce[lon prevMed Ihe Insured's respons9alily !o pey demeges i� delermined M e aeltlsment lo which we�ag�ee a irve "suiY' on Ihame�iFs, in Ihe Unitetl Slalesal Ameiica (includin9 Hs IerrMorles end pos�easions),PueM flicaand Canada. 2. 5ECTION V-DEFlNITION51a smancSetl �y Ihe atltlMon a�the fdlowing tlefini�lons: 'Cavar�d recall" msarea recal! mede neceseary 6ecs�seyou or a governniembodY �deterr�Md Ihe[ aKAewn er suspsC�atl [feFen, tleHdenpy, Inadequacy, or tlangerouscanUMan In yaurpmtlucC has �eSuMedorwili resuk in �Uady inju�y ar "popsflytlamaga'. °�OduC[ H9Call6zp0nsag" me�nonly re2&9naqla a�d nBCB&salfl�axVBCas�s, whiCh r6sykimm qr er9 relalad [o.lhe recail orwphdrawal 01 ynur p�adueP for a. Telephone amf lelegraph�c mmmunioatlan, sad�a oride�n�onennpu�emenls, wmpene� Hme end fIB Wd�18PBf BtivB�sirg� 4- Slalbnary.emefapea,pmdu�ionotannouncemer�lsandpoylaga�feylmiles; C. Remu�eretlan pab W fegularampipyees for nsc.e.�ary Weh�msar aulhu�zed Vevel w�pense; d. Tenq�orary�h�mm�Bbl'Youa�hyagemsdaslgna7�Aypou�olpe�so�te,rnherHwnydrrr9gufar �P��Ye�� n peKorm necaveiy iaska; e. Rgntel M necesspryetl�tlon9l wqrehousB orsl0rege Space; f. Pxksging e1 ortra�poneilon orshlppingal tletaoNve protlu[demiTe loratlon you tleslgne[e; aM g. IJiepnsalpf�roUrprotlucls'�h�taannpl.bB�gusbtl. �18(,��Ve�ansBeGonolinclutle: �1� E�ensearhaleKaeedtheoiigNalone[ollhemalerfelsFncurredtomenufedureorprocesa s40h p aduc[; and Ind�de.s-cppyri9nlad ma[erlel oF Inswance Sa�Ncos OIFlc9, ine- Indudg5 Gppn�fl� m�7erlgl pl Insyi9no99erv[eBa OIM1Ce, Inp. pege8of11 Cfi7�p0417 CC70630977 Page9af11 �2} Expenaeslha[ ezcae6lhe coet oF nmmal tresh tllsoaMing or tlisposal, excepl esare neceswry to avWd "badily inlwr' or"properry dama9s'. 44. NEA90NABLE F6ACE-BOORY IkJUAY OR PAOPEqTY OpMAUE llnderSECiION I-COYFAAGEA., peragreph 2. Exclusiane,suhperagraph a. ExpecledOr Inlended In�uryl6tle}�t9tl entl Y9pldc9d wryh IhB�alawing: [fhis Insu7Br�ce does not epp3y lo:� a. E�p8ol9d Dr Inlentl4tl In�ury '8atlily In�ury' or'qmpany tlamaqa" ezpec[ed ar Inlentlad from Ihe stentlpolnl al the Inswed. Thls uKcluglvn doee nol eppty ta "botlfly in�uey or "properry tlems�e' iesuNiirg irom lhe use W �easnnehle iorce W Orateel personsorpropeRy. Z8. HflDA4ENED LIA60.fTYC0YERA(�E FAA PAAFA(iETO YOFIR PNOpUCT AND YUU9 WUFK A. Undar$ECTION I-CQVEAAG�A., p&rgg aph R. ErCFyglOnR Btt�ud�0� k. �e�legB IO Y6�1 PrpdUC! aod e�tluslon I. �emege ie Yaur Wefk a+a tlaleteU antl replacea wlm the roflowing: j7'hls.ins�m�e doee na epAly !07 k. pamapelvYourPruduct "Pioperly tlamage to'yOw produGl" eH6�nq Wt a7 N M ahy paR a 4, as4epl wh9� Cdused by Or resulWg fmm: (1j Fire; (2j SmoHa: �9j 'Collapse ; or S4j IE�loaion. Ynr pwpoeee ot w:duebn k_ ebove, "adlapae" mesnesn.aMvpffellln9 downwoeving in d a hulidtnq pr eny p9r10f & puil�{Ing wlEh the re8�ltlhat 14e bulld��g � pBR of 1hB pullding Cennot 69 ot�vgled Wrqs Intgncted purppca. I. oamsge to Yout Wark •Pmperlytlama0e m"ynurwerk"erisingouloll�oranypatiolitanrlineiutlselntFe �adudtl+Amplat6d pp9rdlW� h�rd'. Yhls B�clusW� CuRS natBppYy: �1} Hth9damapetlwor�orinaw0�o�lo�wh5chlhetlamagea�EeSwaapenametlon�ruurbeha�l Ly a�bconUaoSo�: w (2j Il�the cauae olloes la Ihe damaged wo* m7aes as�a resWl 01: (flj Fira: (6j Smuka: (cj �EWlepse^, or {dj �ploylpn. Fw wmosesuFexcluyion I, ahove, `�dlepye` meansan a6rupt Felllnv du+sn orcayfngin ql d Buildlnp aranyperl nl.e 6�IItllr3g wlth �ha reaull Ihatthe huildlr�g�or pad oI Ifre huildi��aimol6e xouv�ed �ar Re.�nrenaedAuraase. 9. Yhefdlowingpa�agraphlsadneamSECTlON111-LILAITIOFIN9URAHCE: Indutleccapyfgh4sd ma[e�a� al Insurance Senic:es �ffica,lnc. Pdge 10 M 11 CQ 70 63 0917 NIXMEI] VH5URFll: MCCfmtlon CwsvvcUmCompeny, Ine H7LIGYkl1h5BEfN CpTi5B6B5 CUMMERCIpL AUTO CA 79 86 a917 9ub�eotto & a6ove �oF Ihe G[iL Crnerage. Fwm�, 51 W,[IOf11a lire mnsE We rri�i psY �^der Caverege A� r 1he sum ol damapes arislnB QN ol any orta tcaurtenc6'becawa of jxopertytlsmage° b'yau�p�mducl' antl "yaur wmk' Ihae Is causecl hy11�e, smake, eWhepse o� expioslon andis Irtclutled wlthin Iha 'p�otl�Ctqpmpewtl oporetianF Raznrd'. "fhla �Llimi� tloesnol epply lo'propeAydamage' lo "yourwolk" if �a demegedwwtc, o[ IFewarkoutof whi¢N �hedamege arisms, was perlarmed�on yourheheMbya sui�c,ahl�e{oY, 24. BROAOENEU9U�ILY3Mi1}qY COVERAQE Under SECTION Y- OEFlNRiONS, lhe delinilkn a1 tiod�y In�ur� ic tlelsSetl entl fe�aced wryh MB �ollm•�ng: 3. •Bodlly In�wy' a. Mea�aphya��: (1} Iry'ury; [2y Oi6ebllily; (S� Sld[neas;or (4� 4isease; 6ustw�atl by�a0e�eon, lnd�tl��g doal� �aeuiUrg From a�y c� IhesBa[a�y G�q. h. irvcludes manlal: (5j Mg�lsh; I6S �n�ury; (7j Humihellon; (Sj FrlghY,or {9) Shocic; direcMY roe�11�9 6am anY"�1Y inn+�V' dascribmtl In PB�egraqh 9.8. c. NI •tiotliiy InJuy dercr3bad In paregreph 3.6. shall bo tleometl�lo havaoccurcotl althetfmsSho '6otlIN fnl�ry' deax�Hetl N pare�eph 3a. �ccunetl. 25. tlE57aNAiE� CbR1PL�b PqQIEC7S-AMENnEb 11N]T9 OF INSUnANCE When awMlen pantracl orw�fl�gn aB�aempni 6olweanyau and anoiherparly iyqulres p�p�eco-apeGfa IiinMs�OF Ir�surw�co uxceeding tlmllmfls o1 thispufcy; p. mr-nod�ryrn��ry�ay��tydam�o-meaoW�Bwahr�amrop�'r��wamrwh�d�we�r�aea mverape; and e. ♦or yo��rceao�ned w;mm ine °ama��ea ��no� i��d^, a�a C. iorwrirch we psaviwaly iseuatl Amendmeni Of iJmi�s OI Irra�rqnc6l��lntl Pro]ec� Or PremFs9s) CA 75 sa e�#�e+�d�ning this-po�lcyterm ar�aprior po7�qruerm: �d 6. thal deyig��algd pmjal is norr rumplsle; the Ilmi�s oi Meurg,nce 6hown M IhaCG 7i 94 sch0dule w�11 repl¢cBIhB 15nfIS OPlneurane90� I�Is pplfGy fptlhe desipr's! � projeol end�wiH wntlrxie� aq+ly ior �he amo�nt.o1 Gme l�0 wrl4en oonlracl or w�i�en.apreemenl �oquines,su6�ecE W Ihe slaleslaMeaF repoaeal I�eprojact focation. YhaselimMs are NCWelve W entl rtotin atldMo� W Ihe replxcay tlmRa- Indudes copyriBriteE meteriel W I�urence Servicec Olflpe, Inc. C6711bSP717 Pege 11 oYtl NpME01N5VNEA MeClentlonCainv�tlunCarcq�eny,inc, pOLICYNIIMI6Eit CA211B895 TNIS ENOORSEMENiC11ANGFS TtfE POLIGY. PL6ASE REA��R CAREFIILLY. iH1S EtlOQRSFAIENT CHAN06B iH2 POL[CY� PLEA9E REA4 if CAREFIILLY. DESIGNATE� INSURED - PRIMARY NON-CONTRIBUTORY COVERAGE WHEN REQUIRE� BY [N5UR�0 COIVTRACT aR CE32TIFICATE 'fhls andwsameni modil{es�l�urencp Provided under I�e BU5INESSAUTOCOVERAGE FOFL'ul The provi9lms oFiha Caverage Fortn apply�wJass chengad 6ythisandOtsement. Yhis endarsamentldeififlespe�sai(sja organlzatlanjs}who a�e5nsu�ed' under �ve Wha IsM Insured Provlclnn d the COverage�Fmm. Th�s endorselnee�t.cf�ahgesl�e pdicyon fhn liiceptian da�e M Ihe pallry, unl� anower daog ig shoxm betp,v. EnaOiaemerA ERec1Wa: Counlers�g�ed By' 7171I2022 .Named Ms�red: MeCknlfoeCansfiuclbnComPany.Fn¢ USvlhorizedRe sen[eIIvel qo-ta entry mapappear enove. rcso, iMomiamon io wmp�ete mis enaoBemem ia fn menederanons.l t. Secuon II -uahmy Covem9s, A. co�erage, 4. wha IaM lers�ued fa ame�ded:o ad4� �Y Pereonnralganlaatlars wn�vmam yau have an'Insurea rnn�ract" wh[ch naqukes: L ihatperaonoforgsntra[Iont�6eaAdetlesen'Ireured'�entlerthls�polleymronaoeqliflcateW lns�renca;end ii� Ihls poliay b 6e pdmary and nonconVl6utory to any lika Ineurenc avallablelo 6�e pemon or orpenlratiart. �ad+s�pei.mnarmgar��tionisan°inse�red•forlJshinryCaveaga Thayarean"insuretl•ontyil7hatperaon arurpenlzelion Is en'lnewed'Lntlerin 9EC310N II oflha�CoveEege Form. 'ihe wnlrecl dehrean �he Neiired lereuFed end �h��.persmi�a�ganFzeriw+isan "Insuredmnua(i'. 2. Sedlnn IV-BuslnesaAuto Candttlona, 8. Gene[al Can�'itlans, 5. Other Inaurervoe, peregreph tl.ls deletetl end re�acedCythefullnwingPorthepuipa�eoflhlsendarsemen�unM d. Whpn cauerege provlded under IhfaCovefege Farmi6 efso prauided undBranotherCoversge Form or pvu y, ug�w111 pmvlde�mverdge an a p�imary, rwnSonGibutory hesls. rfx,asn�wa�arno� GQ[i1Mf_i�C�t,�L Aur W+�q�l[.� &Rq+�A �0ltIA E#iq{&��AEFiT' ThPa e�do�munt mudAlpslncnwnne �wuvldod uukr Ui� B08RIESSAl1TD COVER14GEFOR]A Wqh reepm:! [ewavnpn yedtdoil uyo,lem�3unemanS� p��o+g ��e Cnvare�Futn applyiminas xrotlifN.d tyiheendursemani. llsn M+mlum tnr �hleeixlnrenmenl io 8 8¢so.00 5 wl�U.ivf4WllE��eV�. +*cmwr.�wv�mr.oRraora_ar w�.rn.r.a.au�.+�ri�...r�.��ruwy�r.r. d. Myugaplxutlonyounacvlyaca�Loorform,WlcerlhanapuMorqdp,jdnften4vaorN�etlRaGIIHy cw�qartf� anda+n MRch yaumalntdnrv.uronidp wame�aAyF�lueal,r5� qudllFyen e Named Iriaired. 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Yaurmemders,IfyouaresAmiledAeYi&rywmpaiq,whlla�aingamveim�'nu6ayoudondownhwnr eanowandw�lepprfpr�Nnfldullesrsl�adbiheeal+duaofy v64slqea4orywrpersmaleHelR ti itrM1rr�r��Ms�ii.�fik�sYt��+r��i��tyt,��4�,M1��yt.tri. Vw� _�..�r ti�..w. W Y J�. W �..v �� J��1/.m �� i M,. F+��i tir.: ihia previslan tloas no� eonp: �t} �nhssfiawritlonmM�eotoropmmmemiaexednoaoruwycim9w[aa�adpAortotlio�oallylNJwy m'vt�c�rda��'S (2j 7Oe+ly¢Bnanoro�pnlVrnLUnlldudaaoaonNsured{ryenmJuqema�lulnlha�edarellolla,.vf {8� TnanY�of'nulas'Weu (a] Theleaseegeam�7rwulmcynubpr�dadke4oAm�lnyu��es(orlha3aasa; [b� 7he'slb•bfeustlw4MNadR�er,a� lndudeeCOpyRlg}�lq{Imglp�q� pf Ina�e�SaMie4dlke, Mc. Ind�des Wpy�lghted me[erial oF Insiuenoe Servica Olfiw, Inc. wffh iisygnmis�m. CA7118ii U9 PmB� �^!�+ �oj ihe7eesehelnWepplretl. Loeevtl'�Lm'cmrerttl�mdarNL� pmYaion wU docan�blBrarl cove�eil'eulas'youawn ustl nd �asreA 'eWm'youh�re. h. 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Wehaval�erigh�mrecave[purp3yn19ntairomanY4ng�ahlaloreninjurycw9radpythkpolf�y.Wawlllnoten[orce wr righl �eirut [he persan or orpanizatlon namBd �n Ih0 Schetlule, 6ul�is ivafver appllgs on{ywNh raspect l0 6odily fnkrtysrlsmg oW ol.Ihe apeialluns described in tha Schedule wilAre you are required by awril[en [onlmc[ to o6qin fhis KafYartmm us. Thls erqotEement shall no1 operele tllractly m Im1rx[y W hengNtd�yone not na+�ed In-Uee $�eRule. The premium for this endasement Is ehrnm In Ihe Schedule. Scltetluf9 �. C1 SaeolfwWaNas Hame af pe�cnn ar o�gsnlzalinn {X� BleidtelWeWei My person or organ'vetlan for whpm the Nametl hreured Fina agB9d hy wr3tlBn wnuac! fo lumish this waive�. 2. 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ALEAlERFMttCAqEPULLY. �a��t r�on�E o� ��ar�ce�r�►nor� PfiOVID�D 8Y US NumEarofOoyalloflw „__ FnrunY��1Y P&�tled reamn o�r+rfhsn nmr�ym.Nof pesmlum,IM numher W tleya �aQulrcd Iornolicn of m�ualAalon p Incesua lo N. numb.rof mw •MNm �n �ha sd.�duknWv9. IfNia poley fe �isre3lea 6y ua we wbsend U� Namatl�nw�.d em n�ry Ae�yyiSs0elln ye fdkwing ee3pAWe notlee mmmelletlon hoecd on ma numbnro� days neelre ahown a6ove. BCHEGULE NomoalPweonmO�gankodon TM Nnme orr,.eoner nre�� 4a�Y w�� u wgeM++dMn nordpu a ww�.� orumwnnra Bsued W ko4 PmN[ktiiheeerMRmle: f. Refer[uthiapdky; 2. slaL �Yeqlnolkeof: bl��R�4l:��011011• . Namm�ewnkw a MmorW ohanyo iaduaig w �as4�IWnp wraage; x7�'I ta plot7dou Io thelpa�bn orapenhaum; 3, kineRedelmeGmeofIlw: aCe�r.elH�cn; 6. Nmrenewnl or e Malarloi dmn9a rctluUn@orme€rleunp wror�o; ona A. �onMealyouregentu�Wo%effolAoeWrinlspWinY. wmm�adaa,. 7TB M1aiGIN Addmes b 7he eddivca ahe.m ler Net P�`Ron aoM9�F3Llim M 115flLCe�tlfC9lb � {MWema. 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ST�V�ARI� GEl�TERAL C'O�ITI�llTS OF TI�E COl�STRUCTI01� �OIi1TRACT CTTY OF FaRT WORTH STANIJARI�CO1d5TRUCT]ON SPECIFICATIOiv DOCiI3vIEATI'5 RevisiDn; $Il,'�2021 STAND�IRD GENERI�L CONDITIONS �F THE CONSTRUCTION CONTRACT TABLE OF COIi�TENTS Page Artic�e 1 —Defiriitions andTerminnlo�ry ..........................................................................................................1 1.01 Defned Terms ...............................................................................................................................1 I.02 Terminology ..................................................................................................................................6 Article2—�'reluninary Matters...� .....................................................................................................................7 2.01 Copies of DocUments ....................................................................................................................7 2.02 Commencement of Contract Time; Notice to Proceed...,...,...,... .....................................,.......,... 7 2.03 Sta.rting the Work ..........................................................................................................................8 2.04 Be%re Starting Construetian ........................................................................................................ S 2.05 Preconstruction Conference .............................................................................�............................ $ 2.06 Public Meeting .............................................................................................................................8 2.07 Ini�ial Acceptance of Schedules ....................................................................................................8 Article 3— ContractDacuments: Intent, Amending, Reuse ,.............,... .......................................................... $ 3 . 01 I nie nt. . . . . . . . . . . .. . .. .. . .. . .. .. . .. . .. .. . .. . .. .. . .. . .. .. . .. . .. .. . .. . .. .. . .. . .. .. . .. . .. ., . .. . .. ... .. . .. .. . .. . .. .. . .. . .. .. ... .. . ., . .. .. . .. . .. .. . .. . .. . 8 3.02 Refer�nce Standards ...................................................................................................................... 9 3.03 Reporting and Resolving Discrepancies ......................................................................................9 3.04 Am.endin.g and Suppleznenti�g ContractDocuments .................................................................10 3.05 Reuse of Documents ................................................,.......................,...........,........,...................,. IO 3.06 Eleetronic Data .................................................................,..,.......,....,...........,...,....,.......,.......,...,,11 Article 4— Avai�ability of Lands; Subsurface and Physical Condiiions; Hazardous Environmental CandiCions; Reference Poinfis ........................................................................................................... 11 4.01 A�ailability of Lands ......................................................�.......�...�...,.......,...................................11 4.02 Subsur�ace and Physical Condit#ons ..........................................................................................12 4.03 Differirig Subsurface or P�tysical Conditions .............................................................................12 4.04 Underground Facilities ............................................................. .................13 ....... .......................... 4.05 Refer�nc� Points .........................................................................................................................14 4.06 Haza.rdous Enviranmental C.ondition at �ite ..............................................................................14 Article 5 —Bonds and Insurance .....................................................................................................................1� S.O1 Licensed Sureties and Insurers ...................................................................................................16 5.02 Perforinance,Payment, and Maintenance Bonds .......................................................................16 5.03 Certificates of Insurance ............................................................................................................. t6 5.44 Conti~actor°s Insuranoe ................................................................................................................1 S S.DS Acceptance ofBonds and Insurance; Option to Replace ...........................................................19 Article 6 — Contx�actar's Responsa�il'zties ........................................................................................................19 6.01 Super�ision and Superintendence ...............................................................................................19 ciTY o� Fo�T waR�r�-r STANDARDCOIVSTRIICT[ON SPBCIF3CATION DOCUMII�lTS Revisian: 8l23�1 b.Q2 Labor; Working Hours ................................................................................................................2Q 6.03 Services, Materials, and Equipment ...........................................................................................20 6.04 �'rojeat Schedule ..........................................................................................................................21 6.05 Substitutes and "Or-Equals" .......................................................................................................21 6.06 Concerning Subcontractors, Supp�iers, and Others ....................................................................24 6.a7 Wage Rates .................................................................................................................................. 2S 6.08 �'atent Fees and Royalties ...........................................................................................................26 6.04 Permits and Utilities ....................................................................................................................27 6.10 Laws and Regulations ................................................................................................................. 27 fi.11 Taxes ...........................................................................................................................................28 6. I2 Use of Site and Other Areas ....................................................................................................... 28 6.13 RacordDocuments ......................................................................................................................29 6.14 Sa%ty and Prafiection ..................................................................................................................29 6.15 Safety Representative ..................................................................................................................30 6.16 Hazard Communication Programs .............................................................................................30 5.17 Ernergencias andlor Rectif"�cation ...............................................................................................30 6.18 ��bmi�tals ....................................................................................................................................31 6.19 Cantinuing the Work ...................................................................................................................32 6.20 Contractar'� General Warranty and Guarantee ..........................................................................32 6.21 Indernr�i�cation .........................................................................................................................33 6.22 De�egation af 1'rofessional Desi�n Services ..............................................................................34 6.23 Right fo Audrt ..............................................................................................................................3� 6.24 Nondiscrimir�ation .......................................................................................................................35 Article7- Other Work at ihe Site ...................................................................................................................35 7.01 Related Work at Site ...................................................................................................................35 7.�2 Coord'mation ................................................................................................................................36 Article 8 -- City's Responsibili�ties ...................................................................................................................36 8.01 Carnmunications to Contractor ...................................................................................................36 8.42 Furnish Data ................................................................................................................................36 $.03 Pay WhenDue ............................................................................................................................36 $.0� Lands and Easements; Reports and Tests ...................................................................................36 8.�5 Change Orders .............................................................................................................................36 8.06 Inspections, Tests, and Approvals ..............................................................................................36 8.07 Limitations on City's Responsibilities .......................................................................................37 $.Q8 Undisclosed Hazatdous Environmenfial Condition .................................................................... 37 8.09 Con�pliance with Safety Program ...............................................................................................37 Articl� 4 City's Observation Status During Construction ........................................................................... 37 9.01 City's Projeci Manager .. ... ....................................................................................................... �7 9.02 Visits to Site ................................................................................................................................37 9.03 Authorized Variafions in Work .................................................................................................. 38 9.04 Rejectirig Defective Wor� .......................................................................................................... 3$ 9.05 Deter�ninations for Work Performed .......................................................................................... 38 9.06 Decisians an Requirements of Gan�ract Documents �nd Acceptability of Work .....................38 ciT� or FoxT woRTx STAN]]ARDCONSTRUCTIDN SPECIF[CAT10N DOCiJMEI+fTS Revision: 82i20Q1 Article 10 - Cha�nges in the Work; Claims; Extra V4Work ...................... ..38 ..... . .................................................. 10.01 Authorized Changes in the Work .......................................................................,...,...,,..............38 10.02 Unautharized Changes in the Work ............................................................................�..............39 10.Q3 Execution of Change Orders ...............................�......,.....................................................,..........39 10.04 Extra Work ..................................................................................................................................39 10.05 Natification to Surety ..................................................................................................................3� lU.a6 ContractClaims Process .............................................................................................................�0 Article 11 -Costofthe Work; Aliowances; Uni� Price Work; Plans Quantity Measuz•ement ......................41 11.0� Cost of the Work ........................................................................�............,................................... 41 1 I.Q2 Allowances ..................................................................................................................................43 11.03 LTnit Price Work ..........................................................................................................................44 1Ld4 �lans Quaniity Measurement ......................................................................................................�5 Article I2 - Change of Contract Price; Change of Contract Time ................................................................. 46 12.01 Chang� of ContractPrice ....................................................................�.......................................46 12.02 Change of Contracfi Time ............................................................................................................47 I2.03 Delays ..........................................................................................................................................47 Article 13 - Tests and Inspections; Correction, F�emo�val or Aceepiance ofDefective Wark...... ................ A�S �3.OI Notice of Defect� ........................................................................................................................4$ I3.02 Access to Work ........................................................................,..................................................4& 13.03 T�sts and Inspections ........................................................................................,........,................48 13.04 Uncovering Work..,......� ..............................................................................................................49 13.05 City May Stop the �ork .............................................................................................................49 13.Ob Correction or Removal of Defective Work ................................................................................50 �3.07 Correction Period ..................................................................................................�............,...,.... S4 I3.08 AcceptanceofDefecti�eWork ...................................................................................................51 13.09 City May CorrectDefective Work .............................................................................................51 Article 14 Payments ta Contractor and Completian ....................................................................................52 14.01 Schedule of Values ............ .. ......................................................................................................52 14.02 1'rogress Payments ......................................................................................................................52 I4.03 Cont�•actor's Warranty of Ti�le ..............................................................................�...,................54 I4.04 Partial Utilization ........................................................................................................................55 14.05 Final Inspection ........................................................................................................................... SS 14.Q6 Fi�al Acceptance .........................................................................................................................55 14.07 Final Payment ....................�............,..................,...........................,.............................................56 14.08 FinaI Completion Delayed and Partial Retainage Release ........................................................5� 14.09 Waiver of Clairns ........................................................................................................................ 57 At�icle 15 - Suspension of Wark and Terrnination ........................................................................................57 15.01 City May Suspend Wor% ....................�...........,...............,............................................,....,..........57 I5.02 Ciry May '�`erm.inate for Cause ...................................................................................................58 15.03 City May Terminate For Convenienee ....................................................................................... 60 Artzcle16 -Dispute Resolution ....................................................................................................�........,....�..,�1 16.01 Meihads and Procedures .............................................................................................................�1 CITY OF FORT GVORTH STANDAI21]COTlSTRUCTCON SPEC[PiCAT10N DOCiIMEIVTS Revision: 8IL3JZD2] ArticleI7 —1Vliscellaneous ..............................................................................................................................b2 17.01 GNing Notice .............................................................................................................................. 62 17.02 Computation af Times ................................................................................................................ 62 17.a3 Ctamulative R�medies ................................................................................................................. 62 17.04 Sur�ival of Obligations ............................................................................................................... 63 17.05 Headings ......................................................................................................................................63 C1TY OF FORT WOKTI-I STANDATtT]CONSTRlfC7`i0N 5PEC3FICATI4N DOCUMENTS Revision: 82"3J2021 00 72 �Q - I GENERAL CANDlTION 5 I'age 1 of G3 ARTICLE 1— DEFIlVITIONS AND TERNIINOLOGY X.OI Defined Te�ms A. Wherever used ira these General Canditions or in other Con�raai Documents, the terms listed balow have the mea�ings indicated which are applicable to bath the singular and plural thereof, and wards denoting �endar shall include the ma�cul'uie, feminine and neuter. Said terms are generally capitaliz�d or wr�tten in italics, bui nat always. When u�ed in a conte� consistent with the defmition �� a listed-defined term, the term shall have a meaning as defined below whether capitalized or italicized or otkierwi�e. In addztion to tertns specifically defined, terms wi�h initial capital Ietters in the Contract Doc�rrients incIude references to identified ar�icles and paragraphs, and the t�:1es of other documents or forms. 1. Addendcr WritEen or graphic instr�aments issued prior to the openin�g of Bids �vhich clarify, correct, or change the Bidding Requireznents or the proposed Cantract Documents. 2. Agreeryaent=Tk�e tavri�tten instrum�nt which is evidence of the agreement between City and Contractor cavermg the Work. 3. Applicatio� for Paynaent The fQrm acceptable to CiLy whiah is to be used by Contxactor during the course of the Work in requesting progress or final �ayments and which is to be accompanied by such supporting documentation as is required by the Cor►tract Docun:�ents. 4. Asbestos Any material that contains mare than one percen.t asbestos and is friable or �s releasing asbestos fibers znto the air above current action levels established by the United States Occupatianal Saf�ty and Health Administ�•ation. S. A�vard — Authorizatian by tihe City Council t'or ihe City to enter �to anAgreement. 6. I3id—The of%r or proposal oi a Bidder submitted on the preseribe.d form setting forth the prices for the Work tr� be perfarmed. 7. Bidder The individual or enti�y who subm.its a Bid directly ta City. $. Bidding Docunzenis—The Bidding Requirements and tha proposed Contract Documents (fncluding all Addenda}. 9. Bidding Re:quirements The advertisemeni or Invitation to Bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplemen.ts. 10. .�3usinessDay— A business day is defned as a day that the City conducts normal business, generally Monday through FricEay, except for federal or state holidays observ�d by the Ciry. 11. CalendarDay --A day consi�tin� of 24 hours measured fram midnight to the nea�t midnight. C1TY OF FpRT WORTH 5TAI1t�A1tDCONSTR[1CTION SPECIF[CATION DOCUMENTS Revision: Sl3l2Q2] 00 �z oo - c GENERALCONDITIOEJS Page 2 of 63 12. Change Order--A ciocum�nt, which is prepared and approved by the City, wkueh is signed by Contractor and City and authoriz�s an addition, deI�tion, or revision in the VVark or an adjustment in the Contract Price or the Contract Time, issued on or after the EfFectiive Date of the Agreement. 13. City— The City of Fort Worth, Texas, a home-rule municipal corporatian, auihori�ec� and chartered under the Texas State Statutes, acting by it� governing body through its City Manager, his designee, or agents authorized under his behalf, each of which is r�qUired by Charter to perform specific duties with responsibility for imal enforcement of the contracis invalving the City af Fart �Vorth is by C�iarter vested in the City Manager and is the entity with whom Contractar k�as entered into the Agreement and %r whom the Work is to be performed. 14. City Attorney — The off"icially appointed Ci�y Attorney of the City of Fort Wortk�, Te�as, or his duly authorized representative. 15. Ciiy Courrcil - The duly elected and qualified governir�g body of the City of For� Worih, Te�s. 16. �'ity Manager — The officially appointec� and authorized Ciiy Manager af the CiLy of Fort Worth, Texas, or his duly authorized representati�e, 17. Coniract Clairn—A demand or assertion by Ciky or Contractor seeking an adjusiment of Contract Priee or Contract Time, or both, or other reIief with respect to the te�ns of the Contract. A demand for money or services by a tivrd party is not a Contract Claim. 18. Contract----The entire and integrateci written daeument between the City and Contracior concerning ihe Wark. The Coniract contains the Agreement and all Contract Docutnents and supersedes priar negotiations, representations, or agreements, whether written ar aral. 19. Contract Documents—Those i�ems so designated in the Agreemen�. All items listed in the Agre�rnent are Gontract Docurnents. Approved Subnnittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Docunnents. 20. Contract P�ice The moneys payable by City �a Contractor for cnmpletion of the Work m accordance with the Contract Documents as stated ir� the Agreement (subject to the provisions aiPara,graph 11.03 in the case of L1nit Price Work}. 21. Contract Time The number of days or the dates stated in the Agreement to: (i) achieve N1�estones, if any and {i) comp�ete the Wark so that it is ready for FinaI Acceptance. 22. Cantractor The ind'rvidual or entity w� whorn City has entered into the Agree�ez�t. 23. Costof the Work—SeeParagraph ll.01 of'these General Condi�ions for deiuiition. C1T1' O�' FORT' WORTH STANDAILDCON5TRIICTION 3PECIFICATION DOCUMEiYTS Revision: 823L�021 ao�zoo-� G�N�RALCqNoITI�NS Page 3 of B3 2�, Damage Claims — A demand far nnoney or se.z-vices arising fram tl�e Project or Site Froin a third party, City or Cantractor exclusive of a Cont�act Claim. 25. Day ar day--A day, unless otherw�se de�'ined, shay mean a Calendar Day. 26. DirectoY of Aviation — The officially appointed Director of the Aviation Department of the City of Fart Worth, Texas, or his duly appointed represen�ative, assistant, or agents. Z'1. Darector of Parks and Corr�ma�nity Services — The officially appointed D�rector of the Parks and Corrumuniry �ervices Department of the City of Fart Warth, Texas, or his duly appomted representatrve, assistant, or a�gents. 28. Director of Planning and Development — The offcia.11y appointed Director t�f the Planning and Developmant Department oF the City of Fort Worlh, Texas, or his duly appointed represeniative, assistant, ar ager�ts. 29. Di�ector of Transport�tfon Public YT�orks — The officially appointed Directar of the Transportation Public Works De�ar�ment of the City af �art Woi-�h, Texas, or his duly appointed representativ�, assistan�, or agents. 3Q. Di�ect�or of Water Department — The officially appointed Director of the Water Department of the City af Fart Worth, Te7sas, or his duly appointed representative, assistant, or agent�. 31. Drawings T�.at part of the Contraet Docutn.ents prepared ar appraved by Engineer which graphically shows the scope, eXtent, and character of the Work to be performed by Contractor. �ubmittals are not Drawings as so de�'ined. 32. EffecCive Date of the Agreement—The date indicated in the Agreernent an wkuch rt becomes effective, but if no such date i� indicated, it means the date on which the Agreement is signed and del�vered by the last of the two parties to sign and deliver. 33. Enginee�=The licensed professional engineer or eng.ineering firrn re�istered in the State of Texas performing professional services for t11e City. 34. Exlra Work -- Addiiional work rnade necessary by changes ar alterations of the Cantract Documents or of quantities or for other reasons for which no priees are provided in th� Contract Dacurnents. Extra wark sl�all be paz� of the Woz•k. 35. Field �rder—A written orc�er issued by City which requires changes in the Work but which does no� involve a change in the Contract Price, Contraet Time, or the intent of the Engineer. Field Orders are paid from Field Order Aliowances incorporated into the Contract by funded work iype at the time of award. 36. Fanal Acceptance — The written notice given by the City to the Contraetor that the Work specified in the Contract Documents has been campleted to the satisfaction of the City. CITYOF CORT WORTFI STANUARDCONSTRUCI']ON SPL�CIPICAT1dN DOCiIMENTS Revision: $�2.'�IZ021 007200-1 GEIVERA�COI��ITION S Page 4 of 63 37. Final Inspection — Inspeciion carried aut by the City ta �erify that tk�e Canfiractar has completed the Work, and eaeh and every part or appurtenance thereof, fully, entirely, and i� conformance with the Contract Documents. 38. Genercrl Requareme�eis—Sections oiDivision I of't�e Cantract Documenfis. 39. F�azardous Envi�orame�rtal ConditzoM The presence at the Srte of Asbestos, �'CBs, Petroleum, Hazardous Waste, Radioacti�e Ma.terial, or other rnateria.Ls in such quantrties or circumstances thai may present a substantial danger to persons or property exposed thareto. 40. Haza�dous Waste Hazardous waste is defined as any solid waste �isted as hazardous or possesses one ar rnare hazardous characteristics as defined in the federal waste regulations, as amended fram time to time. 41, Laws anci Regulataans—Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authori�ies, and courts na�ing jurisdiction. 42. Liens—Charges, security interests, or encumbrances upon Project funds, real property, or persanal �roperty, 43. Majar Itertz — At� Item of work inciudec� in the Coniract Doc�inents that has a total cost ee�ual to ar greater than 5% of the or�ginal Contract Price or $25,000 whiche�er is less. 44. Milestone—Aprincipal event specified in the ContractDocuments relating to an intermediate ContractTime prior ta Final Acceptance ofthe Work. 45.1Votice of Awcard—Tha writ�en notica by Ciry to the Successful Bidder stating that upon timely cam}�liance by the Successfitl Bidder with the conditions precedent listed therein, City will sign ar�d deliver the Agreenaent. 46. Nofice to Proceed A written notice given hy City to Contractor f�ing the date on which the Con�ract Tim� wi11 commence to rUn and on which Contractor shall start to perforrn the Work specif'ied in Contract Documents. 47. PCBs—Polyehlorinated bipheny�s. 48. Petroleurra--PetroIeum, incIuding crude oil or any fraction thereof which �s liquid at standard condikions of temperature and pressute (60 degrees Fal�renhei� and 14.7 pounds pe� square inch absolute), such as oil, petroleunn, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil m�ed with other non-Hazardous Waste and crude o'ils. 49. Pians— See defin�tion of Dra�vings. C1TY O�' FOR"f WORTFi S'I'ANDAItDCONSTRUCTION SPECIF[CATION DflCLTMENTS Revision: 8rl3fLD21 ao�zoa-� G�r��a�coNn�riarrs Page 5 of �3 50. Projeci Schedule A schedule, prepared and maintainad by Contractor, in accordance with tha General Requirements, describin� the saquence and duration of iha activitiies cornprising the Contractor's ptan to accomplish the Wark vvithin the Contract Time. Sl . P�oject—The Workto be perforined under the Cantract Documents. 52. ProjectManager The autharized representative of tk�a City w�k�o will be assigned to the Srte. 53. Public Meeting — An a�nounced meeting conducfed by the Ciry to facilitate public participatian and to assist the public in gaining an informad view of the Project. 54. Radiaactive Material—Source, special nuclear, or bypraduct inaterial as defined by the Atoznic Energy Act of 1954 (�2 USC Section 20] I et say.) as amended fram time to time. 55. Regt�Iar Working �Io�s -- Ho�.u•s beginning at 7:00 a.m. and endirig at 6:00 p.m., Monday thru Friday (�xciuding legal holidays). 5b. Sarrrples—Physical examples af materials, equiptneni, or worl�manship tha� ar� representative of some partion of the Work and which establish the sta.r�dards by which such portion of the Work wiIl be judged. 57. Schedule of Submittal,s—A schedule, prepared and ma.intained by Cont�actor, of reguired submittals and the time requirements to support seheduled performanee of related construction activi�ies. 58. Schedule of Values—A schedule, prepared and maintained by Cont�-actor, allocating portions of the Coni�act �'rice to variaus portions af the Worlc and used as the basi� for reviewing Contractor's Applications for Payment. 59. ,Site—Lands or areas indicated in the Contract Documents as being furnished by City upon r�vhich the Work is to be performed, including rights-of-way, permits, and easements for access thereto, and such oiher lands furn�shed by City which are dasignatad for the use of Contractor. 60, Specifieations That part of the Contract Dacuments consisting of written requirements �or materials, equipment, systems, standards and warkmanship as applied to the Work, and certain administrative requirementa and procedural matters applicable thereto. Spec�cations may be specifically made a part af the Contract Documents by attachment ar, � not attached, may be incorporated by referenc� as indicated in the Table of Cantents (Division OQ 00 00} of each Project. 61. Subcontractor—An indi�idual or entity having a direct contract with Contractor ar with any other Subc.ontractar far the performance of a part of the Work af the Site. CTI Y O� F OItT WORT'I-1 S7'ANI7ACiDCON572iICTION SPECIFICATION QOCi1MENTS Revision: 82.3fL021 007200-] GENERALCQN�ITION5 Page b of G3 62. Submittals—All drawit�gs, diagrams, illustrations, schedules, anc� other data or informa.tion which are specifically preparEd or assembled by ar for Contractor and submitted by Contractor to illustrat� snme portion of the Work. 63. Substantial Completion — The sl:age in tize progress of the Projec� when t�e Work is sufficiently complete in accordance �wiih �he Contract Documents %r Final Inspection, 64. 5uccess�ul Bidder—The Bidder subnnitting the lowesi and most responsive Bid to whom City makes an Award. 65. Superintendent-- The representative of the Cantractor who is availa.ble at all t�inaes and able to receive ittstructians fram the City and to act for the Co�niractoz. 6C. Supplementar�y Conditions That part of the Contract Documen�s which amends or supplements these General Conditians. 67. Supplie� A manufacturer, fabricator, supplier, distributor, materialman, or vendor hav�ng a direct eontract with Contractor ar with any Subcon�ractor to furnish rriaterials or equipment to be incorporated in the Work by Contractor or Subcontractor. 68. Underground Fcrcilities—All underground pipelines, condurts, ducts, cables, wires, manhales, vaults, tanks, tunnels, ar other such facilities or attaehments, and any encaseme�s contauvng sUch �acilities, including but not limited to, those that convey eleciricity, gases, steam, liqUid pe�role�un products, telephone or other carnmunications, cable tele�ision, water, wastewater, storm water, other liquids or ckernicaIs, ar traffic or ather control systems. 69 Unit Price Work—See Paragraph 11.03 of these General Conditions for defulition. '70. WeekendWorkir�gHours—Hours beginning at 9:00 a.m. and enc�ing at 5;00 p.an., Saturday, Sunday or Iegal holiday, as appraved 'm advance by the City. 71. Wark—The entire constructian or the various 5eparately identi�'�able parts ihereof required to be provided under ihe Confixact Doc�ments, Work �nclude� and is the r�sult of perform�g or providmg all la.bor, services, and docutnentation necessary to produce such consi�uct�on inciud�ng any Change Order or Field Order, and furnishin�g, n�talling, and incorporaiing all materials and equipmant into such construction, all as requieed by the Contract Documenis. 72. WorkingDcry—Awarking day is defined as a day, not including Saturdays, Suridays, or legal holidays authorized by the City for cantract purposes, in which weather or other conditions nat undec the control of the Contractor wiIl permit the perfarrnanea of the principal �nit af work underway for a con.tinUous period of not Iess than 7 haurs between 7 a.m. �nd 6 p.m. 1.02 Terminology A. The wards a�d terms diseussed in Paragraph 1.Q2.B thraugh E are not defined but, when used in hlze Bidding Requirements or Cantract Documents, have the indicated meaning. B. 1'ntentof Cer�tain Te�rras orAdjectives: CFI'Y C3F PORT WORTFi 5Tt�NDARDCONSTRUCTIUN SPECIFICATION DOCUN�ENTS Ttevision: 8Z�f1621 oo�zoo-i GEN�RAL CONOITION S Page 7 of 63 1. The Contract Docurnents include the t�rms "as allowac�," "as appraved," "as ordered," "as directed" ar tarms of li[ce effect or import to authorize an exercise o� judgment by City. In addition, the adjectives "reasonable," "suitable," "acceptable," `�roper," "satisfactary," ar ad�{ectives of liice effect or import are used to de�cribe an actian or determination af City as to tY►e Work, It is intended that such exercise af professional judgnnent, action, az� deterrr�ination will be soIeIy to evaiUate, in genara�, the Work for cornpliance with the information in the Contrac� Doci,unents and with the design concepi of tiie Project as a functioning whole as shown or i�t�dicated in the Contract Documents (unless there is a specific statementi indicating otherwise). C. Defective: The word "defective," when modifying the word "Work," refers to Work that is unsati�factory, fauIty, or deficient in ihat it, a. does not eonform to the Con�ract Documen�; or b. does not meet the requirements of any applicable inspectian, reference standard, #est, or approval referred to � the Contract Dacuments; or c. has been darnaged priar to City's writtan acceptance. D. Furnish, Install, Perform, P�ovide: 1. T�e word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "�upply," or any com.bination or siunilar directive ar usage thereof, shall mean furnishing and incorporating in tlze Work includ'mg all necessary labor, materials, equipment, and everything necessary to perfarm the Work indicated, uniess specifically limited in the c�nte� used. E. Unless �tated other�vise in the Cantract Documents, words or �hrases that have a wall-kriown teclanicaI or constructior� indush°y ar trade meaning are used in the Contract Documents in accordance with such recognized meanir�g. ARTICLE 2— PRELIMIN ARY MATTER9 2.01 Copies of Documents City shall furnis�. to Cantractoc one (1) original executed cnpy and one (1) electronic copy of the Contract Documents, and four (4) additional copies of the Drawings. Addi�ional �opies will be furnished upon request at the cost of reproduction. 2.Q2 ConamEncement of Contract Time; Natice to Pt�oceecl The Gontract Time will commenee to run on the day indicated in the Notice to Proceed. A Notice to Proceed inay be given no earIier than 14 days after th� Effective Date of the Ageement, unIess agreed to by both. par�ies in writing. c�TY or ro�zT woz��t STANDARDCDNSTRCfC71DN SPEC3FiC11T10N DbCUMGNTS Rwision: $2�021 ao�2ao-� c�N�Ra,�co�roirio�s Paga 8 of 63 2.03 Sla�ting the Work Gontractor shall stai�t to perform the Work on the date wl�en the Cantract Tirne commences to run. No Work shall be done at the Site priar to the date on which the Contract Time comrnences to run. 2.04 Befare Star�ing Const�-uctian Baselane Schedules: Submit in accordance with th.e Contract Documents, and prior t� starting the Vi�'ork. 2.Q5 Preconstructior� Conference Before any Work at the Site is staried, the Cantractor shall attend a Preconstruction Conference as spec'iiied in the ContractDocuments. 2.06 Public Meeting Contractar may not mobilize any equipment, tx�a#erials or resources to the Site prior ta Contra.ctor attending the Public Meeting as schedu�ed by the City. 2.07 Inittal Acceptance of Schedules No progress payment shall be rnade to Contractor until acceptable schedules are submitted to City in accordance witla the Sek�edule Specifcation as provided in the Contract Documents. ARTICLE 3— CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Documents are complernentary; what is required by one i� as binding as if required by all. B. It is the intent oi the Contract Docurnenis ta describe a iunctionally� camptete project (or part thereo� to be canstru.cted in accorda.nce with the Co.nt�'act Dacuments. Any la�or, documentation, setvices, materials, or equipment that reasonably may be inferred from the Contract Docurr�ents or from prevailing custom or trade usaga as being requirad to produce the indicated result will be provided �hether or nat specifcally called for, at no additionaI cost ta City. C. Clarifications and interpretations of the Contract Docu,ments shall be issued by City. D. The Specifications may vary in form., format and style. Some Specif'ication sections may be written in varymg degrees of streamlir�ed or declarativ� style and same sections may be relatively narrative by corr�parison. Omissian of such words and phrases as "the Contractor shall," "in CdII�OTCI'2I1�+ W��," "aS S�10Wri," QC "�.S speci#"zed" aC0 intentional It1 Sixe�.ri7.I1C10C� SOCilp11S. Ornitied ward� and phrases shall be supplied by inferenee. Similar types ofprovisions may appear in varioUs parts n� a sectinn or articles vvrthin a par� dep�nding on the format of tHe C CTY OF FQRT WOIiTH STANDARDCDNSTRUCTION SPBCIFICATION DOCiJMENTS Revision: 823f�021 oo�aao-� G�N�RALC�NDITIONS Page 9 of 53 section. The Contractor shaIl not talce advantage of any variatian of form, format or style in rnaking Contract Clauns. E. The cross referencing of specification sections under the s�bparagraph heading "Related Sections include but are nat necessarily limited ta" and elsewhere within each Specification section is provided as an aid and convenience �o the Cont�actor. The Contractor shall not rely on the eross referencing provided and shall be responsble to coordinate the entire Work under the Contract Documer�ts and provid� a complete Project whether or not the cross referencirig is provided in each section ar whether or not the cross referencing is complei�. 3.02 RefeNence Standarc�s A. Standards, Specifications, Codes, Laws, and Regulations 1. Referance to standards, spec�"ications, manua�s, or eodes ofany technical society, organizatian, or assaciation, or to Laws or ReguIations, r�vhether such refar�nce be speci�c or by irnplication, shall mean the standard, specification, manual, code, or Laws nr R�guIations in effect at the time o£ apening of Bids (or on the Effective Date af the Agreeinent if there were no Bids), except as may be otherwise specifically stated in the Contract Documents� 2. No provision of any such standard, specification, manual, or code, or any inst�rucfion o£ a Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any af their subcontractors, consul�arrts, agents, or einployees, frarn those set forth iri the Cantract Documents. No such provision or instruction shaIl be affective to assign to City, or any oF its �fficers, di�eetors, �embers, partners, employees, agents, consultants, ar subcantractors, any duty or autk�o�ity to super�ise ar di�ect the performance of the Work or any duty or authority to �andertalce responsibility inconsistent with tY►e provisions of the Contract Docunnents. 3.03 Repo�ting and ResolvingDiscr�epanci�s A. Repor�ting Discrepancies: Contracto�'s Review ofContract Docu�rrents I3efore Starting Wark: Before undertaking each part of the Work, Cantractar shall careful�y study and compare the Conira�t Documents and check and �erify pertinent fgu�•es therein against a�l applicable �eld measure�nents and conditions. Contractor snall promptly report in writing to City any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretatian �r clarification from City before proceeding with any Wark affect�d tkereby. 2. Contr�crctor's Review of Contrqct Documents During PeYformance of Work: If, durmg the perfarmance of the Work, Contractor discovers any con£�ict, ez�ror, ar,�.bigurty, ar discrepancy within th� Contract Documents, or between the Cantract Docurnents and (a) any applicable Law or Regulatian ,(b) any standard, specification, manual, or code, or {c) any �nstructian of any �upplier, then Contractor shall prnmptly t�eport it to City [n wrrting. Contractar shall not px'oceed with the Work affected thereby {except in an emergency as required by Paragraph crr� o� �ar��r won�rx STANDARDCON5TRl7CTI0N SPEGIF[C.AT]fl.N DOCUMENTS Revision: Sfl3J?.021 OQ720U-1 GENERALCONDI�IDN 5 Page l0ofG3 6.I7,A) until an amendment ar supplezxient ta the Contract Documents has been issued by one of the rr�ethods �ndicated in Paragraph 3.04. 3. Coniractor shall not be lial�le to City for failure to repart any conflict, arror, ainbiguiry, or discrepancy in the Contract Documents unless Contractor had actual knowIedge thereof. B. Resolving Dtscrepancies.• 1. Except as may be otherwise specif"�cally stated in the Contract Documents, the provisions of the Contract Documents shall take precedence iti resolvir�g any conflict, error, ambiguity, or discrepancy between the prt�visions of the Cantract Docvments and the provisions o� any siandard, specification, manual, ar the �str�ction of any Supplier (wl�etlzer or not specificaIly incarporated by reference in th� Coniract Docum�nts). 2. In case of di�crepancies, figured d'nnensions s�aU govern over scaled dimensians, Plans shall go�ern over S�eci�ications, S�ppl�mentary Conditions shall govern over General Conditions and Specifications, and quantities shown on the Plans slzall govern o�ar those shown in the prnposal. 3.Q4 Amendang and Supplerrzentang ContractDocume�ts A. The Contract Docurnents may be amended to provide far adc�itions, deletions, and revisions in the Work or to modi�'y the terms and condi�ions thereof by a Change Order. B. The requirements of the Contract Docinnents may be supplemented, and rninor variations and deviations in the Work not in�olvi�g a change in Contract 1'rice ar Contract Tim�, may be authorized, by one or more of the following ways: l. A Field Order; 2. Ciry's review of a Submittal (subject fo the provisions of Paragraph 6.18.C); ar 3. City's written interpre�a.tiQn or cla.rif"�cation. 3.05 Rer�se ofDocutnenPs A. Cantractor and any Subcontractor or Supplier shall not: l. hav� ar �cquire an� title to or ownership rights in any of the Drawings, �pecifications, or other docunnents (ot copies of any thereofj prepared by or bearmg the seal of Engin�er, including electronic media editions; or 2. reuse any such Drawings, Specifications, ot�er dacuments, or copies thereof on extensians o� the Pro1ect or any othe�• project withaut written consent of Ci�y and specific written verif'�cation or ada.ptation by Engineer. cITY o� �axr wox� STANDARDCUNSTIiUCTTON 5PECIFECATION DOCiJMENTB Revisian: 823/d�21 aa7zoo-i ��N�R��caNpiTiaNs Page 13 of 63 B. The prohibitions of ihzs Paragraph 3.05 wiill survive iu�al payment, ar terminatioil of the Contract. Nothing herein shall preclude Contractar from retaining copies of' tha Contract Documents for record purposes. 3.06 Elect�onic Data A, Unless otherwise sfated i� �he Supplementary Canditxons, the data furnished by Czty or Engi�neer to Cont�•actar, or by Cantractar to City or Engin.eer, that may be refied upon are limiied �o the prinied capies included in the Contract Documents (also known as hard copi�s) and other Specifications referenced and lacated on the City's on-]ine electranic docUm�n� rnanagement and calIaboration s�stem srte. Files in eleatronic media format of text, data, graphics, or other types are furnisi�ed only Far the convenience of ihe recei�ing party. Any conclusion pr information obtained or derived from such eIectronic files will be atthe user's sole risk. Ifthere is a discrepancy between the electronic files and the hard copies, the hard copies govern. B. When transferring dacuments in eleetronic media format, the transferring party malces no representatior� as to long term compatibility, usabil�y, or readability of doctunents resulting from the use of software application pacicages, apei'ating systexns, or computer hardware differing frpm those used by the data.'s creator. ARTICLE 4-- AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARD�US ENViRON1VIENTAL CONDITIONS; REFERENCE POINTS 4.OI Availability of Lands A. Cit� shall furnish the Site. City shall notify Contracior of any encumbrances or restrictions not of ge�eral applicaCion but specifically related to use of the SiCe with which Contractor must camply in perform�ng the Wark. City will obiain in a tu-nely nnanner and pay far easements for permanent structures or permanent ehanges in existing facilities. 1. The Ciry has obtained or anticipates acquisition of andlar access to right-of way, andlor eas�ments. Any outstattding right-af way and/or easements are anticipated to be acyuired in accordance wit� t�e schedule set forth in the Supplementary Canditions. The 1'roject Schedule subi�itted by the Contractcrr i� accordance with the eont�act Documients must consider any outstanding right-of way, and/or easements. 2. The City has or anticipates remov�ng and/or relocatmg utilities, and obstructions to the Site. Any outsianding remaval or relocation of utilities or obstruc�ions is anticipated in accordance with fihe schedule set%rth in the Supplementary Canditions. The Pro,�ect Schedule submitted by the Contraetor in accordance with the Contract Docurnents must consider any autstanding utilities or obstructions to be removed, adjusted, and/or relocated l�y others, B. Upan reasonable wrrtten request, Crty shall furnish Cont�actor with a current statement of r�cord legal title and lagal deacription of the lands upan which the Worlc is tia be p�rfarrned. CITYOF FQRT WORTf3 STANDARDCONSTRUCT[QN SPGCIFICATION DOCUM�NTS �eViS1Pn; ��1 00 �z.oa - � ��NERa,�ca�pirior�s Page l2 of 63 C. Contractor shall provide far a11 addi�ional lands and access thereio that may be rec�uired foe construction facili�ies ar siorage oi mat�rials and equipment. 4.02 Sub,�urface and Physical Candilions A. Reports anc�Dr�awings: The Suppletnenta.ry Conditions ident�y: 1. those reports known tp City of exp�orations and tes�s of subsurface conditions at or contigtious to the Site, and 2. thase drawi�gs known to CiLy of physical conditions re�ating to e�isting surface or subsurface structures at the Site {except LTnderground Fac�7ities}. B. Limited Reliance by Contractor an Teehnical DcataAuthorized: Con.t�ractor nnay rely upon t�e accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" �s identi�ed in the Supplementary Conaitions. Contractor may not rnake any Contract Claim against City, or any of their offcers, d�ectors, members, partners, e�nployees, agents, consultants, or subcantractars with respect to: I. the coznpleteness af such reports and drawirrgs fQr Contractor's putposes, including, but not limited to, any aspacts of the means, methods, techniques, sequ�nces, and proeedures af construction tn be empinyed by Contractor, and safety precautions and programs incident tbereto; or 2. other data, interpreiations, opinion�, and information contained 'm such reports or shown or indicated in such drawings; or 3. any Con�ractor interpretatian of or conclusian drawn fram any "tecfinical dafa" or any such other data, interpretations, opinions, or information. 4.03 Dffferit�gSub.ru�face or Physical Co�adi�io�s A. Natice: If Cantractor believes that any subs�face or physical conditior� that is uncavered or revea�ed either: 1. i� of such a naiure as to estab�ish that any "technical data" an which ConLractor i� entitled to rely as pravided in Paragraph 4.02 is mai�rially inaccurate; or 2. is of such a natu�re as to reQuire a change in the Contracf Docunneats; or 3. differs material�y from that shown or indicated in the Contract Docum�nts, or 4. is oi an unusual nat�are, and d�fers materially from conditions ardinarily encountered and generally recognized as inherent in vvorlf of the characier provided for in the Contract Documents; C1TY dF FORT WORTH STAN�ARDCOI�TROCTION SPECIFICATION DOCUMENTS ltevision: 8*L�1021 007Z00-1 ��tv�Ra�coNoiTiarrs Page 13 of b3 then Contractor shaIl, pror�ptIy after becoming aware th�reof and befare further dist�.irbing the subsurface or physical conditians or pert'orming any Work in connection therawith (except m an emergency �s required by Paragraph 6.17.A), notify City in t�riting about such condition. B. Possible Price and Time Adj�stments Cotrtractor shall no1: be entitled to any adjushnent in the Cont�act Price or Contract Tinne if: l. Contractor knevv of the e�ster�ce of such conditions at the t�rne Contractor made a final commitment to City with respect io Contract Pric� and Contract Time hy the submission of a �3id or becoming bound under a negotiated contract, or 2. the existence of such condition could xeasonably have been d�seo�ered or revealed as a result of the examinatinn of the Canixact Dacurnents ar the Site; or 3. Contractor failed to giva the writ�en notice as requi�ed by Paragraph 4.03.A. 4.0� UndergYo�n�Facilities A. 5hovvn op Indacated.• The informa.tion and data sho�n or indicated in the Contract Documents wi�h respectta existing Underground �'acilities at or conl;iguous to tke Site is based on information and data furnished to City ar Engineer by the owners of such Underground Pacilities, iricludin� City, or by others. Un1�ss i� is otherwise expressly pro�ided in tk�e Supplennentary Conditions : 1. City and Engineer shall not be responsible far the accuracy or campleteness o� any su�h ir�formation or data provided by others; ar�d 2. i�e cost of all of ihe fol�owing wzll be included in the Contract Price, and Contractar shali hava full responsibility for: a. reviewing and checicu�g aIl such inforrnation and daia; b. locating alI Underground Facilities shown ar indicated 'm the ContractDocuments; c. coordir�ation and adjustment of the Wnrk with the owners of suoh Underground �'acilities, �ncluding City, during construction; and d. the safety and protection of all such Under�ound Facilities and repairing any dainage thereta resuliing from the Work. B. NatShown orindicated.� 1. If an Underground Facility which conflicts with ine Work is unco�ered ar revealed at or contiguous to the Site which was not shovvn or indicated, or not shown or indicated wi�-i reasonable accuracy in tk►e Con.tract Documents, Cantractor shall, gromgtly a�ter becoming aware thereof and before further disturYaiz�g conditions affected thereby ar perforrning any CTI'Y OF FORT WQRTH STANDARDCONSTItUCTION ShECIFICATION DOCU3vIENTS Re�ision: 8!23/1021 oo�zoo-i GENERAI. CONDITION 5 Page 14 of 63 Work in connectian therewrth (except in an emergency as required by Paragraph 6.17.A), identify the owner of sueh Underground Facil'tty and give noiice to thai owner and to City. City will re�iew the discovered Undergrqund Facility and deternnine t�e extent, if any, to which a clzange may be tequired in the Contract Docuznents to reflect and document tlie consequences of the existence ar location of the Undergraund Facility. Contractor shall be responsible �a�• the safety and protection of such disco�vered UndergroUnd Facility. 2. If City cancludes thai a change in the Contract Documen�s i� �reyuired, a Change Order may �e issued to r�flect and document such consequences. 3. Verification ot existic�g utilities, structures, and service lines shaI1 inctude notification of all utility companies a mininlum of 48 hours in advance oi construction including e�ploratory exeavation if necessary. 4.05 Refe�ence Point� A. City sk�all provide engineering survays to establish reference paints for construa�ion, which in City's judgment are necessaryto enable Contractor ta proceed with the Work. Cily will provide construction stakes or other custom�ary method of marking to establish line and grades for roadway and utility constructior�, centerlities and benchmarlcs for bridgework. Contractor shall protect and preserve the established reference points and property monUments, and shall make na changes or relocations. Contractor shall report to City whenever any reference point or property m�nument is lost or destroyed or requires reIocatian because of necessary changes in grades or locations. The City shall be responsi{�le for the rep�acement or relocation of referenc� points or property monuments not careless�y or willfully destroyed by the Contractar. The Contractor shall r�atify City in advance and wi�h sufficient time to avoid delays. B. Whenever, in the opinion of the City, any reference point or monument has been careless�y or wiIlf'ully destroyed, disturbed, ar removed by the Contrxctar ar any of his ernpIoyees, the fuIl cost for replacmg such point� plus 25% will be charged against the Cantractor, and the full amount wi11 be deducted from payment due t1�e Contractor. 4.06 Hazarclous Enviroramental Condition atSite A. Reports crnd Drcrwings: The Supplementary Condrtions ident�y fh�se reports and drawiungs known to City relating to Hazardous Envirarunenta.� Conditions that have beeza identifed at the Site. B. Limited Reliance by Cantractor on Technical Data Authorized: Contractor inay reiy upon the aceuracy of the °`technical dafia" contai�ad in such reports and drawings, but such reports and drawings are not Contract Dacuments. Such "technical data" is identified in the Supp�ementary Conditions. Contractor may not rnalee any Contract Claim against Ciry, or any of their o�Ficers, directors, members, partners, ernployees, agents, eonsultants, or subcontractars with respect to: 1. the completeness of such repart� and drawings for Contractor's purposes, inc3uding, but not limited io, any aspects of the means, metnods, techniques, sequences and procedures of C1TY f}F k'O1tT WORiT-I STANDARDCQI�STRUCTiON SPECICICATION DOC[7MENT5 Revision: 823fL�12] 0�72fl0-1 GEN�RALGQ�I�ITIONS Page l5 of 63 construction to be empinyed by Contractor and safety precautians aild prograrz�s incid�nt thereta;or 2. other data, interpretations, opinians and information cantained in such reports or shavvn or indicated iri such drawirigs; or any Contractor interpretation of or conclusion dz�awn from any "technical data" Qr any such other data, interpretations, opinions or information, C. Contractar shall not be responsib�e for any Hazardous Environmental Conditian uncovered or revealed attke Site which wasnot shown or mdica�ed in Drawings ar Specifications or identified in the Contract Documents to be within tne scope of the Work. C.ontractor shall be responsible for a Hazardous Environmenial Condi�ion created witl� any �naterials brought to the Site by Contractor, Subcontractors, SUppliers, or anyone else for whom Contraetor is responsible. D, Cf Contractor encounters a Hazardous Environm�ntal Condition or if' Cantractar ar anyone for whom Contractor is respansibte creates a Hazardous Environmental Gondition, Gontractar shall immediately: (i) secure or atherwise isolate such condition; (u) stop all Warlc in connectian with such condition and in any area affected thereby (except in an emergency as requ�ed by Paragraph b.17.A); and (iu) notify City (and prampl:ly thereafter conf'vrm such notice in vvrrting). City may cansider the nec�ssity in retain a qual�ed expert to evaluate such condition or take correcti�e action, if any. E. Confractor shall not be requued to resume Work in conn�ctian with such condition or in any affected area until after Ci�ty has obtained any requieed permits related thereto and deli�ered writt�n notica Lo Contractor: {i) specifying tbat such conditian and any af%cted area is or has been rendered suitahle for the resurnption of W�rk; or (u7 specd'ying any special conditions under which �uch Vi7ork may be resumed. �'. Tf after reeeipt of such written notiee Contractar does not agree to resume such Work based on a reasonable belisf �t is unsafe, or does not agree to resume such Work under such special conditians, then City may arder the portion of tl�e Worlc that is in the area affected by such condition to be deleted from the Wark. City may ha�e such deletad po�rtion af the Work performed by City's own forces or athers. G. To the fullest extentpermitted by Laws and Regulations, ContractoN shall t�dcmn� and hold har°tnless City, fi^om and against ali ciaim.s, costs, losses, and damages (ir�cluding but not lirrtited to all fees cand chaYges af engineers, architects, attarneys, andother professionals and all co�art or arbi�^ataon o� other dispuie �esolution costs) arising aut of ar relali�ag to a Haza�dous EnvironY+aental Cnnditron created hy Cont�actoror byanyoneforwhomContractor is respan,sible. Not�iing in this Paragraph �4. 06.G shall ohligate Contr�actor to indenata� aray indavidual oY entity f�am and against the cansequences of that individual's or entiiy's own neglagence. H. The provisions Qf Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardo�s Environmental Conditio�► uncovered ar revealed at the Site. CITY OF FQRT WQRTH STANDARDCONSTRi1CT]ON SPEC[�ICA7[ON DOCUNIENTS Revision: 823/1.021 oo�zoo-[ ��vEr�a�co�oirio� s Page 16 of fi3 ARTIC�E ��— BONDS AND INSIIRANCE 5.01 Licensed Surefiesancllnsurers All bonds and insurance reqvired by the Con�ract Doc�aments to be purchasec� and mait�tained by Contiractar shall be obtained fram surefy or insurance compar�ies that are duly licensed or authorized in the Staie of Texas to issue bonds or insurance policies far t1�e limits and coverages so required. 5uch surety and insurance companies shall also meet such addrtional rec�uirements and qualifications as may be provided 'm tk�e Supplementary Canditions. 5.02 PeNformance, Payment, and Maintenance Bonds A. Contractar shall furnish perforrnance and payrnent bonds, in accordance vvith Te�as Go�rernment Code Chapier 2253 or suoce�sor sfatuie, each � an amount equal fo fihe Cantract Price as security fo� tlae faitlafu� perfor�xaance and pay�men.t of aIl af Contractor's obligatians �nder the Conhact Docurnents. B. Cantractor shaD fiarnish maintenance bonds in an amount aqual to the Contract Price as sacurity ta protect the City agair�t any defects in any poriic�n of the Work described in the Contract Docunnents. Maintenance bands shalI remain in effect for two (2) years after the date of �'inal Acceptance by the City. C. All bonds shall be i� ih� farm prescribed by the Coniract Dacurnenis except as provided otherwise by Laws or Regulatians, and shall be executed by such suretie:s as are named in the list oi "Coari.panxes Holding Certzficates of Authority as Acceptable Sureties on Federal Bands and as Acceptable Reinsuring Companies" as published in Circular 570 {amended} by the Financia] Managament Service, Surety Bond Branch, U.S. Departrnent of the Treasury. A�l bonds signed by an agent ar aitorney-in-fact must be accampanied �y a sealed and dated power of attarney which shalI show that it is effectNe on the date the agent or attorney-in-fact signed each bonc3. D. Ifth� surety on any bond fiurnished by Contractor is dec�ared bankrupt or becomes insolvent or its right. to do business i� termmated in the State of Texas ox it c�ases to meet th� requiret�ents of Paragraph 5.02.C, Contractor s�.all promptly nati#'y Cit�r and shall, withm 30 days after the event giving rise to such not�'ication, provide another bond and surety, both of which shall Gompiy with the requirernents of Paragraphs 5.01 and 5.02..C. 5.03 Cert ficates of Ir�sur�ee Contractor shall deliver to City, with. copies to each additional insured an.d loss payee identified �n the Svpp�ementary Conditions, certificates of insurance (other evidenc� of insurance requested by City or any other additional insured) in at least t�ie innliinum amount as specified in the Supplementary Conditians which Confraetor is required ta purchase and maintain. Tne certificate oi insurance shall document the City, and all identified entities named in the Supplementary Condnions as "Additional Insured" on all liability policies, CITYOF ['OR'1" WORTFI STRNDATiDCON5TRUC1'IQN 3PECIFICATION DOCLTMEN'T5 Revision: 82'ilZO�LI 007200-1 GENEE�ALCON�ITIONS Page 17 af 63 2. The Cont,�actor's general liability insurance shall include a, `�er project°' or "per location", endorsement, which shall be identiif'red in the certif'icate of insur�ance provide�i to the City. 3. The c�rt�ficate shaI1 be signed by an agent authorized to bind coverage on behalf of the insure d, be complete in its entirety, and shaw complete insue'ance carriernames as listed in the cwrent A.M. Best 1'roperty & Gasuahy Guide 4. The insurers for all policies must be licensed and/or appro�ed ta do business in the State of T�xas. Except for wor�ers' compensation, all insiu•ers must have a minimum rating of A-: VII in tihe current A. M. Best Key Rating Guide or hav� reasonably �quivalent financial strength and solvency ta the satisiaction of Ris% Management. If the rating is below that re�uired, written approval of City i� reyuirad. All applicable policies shall include a Waiver of Subrogatian {Rights of Recovery) in favor of tl�e Ciry. In addition, the Contractor agrees to vvaive all right� of subrogation against the �ngine��• (if applicable), and each additional i�s�ared identifed in the Suppl�mentary Canditions 6. Failure of the City to demand such certificates or other evidence of fuA compIiance wit}� tlae i�sucance reQuiren:�ents ar failure of the City to idenfify a de�ciency frozn e�idence that is provided shall no# be c.onstrued as a waiver of Contractor's obligation to maintain s�ch line� of i�surance coverage. 7. If ins�arance policies are nnt writtan for specif�d co�eiage lu-nits, an Umbrelia or Excess Liability insurance for any differences is required. Excess Liability shall fpllow form af the primaiy coverage. 8. Unless otherwise stated, ali required insurance shall be written on the "occurrence basi�". If coverage is underwritten on a claun�-rnade basis,l;he refroactive date s�all 6e coincicient wif.� or prior to the date of the effective date of'the agreement and the certi�cate of insurance shall state that the coverage is claims�mad� and the retroactive date. The insurance coverage shall be maintained for ihe duration of the Contract and for three (3) years following Firral Acee�tance pro�idecl under the Contract Docutnents or far the warranty periad, whiche�er is Ionger. An ann.ua] ce�tificate of insurance submitted to the City shall evidence such insurance c.o�erage. 9. Policies shall have no exclusions by endorsernents, vvhic}�, neither nUI[ify or amend, the required lines of cov�rage, nor decrease the Iimits of said coverage unless such endorsements are approved in �rritir�g by the CiLy. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additianal insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the con�ractprice shal] be adjusted by the cost of the prertuutn for such additiorial co�erage plus 10%. 10, Any self-insur�d retention (SIR}, in �xcess of $25,OOQ.OQ, affectmg reqaired insurance coverage shall be approved b� the City in regards to asset value and stackholders' equity, In CITY OF PORT WORTI3 STANDARD.CONSTRUC'FION SPEC[�ICAT[0� DQCUMENTS ReVision; 823I�pz1 ao �z oa - i GENERAL CAN� ITION 5 Page 1.8 of 63 Geu af traditional insurance, alternative caverage �main�air►ed through insurance poo�s or risk retention groups, rnust also be approved by City. 11. Any deductible in excess of $5,000.00, for any policy that doe� no� provide cQverage nn a fn•st-ciollar basis, must be acceptable to and approved by the Ci�ty. i2. Cifiy, at its sole discretxon, reserves the right to review the insurance requirements and to rnalce ceasonable ad�ustments to insurance coverage's and their limi�s when deemed ne�essaty and prudent by the City based upon changes in statutory law, court decision ar the claims history of tne industry as we1I as of the contracting party to the City. The City shall be required tQ provide prior notice of 90 days, and the insurance adjustments shall be incorporated ir�to the Work by Change Order. 13. City shaIl b� eniitIed, upo� wriiten request and without expense, to receive copies of policies ancE endorsements thereto and znay make any reasonable requests for deletion or re�ision or nnadifcations af particular policy terins, conditions, limitations, or exclusions nacessary to canform the policy and endor�ements to the requirements of the Cont�•act. Deletions, revisions, or modificatians shalI not be requ�red where policy pxavisions are established by law or regulations binding upan either party or the underwriter on any such policies. 14. Ci�ty shall not be respansible for the direct paytnent of insurance premium costs for Contractor's insuranee. 5.04 Contracto�'slnsurance A. Worke�s Compensa�tion and Emplo�ers' Liability. Contractor shall purchase and maintain such insuranee coverage with limits cor�sistent with statutory benefits autlined in ihe Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and rninimum limits for Emplayers' Liability as is appropriate for the Work being perfoz-naed and as will provide proteetion frorr� c�aims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Doc�aments, whcther it is ta b� perform�d by Cantractnr, any Subcon�ractor or SuppIier, or i�y anyone directly or iridirectly emp�oyed by any af t1�em to perfarm any of ihe Work, or by anyone for whose acts any of thenn nrtay be liable: 1. cla.ims under workers' compensation, disability bene�ts, and other similar employee benefiC acis; 2. claims for damages because of bodily ir�jury, accupational sickness or disease, or death of Contractor's employees. B. CommeNcfal General Lfability. Co�erage shaIl include but not be limi�ed to covering Iiability (bodily �jury or property damage) arisirig from; premises/operations, iridepen.dent contractars, prac�ucts/carnpleted operations, personal injury, and lia.bility undec an: insured contract. Insurance shall be provided on an occurrence �asis, and as comprehensive as the cUrrent Insurance Services Office (ISD� policy. This insurance shall apply as primary insurance with resp�ct io any other CITY OF FORT WORTH 3TANDARDCONS'fRUCTION 3P8CIF[CAT[ON DOCUMEN'i'S Rcvision: 82'if1�l[ oo�tzao-i GENERAL CAND ITION S Yage 19 of 53 insurance oz sel� insuz•ance programs aFforded to tk�e City. Tk�e Commex•cial Gene�•aI Liability policy, shall have no exclusions by endorsements that would alter of n�aIlify prezxiiseslaperations, products/completed operations, contractual, personal injury, or advertising inj�.uy, which are norinally contained with the poIicy, un[ess the City approves suCh �xcl�sinn� tn wri�ing. �`or �otas�ructlon projects that present a substantial eompleted operation exposur�, tl�e CiEy may require the contractoz• to maintain campleted aperations coverage for a minimum of na less than three (3} years fallowing the connpletion of the �aroject (if iden.tified ic� the Supplementary Conditions). C. Autonzabile Liability. A commereial business auto policy sha]1 provide coverag� on "any auto", defined as autos owned, hired and non-awned anc� pravic�e indemnrty for c1a.iYns far damages because bodily injury or death of any person and ar p�•operty darnage arising out of the work, rnaintenance ar use of any motor vehicle by the Contractor, any Subcontractor or Supplier, o�• by anyone directly or indir�ctiy employed by any of them to perform any of the Work, or by anyone for whase acts any of them may be liable. D. Rail�oad P�otective Liabilaty. If any of the work or any warranty work is wi�hin the Iimits of railroad right-of-way, the Contractor shall camply with the requirements identified in the Supplementary Cond�tions. E. Natification of Policy Cancellation: Contractor shall urunediately notify Ciry upon cancellation or other loss of insurane� coverage. Contractor shall stop work until replacement insurance lzas been pracured. There shall be no tim� cr�dit for days nat worked pursuant to this section. S.flS Acceptance ofl3orrdsandlnsurance; Qption ta Replace If City has any abjection to the coverage afforded by or ather provisions of the bands or insurance required to be purcl�ased an.d �naintained by the Contractor in accordanae with Articl� 5 on the basis of non-cnnformance with the Cont�act Documents, the City shall so notify the Con�ractor in writing within 10 Business Days after receipt of tha certif'�cate� (or other evidence requested}. Cont�•actor shall provide to the City such additional information ir� �•espect of instarance pravided as �e Crty may reasanably request. If Coniractor does no# purchase or mairitain all pf the bonds �nd 'msurance requir�d by the Contract Documents, the City shall notify the Contractor in writing af such iai�ure prior to the s�art of the Worlc, or of such failure to maintain prior to any change in the required coverage. ARTICLE 6 — CONTRACTOR'S RESPONSIBILITIES 6.01 Supervisaon and5upe�intende�ce A. Cantractor shall supervise, inspect, and direct the Work campetently and eificienfily, devoting sueh attention thereto and applyin:g such skills and expe�ise as may be necessary ta perform the Work in accordance with the Contract Documents. Contractor shall be so�ely responsible fQr �e means, inethods, techniques, sequenc.es, and procedures of construction. CITY OP PORT l�/ORTH STf11VllARDCpNSTRUCT10tJ SPECIFICAT[ON �CICUMENTS Aevision; 8231�`.121 oo�zao-i GENERAL CONDITION 5 Page 20 of 63 B. At a11 times during the progress of tha Worlc, Contractor shall assign a competent, English- speakfng, Superintendent who shall not b� rep�a.ced without written nntice to City. The Superintendent wi� be Contiractar's representative at the Site and shall have autnoriry to act on behalf of Contractar. All communicatian given to or received from the Superin.tendent shall be binding on Contractor. C. Contractor sha.11 natify the City 24 hours prior to moving areasduring the sequence of construction. $.42 Lahor; WarkingHours A. Cantractor shall provide competent, suitably qualifiec� persoruiel to perform construction as reQuirec� by �he Contract Documents. Contractor shall at all tir�es maintain gooci discipline and order at the Szte. B. Except as otherwise required for the saFety ar protection of persons or the Worl� or property at the Sifie or adjacent thereto, and except as atherw'ise stat�d in the Contract Documents, all Work at the Si�e shall be perfarined during Regular Vl�ork�g Hours. Cor�tractor will not permit the p�rformance of Work beyond Regular Worlcing Haurs or for Weekend �axking Hours withaut City's written consent (which vdill not l�e unreasonably wiihheld). Written request (hy letter or electronic commutuca.tio�) to perform Work: 1. for beyond Re.gular Working Hours request musf be made by noon at least two (2) Business Days priar 2. for Weekend Working Hours req�est inust be made by noon of the preceding Thursday 3. for legal ho�idays reyuest must be made by noon two Busiriess Days prior to the legal holiday. 6.03 Services, MateNials, and Equiprt�ent A. Unless otherwise specified 'm the Contract Docume�ts, Contractor shaII pro�ide and assume fulI responsbi�ity for all se�rvices, materia:ls, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, �ight,. heat, telephone, water, sanita.ry facilities, ternporary fac�iii�s, and all other facilities and inaidentals nacessary for the performance, Contractar required testing, star�-up;. and eompletinn oi the Work. B. All materials and equi�pment incorporated �to the Work shall be as specif'ied pr, if not specified, �hall be of good qUality and n�w, except as otherwise pro�ided in the Contract Documents. All specia.l warranties and guarantees required by the Specif"ication� si�ail expressly run to the bene#"it of City. If required by City, C.ontractor shall fi.�rnish satisfactory evidence (includ'n7g reports af requi�ed tests) as to ihe source, kind, and quaIity of materials and equipment. C1TY OF FpRT VdORTH STANDARDCONSTRUCT1qN 5P$C.IFICATION DOCUMENTS Revisian: 843/102i OD7209-1 GENERALOdN01TfONS 1'agc 2 l of 63 6.04 C. All materia.ls and equipment to be incorporated into th� Worlc shall be stared, �.pplied, installed, carinected, erected, pratected, used, clea.ned, and conditionad in accordance with i�t�structions of the appIicable Supplier, except as ofherwise may be provided i� the Contract Documents. D. All iterns af standard equipment ta be ineorporated into ihe Work shall be the latest model at the time of bid, unIes� attierwise specified. ProjectSchedule A. Confi�•actor shali adl�ere to the Project Schedule established in accordance t�ith Paragraph 2.0"1 and the General Requirenaents as rt nnay be adjusted �irom tinne to tirne as provided belov�. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and the GeneraI Requirements) proposed adjustments in tl�e Project Schedule that will not result in changing the Contract Time. Such adjustments wil[ comply with any provisions of the General Requiremenis applicable tnereto. 6.05 2. Contractor shaIl subrr�it to City a naonthly Project Schedule wi�h a rzionthly progress payment far the duration of the Contract in accordance with the schedule specification OI 32 16. 3. Proposed adjustments in the Project Scnecfule that �vr71 submitted in accordance with the requirements of Ar�icIe may only be made by a Change Order. Substitutes a�d "O�-Equals" change the Contract Time shall be 12. Adjusiments in Contract Time A. Wheneve�• an ite�n of mate�•ial or equipment is specified or described in the Contx�act Docurnents by using tne narne of a proprietary item or the name of a particular S.uppl�er, the specification or description is intended to establish the iype, function, appearance, and quality required. Unless the specification or description contains or is fallow�d by words reading that no l�fe, equivai�nt, or "or�equal" item or no substiEution is permiEted, other i�ems of material or equipment of other Suppliers may be submitCed to City for review under the circumstances descr�ed below. 1. "Or-Equal"ltems: If �n City's sole discx•�tian an item of ma�erial or equipnnent proposed by Cont7raetor is iunctionally equal to that named and suf�ciently sitnilar sa that no change in ralated Work will be requi�ed, �t r►3ay be considered by City as an "or-equal" ite.m, in which case review and approval of the proposed item may, in City's so[� discretion, be accomplished withou� compliance w�th some or aU of the requirements for approval of praposed substiLute items. Far the purposes of this Paragrap� 6,OS.A.1, a proposed item of rnate.rial or equipment will be considered functionaIly equal to an item so named if; a. the City determines that: 1} it is at least equal in mat�rials of const�uctian, quality, durability, appearance, strength, and design charact�ristics; crr�r ox �o��r wor��-t 5TA1VDi�RDCONSTR[1CT10N SPBCIFICATION DOCUMENTS Revisian: R�1 oo�zoo-i GENERAL CAN�ITION S Page Z2 of G3 2) it wiil reliably perForm at least equally well th.e function and achie�e the resu�ks nnpcjsed by the design eoncept o�th.e compieted Projeet as a funetioning whoie; and 3) it has a praven recard of performance and availa5�lity of responsive service; and b. Contractor ceriifies that, i� appro�ed and incorporated inta the Work: 1) there will be no increase in eost to the City or increase m Contract Time; and 2) it will conform substantially to the detailed requrrements of the item named iri the Coniract Documents. 2. 5ubstitu% Items: a. Tf in City's sole diseretion an item of material or equipm�ni proposed by Cnntractar does not qualify as an "or-�quaI" item Under Paragraph 6.OS.A.I, it rnay be submikted as a proposed substit-ute i�em, b. Contractor shall submit sufficient information as provided beiavv to allow City to determine if the item of material or equipment proposad is essentFally equivalent to that named and an acceptable substitUte therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City frorn anyone other than Contractor. c. Cantractar shall make written applicaiian to City for review of a proposed subst�ute �em of rnaterial or equipment that Contractor seeks to furnish or use. The application sl�all camply wit� Section OI 25 00 and: 1) shall cei�tify that the praposed substitute iter« will: a) perfarm adequately the iunctions and achie�e the resulYs called for by fhe general design; b) be sirnilar in substance to that specified; c) be suited to the sarne use as that specified; and 2) will state: a) the extent, if any, ta which the use of the proposed substitute item will prej�idice Coniractor's achievement af final completion on tirrie; b) whether use of the proposed substitute iiem in the Work will requ�e a change in any of the Confiract Docwnents (or in the provisions of any other direct cont�ract with City for ather work on the �'roject} to adapt the design to the proposed substztute item; C1TY pF FORT WORTH STANDARDCONSTRUCTIRN SPECIFICATIOIV bOCUMENT5 Revision: $I2.'�21 aa�zoo-� GENERAL CAN�ITION S Page 23 vF 63 c) �vhether incorporation ar use of the proposed substit�te item in canriection with the Worlc i� subject to payment of any license fee or rayalry; and 3) wiIi identify: aj all variations pf the proposed substi�ute item from that specified; b} avaidable engineering, sales, maintenance, repair, and replacement services; and 4) shall contain an itemized estimate of all co�ts or cre.dits that will resuIt directly or indirectly fro� uss of such substrt�zte itenn, including costs of redesign and Damage Claims o� other contractors affected by any resulting change. B. Substaiute ConstructionMethods orP�ocedures: If a specifc rneans, method, techniqu�, s�quenee, or procedure of constructxora is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, techniqUe, sequence, or procedure of constructidn appro�ved by Ci�y. Cantractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposeci is equivalent to that expressly called for by the Contract Documents. Contractor shall malce writ�en application to City for review in the sarne manner as those pro�ided in Paragr�aph 6.05.A.2. C. City's Evaluation: City will be a�lav�ed a reasonable time withiri whicl� to evaluate each proposaI or submi�tal made pu�suantto Paragraphs 6.05.A and 6,05.B. City may requu•e Conh•actor to furnish additional data about the proposed substitute. City will be the sole judge ofacceptability, No "ar-equal" or substitute wiU be ordered, installed ar utilized unt�l City's re�ievv is complete, which will be evidenced by a Change Order in the case o� a substi�ute and an acce�ted Submittal for an "or-equal." City will advise Gontractor in wri�ing of its determination. D. Special Guarartiee: C� rz�ay requiu'e Cantrao�or ta furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall inde�n�nify and hold hat�tnl�ss Ciiy and an,�one directlyor indirectly employed by thex�a fram and againstanyandall claims, damages, losses andexpenses (inerudingattorneysfees% ar�isitagoutaf the use of su�stituted materials o� equtpnzunt. E. City's CastReiml�ursement: Cily wilI recotd City's costs in evaluating a substi�ute proposed or submitted by Contractor pursuant ta Para.graphs 6.45.A.2 and 6.OS.B. Wheiher or not City approves a substitute so praposed or submitted by Contracter, Co�tractor may be required to reunburse Cit� for evaluating each sueh proposed substitute. Conteactor may a�so be required to reimburse Cily for the charges for making chan�es in the Con�ract Documents (or in the pravisions of any other d'u-ect cantract with City) res�lting fcom ihe acceptance of each proposed substitute. F. Con%actoN's Expertse: Cantractor shall provide all data in support of any proposed subsii�ute or "or-equal" at Can�ractor's expense. CITY OF FORT WORTH STANDARDCONSTRUCTIQN SQECIFICAT[pN AOCUMEIV'tS Revision: W23IZQ2.i 0072OD-{ GEN�RAI.CONQITIDNS Pa�e 24 af 53 G. City Suhstitute Reirnbur,�ement:Costs (savings ar charges) attributable to acceptanc� of a substitute shall be incorporated to ihe Contract by Change Order. H. �'ime Fxtensions:Na additional time will be granted for substitutions. 6.Ob Concerning Subcont�actoYs, Suppliers, and Others A. Contractar shall perform with his own orgaivzatzon, wor�C of a value not less than 35% of the �alue embraced on t�e Contract, unless otherwise approved by the Ciry. B. Caniractor shaIl nat employ any Subcontractox, Supplier, or other individual or entity, whether initially oz as a replacetnent, again.st wham City rnay have reasonable o�jection. Contractor shall nat be requ�red to employ any SuUcontraetor, Supplier, or other inciividual or entzty to fiarnish or perform any of the Work against whom Cont�aetor has reasonabie objection (excluding those acceptable to City as indicated in �'aragraph 6.O�.C). C. T�e City may from time to time require #he use of certait� Subcontractors, Supp�iers, or other individuals ar entities on the project, and vvill provide suc� requirements in the Suppletnentary Conditions. D. Minority BusiMe,rs Enterprise Complic�nce: It is City palicy ta ensure the full and equitable participation by Miriarity Business Enterprises (MBE) in the procuremenf af goods and ser�ices on a contractual basis. If the Contract Documents provide �or a MBE goal, Contractor is require d to comply with the mtent of the City's MBE Ordinance (as arnended} by the following: I. Conixactor shall, upon request by Ciry, provide complete and accurate information regarding actual work parforrned by a MBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MBE wi�out written conse�t af the C��ty. Any unjustified change or deletion shaU be a iriat�rial brea�h of Contract and may resuIt in de�aarnnent in accordance with the pracedures outjined m the Ordinance. 3. Contractor shall, upon requestby City, a11ow an audit an�/or examination of any books, records, or files in t�e passession of the Contractor that will substantiate the actual work perfo�ned by an MBE. Maierial misrepresentation of any nature will be grounds for ter�nination of the Coniract in accordance with Para�raph 15.02.A. Any suchrnisrepresentation may be grounds for disqual�'ication of Contractor ta bid on firture contracts with the City for a period of not less than tk�ree years. E. Cnntractor shall be iully respansible to City for all acts and omissions of the �ubcontractors, SuppGers, and other individuals or entities perforrning or furnishing any of the �Vork just as Contractar is responsible for Contraciar's awn acts and omissions. Nathing in tf�e Contract Documents: CIT Y OF PORT WORTH STANDAIZDCONSTRUCTION SPECICICATION DOCIIMENTS Revision: 62.�21 OD7200-1 GENERALCDNDITIONS Page 25 nfb3 1. shali creaie for tita bene�t of any sUch Subconh�actor, Supplier, or other individual or entity any contracival relationship between City and any such Subconiractor, Supplier or other individual or entity; nor 2. shall create any obligatian on fhe part of City ta pay or to see to the payment of any moneys due any such �ubcontractor, Supplier, or other mdividual or entity excepf as rriay otherwise 6e required by Laws and Regulations. F. Contractor shall be solely responsible for scheduling and coordinating the Work oiSubcontractors, SUppliers, and other individuals or entities perForming ar furni�hing any of the Work under a direct or indi�ect cantract with Cantractor. G. AlI Subcontaractors, Suppliers, and such other individua�s or entities performing or furnishing any of the Work shall cammunicate with City through Contractor. H, All Work performed for Contractor by a Subcont�•actor or Supplier wiU be pursuant to an appropriate agreeme�t 6etween Contractor and the Subcantractor or Supplie�• vt+hich specifically binds tne Subcontractor or Supplier ta �he applicable terms and conditions of the Contract Dacume�ts �or the bene�t of City. b.07 Wage Rat�s A. Duty to pay Prevaili�g Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Go�+ermnent Code (as amended), includitlg the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing vv�ge rates in accardanee with Chapter 22S$. Such pre�ailing wage rates are iacluded in these Cantract Dacuments, B. Penalty fo� T�iolation. A Contractor or any Subcontractor who does not pay the prevailing wag� shall, upon demand made by the Ciiy, pay to the City $GO for each r�vorker employed for each calendar day or part ofthe day that the workar is paid less than the pre�ailing waga rates stipulated in iI�ese cont�act dacuments. This penalty shall be retained by the City to offse�: its administrati�e casts, pursuant to Texas Govereunent Cade 2258.023. G Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a warker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcor�tractor, the City shall make an initial determination, before th� 31 s�t day after the date the City receNes the inforrnation, as to whether good cause eacisfis to believe thai the violation occurred. Tha Cit� shall notify in writing the Contractor or Sub�ontractor and any afFected worker of i�s ini�ial deterxnination. Upon the City's determination that there is goad cause to be�ieve the Cantractar or Subcontractor has �ialated Chapter 2258, the City shall retain the full amounts claimed by the claimant or cla.unants as the d�ference betweenwages paid and wages due under �he prevailing vvage rates, such amounts being subtracted from successive progress paymen�s pendir�g a�inal determmation of ti�e �iolation. CITY OF FORT 1uORTH STA1V17ARI3C�N5TRUCTiON SPECICICATION DDCiIM�3�T5 Revisipn; E23/A121 oo7aoo-� GEN�RAL CqNDITIQiJ 5 Page 26 of b3 D. Arbit�ation Requi�ed f Violation NotResolved. An issue relating to an alleg�d violation of Sectian 2258.023, Texas Government Code, including a penalty owed to the C�y or an affected worker, shall l�e submitted io binding arbitration in accordance with the Texas General Arbitration Act (Article 22�- et seq., Revised Statutes) if the Contractor or Subcontractar and any affected worlcer does nat resolve th.e issue by agreementbefare the lSth day afterthe datethe City malces its initia� deterrninatian pUrsvant to Paragraph C above. If the persons requ�ed to arbitcate under tk�s section do not agree on an arbitrator be%re the l lth day aftec the date that a�b�itratian is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbrtration. The decision and award of il�e arbitrator is �'inal and binding on all pariies and may be enforced in any court of competeni jurisdiction. �. Recar�ds to be Main�ained. The Contractor an.d each Subcontractor shall, far a period of three {3) years follow�g the date af acceptance of the work, rmamtain records that show {i) the name and occupation of eachworker ernploy�d by tI�►e Contractor in the cnnstruction aithe Vi7orkprovided for in this Cor��ract; and (n} th� actualper diem wages paid to each wor�er. The reeard� shall be open at a�l reasonable hours fo� insgection �y the City. Tkae provisions of �'aragraph 6.23, Right to Audit, shall pertain to this inspection. F. P�ogt�ess Payments. With each progress payment or payroll period, whichever is �ess, the Contractor shaU submii an affxiavit stating tl�at the Contractor has complied with the regui�-ezr�ents a� Ch�pter 2258, Te�s Go�errament Cade. G. Posting of Wage Rates. The Contractor shall post prevailing wage raies in a canspicuous place at a�l times.. H. Subcaniractor Compliance. The Contractar shall 'uaclude in its subcontracis and/ar shall otherwise require all oF its Subeontractors to cor�.ply with Paragraphs A through G above. 6.Q8 PatentFeesandRoyalties A. Contractor shall pay all license fees and royalties and assiune alI costs incident to the use in the performance af t�e Work or the incarporation in the Work of any inventian, design, process, produet, or device whieh is the subject of patent rights ar copyrights held by others. �f a particular invention, design, proc�ss, product, or device is specifed in the Contract Docvments %r use in the perFormanc� nf the Wark and if, to fihe actual knowiedge of Crty, its use is subjecf to patent righ�s gr copyrights calling for the payment of any license fee or royalry to others, the existence of such rights shall be disclosed by Ciry in the Contract Docu�nent�. Failure of the City ta disclose such infortnation does not relieve the Contractor fr�m its obligations to pay for the use of said fses or rayaIties to others. B. Ta the fullest extent pernzitted by Laws and Reg�datiotxs, Carztracto� shall indemn� and hold harr�rless City, from and againstall claims, costs, losses, and �anzages (includrng but not limited to rxll fees and charges of engi�aeers, architects, attor�neys, and other p�ofe�sionals and all court oY a�bit�ataon or otheY dispute Yesolution costsj arising oui of op r�elatirag to any infNingerrt�tte�ai of patent rights Dr� copyr�aghts incadent ta the use ira the perfor�nance of the Work or resultingf�om CITY OF FOAT WORTH STAt�fI]ARACdN5TRI1CTI0N SPECIFICATIDN DDCCJMEI\T5 FZevisipn: �L3I1021 aa�zoo-i ��N�Ra�ca�nirior�s Pa�e 27 of G3 the incorporatiot� in the YYor7� of any i�zventaon, design, pt�acess, praduct, or device notspeci.fzed in the CantYact Documents. b.09 Permits and ZTtilities A, Con�actor obtained perrnit,s and licenses. Contractar shall obtain and pay for all const�uction permits and lic:enses except those provided far in tlze Supplerrientary Condrtions or Cont�act Documents. City shall assist Contractor, when necessary, in obtaining such perm�t,� and licenses, Contractor shall pay all goverrimen�l charges and inspaction fees necessary for the prosecution of the Worlc whick� are applicable at the time of apenmg of $ids, or, if there are no Bids, on fhe Effective Date of the Agreetnent, except for perinits provided by the City as speeified in 6.fl9.B. City shall pay all charges of uti]ity owners for cannections for pra�iding permanent service to the Worlc. B. City obtainedperr�aits a�rd licenses. City r�ill obtain and pay for all perinits and licenses as pro�ided for in the Supplementary Conditions or Contract Dacuments. It will be the Contractor's responsibility to carry out the prot�isians of the permi�. Tf the Coniractor uut�ates changes to the Contract and the City approve.s the changes, the Cantracior is �esponsible far obtaining clearannes and coordinating with the apprapriate regulatory agency. The Crty will not reimburse the Contractor fnr any cost associated with these requirements of any City acquired perr►art. The foilowing are permrts the City will obtain if required: I. Texas Deparlment of Transportation Perrnits 2, U.S. Army Corps of Engineers Permits 3. Texas Comrnission on En�ironmental Quality Pernnits 4. Railroad Company Perrnits C. Outstanz�irag pernaits and licenses The City anticipai:es acquisition of and�or acc.ess to permits and licenses. Any outstanding permits and Iicanses are anticipated to be acquired in accordance with the schedule set forth in the Suppiementary Conditions. The Project Schedule submi�ted by the Contractor i.ri. accordance with the Con�i•act Docuinents must cansider any outstanding permrts and l�censes. b.10 Laws and Reg�cicaiaons A. Contractor shall give all notices requ�red by and snall comply with all Laws and Regulations applicable ta the performance of the Worlc. Except where dtlierwise expressly required by applicable �aws and Regulations, the City shall not be responsible �or moni�oring Contractor's compliance with any Laws or Regulations. S. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear ail claims, costs, losses, and damages (inclUding but nof limi�ed to all fees and charges af engineers, architects, attorneys, and other professionals and all crry o� roxr woxr�� 5'fANDARDCONSTRUCTID3� SPECIFICATION D�CifMGI�iTS Revision: 8I1�1 ao 72 aa - i G�N�RALGpi�pITIDN S Page 28 of 63 court or arbitration or other dispute resolution casts} arising out of or relating to such Work. However, it shall not be Contractar's r�sponsibility ta make certain that the Speciiications and Drawings are in accardance wit1� Laws and Regulatio�is, but this shall not relieve Contractor of Contractor's obIigations under Paragraph 3.{�2. C. Changes in Laws or Regulations not knorvn at th� time of opening of Sids ha�ving an eff�ct an the cost or time af performance af the Work may be the subject of an adjustmeni in Contract Price or Contit�act Time. 6.I1 Taxes A. On a cont�act award�d by the City, an oxganiza�ion which qualifies far exemption pursuant to Texas Tax Code, �ubchapter H, Sections 151.301-33� (as amended), the Contractor may purchase, rent or lease all r��.ferials, supplies and equiprnent used or consu�ned in the performance of thi� contract by issuing to his supplier an exemption eertificate in lieu o� the tax, said e�emption certif"icate to cornpIy with State Camp�roll�r's Ruling .007. Any such exemption cerk�cata issued to the Contractor m lieu of the tax shall be subJect ta ar�d shall comply w�th tk�e provision a£ State Comptraller's RUIing .Ol l, and arzy o�er app�icable rul'mgs pertaining to the Texas Tax Code, Subchapter H. B. Texas Tax permrts and information may be obtained from: Comptroller of Public Accounts Sales Ta� Di�ision Cap�al Station Austin, TX 78711; or 2. httpJ/www.window.state.tx.us/ta.xinfa/taxforms/93-forms.htrr�l 6.12 Use of Site and OtheN Ar�eas A. Limita�ian on Use of Site and 4iherAreas: Contraetor shall confu7e construction equipment, the storaga of mater�als and equipment, and the oparations of warkers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with canstructian equipznent or othet• materials or equipment. Contractor sha4 assunne fu11 responsibility for any damage to any such land or area, or to the owner ar occupant thereof, ar of any adjacent �and or areas resulting from the perfarmance of the Work. 2. At any tnne when, in the judgrnent of the City, the Contractor has obstructed or clased ox is earrying on. opexations in a partior� of a street, right-af-way, oe easement greater than is r�ecessaryfor proper execution ofthe Work, the City may require the Contractor to fnvsh the sectian on which operations are in progress b�fore work is comrr�enced on any addi�ional area of the Site. CITY OF FQRT 4dORTH STANDARDCONSTR�CTION SPECIPiC.AT]UN DOCUMEPT'iS Revision: 823/Xi2l 00720D-1 G�N�RAL CQNI]1TION 5 Page Z.9 of G3 3. Should any Darnage Claim be made by any such owner or occupant because of the performance af the Wnrk, Contractar shall prornptly att�inpt to resalve the Dama�e Claim. �. Pursuant to Pcaragraph b.21, Conlractor shall indemnify and hold harmless City, f�om ctnd agaznst all clairrts, costs, losses, and dar�rages arising o ut of oY relating to any ciaim o� action, legal or equitczble, brought by any such o�vner or occupant against City. B. Removal of Debris Du�rng Perforn�ance of the Wo�k.• During the progress of t�e Work Cont�actor shall Iteep ihe Site and other areas free from accumulation� of waste materials, rubbish, and ather debris. Removal and disposal of such waste matarials, rubbish, and other de6ris shal] conform to applicable Laws and Regulaiions. C. Site Maintenc��ace Gleaning; 24 hours after written nofiice is given to the Contractor that the clean-up on the job site is proceeding in a ma.nner unsatisfactozy io the City, i� the C�nt�•actar fails t�o correct the unsatisfactory procedure, tlze City may take sueh direct action as the City deems appropriate to carrect the clean-up defciencies cited to the Contractor in the wri�en notzce (by letter or electronic cammunicatian), and the casts of such direct action, p�us 25 % of �uch costs, shall be deducted from the monies due ar to become due to the Contractor. D. Fi�alSite Cleaning: Priorto �`inal Acceptance af the Wark Contractor shall ciean the Site and tha Wark and make it ready %r utilization by Ci�y or adjacent praperty owner. At the completion of trie Wark Contractor shall rernave from the Site all taals, appliances, construction equipment artd machin�ry, and surplus materials and shall restore to ariginal condition ar better all property disturbed by the Wtirk. E. Loading Structures: Contractdr shall not load nor perrnit any part of any structure to be load�d in any manner that will endanger the structure, nor shall Cont�•actar subject any part of ihe Worlc or adjacent property to stresses or pressures �hat will endanger it. 6.13 Recor^d Docurr�ents A. Cantraciar shall maintain in a safe place atthe Site or ir� a place designated by the Contractar and approved by the City, one {1) recard copy of all Drawings, �5pec�cations, Addenda, Change Orders., Field Orders, and written interpretations and clarifications � good order and annotatad to show changes tz�ade dt�ring canstructior�. These record docvments together with alI approved 5amples and a ea�nterpart of all accepted Submittals wiil be available to City far reference. iTpon campletion of tihe WorEc, these record documents, any operation and maintenance manuals, and 5ubmittals �ill ba dclivered to City prior to Final Inspection. Contraciar shall include acc�rate locations for buried and imbedded items. 6.1� Saf'ety and Protectian A. Cantz'actor shall be solely responsi6le for iniiiating, mairrtaining and supervising all sa%ty precautions and programs in connection with the Work. Such respansibility does not rel�eve Subcontractors of their responsibility for the safety of persons or property in the perfoarnnance af their v�ork, nor for complianca vvith applical�le saf�ty Laws and Regulations. Contractor shall crrY oe FORT woR�-�-� STANDARDC4I�STRUCT[�N SPECIF[CATI4N DQCUMENTS Revision: 523�21 007200-� GENERALCQI�DITIOHS Pa�e 36 of 63 take all necessary precautions for �he safety of, and shaIl provide the necessary pratection to prevent damage, injury or Ioss to: 1. all persons on the Site or who may be affected by the Wark; 2. alI the Worlc ar�d materials anci equiprnent ta be iricarporated therein, whether in storage nn or off the Site; and 3. other property at the Site or adjacent thereta, including tr�es, shr�bs, lawns, wallcs, pavements, roadways, stiructures, utilities, and Underground Facilities nat designated for rerna�ral, relocation, or rep�acemeni in the course oi construction. B. Contractor shall comply with all applicable Laws and Regulations relating to t�e safety of persans or propez�ty, or to the protection af persons or property from damage, inju�ty, or loss; and sY�all erect and maintain all necessary safeguards for such safety and protaction. Contractor shaII notify owners of adjacent property and of Underground Facitities and other utilily owners when prosecution of the Wark may affect them, and shall coaperate with therka in the protection, removal, relocation, and replacement of their property. C. Contractor shali comply vvith the applicable requirements of �City's safety programs, if any. D. Contracfior shall inform City of the specii�c requirements af Contractor's safety pragram, if any, with which City's ennployees and representatives mus� compIy while at the Srte. E. All damage, injury, ar loss to any property reFerred to in Paragraph 6.14.A.2 or 6.14.A.3 caused, directly or indirectly, in whoIe or in �art, by Cantractor, any SUbcontractor, Sup�Iier, or any oth�r individual or entity directly ar indirectly employed by any of them ta perfarm any of the Wark, or anyone for whose acts ar�y of them may be liable, �hall be reme.died by Contractor. F. Contractor's duties and respansibilities for safety and for protection of the Work shall continue until such tnne as all the Work is completed and Cily has accepied the Work. 6.15 Safety RepYesentative Contractor shall inforrn Gity in writing of Contractar's designated safety representative at the Site. 6.16 Haza�d Co�nmuniccrtianPr�ograrr�s Contractor shall be respansi�ale far coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged beLween or among employers in accordance with Laws or Regulations. 6.17 Emergencies andlar Rect�cation A. In emergencies affectiag the safety or protection of persons or the Work or property atthe Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, ar loss. Contractor shall give City prompt vsrritten notice i� Contractor believes that any significant CITYOF FORT WQRTH STANDARDCONSTRUCTION SPEC[�ICAT[ON D(7CUML3�IT5 Revision: 8 11312 0 2 1 oa�zao-i GENERALCON�ITIONS Page 3 l of 63 cha�g�s in the Work ar variatinns from th� Cnnfract Documents have been caused thereby or are required as a result thereo£ If City determiries that a change in the Conteact l�ocuments is require d because of the action taken by Contractar in response to such an emergency, a Change Oz'der may be issued. B. Should the Contractar fail to respond to a request fram the City to rectify any discrepancjes, omissions, or carrection necessary to canform r7vith the requirements of tl�� Co�tract Documents, the City shall give the Coniractor writ��n nntice that such work ox changes are to be performed. The written notice shall direct at�ention to the discrepant condi�ion and request the Contractar ta talce remedial action to carrect the condition. In the event the Gontractar does not take positive steps to fulfill fhis writien request, or does nat show just cause far not taking the proper action, wiihin 24 hours, the City may take such remedial action with Ci�y farce� or by coniract. Th� City shall deduct an amount equal to the entire costs for such remedial aet�on, plus 25%, from any funds due or become due the Contractor on the P�oject. 6.18 Subrraittals A. Cont7ractor shall submit required Subnnittals ta Ciry for re�iew and acceptance in accordance wiih the accepted Schedule of Submiitals (as required 6y Paragraph 2.0'7). Each submittal will be identified as City may require. 1. Submit number of copies specified in the GeneraI R�qui�•ements. 2. Datashown on the Submittal� will be cornplete with respectto quantities, dimensions, specif'ied pez-forrnance and desigr� criteria, zn.aterials, and sirnilar data to show Crty the seivices, znaterials, and equipment Contractor proposes to pro�ide and to enable �ity to re�iew the inf'ormation far the limited �urposes required by Paragraph b.18,C. 3, Submittals submitted as herein provided by Contractor and reviewed by City for confnrmance with the design concept shall be executed in conformity with the Contract Dacuments unless ofiherwise required by City. 4. When Submittals are submitted for the purpose oF showing #he installation in g�•eater detail, their re�iew shali not excuse Cont7ractor from requi�ements shawn on the Dravuings and Specificaiions. 5. For-Informatian-Only subrnittals upon which the City is not expeeted to conduct r�view or take responsive action may b� so identifi�d in the Contract Dnc�aments. 6. Submi� rec�ui�ed number of Samples specified in the Specificatians. 7. Clearly identify each Samp�e as to nnaterial, Supplier, pertinent data sueh as catalog nutnbers, the use for which int�nded and other data as City may require to enable City to review tha submittal for the lifnited purposes required by Paragraph 6.18.C. CITY dF FORT WORTH STANDARDCONSTRIFCTiON SP�CITiCAT[DN DOCiIMI.NTS Ravision: $2'jfZ021 4072Qp-1 GENERALCANDITIDN S flage 32 nf 63 B. Where a Submittal is requ�ed by the Contract Documents or the Schedule of SubmiEtals, any ralated Work perfo�•med prior to City's review and acceptance of the p�rtin�nt submittal will be at the sale ex�ense and responsibility of Coniractor. C. Caty's Review: 1. City will provide timely review of required Submittals in accardance with the Schedu�e of Subrnittals acceptable to City. City's review and acceptance vuill be only io deterrnine if the items cnv�red by the subrnittals will, af�er in�tallatian or incorporation in the Wark, conform to the information girren in the Con�ractDocuments and be compatible with t�e design aonGept of the completed 1'roject as a functioning whole as indicated by the Contract Documents. 2. City's review and acceptance will not exten.d to nn.eans, methods, te�luiiques, sequ�nces, or procedutes oi construction (except where a particular means, method, technique, seQuence, or procedure of constructiQn is spec�cally and e�pressly called far by the Confract Docu�nents) or tfl safety precautions or programs incident thereto. The raview and acceptance af a separaie i�em as such will not indicate approval o� the assembly in which the item functions. 3. Ciry's review and acceptance shall not relieve Contractor from responsibility for any variation from the requi�emenfs of the Contract Documenfis unless Contractor has complied with the requirements of Section O1 33 00 and City has given written acceptar�ce oi each such variation by spaci�c writ�en notation thereof incorporated in oc accorapanying the Sub�aittal. City's review and acceptance shall not reiieve Contrac�or from responsibility £or complying w�th the zeyuireme�ts of the Contract Documents. 6.19 Contina�irrgthe WoNk Except as �therwise pravided, Cantractor shall carry on the Work and adhere to the Project Scheciule during all di�putes or d�sagreements w�h City. Nn W�rk shall ba delayed or postponed pend�ng resal�,►iion of a�ty disputes or disagreerr�ents, except as City and Cont�actor may otherwise agree in writing. 6.20 Cont�actor's General Wa�ranty and Guarcantee A. Contractor warrants and guarantees to Crty that all Work will be in aceordance with the Contract Documents and will not be defect�ve. City anc� its officers, directors, rnembers, partners, ennployees, agenis, consultants, and subcontractars shall be entitled to rety on representatian of Cantractor's war�anty and guarantee. B. Contractor's warran�y and guarantee hereunder exaLudes defects ar damage caused by: 1, abuse, mod�"icatian, or irnproper maintenance or operation by persons ather than Contractor, Subcon�ractors, Suppliers, or any other iridividual or entity for whom Contractor is responsible; or C1TY OF FORT WOR'I'H S`CANDAIiDCONSTlil1CT10N SP�CiFiCAT[ON DO�iJNiENT5 Revision: 8i13fXJ21 0072D0-I G�N�RALCflN�ITIOiJS Pags 33 of b3 2, normal vlear and tear under norinal usage. C. Conteactor's abligation to �erform and co�nplete the Work in accordance with the Contract Documents shall be abso�ute. None of tne folIowing will constitute an aeceptanc� of Work that is not in accordance with the Contract Docuinenfs or a release of Contractnr's ob�igation ta perform the War1c in accordance with the Cont�act Doctaments: 1. observations by City; 2, recommendation or payment by Ci�y of any progress or final paytnent; tY�e issuance of a certificate of �'inal Acceptance by City or any payment related thareto by City; 4. use or occupancy of the Worlc or any par� ihereof by City; S, any review and acceptance of a Submittal by City; b. any i�spection, t�st, or approval by others; or 7. any correction of defecti�e Work by Ciky. D. The Caniractor shall remedy any defects or damages in the Work and pay for an� damage to other work or property resulting therefram which shall appear within a period of ttivo (2) years from the date of Final Acceptance ofthe �Vorl� unless a longer period is specified and shall furnish a good and su�'�ciani maintenance botid, complying with the requirements of Article 5.42.B, The Ciiy wil[ give notice of observed defect� with reasonabie pro�nptness. 6.21 Indemnifcation A. Cantractor cavenants and agrees to indemnify, hold harmless and defend, a� i�s ovv�t expense, the City, its a�cer�, servants and employees, from and against an� and all claims arising out of, or alleged to arise out of, �he r�vorl� and serv`[ces to be perform�d by tha Contrac�or, its officers, agents, employees, subcon�ractors, Iicenses or invitees under this Contract. THIS INDEMNiFiC`ATiON PR(}VI�ION IS �PF.C.'T C'AT.T.Y 1NTF,N1)F.n T(l QPFRATF AN7) RE TFEECTI'VE EVT TF TT YS A.T.FCiFi] nR PRnVFN THAT Ai�,a,, �RSQME nF THF DAMAGES RF.iNGS(�U[:HT VVi{;RF. C'A[TST,TI. N WHO .F OR TN PART. RV ANY ACT. OMTSSION OR NF, TLT tF,N��, OF THE CITY. This indemnity provision is intended to include, vv�it�out �imitation, indemnity for cosfs, ex�nses and lega[ fees incurred by the City in defending against such claims and causes afactions. B. Contractorcovenants andagrees toindemnifyand hold haruiless, atits owinexpense,#�e City, its o�ce rs, s�rvants and �mplvyees, from and agains t any and all loss, damage or des�ructimn af property of the City, a�risiz�g out o� or alleged to arise out o� the ravork and serwices to be perfannaed by the Contractor, �ts o�eet�s, a�ents, employees, sabco�trac#o�s, licensees or invitees under this Contract. �,�5 INDEIVINIFICAT�QN PRnVI�TnN i� C1TY pF FQRT WORTH STANDt1RI)COIVSTRUCTION SPECIFFCA'fIOH DpC4JMENTS Revisian: 8�13I2Q2] Q0720D-1 GENERALCON�ITION S Paga 34 of 63 � - �I- - = � _ \ 1 _ 1 1 1_ ' : .- — :- \ 1 _. �I / I_ \ - !� l 1 : ' :_ 1 1 � : � � : � 1/ 1 ._ _ 1 .�L C ► 1 _ �'f.- - �/ � � ► ■L._ � � : 1 � =-� —' ° ► 1 _ � ► 1 : . � — - -' — b.22 Delegcrtio�r of Professional Desagn Services A. Contractor will not be reguired to pra�ide professional design ser�ices unless such services are specificalIy required by the Cantract Documents for a portion of the Work ar unless such services are required ta carryout Cnntractor's responsibilities for construction means, methods, tecnniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or eyuipment are specif'ically requued of Contractor by the Contract Dacuments, City rvill specify all perfarmance and design criteria tk�at such seavices must satisfy. Con�racto�• shall cause such services or Gertifications to be provided by a praperly licensed profe5sional, whose signature and seal shall appear on aII drawings, calculations, specif'�cations, ceri'ifications, and Subrnitta�s prepared by suc� professional. S�abmrttals related to the Wark designed or certifzed by suah professional, if prepared by others, shall bear such professinnal's written approvaI wher� �utamitted to City. G City shall be entillad to rely upan i:he adequacy, accuracy and comp�eteness of the services, certif'ications or appravals perfarmed by such design pro%ssianals, pro�ided City has speci�ied to Contractor per%rmaneE and design criteria that such services must satisfy. D. Ptarsuant to this Paragraph 6.22, CiLy's review and acceptance of design calculatians and design draw�gs w�ll be only for the linnited purpose of checking for coriformance with perfarrr�ance a�d design criter�a given and the design concept expressed'm the ContxactDocuments. City's revie�v anci acceptance of Submittals (except design caiculations and design dravvings) will be only for the purpose stated in Paragraph 6.IS.C. 6.23 Raght to Audit A. The Coniractor agrees tl�at the Ciry shall, urrtil the e�iration of three (3) years after fmal paym�nt Uncfer this Contract, have access to and the right to examine and photocapy any directly pertinent books, dacuments, papers, and recnrds of the Contractor involving transactions reiating to this Contract. Contractor agrees that the Ci�y shall have access during Regular ��rl�g Hours to alI necessary Contractor faclitie� an�l shalI be provided adequate and appropriate work space in order to conduet audits in compliance with the provisions of this Paragraph. The City shall give Contractar reasonable advance notice of intended aud'hs. B. Contractar further agrees ta include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the exp�tatian of three (3) years after �inal payment under this Contract, have acc�ss to and the righ� to examirie and photocopy any directly pertinent books, documents, papers, and record� o�` such Subcontractor� involving transactions to the subcontract, and fu��her, that City shall have aecess during Regu�ar Workirig Hours to all G1Tif OF FORT WORTl-I STANDAKDCDTfSTRUCTION SPECIFICATION DOCiIM�Ni'S Revision: 8�13/�D2] ao�zoo-� GENERALCON�ITION S Page 35 of 63 Subcontractor facilities, and shall be provided adequate and apprapriate work space in order to conduct audits in compliance with the provisions nf this Paragraph. The City shalI giwe Subcontractor reasonable advance notice af iniended audits, C. Conteacior and Subcontractor agree to photocopy such dacuzx�ents as may be requested by th� City. The City agrees to reimburse Contractor �or the cost of the copies as fo�lows at the rate published in the Te�s Adrninistrative Code in effect as of the time copying is perfarmed. 6.24 NondiscYirninatian A, Tk�e City is responsib�e far oparati�g Ptzblic Transp�rtation Pragrams and implementing transit- related projects, �which are funded in pa��t with Federal ijnancial assistance awarded by the U.S. Department of Transportation and the Federal Transit Adminis�ration (FTA), without discriminating against any persan in tha United States on the basis of race,color, or national origin. B. Title Vl; Cavil RaghtsAct of 1964 as amended: Contractor shall comply with the ie�uirem.ents of the Act and the Regulations as fui�ther de�'ined in the Supplementary C.onditions for any project receiving Federal assistanca. ARTICLE 7— OTHER WORK AT THE SrTE 7.01 Related Wa�k atSite A. City may perform other worlc related to the Project at the Site with Cii�'s employees, or other City contractors, ar through other d'u•ect contractstherefor, or have other workperformed by utility owners. If such other work is not noted in the Contract Documents, then wrikten notice thereof wil] be given to Contractnr prior to starting any such other work; and B. Contractor �hall afford �ach other con�ractor who is a party to such a direct con�ract, each �tility owner, and City, if City is perfotming ather worlc with City's einpYoyees or other Ciiy contrac�ors, praper and safe access ta the Site, provide a reasonab�e opportunity for the introduction and storage of rnaterials and equipment and the executian of such nther vvork, and properly �oordinate the Wark with theirs. Contractor shall do all cut�ing, �'itting, and patchi�g of the Worlc that may be required to properly c.onnect or other�ise make its several parts came together and pro�arly integrate with such other work. Conlractor shall not endanger any work of athers by cuttirfg, exca�ating, or ath�rwise alter�ng such worl�; pravided, however, that Contractor rnay cut or alter oih�rs' work with t�ie written consent of Ciry and the others whose t�orlc will be aitected. C. Iithe proper executian or resuIts of any part of Con�ractor's Work depends upan wark performed by others under this Article 7, Contractor shall inspect such other wark and promptly report to City in writing any delays, defects, or deficiencies in such o�her work that render it una�ailable or unsuitabie for the proper executiQn and results of Contractor's Work. Contractar's failure to so report will constitute an acceptance of such other worl� as frt and pro�er for integration with Contractor's Work except for latent defects in the work provided by others. CITY OF FORT WOR'fH STANDARDCOIVSTRUCT1dN SPECIFIC,AT[ON dOCUML•TITS Revision: FJL3fZ021 ao�zaa-i ��N�w�,L co�€n[r�oN s Page 36 oF 63 7.fl2 COOf"L�l32C111QY1 A. If City intends to coniract �r'rtH others �or the per%rmane� af other work on the Project at the 5ite, the follawing wilt be set forth in Supplementary Conditions: 1. the individual or entity who will have authority and respansibility for coordination of the activities among the various contractors vvi11 be identified; 2. the specific ma�iers to be covered by such authority and responsibiIiLy will be it.emized; and 3, the extent of such authocity and responsibiIities wiIl be provided. B. Unless othervvise pro�ided �n the Supplem�ntary Cnnditions, City shall hav� autharity for such coordination. ARTZCLE 8— CITY' S RESPONSZBZL�I'�ES 8.01 Comtnunicatioras fo Contr�acto� Except as othervvise provided in the �upplementary Conditions, CiLy sI�all issue all communie�tions to Contractor, 8.02 Furnish Data City shall timely furnish the data requi�ed under the Contract Docuinents. S.Q3 Pay When Due Czty s�alI make payments to Contractor in accordance wi�h Article 14. 8.04 Lands and Easernents; Reparts and Tests City's duties witil respecfi to providirig lands and easements a�d providing engineering surveys to establish reference points are sef forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's identifying and making available ta Contraetor copies of reports of explorations and tests of subsurfac� conc�itions and drawings of physical condi�ions relating to existing surFace or subsurface structures at or contigUous to tk►e Site that have been utilized by City in preparing the Contract Documents. S.OS Chan.ge Orders City shaIl execuie Change Orders in accordance with Paragraph 10.03. 8.06 Inspections, Tests; a�adApprovcals City's responsibil.ity with respect ta certain inspections, tests, an.d approvals is set forth in Paragraph 13.a3. CI7'Y OF FORT WORTIi STA�BARaC01�5TRUCTION SPECIFICATiON DOCiJMENTS Revision: 823fA711 007200-I GENERALCOiJDIT10NS Page 37 oF 63 8.07 Limitations on City's Respot�sibilzties A. The City shall not s�pervis�, direct, or have control ar autkiority over, nor be responsib�e for, Cantractor's meatts, inethads, iechniques, sequences, or procedures of construction, or the safety precautions and programs mcident thereto, ar for any failure of Cantractor to comply with Laws an.d Regulations applicable to the performance of the Work. City wilI no� be responsible for Contractor's £ailure to perforrn the Work in accordance with the Con�ract Documents. B, City will notify the Contractoz• of applicab�e safeiy plans pursua�t ta Paragraph 6.14. 8,08 UndisclosedHazardousEnvironrnenfalConditian City's responsibility with respectto an undisclosed Hazardous Environmental Gondition is set foi�th in P aragraph 4.06. 8.fl9 Cornpliance with Safety Pro�Yam While at the Site, City"s employees and representatives shall camply with the specif�e applicable requirements of Contractor's safety programs of which City has been info��med pursuant to Pa�•agraph 6.14. ARTICLE 9— CITY'S OBSERVATION STATUS DURING CONSTRIICTION 9,01 City'sF�ojeclManager Crty will provide ane ot• more Project Manager(s) duric�g the construction period. Th� duiies and responsibilities and the limitations of authority of Crty's Project Manager during canstruction are set forth in the Contract Docurrienis. The City's ProJect Mana�er far this Contract is ident�ed it� the SUpplemantary Conditions. 9.02 Visils to Site A. City's Praject Manager `r,rill make vi�its to the Site at inter�als approp�•iate to the various stag�s of construction as Czty deez�►�s necessary in order to abser�e the progress that has been made �nd �he quality of the various aspec�s of Contractor's executed Work. Based on information ol�tained during such visits and observatians, City's Project Manager wilI deterrnine, in general, if the Work is proceeding in accordance with the Cnntraci Documen�s. City's Project Manager vvill not be requu•ed ta make exhaustive or continuovs inspections on the 5ite to check the quality or quaniity of the Work. Ci�t�+'s Project Manager's effarts will be directed toward providing City a greater d�gree of can�dence that the completed Vl�oz�k will conform .generally to the Contxact Documents. B. City's Prpject Manager's �isiCs and obsei•vations are subject to all the limita�ions on authority and responsibility in the Coniract Documents including those set forth in Paragraph 8.07. Gl'iY OF FORT WQRTH STANDARDCDNSTRUCTION SPEC[CICAT[ON �OCUMCNTS Revision: 8�'3C2021 oo�2ao-� GENERAL CON�IT ION S Page 38 of 63 9.03 AuthoNized Var�iations in Work City's Pro�ect Manager rnay authorize ininor variatinns in the Work from the requn•ements of the Cont�•act Documents which do nat in�valve an adjustmeni in the Contract Price or the Contract Time and are compatible with the design concept of the complefed Project as a funci�anmg whole as inciicated by the Contract Documants. These rr�ay be accamplished by a�ieId Order and will be h�nd'mg on City and also o� Cantractor, who shall perform the Worlc in�volved promptly. 9.04 RejectangDefective Work City� will have authority to re�ect Work whieh City's Project Manager believes to be defective, or will nQt produce a cornpleted Project that cor�forms to the Cant�•aet Documents or that will prejudice the �tegrity of the design concept of the cornpleted Project as a funetioning whole as indicatad by the Contract Doeurr►ents. City will have authority to conduct special inspection or testing o�the Work as pro�vided in Article 13, whether or not the Wark is fabric.ated, installed, or completec�. 9.05 Deiermir�ations for Work Perfarmeci Contractor rvill determirae the actual quantikies and classifications ofi Work performed. Ciry's 1'roject Managervr+ill re�iew wi�h Contractor the preliminary determinations on such rr�atters be%re rendering a written recommandation. City's written decision will be firial (except as madified to reflecf changed factual conditians or more accurate data.). 9.06 Decisions or� Requirefnents of ContYactDacumerrts and Acceptabili .ty of Work A. Ciry will be the initial interpreter of �he reyuirements of tk�e Contract Documents and judge of the acc�ptability af the Worlc thereunder. B. Ci�ty will render a written d�cision on any issue referred. C. City's written decision on the issue eeferred will be �nal and binding an the Coniractor, su�ject ta the provisions of Paragraph 10.06. ART�CLE 10 — C�ANGES IN THE WORK; CLAIMS; EXTRA WORK 1Q.01 Au.thorized Changes in the Work A. Withaut in�aIidating the Contract and wi�hout notice to any s�irety, Ciry nnay, at any turr�e or frQm time to time, order Extra Work Upon notice of such Extra Work, Contractar shall promptl� proceed with the Wark invalved which will be performed under the applicable conditions of the Contract Documents (e�cept as otherwise specifically providec�). E�ra Work shaIl be memorialized by a Change Order vsrhich may or may not precede an order of Extra wor�C. B. Par minar changes of Work not requiring changes to Contract Tiine or Contract Price, a�ield Drc�er may be issued by the C�ty, CTTYOFFORT WORTH STANDARDCONSTRUCTION SPECIrICAi'ION DOCUA^fENTS l2evision: 823/�021 00 �z ao , i GENERAL�ON�ITION 5 Page 39 of 63 I d.02 Unauthor�ized Changes i�a the kf�ork Contractor shall not be entitled to an �ncrease in the Canh•act Price or an e�tension of the Contract Time with respectto any w�rk performed that is not required by the Contracf Docuzxi.ents as amended, modi�ed, or supplemented as provided �n Paragraph 3.04, except in the case of an ernergency as provided in Paragraph 6.17. 10.03 Ex�c.ution ofChange �rde�s A. Cily and Cox►tractar shall execute appropriate Change Ord�rs covering: changes in the VLlork which are: (i) ord�red by City pursUantto Paragrap� 10,O1.A, (ii) required becaus� oi acceptance of defective Work under Paragraph 13.08 or City's correction of def�ctive Work under Paragraph 13.09, or (iu) agreed to by the parties; 2, changes in the Contract Priee or Contract Time which are agreed tn by the parties, incIuding any undi�puted sum ar amount af time for Worlc actually performed. 10.�4 Ext�a Work A. Should a difference arise as io what do�s or does not constitute E�tra Work, or as t.o the payment ther�of, and the City insists upon its performance, the C.antractor shall proceed �vith the work after making wcitten request for written arders and sk►a11 keep accurate account of the actual reasonabl� cost thereof. Contract Claims regarding E�rl�ra Work shalf be made pursuant to Paragraph 1 �.OG. B. The Contractor shall furnish the City such instaUation records aF all de viations from the origina l Contract Dacuments as may be necessary to enable the City ia prepare �or permanent record a corrected set of plans shawing ti�e actual itistallation. C, The eampensatian agreed upan for E�ra Work whethex• or nat inrtiated by a Change Order shall be a full, corr�plet� and final payment for all costs Cantrac�or incurs as a result or relating to the change ar Extra V1Jork, whether said casts are lmown, uril�own, foreseen or unfbreseen at ihat tune, including without Iirnitation, any costs for delay, extended overhead, ripple nr impact cost, or any other effeet on changed or unenanged warlc as a result of the change or Eatra Work. 10.45 Notifrcatron to Surety If the provisions of any bond r�quire notice to be given to a surety of any change affecting the general scop� of the Work or tf�e pro�isions of the Cont�•act Documents (including, but not limited io, Contract Price or Contract Time}, the giv�g of any such notice will be Contractor's responsibility, The amqunt of each applicable bond will he adjusted by the Contractar to reflect th� effect of any such change, cir� or roxT wo�-r�-� STANDAItDCON5T2UC'fIDN SPECIr[CAT[ON DOCiIMCNTS Revision: 823/7.021 00 �z aa - � G�N�RALCANbITIbNS Page 40 of 63 10.05 Co�atract Claims Ppocess A. Cfty's Decision Itequired: All Contract Claims, except those waived pUrsuant to Paragragh 14.09, slsall be referred tothe City for decision. A d�cision by City shall be reQuired as a conditioia precedent to any exercise by Contra.ctor of any rights or remedies he may otherwi�e have under the Contract Documents ar by Laws and Regulations in respect of such Cont�act Claims. B. Notice: 1. Written notice stating the general nature af each Contract Claun shall be delivered by the Contractor tn City na later than 15 days after the start af the event giving ri�e thereto. The responsibility to substantiate a Contract Claim sha�l rest vvith the party rr�aking the Contract Claim. 2. Notice of the amount or extent of the Con�ract Claim, �vith supporting data shal� be delivered to the City an or beiare 45 days from the start of the event �iving rise thereto {unless ihe City allows additional tu�ne far Contractor to sUbmit additional or more acc�urate data u� support oi such Contract Claim}. 3. A Conlract Claim for an adjust�nent �n Contract Price shall be prepared in accordance with the pro'visions of Paragraph 12.DI. 4. A Contract Claim for an adjustmenfi in Contract Time shall be prepared it� accordance with the provisions of Paragraph 12.02. S. Each Contract Clairn shall be acco�npan�ed by Cantraetor's written statement that the adjustment clairned is the en�ire adjustmerrt tt� which tl�te Contractorhelieves rt i5 entitled as a result of said event. 6. The City �hail submit any respanse to the Cornractor withiu 30 days after receipt of the claimant's la.st submittal (unless Contract allows addrtional �ime). C. City's Action: City will revi�w each Contract Claim and, withitl 3Q days after reeeipt of the last submittal of the Contractor, i£ any, take ane of the follawing actions in writing: I. deny the Contract C1aun in whole or in part; 2. approve tkte Contract Clann; or 3. notify the Contractor that the City is unable to resolve the Coniract Claim if, in the City's sole discretion, rt wouid be inapprapriate for the Ci�y to do so. For p�rrposes of further resalution of the Cantraci Claim, such notice shall be deemed a denial CITY �F FORT WORTH STANDARDCONSTRUCT[ON SPECIFICATION nOCUMBNTS Revision: 823/102I 00720.6-1 G�N�RALCONDITIONS Page 41 of 63 D. City's w�•itten action under Paragraph 10.06,C will be �'inal and binding, un[ess City or Contrao�or involce the dispute resolutian procedure sei forth in Article 16 within 30 days of such action or denial. E. No Contract Claitr3 for an adjust�nent in Contract Price or Cnntract Time will be valid if not submirted i� accordance vvith this Paragraph 10.46. ARTICLE ll— COST OF THE WOR�; ALLOWANCES; UNIT PRICE WORK; PLANS QIIANTITY MEASUREMENT 11.OI Costof the Work A. Costs Ia�cluded, The term Cost of the VVork means the sum of all cnsts, e�cept those excluded in Paragraph I1.O1.B, necessarily incurred and paid by Contractor in th� prnper perfot�mance of the Work. When the �alue n� any Work covered by a Change Order, the casts ta be reimbUx•sed to Cantractor will be only thase additional or incremental costs required because ofthe change in the Work. Such costs shall not include any of th.e costs i�emized in Paragraph Il.O1.B, and shall include hut nat be limiteci to the follawing items: l. Payroll costs far einployees in the duect employ of Contractor in the pet�formance of the WarIc under schedules af job classificatinns agre�d upon by City and Contractor. Such employees shall inclade, without Iimitation, superintendents, foremen, and other personnel employed full tune on the Work. Payroll costs for empZoyees not employed fup tirne ota the Work shall be app�rtic�ned on the basis af theu• time spent on the Work. Payroll cosis shal! inc lude; a. safaries wiih a SS% rnarl�ip, or b. salaries and wages plus the cnsi of fringe beneftis, which shalI include socia.l securiry cQntributions, un�mployrnent, excise, and payrolI taxes, worlc�rs' compensation, health and retirement beneirts, bonuses, sicl� leave, vacation and holiday pay applieable theretQ. The expenses af performing Work outslde of Regular Working Hours, Weekend Warking Hours, or legal holidays, shall be included in the abo�e to the extent authorized by City. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and starage therea�, and Suppliers' field services required in connection tYterewith. 3. Rentals of all canstructioz�► equiprnent and machinery, and the parts thereof whether rented from Coni�actar or others in accordance with rental agreements approved E�y City, and the costs of transportation, loading, unloading, assembly, disrnantling, and removal thereo£ All such casts snall b� in accordance with ti1� terrns of saYd rental agteements. The rental of any such equiprn�nt, machin�ty, or parts shall cease when the use thereof is no langer necessary %r the Wark. C1TY OF FORT WORTH STANDARI}C4NSTRUCTION 5PrC1PICAT[ON DOCi1MENT3 Revision: Bf1,3i�(121 Ofl7200-I G�NERAL CONDITION S Page 42 of 63 �. Payments made by Contractor td Subeontractors �or Work performed by 5ubcontractars. If requi�'ed by Gzty, Contiractor sha�l abtain compe�itive bids fi•am subcontractors acc�ptable ta City and Coniractor and shall deliver such bids to Ci�y, who will then determine, which bids, if any, w'tU be acc�ptablc. If any subcon�ract provides that th� Subcon�actor is to be paid on i:he basis of Cost of the Work plus a fee, the Subconiractor's Cnst of the Wor1c and fee shall be deterrnined i� the same rnanner as Contractar's Cost of the Work and fee as prnvided itt this Paragraph ll.fl1. 5. Cnsts a� special consuitants (including but not limited to engineers, archi�ects, testing laboratories, surveyors, atlarneys, and accountants} empIoyed for services specif'ically related to the Work. 6. Supplemental costs including �he followirig: a. The praportion of necessary transportation, iravel, and subsistence expe�rses of Contractar's einployees incurred in discharge qf duties cannected �vith �he Work. b. Cost, including f.ransporf�.tion and mainienance, of all matecials, supplies, eyuipnnent, machinery, appliances, offc�, and temporary facilities at the Site, and hand too�s not owned by the workers, which are consumed in the per%rrnance af the Work, and cost, less market va�ue, of such i�enas used bt�t not consumed which remain the �roperty oi Contractar. c. Sales, consuiner, use, and other similar taxes related to the Work, and for which Contractor is liable not covered under Paragraph 6.1I, as unposed by La�vs and Regulat�or�s. d. Depasi�s lost for causes other than negGgence af Contractor, any Subcontractor, or anyone d�ectly or indirectly employed by any of them or for whose acis any of tlzem may be liable, and rayalty payments and fees for permits and licenses. e. Losses and damages (and related expenses) caused by da�nage ta the Work, not cornp�nsaied by insurance or otherwise, sustained by Contractor in connectian with the performance of tl�e Wark, provided such Iosses and darnages have resulted from causes other than the negligence of Contractor, any Subconiractor, nr anyone directly or indirectly ernployed by any of them or for whose acts any of them may be liable. Sucn losses shall include settlements made wit� the written consent and approval of City. No sue� losses, damages, and expenses shall be included in the Cost of the Work for the purpase af determining Conlractor's fee. f The cost of utilities, fuel, and sani�ary facilities at the Site. g. Minor expenses sueh as telegrams, long distance telephone calls, telephone and communicatian services at the Sit�, express and courier services, and sirnilar petry cash items in connection with tlae �VorI�. ciTY or ro►z�r wox� STAIVI]ARDCONSTR[1CTION SPECIFICkT10N DOCLJ[v1ENTS Revision; 82i�Z1 oo�zoa-i GENERFIL CANO ITION S Page 43 of 63 h. The costs of premiums for all bonds and insurance Cant�•actor is requ�red by the Coniract Docurnents to purchas� and maintain. B. Cnsts Excluded.• The term Cast af the Work shall not include any of the follow�g itetxis: Payroll costs and other coinpensation of Contractor's officers, executives, principals (of partnerships and sola proprietor�hips), genaral managers, safety managers, enginaers, arch�teets, estnnators, at�orneys, auditors, accountants, p�archasing and contracting agents, expediters, tiirtekee.pers, clerks, and othex personnel employed by Contractor, whether at the Site or in Confiractor's principal or branch afFice far general adf�n.i�7istration �f the Work and not specifieally included in the agreed upon schedule af job classifzcations ceferred to irt Paragraph 11.O1.A.1 or specifically covez•ed by 1'�ragraph 11.O1.A.4, alI of which are to be consicfered adminis.t�ative costs covered by the Contractoi's fae. 2. Expenses of Contractor's principal and branch of�ces other than Contractor's office at the S�te. 3. Any part of Cantractar's capital eXpenses, including interest on Cantractar's capi�tal employed for the Worl� and charges against Cont�actor for delinc�uent payments. 4. Casts due to the negligence of Contractor, any Subcontractor, ar anyone directly or indirectly employed by any of fhem or fbr whose acts any of them may be liable, inciuding but not limi�ed to, the correction o� defective V41ork, disposal of rnaterials or eguipm�nt wrongly supplied, and making good any damage to property. S. Other overhead or general exp�ense costs af any lcind. C. Contractor's Fee: When all the Wor% is performed on the basis of cost-plus, Contractor's fee shall be dete�•mined as set forth in ihe Agreement. W�en the �alue of any Worlc covered by a Change Order for an adjusttnent in Cai�tr�et Price is determined on f.he basis of Co�t of the Worlc, Con�ractor's fee shall be deterrnined as sei farth in Parag�•aph 12.O1.C. D. Docur�entation: Whenever the Cost of the Work for any putpose is to be determined pursuant to Paragraphs 11.O1.A and 1LOl.B, Contractar will establish and �ainfain records thereaf in acco�•dance with generalfy accepted accountu�g practices and submit in a form acceptabie to City an rterz�ized cost breakdown tagether with aupporting data. I1.02 Allowances A, SpecrfiedAllawance: It is understood t�at Cantraetor has included in the eantract Price all allowances so named in ihe Contract Documents and shall cause the Wark sa covered ta be performed for such sums and by such persons or entities as may be acceptable to City. B. Pre-bid Allawances: I. Con%actar agrees thai; c�TY or roxT waR�z STANDAIiDCONSTR[1C7'IpN SPEC[F1CA7'[pM DQCUMETITS Revision_ 81zi12021 aa7zoo-� cEN�aa,�.coNoi�ia�s Page 44 of G3 a. the �are-bid allawances include the cost to Caniractor �f materiaL� and equipmeni required by the aIlowances to be del'cvered at the Site, and aIl applicable taxes; and b. Contract�r's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other e�penses contemplated %r t11e pre-bid allowances have been ineluded in the allowances, and no demand far additionai pa�ment on accaun# of any of the foregoing will be �alid. C. CantangencyAilawance: Cantractar agrees that a corrtingency allowance, 'rf any, is far tha sole use of City. D. Priar to final payment, an appropriate C.hange Order wili be issued to reflectactual amaunts due Contractor an account af Work covered by allowances, and the Contract Price shall be corcespondingly adjusted. 11.03 Un.itP�^ice Work A, Where ihe Contract Documants pror�ide that all or part of the Work is to be Unrt Price Work, initia.11y the Cont�act Price wilI be deerned tn include for all Unit Price Work an amount equal to the sum of the unit price far eachseparately identified item of Unit Price Work times the estimated quantity of each itein as indicaied in tne Agireennent. B. Th� estimat�d quantities of items of Unit Price Work are not guaranteed and are sale�y for the p�pose of comparison of Bids and determining an ini�ial Cantract Price. Deterrninations of the actuai quant�ties and classifcations af Unit Price Work performed by Contractor will be made by City sul��ect to tha provisions of Paragraph 9.05. C. Each unit price v�ill be deemed ta inclt�de an amount considered by Con�raetor to be adequate to cover Cantractor's overhead and profrt for each separately identified item. Work c�escribed in the Contract Documents, or reasonably inferred as required for a functionally cbmplete instal�.tinn, but not identified in the listing of unit price items shall be considerec� incidental to unit price work l�ted and the cast of incid�ntal wark included as part of the unit price. D. Ci�ty may make an adjustment � the Contract Pric� ui �.ccordance with Paragraph 12.01 if: 1. the quantity of any �terr� of Unit Price �Vork pe�'farmed by Contractor d�fers materially and signifcantly from the estirnated quantity of such item indicated in �he Agreernent; and 2. there is no c�rrespond'mg adjustment with r�spectto any other item of Work. E. �ncreased ar� Decreased Qutxntit�es: The City reserves the right to order Extra Work in accordance r�vith Paragraph 10.01. 1. If the changes in quantities or the alterations do not sign�icantly change the character of vvork under the Coniract Docurnents, the alt�red work will be paid for at the Coniract unit price. C1TY OP FORT WORTH STANDAItDC01ii�TRUCT]ON SPECIFICAT[ON DOCUMEIVTS Revision: 823J�.a2] o.o�zoo-t GENERALCOiJ171710N S Page 45 of 63. 2. If the chan�es in quantrties ar altexations signiticani'Iy change the cnaracter o� worlc, the Contract will be amended by a Change Order. 3. If no unit prices exist, this will be considere.d Extra Work and the Contract will be amended by a Cha.nge Order �it� accorciance with Article 12. A. A signi�cant change in the character of wark occurs wnen: a. the character of work for an� Item as altered differs materialIy in lcind or nature fram that in the Contract or b. a Major ltem af wo�•k varies by more than 25% fram the original Contract quantiry. S. When the quantity af work to be done under any Majar Item of the Con#a•aet is more than 125% of the original guantity stated in the Cont�•act, then either party to the Contract �nay request an adjustment to tl�e unit price on the por�iott of %h� work that is above 125%. 6. When th� quaniity of work to be done under any Ma,�ar Item of the Contract is less than 75°/n of the orig'rnal quantiity stated in the Cantract, then eithei° party to the Cont�ract may request an adjustment io the unit price. 11.04 Plctns Quantity Nleasuren�ent A. Plans quantities may or may not represen.tthe exact quantity of work performed or materi�l moved, handled, or placed durirtg the execution of tl�e Cantract. The estimated bid quantities are designated as ftnal payment auanti�ies, uniess �•evis�d by the governing �ection or this Article. B. If the quantity measured as autlined under "Prrce and Payment Proced�.u'�s" varies by �nore than 25% (or as stipulatie� under "Price and Payment Procedures'' for specific I#ei�ns) frorr� the tatal estimated quantity %r an individual Iterr� origit�ally shown in the Contract Docurnents, an adjustinent may be made to the quantity of authorized worIc done far payment p�rpases. The party to the Contract requesting the adjustment will provide �eld meas�rements and ealculations showing the final quantity for which payment will b� made. Payment for re�ised quantity will be made at the unit price bid for that Itiern, except as provided for in Article 10. C. When quantities ara i•evised by a change in design approved by the City, by Change Order, or to correct an error, or to correctanerrar an the plans, the plans quantity will be it�creasedor decreased by the amount invalved in the change, and the 25% variance will apply to the new plans quaritity. D. I� the total Contract quantiry multiplied by ihe unit price bid for an individual Item is less than $250 and the Item is not originally a plans quantity Itam, then �he Item may be� paid as a plans quantiry Itecn if the City and Contractor agree in writing to f� the final yuantity as a plans quantity. ciTY or r•oxT wox-rx S'['ANI7ARDCON3TRUCT[ON SPFC[f1CATi0N DOCLIMENTS Ravision° 813l1021 OD7200-1 G�NERALCAN�ITI6N 5 Page 45 af 63 E. For callout workornon-site specific Contracts,tl�e plans quantity measurementreqUirements at'e not appIicable. ARTICLE 12, — CHANGE OF CONTRACT PRICE; CHANGE �F CONTRACT TIME 12A1 Ghange afCont�actPrfce A. The Contract Price rnay only be changed by a Change Order. B. The vaIue of any Work covered by a Change Order will be determined as follows: 1. where the �7k�ork involved is covered by uni� prices contained in the Contraci Documents, by application Qf such uni� prices to �he quaniities ofthe i�ems invalr�ed (subject to the pravisions of Paragraph IlA3); or 2, where the Work invoIvec� is not covered by utut prices conta�ned in the Corhract Documents, by a mut�aalIy agreed lump sum or unit price (which may include an alIowance for overhead and profi� not nec�ssarily in accorciance with Paragraph 12.O1.C.2}, and shall incIude the cos# af any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. vvhere the Work ir�volved is t�ot covered by unit prices containad in the Cont�act Ddcuments anc� agreementto a lump sUm or unit price is not reaehedUnder Paragraph 12A1.B.2, an the basis oithe Cost �f the Work (determined as pravided in 1'aragraph I I.01} plus a Contracior's Fee for overh�ad and profrt (determined as providec� in Paragraph 12.O1.C). C. Contractor's Fee: The Contractor's additional fee for overhead and profit shaIl be det�rmined as follows: 1. a mutually acceptable £'�ed fee; or 2. if a f�ed fee is not agreed upon, then a fee based an the following percentages oftHe various portions of ihe Cost af the Work: a. far casts incurred under Paragraphs 11.O1.A.1, 11.01.A.2. and IlA1.A.3, the Contractor's additional fee shall be 15 percent except far: 1) rental fees for Conl;ractor's own equipment using standard rental rates; 2� bands andinsurance; b. for costs incurred under Paragtaph I1.01.A.4 and 1 I.O1.A.S, the Contractor's fee shal[ b� fir�e percent (5%); 1) where one or more tiers of subcor�racis are nn the basis of Cost af the Work plus a fee and no fiXed fee is agreed upan, the intent of Paragraphs 12.O1.C.2.a and 12.O1.C.2.b is that the Subcontractor who actually performs the Worl�, at whatever CIT'Y OF FORT WOTtTH STANDAR➢CONSTR[1CTION SPECIFICA'CiOIV DOCUNEEIVTS Revision: �2.iIZQ2l ao�zao-t GENERAL CQN�ITION 5 Page 47 nf 63 tier, wili be paid a fee oF 15 percent of the costs incurred by such Subcontractar under Paragraphs 11.01.A. ] and 11.O1,A.2 and that any higher tzer Subcontractar and Contractor wiEl each be paid a fe� of fi�e percent (5%) of the amount paid to the ne�t lower tiez• Subco��tractar, however in nd case shall the cUrnu[ative total of fees paid be in exeess of 25%; c. na f�� shall be payable on the basis of costs ite�nized under Paragraphs 11.O1.A.6, and 11.O1.B; d. the amount of credit to be altawed by Contractor to City far any change which results � a net decrease in cost will be the amount of the actual netdecrease in cost plus a deduetion in Cont�actar's fee by an amount equal to fi�e percent {5%) of such net decrease. I2.02 Change of CantNact Ttme A. The Contract Time rnay only be changed by a Change Order. B, No extension o�the ContractTim� wiil be alIowad for Extra Work or for claimed delay unless the Extra Work contemplated or claimed delay is shovvn to be on the critical path of t1�e Proj�et Sclledu�e or Contractor can show by Ci itical Path Method ana[ysis how the E�tra Worlc ar claime d delay adversely affects ihe critical path. 12.03 Delays A. Where Contractar is rea5onably delayed in the perfror��aance or completion �i any part of �he Worlc within the Contract Time dua to delay beyond the contz•ol of Contractar, the Contract Time may be extended in an amount equal to the time lost d�re to such delay � a Contract Claim �s naade therefar. Delays beyond the conirol of Contractor shail include, but not be limited to, acts or negleci by City, acts or neglect of utility owners or other contractors performing otl�er work as cantemplated by Article 7, fires, floods, epidez�nics, abnorma� weather conditions, or acts of God. Such an adjustment shall be Contractor's so�a as�d exclusive reinedy for the deIays described in t.�is Paragraph. B. If Contractor is delayed, City shall nnt be liable to Contractar for any claims, casts, losses, or damages (including but not lunited to alI fees and charges of engineers, arcl�itects, attorneys, and other professionals an.d alI court or arbitration or o�her dispute resolu�ion costs) s�stained by Contractor on or in cannection v�i�h any other project or anticipated project. C. Cantractor shall nt�t be entitled to an adjustmeni in Contxact Price ar Cantract Time for delays witk�in the cantrol of Contractor. DeIays attributable to and within the control of a Subcon.traetor or Supplier shall be deeme� to be delays within the conteol of Contractor. D. The Contractor shall receive no cot�npensation for delays or hindrances ia ihe Worlt, eXcept when direct and unavoidable extra cost to the Contractar is caused by the fail�are of tha City to provide information or material, if any, which is to be furnished by the City. crrY or H aR�• wo�T� STANQARDCONSTRUCT[ON SPGCIFICATION DdCL1M�NTS Revisio.n: &?.3/Z021 0072QO-1 GENERAI� CANQITIQN 5 P�e 48 of G3 ARTICLE 13 — TESTS AND r1VSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects Notice of all defective Work af v�rhich City has actual lmowledge will be given to Contractor. De%ctive Work may be rejected, corrected, ar accepted as provided in this Article l3. 13.02 Access to Work City, independent testing laboratories, ancE governrnental agencies with jurisdictional interests will have access to fhe Site and fihe Work at r�asona6le times for iheir observation, inspection, and testin�. Contractor shall provide t�em p�roper and safe conditions fnr such access and advise them of Cant�actor's safety procedures and progra�ns so that they may compIy tharewith as applicable. 13.03 Tests and Irespeetians A. Contractor shall gi�e City timely notice of readiness of tne Vi�ork far all required inspections, t�sts, or approvals and shall cooperate with inspection and testing persar3nel io facilitate req�ai.red inspections or tesfs. B. If Can�ract Documents, Laws or Regulations o�' any public body ha�ing jurisdiction rec�uire any of the Work (or part thereo� to be ir�spect�d, tested, or appro�ed, Contractor shall asswne full r�sponsibiliry for arrar�ging and obtaining suchindependent inspections, tests, retests ar approvals, pay all costs in connection therewith, and �urnish Cily the requu�ed certificates af mspection or appraval; excepting, however, those fees specif"ically identified in t�e Supplementary Candi�ions or any Texas DeparttnentafLicensure and Regulation (TDLR) inspections, which sha�l be paid as described in the Supplementary Condi�ions. C. Cont�•acior shall be respon�ible for arranging and obtainir�g and shall pay alI casts in connection with any inspectians, �ests, re�iests, or approvals required far City's acceptance oi rnaterials or equipment to be incorporated in the Work; or acc�ptance of fnaterials, m� designs, or equipment submitt�d for approval prior to Contractor's purchase thereaf for incorporation in the Wo��k. Such inspections, tests, re-tests, or approvals shaU be perfarmed by organiza.tions accaptable to City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing"} for any part of the Work, as determir�ed soleIy by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 13.Q3 D result in a"fail", "did not pass" or other similar negat�v� resuli, the Cont�actar sh.all be responsible %r paying for any and all retes�s. Canfi•actor's cancelIation without cause of City iniiiated Testing shall be deemed a negative result and require a retest. CITY dF FORT WORTH 51'ELIZDARDCONSTRUCT[ON SPECIFICATION �OCUMEI�i`['S Revisian: 8r1311021 40720D-1 GENERf1L C6NDlTION S Page 49 af 63 Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the Testing Lab by Contractor, City will forward all invoic�s far retests to Contractor. 4. If Contractor fails io pay ihe Testing Lab, City wi� not issue Final Payrnent until the Testing Lab is paid. E. If any Worif (ar tkae wark of others) that is to be inspected, tested, or appror�ed is cov�red by Contractor wzthout varitten cone�arrence of City, Contractar shall, if requested by Cify, w3cover such Work for observation. F. Uncovering Woric as provided irr Paragraph I3.03.E shall be at Cont�actor's expense. G. Contractor shall have the right to malce a Contract Claim regardirig any retest or invoice issued �ander Sectian 13.03 D. 13.Q�- Uncoveri�g Work A, If any Work is covered eontrary �o the Contract Dacuments or �peci�c instructions by the City, it tnust, if requested hy Ciiy, be uncov�red fo�• City's observation and replaced at Contractor's expense. S. If City considers it necessary or advisable that covered Work be observed by City or inspected or tested by others, Contractor, at City's request, shall unaover, expase, or otnerwisa make ava�7able for observation, inspectian, ar testing as City may require, that portion af �the Work in question, furnishing aIl necessary labor, material, and equipinent. 1. If it is found that the unco�ered V�Iork is defective, Contractar shall pay al� claiens, casts, lossas, and damagas (incIuding 6ut not limited to all fees and charges of engiueers, archi�ects, attarneys, and other professionals and all caut�t or other dispUte resol�tion costs) arising out o�' or relating to sizch unco�ering, exposure, observation, inspection, and testing, and o�' satisfactory replacement or reconstruction (including but not limited to a11 costs of r�pau- or replaceix�ent of work of others); or City shall be antitled to acceptdafective Work in accordance with Paragraph 13.08 in which case Contractar shal] still be respansible for all casts associated with exposing, observing, and testing th� defecti�e Work. 2. If the uncavered Wark is not found to be defective, Conte•actor shall be allowed an increase in the Cont�actPriceor anextensio� ofthe Cant�ractTime, or bot�, directly attributahle to such uncovering, expasure, obser�atzon, inspeciion, testing, replacement, and recanstruction. 13.OS City May Stop the Wo�k If the Work is defective, or Cont�•actor faiis �o supply sufficient slciIied workers ar suitable materiais or equipment, or fails to perform the Work in such a way that the completed Work wilI confarrn to the Contract Doct�ments, City may ord�r Contractor �a stop the Work, or any portion thereof, until tne cause for such drefer has been eliminated; hawevez, this right of City to stop the Wor�C shall not give rise to any duty on the part of City #o exercise this right for ihe bene�'� of Contractor, any ciry ar eox�r wox� STAI�i)AItDCf]NS7RUC3'lOtd SPGCIFICAT[ON �OCtIN[ENTS Revision: �2.'3lZdi] aonon-i GEN�RALCANiJITION S P�e 50 af 63 Subcontractor, any Supplier, any other individual or entity, or any surety for, ar employee or agent of any af them. 13.06 Correction o�^Removal of Defective Work A. Promptly afterreceipt of written notice, Cantrac�or shall corxeat all defective Worlc pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by Ci�y, rernove it from the Project and replace it �vith Work that i�s �at defective. Coniractor shall pay all claims, casts, addi�ional testing, losses, and damages (including but not limited to all fees and charges af enginee�s, architects, attorneys, and afil�er professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or remaval (�cluding but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any de�ective Work shall not constitute acceptance ofsuch �Vork. B. When correcting defective Work under the terms of this Paragi°aph 13.06 or Paragraph 13.07, Contractor shall talee no action that would void ar othei•wise icnpa�r City's special warrant� and guarantee, if any, on said Work. 13.07 Correction Pe�iod A. If within iwo (2} years aft�r the date of Final Acceptance (or such Ionger period of time as may be prescribed by the terms oi any applicable special guarantee required by the Contract Dacuments), any Work is found to be defecfive, or if the repair of any damages to the land or areas made available far Contractar's use by City or permitted �y Laws and Regulations as contemplated in Paragraph5.l0.A is found to be defective, Contractor shall praaz�ptly, without costto City and in accordance with City's written instructions: 1. repair such defective �and ar areas; or 2. correct such defective Work; or 3. i�f fhe defective Work has been rejected by Ciry, remove it froEn the �roject and replace it with Work that is not defective, and 4. satisfaotorily cQrrect or re�air or rezx3ove and replac� any damage to other Work, to the wark of athers ar other land or areas resulting therefrom. B. If Contractor does not promptly comply r�vith the terins of City's written instructions, or in an emergeney where delay wouid cause serious risk af loss or ciarnage, City may have the defective Work corrected ar repairad or may have the rejected Wock removed and replaced. All claims, costs, Iosses, and damages {including but not limited to all fees and charges of engineers, archi�ects, attorneys, and other professiona�s ar�d all cour� or other dispute resoIution costs) arising out af ar relating to such correctian or repair or such remaval and rep�acement {includ'mg but not limited ta alI costs of repair ar replacement af work of others) will be paid by Cant�actor. CITY DF FORT WpRTH STANDARDCqNSTRUCTION SPCCirICAT14N DDCUIYiENTS Revisia�3: 8�23/2D21 00 �z ao - � GENERAL CON�IT ION S Page 5 l of fi3 C. In special aircL�rrastances where a particuIar item of equipment is placed in continuous service bafore Final Acceptance af all the VVorl�, the correction period for that itein may start to run from an earlier date if so prov�ided in the Cantract Dacuments. D. Where de%ctive Wnrk (and damage to o�er Work resulting therefrom) has been corrected or removed and re��aced under this Paragraph I3.07, the correction period hereunder with respect to such Work may be rec�uired to be ex#ended for an additional period of one year af�er the end of the initial correction periad. City shall provide 30 days vvritien notice to Contractor should such addrtional warranty. coverage be required. Contractor may dispute this requirement by fiIing a Contract Claim, pursuant to Paragraph 10,06. E. Contractor's abligations under this Paragraph 13.07 are in addi�ion to any ofher obligatian or warranty. The provisions Of i�lIS Paragrapk� 13.07 shall not be construad as a substitute for, or a waiver of, the pravisions af any applicable statute of Iimitation or repose, 13.08 Acceptance afDefectave Work If, instead of' requiririg correction or ramovaI and r�placement of defective Worl�, City prefers fa accept ii, City may do so. Contractar shall pay all cla.ims, costs, losses, and damages (includi�g but noi Iimited to all �ees anci charges oi engineers, architects, attorneys, and other prafessionals and all court or other dispute resolution costs) attributable to Ci�ty's evaluation o.f and d�tarmination to accepi suGh defective Work and for the diminished vaIue of the Work to the extent not othaewise paid by Cantractor. If any such acceptance occ�rs prior to I'inal Acceptance, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respeet to the Work, and City shall 6e entitled to an appropriate decrease in the Contract Price, reflecting the diminished value af Work so accepted. 13.09 City May CorrectDefective Work A. If Can�a•actar faiLs within a reasonable time after written notice f'roin City to correct defective Wark, or to remove and replace rejected V4rork as required by City � accordance with Paragraph 13.06.A, or if Contractar fails ta perforrn the Worlc in accordance with the Contract Documents, or if Cont�•actor fails to comply witl2 any other provision of the Contraci Documen�s, City may, after seven (7} days written notice to Con�ractar, correat, ar remedy any such de�ciency. B. In exercismg the rights and reinedies under this Paragraph 13A9, City shall praceed expeditiously. In connection with such correctiue or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or pa�� of the Worlc a�d susp�nd Contractor's services related thereta, and ineorporate in the WorZc alI rnat�rial� and eqUipment incorporated in the Worlc, stored at the Siie or for which City has paid Contractor but which are stored elsewhere. Contra.ctor shaIl allow City, Crty's representatives, agents, consultants, employees, and Gity's oiher contraetors, access to the Site to enable City to e.xercise the rights and remedies under this P aragraph. C. All claims, costs, losses, and damages (including hut not limited to all fees and charges o� engineers, architects, attarneys, and other professionals and all cour� or oiher dispute resolution C1TY OF FOR'C WOR"CH ST�NDARDCONS'£RUCTION SPECIFICAT[OM DOCUIv1EN'I'S Revision: &73I1�2! ao�zoo-� GENERALCQN�ITI�NS Page 52 af 63 costs) incurred or susta�ned by City in exerci�ing the rigl�ts and remedi�s under this Paragj•aph 13.09 wilI be cl�arged against Contractor, and a Change Orcier will be issued �ncorporating the necessaryrevisions in tha Gontract Documents with respect to the Work; and Ci�y shall be entitled io an appropriate decrease in the Contract Prica. D. Contraciar shall not perfarmance of the �'ar�grapl� 13.�9. be allowed an extensian of the Contract Time becaus� of any delay in the Wo�•k attributable to the exercise of City's rights and remedies under this ARTICLE 1� �—PAYM�N'T� TO CONTRA.CTORAND GOMPLETION 14.01 Schedule of Values The Schedute of VaIues for �ump sum contracts established as provzded in Para�;raph 2.07 �ill serve as the basis for progress Payments and will be incorporated inio a forrn of Application for Pay�merrt ace�ptable to City. Pragress payments on account of Unit Price Work will be based on the number of units campleted. 14.42 Prog�ess Payments A. Ap�rlicatiortsfo�Pcxyments.� 1. Contractor is responsible far providing aIl information as required to became a vendor of the Ciry. 2. At least 20 days befare the date esta.blished in th� General Requi�einents for each progress payment, Contractor shall submit to City for review an Application for Payment fiIled out and signed by Contractor covering the Work coar►pleted as af the date of the Application and accompanied by such suppor�ing documentation as �s required by the Contc•act Documents. 3. If payment is requested an the basis of materials and equipment not incaYporated in� the Wark but delivered and s�itably stored at the Site or at another location agreed to in writing, the Application %r Payment s�all also be accoznpanied by a bi�l of sale, invc�ice, or ather documentation warranting that Gity has received the material� and equiptiaent free and clear of all Liens and evidence that the materials and equ'rpment are covered by appropriate insurance or othsr arrangements to protect City's interest therein, all of which m�ast be satisfactory to City. 4. Beginning with the second Application for Payment, each Application shall include an affida�it of Contractor staiing that previous progress payments rec�iv�d on accaunt of the Work have b�en applied on account to di�scharge Gontractor's legitimate obligations associated with prior Appfications for Paytnent. S. The ainount af retainage witl� respect to progress payments will be as described in subsection C. unless otherwise stipula�ed in the Contract Documents. C1TY OI' rORT WORTtI STANT7ARDCONS'fRUCTiON SPECIFiCATION DOCUMENTS Revi sion: 82'i/�021 00 7z oa - i G�NERaLCONoIrI�Ns Page S3 Pf 63 B. Review ofApplicaliov�s: l. City will, after receipt of each Application for Payment, either indicate in writing a recommendation of payinent or return the Application to Contractor indicatit-►g reasons for refusing payment. In the latter case, Contractor may make t11e necessary corrections and resubmii the Applicatian. 2. City's proe�ssing of any payment requested in an Application far Paytnent will be based on City's observations of the executed W�rlc, and on City's ze�iew of ihe Application for Payment and the accompanying data an.d schedules, that to the best of City's knowledge: a, the Work has progressed to the point indicated; b. the quality of the Work is generally in accardance with the Contract Ddcuments (subject to an e�aIuation oi the Work as a functianing whole prior to or ttpon Fiit�al Acceptance, the results of any subsequent tests called for in the Contract Dacuments, a final determination of quantit�es and classifications far Work performed �inder Paragraph 9.05, and any other quali#ications stated in the recommendation). 3. Processing any such payment wi� nat thereby be deemed to hav� represented that: a. inspections made to chectc the quality or the quanti�y of the Work as it has been performed ha�e been exhaustive, extended to every aspect of the W�rli in progress, or invol�ed datail�d insp�ciions of the V4fork beyond the responsbiliti�s speeifcaIly assigned to City in the Contract Documents; ar b. there may not be other matters or issues hetween tlle parties that might entitle Contractor ta be paid addrtionaily by City ar entitle City to withhold payment io Contractar; ar c. Contractor has complied with Laws and Regulations applicable to Con�ract'or's performance o�'the Worlc, 4. Gity may r�fus� to process the whole or any part of any payment because of subsequently discovered evidence or �he results af subsequent inspectzons or tests, and revise or revolce any such payment previously made, to such extent as may be necessary to protect City from loss because: a. the Worlc is defective or completed Worlc has be�n damaged 6y the Contract�r ar sul�contractois requiring corree�ion ar replacement; b. d�scrapancies in quantities conta.ined iri previous applications for payment; c. the Contract Price has been reduced by Change Orders; d. City has been required to correct defective Work or complete Work in aecordanca with Paragraph ��.09; or C[TYOF FORT WORTH STANDARpCQN3TRUCT[ON SPGCfFICAT[ON 170CUMENTS Revision: 8r23�121 oo�2na-i GENERALCONDITION 5 Page 54 of 53 e. City has actual knawledge of the occurrence of any of the events enu�nerated in Paragraph 15.02.A. C. Retainage: 1. For contracts less than $400,000 at the time of execution, ret�inage shall be ten percent ( ] 0%). 2. For contracts greater tlzan $�00,000 at the time of execution, retainage shall be five percent {J�%}. D. Liguiciated Damages. For each calendar day ihat any work shall rema� uncompleted after the titn.e specified in the Contract Documents, the sum per day specified in the Agreement will be assessed against the monies due the Contractor, not as a penalty, but as dair�ages s�ffered hy the City. E. Payment: Contractor will be paid pursuani to the requirements of this A�ticle 14 and payment will become due in accardance with the Con�ract Documents. F. Red�ctian in Paymerat.' 1. City may refuse to make payment of the atr�aunt requested because: a. Liens have been filed in connectinn with the Work, except where Cont�•actor has delivered a specific bond sati�factory to Ciry to secure the saiisfaction and ctischarge of such Liens; b. there are oth�r �terr►s entitlir�g City to a set-off agairist the amount recommendad; or c. City l�as act�aal knawledge of the occurrence of any of the events enumerated in Paragraphs 14A2.B.4.a t4irough 14.02.B.4.e or Paragraph 15.02.A. 2. If City refuses to make payment of the arnount requested, City wi� give Contractor written noiice stating the reasons far such action and pay Contr•actor any amount remaining after deduction of the amount so withheld. City shall p�y Cantractar the amaunt so withheld, ar any adjustment thereto agreed to by Crty and Contractor, when Gontractor remedies the reasons for such action. 14.03 ContractoN's Warranty af �'itle Contractor warrants and guarantees tk�at title tQ all Work, rnatarials, and equipment covered by any Application for Payrnent, whether incorpoz�ated in the Pro�ect or not, wi11 pass to City no later than the time of payment free and alear of all Liens. CTTY OF FORT WOrtTH S'PANDttRDCONSTRUCTION SPECICICATiQN I]OCUMENTS Revision: 8�J3�1�1 oo�zoo-i GENERALCOiJI]1710N 5 Page 55 of 43 14.04 Partial Utili�ation A. Prior ta �mal Acceptance of a➢ th� Wock, CiLy may use or occupy any paz-� of tl�e Worlc which has spec'rFically been identi%ed ir� the Contract Dacuments, or which City determines constrtutes a separately fanction�g and usable part of the Wor% that can be used for its intended purpose wi�houfi significant interference with Contractor's perfarinance of the remainder of the Work. City at any time may r�otify Coniractar in �vrning to permi� City to use or occup� any such part af the Wox�k which City determines to be ready for its intended use, subject to the foliawing conditio�ns: 1. Contracior at any tune may noiify City in writing that Contractar cans�ders any such part of the Work ready for i�s intended use, 2, Wiihin a reasonable time af�er notification as enumerated in Paragraph 14.QS.A.1, City and Cantractar shall make an inspec�ion of that pai� of the Wnrk to deterinine its status of completion. If City cloes not consider that part of tihe Work ta be substantially complete, City will n.oti�y Contractor in writing giving ihe reasons therefor. 3. Partia! Cltilization will not canstitute Fu1al Acceptanca by City. 14,05 Finallnspection A. Upon written notice frai� Cantractor that the entire Work is S u b s i a nt i a ll y C.omptete in accardance wifh the Contract Doct.unents; I. W�tk�in 10 days, City will sclledule a Final Inspeciion with Contracto.r. 2. City will nai;ify Contractor in writing of all particulars in which this inspection reveals that the Work is incornplete or defective ("Punch List Ite�x�s"). Contraetar shall immediately taEc� such rnea.sures as are necessary ta cainplete such Wor�C or remedy such de�ciencias. B. No time cl7arge will be naade against the Cantractor between said tfate of notiiication to the Ciry of Substantial Completion and the dat� of I'inal Inspection. 1. Should the Ci�y determine that the Work is not ready for Final Inspection, Crty will notify the Cont��actoi• in wrrting of the reasons and Contract Time will z•esume. 2. Shauld the City concur that Substantial Campletion has been acI��eved with the e�coeption of any Punch List Iteins, Cotrtcact Ti�ne will resume far the duration it tak�s for Contractor to achie�e Final Acceptance. 1q.Q6 FinalAcceptance Upon con��etion by Cantractor io City's satisiaction, of any additional Work identi�ed in the Final Inspection, City wiIl issue to Contractor a letter af Final Acce�tance. C.17`Y �F F'OEt7" WOR'I7-I 5T/tNDARDCONSTR[1CTION SPECII'[CATION DOCLJMECdTS Rcvision: W13i�] 00 72 00 - I GENERAL CONDITION 5 Page 56 af 63 14.07 Final Payment A. ApplicationfarPayment:• 1. Upon Final Acceptance, and in the opinion of City, Contractor may make an appGcation for final payment follaw�g the procedure �or �COgT'855 payments in accordance with the Contraci Docume�ts. 2. The final Application far Payrnent shall be accom.panied {except as previously del�vered) by: a. all dacumentation called fnr in the Contra.ct Docurr�ents, including but not limited to the evidence of insurance requued by Paragraph 5.03; b. eonsent of the surety, if any, to f�na1 payment; c. a list of all pending or released Damage Cl�ims against Ci�[y that Contractar believes a� unsettled; and d. affida�its of payments and complete and Iegally e�f�ctive r�leases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Warlc. B. P�rymentBecor�tesDue: 1. After City's acceptance of the Application fQr Payment and accanpanying documentation, requested by Contractor, less previous payments nnade and any s�am City is entitled, includir�g but not limited to liquidated damages, will become due and payable. 2. After all Damage Claims have been resolved: a. directly by the Contractar or; b. Can�ractor pravides evidenc� that the Da�nage C�aim has been reported to Contractor's insurance provider for resolutian. 3. The making of the final payment by the City shall not relieve the Contractar of any guarantees ar other requirements of the Contract Docurr�ents which specifically continue thereafter. I4.08 Firrai Co�pdetian Delayed and Pa�tial Retainage �elease A. If f�nal completion of the Work i� significantly delayed, and if City so canf�rms, City rnay, upon receipt of Contractor's final Applieation for Payment, and wiihout teraninating the Cantract, make paytnent of the balance due for that portion af the Work fully corr�pleted and accepted. [f the rema�ning balance to be heId by City for Work not fully completed or corrected is less than the r�tainage stipulated in Paragraph 14.02.C, and if bonds ha�e been furnishad as r�quired in Paragraph S.Q2, the written consent of the surety to �he payment of the balance due for that C1TY OF F012T WORTH STAN�ARDCONSTRUCTIOM SPCCICICATIQN DOCUMEtVTS Revision: 8113I1(121 ao7aoo-i ��ti�Ra�oalloirior�s Page 57 of G3 portior� o.f the Worlc fully cornpleted and accepted shall be submitted by Contractar to City with the Applic�.tion far such payment. Such payment shall be made under the t�rms and conditions go�erning �nal payan.ent, except that it shal[ not constitute a wai�ver of Coniraet Claims. B. Partial RetafnageRelease. For a Contract that provides �or a separate vegetative establishment and maintenance, and test and p�rformance periods following the carripletian of alI other construction in th� Contract Dacuments for aII Worlc tocations, the City tnay release a portion of the amount reta.ined pro�ided that all other work is connpleted as determined by the City. Before the release, all submittals and fanal q�aantities must be completed and acceptad for all other work. An arnount suf�cient to ensure Contraet compliance will be retained. 14.09 Waiver of Clai�as The acceptance offinal payment will canstrtute a release of the City £rom all clainns ar liabilities under the Contraet for anything done or furnished or relating to the work under t�ae Contract Documents or any act or neglect of City related ta or connected with the Contt•act. ARTICLE 1� — SUSPENS�ON OF WORK AND TERMINATION � S.O1 Cily Mcry S`uspend YYork A. At any time and without cause, City may suspend the Work or any portion thereoF by written notiee to Cont�actar and which may fi� the date on which Work will be resumec�. Contractor shall resurne the VVork on the da�e sa f�ed. Durmg temparary suspensian of the Worlc covered by these Contract Docarnents, for any reason, the City wil� malce na extra payrzlent for stand-by tim� of construcfion equipment antl/ar const��uction crews. B, Shou�d the Contractor not be able to complete a portion of the Pro�{ect due to causes beyond the controi of and without the fault or r��gligence of the Contractor, and should it be determined by rnutual consent of the Contractor and City that a solution to allow cons�ruction to proceed is not a�ailable within a reasonable period of time, Cont�actor may request an extensian in Contract Tim�, directly attributable fio any such suspension. C. If it should 6ecome necessary to suspend the Work for an indeficlite period, the Coniractor shall store all materia[s in such a manner that they wi�l not oastruct or impede the public unnecessarily nor become damaged in any way, and he sha11 take evary pr�caution to prevent damage ar deteriaratian of the work performed; he shall provrde sui�able drainage about the worl�, and erec� ternporary structures wh�re necessary. D. Contractor may be reunb�arsed for the cost af nnoving his equipment off the job and returning the necessary equipment to #he job when it is deterznined by the City that construction may be resumed. Such re�mbursement shall be based on actual cost to the Cantractor of moving the equipment and no pro�t will be al�owed. Reimbursement may not be alIowed i� the equipment is moved to another construction project for the Gity. CiTX OF FORT WORTE-I STANDARDCONSTRUCT[pN SPECIFICAT[ON DQCUMCNTS Revision: �2311A21 O.D7200-I G�NERALCAN[�171QN 5 Pa�e 58 of &3 15.02 City May TeYrnar�ate forCause A. The occurrence ofany one or mare afthe Foilowing events by way of e�anaple, but not of limitation, rr�ay justify t�rmination for caUse: 1. Cantractor's persistent failure to perform the Work in accordance with the Con�act Documents (irncluding, bul• not limited to, failure to supply sufficient skilled worke�•s ar s�i�able rnaterials or equipmeni, failure to adhere to the Praject Schedul� established under Paeagraph 2.Q7 as adjusted from time to time purs�ant to Paragraph 6.04, or failure to adhere ta the City's Business Drversity Enterprise Ordinanca #2002fl-12�2i}Ilestablished under Paragrapt� 6.06. D); 2. Contractar's disregaz'd of Laws or Regulations of any public body ha�ing jurisdiction; 3. Cantractor's repeated disregard of the authority of City; or 4. Contractor's violation in any substantiai way of any provisions o� the Contract Documenis; or S. Contractor's failure to promptly make good any defect m materials ar workmanship, ar defects af any nature, the correction of which has been directed in writing by the City; or b. Substantial indication that the Contractor has made an unautlaorized assignment of tHe Contract or any funds due therefrom for the benefi� of any creditar ar for any other purpose; ar 7. Substantial evidence that the Contractor has become insolvent oi• banlu upt, ar otherwise financially unable to carry on the Work satisfactorily; ar S. Cantractor commances legal action in a court of competent jurisdiction against the C�ty. B. If one or rr�.ore of the events identified in Paragraph 15.02A. occur, City will provide written notice to Contractor and Surety to a�range a cnnference with Contractvr ar�d Surety to address Contractor's failure to perform the Work. Conference sha11 be held not later than l5 days, afi�er �'e�eipt of no�iee. 1. If tl�e City, the Cantractor, and the Sur�ty do noi agree to a�low the Contractor to proceed ta pat Form ihe construction Cantract, the City may, to the exten� �errnitted by Laws and Regulations, declare a Contractor default and formaIly terminate the Cantractor's right to complete the Contract. Contractor default shalI not be declared ear�ier than 20 days afterthe Coniractor and Surety ha�e recaived notice of conference fo address Contractor's failure to perfarm �he Work. 2. If Cantractor's set�vices are ter�ninated, Surety shail b� obligated to take over and perfarm tl�e Work. If Surety does not commence performan.ce thereof within 15 consecutive calendar days after date of an additional �vritt�n notice deinanding Surety's performance of its crr�r or• ron7• woxrx STANI)ARDCONSTRUCTIOIV 51'�ClPICATIdN DOCiJMENi'5 Revisinn: 8r13f10"l3 ao��aa-i GENERAL CONDIiiON S Page 59 of 63 obligations, then City, with�ut process or action at law, may take over any portiora of the Wark and complete it as deseribed below. a. Tf City completes the Work, City may exclude Contractor and Surety from the site and talce possession of the Work, and all materials and equipment incorporated into the Work stored at tha Srte or far which City has paid Contractor or Sarety but vvhich are stored elsewhere, and finish the Work as Ciiy may deern expedient. 3. Whether Ciry ar Surety co�-ir�pletes the Work, Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and dainages sustained by Ciry arising out of ar resulting fi-nm compleiing the Worlc, such e�cess will be paid to Contractor. If such clai�ns, costs,losses and damages exceed such unpaid balance, Cantractox shalI pay the differenc� to City. Such claims, costs, Iosses and damages incurred by City will be incorporated in a Change Order, pro�ided that when exez•cising any rights or remedies under this Paragaph, City shall not be required to obtain the lawest price for the Work performed. �. Neither City, nor any of it5 respective consultants, agents, officers, directars ar employees sha11 be ir� any way Iiable or accountable ta Contractor or Surety for the method by which the completion of the said Wark, ar any portion thereof, may be accornplished or far the priae paid therefor. City, notwithstanding th.e nnethod used in coinplatirig the Contract, shall not farfeit the right to recover damages from Contractor or Surety for Contractor's failure to timely complete the entue Contract. Contractor shall not be entitled ta any claim on account of fhe method used by City in conlpleting the Contract. 6. Maintenanc� of the Work shall cantinue io be Contractor's and Surety's responsibilities as prat�ided for in the bond requireme�ts of the Coniract Dacuments or any special guarantees provided for u�lder the Contract Documents or any nther obligations atherwise prescribed by Iaw. C. Notwithstandang Paragraphs 15.02.B, Contractor's services will not be terminai:ed i� Contractor begins witnin s�ven days of rec�ipt of notice of intent to terminate to correct its failure tn perform and proceeds di[igenily in cure such failure within no more than 30 �ays of receipt oi said notice. D. Where Conh•�ctor's serr�ices l�ave been so terminated by City, th� termination will not affeet any rights or i•emedies of CiE}� against Contractor then existing ar which may thereafter accrue. Any retention or paymen.t af moneys due Can�•actQr by City will noi release Contractor from lia6ility. E. If and to the exient that Contractar has provided a performance bond Lmder the provisions of Paragraph S.Q2, tha termin�tion p�ocedures of that bond shall not supersede tl�e prQv�sions of this Article. CITY OF FORT WORTH 5TANDARDCpNSTRUCTION SP[:Ci�[CAT[O.N DOC[JFvIENT5 Itevisi on: 8+`L3l2lill oa �z aa- � G�NEFiAL OONDITION S Page 60 oF 63 15.D3 City May Terminate Far Co�zve.taienee A. City may, without cause and without prejudice to any other right or remedy af City, termir�ate the Conh�act. Any termination shall be effectedby mailing a notice of the termination to the Contractnr specifyi�g the extent to wk�ich perfarmance of Work under the cnntract is tarminated, and the date upon which such termination bscomes effective. Receipt of the notice shall be deemed conclusively pres�amed and estal�lished when th� letter is placed in the United States Postal Service Mail hy the Giry, Further, it shall be deemed concl�asive�y presUmed and established that such terminatio� is made with just cause as there�n stated; and no proof in any claim, demand or suit shall be required of the City regarding such discretionary action. B. After receipfi of a notice of tarmination, and except as otherwise dieected by the City, the Contractor shall: I. Siop wark under the Contract on the date and to the extent specif'ied in �he notice of termir�ation; 2. place no furtk�er orders or subcantracts for materials, services or fracilities except as may ba necessa�y for completion of such portion ot'the Work under the Contract as i� not terminated; 3. terminate a�l orders and subcontracts ta the extent that they relate to the performance af the Work termi�ated by notice af terinination; 4. transfer �itle �o the City and deliver in the manner, at the tirz�es, and to the e�ent, if any, diracted by the City: a. the fahricated or unfabricated parts, Work in pragress, completed Work, supplies and other rnaterial prnduced as a part of, or acquired in connection with the performanca of, the Work texminated by the natice af the termination; and b. the completed, or partFally completed plans, drawings, it�formation and other property which, if the Contract had been co�npleted, wauld have been requi�ed to be furnished to the Ci�y. 5. eoinplete performance of such Work as shall �of have been terminated by the notice of termination; and 6. take such action as rnay be nacessary, or as the City may direct, for t1�� protection and preservat�on af the property related to its contract which is in the possession of the Co�tractor and 'm which the awner has or may acquire the rest. C. At a time not laterthan 30 da.ys aftertl�e termination date specified in the notice of ternvnation, the Contractoz• naay submit to the City a List, certif'ied as to quantity and quxlity, of any nr aIl items of terrnination mventory nat previnusly disposed of, �xclusi�e of ite�ns the disposrtion oiwhicH has been directed or authoz•ized by City. CITYaF �ORT WORTH STANDARpCQNSTRUCT[ON SPECIP[CAT10N DOCUMENTS Itevision; 8i1,3l2021 oo�zoa-i GENERAL pOND IT I(lN 5 Page 61 vf 63 D. Not later than 15 days thereafte.r, the City shall accept tztle to s�ach iteins pr.ovided, that th� list submitted shall be subject to �erificatian by the City upon rerr�oval of the items or, i� the rterns are stored, within 4S days from the date of submission of the list, and any necessary adjastments ta coz•rect the list as s�abmitted, shall l�e made prior ta �inal settlament. E. Not later than 60 days after the notice of iermination, the Cantractox shall subznit his terxnination claim to the City in the form and with the �ertifieation prescrbed by th.e City. Unless an extension is made in writ�ng within such �0 day period by the Contractor, and granted by ihe Cily, any and all such clauns shall be canclUsi�ely deerrzed wai�ed. F. In such case, Contractar shall be paid for (�iihout duplication of any rtems): l. cannpleted and accepta6le Worlc executed in accordance with the �ontract Dacuments prior to the e�'feciiva data af t�rmination, incIuding ia� and reasonable sUms �or overhead and profrt on such Work; 2. expenses sus�tained prior ta the effecti�e date of termiriation in performing 5ervices and furnishing labor, materials, or equipment as required by the Contract Dacuments in cannection with uneompleted Work, plus fair and reasonable sums for o�erhead and profi� on such expenses; and 3. re�.sonable exper�ses d�rectly atii�ibutabie t� te��mination. G. In the event of the failur� of ih� Coniractor and City to agree upar� the w�ole annoUnt to be paid to the Contractor by reason of the terminatian af the Work, the City shall determine, on the basis of �nfarxnation available to it, the amoun�, if any, due to ih� Contractor by reason of the termination and shall pay ta the Contractar the amo�ants determined. Contractor shall not be paid on �ccount of loss of anticipated profi�s or revenue or other economic loss arising out of or resulting fi•om such termination. ARTICLE 16 -- DI�PUTE RESOLUTION 16.01 Methods and Pr^ocedures A. Either CiLy or Contractar may request m.edaation of any Contract Claim submitted for a decision under 1'aragraph 10.Q6 before s�ch decision becomes final and binding. The request for mediation shall be submitted to the other party to the Contrac�. Timely submission of t.he request shal[ stay the effect of Paragraph lO.OG.E, B. City and Coi�tractor shaIl participate iri the media.tion process in goad faith. The process shall be comrneneed within 6Q days of f�ling of the request. C. If the Cantract Cl�icn is not resolved by mediatian, Ciry's action under Paragraph IQ.06.0 or a denial pursuant to Paragraphs lO.Ob.C.3 or 10.Ob.D 5ha11 become final and binding 30 days after terrr�ination of the mediation unless, within that time p�riod, City or Contractor: CITY pF FpRT WORTE-I 5TANDARDC�NS�'RUCl'[ON .SP6CIFICATfdN DOCUMEIV7'S Ttevision: W2'iC2QZl oa72ao-i G�NERAL CANbITION S Page 62 af 63 l. �lects in writing io invoke an� ather dispute resolution process provided for in ihe 5upplementaiy Gonditions; or 2. agrees with the other party to submit the Contract Claim to another dispute resolution process;or 3, gives written notice tq ihe other party oi the urten� to submit the Contract Claim io a court of competent jurisdiction. ARTICLE �'i — MISCELLAN�Oi1S 17.01 C'rivingNa�ice A. Whenever• any provision of the Coniract Docu�-nents requ�res the giving of written notice, rt will be deet�ed to have been validly g�en � 1. d�livared in p�rson to the individUal or to a member of the f�rm or to an af�icer of the corporation for whom it is iritended, or 2. delivered at o�• sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address chang�s rnust be prnrnptly made in writing to tha other party. C. Whenever tlte Cantract Do�uments specifies giving natice by electranic means such electronic notice shall be deemed sufficient upon conf'�rmatzon of receiptby the receivirag party. I7A2 Carvrputatio�a ofTimes When any period of time is referred ta in the Contract Documents by days, it will 6e computed to exclude the first and include the last day of such pe�•iod. If the �st day of any such period fali� on a Saturday or Sunday or on a day made a legal haliday ihe next Worlcitig Day shall beeome the last day of the period. 1'7.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies a�ai�ble hereunder to the parties hereto are � additian to, and are noi ta be canstrued in any rvayas a limi�ation of, any rights and remedies available to any or all of fihem which are otherwise mtposed or avail�ble by Laws or Regulations, by specia:l warranty or guarantee, or by other provi�ions of the Contract Documents. The provisions of this Paragraph �vill be as effective as if repeated specif'ieally in the Contract Doc�aments in connection with each particular duty, obligatian, right, and rertiedy to which they apply. GiTY QF FORT WQRTH STANDARDCONSTRIICTIO� SPECIFiCATION DOCUM�'I�S Revision: 8rl'3�21 oo�zon-� GENERALCANDITION S Pagc G3 of G3 17.04 Su�^vival af Obligatio�rs All representatzons, indemnif"ications, urarranties, and guarantees made �n, r�c�u�ed by, nr gi�en in accordance with the Contract Docuttients, as well as alI continuing obligations indicated in the Contract Docuinents, wilI survive firial payinent, completion, and acceptance of the Work or termination or campletion oFthe Cor�iract or termination �f the services of Contractar. 17.05 Headings Article and para�raph headings are inserted for con�enience orily and do not consti�uie pat�s of �hese General Gonditians. CIT Y OF FOIi'f WOIiTH STANDARDCONSTRUCTION SI'EC[FICAT[OIV llOCUMEN'I'S Revision: F2'U1.021 ao �3 ao SUPPLEMENTARY C�irIDI'I'IONS Page 1 of 5 SECTION DO 73 00 SUPPLElVIENTARY CONDITIQNS TO GENERAL CONDITIONS Supplementary Conciitians These Supplementary Conditions modify and supplement Section 60 72 QU - General Conditions, and other provisions of th� Contract Documents as indicated belo�. All provisions Of fhe General Condi�ions that are mocfifed oz• supplemented remain in full force and effect as so modi�ed or supplemented. A11 provisians o€ the General Conditions wl�ich are not so modified or supplemented remain in fuLI Force and effect. Defined Tcrms The te��►ns used in these Suppler►�entary Conditions. whieh are de�'ined in the General Canditions have the meaning assigned to them in the General Conditions, unless specifically noted herein. Modi�cations �nd Supplements The fallowing are inst�•uctions that modify or suppleme�t specific paragraphs in the General Canditions and other ContractDocuments. SC-3.03B.2, "Resolr�iug Discrepanc"res" Plans govern over Specifications. SC-4.Q]A Easement limits shown on the Drawing are approximate and were pravided ta establish a basis %r hidding. Upon receiving ihe final easeznents descriptions, Gontractar shall compare them to the lines shown on the Contract Drawings. SC-4.01A.I., "Availability of Lands" The fo[lowing is a fis# of known outstanding right-of-way, and/or easements to be acquired. Outstanding Ri�ght-Of Way, aud/or Easeme�ts to Be Acquired PARCEL OWNER 1V[JMBER No�e TARGET DATE OF POSSESSION The Contractor understands and agrees that the dates ]isted above are estirnates only, are not guaranteed, and do not 6ind the City. If Contractor considers the finai easements provided to differ materially ii•om the representations on the Contract Drawings, Contractor shall wikhin five (S) Business Days and 6efore proceefling with #he Work, natify City in wrifing associated with the diFfering easement line loeations. 5C-4.OIA.2, "Avarlability of Lands" Utilities or obstructions to be removed, adjusted, andlor relacated CITY Or F'OItT' WOR`CI-I I��tersection Improvemenrs at 820 & Marine Cieek Parkway Phase 1 STANDARD CONSTRUG'1'IQN SPECIFICATION DpCl11VlEN`['S CPN 101585 Revised March 9, 2020 ao �� o0 SUPPLEMENTA[tY CONDl'CIONS Page 2 of 5 The following is list of utilities andlor obstructions that have not been remo�ed, adjusted, and/nr relocated. EXPEC'1"�1� UTTLITY AND LOCATI03�I OWNER None TARGET DATE OF AD.NSTMENT The Contractor understands and agrees that the dates listed above are estimates only, are nnt guaranieed, and do not bind the City. SC-4,02A., "Subsu�•f�ce and Physical Cnnditions7° Th� fai[owing are reports of exp[oj•ations and tests af subsurface canditions at the site of the Wark; A�eotechnical 5iudy Report No. 103-2�-372, dated December 2021, prepared by CMJ Engineering, INC. a sub-consultant of Kimley-Horn, a consultant of the City, providing additional information on subsurface conditions and pa�ement design rccommendations. SC-4.06A., "Haz�rdous En�ironmental Condifio�s at Site" TE�e fallowing are repocts and drawings of existing hazardous �nvitonrr►ental conditioas [cnown to the City: Non�. SC-5.03A., "Certi�cates of Insurance" The antities listed below are "additiona[ insureds as their interest may appear" including their respective officers, directors, agents and employees. {I) City {2) Consultant: Kimley-Horn and Assoniates, inc. (3) Other: SC-5.04A., "Cantractor's Insurance" The limits of liability for the insura��ce required by Paragraph GC-5.04 shall pro�ide the fo[lowi�ig coverages for not less than the foilowing amaunts or greater where required by ]aws and regulations: 5.04A. Wartcers' Compensation, under Paragrapli GC-5.04A. Sraauiory limils Emplayer's liability $100,000 each accident/occurrenes $100, 000 1?isease - each employee �500,OOD Disease -policy llmi! SC-S.Q4B., "Contractor's Insurance" 5A4B. Co.mmercial Genera] Liability, under Paragraph GC-5.04B. Contractor's Liability Insurance under Paragraph GG5.04B., w$ich shall be on a per project basis covering Che Contractor with minimum ]�mits o£ ,$1,O(10,00�7 �ach o�:,;u;:Gnc� ,�2, 000, Q00 ugg� G�u� l�mit CITY OF FORT W012TH Intersection Cmprovements at 820 & Marine Creek Parkway Phase l STANDARD CONSTRUCTION SPECIP[CAT[ON DOCUMENTS CPN 10 f 585 Revised March 9, 2Q20 aa �3 00 SiIPPLEMENTARY CbNDITIONS Faga 3 af 5 'I'he palicy rr►ust have an endoz'sement (Amendment-- Aggregat� Limits of lnsurance) making the General Aggregate Limits apply separately to each job site. The Commercial General Liability insuranee poiicies shall provide "X", "C", and "U" co�erage's. Verifiieation of sueh coverage must be shown in the Remarks Article of the Certificate of Insurance. SC S.U4C., "Contractor's Ins�ri•ance" 5.04C. A�tomobile Liabiiity, under Paragraph GC-5.04C. Co�tractar's Liability Insurance under Paragrapl� GC-5.U4C., which shall be in an amount not ]ess than the following amounts: (1) Automobile Liability - a commercial business policy shall provida coveraga nn °Any Auto", defined as autos owned, hired and non-owned. ,SI,Uuu,�ud each accident on a combined single lim'rt basis. SpfiE ]imits are acceptable if limits are at least: '2�G,00� Boc�ily In�ury per per�or �500, 000 Bodily Ir�jury per ��ci�_ st �IO11,040 Propert�rDama�e SC-5.fl4D., "Contracto�•'s Insurance" The Contractor's constructian activities wil! require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks: None. The Contractor shall conduct its aperations an raili�oad properties in such a manner as not to interfere with, hinder, or obsirucfi the railroad company in any manner whafsoever in the use or operation of its/iheir trains or other property. Such operations on railroad praperties may requira that Contractor to execute a"Right of Entry Agreement" with the particu�ar railroad company or eompanies invaived, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and 6e prepared fo execute the ri�ht-of-entry (if any) cequired by a railroad campany. The requir�ments spaci�ied I�erein lil�ewisa relate to the Contractor's �se of private and/or construction access roads crossing said �•ailroad campany's properties. Tha Contractual Liability coverage required by Faragraph 5.04D of the Generai Conditions shall provide coverage %r not less than the %llowing amounts, issued by compani�s satisfactory to the City and to the Railroad Company for a tarm that coniinues for so Lang as the Contractor's operations and worlc cross, occupy, or toUch railraad property: (1} General Aggregate: (2} Each Occurrence: _ Required Far this Contract X Not i•equired for this Contract With respecC to the ahove outlined insurance requiretnents, tha following st�all gavei-n: 1, Where a singSe railroad company is involved, the Contraetor shall pravide one insurance policy in the name of the railroad campany. However, if more than one grade separation or afi-grade crossing is affected by the Project at entirely separate locations on the line ar lines of the saxne railroad company, separat� coverage may be required, each in the amount stated abo�e, CITY QF FQRT WdRTH Intersectinn [mprovemenis at 82D & dvlarine Creek Parkway Phase 1 STAI�DARD CONSTRUCTION SPECIFICATIO[�T DDGUME3dT5 CPN t01585 Fievised Msrch 9, 2020 00 73 00 SUPPLBML�NTAItY COIVDITIONS Page 4 of 5 2. Where more than one ra�li•oad company is operating on the same right-of way or where several railroad cornpanies are involved and oparated an their own separate rights-of-way, the Cantraatar may be required to provide separaie insurance policias in #he name of each railroad company. 3. Tf, in addition to a grade separation or au at-grade crossing, other work ar activity is proposed an a railroad company's right-of way at a locaYion entirely separate from the grad� separa#ion or at- grade crossing, insurance caverage for this work must be included in the policy covering the grade separation. 4. If no grade separation is inualved but othex work is praposed on a railroad company's ri�ht-of- way, all such other work may be c�vered in a single policy far that railroad, even though the work may be at two or more sepa��ate lacations. No work ar activities an a railroad company's property to be performed by the Contractar shall be cammenced until the Contractor has furnished the C�ty with an original policy or policies of the insurance for each railroad corr►}�any named, as required above. All such insurance must be app�•oved by the City and each affected Railroad Company priar to the Coniractor's beginning work. The insurance specified above must be carried until al] Wark to be perfar��ed on the railroad ri�;ht-of-way has been completed and the grade crassing, if any, is no [onger used by the Con�ractor. In addition, ins�i°anee must 6e carried during a!l maintenance and/or repair wark performed in the railroad r�ght-of way. 5uch insurance must name the railroad campany as the insured, together with any tenant ar lessee of the railroad cotn�any operating over txacks in�ol�ed in the Project. SC-b.04., °fPi•oject Schedvle" Project schedule shal[ be tier 3 for the project. SG6.D7., "Wage Rates" The fo[lowing is the pre�ailing waga rate tab1�(s) applicable to this project and is provided in the Appendixes: 20I3 Pi•evaiIing Wage Rates A copy of the table is a[so available by aecessing the City's website at: https:l/a�lss.fortworthtexas. o�ojectResources/ You can access the ifle by fallowing the directory path: 02-Construction DocLiments/Specifications/Di�OD — General Conditions SC-6.09., "Permits ancl Utilities" SC-6.�9A., °iCantractor ahtained permits �nd licenses" The following are known permits and/or licenses required by the Contrant to be acc�uired by the Cantractor: None SC-6.O�I3. "City abtained permits and Iicenses" The following are known permits andlor licenses required 6y the Cantract #o be acquired 6y tha City: 1. Permit for Canstruction (TxDOT) SC-6.09C. "Outstanding permifs and licenses" 7'he followin� is a]ist oi knawn outstanding permifs and/or ]icenses to be acquired, if any as ai September 15, 2021: CITY dF FORT WORTH Intersection Improvements at 820 & Marine Creek I'arkway Ph�se ] STANDAItD CON5Tl2UCTION SP�C[I'ICATION DClCUMENTS CPN ]01585 Revised IVlarch 9, 2020 OQ 73 00 SUPPL�M�NTAT2Y CONDITIc3N5 Page 5 of 5 Ontstanding Permits andlor Licenses to Ee Acquired OWN�R PERMIT OR LICENSE AND LOCATION TARGE'�' DATE OF POSSESSION TxDOT LOSA for Constructian @ SH 820 Obtained SC-7.02., "Coordinxfion" The individuals or entities listed below have contracts with the City for the performance of other work at the Site: Vendor Sco e of Work C.aardination Authori . None. SC-S.Of, "Connmunica#ians to Contractar" None. SC-9.01., "City's Project Managei" The City's Project Manager for this Con�act is Iskal Shrestha or his/her successar pur•suant to written notificataon fram the Director of Transportation & Public Works. SC-13.03C., "Tests and Inspections" None. SC-I6.O1C.1, "Methods and Procadures" None. END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1122I2016 F. Griffin SC-9.01., "City's Project Representative" wording changed to City's Projeet Manager. 3f912020 D.V. MagaFia SC-6.�7, Updated the link such that �I�s can be aocessed via the City's website. CITI' OF FOR'C WORTH Itttersection i�nprovemenks at 82Q & Marine Creelc Parkway Phase 1 STANDARD CONSTRUCTIOT! SP�CIF[CATION DOCilMENTS CPN 101585 Revised March 2, 2020 c�i i�oa-i SUNFMARY OF WOF2IC Page 2 of 3 � 3 PART�- GEN�RAL SECTION O1 1100 SLTMMARY OF WORK 4 11 SUMMARY 5 A. Section Includes: 6 1. Summary of Work to be perfarnzed in accordance witl� the Contract Documents 7 B. Deviations from ihis City of Foi-� Warth Standard Specif�cation 8 1. None. 9 C. Related Specifieatian Sections include, but are nat neeessarily limited to: ] 0 1. Divisian 0- Bidding Requirements, Contract Forms, and Conditions of the Contraet 11 2. Division I- General R�quiretnents i2 1.2 PRTCE AND PAYMENT PROCEDURES l3 A. Measurement and Payment 1� I. Work assaciated with this Item is considered subsidia�•y ta the various items Uid. 15 No separate payinent wi11 be allawed for this Item. 16 1..3 REFER�NCES [NOT U��D] 17 �.4 ADMINISTRATIVE REQT]IIZEMENTS 18 19 20 21 22 23 24 25 2� 27 28 29 30 31 32 33 3�4 35 36 37 38 A. Work Covered by Cont�•act Documents 1. Work is to include #'urnishing all labor, materials, and equipmenY, atld pet-forrning all Work necessary for this constructian project as detailed in fhe Drawings and Specifications, B. Subsidiary Wark I. Any attd a1i Work speciiically gove�•ned by documentary requireiiients for the praject, sucl� as conditions irnposed by the Dravrings or Contract Documents in wljich no specif e item for bid has bean provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shal] be considered as a subsidiary item of Work, the cost of which sY�all be ii7cluded in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coardinate i�ses of premises �,incEei• direction of the City. 2. Assume fiill re�pansibility for pratectlon and safel�eeping of m�tet•ials and equipment str�red on the Site. 3. Use and accupy only portions af the public streets and al.leys, or other public pIaces or other rights-of-way as provided for in the ordinances ofthe City, as shown in the Contract Documents, or as may he specifically authorized in writing by the City. a. A reasona6le amount of tools, materia.ls, artd equipment far construction purposes may be stio�•�d in such space, but no rnore than is neeessaiy to avoid dalay in the const��uction op�rations. CITX Or FORT WQRThI Intersection [mpra�ements at 82d & Marine Creek Parkway Phase 1 STANDARD CONSTRUCTIQN SPECIFICATIOI�I DOCUME3�TS CPN 10I585 Revised Ueeember 20, 2012 oi �too-2 SUMMARY OF WQRK Page 2 of 3 i b. Exca�ated and waste materials shall be stored in such a way as not to interfere 2 with the use of spaces tl�at may be designated to be left free and unobstructed 3 and sa �s not ta inconvenience occupanfs of adjacent property. � c. If th� street is occupied by railroad tracks, the Work shail be carried on in such 5 manner as not to interfere with ihe operation of the railroad. 6 I} All Wark shali he in accordance with railroad requirements set forth in 7 Division 0 as well as the railroad permit. D. Wock within Easements 9 i0 11 12 13 14 15 16 17 18 19 20 21 22 23 2�4 25 26 27 28 29 30 31 32 33 34 35 35 37 38 39 40 41 4. S. 1. Do nat enter upon private prop�rty for any purpose without ha�ing pt�viously obtained parmission fi•oin the owner of such praperty. 2. Do not store equipment or material on private property unless and until tlze specified approval of the property owner has been s�cured in t�vriting by the Contracior and a copy iurnished ta the City. 3. Unless specificaily provided ot�iervvise, clear all rights-of-vway or �asements of abstructions which must be removed to make possible proper ptosecutinn of the Work as a part oithe proj�ct construction operations. Freserve and use every precaution ta prevent datnage to, alI trees, shrubbery, plants, lawns, fences, culverts, curbing, and all ather types of structures or improvements, to aIl water, sewer, and gas lines, to ajl conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences and to all ather public or private praperty adjacani to the Work. Notify the proper reprasentatives of the owners or occupants of the public or private l�nds of interest in lar�ds which might be affected by the Work. a. Such notice shall be made at least 4$ hours in aflvance of the beginning of the Work. b. Notices s�iall Ue applicable to both public and private utility companies and any corporation, compar�y, individual, or oiher, either as ownex•s oz' occupants, whose land or interest in land mighi be affected by the Work. c. Be resgonsible for all damage or injuty to praperty of any character resulfing from any act, omisslon, neglact, or misconduct in the manner oz method or executian nf the Work, or at any time due ko defective work, inaterial, or equipment. 6. Fence a. Restore all fences encountered and removed during construction of the Project to the original or a better than original condition. b. Erect temparary fencing in place of the fencing removed whene�er the Work is not in progress and when the site is vacated overnight, and/or at all times ta provide site security. c. The cost for all fence work within easements, including removal, temporar� closures and replacement, shall he subsidiary to the various ita�s b3d in the project proposal, ianless a bid item is speciiically provided in the proposal. CITY OP FOItT WORTH Intersection Improvements at 820 & Marine Creek Parkway Phase 1 3TANDARD CONSTRUCTIpN SPEC�'ICATION DOCUNfENTS CPN 101585 Re�ised �eccmber 20, 2012 Q] 11QQ-3 SUMMAAY OF WORK Page 3 af 3 1 � I.5 �UB1I�IITTALS [NOT USED] 1.6 ACTYON SUSMITTALSl.[NF4RMATIONAL SUSMTTTALS [NOT USED] 3 1.7 CLOSEOUT SCIBNIITTALS [NOT USED] 4 1.8 MAIN'I`�NANCE ?IMATERTAL SUBMXTTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT iTS�D] 6 1.10 DELNERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FI�LD [STI'E] CONDITIONS [NOT USED] S 1.12 WARRANTY [NOT USEDj 9 PART 2- PRODUCTS [1VOT i7S�D] 14 PART 3- EXECUTION [NOT iTSED] 11 l2 DATE NAME 13 END OF SECTION Re�isian Log SUMMARY OF CHANGE C1TY OF FORT WORTI�I Inteesection [mprove�nents aC 82Q & Mazine Creck Parkway Phase 1 STAN�]ARD C�NSTR[JCTION SPECIFICAT[OIV DOCUMENTS CPN 1Q1S85 Re�ised I]ecember 20, 2012 oiasoa-i 3U73STITUTION PRpC�DURT'S Page 1 of 4 ea 3 PART1- GENERAL 4 1,1 SUMMARY 5 6 7 8 9 ia II 12 13 S4 15 sECTroN o� zs ao SUBSTTTUTION 1'ROCEDURES A. Seetion Ineludes: 1. The procedure for requesting the approval of substitution of a product that is not equi�alent ta a product which is specified by descripti�e or performance criteria or defined by reference to 3 or mnre of the following: a. Name of manuiacturer b. Name af vendor c. Trade name d. Catalog nurnber 2. Substitutions are nat "ar-equals". B. Deviations from this City of Fort VJorth Standard Speeification 1. None. 16 C. Related Specification Sections inciude, but are not necessarily limited tn: 17 1. Division D— Bidding Requirements, Contract Forms and Conditions of the Contract i8 2. Division 1— General Requirements 19 1.2 PRICE AND PAYN�NT PROCEDUR�S 20 A. Measurement and Payment 21 1. Work associated with this Itern is coilsidered subsidiat� to the various items bid. 22 No separate payment will be allowed for this Item. 23 L3 REFERENCES [NOT USEDI 24 l.4 ADMiNISTRATIVE REQUIREMENTS 25 2b 27 28 29 3a 31 32 33 34 35 36 37 38 39 40 A. Request for Substitution - General I. Within 30 days after award of Contract (unless nc�ted oYY�erwise), the City will consider formal reyuests from Contractor for substitution of products in place of those specified. 2. Certain types of equipmeni and kinds of rnaterial are d�scribed ir� Specifications by means of referenees to names of manufacYurers and vendors, trade names, or catalog nurnbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are °or-equ�ls," as determi�ed by City. 3. Other types of equipment and kinds of material may be acceptable substitutions und�r the following canditions: a. Or-equals are una�ailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond eontrol ai Contraetor; pr, CITY OF FORT WQRTI-I ]ntersection �nprovements at 820 & Marme Creek Parkway Phase ] STANDARD COWSTRUCTION 5PECIFICATION 170CUME1�'C5 GPN 101585 RevisedJuly 1,2D11 oi zsoo-a 5UB5T[TU'f]ON PR4CEDURC:5 Page 2 of �4 b. Contractor praposes a cost and/or time reduction incentive to the City. 2 ].5 SUBMITTALS 3 A. See Request for 5ubstitutian �orm (attached} 4 B. Procedure far R$questing Substitution 5 1. Substitution sk�a11 Ue considered only: 6 a. A$er award of Contract 7 b. Under the conditions stated herein 8 9 10 lI 1a 13 1� ]5 16 19 l8 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 �40 4l 42 43 44 �ES 46 2. Submit 3 copies of each written request for substitution, including: a. Doeumentatian 1) Co�nplete data substantiating compliance of proposed substitution with Contract Documents 2) Data relating ta changes in constructi�n schedule, when a reduction is proposed 3) Data relating to changes in eost b. For products I ) Product iden#ification � a) Ma��ufacturer's name b} Telephone numbet• and representative contact name c) Specification Section or Drawing refarence of origina.[ly specified product, [ncluding discrete name or tag nurnber assigned to original praduct in the Contract Documents 2) Manufacturer's literature clea�'ly marked to show coinpliance of proposed product with Contract Documents 3) Itemized comparison of original and proposed product addressin� product characteristics including, bLtt not necessarily limited to: a) Size b} Cnmpositian or inaterials of canstruction c) Weight d} Electrical or mechanical reqr�irements �} �roduct experience a} Location of past projects utilizing product b} Name and telephane number of persons associat�d witl� refe�•enced prajects knowledgeable concerning proposed produet c} A�ailable iield data and reports associated wi#h proposed product 5} Samples a) Pro�ide at requesY of City. b) Samples become tl�e properiy of the City. c. For construc#ion inethods: 1} Detailed description of proposed metIlod 2) Illustration drawings C. Approval or Rejection 1. Writtan apprava] ar rejection of substitution given by the City 2. City reserves the right to r�qu�re proposed produci to comply witt� color and pattern of specified product if necessaay to secure design intent. 3. In the event the substitution is approved, the resulting cost andlar time reduction wi11 be documented by Change Ordez• in accordance wi#la the General Canditians. CITY pF FORT WQR'IH InCersection Imprnvements at 820 & Marine Creek Parkway Phase L STP:NDARD CONSTRUCTlO�f SPECIFICAT[O�f ]70CUMENTS CPtV 1015$5 Revised July 1, 20l 1 012500-3 5UB5TIT{JTION PROCBI7CTRES Page 3 of 4 1 2 3 4 S 6 7 S 4. Na additional contract time wi11 be given for substitution. 5. Substitution wiIl be rejected if: a. Submittal is not through the Contractar with his stamp of approval b. Reques� is not made in accordance with this 5pecification Section c. In the City's opinian, acceptaiice will require su�stantial revision of the original design d. In the City's opinion, substitration will not perform adequately the function cansistent wifih the de5ign it7tent 9 1.6 ACTION SUBMITTALSIINFORMAT�ONAL SUBMITTALS [NOT U�ED] 10 1.7 CLOSEOUT SUBMiTTALS [N�T USED] 11 1.$ MAINTENANCE MATERIAL SUBMITTALS [NOT LTSED] 12 1.9 QUALITY ASSi1RANCE 13 14 15 16 17 I8 l9 20 21 22 z� A. In making request for substitution or in using an approved product, the Con�ractor represents that the Cantractar: 1. Has investigated proposed praduct, and has determined that it is adequate or superior in all respects io that specified, and that it will perfOrm function for which it is inCended 2. Will provide same guacantee for substitute item as for product speciiied 3. Will coordinate installation of aceepted substitution into Wark, ta include building znodifications if necessary, making sucYt changes as may be required for Work to be complete in all respects 4. Waives all claiins far additional costs related to suhstitution which subsequently arise 24 1.10 DELX'VERY, STORAGE, AND FIANDLING [NOT USED] 25 I.11 FX�LD [SITE] CONDITIONS [NOT USED] 26 27 1.12 WARRANTY [NOT USED] PART � - PRODUCTS [NOT iTSED] 28 PART 3- EXECUTXON [NOT USED] 29 30 END OF SECTION Revision Log DA'TE NAME 9L]NIMARY OF CHANGE C1T'I' OF FORT WORTH Intersection Improvements at 82D & Marine Creelc Parkway Phase 1 STANT)ARn CONSTRUCTION SPECI CICATfO7V DpCUMENTS CP�I I fl 1585 Revised luly l, 2011 012500-4 SUBS'T'[TUTION PROC�I3UR�S Pege 4 of4 l 2 3 4 5 6 7 8 9 IQ 11 12 t3 14 15 l6 17 18 l9 20 21 22 23 24 25 2b 27 28 29 30 31 32 33 34 35 36 37 �8 39 44 41 42 43 44 �45 46 47 48 49 50 �XHIBIT A REQUEST FOR SUBSTITUTION RORM: TO: PROJECT: DATE: We hereby subrnit for your cansideration the following product instead af the speci��d item for the above project: SECTION PARAG RAPH SPECIFIED ITEM Proposed Substitutian: Reason far Substitutinn: Include corrtp.lete information on changes to Drawings and/or Specifications which proposed subs�itution wi11 require for its pj•oper installatian. �'ill in Blanks Below: A. Will the Lind�rsigned contractor pay for changes to the building design, including engineernlg and detaili��g costs caused by the requested substitution? B. What effect does suhstitution have on other trades? C. Differences betw�en proposed substitution and specified item? D. Differences in product cast or produet delivery time? E. Manufacturer's guarantees af the proposed and specified items are: �qual Betier (explain on attachm�nt} 'I`he u.ndersigned states that th� functinn, appearai�ce and quality are equivalent or superior to the specified itam. Submitted By: F'or Use by City Signature as noted Firm Add�•ess Date Telephone For Use by City: Approveci City ____ Recommended � Recommended Not recammended Recei�ed late By Date Re�narks Date CITY OP I'ORT WORTH STANDARD C()NSTitUCT[QN SP�CIFICATION DOCUMENTS Revised 7tily 3, 2�11 Rejected lntersectian [inprovements at 820 & Marine Creek Parkway Phase I CPN 101585 Q13119-] PRECONS'I'Ri1CTION ME�TING Page 1 of 3 1 2 3 PART 1- GENERAL 4 1.1 SUMMARY S�CTIQN 01 31 19 PRECONSTRUCTION MEETING 5 A. Secti�n Includes: 6 1. Provisions for thc preconstructian meeting to be held prior to the start of Wark ta 7 clarify construetion contract administratian pracedures 8 B. Deviations frort� this City of Foi�t Worth 5tandard Specification 9 I . None. 10 C. R�lated Specifcation Sections include, b�tt are not necessarily limited to: 11 1. Division 0— Bidding Requirements, Gontract Forms and Conditions of the Contrac# 12 2. Division 1— General Requirements 13 1.� PRCCE AND PAYIVIENT PROCEDURES 14 A. Measurement as�d 1'ayment I S 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment wi11 be allowed for this Item. 17 1.3 RE�ERENCES jNOT USED] 18 1..4 ADMINISTRATIVE REQi)IREMENTS 19 A. Coordinat�on 20 l. Attend preconstructior� meeting. 21 2. Representatives of Contractor, subcantractors and suppliel•s attending meetings 22 shall be qualified and authorized to act on behalf of the entity each represents. 23 3. Meeting administered by City may b� tape recprded. 24 a. If recorded, tapes will be used to prepare m.inutes and retained by City for 2S future reference. 26 B. Preconstruction Meeting 27 I, A preconstruction meeting will be h�ld wifh'rn 14 days af�er the execution of the 28 Agreement and before Work is started. 29 a, The meeting will be sch�duled and administered by the Cify. 3D 2. The Project Representative t�vil] pz•eside at the meeting, prepare the notes of the 3] meeting and distribute copies of same to all perticipants wha so request by fuIly 32 campleting the attendanca form to be circulated at the beginning oithe meeting. 33 3. Attendance shall include: 34 a. Project Representative 35 b. Contracfar's projeet manager 36 c. Contractor's superin�endent 37 d. Any subcontractar or supplier ��epresentaiives whom the Contractor may desire 38 ta invite or the City may req�iest CI�'Y O� CORT WORTH Intersection Improvemenis at 820 & Marine Creek Parkway Phase l STA1VDf1RD CQNSTRUCTiON SI'GCIFICAT10hI DOCLTMENTS CPN ] 01585 Revised August 17, 20l2 a� 3� iR-2 Pa�coNs'rRucTioN n��r�N� Page 2 of 3 1 2 3 4 5 6 7 S 9 LO 11 12 13 l4 15 lb 17 l8 19 20 21 22 23 24 25 26 27 28 29 34 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 e. Other City representat��es £ Others as appropriate �. Constructian Schedule a. Frepare base]ine constructioii schedule in accordance vvitl� Sectio37 01 32 16 and praVide at Preconstruction Meeting. b. City will notify Contractor of any schedule changes upon Notice of Precons�fruction Meeting, 5. Preliminaxy Ag�nda may include; a. Introduciion of Project Personnel b. General Description of Project c. Status of right-of-way, utility clearances, eas�m�nts or oiher pertinent permits d. ContractQr's wa�•k plan ar�d schedule e. Contract Time f. Notice to Proceed g. Cc�nstruction Staking h. Progress Payments i. Ext�•a Woz'k and C$ange Order Procedures j. Field Orders k. Disposal Site Letter for Waste Material I. Insurance Renewals m. Pay�•o11 Certification n. Material Certifications and Quality Cantrol Testing o. Public Safety and Canvenienee p, Docurraentatian oiPre-Construction Conditions q. Weekend Wo�•k Notifcation r. Legal Holidays s. Trench Safety Plans t. Cor�fiiled Space Entry Standas•ds u. Coordination with the City's representative for operations of existing water systeins v. Sto�'m Water Pollution Prevention Plan w. Coordination with otl7er Contractors x. Early Vv'arning Systein y. Cantractor Evaluation z, Speeial Conditions applieab[e to the praject aa. Datn�ges Claims bb. Submittal Proceduies cc. Substitution Procedures dd. Correspondence Routing ee. Record Drawings f£ Temporary construction facilities gg. MIWBE or MBE/SBE procedures hh. Final Acceptance ii. Final Payment jj. Quest�ons ot• Comments CITY OF FORT WOIiTH I*�tersection Improvements aY 820 & Marine Creek Parkway Phase 1 5TANDARD CdNSTRUCTION SPECIFiCA'C[pN DOCUMENTS CPN 1015$5 Re�ise<1 August ] 7, 2p.12 O1 3l 19-3 PRECO]VSTRUCTl03�1 ME&TING Page3of3 l 1.5 SUBMITTALS [NOT USEDX 2 I.6 ACTION SiTSMITTALS/INFORMATIONAL Si7BNIITTALS �NOT USED] 3 4 5 6 7 8 9 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1,8 MAINTENANC� MATERIAL SUBM�`I'TALS [NOT US�D] 1.9 QUALITY ASSURANCE [NUT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT US�D] l.11 T�IELD [SITE] CONDITIOIVS [NOT USED� 1.12 WARRANTY [NOT USED] PART � - PRODiICTS [NOT USED] 10. PART 3- EXECUTIDN [NOT USED] li 12 END OF SECTION Revis.ion Log DATE NAlVIE SLTMM�l�Y OF CHANGE 13 C1TY OF FQRT WORTFI rntersec.tian Improvements at 820 & 3vlarine Creek Parkrvay PUase 1 STANI�ARD C�NSTRUCT[ON SPECIFTCATION DOCUMEN'I'S CPN 101585 Revised l�ugasY 17, 2012 01 31 20 - l PRO7ECT MEETINGS Page 1 af 3 1 2 3 PART1- GENERAL 4 1.1 S[]NiMARY SECTION 413L 20 PROJECT MEETINGS 5 A. Sectinn Includes: 6 I. Provisions for project meetings throughout the constr�tction period to enable orderly 7 review of the pY'ogress of tlle Wor1c and to provide for systematic discussion of 8 potential pt�oblems 9 B. Deviations this City of Port Worth Standa�•d Speci�cat�on I� l. None. 11 12 13 14 1.2 C. Related Speciiication Sections include, but are not necessarily limited to: 1. Division Q— Bidding Requirements, C�ntract Forms and Conditions of the Contract 2. Division 1-- General Requirements PRXCE AND PAYM�NT PROCEDUR�S 15 A. Measurement and Payment 16 1. Work associated with �is Item is considered subsidiary to the various iteins bid. I7 No separate paymeni will be allowed far this Item. l 8 1.3 REFERENCES [NOT USED] 19 l.4 ADNIINISTRATIVE R�QUIR�II�NTS 2U A. Coardination 21 1. Schedule, a�tend and administer as sp�ci��d, periodic pf•ogress meetings, and 22 specially called meetings throughout progress of tha Worlc. 23 2. Representatives of Contractor, subcontractors and suppliers attending ine�tings 24 shall be qualified and authorized to act on behalf of the entity each repe�sents. 25 3. Meetings administered by City may be tape recorded. 26 a. If recorded, tapes wi11 be used to prepare minutes and retained by City for 27 future reference. 28 4. Meetings, in addition to those speci��d in this Section, may be held when requested 29 by the City, Ei7gineer or Contractor. 30 B. Pre-Construction Neighborhood Meeting 31 1. After the execution of the Agreement, but befare construction is allowed to b�gin, 32 attend 1 Public Meeting with affected residents to: 33 a. Present projected schedule, including eonstruction start data 34 b. Answe�• arly consf��uction related questions 35 2. Meeting Location 36 a. Location of ineeting to be determined by the City. 37 3. Atiendees 38 a. Contractor CITY OF FORT W�RTH Intersection Imprqvements at $20 & Marine Creek Packway Phase 1 STANDARD CONS'TitUC'CION SPECIxICATTQN DOCUMENTS CPN 101585 Revised 7uly 1, 201 l Q] 3120-2 PROJECT MEETING5 Page 2 of3 ] b. 1'roject Representative 2 c. Other City representati�es 3 4. Meefing Schedule 4 a. In general, the neighbarhood meeting wili occur within the 2 w�eks following 5 the pre-eonstruction conference. 6 h. In no case will construction be allowed to begin untii this meeting is hel�i. 7 C. Progress Meetings 8 1. Formal project coordination meetings will be held periodically. Meetings wii] be 9 scl�eduled and administered by Project Representative. l 0 2. 11 12 13 !4 15 16 17 18 19 20 21 22 23 24 25 26 27 28 3. 4, Additional progress meetings to discuss speci�c topics will be conducted on an as- needed basis. Such additional rneetings Sl�all include, Uut not be Iimited to: a. Coordinating shutdo�vns b. installati�n of piping and equipment c. Coordinaiion between other canstruction projects d. Resolufion of construction issues �. Equipment approval The Project Representative wiil preside at progress meetings, prepare the nntes oi tlte meeting and distribute copies of the same to all participants who so request by fulfy completing the attendance form to be circulated at the beginning af each meeting. Attendance shal] include: a. Contractor's praject manager b. Contractor's superintendent c. Any subcontractor or supplier xeprese�tatives �uhom the Contractnr may desire to invite or ihe CiTy may request d. Engineer's representatives e. City's representatives f. Othei•s, as requested by the Project Representative 29 5. Preliminary Agenda may include: 30 a. Review af Work progress since previo�s ineeting 3I b. Field obseznraiians, problems, co»flicts 32 c. Items which impede canstructian schedule 33 d. Review of off site fabrication, deii�ery schedules 34 e. Review of construction interfaci.ng and sequencing requirements with adler 35 construction contracts 36 f. Corrective measur�s and procedures to regain projected schedule 37 g. Revisions to construction scheduie 38 h. 1'rogress, schedule, during succeeding Work period 39 i. Coordination of schedules 4a j. Review subinittal schedules 41 k. Maintenance of quality standards 42 1. Pending changes and substituiians 43 m. Review proposed changes for: 44 1) Effect on constz'uctian schedule and on coxnpletion date 45 Z) Effeet on other contracts of the Projeet 46 n. Review Record Dacuments 47 0. Review monthly pay request 4$ p.. Review status of Requests for [nformation CITY Ol^ �'OIZT WORTH fnCerseciion ]mprovements at 830 & Marine Creek Parkway Phase 1 STANDARD CONSTRUCT[ON SPECIFICATION DOCUM81V7'S CPN 101585 RevisedJuly l, 2011 O1 3] 20-3 PROlECT MEET[NGS Page 3 of 3 1 6. Meeting Schedule 2 a. Progress xneetings will be held pei•iodically as determined by the Project 3 Representative. 4 I} Additional xneetings inay be held at the i•equest of the: 5 a) City 6 b) Engineer 7 c) Cantrac#or 8 7. Meeting Location 9 a. The Ci#y wil] estabiish a meeting location. l0 1} To the extent practicable, meetings wi11 be held at the Site. 11 1..5 SIIBNIITTAL,S [NOT US�D] 12 1.5 ACTION SUBMITTALS/INFOItMA�.T�ONAL SIIIiMITTAL� [NOT LTSED] 13 1.7 CLOS�OUT SUBM�TTALS [NOT U�EDJ lA 1.S MAINTENANCE MAT�RIAL Si7BMITTALS [NUT IISED] 15 1.9 QUALITY ASSURANCE [NOT US�D] 16 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] � 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] I8 1.12 WARRANTY [NOT USED] I9 PART 2- PRODUCTS [NOT U�.Ell] 2Q PART 3- EXECUTION �NOT US�D] 21 22 END OF SECTION Revision Log DA"I'� NAME SUIYIMARY OF CHANGE 23 CITY OF FQRT WpRTH Intersaction Impro�ements at 820 & Marine Creek parkway Phase 1 S'I'ANDARD CONSTRUGTION SPECIF`ICATION DOCUMENTS CPN 1O158S Re�ised July 1, 2071 01331G-1 �ONSTRUCTION PROGRESS SCHEp[3LE Page 1 of 10 2 3 PART1- G�NERAL SECTION 0132 16 CONSTRUCTION PROGRESS SCHEDULE 4 1.1 �SUMMARY 5 A. Sectian Includes: 6 7 8 9 IO ll 1. General requireinents for the preparation, subinittal, updating, status reparting and management of the Consiruction Progress 5chedule 2. Specific requirements are presented in the City af Fort Worth Sch�dule Guidanee Document B. Deviations ft•om this City �fFa�t Woi�th Standa�-d Spaeification 1. None. 12 C. Related 5pecification Sections include, hut are not nec�ssarily limited to: 13 1. Division 0— Bidding Requirements, Contract �'orrris and Conditions of the Contract l4 2. Division 1— General Requir•ements 1S 16 17 18 19 20 21 22 23 z4 25 26 27 28 29 30 D. Pu�pose The City of Fort Worth (City) is committed to deli�er�g quality, cost-effective infrastructure ta its ciiizeiis in a timely tn.anner. A key toai to achieve t�is purpose is a properly steucturecf schedule witi� accurate updates. This suppotts effective monitoring of progress and is input ta c�'itical decision malcing by the project manager throughout the lift af the pi'oject. Data from the updated projec# seiledule is utilized in status reporting to various levels of the City organization and the citizenry. This Document complements the City's Standard Agreement to guide the eonst�'uctian caa�t•actoj• (Contractor} in preparing and submitting acceptable schedules fot• use by the C1ty in presject delivety. The expectation is the performance of the wo�k fallaws the accepted schedule and adhere to the cont�•actual timeline. The Contractoc will designate a qualified representa�ive {Project Scheduler} respansible for de�eloping and updating the schedule and preparing status repor�ing as requued by the City. 31 1.2 PRICE AND PAYMENT PROCEDURES 32 A. Measurement and Pay�r►ent 33 1, Work associated with ihis Item is considered subsidiary to the various items bid. Na 34 separate payment will be allowed for this Item. 35 2. Non-compliance with this specifcation is gtounds far City to wiihhold payment of 36 the Cont�actor's invoices until Contractor achieves said eompliance. �37 1.3 38 A. Project 5chedules CITY OF FORT WORTH Intersectinn Improvements at 820 & Marine Creek Parkway Phas� 1 STANi)ARD CONSTRUCTION SPCCIPICA'1'IQN DqCUMENTSCPN 1D15$5 Revised August 13, 2021 aa �? �6_, CO�IS'fRUCT[ON P120GRESS SCHEDULE Page 2 of ] 0 1 Eack� proj ect is rapresented by City's master project sclie.dule that encompassas the entire 2 scope of actiuities envisianed 6y the City to properly deliver the work. When the Gity 3 contracts With a Cpntractpr to per�Orm ConstfuCtian of the WoYk, the Cont�•actor will 4 develop and maintain a schedule for thair scope oFwoz•k in alignment with the City's 5 standard schedule reqult�ements as defined hea•ein. The data and iniarmation of each such b schedule will be ]everaged and bacome integ��al in the master project schedule as deemed 7 appropriate by the City's Project Control Specialist and appro�ed by the City's Project S Manage��. 9 l0 l. Master Yrojec# Sc.hedule 11 The master project schedule is a holistic rep�-es�ntatian of the scheduleti activities and 12 milestones far the total project and ba G�'itical Path Method (CPM} based. The City's 13 Project Manager is accountable for oversight af the development and maintaining a 14 master project schedule for each projeet. When the City cantraets far the design 15 and/or constructian af the project, the master project schedule will incorporate 16 elements of the Design and Construction schedules as deemed appropriafe by th� 1'7 City's Project Cantrnl Specialist. The assigned City P.roject Control Specialist craates ] 8 and inainfarns tl�e inasYer proj�ct schedule in P6 (�ity's scheduling so.ftware). 19 za 21 22 23 24 25 26 27 2.8 24 30 3I 32 33 34 2. Construction Schedule The Contractor is respansible far developing and maintaining a schedule for the scope of the Contractor's contractual requirements, The Canti�ctar w[II issue an initial schedule for review and acce.ptance by the City's Praject Control Sp�c.ialist and the City's Project Manager as a baseline schedule for Gontractor's scope of work. Cantractar �,vill issue cureent, accurate updates of their schedu[e (Progress SehecEule) tq the City at the end oieach mont�t tkarougl7out tlte life of thei.r worlc. B. 5chedu]e Tiers The City has a portfo[ia of pr�jects that �ary widely in size, compl�xity and content requiring different scheduling to effecti�ely deli�er eacl� project. The City uses a"tiered" approach to align the proper schedule with the criteria for each project. The City`s Project Manage�' determines the appropriate schedule tier fot• each project, and includes that designatian and th.a associated requirements in the Contractar's scope ofworlc. The fallowing is a suminaty af the "tier�". 35 1, Tier 1: Small Size and Short Duralion Praject (design not �-equired) 36 The City develops and maintains a Master Project Schedule for i��e praject. No 37 schedule submitta[ is requit•ed fi•o.m Contractor. City's Project Cant�'ol Speeiatist 38 acc�u�•es any necessa�y schedule stattts data or infor�natian through discussians with 39 th� ��specti�e paety on an as�needed basis. 40 41 2. Ti�r 2; Stx►all Size at�d Shot-t to Medium Duration Project �2 The City de�elo�s and maintains a Master Project Schedule for the project. The 43 Contractar identifies "start" and "finish" inilestone dates on key elements of tlieir 44 wark as agreed with the City's Project Manager at the kickoff of �heir worlc effort. 45 The Contracto�• issues to the City, updates ta the "stait" and "finisla" dat�s for such 46 milestones at the end of each month throughout the life of their work on the pf�oject. 47 48 3. Tier 3; Mediu�n and La�•ge Size andlor Complex Pi�ojeets Regardless of Dtu•ation CITY OF FO[tT WORTII infersection improvements at 820 & Matine Creek Parkway Pltase 1 ST.hNDARb CON�TRLfC'IIO�I SPEC�I'ICr1TION DOCUMENTSCPN [01585 Ravised August 13, 2021 0132IG-3 CONSTRUCTION PROG12E55 SCHEI]ULE Page 3 of lfl 1 4. The City de�elops and maintains a Cvlaster Project Schedule for the project. The 2 Contractor develpps a Base�ine Schecfule and ma.intains the schedule of their 3 �•espective scope of work on the project at a level of detaif (generally Le�el 3) and in 4 alignment with the WSS structure zn Section I.4.H as agreed 6y the Frojeci Manager. 5 The CantractQr issues to the City, updates af their respeetive schedule {Progress 6 Schedule) at the end of each month throughoutthe life of their work on the p�'ojeet. 1D li 12 13 14 15 16 17 I8 I9 2fl 21 zz 23 24 25 26 C, 5cheduje Types P�•oject delivery for the City utilizes two types of sche�ules as noted below. The City develops and maintains a Master Project Schedule as a"baseline" schedule aiad issue monthly �pdates to the City Aroject Manager (end of each month) as a"progress" schedule. The Contractor prepares and suhmits each sclSedule type to fulftll tl�eir contracivai requirements. 1. Baseline Schedule The Coat�•actor develbps and submits to the City, an initial schedule for their scope of work in alignment with this specification. Onc� t'eviawed and accepted by the City, it becames ihe "Baseline" schedule and is the basis against which all progress is tneasuj�ed. The baseline schedule wi1l be updated when there is a change ar addition to the scope of wark impacting the duration of ihe vuork, and only after receipt of a duly authorized change aa•der �ssued by the City, In the event progress is signif7.cantly behind schedule, the City's Project Managej• may authorize an updat� to the baseline schedu�e to facilitate a more practical evaluation of progress. An example oF a Baseline Schedule is provided in Specification Ol 32 16.1 Const�-uction ['ra�ect Schedule Baseline Example. 2. Progress Schedule 27 The Contractor updates their schedule at the end of eaeh rnonth to �•epresent the 28 prog��ess achieved in the work which includes any impact fz'om autharized changes in 29 tl�e work. The updated schedule must accurately reflecf the ew'rent status of the work 30 at that point in time and is referred to as the "Progr�ss Schedu�e". The City's Project 31 Manager and Project Control Specialist rev.iews and accepts each progress scheduje. 32 1n the event a progress schedule is decmed not acceptable, the una�cceptable issues are 33 identified by the City within S warlcing days and the Gontractor must provide an 34 acceptable pro.gress schedule within S worl�ing days after receipt of non-acceptance 35 natification. An example of a Progress Schedule is provided in Specification O1 32 36 16.2 Consiruction Project Schedule Prog�ess Example. 37 D. City Standard Schedule Requirements 38 The following is an overview nf the methodology for deveIoping and maintaining a 39 schedule for deli�ery n.ia project. CITY Of FORT WORTH Intersection IEnpmvements at 820 & Marine Creek Parkway Pl�ase 1 STANDARD CQNSTRUCTTON SPECIFICATIDN DOCUMHNTSCPN 10:1585 Revised August 13, 2a21 ai az i�-a CONSTRUCTION PROCrRES5 SCH�DULE Page 4 of l0 1 1. Schedule Frameworlc - The schedule vvill be based oii the defined scope of work and 2 follow the (Critical Fath Methodology) CPM method. The Contractor's schedule will 3 align with the requirements of this specification and w'tII be cost loaded to ref[ect 4 tlleir plan for execution. Compli�nce with cost loading can be provided with 5 tradiEional cost loadiag of line items OR a projecte.d cost per month for the 6 project rvhen the initial schedule is subanitted, updated on a quarterly basis is 7 significant cl�ange 'rs anticipated. Overall schedule duratian will align with the S conn�actual requu•ements for the respective scope of work and be reflected in City's 9 Maste�• Projeet Schedule. The PcojectNu�nber and Name of the Pf•oject is required 1� on each schedule and must inatch the City's project data. 11 12 13 14 15 1& 17 18 19 20 21 22 23 24 25 26 27 28 29 3p 31 32 33 34 35 36 37 38 39 40 �} 1 42 43 44 4� 46 47 E. Sahedule File Name All sehedul�s submiited fo the City for a pt•oject will have a file narne fihat begins with the City's ,��roject r�umber fo]lowed by tha r�r�me af the prajeci followed by baseline (�f a baseline schec[uIe) or the yerrr and monfh (if a progress schedule}, as shov�rn below. • Baseline Schedule File Name Format; City P�•aject Number Project Nafne Baseline Example: 101376 North Montgomery 5treet HMAC_Basel�ne • Progress Schedule File Nazne Format: City 1'roject Nltmber_Praject Name YYYY-MM Example.: 1 Q 1376_Ntirth Montgornery S#reet HMAC�201$ 01 • Froject Schedule Progress Narratiue Fiie Name Format: City P��oject Number Pcoject Name PN YI'YY-MM Example: 101376 North Montgomety Street HMAC_PN 2018 O 1 F. Schedule Templates The Contraetor �vill �xtilize the relevant sectians fi•am the Cify's templates p�•o�ided in the City's dQcument management system as tke basis for creating thei�• respective project schedule. Specifically, tl�e Contractor's schedule will align witl� the layout of the C�nst��uction section. The templates are ideutified by type of project as noted below. • Arterials • Aviation • Neighbarhoad St�•eeYs • Sidewallcs (Jater} • Quiet Zones (iater} • Street Lights {later) • Intersection Improvements (later) • Parlcs • St�rm water • Street Maintenance • Traffic • Watet' G. Sehedule Calenda�� CiTY OF PORT WOiiTH Intersection impro�+aments at 820 & Marine Creek Parkway Phase l STANDARD CONS'TRUC'T10N SPHCIFICFL'I'EON DOCUMENTSCPN ] 01585 Revised August l3, 2021 Ol 32 15 - 5 CONSTRUCTION PROGRESS 5CbIEUL3LE Paga 5 of 10 1 The City's standard calendar far schedule developm�i�t purpases is based on a 5-day 2 workweek and accounts for the City's eight standard holidays (New Yeat•s, Martin Luther 3 King, Memorial, Independence, Lahor, Thanl<sgiving, day after Thanlcsgi�ing, 4 Ci�ristmas). The Coni�•actor w ill establish a schedule calendar as part of the schedule S development process and provide to the ProjecY Contral Specialist as pai�t af the basis for 6 their schedule. Variations between the City's calendar and the Contractor's calendar 7 must be resolved prior to the City's acceptance of their Baseline project schedule. 8 9 H. 1Q 11 12 13 i �F 15 16 17 18 19 2� 21 22 23 24 25 26 27 28 29 3Q 31 32 33 34 35 36 WBS & Milestone Standarcfs for Schedule Development The scape of work to be accomplished by the Contraetor is i�ep�•esented in tkte schedule in the form of a WorkBr�alcdown Structure (WBS). The WB5 is the basis for the develnpment of the schedule activities and shall be imbedded and depicted in the schedule. The following is a summary of the s�:ar►dards to be followed in preparing and maintaining a schedule for project deliveiy. 1. Cantrac#or is required to utilize the Ciry's VJBS structure and respective project type template for "Const��uctian" as shown in Section 1.4.H below. Additiana! activit�es may be added to Levels 1- 4 to accou�nodate the needs of the organization executing the wo�'k. Specifical�y the Contractor will add activities under WBS XXXXXX.80.83 "Canstruction Execution" that delineates the activities associated with the various components of tIie work. 2. Contractor is r�quired to adhere ta tl�e City's Standard Milestones as shown in Section 1.4.I below, CQnt��actor will include additional rni3esiones representing intermediate deliverables as requrred to accurately reflect their s.cope of work. I. Schedule Activities Activities are the discrete elernenis of wock that make up the schedule. They will be organized under tlie umbrella of the W�S. Activity descriptions should adequately describe the activity, and in satr�e cases the extent of the activity. All activities are logicaliy tied with a pradecessor and a successar. The only exceptio�3 tn this rule is for "praject sta��t" and "project finish" milestones. 37 The activity duration is based on ihe physieal amour�t of work to be per�ormed for the 38 stated activity, with a m�imum dut•ation of 20 wai•king days OR a continuous activity in 39 one locatian. If the wark far any one acti�ity exceeds 2� days, break that activity dawn 40 incrementally to achieve this duj•ation constraint. Any exception to this req�ires xeview �1 and acceptance by the City's Project Control5pecialist. 42 43 J. Chang� Orders �44 When a Change Ordet• is issued by the City, khe impaot is incarporated into the p�•e�iously 45 aceepted baseline schedule as an u.pdat�, to cleaxly show impact to the praject timeline. 46 The Cantractor submits this updated baseline schadule to the City for CTTY OF FORT WORTH InYersection improvements at 82D & Marine Cieek Parfcway Phase 1 S1'ANDARD CONSTRUCTION SPECTFICATION DOCUMENTSCPN 101585 Revised AuguSt 13, 2021 O13216-& CONSTItUCT€Oi*I PROGRESS SCHEDULE Page G oF 10 ce�iew and acceptance as descri6ed in Section 1,5 below. Updated haseline schedules adhere to the following: I. Time extensions associated with approved contract modificatians are limited to the actual amount of time the project acti�ities are anticipated to be delayed, unless otherwise appraved by fhe P��ogram Manager. 9 10 ]1 12 13 14 1S 16 17 18 2. The �•e-baselined schedule is submitted by the Co�at�•actor within ten worlcday5 a$er the date of receipt of the appraved Change Order. The chaeiges in lagic oz' durations approved by ihe City are used to ana[yze #he impact of the change and is included in the Change Ordea'. The coding for a new activity(s) added to the schedule for the Change 4rder i�lcludes the Chang� Oeder number in the Aciivity ID. Use as many acti�it�es as needed fa accut•ately show the work af the Change Order. Revisions to the baseIine schedule are not effective until acceptad by the City. K. City's Worlc Breal�down St�•uct�u�e 19 WBS Code WBS Name 20 XXXXXX P�ro;jectName 21 �XXXXX.30 Design 22 3�XXX�CX.30.10 Des�gn Cantractor Agreement 23 XKXXXX.30..20 Conceptual Design (30%} 24 XXXXXX.30.30 Preliminary Design {60%) 25 XXXXXX.30.40 Final Design 26 XXXXXX_30.5fl En�iran�nental 27 XXXXXX.30.60 Permits 28 XXXXXX.30.60.10 Permits - Identi�catian 29 XXXXXX30.6.0.20 Permits - Review/Ap�arave 30 XXXXXX.40 RDW & Easements 3l XXXXXX.40.10 ROW Negotiatians 32 XXX��XX.40.20 Candemnation 33 XXXXXX.70 Utility Relocatio�n 3h XXXXXX.70.1(l Utility Relocation Co-ordination 35 XXXXXX.SO Construction 36 XXXXXX.S0.81 Bid and Award 37 XXXXXK.80.83 38 XXXXXX.80.85 39 XXXXXX.80.86 40 XXXXXX.90 41 XXXXXX.Rp,10 42 XXXXXX.9a.40 Canstruciion Execution Inspection Landscaping Closeout Canstruction Contract Close-out Design Contract Closure 43 L. City's Standard Milestones 44 The fo[Iowing milestone aciivities (i.e., impot�tant e�ents on a project that mark ca'itica] 45 points in time) are of particular interest to the Ciiy and must be refIeeted in the pro�ect 46 schedule for all phases af work. CI'FY QF FORT WORTEI ]nteisection Im�rovemenls at 82Q & Marine Cree& Parkway Pl�ase L STANDARD CON5TI2UC`CION 5YEC1F[CATION DOCUM�I�lTSCPN LO158S Rcvised August f 3, 2021 O] 3216-7 COI�STRUCTTON FROGRESS SCFIGDi1LE Page 7 af ] 0 1 Acti�ity ID Activity Name 2 Desigr� 3 3020 Award Design Agreement 4 30�0 Issue Notice to Proceed - Design Engineer 5 3100 Design Kicfc-off Meeting 6 3 l20 Submit Conceptual Plans to Utilities, ROW, Trafiic, Parks, Storm Water, 7 Water & Sewer 8 3 i SO Peer Ret�iew MeetinglDesign Re�iew meeting (technic�l) 9 3160 Conduct Desi�n Public Meeti�g #1 (required} l0 3170 Canceptual Design Complete 1I 322a Subrnit Pre�iminaty Plans and Specifications to Uiilitzus, RDW, Traffic, 12 Parks, Storm Watet, Water & Sewer 13 3250 Canduct Design Public Meeting #2 (required) 14 3260 Prelitninazy Design Complete 15 a310 Submit Final Design to Utilities, ROW, Trafiie, Parks, Storm Water, 16 Water & Sewer 17 3330 Conduct Design Pu6lic Meeting #3 (if required) 18 33G0 Final Design Complete 19 ROW & Easements 20 400Q Right of Way Start 21 423Q Right of Way Complete 22 Utelity Relocafion 23 7000 Utiiities 5tart 24 7120 Utilities Cjeared/Complete 25 ConstrucEifln 26 Bid and Award 27 81 I O Start Advertisement 28 8150 Conduet Bid Openin� z9 8240 Award Const�uction Contract 30 Constructiou Execation 31 8330 Conduct Canstz•uction 1'ublic Meeting #4 P�e-Canstruction 32 8350 Const��uctian Start 33 $370 Substantial Completion 34 8540 Canst�•uction Completian. 3S 9130 Notice af Co�pletion/Green Sheet 36 9150 Ct�nsfruction Contract Closed 37 9420 Design Contract Closed 38 39 1.4 SUBMXTTALS 40 A. Schedule Submittal & Review 41 Th� Ciiy's Project Manager is responsihle for reviews and acceptance of the Contractor's 42 schedule. The City's Project Cantral Specialist is responsible for ensuring alignment of 43 tt�e Contractor's baseline and progress schedules wilh the Master Project Scltedule as 44 support to the City's Pcoject Manager. The City ret+iews and acccpts o�' rejects the 45 sched�ile within tera work�lays of Contractor's submittal. 46 CIT1' OF I'ORT SJVORT'H Interseetion Lnproveinenls ai 820 & Marine Creek Partcway Phase 1 STANDARD CONST'RUCTION SPECIFICATION DOC[JMENTSCPI� 101585 Revised August 13, 2D21 p1321b-S COIVSTRUCTIOIV PROGR�SS SC.HEDULE Page S of 10 1 1. Schedule Fo�•mat 2 The Contractor will submit each schedule in two electronic forms, one in nati�e fi[e 3 format (.xel; .x,rrtl, .mpx) aa�d th� second in a pdf format, in the City's docuinent 4 rnanagement system in the lacation dedicated for this purpose and identitied by the 5 Project Manager. In the event the Cantt'actar daes not use Primavei•a P6 or MS 6 P�•oject for scheduling purposes, the schedule �nfarmafion must be submitted in .xls 7 or.xlsx format in campliance with the sample [a�out (See Specification Q 1 32 16.1 8 Construction Project Schedule Baseline Example), including acti�ity predecessors, 9 successors and total float. 10 11 2. Tnitial & Baseline Schedu]e 12 The Contractor w ill de��lop their schedule for thair scope of work and submit their 13 initial schedule in electronic form {in the �fe form.ats noted ahove), in the City's 1A docutnent managemen.t system in the lacation dedicated for this purpose �tt least 5 15 working dnys prior to Pre Cvr�struction Meeting. 16 1'1 The City's Projeci Mau�ger and Project Cont�•oI Specialist review this initial schedule 18 to detez•mine alig�menC wi�li the City's Master Project 5chedule, including format & 19 WBS st�•�tcture. FotEowing the City's review, feedback is provided to the Cont�•actot� 20 for their use in finalizing theu• i�nitial schedule and issuing (within fve worltdays} 21 their Baselule Schedule for i3nal review and ace�ptanc� by the City. 22 23 3. Frogres� Schedule 24 The Contractor w ill update and issue their projec# schedule (Progress Schedule} by 2S the lasi day of each month tlu-oughout the life of their worlc on the project. The 26 ['rogress Schedu]a is sub�nitted in electronic fa�m as noted above, in the City's 27 document cnanagement system in the lncation dedicated for this purpose. 2� 29 The Ciiy's Project Control team re�iews each Progress Schedule for data and 30 information that suppoi�i the assessment of the update to the se�edule, In the e�ent 31 data or inforination is missing or incomplete, the Pt�oject Cont�•ols Specialist 32 cominunicates directly with the Contractor's scheduler for providing same. The 33 Contractor re-submits the corr�cted Progress Schedule within 5 workdays, following 34 the suhmittal p�•ocess nat�d above. The City's Project Manager and Project Coiitrol 35 Specialist review the Cantractor's progress schedule for acceptance and to monitor 36 perfarmance and pragress. 37 38 The following ]ist of iterns are i•equired to ensure proper status information is 39 contained in the Progress 5chedule. 4Q • Baseline Start date 41 • Baseline Fiuish Date 42 • % Complete 43 � Float 44 • Activity Logic {dependencies) �45 • Critical Fath 46 • Activities added or deleted 47 • Expected Baseline Finish date 48 • Vaz'iance to the Baseline Finish Date CITY dF FORT WORTH ]ntersection Iinprovements at 820 & Iviarine Creek Parkrvay [�l�ase l STANpARA CONSTRUCTION SP�GIFICATIDN DOCUMENTSCPAi 1�I585 Re�ised August l3, 2021 01 321G-9 CONSTRUCTiON PROGRGSS SCHEUUL� Page 9 oF 10 1 2 3 4 S b 7 8 9 10 ll 12 13 I� 15 B. Monthly Const�•�Ection Status Repoz� The Contractor subt�its a written status report (referred ta as a progress narrative) at the rnonthly progress rneef.ing (if r�onthly meetings are held) oi• at the end of eaeh montk� to accompany �1e Progress Schedute submittal, using the standa��d format provided in Specification O 1 32 16.3 Construction Pro�ect 5chedule Progress Narrative. The conteni ofthe Constructian Project Schedule PE•ogress Narrative shau�d be concise and complete to incIude only changes, delays, and anticipated problerns. C. S.ubmittal Process • Schedules a�d Monthly Const�uction Status Reports are submitted in in the City's document management system in the locatifln dedicated for this purpose. • Once the project has been completed and Final Acceptance has been issued by the City, no furthei• progress schedules or canstruction status reports are required from the Contractor. I5 1.� ACTION SU�MITTAL�IINFORMATI�NAL SUBMITTAL� [NOT USED] I7 1.6 CLO�EOUT SiTBMITTALS [NOT iTSED] 18 1. ] MAINTENANCE MATERIAL SiTBNIITTALS [NOT USED] 19 1,8 QIIALITY ASSUf2ANCE Za zi 22 23 24 25 A. The person preparing and ��evising the constructinn Pragress Schedule shall be experienced in the preparation. of schedules of similar car�zple�ty. B. Schedule and supparting documents addressed in this Speci�cat�on shall be prepared, updated and r•evised to accurately reflect the pe��formance af the construction, C. Cantractor is responsible for the quality af all submittals in this section meeting the standard of car� for the canstruction industry for simiia�� projects. 26 1.9 DEL�+ RY, STORAGE, AND HANDLING jNOT USED] 27 1.14 FIEI.D �S�TE] CONDITIQNS [NOT USED] 28 l.l l WARRANTY [NOT USED] 29 I.12 ATTACFIMENTS 3� Spec Ol 32 16.I Construc�ion Praject Schedule Baseline Exa►nple 31 Sp�c O1 32 16.2 Const�vc�ion Project Schedule P3•ogress Examp�e 32 Spec O L 32 16.3 Const�vction Pf•oject 5chedule Progress Narrative CITY OF FORT WORTH Intersection Imprpvements at 82a & Marirte Greek Parkway Phase l 5TANDA[�D COIV5TRUCTiON 3PGCIFICATION 1]OCUNIENTSCPN 10i585 Rewisad August l3, 2Q21 0[ 32 [G- [0 CONSTRUCTIpN PR4GRE55 SCHEDULE Page l0 af l0 2 1'ART 2 - PRODUCTS [NO'l' [TSED] 3 PART 3- EXECi7TIUN [NOT USED] 4 �ND OF S�CTION Re�isian Log DATE NAME SUMMARY OF CHANGE 8/13/2027 Michael D,uen Reuised to update specification requiremen#s and eliminate duplicate schedi�Ie specific.ations. CITY OF FORT WORTH Intarseetion Lnproveroents at $2p & Marine Creek Parkway Plias� l STANDARq CONS'TRUCTION SP�CIPECATION DOCLIMENTSCPN IQ1585 Revised August 13, 2021 O13233-1 PRECaNSTRUGTIpN VID�O Page ] of 2 1 2 3 PART1- GENERAL ?�l�i �Yl�i� fi� s\:�'J SECTION Ul 32 33 PRECONSTRUCTION VIDEO 5 A. Section Includes: 6 1, Administrative and procedural requirements for: 7 a. Preconstruction Vicieos 8 B. Deviations fr4m this City of Fort Worth Standard Specification 9 1. None. 14 C. Related Specifieation 5ections inelude, but are not necessarily limited to: 11 1. Division D— Bidding Requirements, Contraci �'or�ns and Conditions of the Contract I2 2. Dir+ision 1— General Requirements 13 1.2 PRICE AND PAYMENT PROCEDUR.ES 14 A. Measurement and Payment 1S I. Wo�•fc associated with this Ttem is considered subsidiary to the various items bid. 16 No separate paymeni will be aliowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Preconstruction Video 2� 1. Produce a precanstruction video of the site/alignrnent, including aIl areas in the 21 vicinity of and to be affected by construction. 22 a. Frovide digita] copy of video upon reyuest by the City. 23 2. Aetain a copy of tk�e precons�ruction video until the end of the rnaintenanee surety 24 period. 25 1.5 SUBNIITTAL5 [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CL05EOUT SUEMITTALS [N4T US�D] 2$ L8 MAINTENANC� MATERXAL SUBMITTALS [N�T USED] 29 30 31 32 1.9 QUALITY ASSURANCE [NOT X1SEDj 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD jSITE] CONDI'I'XONS �NOT U�ED] 1.1� WARRANT� [NOT USED] 33 PART 2- PRODiJCT� [NOT U�ED] CITY OF FORT WORTH [ntersection Improvetnents at 820 & Marine Creek Parkway Phase 1 STt1NDARD CONS'i'RUCTIQ71 SPECIFICAT[O%I DOCUM�NTS CPN 1p1585 Revised 7uly I, 2Q I 1 oi3z33-z PRECONSTRUC'1']ON ViDCO Page 2 of2 PART 3 - EXECUTION [NOT USEDI END OF SECT�ON Re�ision Log DATE NAME Si]MMARY OF CHANGE CITY bP' C'ORT WORTH Intersection Improvements at 624 & Marine Creek Parkway Phase 1 STAIVDARD CQNS'I'RUC'CION SP�CIFICATION BDCUMENTS CPN 101585 Revised July 1, 2d11 a� 33 00 - i SUBMLTTALS Page [ of S l 2 3 PART1� GENERAL 4 1.1 SUNIlYIARY SECTION 0133 00 SUBMITTALS 5 A. Section lncludes: 6 I. General methods and requirements of submissions applicable to the following 7 Work-related submittals: 8 a. Shop Drawings 9 b. Product Data (including Standard Praduct List subtnittals} 1� c. Samples 11 d. Mock Ups I2 B. Deviatioris from this City of Fori Worth Standard Specif cation 13 1. None. 1�4 15 16 17 1.2 C. Re�ated Specification �ectiQns include, bui are not necessarily limited to: 1. Division 0-- Bidding. Requir�ments, Contract Porms and Conditions of the Contract 2. Division I— General Requirerne�lYs PRICE AND PAYMENT 1']L20CEDURES 18 A. Measurement and Payment 19 1, Work associated with this Item is cor�sidered subsidiary to the vai-�ous items bid. 20 No separate payment will be allowed for this Item. 21 I.3 REFERENCE� [NOT i7.SED] 22 ].4 ADMIN�TRATIVE REQUIREMENTS 23 24 25 26 27 28 29 �a 31 32 33 3�4 35 36 37 38 39 40 A. Coordination 1. Notify the City in writing, at the time of submittal, of any deviations in the submiitals from the requirements af the Contract Documents. 2. Coardination of 5ubmittal Times a. Prepare, prioritize and transmi� each submittal sufficienily in advance of �aerforming the related Wark or othar applicable activities, or within the time specified in the individuai Work Sections, of the Specificati.ons. b. Contractor is responsihle such that the instalfation will not be delayed by pracessing times incl�Eding, but not limited to: a) Disapproval and resubmittal (if required} b) Coardinaiion with other suhmittals c) Testing d) Purchasing e) Fabrication fl Dalivery g) Sirtailar sequenced activities c. No extensian of time will be authorized because af the Contractor's failure ta iransmit submittals sufficiently in advance of the Work. C1TY OF PORT WQRTH Intersectinn Impra�ements at 820 & 1Vfarine Creek Parkway Phase 1 STANi}�1RD COWSTftUCTION SPECIFICATIOIV DpCU1V�NTS CPAf IQ15$5 Re�ised Decem6er 20, 2072 aisaoo-z SUBMITTALS Page 2 of 8 1 2 3 4 5 6 7 8 9 1� 11 12 13 14 1S 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 � 45 46 d. Make submittals promptly in accordance with approved schedule, and in sucl� seguence as to cause no delay iii the Work or in the work of any other contractor. B. Submittal Nuinbering 1. When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identifieation numbering system i� the foIIowing manner: a. Use the �rst 6 digits of the applicahle Speci�ication Secfioil Number. b. For the next 2 digits number use numbers D I-99 to sequentially nuir�ber each i��itial separate itern or drawing subinitted under each specific Sectian number. c. Last use a letCer, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd subinission, C=4th submission, etc.). A typica] su'bmittal nuinber would be as follows: 03 30 OQ-08-B 1) 03 30 00 is the Sp�cification Section for Concrete 2) 08 is ihe eighth initial submitta] uiader this Speci�cation Section 3) B is the third subrnission (second resub�a�issioi�) of that particuIar shop drawing C. Contractor Certification 1. Review shap drawings, prod��ci data and samples, including thosa by subcontractars, prior to submission to determine and verify the follovaing: a. �'ield measuretnents b. Field construction criteria c. Catalog numbers and similar data d. Confortnance with the Canh•act Documents 2. Provide each shop drawing, sample and product data subrnitted by the Contra.etor with a Ceriiiication State�neut affixed ineluding: a. The Contractor's Company name b. Signature of submittal reviewer c. Cei�tification Statement 1) "Sy this submittal, I h�z'eby r�present that I haue determined aszd verified field measurements, field construcfion criteria, �nateriais, dimensions, catalog numbers and similar data and I have checked and coordinated each item �tith other applicable approved shop drawings." D. Submittal Forjnat 1. Fo[d shop drawings larger than 8'/2 inches x 1 I inches to 8'/� inches x 11 inches. 2. �ind shap drawings and product data sheets together. 3. Order a. Cover Sheet 1) Description of Pac�Cet 2) Contractor Cei�tificatiflu b. List of items /'I'able of Contents c. Product Data /Shop Drawi�gs/Samples ICalcLilations �. Submittal Contant 1. 'T'he date of subnnissian and the dates of any previo�s submissions CITY OF FORT WOFtTH Intersectinn Imprdvements at 82D 8c 1Vlarine Creek Parkway Phase I STANDARD CONSTRUCTIOIV 5f'ECIFICATI�N DOCUMEN'C5 CPN 103S8S Revised December 20, 2012 Ol33Ob-3 SUBM[TTALS Page 3 of 8 2 3 4 5 6 7 8 9 10 11 12 13 l�l 15 16 17 18 19 20 2] 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 34 40 41 42 43 44 4S 46 2. The P�•ojeet title and number 3. Contractor identi�ieation 4. The ��ames Qf: a. Contractor b. 5upplier c. Manufactwrer 5. Identiiication of the product, with the Specification Section number, page and paragraph(s) 6, Field dimensions, clearly identifed as such 7. Relation tQ adjacent or eritical features of the Work or matej•ials $. Applicable standards, such as ASTM or rederal Specifteation numbers 9. Iden�ificatian by highlightin� of deviations from Cantract Documents 10. Identificatinn by highlight{ng of re�isians on resubmittals 1 I. An 8-inch x 3-inch blank space for Contractor and City stamps F. Shap Drarvings 1. As specified in [ndi�idual Wark Seetions includes, but is not necessarily limited to: a. Custom-prepared data such as fabrication and erection/installation (working) drawings 6. Scheduled information c. Setting diagrams d. Acival shopwork manufacturing instructions e. Custoin templates f. Special wiring diagrams g. Coordination drawings h. Individual system or equipment insp�ction and test reparts including: 1} Perfor�nance curves and certiiications i. As applicable to the VJork 2. De�ails a. Relation of the �arious parts to the main members and lines of the structure b. Where carrect fa�rication of the �ork depends upon field measurements 1) Provid� such measurements and note on the drawings prior to submitiing for approval. G. Product Data 1. Fnr subtnittals of praduct data for products included on the City's Standard Product List, clearly ider�tify each itein selected for use on the Project. 2. �'or submittals of praduct data %r products nat included on the City's �tandard Produ.et List, submittal data may include, but is not necessarily limited to: a. 5tandard prepared data for manufactured products (sametimes re�erred to as catalog data} 1) 5uch as the manufacturer's product specifica#ion and installatian instructions 2) Availability of colors and patterns 3) Manufacturer's printed statennents of compliances and applicability 4} RoUghing-in diagrams and templates 5) Catalog cuts 6) Product pk�otagrapl� CITY OF I'ORT WORTH Lntersection Improvements at 82D & Marine Cree[c Parkway Phnse 1 57'AN�ARD CQNSTRUCTION SPECIFICATION DpC[JNIENTS CPM IQ1585 Revised December 20, 2012 01330p-4 SUSMI'[TALS Page 4 of S 1 7) 5tandard wiring diagrams 2 8) Printed gerformance cur�es and operational-range diagrams 3 9) Praduction or quaIity controI inspection and test reports and certifiCatlons 4 10) Mill �•epo��s 5 1 I) Product nperating and inaintenance instructions and recommended 6 spare-parts listing and printed pr�duct warrai�ties 7 12) As applicable to the Work 8 H. Samples 9 1. As specified in individuaI Sections, include, but are not necessarily iimited to: 10 a. Physical examples of the Woi•k such as: lI 1) Sections o�manufacturedoriabricated Work 12 2) Small cuts ar eontainers of matej-ials 13 3} Complete units of repetiiiiv�ly used products cnlnrltexture/pattern swatches 14 and range sets 15 �4) Specimens for coordinatior► af visual effect 16 S} Graphic symbols and ui7its of Worl� to be used by the City for independent 17 inspection and testing, as applicable to the Work 18 I. Do not stai-� Work requiring a shop drawing, sample or product data r►or any tnaterial to 19 be fabricated or installed prior to the apprnval or qualified approval of such item. 20 1. Fabrication pez-formed, materials purchased or on-site construetion accomplished 21 which does not can�orm to approved shop drawings and daia is at th� Contractor's 22 risk. 23 2. The City will n�t be liable for any expense ar delay due to corrections or remedies 24 required to accomplish conformity. . 25 3, Complete peoject Work, materials, fabricatioil, and installations in conformance 26 with approved shop d��awings, applicable samples, and product data. 27 J. Submittal Disf�•ibutinn 28 1. �lectronic Distribution 29 a. C.onfirm development of Project directory for etectronic submittals to be '30 uploaded to City's Buzzsaw si#e, or another external FTP site app�•oved by the 3 ] City. 32 6. Shop Drawings 33 1) Upload submittal to designated project directory and notify appropriate 34 City representatives via email of sLibmittal postin�. 35 2) Ha�rd Gopies 36 a) 3 copies for all submittals 37 b� If Contractor requires more than 1 hard capy af Shop Drar%vings 38 ee#urneci, Contractar shall submit more than the number of copies listed 3 9 above. �0 41 42 43 44 45 46 �7 c. � 2. Hard Copy Distril�ution (if req�tired in lieu of electronic distribution) Product Data lj Upload sul��nittal to designated project directory and notify appropriate City representatives via email of submit�al posting. 2) Hard Copies a) 3 copies for all submittals Samples ]) Distributed ta the Project Representative CITY QF FORT WOR7'H ]nterseclion [mprovements at 824 & Nfarine Creek Parkway Phasa l STANDARD CON5TRUCTION SPECIFICATION DOC[TMLrNTS Cl'1V 10I585 Ite�ised Deceml�er 20, 2012 01 33 00 - 5 Si7BMITTALS Page 5 of 8 3 4 5 6 7 S 9 10 I1 12 13 14 15 a. Shop Drawings 1) Distribut�d fo the City 2) Copi�s a} $ copies for mechanical submittals b) 7 capies for all other submittaIs c) If Contraetor requires more than 3 copies of Shop Drawings retulned, Contractor shall submit more than the number of �opies listed above. b. Product Data I) Distributed to the City. 2) Copies a) � copies c. Samples 1) Distributed to the Project Represen�ative 2) Copies a) Su6mit the number stated in th� respective $pecification �eetions. 16 3. Distribute reproduc�ions of approved shop drawings and copies of appraved 17 product data and samples, where requiz'ed, to the jab site file and elsewhere as 18 directed by the Ciiy. 19 a. Provide numbez' o� copies as directed by the City but not exceeding the number 20 previously specified. 21 22 23 24 25 26 27 28 29 3a 31 32 33 34 35 36 37 3$ 39 40 41 42 43 44 45 46 47 48 K. Submittal Kevi�w �4. 5. 1. The revietv of shop drawings, data and sa�nples wi11 be for general conformance with t�te design concept and Contraet Doeurr;ents. This is not to be construed as: a. 1'erm'rtting a.ny departure from the Contract requirements b. Relieving the Contractor of respons.ibility for any errors, it�cluding deiails, dimensions, and inaterials c. Appraving departures fi��m details furriished by the City, except as otherwi�e provided herein 2. The review and approval af shop drawings, samples or praduct data by tha City does not relieve the Contractor from his/her responsibility with regard to the futfillment of the terms af the Contract. a, All risks of error and omission are assurned by the Confractar, and the City r�vill have no responsibiIity therefot'e. 3. The Contractor remains responsible for details and accuracy, for caordinating the Wark with a11 other a5sociated work and trades, for seiecting fabricatian processes, for techniqUes of asserr►bly and for perforrning Wark in a safe manner. If the shop drawings, data or samples as submitted describe variations and show a departure from the Cantract requirements which City finds ta be in the interest of the City and to be so minar as not to in�olve a change in Contract Pri ce or time for performance, the City may returr► the re�iewed drawings without noting an exceptian. Submittals will be returned io the Contractor under 1 of the following codes: a. Code 1 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or camments on the submittal. a) When returned under this code the Contractor may release t�a equipment and/or material for manufac�tuxe. b. Code 2 ciry ar roxr wore� Intersection Iu�prnve�nents aE 82D & Marine Creek Parkway Phase ] STANAARD CONSTRUCTIOIY SP�CIFICATION DOCUMENTS CPN l41 S&5 Revisecl December 20, 2012 o i 33 aa - s SLTBMITTALS Pa�e G of 8 1 1) "EXCEPTIONS NOTED". This code is ass�gned when a confirmation of 2 the notations and comments IS NOT required by the Contractor. 3 a) Tha Contractor may release the equipment or matei•ia] far ma«ufacttire; 4 however, all notations ai�d coinments must be incorparated into the 5 final product. 6 c. Code 3 7 1) °EXCE�''I'IONS NOT�DIRESLIBMIT". This comhination of codes is S assigned tivhen notations and cprnments ar� extensive eno�gh to require a 9 resub�nittal of the package. 1 D a) Tne Contractor may release the equip�nent or material foz' manufaeture; i] however, all notations and comments must be incorporated inta the l2 final product. 13 b) Tl�is resubmittal is to address all commen#s, omissions and 14 non-cozl�orrrting items that were nated. l5 c) Resubmittal is ta be rec�a�ed by #lie City within 15 Calendar Days of 1b the date of the GiYy's iransmittal requiring the resuhmittal. 17 18 19 20 21 22 23 2� 25 26 27 28 29 34 3] 32 33 34 35 36 37 38 39 40 41 42 43 44 45 d. Code � 1) "NOT APPROVED° is assigned when the submittal does not tneet the intent of the Contract Doeuments. a) The Contractor must resubmit ihe entire package revised to bring the submitCal into conformance. b) It may be nacessary to resubmit using a different manufacturerlvendor to meet the Contraci Documents. 6. Resubmittals a. Handled in the sarne manner as fi�•st submitlals 1) Corrections other than requested by the City 2) Marked with re�ision triangle or otl7er similar method a) At Contractor's risk if not markec� b. Submittals for each itetn will be reviewed na more than twice at the City's expense. 1} A[1 subsequent reviews will b� perfor��aed at times conve�iient to the CiTy and at the Contractor's expense, based on the City's or City Representative's then prevailing ra#es. 2) Provide Contraclor reim6ursement to the City within 3p Calendar Days for all sucli fees invoiced by the City. c. �"he need fot• more fhan 1 resubmission or any other delay in obtaining City's review of sub.mittals, will not �ntitle tlle Contractor to an extension of Contract Time. 7. Partial5ubmittals a. City reser�es tl�e right to nat review submittals deemed pa�tial, at the City's discretion. b. Submittals deemed by the C�ty ta be not complete will be returned to the Cantracior, and will be considered "Not Approved° untii resubmitted. c, 'I'he City may at its option provide a list or mark the submitial directing the Contractor to the axeas that are incomplete. 46 8. If the Contractor cansiders any correction irldicated on ihe shop drawings to 47 constitute a change ta the Contract Documents, then written rlotice mus# be 48 provided thereof to the City at least 7 Calendar Days prior ta release far 49 manufacture. C1TY OP FORT WQRTH Infersection Im�rovements at $20 & Marine Creek Parkway Pliase 1 STAISDARD CONSTCtUC1'lON SY�C[F1CA"I']OAI DOC(IM]:1VT5 CPIV 1�1585 Revised December 20, 2012 ai33aa-� SUBMITTALS Page 7 af 8 1 2 3 4 5 0 10 When the shop drawiztgs have been completed to the satisfaction ofthe Ciiy, the Cantractor may carry out the canstruction in accordance therewith and no further changes tharein except upon wrifien instructions from the City. Each submittal, appropriately coded, will be returneci within 30 Caiendar Days following receipt of submittal by the City. 6 L. Mock ups 7 1. M�ock Up units as speci�ed in individual Sections, include, b�t are not ne�essarily S limit�d to, compleke units of the standard of acceptance for that type of VWork to be 9 used on the Projeet. Rernove at the campletion of t�e Work or when directed. 10 M. Quaflfications 11 1. If specifically required in other Sections of these Specifications, subtnit a P.E. l2 Certification for each item required. 13 14 1S 16 17 18 I9 20 N. Request for Information (RFl) 1. Contractor Request for additional information a. Clari�cation or interpretation of the contract documents b. �hen t11e Contractor believes there is a conflict beiween Confract Documents e. When the Contractor believes there is a co:nflict betwe�rl the Drawings and Specifications 1) Identify the conflict and request clari�catiop 2. Use the Request for Infortnation (R�'I) form provided by the City. 21 3. Numbering af RF'T 22 a. Preiix with "RF'I" followad by series num6er, "-xxx", beginning with "Ol" and 23 increasing saquentially with each additional transmitkal. 24 4. Sufficient infarmation shall be attached to permit a written response without further 25 izzformatian. 26 5. The City will log eaah request and will review the request. 2'1 a. If review of the pi•oject informati�n request indieates that a change to the 28 Cantract Documents is required, the City will issue a Field Order or Change 29 Order, as appropriate. 30 1.� S�[]RMITTALS [NOT T.TSED] 31 1.6 ACTION SUBMITTALS/INI'ORMATIONAL Si7BMITTALS [NOT USED] 32 l.i CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 J.9 QUALITY ASSURANCE [NOT USED] 35 1.]0 DELX'VERY, STORAGE, AND HANDLING [NOT USED] 36 1.11 FIELD ��ITE] CONDITIONS [NOT i7SEDj 37 1.12 WA�RANTY [NOT ilSED] Cl`I"Y QP C'ORT WORTH Intersectipn Improvements at 820 & Marine Creek Parlcway Phase I STANDARD CON5TRUCTIOIV SP8CIFICATION DOC�TMENTS GPN 10I585 Revised December 20, 2012 Q13300-8 SUBMITTALS Page 8 of 8 t PART 2- PRODUCTS [NOT USED] 2 PART 3- EK�CUTION [NOT US�D] 3 END OT S�CTION Re�ision Lag DATE NAME SUMMARY OI' CHANGE 1 212 0120 1 2 I). 7olmson 1.4.K.8. Wor[cing Days modified to Calendar Days CITY �F FORT WORTH Interseetion Improvernents at 820 & Marine Creek Parkway Phase I Si'Al�lI)ARI) CONSTRUCTION SPECIFICATION �OCUMENTS CFN [01585 Revised Decemtier 2p, 2p l2 013513-1 SP�CIAL P1Lp,IE�T PROCET�UCiFS Page 1 of 8 ra 3 PARTf- G�NERAL � 1.1 SUMMARY 5 A. Sectian Includes: 6 7 8 9 10 11 I2 13 I4 15 16 17 18 39 SECTION 01 35 13 SPECIAL PROJECT PROCEDURES 1. The procedures for special proj�ct circumstances that includes, hut is not limited to: a. Coordination w.ith the Texas Departmeni of TranspartaYian h. Work near High Voltage Lines c. Confi�ed Space Entry Pragam d. Air Pollution Watch Day�s e. Use of Explosives, Drop Waight, Etc. f. Water Department Notification g. Pu61ic Notification Prior to Beginning Construction h. Coordination vvith United States Army Corps oiEngineers i. Coordination wiihin Railroad permits areas j. Dust Cont�ol k. Employee Parking B. Deviations from this City of Fart Warth Standard Specification l. None. 20 C. Related 5pecification Sections includa, but a.re not necessarily limited tr�: 21 1. Division 0— Bidding Requiretnents, Contract Forms and Conditions of the Contract 22 2. Division 1— Gener�l Requirements 23 3. Section 33 12 25 -- Connection to Existing Wa#er Mains 24 1.2 PRICE AND PAYMENT PROCEDiTR�S 25 2b 27 28 29 3Q 31 32 33 34 35 3b 37 38 39 40 41 42 A. Measurement and 1'ayment 1. Coordination within Railroad perrnit areas a. Measurement 1) Measurement for this Item will be by lump sum. b. Payment I) The wark performed and materials furnis�ed in accordance with ihis �tertz will be paid for at the lump sum price bid for Railrnad Coardinatiot�. c. The price bid shall include: 1) Mobilization 2) Inspeetion 3) Safety training 4) AdditionaS Insurance 5) Insurance Certif cates 6) Other requirements assoczat�d with general coordination �vith Railroad, including additional employees required to protect tlie right-of-way ancE �roperty of the Railroad from damage arising out of and/or fram the construction of the Praject, 2. Kailroad Flagrnen CITY OF FORT WORTH li�tersection Improvemeiits at 820 & Marine Creek Parkway Phase 1 STANAARD CpI�iSTRUCTION Sf'ECII'ICATION DOCUMENTS CP3�[ 101585 Revised Decem6er 2Q 2012 013513-2 SPECIAL, PRO]ECT PROCEDURES Page 2 aF 8 1 2 3 4 5 6 7 8 9 10 11 12 13 a. Measurement I) Measurement for tYiis Item will be per working day. b. Payment 1) The work perfarmed and materials furnished in accardance with this Item wilI be paid for each working day that Railroad Flagmen ac•e present at the Site. c. The price bid shall incIude: 1} Coordi.nation far schaduling flagmen 2} Flagmen 3) Other requirements asso�iated with Railroad 3. AIl other items a. Work associated wi#h these Items is con. sidered subsidiary to the various Items k�id. Nn separate payment wi116e allowed for this Item. 14 1.3 RE�'ERENCES 15 A. Reference Standards 16 17 18 19 20 21 22 1. Reference standards cited in tlais Specificafion refer io the current reference standard published at the time of the lat�st revisipn date Ingged ai the end of this Specification, unless a date is specificaily cited. 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public �afety, Ghapter 752. High VoItag� Qverhead Lines. 3. Narth Central 'I'�xas Cquncil of Governments (NCTCOG} — C1ean Construction Specification 23 1.4 ADNI�N�STRATIVE REQUIREMEN�S 24 25 26 27 2$ 29 30 3] A. Caordination with the Texas Department of Transportatioll 1. When work in tlie right-of-way which is under the jurisdiction of the '�'exas Depar�ment of Transportation {TxDOT): � a. Notify the Texas Depar�ment of Trai�sportation prior to cam�nencing any work thereiil in accordancE with the provisions of the permit b. All work performed in the T�70T rigllt-o�=way shall be performed in compliance with and su[�ject to approval frorn t�e T�xas De�ar�tnent of Transportation 32 B. Work near Higli Vol�age Lines 33 l . Regulatory Requirements 34 a. All Work near High Voltage Lines (more than 600 volts measured hetween 35 canductors or between a conductor and the ground) shalI be in accordance with 36 Health and Safety Code, Tifl� 9, Subtiile A, Chapter 752. 37 38 39 4Q 41 42 43 4�4 45 2. Warning sign a. Provide sign of sufficient size ineeting all OSHA requirements, 3. Equipment operatitlg within 10 feat of high valtage lines will require the following safety features a. Insulating cage-type of guard about the boom or axin b. Insulator links on tlae l�ft hook connections for back hoes or dippers c. Equipment must meel the safety requirements as s�t fortla by OSHA and the safety requirements of the owner of the high vo]tage lines 4. Work vvithin 6 feet of high vattage electric lines CITY OC rORT WORTH Intersection [mprovements at 820 & Marine Creek Parkway Phase 1 9TANDARD CONSTRUCTIQN SPECIP[CATION DOCUMGNTS CPN 101585 12evised December 20, 2612 O135i3-3 SPGCIAL PROJECT PROCEDURE5 Page 3 of $ I 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 I9 20 21 22 23 24 25 26 27 28 29 3Q 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 a. b. c. Notification shall be given to: 1) The power company {example: ONCOR) a) Maintain an aecurate log of all such caIls to power company and record action talcen in each case. Coordinailo�i with povsrer company 1) After notificatian coordinate with the power comp�ny to: a} Erect temporary mechanica] barriers, de-�nergize the Iines, or raise or lor�er the lines No personnel tnay work within 6 feet af a high voltage line 6efore the above require�nents have been met. C. Confined Space En�ry Program 1. Provide and follow approved Confined Space Entry Program in accordance with OSHA �•equire�nents. 2. Con�ned �pac.es include: a. ManhoIes b. ATi other confined spaces in accordance with 05HA's Permit Requited for Confined Spaces D. Air Palluti�n Watch Days I. 2. Genera] a. Observe the following guidelines relating ta workiz�g on City cons�r'uction sites on days designated as "AIR POI,LUTION WATCH DAYS". b. Typical Qznne Seaso�a 1) May 1 through October 31. c. Crftical Etx�ission Time ]} 6:00 a.m. to 10:�0 a.m. Watch Days a. �'he Texas Carnmission an Environmental Quality (TCEQ), in coordination with the NationaI Weather Service, will issue the Air Pollution Watch by 3:40 p.m. an the afternoon prior to the WATCH day. b. Requirements 1) Begin work after 10:�0 a.in. whenever constructian phasing requires the use of motorized equipa�ent for periads in excess of 1 hour. 2) However, the Contractor may begin work priar ta 10:04 a.m. if: a} i.Tse of motorized eguipment is less than 1 hour, or b) If equipment is new and certiF�d by ��A as "Law Emitting", or equipment burns Ultra Low Sulfur Diesel (CTLSD), diesel emulsions, or alternative fuels such as CNG. E. TCEQ Air Permit 3. Obtain TCE� Air Permit fQr canstt'uctian activities per requiremenfs of TCEQ. F. Use of Expinsives, Drop Weight, Etc. 1. When ContracY Documents permit on the project the fallflwing will apply: a. Public Notificatian l) Submit notice to City and proof of adequate insurance coverage, 24 hours prior to cammencing. 2) Minimum 24 hour public notiiication in accordance with Section O1 31 13 46 G. Water Department Coordination CITY O!' I'ORT WQRTH Intersection Tmprovements at 82fl & Marine Creek Parkway Phase ] STANDARD CONSTRUCTIDN SPECIFICATIdN DOCL7MENT5 CPN 101585 Revised �ecember2Q,2012 O13S I3-�4 SPECIAL PROJECT PROCEDURES Pagc 4 of S 1 1. During �e construction of th[s project, it will be necessary to deaetivate, for a 2 period of tirne, existing. lin�s. The Gontractor shall be required to coordinate with 3 the Water Dapartment ta determine the best times for deacti�ating and activafing 4 thase lines. 5 2. Coordinate any event that will reqttire connecting ta or tl7e operation of an existiag ( Cit,y water Iine systerr� with the City's representative. 7 a. Coordination shall be in accoj•dance witk� Se�tion 3� 12 25. 8 b. If needed, obtain a hydrant water meter from the VVater Department for use 9 during the life of named project. 10 c. in the e vent that a water valve an an existing live system be tw•ned off and an l l to accommodate the cansi�'uction of the praject is required, coordinate �his 12 activity thraugh the appropriate City rapresentative. 13 1) Do not aperate water line valves of existing wat�r sysYern. 14 a) Failure to comply will render the Contractar in violation of Texas Pena] l5 Code Title 7, Chapter 28.03 (Criininal Mischie� and the Contractor lb will be pi•osecuted to the full extent of the law. 17 b) in addition, the C�ntractor will assume a11 liabilities and 18 rasponsibilities as a resu[t of these actions. l9 ZO 21 22 23 24 25 z6 27 28 29 3Q 31 32 33 34 35 36 37 38 39 �a 4] 42 43 44 45 46 47 48 H. Public Not�ficatian Prior to Beginning Construction 1. Prior to beginning construction on any block in the project, on a block by bIock basis, prepare and deliver a notice or fl�ei• of the pending construction to the frant cioor of each residenee or business that wiil be impacted by constructian. The notice shall he prepared as %llows: a. Past notic� or flyer 7 days prior to beginning any construction activity on each black in the project area. ]) Prepare flyer on the Contractor's letterhead and include tlte following informatian: a) NameofProject b) City Project Na (CPN) c) Scape of Project (i.e. type of construction activity) d) Actual cansh•uction duration within the block e) Name of the contractor's foreman and phone number f� Name af the City's inspeetor and phone number g) City's after-hours phone number 2) A sample of the `pre-cons��uction notification' flyer is attached as E�ibit A. 3) Submit schedule showing the canstruction start and finish tiine for each black of the project to the inspecto�•. 4) Deliver flyer to the City Inspector for review prior to disfribution. b. No construction wiII be allowed to be�in on any bloek until the �y�r is delivered to al1 residents of the block. T. Public Noiification of Teinpora�y Water Service Interruption during Constructian 1. In the event it becomes necessary to temgorarily shut down water service to residents ar busin�sses during construction, prepare and deliver a notice or flyer of the pending interruption to the front door o�' each affected resident. 2. Pt•epared notice as follows: a. The notification or flyer shall be posted 24 hours prior to the temporary interruption. CITY OP T'QAT WbKTH Intersectinn [m�ro�cme�3ts at 820 & Marine Creek Parkway Phase I STANDltRD CONSTRUCTION SPECLFICA'r10N DQCUM�t�TS CPN ]0[585 Revi sed Recember 2D, 2D 12 013513-5 SPECIAL P1�07ECT PRdCL�DUA�S Page 5 of 8 1 2 3 4 5 6 7 8 9 IO ll 12 13 14 15 16 17 18 19 Zn 21 22 23 24 25 26 27 28 29 30 31 32 33 3� 35 36 37 38 39 46 41 42 43 44 b. Prepare flyer on the cozltractor's letterhead and include the following ii�fot�nation: 1) Nam� af the prn�ect Z) City Project Nunnber 3) Date af the interruptian af service 4) Period the interruption will take place 5) Name of the contractar's forett�an and phone number 6) Name of the City's inspector and phone number c. A sample ofthe temporary water service interruption notification is attaahed as Exl�il�it B. d. Deliver a copy of the temporary interruptiQn iiotificatian to the City inspectot for review prior to being distrihuted. e. No interruption of water service can occur until the flyer has heen delivered to all affected residents and businesses. f. Electronic versions of the sainple flyers can be obiained from the #'roject Construetian Inspector. J. Coordination v�+itli United Stat�s Arrny Carps of Engineers (USAGE) 1. At locations in the Project where consiruction activities occur in areas where USACE permits are required, meet all r�quiraments seY farth in each desig,llate�i p�rmit. K. Coa►•dination within RaiIraad Permit Areas 1. At loCataons in the project Where construction activities occur in areas where z•ailrqad permits are required, meet all req�irements set forth in each designa�ed railroad permit. This includes, but is not limited to, provisions for: a Flaginen b. Inspectors c. Safety training d. Additional insurance e. Insurance �ertiiicates f. Other ernployees required to protect the right-af-way anci prop�rty of ik�e Railroad Company Froin dainage arising out nf and/or from the constructian of the project. Froper utility clearanee procedures slaall be used in accordance with the permit guidelines. 2. Obtain any supplemental inf�rn►ation needed to cornply with the railraad's requiremenis. 3. RaiIroad Flagmen a. Submit receipts to City for verif cation of working days that railroad flagmen were prasent on Site. L. Dust Canirnl 1. Use acceptable rz�easures to control dust at the Site. a. If water is used to control dust, capture and proper{y dispose of waste water. b. If wet saw cutting is performed, capture and properly dispose of slurty, M. �rnployee Parking 1. Pro�ide parking far employees at locations approved hy the City. CITY OF FORT WORTH Intersection Imprnve�►ents at $20 & Marine Creek Par&way Phase l STAND�IRD CQNSTRUCTION 5PECIFICATION DpCiTMEI�IIS CPN 101585 Revis�d Uecember 20, 2012 Ol 35 13 -6 SFECIAL PROdECT FROCEDURES Page 6 of S 1 l..S SUBMITTAL� �NOT IISED] 2 1..6 ACTTON SIIBIVIITTALS/INFORMATIONAL SLTBMTI'TAL� [1VOT iTSED] 3 1.� CLOS�OUT SiTBMT�TALS [NOT USED] 4 1.8 MAiNTENANCE MATERIAL SU811�IITTALS [NOT [TSED] 5 1.9 QUALITY ASS�7RANCE [N4� USED] b 1.10 DELNERY, STORAGE, AND HANDLING [NOT IISED] 7 Lll FIELD [SITE] CONDTTIONS [NOT USED] S 1.1� WARRANTY �NOT USED] 9 �ART 3� - PRODUCTS [N�T USED] ] 4 PART 3- E7�.ECUTION [NOT iJSEDI 11 ��a END OF SECTION Revision Log DATE NAIvIE SiJMMARY OF CHANGE 1.4.8 — Added requirement of compliance with Health and Safety Code, Title 9. 8/3t/2012 I3. ,Toh»son Safety, Subtitle A. Public 5afety, Chapter 752. FIigh Voltage Overhead Lines 1,4,E — Added Contractor resp.onsibility for obtaining a TCBQ Air Permit l3 CiTY pF FpR1' WQRTH InCersention ImQrovements at 820 & Marine Creek Pazkway Pliasa ] STANDAR]] CONSTRUCTIOAI SPECI�ICATION DOCUMENTS CPN IOI585 Revised December 2�, 2D 12 O1 3513-7 SPECIAL PR03ECT PRpCEDURES Pxge 7 of 8 1 2 3 4 5 G 7 S 9 10 11 12 13 14 15 16 17 18 t9 20 21 22 23 2� 25 26 27 2$ 29 30 31 32 33 34 3S 36 37 Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: EXHIBXT A (To be printed on Cantrae�or's Lefterhead) � � _ I I — I� � � � I � � �� - � iblS tS i0 Ih��ORM 1(OLJ iHA'i UIV�� A CON� RRr4C� WI��I �b� CCiY O� FORT INO�iI-�, OUR COIVIPAoNY Vill�� WORK �N U�ILI�Y LIAl�S ON OR A�OUf�D YOIJ� PRDPERTY. COtdS`i�tUC�ION WILL ��GCN APP�OXIIV�Ai€LY SkV�I� �AYS FF�OM T�H� 9,47� OF T'kl5 MOYIC�. IF YOU HAV� QU��fONS A�OU� ACC�SS, SFCURIiY, SAF�TY OR ANY OYH�R 15S11�, �L�AS� CAL�: fUlr. �CONTRAC'�QR�S SUPERINT�NOENT� Ai �TELEPHONE NO.� OR IVip. <CITY INSPEC'iOR� AT C TELEPF-lONE NO.� AI�T'��t �:30 PI�lI O� ON IN��K�lV�S, f��AS� CRLL (�1�) 392 8306 PLEASE KEFP THlS FLYER HANDY WHEN YOU GALL CITX OF FORT'WOATH Intersection Improvements at 820 & Marine Creek Parkway Phase l STANDAil]] CONSTRUCT[ON 5PECIFICATION DOCUNfENTS CPN ID1585 Revised Decemher 20, 2012 013513-8 SPECIAL PR07ECT FIROCEDURES Page 8 of 8 ] 2 EXHIBIT B ��T'VVo�Tx � �.: �� . � �� a�°�� o� ��o�� w��°�� i!�'�E��O�'li f]LTE TO UTILITX IMYROVEMENI'S IN YOLTR NEIGHBOCiHODD, YOU[t WATER SERVYCE WILL BL TNTEY2YiUP'F�II ON $ETVI�EN THE HOiTRS OI�' Alrl�'f TT� YdU iiAVE QUE5TTON5 ABOUT '�HIS SHUT-Oi7'T, PY,�A,SE CAE.L: MR. AT - {CONTIiAC1'ORS SUPERII�TT�NDEN� {TC+�P�IQPIE PIUMHER) OR h4R. .A,T (C1TY TN'$YECTOR) (TEL�1'FL�NTE 1YLTMSEIt) THIS SNCONVENIENCEi WlY.I, SE AS S�ORT AS P08SIBLE. T1iA1�IC YOII, CONTRACTOR 3 � CITY OP PORT WORTH Intersection Hnprovements at 82� & Marine Creek Parkway Phase 1 STAi�TBARD C.dNSTI�UCT]ON SPECIFICATIQN DOCUMENTS CPN 1015&5 Revised December 20, 2012 4] 4523- 1 TESTING AND 1NSPECI'ION SERVICES Page l of 2 1 2 3 PART1- GENERAL 4 1.1 SUlI'i1VIARY SECTION Ol 45 23 TESTING AND 1NSPECTION SERVICES 5 A. Section Includes: 6 1. Testing. and inspection servi�es procedures and coordination 7 B. De�iations fz'onn this City of Fort Worth Standard Specifica#ion 8 I . None. 9 10 11 12 1.2 13 14 15 16 17 18 19 20 21 22 23 24 25 1.3 C. Related Specificatian Sections include, but are not necessarily limited tQ: 1. Division 0— Bidding Requirements, Contraet Fortns anci Condifiions of the Contract 2. Division 1— General Requirernen#s �'R�CE AND PAYMENT PROCEDIIRES A. Measur'eme�t and Payment 1. '1�41ork associated with this Item is cai�sidered subsidiary to the variaus Items bid. No separate payment will be allowed for this Iiert�. a. Contractor is responsibie for performing, coordinating, and payment af all Quality Control testing. b. City is responsihle for performin� and payment far first set of Quality Assurance testing. 1} If the iirst Quality Ass.uranca tast performed by the City faiIs, the Contractor is responsible for payrt�ent of subsequent Quality Assurance testing until a passing test occurs. a) Final accepfance will not be issued by City un#i1 all i°equirec� pay�nents iar tesfitag by Contractor have been paid in full. REFER�NCES [NOT USED] 26 1.4 ADMINISTRATIVE REQUXREMENT� 27 28 z9 30 31 32 33 34 35 36 37 38 A. Testing 1. Comp.lete testing in accordance with the Contract Documents. 2. Coordination a. When i�sting is required ko be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When tasting is required to be completed by the Contractor, notify City, sufficiently in advance, thattesting w.ill be perfarrned. 3. Distribution of Testing Reports a. Electronic Distributian 1} Confirm devefopment of Project directory �or �lecf�•onic submittals to be uploaded to the City's document management system, or anather external FTP site appi•oved by the City. CITY OF FORT WORTf-I Entersection Improvements at 820 & Marine Creek Parkway Phase I STANDARD CONSTRUC7'IONi SPSCIFICATION DOCUMENTS CPN 1015$5 Revised March 9, 2020 Ql �1523-2 TGSTING AND INSPECT[ON SERVICES Page 2 of 2 1. 2 3 4 5 G 7 8 9 �a 11 12 13 I4 2) Upload test reports to designated project directory anci natify appropriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy Far alI submittals submitted ta the Project Regresentative b. Hard Copy DisYributian (if required ii7 Iieu nf electronic distribution) 1) Tes1:s performed by City a) Distribute 1 hard copy to the Contractor 2} Tests performed by the Contractor a) Distribute 3 hard copies to City's Project Representative 4. Provide City's Project Representative with trip tickets for each delivered [oad of Concret� or Lime rz�atez-ial including the following in%rmation; a. Name of pit b. 17ate of delivery c.. Material delivered 15 B. Inspection 16 l, Inspeetion or lack af inspection does not relieva the Contractor fi•om obligation to 17 perfoim vw+ork in accordance with the Contract Documents. 18 1.� SUBMITTALS [1vOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL �iTBNIITTALS [NOT LTSED] 24 1.7 CLOSEOLTT SUBMYTTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USEDI 22 1.9 QLTALITY ASSURANCE [NOT USED] 23 1.I0 DELNERY, STORAGE, AND HANDLING [NOT US�D] 24 25 26 27 as a� X.�.l FIELD [SITE] CONDITIONS [NOT US�D] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] �rrn o� s�cT�oN Revisian Log DATE NAME SUMMARY OF CHANGE 3/9/2020 D,V, Magana Removed i�eFerence to Buzzsaw and noted that electronic submittals ba uploaded through the City's document management system. 30 CITY OF FORT WORTH Intersectio.n lmprovements aC 820 & ludarine Creek Parkway Phase 1 S'CAI�1DARp CONSTRUCTIDN SP�CII'ICATIQNDOCUMENTS CPN 10i585 Revised March 9, 2020 a� sooa- i TENtPORARY FACI[.ITIES AIVD CONTRpLS Page 1 of 4 1 2 3 PART1� GENERAL 4 1. f SUMMARY s�cTroN oi �o ao TEMPORAR�' FACILITIES AND CONTRO�S 5 A. Section includes: 6 1. Provide tetnporary iacilities arid cont��ols needed for the Wo�'k ittcluding, but not 7 necessa�ijy limited to: 8 a. Temporary utilities 9 b. Sanitaiy facilities lo c. Storage Shads and Buildings 11 d. Dust con�a•oi 12 e. Tempora�y fencing of the construction site 13 B. Deviations from this City af Fort Wo�th Standard Specification 14 I. None. 15 Ib r7 18 1.2 C. Related Specifcation Sections incIude, but are not necessarily limited to: 1. Division 0— BidcEing Requirements, Contract Fo�•ms a�1d Conditions of �1ie Contract 2. Di�ision 1— Gene�•al Requu�ements PRCCE .AND PAYMENT PROCEDURES 14 A. Measure�ent and Payment 20 1, Wark assaciated with this Item is cansidered subsidiary to the various Items bid. No 21 separate payment wiIl be allowed for this Item. 22 .1.3 REk'ER�NC`�S [NOT USED] 23 1,4 ADNIINISTRATIVE REQLTIRENTENTS 24 25 25 27 28 29 30 31 32 33 34 35 36 37 3$ 39 A. Temparary Utilities I. Qbtaining Temporary Seivice a, Make arrangements witli utility s. etvice companies for temparauy services. b. Abide by i�ules and regulatians of utility seivice companies or autharities having jurisdictian. c. Be respor►sible for utiLity service costs until Work is approved for Final Acceptance. 1) Included are fuel, power, light, heat and athe�• utility services necessary for execution, completion, testing and initial nperation of Work, Z, Water a. Cont�•actor to provide water requiced for and in cannection witl� Work ta be perfotvred and for specified tests aF piping, equipment, devices or other use as requ�ed for the counpletinn of the Wark. b. Provide and maintain adequate supply of potahle water for domesiic consumption by Contracto�• personnel and City's Pi•o�ect Representatives. c. Cooa•dination 1} Contact City 1 week before water for construction is desired CIT'Y OF FORT WOIt'IT-T lntarsection lntprovements at $26 & Marine Creek Parkway Phase l STANDARII CONSTRUGTION SPECIFICATION DOC[IMLNTSCPI� 101585 Revised July 1, 2Q11 ais000-a TEMPORARY PACILITIES ANB CONTiZOLS Page 2 nf 4 ] 2 3 4 5 6 7 S 9 1Q ll 12. 13 14 lS 16 17 18 19 20 21 22 23 24 25 26 27 28 29 34 3t 32 33 d. Cor�t►•actnr Payment for Construction Water 1} Obtain construction tvater meter fi•orn City faz- payment as billed by City's establislied rates. 3. Electricity and Lighting a. Pra�ide and pay for elect�•ic po.wered service as requu•ed for Work, inclucting Yestiag of Wark. 1) Provide power fflt• ligEiting, operation ofequipment, or other use. b, �lecttze powe�' setvice uicludes temp.ora�� power sei•vice of• generator to maintain ope�'atians during scheduled shutdown. 4. Telephane a. Pra�ide emergency teleplione ser�ice at Site for use by Contt�actor p�rsonnel and others performing work or furnishing services at Site. 5. Temparary Heat and Ventilation a. Pro�ide temporaiy heat as necessa�y for protection or completion of Worlc, b. Prot�ide temporaiy heat ar�d �entilation to assure safe worlciiig conditions. B. Sanita�y F'acilities 1, Prat+[de and nnaintain sanita�y iacilities %r persons on Site. a. Comply witll regulations oF State and local departn�ents of health. 2. Enforce use of sanitat�y facilities by conshuction person�ieE at jo.b site. a. Enclose and anchor sanita�y facilities. b, No discharge will be al[owed from tt�ese facilities. c. Collect and store sewage and waste so as not to cause nu.isance or health pro6lem. d. Haul sewage and waste off-site a# no less than weelcly intervals and properly dispose in accordance wit� applicabie eegulation. 3. Locate facilities near Wor[� Site and ]ceep clean and znaintained throughout Pi•oject. 4. Remo�e facilities at completio� of Project C. Storage Sheds and Buildings 1, Pra�ide adequately ventilated, watertight, weatheiproof starage facilities witll floar above gtnund level for materials and equipmeni susceptible to weather damage. 2, Storage ofma�erials not susceptible to weather damage may be on blocks off ground. 3, Stare n�ate�•ials in a neat and orderly manner. a, Place inaterials and equipment to pe�'mit easy access for ident�ficatiaii, inspection and inventaiy, 34 �}. Equip 6uilding with lockable doot•s and lighting, a�nd provEde ele�trica) ser�ice far 35 equipment space heate�•s and heating or ventilat[on as necessaty to pravide stora�e 36 environments acceptable to specifed manufacturers. 37 5, Fill and grade site far temporary structures to p�•o�ide dt•ainage away from tempoi•ary and 38 existing buildings. 39 b. Remov� building from site prior to Final Accep�ance. 44 41 42 43 D, 'I'emporary �`�ncu�g 1. Pr�vide and maintain for the durafion a� construction when t•equ[red «cont�•acE documents E. Dust Control CITY OP FO1ZT WORTH Interseetion Im�rovements at 820 & Marine Creek Parkway Pl�ase ] STAl+lDAI�D CONSTRiTCTION SPECIFICAT[pN DOCUMENTSCPN LO1585 Revised July l, 2� l l oi s000-� T�IVIPORARY T'ACILIT[ES AND CONTROLS Page 3 af 4 1 l. Cont�•actor is resp�nsible for maintaining dust eontrol tht•ough il�e duration of tl�e projeet. 2 a. Conti�actor remains on-call at alI ti�nes 3 6, 1blust respand in a tunely mannei• 4 F, Tempora�y P3•otection of Construction 5 1. Cant�actor oi• subcontractQ�•s are responsible fo.r prateeCing Work fi'om darn.age due to 6 weather. 7 LS SUBMITTALS [NOT USED] 8 1.6 ACTION SUBMITTALS/IlVPORMATIUNAL SiTBMITTALS [NOT USED] 9 1.'� CLOSEOiTT SUBMITTALS [NOT USED] 10 1.$ 1VIAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11 1.9 QiTALITY ASSURANCE [NOT iiSED] 12 1.10 D�LIVERY, STORAGE, AND IIANDLING [NOT USED] 13 L11 FI�LD jSITE] CONDITIONS [NOT USEDj 14 1.12 WARRANTY [NOT ilSED] l 5 PART 2- PRODUCTS [NOT USED] 16 �ART 3 - EXECUTION �NOT USED] 17 3.1 ZNSTALLERS [NDT USED] 18 3.� EXANIINATION [NOT U�ED] 19 3.3 PREPARATION [NOT USED] 20 3.4 INSTALLAT'ION 21 22 23 24 25 z� 27 28 29 3U A. Temporary Facilities 1. Maintain all tempoi�aty facilities for duratiaii of constructian activ'ities as needed. 3.5 [REPAIR] 1 �R�STORATION] 3.G RE-INSTALLATION 3.'� FIELD [a�] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM START�TP [NOT USED] 3.9 ADJUSTING [NOT USED] �.�o cLE.�vG ��raT usEn� 3.l 1 CLOS�DUT ACTIVITIES A. 'i`emporary Facilities CI1`1' OF FORT WdRTH Intersection Ii�iprovenients at 824 & Mazine Creek Farkway Phase l STAIdDARD CONSTItUCTION SP6CIFICATION DOCUMLIVTSCPN ]01585 Revised 3uJy 1, 201 I O l SD {3D - 4 TEMPORARY F'ACILITIES AND CONTROLS Page 4 of 4 1 1. Remove all tempor�y facilities and restore area af�er completion ofthe Worlc, to a 2 eondiiion equal to or better than prior to �tart of Work. 3 3.12 PROTECTI�N [NOT USED] 4 3.13 MAINTENANCE [NOT USED] 5 3.14 ATTACHMENTS [N�T U,S�D� 6 END O� S�CTION r� Re�ision Log DA'l'E NAME SUIVIiVIARY OF CHANGE CITY OF FQRT WQRTH Intetsection Improvements at 820 & Marine Creek Parktuay Pl�ase l STANDARD CONSTRUCTTON SPECIFICATION DOCUMENTSCPN 1O1585 Ravised 7uty l, 201 l 01552b-1 STREGT USE P�RM1T ANI] MOI�IFICATIpNS TO TRAFFIC CONTROL Page I of 3 1 z s�cT�orr o� ss z� STREET USE PERMIT AND MODI�'ICATIONS TO TRAFFIC CONTROL 3 PART 1 - GENERAi, 4 1.1 SUMMA.RY 5 A. Sectian Includes: 6 1. Administrati�e procedures for: 7 a. Street Use Perinit 8 b. Modif cation of approved traffic control 9 c. Rezr►oval af St�'eet �igns 10 B. Deviations from this City of Foi�t Worth Stanr�ard Specification I I 1. l�one. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division R— Bidding Requirements, Contract Fortns and ConditiQns of the Con�ract 14 2. Di�ision 1— Gerieral Requirements 15 3, Section 34 71 13 — Trafiic Control 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. V�ork associated with this Item is considered subsidiary to the vario�s Items bid. 19 No separate payment will be allowed for this Itein. 2� 1.3 REFERENCES 2I A. Referenee Standards 22 1. Reference standards cited in this specification refer ta �he current referene� sfandard 23 published at the time af tha lates� revisian date logged at the end of this 24 specification, unless a date is speciiically cited. 25 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 28 29 30 31 32 33 34 35 36 A. Traffic ContrQl 1. General a. Conteactor shall minimize lane closures a��d impact to velaicular/pedestrian traf%c. b. When traffc eantroj pIans are included in the Drawings, provide Traffic Contfol in accordaince �vithDrawings and Section 34 71 Z3, c. When traff c control pians are not included in the Drawings, prepare traffic cantral plans� in accordance witl� 5ection 34 7I 13 and submit to City for review. 1) AIIow minimum 10 working days for review of proposed Trafiic Control. CITY OF �'ORT WORTH Intersection Improvements at 82D & Marine Creak Parkway Phase ] STANDARD CbNSTRUCTION SPBCIFICAT101+i DOCUMENT3 CPN 1Q1S85 Revised March 22, 2d2 ] 015536-2 STREET U3E PEI2MIT AND MODIPICATIONS TO'I'RAFFIC CONTRpL Page 2 of 3 1 2 3 4 5 6 2) A traffie contral "Typical" publislled hy City of Fort Wor�h, the Texas Manual unified Traffic Control De�ices (TMU`I'CD) or Texas Depas�tment of Transportation (TxDOT) can be used as an alternative to preparing a project/site specific traffic control plan if the typical is applieable to ihe specific projectlsite. B. Street Use Permit 7 1. Priar to installation of Traffic Control, a City Street L]se Fermit is required. 8 a. Ta obtain Street Use Permit, subtti3t Traffic Control P[ans ta City 9 Transportation and Public Works Depart�r�ent. 10 1) Allow a minimum of 5 working days far perir�it revi�w. l l 2) Contractar's responsibility to coordinate re�iew of Traff c Control pIans fox ] 2 St��eet Use Permit, such that construction is not delayed. 13 C. Modi�catinn to Approved Traffic Control 14 1. Priar to instaAatinn traffic control: 15 a. Submit re�ised traffic confrol plazas to City Departrnent Transportation and 16 Public Warks Depar�tzacnt, 17 1) Revise Traffic Control plans in accordance with Section 34 71 13. 18 2) A11ow minirrium 5 working days for review af revised Traf�c Control. 19 3) It is the Contractor's responsibility to coordinate re�iew of Traffic Control 20 plans for Street Use Ferm[t, such that consi�•uctian is no# delayed. 21 D. Removal of Street Sign 22 1. If it is determined that a straet sign must be gemoved for construction, then contact 23 City Trans�artatian and I'ublic Works Department, Signs and Markings Division to 24 remove the sign. 25 E. Temporary �ignage 26 1. In the case of regulatory signs, replace permanent sign with tempozary sign meeting 27 requirements of the latest edition of the Texas Manual on Unifot•m Traffic Control 28 Devices (MUTCD). 29 30 31 32 33 34 2. Install teinporary sign 6efore the eemoval of permanent sign. 3. GVhen construction is complet�, fo th� extent that the permanent sign can be reinstalled, contact the City Transpartation and Publ'ac Works Department, Signs aiid Markings Division, to reinstall the perrrianent sign. F. Traffic Control Stan�ards I. Traffic Cont��ol 5tandards ca�Z be found on the City's website. 35 1,5 SUSMITTALS 3b A. Suiamit al] required documentation to City's Frojeet Reprasentative. CITY OF FpRl' WQRTH jntersec#ion finpro�ements ai 820 & Marine Creal� Parkway Phase l STANDARD CONSTRUCTION SPECIFICATION DDCUMENTS CP1+F 1.O1585 Revised March 22, 2D21 015526-3 STREET USE PEFiNi1T ANI) MODIFICATIONS TqTRAC'PIC CON7'ROL Page 3 of 3 1 1.6 ACT�ON SUBMITTALSCXNFORMATIONAL SUBMITTALS [NOT USED] 2 1.i CLOSEOUT SXIBMITTALS [NOT USED] 3 1.8 MAYNTENANCE MAT�RIAL SUBMITTALS [NOT iISED] � 1.9 QUALITY ASSUItANCE [NOT uSED] 5 1.i0 DELIVERY, STORAG�, AND HANDLING [NOT USED] 6 1.1I FXELD [SIT�] CONDITIONS [NOT USED] 7 1.1� WARRANTY [N�T U�SED] 8 PART � - PRODUCTS [NOT U�ED] 9 PART 3- EXECUT�ON [NUT USED] 10 ii I�►�I 1I1�� Z�JI��i�rl Revision Log DATE NANiE 51.TMMARY OF CHANGE 1.4.A. Added [anguage to empha�ize minimizing of lane clnsares and impact to h•affic. 1.4.A.l.c Added language ta aliow for use of published traffic coni�•ol "Typicais" if 3/22l21021 M. Dwen applicahle to specific project/site. 1.4.r. 1) Removed �•eference to Buzzsaw 1.5 Added language re: submittal af permit 12 CITY O�' FORT WORTH intersection Improvements aC 82D & Marine Creek Parkrvay Phase 1 STANDAI2.D CONSTRUCTION SPGCTFICATIO�f DDCLTMENTS CPIY LO15�5 Revised March 22, 2021 41SY13-I STpEtivl WATER PQi,LUTION PREVENTEON Page f oF3 1 2 S�CTION O1 57 13 STORM WAT�R I'OLLUTION PREVENTION 3 PART1- GENERAL 4 1.1 SUMMARY 5 6 '1 S 9 ]0 11 12 13 A. Section Includes: I. Procedures for Storm Water Pollution Prevention Plans B. Deviations from this City af Fart Worth Standard �pecification. I. None. C. Relat�d Sp�cification Seetions include, but are not necessarily limited to: l. Divisian 0— Bidding Require�nents, Contract Forms and Conditions of fhe ContE•act 2. Division 1— General Requirements 3. Sectio�� 31 25 DO — Erosion and Sediment Contral 14 1.2� PRIeE AND PAYMGNT PROCEDUR�S 15 16 1� ]8 19 2D A. Measurement and Payment 1. Construction Activities resulting in less than I acre of disturbance a. Work associated with this Item is �onsidered subsidiary ta the various Ifems bid. Na separate payment will be allowed for this Item. 2. Construction Activities resulting in greater than 1 acre of disturbance a. Measureinent and Payinent shall be in accordance vvith S�ction 31 25 00, 21 1.3 REF�RENCES 22 A. Abbrevia�ions and Acronyrr�s 23 1. Nntic� of Intent: NOI 24 2. Notice of Termination: NOT 25 3. Storm Water 1'ollutiotl Pr�vention I'lan: SWPPP 26 4. Texas Commission on Environmental Quality: TCEQ 27 S. Notice af Change: NOC 28 A. Reference Standards 29 1. Reference standards cited in this Specification refer to the cur�•cnt referenee 30 standard pu6lished at the time of the latest revision date logged at the ettd of this 31 Specification, unless a date is specifically cited. 32 2. Integratec� Storm Management (iSWM) Technica! Manual far Construction 33 Contrpls 34 1.4 ADMINISTRATNE R�QUTREMENTS 35 A. General 36 1. Contractor is responsible for resolution and payment pf any �'in�s issued associated 37 with compliance to Stormrwater Pollution Prevention Plan. CI'fY OF FOI2T WORTI-[ lntarsection [mprovements at 820 & Marina Cree[c Yarkway P[iase [ STANDAI2D CO�iST12UCT10N SPECIFICATION L?OCUMLNTS CPN lOCS85 Ra�ised7uly ],2D11 O1 S713-2 STORM WATCK POGLUTl07d PREVENTION Page 2 of 3 1 B. C0173t1'UCilOri ACt1Vlt1�5 Y�Sli�tlti� ltl: 2 1. Less than 1 acre of disturbance 3 a. Pror�ide erosian and sediment control in accordance with Sect�on 31 25 00 a.nd 4 Drawings. 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 3l 32 33 34 35 36 37 38 39 2. 1 to less than S acres of disturbance a. Texas Pollutant Discharge Elimination Sysiem (TPDES) General Constructian Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Sinall Construction Site Notice Required utad�r general permit TXR150D00 a) Sign and post at job site b) Prior to Preconsiruction Meeting, send 1 copy to City Department of Transportation and Puhlic Works, �nvironrnental Division, (81?) 392- 6058. 2) Provide erosion and sediment control in accordance with: a) 5ection 31 25 �0 b) The Drawirigs c) TXR150000 General Permit d) SVi�PP e) TCEQ requirements 3. 5 acres nr �ore of Disturbance a. `I'exas f'ollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TGEQ req�irements lj Prepare a TCEQ NOI form and submlt to TCEQ along with required fee a) Sign and post at job site b) Send copy ta City Department of Transpoirtatian and Public Works, En�ironmental Division, {817} 392-6(388_ 2) TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sedimeni cnntral in accordanae with: a) Section 31 25 DO b) The Drawings c) TXR150000 General Permit d) S WPPP e) TCEQ requirements 4) Once the project has been completed and aIl the closeout requirements of TCEQ have been ivet a TCEQ Notice of Termix�ation can be submitted. a} Send copy to City Department of Transport�.tion and Puhlic Works, En�vironmental Division, (817) 392-6088. 40 1.5 SUBMITTAL� 41 42 �3 �� F5 46 47 A. S WPPP 1. Suhmit in accordance with Section Ol 33 00, except as stated h�rein. a. Prior to the �reconstruetion Meeting, submit a draft copy af SWl'PP to the City as follaws: 1) 1 copy to the City Project Manager a) City Project Manager will forward ta the City Department af Transpartation and Public Works, Environm.ental Di�iscon for review CITY OP FORT WORTH Intersection Improvements at 820 & Marine Creek Parkway Phasc 1 STANAARD CONSTRLICTION SP�CIFICATION DOCU1t4ENT5 CYN 101585 Revised duly 1, 2011 ai s7 �3 - � STORM WAT�R PbLLi1TI03V PREVENTEpAi Page 3 of 3 i S. Modified SWPPP 2 I. If the SWPPP is revised during construction, resubrnit modified SWPPP to fihe City 3 in accorc�ance with Section Ol 33 00. 4 1..6 ACTION SUBMITTAL�/INT�RMATIONAL SUBMITTALS [NOT USED] S l.i CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTEN,ANCE MATERIAL SUBMITTALS [NOT US�D] 7 1.9 QUALITY ASSiTRANCE [NOT USED] s 114 D�LNERY, STORAGE, AND HANDLING [NOT USED] 9 1.11 FIELD [SIT�] CONDITIONS [N�T USED] 10 1.12 WARRANTY [NOT USED] l I PART �. - PRODUCTS [NOT USED] 12 PART 3� EX�CUTION [NOT USED] 13 14 �ND UF �L,CTION Revisian Log DATE NAME SUIVIMAR� OF CHANGE 15 C[TY OP PORT WORTH Intersection Improvemeuts at 820 & Marine Creek Parkway Phase l STrANDARC) CONSTTtl1CTiON SP�CIPICRTIpN DOCUMENTS CPN 10I585 Ravised July 1, 2011 O1 58 l3 - 1 TEMPRRARY PROJECT SIGNAGE Page l of 3 1 2 3 PART1- GENERAL 9 1.1 SUNIlVIARY SECTXON Ql SS 13 TEMPORARY PROJECT SIGNAGE S A. Section Includes: 6 1. Temporary Project Signage Requireinents 7 B. Deviatians from this City of Fort Workk� Siandard Speeificatian S 1. None. 4 C. Related Speei�cation S�ctions include, but are not necessarily Iimited to: 14 i. Division �— Bidding Requirements, Cantract Forms and Conditians of the Contract 11 2. Divisian 1— Genera] Requireinents 12 1.� PRXC� AND PAYMENT PROCEDURES 13 A. Measu�•ement and Payment 1� 1. Woz'k associated with this Item is cflnsidered subsidiary to the various Items bid. 15 Na separate payment will be allowed for this Item. I{ �.3 REFERENCES [NOT USED] 17 1.4 ADMYN�STRATXVE REQ�TIREMENTS [NOT USED] 18 1.5 SUBIVIITTALS [NOT USED] 19 l.b ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2a i�' 1.'% CLOSE4UT SIIBMITTALS [NOT USED] 1.S MAINTENANC� MATERIAL STTBMITTALS [NOT US�D] 22 L9 QUALITY ASSi1RANCE [NOT iTSED] 23 1.10 DELNERY, STORAGE, AND H�NDLING [NOT USED] 24 1.�1 FIELD [STTE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 2b 27 28 29 30 31 PART�- PRODUCTS �.1 OWNER-FURNISHED [o�] OWNER-SUPPLIEDPRODUCTS [NOT [TSED] 2.2 EQUIPMENT, PR�DUCT TYPLS, AND MAT�RIALS A. Desi�n Criteria 1. Provide free standing Praject Designation Sign in accordance with City's Standard Details for project signs. CiTY O� F'ORT W�RTH [ntersection Impror+emenis at 62Q & Marine Creetc Yarkway Phase 1 STANDARD CONSTRUCTION SPECIFICAT[ON �OCUMEi�ITS CPN ID1585 Revised duly l, 20l ] O1 58 13-2 TEM130�ZAli'i' YROJ�CT SIGNAGE Page 2 of 3 1 B. M.ate�•ials 2 1. Sign 3 a. Constructed of 3/a-inch iir plywood, grade A-C {exterior) or better 4 2.3 ACCESSORTE�` [NOT USED� 5 2.4 SQURC� QUALXTY CONTROL [NOT IIS�D] 6 PART 3 - �XECUTION 7 8 9 10 ll 12 13 14 15 lb 17 18 19 20 21 22 23 24 25 2G 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PR�PARATIDN [NOT USED] 3.A INSTALLATION A. General 1. Provide vertical installa.tion at extents of projec�. 2. Relacate sign as needed, upon request oithe City, B. Mounting aptions a. Skids b. Posts c. Barricacie 3.5 REPAIR / RCSTORATION [NOT USED] 3,6 RE-INS'�ALLATION [NOT USED] 3.'1 �+'IELD [oa� STTE QUALITY CONTROL [NOT US�D] 3.8 SYSTEM STARTU�' [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOS�OUT ACTIVITIES [NOT i7SED] 3.12 PROTECTTON [NOT USED] 3.13 MAIIVTENANCE 27 A. Gen�ral 28 l. Maintenance will include painting and repairs as needed or directed by the City. 29 314 ATTACHMENTS [NOT USED] 30 END OF SECTZON CITY OF FQRT WQRTH Intersec�ian Impravements at 82Q & Marine Creek Parkway Phase 1 STANDARD CdNSTRUCTIDN 5PECIFICATIdN DOCLIMEN`I'S CPN 101585 Ltevised Jnly 1, 20 ] l p15$13-3 TCN[PO[tAIZY PR07ECT SIGNAGE Page 3 nf 3 Revision Log DATE NAME SUM.MARY OF CIIANGE CITY OF FDRT WORTII Intersection Improvemenis at 620 & 3wlarine Creek Parkway Phase 1 STANl7AR1� CONSTRUCTIQN SPECIFICATION T]OCUMENTS CPN 1�1555 l2evised July 1, 2011 O1600�-1 PR�DUCT REQUIREMEIdT5 Page 1 of 2 1 2 3 PART1- GENERAL � 1.1 SUMMARY 5 6 7 8 9 ia lI 12 s�cTiarr ol �o ao PRODUCT REQUIREMENT� A. Section includes: I. References far Product Requirements and City Standacrd Products List B, Deviations from this City of Fart Worth Stantlard Speci�cation I. None. C. Ralated Speci�cation Sections include, but are not necessarily limited to: 1. Division Q— Bidding Requiretnents, Conteact Farms and Conditions of the Contract 2. Divisian T— Gerlaral Requiramenis L2 PRICE AND PAYlVI�NT PRaCEDURES [NOT USED] 13 1.3 IiEFERENCES [NOT USED] 14 1.4 ADMiNISTRATIVE REQiTIR�N,IENTS 15 l6 17 18 19 20 2I 22 23 24 25 26 27 28 29 30 31 �.� A. A}ist of City approved products for use is availahle through the City's website at: https:liapp�.fortworthte��. o� v/ProjectRe��urces,' and following the directary path: 1. 02-Construction DocumentslStandard Products List B. Qnly praducts specifically included an City's Standard Product List in these Contract Documents sha11 be allowed far use on tixe �'roject. 1. Any subsequently approved products wil] oniy he allowed for use upon specific appraval by the City. C. Any specific produc� requirements in the Contract Documents supersede si�nilar products included on ihe City's Standa�•d Praduct List. 1. The G[ty reserves the right to not allow products to be used for certain projects even though the }�roduct is listed on the City's Standard Froduct List. D. Although a specific praduct is includ�� on City's Standard Product List, not aIl products from that manufacturer are apprnved for use, including but not limited to, that manufacturer's standard produet. E. See Saction O I 33 00 for submittal requireinents of ProduCt Data included on City's Standard Prodlict List. SUBMITTALS [NOT IIS�Dj 32 1.G ACT�ON SUBNIITTALS/1NFORMATIONAL SUBMITTALS [NOT U��D] 33 1.7 CLOSEOUT SiIBMITTALS [NOT IISED] 34 1.S MAINTENANCE 1VIATERIAL SUBMITTALS [NOT US�D] 35 1.9 QUALITY ASSURANCE jNOT USED] CITY OF FOR C VJORTH [ncersection ImpravemenYs at 824 & Marine Creek Parkway Phase I 5TANDARI] CONSTRUGTION SPECIFICATIflN 170CUMENTS CPN 101585 Ravised March 9, 202f} oi �uoo-2 PRODUCT REQUIREMENTS Page 2 af 2 1 i.lU DELIVERY, STORAGE, AND HANDL�NG [NOT USED] 2 1.11 FIELD [SITE� CONDITIONS [NOT USED] 3 1.1� WARRANTY [NOT USED] 4 PART 2- PRODIICT� [NOT iTSED] 5 PART 3- EX�CUTION [NOT US�Dj b END OF SECTION 7 Revision L�og DATE NAME SUMMARY OF CHANG� 10/12/12 ➢. 7olmson Modifed Location of City's Standard Produet List 3/91'202Q D.V. Magana ��noved reference to Buzzsaw and noted that the City approved products list is accessible through the City wehsite. CIT`Y bF P'ORT WORTE-1 Intersection itnprovements at 824 & Marine Creak Parkway Phase 1 ST.ANDA[tA CQNSTRUCTEON SPECIFICATION DpCLIME�ITS CPN 101585 Revised March 9, 2020 O1b640-1 PRODUCT 5'['ORAGE AN� fIANDLINCr REQUIREMEI�ITS Page 1 oC4 � SECTION 0166 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART1- GENERAL 4 1.1 SiTMMARY 5 6 7 8 9 i0 ll 12 13 14 15 16 1.2 A. Section lncludes: 1. 5cheduling of product delivery 2. Packaging of products for delivery 3. Protection of products against damage fi•am: a. Handling b. Expasure to eletnents or harsh environments B. De�iations from this City of Fort Warth Statidard Specificatian 1. None. C. Related Specification Sections include, but are nat necessarily liinited to: 1. Di�ision 0— Bidding Requirements, Cantract �'orins and Canditions of the Contract 2. Division 1— Generat Requirements PRYCE AND �'AYMENT PROCEDURES t7 A. Measure�nent and Payment I8 1. Work associated with this Itezn is considered subsidiaiy to the various Itefns bid. I9 No separate payment will be allowed for th[s Item. 20 1.3 REF�RENCES [NOT USED] 21 1.4 ADMINISTRATNE REQUIREMENTS [NOT USED] 22 ].5 �UBNiITTALS [NOT US�D] 23 1.G ACT�ON SUBM�'TALS/INFORIVIATIONAL SUBMITTALS [NOT US�D] 24 1.7 CLOSEOIIT SUBN[�[TTALS �NOT US�D] 25 1.8 MAINT�NANC� MATERTAL SUBMITTALS [NOT US�D] 26 1.9 QUALITY ASS. URANCE [NOT USED] 27 1.i0 DELN�RY AND IIANDLING 28 29 30 31 32 33 A. Delivery Reyuirementa 1. Schedule delivejy of products or equipment as required to allow timely installation and to avoid prolonged storage. 2. Prnvide appropriate personnel and equipment to receive deliveries. 3. Delivery trucks wil] not be permitted to wait extended periods of time on the Site for personnel ar equipment to z'eeeive th� delivery. CITI' OF FORT WOEtTH Inferseciian ]mpro:vements aC 82Q & Marine Creek Parkway Phase l STANDAItI] CONSTRUCTIDN SPECIFICATIQN DOCUM�NTS CPN 101585 Revised 7uly 1, 2011 O16600-2 PRQDUCT STpRAGE AND HANfDLING REQLTIREMGI�TS Page 2 of 4 1 �. Deliver products or equipinent in manufacturer's original unbroken cartons or ather 2 containers desi�ned ai�d canstrueted to protect the contents from physical or 3 environmental damage. 4 S. Clearly and fully mark and identify as to tnanufaeturer, item and installation 5 lacation. 6 6. Provide �nanufacturer's insfructions for storage and i�andling. 7 8 9 10 I1 12 13 14 15 16 17' 18 19 20 2I 22 23 2� 25 26 27 28 29 30 31 32 33 34 35 36 37 38 B. Handling Requirements 1. Handle products nr equipment in accordance with these Contract Documents and manufacturer's recnmmendations and instructions. C. Storage Requirements l. Store materials in aecordance �vith manufacturer's recornmendations and requirements of these 5pecifications. 2. Make necessary provisions for safe storage of matarials and equipment. a. Place loose soil materials and materials to be incorporated into Work to pre�ent damage to any part of Work or eXisting facilities and to maintain free access at a11 times to aIl parts af Work and to utility sezvice company installations in vicinity of Work. 3. �. 5. 6. 7. 8. 9. 10 Keep materials and eqLiipment neafly a.nd compactiy stared iii locations that wili cause minimum inconveniance to other contractors, puhlic travel, adjoining owners, tena.nts and occupants. a. Arrange storage to provide easy access for inspection. Restrict starage to areas a�vaiIable on c.onstruction site for storage of material and eguipment as shown an Drawings, or approved by City's Project Representative. Provide off site sYorage and pratection when on-site storage is not adequate. a. Provide addresses of and access to off-site storage lo.cations for inspeetion by Ciiy's Project Representative. Do not use lawns, grass plots or other private property for storage �urposes without writte� permission of owner or other person in possession or cantrol of premises. Store in manufacturers' unopened contalners. Neatly, safely and compactly stack materials delivered and stored a�ong line of Work to avoicl inconvenience and damage to properly awners and general public and maintain at least 3 feet from fire hydrant. �eep public and private driveways and street crassings open. Repair or rep.lace damaged lawns, sidewaiks, streets ar pther improvaments to satisfaction of City's Froject Repr�sentative. a, Total length w�ich materi�ls may be distributed along route af construction at ane time is 1,000 linear feat, unless atherwise approved in writing by City's Project Represe��tative. C[TY QF FpRT WORTli Intersection Improvements at 820 & Marine Craek Parkway Phase 1 STF.NDARD CONS�'Ri7CTIQN SP�CIFICATION DOCUMENTS CPN tQ1585 Revised July l, 2D11 ai 6s oa - 3 PRODUCT STORAGE AND HA3VULlIVG RBQUIREM�NT3 Page 3 of a 1 1.11 FIELD [SITE] CONDITIONS [NOT iTSED] 2 1.12 WARRANTY [NOT USED] 3 PART 2- PRODUCTS [NOT IISED] 4 PART 3 - EXEG`UTION 5 3,1 IN�TALLERS [NOT USED] 6 3.2 EXAMINATION �NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 �RECTION [NOT USED] 9 3.5 R�PAIR 1 RESTORATION [NOT LTSED] 10 3.6 R�-IN,STALLATION [NOT USED] 11 3.� �+IELD [ax] STTE QUALITY CONTROL 12 A. Tests and Inspectians 13 I, Inspect all pa•o.ducts or equipment delivered to the site prior to unloading. 14 B. Non-Conforrning Wark 15 I. Reject aI1 products or equipment that are damaged, used or in any othee way 16 unsatisfactory for use on tha proj ect. I7 3.8 SYSTEM STARTUP [NOT USED] I8 3.9 ADJ[7STING [NOT LTSED] I4 3,1Q CLEA�IING [NOT LTSEDJ 20 311 CLOS�OUT ACTNITI�$ [NQT USED] � 22 23 24 25 2b 27 28 2R 34 3.12 PROTECTION A. Protect all products or equipment in accordance with m.anufacturer's written directions. B. Store products or equipment in location to avoid physieal darnage to items while in storage. C. Protecfi equip�nent from exposure to elements and Iceep thoroughly dry if required by the manufacturer. 3.13 MAINT�NANC� [NOT USED] 3.14 ATTACHM�NTS [NUT U�Ell] END OF SECTZON CITY OF I'QRT WORTH InYersection Imprnvements at 820 & MariRe Creek E'ar[cway Phase I STA�Dr1R1] CONSTRUCTION SPECIFTGATION DOCUMENTS CPN IO1S8S Revised July 1, 201 l Ol6GOt]-4 PRODiICT 57'ORAGE A3�IT] HANDLING REQUIREbIFNTS Page 4 of 4 Aevisian Log DATE NAME SUIVIMARY OF CHANGE CITY OF FORT WORTH Interseetion Improvemenis at 820 &[tiarine Creek Parkway Phase I STANDARD CONSTItUCTIOTi SPECiPICATION DQCUMENTS CAN ] O15$5 Revised ]uly I, 2U11 D 1 70 00 - i MpB[L1ZA'f10N ANI] AGMOBILIZATION Page I of 4 i sECT�roN a� �a o0 2 M4BTI,IZATION AND REMOBILIZATION 3 PART 1- GENERAi, � 1.1 SUMMARY 5 A. 5ection Includes: 6 1. Mobilization and Demal�ilization 7 a. Mobiliza�ion 8 1) `I'ransportation of Contractor's personnel, eGuipment, and operating supplies 9 to the �ite 10 2) Establishrr�ailt o£ nec�ssary general facilities for the Contractor's operation I1 at the Site I2 3) Premiums paid for performance and payment bonds I3 4) Transpor�ation of Contractar's personnel, equipment, and operating supplias 14 to another Iocation within the designated Site IS 5) Relocation oFnecessary .general facilities for the C�ntractor's operation I6 froan 1 locatian to another loca�ion on the 5ite. I7 b. Demabilization I8 1) Transportation of Contractos''s personnel., equipment, and operating supplies 19 away ftoin the Site including disassetnbly 20 2) Site Clean-up 21 3) Removal of all buildings andlflr other facilities assembled at tlie 5ite for th[s 22 Contract 23 c. MobilizaYion at�d Demobilizatinn da not iiiclude activities for specific items of 2�4 work that are for which pa�ment is provided elsewhere in the contract. 25 26 27 28 29 30 3] 32 33 34 35 36 37 38 39 40 41 42 43 44 45 2. RemobiIization a. Remobilization for Suspension of Work specifcally required in the Cantract Documents or as required by City includes: 1 } Demobilization a) Tt'anspartation of Contractor's personnel, equipment, ar�d operating supplies from the Sife inclt�ding disasserribly o�• temgorarily seeuring eyuipm�nt, supplies, and other facilities as designated by the Conk•act Docu�nents necessary to su.sp�nd the Work, b} Site Clean-up as designated in the Contract Dacum�nts 2} Remobi[ization a} Transportation of Contractor's personnel, equipment, and operating supplies to the Site necessary to resume the Work. b} Establishment of necessaiy general facilities for the Contractor's operatian at the Site necessary to resume the Work. 3) No Payments will be made for: a) Mabilization and Demobilfzation from one location to anoth�r on the Site in the normal pragress of performing the Work. b) Stand-by nr idle tiine c} [.ost profits 3. Mobilizations and Demobilization for Misc�llaneous Projects a. MobiIization and Demobilization C1T'Y OF �ORT WORTI�I Intersection Improvcmcnts at 820 & Marine Ccee[c Parkrvay Plrase l STANDARD CqIVSTRUCT[QN SPECIFICATION DpC[JMENTS CPN 101585 Re�isad November 22, 2016 917000-2 MOBILIZATIONF A1�FU It�MOBILIZATION Page 2 of4 1 1) Mnbilization sha11 consist af the activities and cost an a Work Order basis 2 nec�ssary for: 3 a} Transportation of Contractor's pers�nnel, equipment, and operating 4 supplies to the Site ft�r the issued Work Order. 3 b) Establishinent of necessary getteral facilities for the Contractor's 6 operation at t:he S1te for the issueci Work Oi•der 7 2) Demobilizatiion shall co�sist of the activities and cost iiecessary for: 8 a) Transportation of Contractm•'s personnei, equipment, and op�rating 9 supplies from the Site including disassembly for each issued Work 1� Order 11 b) Site Clean-up far each issued Work Order I2 c) Retz�or+al of all buildings or other facilities assembled at the Site for 13 each Work Dder 14 b. Mabilization and Demobilization do not include activities fnr speci�ic iterns af 15 work for which payment is provided elsewhere in t�e contract. r6 I7 18 19 2Q 21 22 23 4. �mergency Mabilizations and Demobilization far Miseellaneaus I'rojects a. A Mobilization for Misceitaneous Projects when diracted by the City and the inobilization occurs within 24 hours of the issuance afthe Worl€ Order. B. Deviations fram this City of Fort Worth Standard Sp.eci�cation 1. None. C. Related Specification Sections include, but are not necessarily limited io: 1. Division 0— Bidding Requirements, Contract Forms and Canditians of the Contract 2. Division 1— General Requiremer►ts 24 1.2 PRICE AND PAYN�NT PROCEDURE� 25 A, Measurement and Fayment [Consult City Deparkment/Division for direction on if 26 Mobilizat�on pay item to be included or the item should be subsidiary. Include tlae 27 appropriate Section 1.2 A. 1.] 28 l. Mobilization and Demobilization 29 a. IWleasure 30 I) This Itein is considered subsidia.iy to the various Items bid. 31 b. Payment 32 1) The work performed and materials furnishe.d in accordatxce witt� t1�is Item 33 are subszdiary to the various [tems bid and no othez' compensation will be 34 aiiowed. 35 2. Remobilization for suspension of Work as speaifically required in the Contract 36 Documents 37 a. Measucement 38 1} Measurement for ihis Item shall be per aach remobilization performed. 39 b. Payment 40 1) The vvork performed and materials furnished in accordance with this Ttem 41 and measured as grovided under "Measurerrient" will be paid for at the unit 42 price per each "Specified Remobilization" in aecQrdance with Contract 43 Documents. 44 c. The price shall include: 45 1) Demobilizatian as deseribed in Section 1.1.A.2.a.1.) 46 2) Remobilization as described in Section 1.1.A.2.a.2) CI'i'Y OC FOR1' W012TEi Intersection Irnprovements at B2p E`c Marine Creek Parkway Phase l STANDARD CONSTRUCTIqNSPECIFICATION DOCUMENTS CP3+! 1U15$5 Revised November 22, 2016 oi�raoo-3 MQBILIZA'1'CDN AND R�MOBILIZATION Page 3 of 4 1 � 3 4 5 6 7 8 � 1Q 11 l2 13 14 15 16 17 18 19 za 21 22 23 24 25 26 27 28 29 30 3I 32 33 34 35 36 37 38 d. No payinents wil] be inade %r standby, idle tiine, or lost profits associated this Item. 3. Remobilization for suspension of Work as required hy City a. Measurement and Payinent 1) This shall be submitted as a Contract Claiin in accordance with Article 10 of Section 00 72 00. 2) No payments will be made for standby, idle time, or lost profits associated with this Ftem. 4. Mobilizations and Demobilizations for Miscellaneaus Frojects a. Measurement 1) Measurement for this Ctem shall be for each Mobilization and Demobilization requn•ed by the Contract Do.cuments b. Payment i) The ViWork p.erfarined and materials �iirnished in accordance with this Item and rneasured as provided under "Measu�ement" wiII be paid for at the unit price p�r each "Work O�•der Mobilization" in accordance with Contract Docuinents. Demobilization shall be considered subsidiary to mabilizatinn and shali not be paid for separately. c, The price shall include: 1) Mobilization as described in �ectiott 1.1.A.3.a.1) 2) Deinobilization as described in Section 1.I.A.3.a.2) d. No payments will be made for standby, idle time, or lasf pro�its assaciated tliis Item. S. Emergency Mobilizations and De�nobilizations for Miscellaneous Yrojects a. Measurement 1) Measurement far tk�is Item s�Zal1 be for each Ivlobilization and Demobilization required by the Cant�•act Documents b. Paymeiii I) The Work perf�i•med and materials furnished in accordance with this Item and mea�ured as provided undej• "Measurement" will he paid fbr at the unit price per each "Work Order Erltergency Mobilization" in accordance with Contract Dacwnents. Demobilization sha[1 be considered subsidiary to mobilization and shal] nat be paid far separately. c. The price shall include 1) Mobilization as described in Section 1.1.A.4,a) 2) Demobilizaiion as described in Section 1.i.A.3.a.2) d. No payments wi116e rr►ade for standUy, idle time, or lost profts assqciated this Item. 39 1.3 R�FERENCES [NOT USED] 40 �..4 ADIVIIl�iISTRATIVE REQUIItE1V�NTS [NUT USED] 41 1.� SCTBMITTALS [NOT USEDj 42 1.6 INFORMATIONAL �UBMITTALS [NOT iTSED] 43 I.7 CLOSEOUT SUBMXTTALS [NOT USED] 44 1.8 MAINTENANCE MAT�RIAL SUBMITTALS [NOT USED] CITY OF FORT WO[2TH Iutersection Improvements aG 820 &t Marine Creek Parkway Phase ] ST�NdAA17 CdNSTRUCTIOI+I 5P$CIFICATIOI�! pOCUN�FNTS CPN 101585 Revised November 22, 2016 017000-6 MOBILIZATiOirl ANR RENIQBILIZATION Page G o� G 1 PART 2- PRODiTCTS [NOT USED] 2 PART 3- EXECi1TION [NOT USED] 3 END OF SECTION 4 Revision Log DA.'I'� NAME SUMMARY OF CHANGE 11/22/16 Michael Owen r.2 Priee and Pay3n��t 1'rocedw•es - Revised specificatio�, including blue text, to make specification flexible for eithar subsidiary nr paid bid item for Mobilization. CITY QF FORT WORTH Intersection ]mprovements at 82D & Ivlarine Creek Parkrvay Phase 1 STANL)ARD CONSTRUCTION 5PIiCIFICATION DpCUMENTS CPI+I ID1585 Ravised Navember 22, 2016 a��i2s-i CONST[ZUCTIdN STAKING A�ID SURVEY Page l of 8 2 3 PART1- GENERAL SECTION Ol 7123 CONSTRUCTIQN STAKING AND SLTRVEY 4 1.1 SU N11VIA.RY 5 A. Seciion Includes: 6 1. l�equirem�nts for const�'uciion staking and construction survey 7 8 B. Deviations fi•om this City of k`or� Worth Standard Specification 1. None. 9 C. Related Specification Sections include, but are not neeessarily limited to: 14 1. Division 0— Bidding Requiraments, Contract Farms and CaneEitions of the Cantraci 11 2. Division 1— General Requirements 12 �.2 PRICE AND PAYMENT PROCEDUR�S 13 14 15 16 17 18 19 2d 21 22 23 24 25 26 27 28 29 30 3i 32 33 34 35 36 37 38 39 4Q 41 A. Measurement and Payment 1. ConstrucYion Stalcing a. Measurement I) Measucement for this Item shall be by luin� sum. b, Fayment I} The wark performed anci the materials furnished in accordance with this Item shall be paid for at the lump sum price bid far "Construction 5taking". 2} Paymet�t for "Construction Staking" shall be made in pai�tial payments prorated by work completed co�npared io total vt+orlc inclLided in the lump sum item. c. The price bid sha11 include, but not be limited ta the following: 1) Verification of control data pro�ided by City. 2) Placement, maintenance and replacement af required stakes and maikings in the iield. 3) Prepaz'ation and submittal of constructiion staking documentation in the form af "cut sheets" using the City's standard template. 2. Construction S�.u•vey a. Measurement 1) This Item is considered sijbsidiaiy to the various [tems bid. b. Payment 1} Tlie work performed and #he materials furnished in accardance with this Itern are subsidiary to the various Items bid and no otl�er compensation will be allowed. 3. As-Built Survey a. Measurement 1) Measurerr►ent for this Item shall be b� lump sum. b. Payment 1} The wark performed and the mate�ials furnished in accordance with tilis Itetra shall be paid for at the Iump sum price bid far "As-Built Survey". CIT'1' OP PORT WOR"1`H Interseetioa lmprovemants at $20 & Marine Creek Parkway Phase l STANDARD CONSTRUCTIOI+1 SPECIFICATIDI�' DOCiJMEIVTS CPN 1O1585 8avised FebraAry 14, 2419 O1 71 23 -2 �QNSTRUCTION STAKING 11ND SURVEY Page 2 of 8 1 2 3 4 5 6 7 8 9 A. Deftnitions l0 1,3 REFERENCE5 11 12 13 14 15 16 17 I8 19 20 zi 22 23 24 25 26 27 28 29 3Q 31 32 33 2. 3. 4. 2) Paymenk fo.r "Construction Staking" shall be made in partial payments prorated by work completed compared ta total work included in th� lunnp sum item. c. The price bid shali include, but not be limited to the follawing:: 1} Field rneasurements and survey shots to identify location of cornpleted facilities. 2) DocumentaCian and submittal of as-built survey data anto contraetor reciline pla��s and digital survey iiles. Construction Survev - The survey measuremants rnade prior to or wh11e constructian is in progress to control ele�ation, horizontal position, dimensions and conf'tguratian of structuteslimprovernents iiicluded in the Project Drawings. As-built Survey —The m�asureix� e�tts made after the consteuction of the improvement features are cornplete to provide position coordinates for the features of a project. Construcfion Stakin� — Tne placement of stal�es and marlcings to provide offs�ts and elevations to ctrt and f�ll in order to locate on the ground the de:signed structures/improvements included in ihe Project Drawings. Construction staking shall include staking easements and/ar right af way if indicated on th� plans. SurveY "Field Checks" — Measurements made atter construction staking is completed and before construction wark begins to ensure ihat structut'es znarked nn the ground are accurately located ger Project Drawings. B. Technical References I, City of Fort Warth — Consiruction Staking Standarc�s (available,on City's Buzzsaw website) — O1 71 23.16.01_ Attachment A_Survey Staking Standards 2. City of Fort WQrth - Standard Survey Data Collectar Library (ficl) files (available on City's Buzzsaw website). 3. Texas Department Qf Transportation (TxDQT) Survey Manual, latest revision 4. Texas Society of Professional Land Surveyors (T�PS), Manual of Fractice for Lanci 5urveying in the State of Texas, Category 5 34 1.4 ADMINISTRATIVE R,EQCTIREMENTS 35 A. The Contractor's selection of a surveyor must comply with Texas Gavernment 36 Code ��q (qualifications based selection) for this praject. 37 1.5 SUBMITTALS 38 A. Submittals, if required, shall be in accordance with 8ection D1 33 Q4. 39 B. All submittaIs shall be received and reviewed by the City prior to delivery of work. �44 1.G ACTX�N SUBNIITTALSIIIVFORMATIDNAL SUBMITTALS 41 A. �ield Quality Control 5ubmittals CITY QF F'OR'C WOIiTH Intersection Imprvvements at 820 & Marine Creek Parkway Phase 1 STANpARD COIYSTCtUCTION 5PECIPICATION DOCUM�NTS CPN 101585 Reviaed Te6rnary lA, 2D18 ni �iz3-3 CQNSTRLTCTIQN STAKING AND SUIZVBY Page 3 of 8 I 1. Docuziaentatio�l verify.ittg accuracy of field engineering work, including coordinate 2 conversions if plans do not indicate grid or ground coordinates. 3 2. S�zb�nit "Cut-Sheets" conforming to ihe sfandard t�mplate provided by f.he City 4 (refer to O 1 71 23,16.01 — Attachment A— Survey Staking Standards). 5 1.7 CLOSEOUT SUBMITTALS 6 B. As-built Redline Drawing Suhrriittal 7 1. Submit As-Built Stu•vey Redline Drawings documeniing the locations/elevations �f 8 constructed improvements signed and sealed by Registered Professional Land 9 Surveyor (RPLS) responsibie for the work (refer to O 1 71 23 .1 b.0 I— Attachmen� A 1D — Survey Staking Staildards} , ' ] 1 2. Cantractar shall submit the proposed as-built and completed redline dra�ving 12 submittal one {1) waek prior to scheduling the project final inspection for City i3 review and com.ment. Revisions, if necessary, shall be made to the as-built redline i4 drawings and resubmitted to the City prior to scheduling the cons#ruetion final 15 inspection. 16 l..$ MAINTENANCE MATERIAL SUBMITTAL� [NOT USED] 17 1,9 QUALITY ASSURANCE 18 A. Cansttuction Stalcing 19 1. Construction staking will be perfo.nned by the Contractor. 20 2I 22 23 24 25 26 27 2.8 29 30 31 32 33 34 35 36 37 38 39 �0 41 42 43 2. Coordination a. Contact City's Project Representative at least one week in advance notifying the City of when Canst�ruction Staking is scheduled. b. It is the Contractor's responsibility to coordivate staking such ihat construction activities ar.e not delayed or nagatively impacted. 3. General a. Contractor is responsibfe for preserving and maintaining stakes. If City surveyors are required to re-stake for any reason, the Contractor will be responsible for cos�s to perform staking. If in the opinion of the City, a su�facie.nt nulnbe�• of stakes or inarkings have bean lost, destroyed disturbed or omitted that #he contE•acted Work aanno# take placc then the Contractor will be required ta stake or re-stake th� de�icient ac•eas, B. Constructian 5urvey Construction Survey will be performed by the Contractor. 2. Coordination a. Cont��actor to verify ihat horizontal and vertical control data established in the design survey and required for construction survey is a�ailable and in place. 3. Genera] a. Constru.ction survey will be performed in order to construct the work shown on the Construc�ion Drawings and specified in the Conixact Documents. b. For constructian methods other than open cut, tl�e Contractar shall p�rform consiruction st�rvey and verify control data including, but not Iimited to, the following: 1) Veri�icaiion that established bencYunarks and control are accurate. CITY OF TORT WORTH Intersection fmprovements at 820 & Marine Creek Parkway Phase 1 STANDARD CpNSTRilCTION SPECIFCCAT[ON DOCUME?�TS CP1V I�1585 Revis.ed P'ebruary 14, 2018 Q17] 23-4 COI�STRi7CTION STAKIhfG AND 5l}RVEY Page 4 nf B I 2) Use of Benchmarks to furnish and maintain aIl referer�ce lines and g�'ades 2 for tunneling. 3 3) Use of lin� and grades ta establish the lacation of the pipe. 4 4) Subinit to the City copies of field notes �sed to establish all lines and S grades, if requested, and allow the City to check guidance system setup prior b. to beginning each tunneling drive. 7 5) Pro�ide aceess for the City, if requested, to verify tIie guidance system and S the line and gj•ade ofthe carrier pipe. 9 6) The Contractor remains fully responsible for the accuracy of the work and 10 coz'rection of it, as required. 11 7) Monitor line and grade coniinuously during construction. 12 8) Record deviation with respect to desig� line and grade once at each pipe 13 ,jai.nt and submit daily records to the City. 14 9) If the installaiion does not meet th� speci�ied tol�rances (as outlir�ed in 15 Sections 33 05 23 and/or 33 OS 24), immediately nc�tify the City and correct I6 �he installation in accardane� with the Cantract Documents. l7 18 19 20 21 22 23 24 2S 26 27 28 C. As-Built Survey 1, Required As-Built Su�•vey will b� performed by the Contractor. 2. Coordination a. Cantra.ctor is to coardinate with City to confirm which features rec�uire as- built surveying. b. It is the Contraetor's responsibility to coordinate the as-built survey and eequired m�asurerr�ents for items that are to be buried such that construction aciivities at'e not delayed or negatively impacted. c. For sewer inains and water mains 12'' and under in diatx�eter, it is acceptable to physicaliy measure depth and mark the locatioi� during the progress of construction and take as-built survey after the facility has been buried. The Contractor is responsible for ihe quality control needed to ensure accuracy. 29 3. General 3� a. The Cantractor shall provide as-built survey including the elevation and 31 location (and pro�ide written documentation ta the �ity} of construction 32 features during the progress of the constraction including the fallowing: 33 1) Water Lines 3� a) Top of pipe elevations anci coordinates for waterlines at the follovring 35 locations: 3& 37 38 39 40 41 42 43 44 45 4G 47 48 (1) Minimum every 250 linear feet, including {2) Horizontal and verticaI points of inflecfiion, curvature, BtC. (3) Fire line tee {�l) Plugs, siub-outs, dead-end lines {5} Casing pipe (eaeh end) and all buried �ttings 2) Sanitary Sew�r a) Top of pipe elevations and coordinates for farce mains and siphon sanitary s�wer lines (non-gravity facilities) at the following locations: (1) Minimum e�ery 250 Iinear feet and any buried fittings (2) Horizontal and �ertical painis of inflecti�n, curvature, etc. 3) Stormwater — Not Applicable CITY OF FORT WORTIi Intarsection l�nprovements at 820 & Marine Creek Parkway Phase 1 S"CANI7AW] CONSTRUCTION SP�CIFiCATIQN DOCUMBNTS CFN 1015$5 Revised Fehrnary 14, 2tl18 017123-5 CON3T12UCT[ON STAKING AI+PD SURVEY Page 5 nf 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1$ 19 20 21 22, z� 24 25 b. The Contraetor shall pro�ide as-buiIt survey including the e�evation and location (and p�•ovide written doeumentation to the City) of canstruction features after the constructian is completed including the followin.g: 1) Manhol�s a) Rim and flowline elevation. s and coardir�ates for each manhole 2) Water Lin�s a) Cathodic protection test stations b) Sampling stations c) Meter bQxesfvaults (All aizes) d) Fire hydrants e} Valves (gate, butterfly, etc.) fl Air [2elease val��s (Manhole rim and vent pipa} g) Blow offvalves (Manhole rim and �al�e lid) h) Pressure plane valves i) Underground Vaults (1) Rim and flo�line elevations aa-►d coordinales for each Underground Vault. 3) Sanitary Sewer a) Cleanouts (I) Rim and flowline elevations and coa�•dinat�s for each b) Manha�es and Junctinn Structures (1) Rim and flnwline elevations and coardi��ates for each manhole and junction structura. 4} Storrrtwater — Not AppIicable 1.14 DELIVERY, ST�RAGE, AND HANDLING [NOT TTSED] 26 111 L+`7ELD [S�TE] C�NDITIONS jNOT IISED] 27 1.12 WARRANTY 28 PART 2 - PROALTCTS 29 30 31 32 33 3 A� 35 36 37 38 39 40 41 42 43 44 A. A con�truction survey will praduce, but will not be limified to: 1. Recovery of re�evant contro[ points, points af curvature and points of intersection. 2. Cstablish tempora.�y horizontal and vertical control elevations (b�nchznarks} sufficiently permanent and located in a manner ta be �ased throughout constructian. 3. The location of planned facilities, easements and improvements. a.. Establishing fnal line and grade stakes for piers, floors, grade beams, parking areas, utilities, streets, highways, tunnels, and olher construction. b. A record of revisions ar corrections noted in an orderiy martner far reference. c. A drawing, when required by the client, indicating the horizontal and vertical locatioii of facilities, easements and improvements, as built. 4. Cut she�ts shall be provided to the City inspector and Survey Superintendent for aII construction staking projects. These cut sheets shall be on the standard city template which can be obtained fram the Sut�vey Superintendent {817-392-7925). S. Digital survey files in the �oliowing fannats shall be acceptabfe: a. AutoCAD {.dwg) b. ESRi Shagefile {.shp) Cl'I'Y OP PORT WpRTH I[rtersection Improvements at $20 & iviarine Creek Farkway Phase I STANDARII CONSTRUGTTON 5PEC7FICATION DOCUMENTS CPN 1�1585 Revised I+abruary 14, 2018 Ol'7] 23-5 CONSTRUCTION STAKIIVG AND SiJRVEY Page 6 oi' 8 1 e. CSV iite (.csv), %rmat�ed wiYh X and Y caordi�ate;. in separate colutnt�s (usE 2 standard i�mplates, if available) 3 b. Survey files shall include vertical and horizontaI data tied to original project � coiitrol and benchmarks, and shall include feature descriptions 5 PART 3 - EX�CUTION 6 3.1 INSTALLERS 7 A. Tolenances: 8 1. The staked location of any improve�nent or faciIity shauld be as aecurate as 9 practical and neeessary. The degree of precision required is dependant on many 10 factors all of which musi ramain judgmental. The talerances Iisted hereaftar are 11 based on generalities and, under certain circumstances, shall yield to speciiic 12 requirements. The surveyar shall assess any situatian by review of the overall plans 13 and %�rough con:sultatian with responsible parties as to the need fo.i• speci�c 14 tolerance�. 15 a. Earthworl�: Grades for eaa�thwork or rough cu� should not exee�d 0.1 ft. vertical 16 tolerance. Horizontal aligmnent for earthwork �nd rough cut should not exceed 17 1.0 ft. tolerance. 1& b. Horizontal alignment on a structure shall be wlthin .0.1 ft tolerance. 19 c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and 20 walkways shall be located within the confines af the site bou�daries and, 21 occasionally, along a boundary or any nther restz'ictive line. Away from any 22 restrictive line, �hese iaeilities should be staked with an accuracy producing no 23 more than O.OSft. tolerance from their specified locations. 24 d. Underground and overhead utilities, such as sewers, gas, water, teiepl�one and 25 electric lines, shal! be located horizontally within thei.r prescribed areas or 26 easements. Within assigned areas, fhese utili#ies shauld be staked with an 27 accuracy producing no mare than 0.1 ft tnlerance from a speci�ed lc�cation. 28 e. The accuracy raquired for the vei�ticai location of �tilities varies widely. Many 29 undergrnund utilities require only a minimum cover and a�olerance of 0.1 ft. 30 should be maintained. Underground and overhead utilities an plannad profile, 3] but not dapending on gravity $ow for perfotmanee, sho�ld not exceed 0,1 �t. 32 tolera�lce. 33 3� 35 36 37 38 39 40 B. Surveying instruments sha11 be kept in clos� ad�ustment accordin� to manufacturer's speciftcatzons or in catnpliance to standards. The City reserves the right tn request a calibration report at a.ny time and recommends regular maintenance schedule be p�rformed by a certified techni�cia.ri every 6 months. 1. Field �neasuraments of angles and distances shall ba done zn such fashion as to satisfy the clasures and tolerances expressed in Part 3.1.A. 2. Verticallocations shall be established from a pre-established bench�nark and checked by closing ta a dif%rent bench mark on the same daturri. 41 3. Co.nstruction survey field work shall correspond to the client's plans. Irregulariiies 42 or conflicts found shal! be raported promptIy to the City. 43 �. Revisions, correetions and ather pertinent data shall be Iogged for future re%rence. 44 C[TY OF FORT WORTH Inteesection Improveinents at 820 & Marine Creek Parkway Phase 1 STAAI[)ARD CONSTIZUCTIpN SPECiFICATION �OCUMENTS CPN l O1585 Revised February 14, 2018 01 71 23 - 7 CONSTRUCTION S`fAKIr'G AND SURVEY Page 7 of S 1 3.2 EXAMINATIQN [NOT USED] 2 3.3 PREPARATION [NOT USED] 3 3.4 APPLICATION � 3.5 REPAIIt 1 RCSTORATX�N S 6 7 8 9 ]0 11 I2 13 14 A. If the Contractor's worI� damages or dest�•oys one or inore of the control monuments/points set by the City, the manumer�ts shall be adequately referenced for expedient restoration. 1. Notify City if any coiztrol data needs to be restal•ed or rapla�ed due to damage caused during canstj-uction operatians. a. Cantractor shaII perform replacerr►ents and/or restorations. b. Tlle City may require at any tiine a sur�ey "Fie�d Check'T of any manument or benchmarks that are set be verified by the City surveyors before further associated work can move farward. 3.b RE-INSTALLA'I'ION [NOT iTSED] 15 3.7 FI�LD [oR] SITE QIIALITY CONTROL lb A, It is t11e Contractor's responsibility to maintai.n a11 stakes and cantrol data pIaced by the 17 City in ac�ordance with this Specification. This includes easements and right o�'way, if 1 S noted on the plans, 19 B. Do not change ar relocate stakes or control data without approval f�•om the City. 20 3.8 SYSTEIVI STARTUP 2] A. 5urvey Checks 22 1. The City reser�es the rigllt to perfor�n a Survey Check at any time deemed 23 necessary. 24 2. Checks by Cify personnel or 3`� party contracted surveyor are not intended to 25 relieve the contractar of his/her responsihility for accuracy. 26 27 3.9 ADJUSTING [NOT USED] 28 29 30 31 32 33 34 3.14 CL�ANING [NOT iTSED] 311 CLOSEOUT ACTIVITI�S [NOT USED] 312 PROTECTION [NOT USED] 3.13 MAINT�NANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF S�CTION Revisian Log CITY OF F�RT WOR'I'H lniersec.tion Iinprovementsat 820 & Msrine Creek Parkway Phase 1 STANDARU C(�NSTIZUCTION SPECIFICATIQN �QCUMENT� CPN 1015$5 Revised Febrnxry Ia, 2fl1$ Of 7i23-6 CO]VSTRUCTION STAKING A7dD SiJRVEY Page 8 of 8 DATE NAME SLTMMt1RY OF CHANGE 8/31I2D12 D.Johnson Added instruccion and �nodified measutement & paymenY under 1.Z; added $/3112017 M. Owen de�nitions and refe3•ences under 1.3; madified 1.6; added 1.7 closeout.submiital requirements; �nodif ed 1.9 Quality Assurance; added l'ATtT 2— L'1ZODUCTS ; Added 3.1 Insta[]ers; added 3.5 Repair/Restorat�on; and added 3.S System Startup. Removed "61ue text"; revised measurement and payment sectinns for Construction Sraking and As-[3uilt Survey; added reference to selection compliance with TC�C 2/14/2018 M Owen 2254; re�ised action and Closeaut submittal requirements; added acceptable dept9� me�surement criteria; i�vised list of items requiring as-built survey "during" and "after" construation; and revised acceptable digital survey file format CL'TY OF F'ORT WORTI-I Interseation Iinpravements at 820 & Marine Creek Park�vay Phase I STANDARD CONSTAUCTION SPECIFICATIQIV �QCUIvILNTS CPN 101585 Revised l+'ebruary 14, 2018 � Section O1 71 Z3.0� � Attach�n�r�� A Sur�ey 5�aki�� tand�rds February 2�17 K:�FTW_{ioadway�051Q1822$-8�0_&_Marine_Creek�SPEC�Division-01_General-Requirements�OZ 71 23.16A1_Attachment A�Survey Staking 5tandards.docx Page 1 of 26 These procedures are intended to provide a standard method for construction staking services associated with the City of Fori Worth projects. These are not to be consid�rec� all inclusive, but only as a general guideline. Far proJects an TXD�T right-of-w�ry ar through joint TXDOT parficipatian, adherence ta the TKDOT Survey Manual shall be followed and if a discrepancy arises, the TXD07 manual shul! prevail. (http:l/onlinemanuals.txdoi.�aJtxdotmanuals/ess/ess.pdf) If yau ha�e a unique circumstance, p[ease consult with the project rnanager, inspec#or, ar survey department at 817-392-7925. iable of Conien�s I. City of Fort Warth Contact Information II. Construction Colors III, 5tandard Staking 5upplies !V. 5urvey �quipment, Cantrol, and Datum Stancfards V. Water 5taking VI. SanitarySewerStaking VII. Storm Sta[cing VI11. Curband�utter5taking IX. Cut Sheets X. As-buili Survey K:�FTW_Roadway�06�.D18228-820_&_Mari ne�Creek�SPEC�Division-Dl_Gen�ral-Requi rements��171 23.16.D1_Attachrr�ent A_Survey 5taking Standards.docx Page 2 of Z6 � � Suruey Department Contact Informa'�ion Physical and mailing address: 8851 Camp 6owie West Boulevard Su ite 300 Fort Wortf�, Texas 75116 Offic�: (817) 392-7925 Survey Superintendeni, cfirec# line: (817) 392-897� C01'15t!'UC�IDI1 COIOf S The following cofors shall 6e used for staking or identifying features in the field. TMis includes flagging, paint of laths/stakes, paint of hubs, and any identificatian such as pin flags if necessary. PROP05ED EXCRVATION ALL ELECT"RIC AND COI�dU175 POTABLE WATER GRS OR DIL TELEPHONE/FIBER OPTIC SURVEY COf�TROL ROINTS, BENCHMARKS, PROPERTY CDRNERS, RIGHT-OF-WAYS, AND ALL PAVING INCLUDING CURB, SIDEWALK, BUfLDING CORNERS SANITARY SEWER IRRIGATiON AND RECLAIMED WA�ER � 5�andard 5�akin� Supp[ies Galor WHITE , - 'r � I, l. i)bV f�RAfV�C P�N1{ Iferr� Minimum size La�h/5take 36" tall Woaden Hub (2"x2" min. square preferred) 6" tall Pin Flags (2.5" x�S" preferred} 21" long Guard 5takes Not required PK or Mag nails 1" long Iron Rods (1/2" orgreaterdiameter) 18" long 5urv�y Marking Paint Water-based Flagging 7.° wide Marking Whiskers (feathers) 6" long Tacfcs (for marking hubs) 3/4" long K:\FTW_Roadway�061.01�8��.8-8z0_&_Mari ne_Creek\SPEC�Divisi on-01_General-Req u i rements�0171 23.16.01_Attachment A_5urvey 5taking 5tandards.docx Page 3 of 2S 1V. Sur�e� Equipmeni, Control, and Datum Standards A. City Benchmarks All city benchmarks can 6e found here: htt : fortworthtexas.�ov itsoluti_ons GkS Loak fior `Zoning Maps'. Under `Layers' , expand `Basemap Layers', and check on 'Benchmarks', B. Con�entional or RobotiG Tota[ 5tation Equi�ment I. A minimum of a 10 arc-second instrument is required. [I. A copy of the latest calibration report may be requested by the City at any time. It is recommended that an instrument be calibrated by certified technician at least 1 occurrence euery 6 months. C. Network[V.R.S. and static GPS Equipment I. It is criticaf that the sur�e}�or verify the correct horizontal and �ertical c4atum prior cortlmencing work. A siie calibration rr�ay be required and shafl consist of at least 4 cantrol points spaeed e�enhy apart and in varying quadrants. Additional field checks of the horizantal and vertieal accuraeies shall be cornpleted and the City may ask for a copy of the calibration report at any time. II. Network GPS such as the Western Data Systems or SmartNet systems may be used for staking of property/R.O.W, forced-main water Iines, and rough-grade only. No GPS stakin for concrete sanitar sewer storm drain final rade or anvthin� that needs �ertical �radin� with a tolerance of 0.25' ar less is alfowed. D. Controi Points 5et A!I control points set shal[ be accompanied by a lath with the appropriate Northing, Easting, and Ele�ation (if applicablej of the point set. Control points can be set rebar, `X' in concrete, or any other appropriate item with a stable base and of a semi-permanent nature. A rebar cap is optional, but preferred if the cap is marked 'control point' or similar wording. Datasheets are required for all control points set. Datashee# should include: A, Horizontal and Vertical �atum us�d, Example: N.A.�.83, North Central zone 4202, NAVD 88 Ele�ations 8. Grid ar ground distance. — lf graund, provid� scale factor used and base point coordinate, Example: C.S.F.=0.999125, Base point=Nor�h: 0, East=O C. Geoid model usecl, Example: GEOlD12A K:�FTW_Roadway�061018228-82Q_&_Marine Creek�SPEC�Di�ision-01_General-Requirements�0171 23.16.01_Attachmeni A_Survey Staking Standards.dacx Page 4 of 26 �. Preferred Grid Datum Althaugh many plan sets can be in surFace coordinates, the City's preferred grid datum is listed below, Carefu[ consideration must be taken to verify what datum each project is in priar to heginning work. It is essential the surveyor be familiar with caordinate transformations and how a grid/surFace/assumed coordinate system affec� a praject. Prolected Coordinate System: fVAD_1983_5tatePlane_Texas�Nortf�,�Central_FIPS_4202_�eet �rajection: Lambert_Conformal_Conic Fa lse�,Easting: 1968500.04000000 Fa[se_Nor�h9ng: 6561.656.66656567 Central Meridian: -98.5QD00000 Standard Parallel �.: 32.13333333 Siandard Parallel 2: 33,�6666667 iatitude�Of Origin: 31.666�6667 �inear Unit: Foot US Geographic Coordinat� System: GCS�North_American_1983 Datum: D North American 1983 Prime Meridian: Greenwich Angular Unit: Degree Note: Regardless of vvnat aaium each particular praj�r.t is ln, defiverables ta the Clty rrmu.st be cvnvert�d/translated into this p.ref�rred �rid datum- 1 copy of th.e deiiverable shouEd be in the pro}ecC efa#um (whatever it may be) and � capy shou�ld be in the NAD83, TX �lortM Central �4202 zone. See Pr�ferred Flle Naminp Conventfon bel�uu F. Preferred �elir►erable Farmat txt .cs� .dwg .job G. preferred Data �ormat P,N,E,Z,D,N Point Number, 1Vorthing, Easting, Ele�ation, Description, Notes (if applicable) H. Preferred File f�aming Canvention This is the preferred format: City Project Number_Description_Datum.csv Example far a praiect that has surFace coordinates which must be translated: Fi1e 1: C1234 As-built of Water on Mairt 5treet Grid NAD$3 TXSP 4202.c5v K:\FTW_Roadway�061018228-82�_&_Marine_Creek�SpEC`Division-01 General-Requirements�0171 23.16.01_Attachrnent A_Survey Staking 5tandards.docx �age 5 0# 26 Fi1e 2: C1234_As-built of Water on Main Street_Project 5pecific Datum.csv �xample Conirol Siakes K:�FTW_Roadway�061018z28-$2p_&_Mari ne_Creek�SPECLDivision-01_General-Requirements\0171 23.16.0]._Attachment A Survey Staking 5tandards.docx Page 6 of 26 � � � � � � � � � � w m � � � � � O Q 101� � w �� w .�: c�. � c �,�� ,r � _� .—n _ �� W � � o� � m � � z � � � � �-- � � U � � 4 � _ � d J U7 W J CT.1 � O C� � � � � _ � � � � w J m � � O � _ � r_ �� 1 ,, � Q � •r3 � W J W EL.= 1 DD.Q�' N=�aoa.�o � � 0 � O C� U o� �w � � o �,, �z c� Q _� �� — _� � w � _ �� w � � m � W � �, r7 E=50f�0.40 � ��._.__.- V. Vlla�er SYal�in� Standards K:�F'iW�Roadway�061�18228-820_&_Mari ne_Creek�SP ECLDivision-al_General-Req u i rements�0171 z�.16.01_Attachment A 5urvey 5taking 5tandards.docx Page 7 of 26 A. Centerline 5taking — Straight Line 7angents I. Offset lafih/stalces every 200' on even stations ll, Painted blue lath/stake on{y, no hub is required IIL Grade is ta top of �ipe �T/Pj for 12" diameter pipes or smafier IV. Grade to flow line (F/L} for 16" and larger diameter pipes V. Grade should be 3.50' below the proposed top of curh line for 1p" and smaller diameter pip�s VI. Grade should be 4.p0' below the proposed top of curb line for 12" and larger diameter pipes VII. Cut 5he��s are r�qufrecl on all 5taking and a co�y can be received from the survey superintendent Optional: Actua! stakes shaA consrst of a fi0D nai! or hu.b sei with a whisker B. Centerline Staking - Curves I. If arc ler�gth is greater than 100', POC (Point af Curvature) offset stakes should be set at a 25' interval ll. Same grading guidelines as above IIL Staking af radius points of greaterthan 1�0' may be omitted C. Water Meter Boxes I. 7.0' perpendicular offset is preferred io the center of th� box II, Center of the meter should be 3.0' behind the propased face of curb III. Meter should be staked a minirnum of 4.5' away from the edge of a driveway !V, Grade is to top of box and should be +0.06' higher than the propasec� top of curb unless shown otherwise on the plans D. Fire Wydrants I. Center of Hydrant should be 3.0' behind proposed fac� of curb II. Sur�ey offset stake should be 7.0' from th� cent�r and perpendicular to the cur6 line or water main III. Grade of hydrants should be *0,30 higher than the adjacent top of curb E. Wa#er Val�es & Vaults I, Offsets should be perpendicular to the proposed water main II. RIM grades shoulci only be pravided if on plans �xample INa�er Stakes K:�FTW_Roadway�061418228-82f}_&_Ma rine_Cre ek�SP ECLDivisian-01_Gen e ra l-Req u i reme�ts\0171 23.16.01_Attachment A_5urvey 5taking Standards.docx Page $ of �6 S� �� x� �� d �Y N F � f(3-. Tti �J � � : � � � � � �� _ � � �Y � �' ❑/s � w/�. � srn�2+�o � c--3.sz � w � � � `,. � �� .. � � �� ly � � � c �� '�y� �, � � 7` QfS � W�L� w S7A=1+72.&1 � C-3.g1 � � �� 3 � � � � � c� � � � f97i EL� 101.18' m k �2 � H � �� q � �[: � *5 � �� a. � � �. a �z � �' 3 � c�a m � � � m r�- � � � � F. � � YA� � F1 � � � �, � � � � � � z� � � �� p �� ,� z�� Vd� STpQO-�a0 � G-3.76 � � - �� L� � � ' _� � v� � �a� � � � ,a � ioa.o �� m � �, �� 0.y�� k �� J �� m � VI. 5anitar� S�wer S�akin� K:\FTW_Roadway�D61018228-82D_&_Mari ne_Creek�5 PEG�Division-al_General-Req u i rernents�0171 23.16.01_Attachment A_5urvey Staking Standards.docx Page 9 of 25 A. Cen#erline 5taking — Straight Line Tangents I. lnverts shalf be field verified and compared against the plans before staking IL Painted green lath/stafce WIT�I hub and tack or marker dot, no flagging rec�uired III. 1 offsat stake between manholes if manhol�s are �Oa' or less apart lV. Offset stakes should be located at even distances and perpendicuiar to the� c�nterline V. �rades will be per plan and the date of the plans used should be noted VI. If multiple lines are at one manhole, each line shall have a cut/fill and direction noted V[l, 5takes at every grade hreak VIII. Cut sheets are required on all staking Optional: Actunl stakes shall eonsist af cr 60D nai! or hub set with a whisker B. Centerfine 5taking — Curves I. If arc length is greaterthan ].Oa', PQC (Point of Curvaturej offset stakes should be set at a 25' interval II. Staking of radius points of greater than 100' may be ornitted C. Sanitary Sewer Manholes I. 2 offset stakes per manhofe for the �urpose of providing alignment to the contractor If, Flowline grade should be on the lath/stake for each flowline and direction noted III. RIM grade should only be an th� stake when pro�ided in the plans K:\FTW,�Roadway�051018228-8ZD &_Marine_Creek�SPEC`Division-01_Gene�al-Requirements�0171 23.15.01_AtCachment A_Survey Staking Standards.docx Page 10 of 26 Exam le 5anita Sew�r Stakes ,�r "�� : ��` r �,. `�' �� , � � � - - � �� - - � � � '�' ��f S � S� � sTa�3,-r� �� u, c-a°� Il�� a�� `om �� n — � ,__, r � ,.. � �` � ��r� � � � � � � � � a`�r� r �i � � �. �� 4 � �- y12.r��5 �, SS II� �I 6TA-3+7i�11 �m C--3��W� C-3� � �6� ��' � - JL � � n � � � � �a � ��. � � �� ,�� v � � . � (� � 7' d/S � 88 �c'ssn=�+es�� 4� � � _s � a - � _' � � � � � y� �. � �� _ �� , � � � � � � �� , $ �4�!��! � �� y� �*�1 � � ., � � }�+ �� ^� " � C '"' �� C� �� F ��T �� C �i � � _ ' ' � � �� 7' JO/�. �, S5 -'- sro�o-+oa ' C�o-e� " �v �-s� � �'+4'� •II � � � � �� J� ��- � �'� � �� L� � � � �� _ �� €�� [� � t �• o/s � �s �� rn�r� a� �� c-� � � � c-s �� c-og � �� w � _�r � _ �� — � �' �� r � ��t �. �� K:�FTW_Roadway�D61018228-8Z0_&_Ma rine_Creek�SP�CLDivision-01_General-Requirements�0171 z3,16.a1_Attachment A_Survey Staking 5tandards.dacx Page 11 of 26 Vil. 5�orm Sewer �S I_nle� S�akin� A. Centerlir�e 5taking—Straight Line Tangents I. 1 offset stake every 200' on eWen stations Il. Grades are to flowline of pipe unless otherwise shown on plans III. Stakes at every grade break IV. Cut sheets are requirecf on all staking Qptional: Actua! stakes shall consrst af a 60D nai! or hub set with a whisker B. Centerline Staking — Curves I. lf arc length is greater than 100', POC (point of Curvature) offs�t stakes should be set at a 25' interval II. Staking of radius points of greater than 1Da' may be omitted C. 5torm Drain lnlets I. Sta�Cing distances should be measured from end of wing il. 5tandard 10' Inlet = I6.00' iotal length III. Recessed 10' Inlet = 20.D0' total length IV. 5tandard double 10' inlet = 26.67' total length V. Recessed dauble 10' inlet = 30.67' total length D. 5tarm Drain Manhole5 I. 2 offset stakes per manhole for the purpose of pro�iding alignment to the contrac#or II. Flowline grade should be on the lath/stake fior each flowline and direction noted III, RIM grade should only be on the stake when pro�ided in the plans K:�FTW_Roadway�06101822&$z0_&_IVI ari ne_Creek�SP�C�Divisi on-01_G enera I-Req u i rements�0171 23.16.01 Attachment A_Survey 5taking Standards.docx Page 12 of 26 Exam le 5iorm Inle� 5takes FRC�NT {S@E FACING �,� �� (9oe Fxar� R.awj �� Hur e�svana+ m .Q � � � � � z m � � z �1 ._ _ -- . -- � eJ,�., `v .H Mlln �'i . . � • F, i + 't� �._.�.. . �...�a:.� �n � T�J� :u�u�' ..-:-:c. � f O �`I �r' �a•. ��i..� . i7 � � � �{..'�{ �E FPI:NO A.QW-3 ---•r e � � :;we �_-a�a ; � I �� F�R(�NT (�IDE FAGIiJfi �) 0 � � � � � � � � Z �` � i 10ENlIP9Ez�r VAii�lf CIW QF THE 4,1hEc � GE]AHB 9ThK[6 � + � � TJG � � ti7 ; � � — � � � DISfAMCE9 Fdi INLET'S _ ..__ _ _ _. ri�� 7 ir= . BAqC CF CUf� ^ � � FLfYi�LINE � � STANdARD 14 � 16' RF1�'SSEq id � 2�Y srnNo�o o�ue� �a' — xs.s�' ------ Fi�CE55ED �Dl1BLE 10r�- -3Q�6Y ---------- � � � � � HAC� CF 1NLET �� `d�"��ti��4: -a:. ,i. ' �I' �]S' �� WI r : �� . AIisNHQLE ,� �i b� RIM D � 4! '�F , ` I E I�.� '.: � Bd4CK 4F CUH9 •� .. f �.- .. w: .,. �• v ,- FAL£ tlF I NLE7' , F14CE OF — — Fwaur� �...... .... � �n�E p� �AV�aENT EDGE 4F PAYEMEhlT EdC£ OF PA4E�iEHT �nc� c� pp��n�r K:�FiW_Roadway�q610182�8-820_&_Marine_Creek�SPEC�Di�ision-Ol_General-Requirements�0171 23.16.�1_Aitachment A_5urvey 5taking Standards.docx Page 13 of 26 V[ll. Curb and Gu�ter Siakin A. Centerline Staking — 5traight Line Tangents V. 1 offset stake e�ery 50' on e�en stations VL Grades are to top of curb unfess otherwise shown an plans VII. Stakes at every grade break VIII. Cut sheets are required on all sta[cing Optional: Actua! stakes sha!! consist of a 60D nar! or hu6 set with a whisker B. Centerline Staking -- Cur�es III. If arc length is greaterthan 1a0', POC (Point af Curvature} offset stakes should be set at a 25' interval IV. 5taking of radius points of greater than 100' may be omittecf K:�FTW_Roadway�0610182Z8-820_&_Marine_Creek�SPECLDi�isi on-DZ_General-Requ i rements�0171 23,15.01_Attachment A_5urvey Staking 5tandards.docx Page 14 of 26 �xample Curh � �ut�er Sfakes FRON T (S@� FACING �) �p/''�I,1 O I'�A�f h � �- rr.- -� —�� i (SID� FACING itA�Yl.j R � �! F., � or �- FRONT {510� FAGING �) FRONT r��: _� ;�:. (96E FACINC �j Tq� aF �nre�r 4 � � � +'�n ' �6C �� r/c �g�'i O R FR�NT (Slf]E FACIN6 �) ,� 0 � " -°' Pr *� . n� �' Y Y t � �� _'I' : + I =. V�I I I I I r�..::- :' :�` {� kA g�� ,�" � � � I � a III I 7� �n r��. n� �r a Ei - � �' I I I I HU8 E:LEMIA'li�l. � rp e�eoor -� a '� .} iVWHIS P.1G.. � _�i:..".' .."""I I k � a � ^ ' ii�� ,� , -�� , � l a 5 t �� o �r�� µ�H -�� _ r { i 4 rt+ii ��`"�� 'i �t � + � $ �..f �' �r f! i �,,� �� f � �q� r � f 1 l S� � �� f� � � J r�'� � / ./ / �f �� ,�f �� ff --- TOP QF CURB r�' '" �� f~ � x�_ ��r�r- y' �� f y� f'/ �-- .—CJQ� � �r� _�`� r �� I '�{ � � ��r �r ��r �r'��r�,'r � l r,f 1y.� BA�k 0�' �UF2� � �~"�r �� `"Y .Y -� - " �. .�. � �r� _-�'" � ,r..�—�� -��'" J. fr � �ACE bf �URB� I �,,.--�'`�Y �� ---�-- ��P �ow��r�� dGE �F PAVEMENT �xample Curb � �uiier Stalces at Int�rsec�ian K:�FTW_Roadway�061018228-820_&_Ma ri ne�Creek\SPEC�bivision-01_General-Requirements�0171. 23.16.01_Attachment A_Survey Staking Standards.docx Page 1.5 of 26 � � � . � � z �� 10' 4fS� m� SFlw2+B0'I � F-�0� � W O � ...+ G'' � (�I mWdp. {VF J-0 �YI A�� - - - � �� t � 4� _ _ _ F i m a —_ � � ia --- -- � o- -- � i �F ��''" ;o� .,; -�, e � �QG � .i'�� ] r�� r # o � 0 � �� _ -0, p � F� • y / j{ r r � 'J � ,��ff ' �4 ��{{{'''�� f� "�� , 7 / � � � 4 1 . � �� C?I ,._..v:._ . a.. � IG . � 9Hf1� �D N�Y9 ��i �� d�� '' t: � �a� �o s�a�e - . __..__....... _ � ,..r'.Q� � _....., , � i� a � _ -R � _. � , �fOIY,1' C ~ � V� � � . tQ� � �ab� � �- -- �� o. � k i e � L 6 ' 6 �°-� ^ u ♦ � i� a ' {�� .—o � . . � � K:\FTW_Roadway�061018228-820_&_Mari ne_Creek\SPEC�,Division-01_General-Requi rements\OJ. 71 23.16.01_Attachment A_5urvey 5taking Standards.docx Page i.6 of 26 IX, Cuf Sheets A. Date of field work B. Stalcing Method (GPS, total station) C. Projeci Name D. City Project Number (Example: C�1234) E. Location (Address, cross streets, GP5 coordinate) F. Survey company name G. Crew chief name �. A blank tem�pl��e can be obt�ined fr�m the survey su�aerintsnd�nt (see item I abawej S�andard Ci�� Cu� 5hee� Date: 0 TOTAL Staking Methad: � GPS STAl'ION LOCATION: city Project Number: ProJect Name: ❑ OTHER CONSULTANT/CON7RAC70R SURVEY CREW INI�'IALS ALL GRA�ES ARE TO FLOWLII�E OR TOP OF CURB �1NL��S OTHERWIS� N�T�p. PT # STATION OFFSET QESCR[PTION PROP, STAKED _ CIJT + FILL -LTI+R7 GRADE ELEV. K:�F7W_Roadway�061p182�8-8Z0_&_Mari ne_Creek�SPEC�Division-01_Gen eral-Requirements\0171 23.16.D1_Attachment A_Survey 5taking Standards.docx Page 17 of 26 X. As�buil� Survel� A. Re�inition and Purpo�e The purpose of an as-bui[t survey is to �erify the asset was installed in the proper location and grade. Furthermore, the information gathered will be used to supplement the City's G!5 data and must be in the proper format when submitted. See secrian !V. As-built sur�ey should inciude the following (addi#ional items may be requestadj: Manholes Top of prpe elevptions every 250 feet Norizonta! and vertical points of inflectian, curvature, etc. (Al! Fittrngsj Cathodic proteetron teststafions Sampling statians Meter boxes/vuults (All sizesJ Fire lines Frre hydronts Gate valves (rim Qnd top of nutJ Plugs, stub-outs, dead-end lines Air Release valves (Manhole rim and vent pipej 6low aff valves (Manhafe rim and valve lidJ Pressure plane valves Cleaning wyes Clean outs Casing pipe (each endJ lnveris of pipes Tur6o Meters K:�FTW_Roadway�061018228-Sz0_&_Mari ne_Ct-eek�SPEC�Division-01_General-Requirements�0171 23.16.01_Ai�achment A_5urvey Staking Standards.dacx Page 18 of 26 B. Example Deli►�erahle A hancE written red line by the field sur��yor is acceptable in most cases. This should be a copy of the plans with the �oint number nated by each asset, If the asset is missing, then the surveyor shoufd write "NOT FOiIlVD" to notify the Ciry. K:�F7W_Roadway�061Q1822$-$�0_&_Marine_Creek�SP�G�Division-a�_General-Requirerrients\OZ 71 Z3.16,�1_Attachmen� A_Survey 5taking 5tandards,do.cx Page 19 of 26 � �. �� ,i + I �r�� I ��I 1 ir2; +. �� r j�i�f�� ,�� _ . � � r � }t �� ' � �� `� +h f� � ;1� �r s�a{� � E �� ;:!�� r� � - �"'f � � � �� is �k,lt�� i!�� ;� � �;� =: ,� i `i. . . �I ��s. i i � r �: �; � ?�. `I li I?�� — ��'�r.- .�'�� -- — i ._. �"��F . 1il � �I .� ' . i �'I _ �. � � �+I� °`' N.17 � � �=`! a4;i� I I �Y � . �. f�-�-I��I� .:: ��,�.I�; � �,�; k �� }��j '_ S�LIIS 7��`�I�' ryI J � LL'.k 1�� I�i =�� ,� ��l�� J �;�� 1Y h ±fxri':: �r. 1�� .�L tir� li �e��=1� �'.I�_'�a �i �}d I}rr a ��i4��If�;c�' ��', I�� ,,jjE � I �i ��rr�'�'S•'� ��'ti[i�._I Y{~ ��; .# lil ,� ��{1 "��I y� ' �d a�' 4 �•` ' '' �� ' � ��'.�' ��' � -�:��'' � "�i � ' f , ks�,,_ i�� ! �`� S� �� '; ►: r � 4 ti ::-- ..-;:---�, . - Ir �� —� i�' , i�;��k��S F?A'{i j�;llr1� L'��4 � -'- ��1 --Y — � �;sr�.i�-;�—r:_ : __ . _ f�Y� '� �r�� -'s �!-.rsrl eM _� . . ��; � '��I : Ir�.�l.ti��'� � i�� .l'�'.;�'.. --_'-' �` - ��r+: ��,I.� ��'. .-: -� �� -_ F - .."'.'T:�-_ , : :k.:" ,,..'— _ �:�. � + �,..�i� �� "I, � � �'�"_ , .Fy__d, '��. .' .�� .��. i _M1. .. __�'''�`_ :.C: ' ""]."f"�':�i I..'1.1_�_.-.-,."_" � i�..F._••_I !Ii._�i.__�I__..�=-=_ � _,L'� _:;�'_:� � ��:+� _ =�:�. �i--� . ��I. � ,,.�_ i ,i .;;j;� �•F"' + --�' - `I� �: ; • .I.-._��. ,i�..a ,��_ ;t'1-, � ��i t --v4{�=f; . . { t�.�, _;F,. ,, — I ?T��'� I• � �.1_�5� . _Y'- l' �_ � --� ,� � �'��,' - -.._ ;,.: _ , .;�;'� ��' .-_ � . 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W. � �� k ;,. . d,� �- � � J. � � � k 4'�'+�y # � 6ti #'� �f ` � � YII�' � `�"1� � � �� R3YY � 'Y" r x— r� � �T �. �] Y� : „M+� !2' kJATER " � � �_ � - z•ss� . � � � x -.e•--d �r g � � O _ "� ' ' - _ C' 4 _ �. , . � 1I�rt �� = _1.:_.• S i�' �`• .��_�„� ��4r�.r '�ti..p �u�V/ I +I - rs.� �1�+ f � - � r' � � � � p+ �� ++} r � �} � �� FE�R� YL►�s7. � �'y�+ 1 o-i, #� d vF'. �'e! � 7 ,5,' /lfj`� � frF+.�4 1 i..l �- � �} + tJ �'� �;�,+r s'i,�,yfa�. R� L*e �- r��+��...n-. I� ."�l�.5�_ 37�14'�L-lW1- �Y_M_T,cFi.s1�: w�ry : i�` ,(a, N+.'Rlas' l.f�4J tYvx � f�{' ' :M3iFft7' } �F # a5S ixW �i �aesr.�rrr.s,uw ��rsr �- r s.s+��e�+x a aur uw�r �+i� ��-i ,Yti 11 � r ,titi wr tuun�x-x� sm�rz�.�r.�, � - . CU3�ECr 1ffJ°. 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I i - -- . __ =- _-[= = ='-==a : _"1—=_� i--� i'= �-�-= �k;.7a�_;�F}� ._ _ _ .:f-'- i -_-�-� i — =.1 .---: i �_ �` _: i _.�� ` =� =. _ -��- � . j _I-_' _ '_-'—i . . I : __= J,i-'-�-` � I = j� ' I I -° _ - 7 ..: : ' : _ _ � � ,--.' - � -� � -�:. I � ; " -� - : _ , ; _.._ -- = - -� � - _- . i - �: . -_�.k ��-�� ; .- ._: -- -_ i-_ . _' : .t . __ � � - -- -- •... _ ; : �-: _ _ �:I�_:'-.__-.=-�. :. _= =; -- . = =��`�:��= 1--�= � -_ � ;-:_._- I j-: -"L°':::i-: :::� .. :,��. _ ;- i =._ . _�-__ : r ' i I `- e' �=�=-�.=i=:l -- -_ ". � I =_'__ =� = .: - � - ``� -- - - - - ; ; : : � _ _ . _ . ; , , . :��.�,. .�_ � -- �� :.-_-:--:__.:- = =:-_ - = r= I --_ _' ' �'_�:i � I . . I_ ; _,i _'; i . .-� � . _. -_�? _.: � ' ' �' ' __� � . : -I =_ "i' . . : � i ' �.. �_':'-- _ ._' _ _ _ 1 ....—. :-� �: � � � Y��!�5�:_� -� - _ -_= 1=—��==---� _- � - — = � '_ . : j = "`�'` __ _�� =I j --�� I : I _ ' _ - _ �- ��.r�_--:::'-r�;::..- ----: �_' .'..:_;� _i=--.:_.:-;_ '.:�� -= =-��I� ;�=.: _ , � t.��'r� _ �:€. I �� _ - --�i i �,_.� _ - - �'-� �= -,�ifil- - -' �--' � . ==l.�x- K:�FfW_ 2� 1'01Q nt5�0171 23.16.01_Attachment AW�ur�ey Staking Standards.dacx Page 23 of 26 pbviausly the .cs� or .txt file cannnt be signed/sealed by a surveyor in the format r�quested. Th9s is just an example and all #his information should be noted when delivered to the City so it is clear to what coordinate system the data is in. pbINT NO. NaRTHIMG EASfING ELEV. 1 69d52S7,189 2296079.165 2 6346250.893 2296062.141 3 69463Q7399 2296U38.306 9 694622tl,582 2296911.D25 5 6946i95,23 2296Di5.lffi 6 G9Afi190.528 2296022.721 7 69A613fi.012 2295992.i15 8 5946{]02.2fi7 2295919.133 9 694fiUO3.D55 2295933,4f8 10 69459@4.G77 229588b.52 Si 5945996.423 2295869.892 12 6945895.qTfi 229586p.9fi2 13 6945$96.59] ).295q�i� � �fi 14 fi49S934.28ti 227r3-"1 925 15 69.45436.y27 L'2°f§°;:F.d�1 16 69q583S.678 2295�f3.747 li 6445517.468 Z29r,-,�327,C1J 18 6945759,775 229i7:q,Fra't 19 6945768.563 2295978.d2A 20 694574331s 2Z95788,392 21 6945723.219 229575A.394 22 6945fi8Z,21 22957q4.22 23 6945G22.902 22956fi4,471 24 5445fi43.407 2295736.Q3 ZS fi945571,059 2295655.195 2fi 6445539.998 22956fi7.803 �7 6945519.834 2295619_A9 I8 6945417.879 229558U.27 29 6945456.557 229561E3.145 E 30 6945387.356 2245597,1�1 31 b945370.658 229560b,793 32 �945383.53 2295630.559 33 fi945321.22$ 2295551.105 3Q 6945315.3G5 2295539.728 35 6945242.Z89 229557U.715 36 6945233.624 229.S5q9.616 37 69452p6.483 2255524.305 98 694514Z.�15 2295557.666 39 6945113_445 2245520.335 40 6945Q49.U2 2295527.345 41 6945Q41.02a 2295552.675 92 6945D38.878 2295552.T47 43 69450Q6.397 2295518.135 A4 6444344.78z 2z95520,635 45 630.4943.432 2295555.479 A6 64448G0.41& 229553A.397 DESCRIPTION 726.q9 SSMH R1�71 �xs.�ea �v RiM 725.85 GV RIM 723358 SSMH RIM 722.123 GV RIA+1 722.325 FH ?19,A48 WIUI RIM 713.391 4NM RIAd 7i3:652 GO RIM 731.b62 SSN1H R!M xio:o�� wr� ninr. %47.��. 1Nhn etlM 7�8.205 WM RIN 709.467 WM RINi 710:0$4 CO RIM 707J74 SSMH RIf41 708.392 SSMH RI�v1 7� L � ]H i5'AH F1 :" 7 irr nQ � r.� xlr�s 7t0.Gij [.0 1i�9'4 31a_ee9 G� RI� 71f..6ft¢ W#:F R�M 7'� �.7i. YVh9 R �M 7Y5.733 L61tIhiS 727 51a SShrt:l 1�12w 729.1Z3 WM IiINF 732.fi89 WIV� i'i,'[s4 �aasu w�+ n�r.t 736,451 Cd R1N{ 7R0.75( �U RIM 7A�.976 GV RIM 74U.AU8 Fii 7d6.34 WM R1M 746.777 C4? AiM 7R8.4S4 kti'M ISIx7 749.59 :u'ny oinn 751.058 W I,A F.I M 750.853 WM RIf,A 751,$�1 w;'M RIM 752.257 55.".91 i R �nn 751.79 14'+:" R�w1 751.88 1Nh4 R+M 752.fii5 �1+1r,+ F:M 752.8d1 WNi Rli 1 752.156 WM [?:"A 752.986 SSMhI R�M ,,� ��[ � L.. i� . ,1; ! , e f • . � • �r :, � � i' �� ' l/��I`+` •; ' � '�" � i � f�, a � : . � r _ n, i' : � i � . � '-' . ,_ ,r-1'i-[ �- J' � �i � i {,�� ' r' C !lr .� ' � 5 . ' . . -i•�7. E . . � •5� i , r �� , � � � }•1� i . . �� f� � M�F .,� � �,+� = .y �r i . . � , i . � �t� � ' � � � � K:\F7W_Roadway�061018228-820_&_Marine_Creek�SPEC�Division-01_Genera[-Requirements\0171 Z3.16.D1�Attachment A_5urvey Sta�Cing Standards.docx Page 24 of 26 C. �ther preferred as-built de�i►►�rable 5ome vendors ha�e indicated that it is easier to deli�er this information in a different format. Below is an example spreadsheet that is also acc�ptabl� and can be obtained by request from the survey superintendent. K:�FTW_Roadway�061018228-$z0_&_Marine_Creek�SPECLDivision-01_6eneral-Requirements�di 71 23.16.01_Attachment A_Survey 5taking Standards.dacx Page 25 of 26 .i ;i - z K:\FTW_Raadway�061D18228-8�D_&_Marine_Cree[c�SPECLDivision-01_General-Requirements\0� 71 23.16.01_AtCachment A Survey Staking 5tandards.docx Page 26 of 26 U1 7413- I CLEAAIING Page 1 of-0 ] 2 3 PART I - GENERAT, 4 11 SLIMMARY 5 G 7 8 9 IO 11 12 13 l4 SECTION 0174 23 CLEANING A. Sec#ion Includes: 1. Intermediate and �inal eleaning for Work not iilcIuding special cleaning of closed systems specified elsewhere B. Deviations from this City of Fort Worth Standard Speciiication 1. None. C. Related Speci�cation Sections include, but are nat necessarily limited to: ], Di�is3on 0-- Bidding Requirements, Contract Forms and Conditions of the Cont�•act 2, Division l —G�neral Requirements 3. Section 32 92 13 —Hydro-Mulching, Seeding and Sodding 1.2 PRIC� AND PAYN�NT PROC�DURES 15 A. Measurement and Payment 16 1, Work associated with this Item is considered subsidiary to the various Items bid. 17 No separate payment will be allowed for t13is Ite�n. 18 1.3 REFERENCES [NOT US�D] I9 1.4 ADMINISTRATXVE REQUiKEMENT� 20 A. Scheduling 21 ]. Scliedule cleaning aparations so that dust and ath.er cotztaminants disturbed by 22 cleanin� process will not fall on newly painted s�.rfaces. 23 2. Schedule #inal cleaning upon campletion of Work and immediately priar to final 24 inspection. 25 1.5 SUBMITTALS �1VOT iTSED] 26 I.b ACTION SUBMITTALS/LNFURMATIONAL SUBMITTALS �NOT USED] 27 1.7 CLOSEQUT SUBMXTTALS [NOT USEDI 28 1.8 MAINTENANCE MATERiAL SUBM�TTALS �NOT USEI}] 29 30 31 32 33 1.9 QUALITY ASSURANCE [NOT USED] 1.10 STORAGE, AND FIANDLING A. Storage and Hand�ing Reyu3rements 1. Store cleaning products and cleaning wastes in eontainers specifically designed for those materials. CITY OT �ORT WpRTH Intersection Imprnvemants aC 820 & Marine Creek Paricway Phase 1 STANDARd CaNSTRUCTION SPECTP'[CATIdI� DOCUMENTS CPN 101385 Revised duly [, 2� l ] O] 7423-2 C1.EAI�iINC Page 2 of 4 1 1.11 FI�LD [SIT�] CONDITIONS [1VOT USED] 2 i.12 WARRANTY [NOT U�ED] 3 PART�- PRODUCTS 4 2.1 OWNER-FURNISHED [oRj OWN�R-SUPPLTEDPRODUCTS [NOT i7SED] 5 2.2 MATERIALS 6 A. Cleaning Agents 7 1. Compatible with surface being cIe�ned S 2. New and uncontatninated 9 3. Far manufactured surfacas 10 a. Maierial recota�mended by manufacturer 11 2.3 ACCESSORIES [NOT II�ED] 12 2.4 SOURC� QiTALITY CONTROL [NOT USED] 13 14 15 16 17 18 19 20 21 22 23 2� 25 26 27 zs 29 3a 31 32 PART 3 - EXECiTTION 3.1 INSTALLERS [NOT IISED] 3.ti EXAMINATION �NOT USED] 3.3 PREPARATION [NOT USEDJ 3.4 A�PLICATION [NOT USED] 3.5 REPAIR / RESTORATION [NUT US�D] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [ou] SITE QUALITY CONTROL [NOT USED] 3.8 S�.'�TEM STARTIIP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING A. General 1. Prevent accumulation of wastes that ereate hazardous conditions, 2. Conduct clear►ing and dispasal operations to comply with laws and safety orders of governing authorities. 3. Do not dispose of volatile wastes such as rnineral spirits, oil or paint thinner in starrn or sanitary drains or sewers. 4. Dispose of degradable debris at an approved solid waste disposal site. 5. Dispose of nondegradable debris at an appro�ed solid waste disposaI site or in an alternate manner appraved by City ar�d regulatory agencies. CITY OF FORT WORT'H IntarsecEion Improve�nents �t 82U & Marine Creek Parkway Phase 1 STANDARD Cd]+FSTRUCTION SPECIFICATION DOCi.JM�NTS CPN ID1585 l�evised Jidy l, 2Dl 1 017423-3 CL�ANING Page 3 of 4 1 6. Handle rr3aterials i�� a controlled manner with as few handlings as possible. 2 7. Thoroughly clean, st�veep, wash and polish all Worl� and equipment associated wiih 3 this project. 4 $. Reinove aII sign,s of temporary construction and activities incidentaI ta constructian 5 of required per�r�azyent Work. 6 9. If project is not cleaned to the satisfaction of the City, the City reserves the right ta 7 have ihe cleaning completed at the expense of the Contractor. 8 l 0. Do not burn on-site. 9 B. Intermediate Cleaning during Construction 10 1. Keep Work areas clean so as no.t to hinder health, safaty or convenience oF 11 person.nel in exisfiin� facility operations. 12 2. At maatimum weekly iniervals, dispose of waste materials, debris and rubbish. 13 3. Confne constructian debris daily in strategically located container(s): 14 a. Cover to prevent blowing by wind 15 b. Stare debris away from consfruetion or operational activi�ies 16 c. Haul from site at a minimum of ance per week 17 4. Vacuum clean interior areas �vhen ready to recei�e finish �ainting. 18 a. Continue vacuum eleaning on an as-needed basis, until Final Acceptance. i 9 S. Prior to storm e�ents, thoroughly clean site of all loose ar unsecured items, which 20 may became airborne or transpartecE by flowing water during the storm. 2] 22 23 24 25 26 27 28 29 30 3] 32 33 34 35 36 37 38 39 40 4] 42 C. Interiar Final CIeaning 1. Remove grease, mastic, adhesiv�s, dust, dirt, st�ins, fingerprints, [abels and other %reign rnaterials from sight-exposed surfaces, 2. Wipe all lighting fixture reflectors, Ienses,lamps and trims clean. 3. Wash and shine glazing aild mirrors. 4. Palish glossy suriaces to a clear shine. 5. Ventilating systems a Clean per�rnanent filtecs ai�d repiace disposable filters if units were operated during construetion. b. Clean ducts, bTawers and cails if units were operated without filters during canstruction. 6.. Replace all burned aut lamps. 7. Broom clean process area floors. $. Mop nf�ce and control room floors. D. Exterior {Site or Right of Way) Final Cleaning 1. Rem�ve trash and debris containers froin site. a. Re-seed areas disturbed by loeatior� a£ trash ai�d debris containers in accordance with Seetion 32 92 13. 2. Sweep roadway to remave all rocks, pieces of aspl�alt, concrete or any other object that may hinder or disrupt the flow of traffic along the roadway. 3. Clean ariy interior areas including, bt�t not limited to, vaults, manhales, structures, junctian boxes and inlets. CIT"Y QF FORT WORTH Interseceinn Impravements at $20 & Mazine Creek Pazkway Phase 1 STANI7ARD CDir15TRUCTION SPL;CIFICATI�N DOCUMEN'I'S CPN 1O1S85 Revised 7uly 1, 201 l 017423-4 CLEANING Page 4 of 4 1 �4. If no longei• required for maintenance of erosion faeilities, and upon appraval by 2 City, remove erosion controj from site. 3 5. Clean signs, lights, signaIs, etc. 4 3.11 CL�SEOUT ACTIVITIES [NOT iTSED] 5 312 PROT�CTION [NOT USED] 6 3.13 MAiNT�NANCE [1VOT U�ED] 7 3.14 ATTACHMENTS [NOT US.�D] S 9 DATE NAME IO END OF SECTTON Revision Log SUMMARY OF CHANGE CITY OF FORT WdRTH Intersection Improvaments at 820 & Nfarioe Creek Parlcway Pbase 1 STANDARD CONSTRUCTION SPECIFICATION DOC[IMENTS CPN ID1585 Revised 3uly 1, 201 l o� �� i�- � CL05�OUT RCQUIRCMPNTS Page 1 of 3 1 2 3 PARTI- GENERAL 4 1.1 SUMMARY 5 b 7 8 9 10 11 12 1.� SECTION �1 q719 CLOSEOUT REQTJIREMENTS A. Section Ineludes: 1. The procedur� fnr closing out a contract B. Deviations from this City of Fort Warth Standard 5peciiication 1. None. C. Related 5pecif cation Sectial�s include, but are not necassarily limited to: 1. Divisio�� 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Di�ision ] — General Requirements PRICE AND PAYM�NT PROC�DURES 13 A. Measurement and Payment 14 1. Work associated with this Itern is considered subsidiaiy to tl�e various Items bid. 15 No separate payment wi11 be allowed for this Item, 16 1.3 REFERENCES [NOT USED] l7 1.4 ADMINISTRATIVE REQUIREMENTS 18 19 2U 21 22 23 24 25 26 A. Guarantees, Bflnds and Affidavits 1. No application for iinal payment wi11 be accepted un�il all guarantees, bonds, ce�•tificates, licenses and affidavits required for Work or equipment as specified are satisfaeiorily filed with the City. B. Release of Liens ar CIaitns l. No applicat�on for final payment will be aceepted until satisfactory evidence of release of liens has been submitted to the City. !.5 SUSMITTALS A. �ubmit all required documentation to City's Project Representative. CITY OP' F�RT WOAT`k3 Intersection Improvements:at $20 & zvlarine Creek Parkway Phase 1 STAI+iDARD CONST'RUC7']ON SP�C[FTCATION DC)CUMENTS CPt�I 101585 Revised Match 22, 202 ] 01 77 19 - 2 CLpSEpUT 12EQUIIt�IvICNTS Page 2 vf 3 1 1.6 INF4RMA.TXONAL SUBM�TTALS [NOT USED] 2 1.'� CLOSEOUT SUBNIITTALS [NOT Y]SED] 3 PART 2- PRODUCTS [NOT IISEDJ 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION �1VOT USEDI 8 3.4 CLOSEOUT PROCEDURE 9 A. Prior to requesting Fina] Inspection, sub�nit: 10 1. Project Reeord Documents in accordance with Section Ol '18 39 11 2. Operation and Maintenance Data, if required, in accordance with Section O 1'78 23 12 B. Peior to requesting Final Inspection, parform fmal cleaning in accordance witM Section 13 O1 74 23. 1� I5 16 17 18 14 20 z� 22 23 24 2S 26 27 2$ 29 34 31 32 33 34 35 36 37 38 C. Finallnspection 1. Aier #'snal cleaning, provide notice to the City ProJect Representative that the Work is completed. a. The City will make an initial Final Inspection �vith the Contractor present. b. Upon completion of this ii�spection, the City will noti�r the Coni�•actor, in writing within 1� business days, of any particulars in which this inspectinn reveals that the Work is defective or ineompiete. 2. LTpon receiving written notice from the City, immediately undertake the Wark required to remedy deficiencies and eomplete the Work to fhe satisfaction of the City. 3. The Right-of-way shall be cleared of a11 construction inaterials, harricades, and temporary signage. 4. Upon cornpletion of Work associated with the items listed in the City's written notice, inform the City, that the required Work has been complet�d. Upon receipt af this notice, ihe City, in the presence of ihe Contractor, will make a subsequent Fina1 Inspection of the praject. 5. Provide all special accessories required to plaee eaeh item of equiprnent in full operation. These special accessory items include, but are not limited to: a. Specifiec3 spare parts b. Adequate oil and grease as required far the first luhrication of the equipment c. Initial f Il up af all chernical tanks and fuel tanks d. Light bulbs e. �uses f. Vault keys g. Handwheels CITY OF FOTtT WORTH Intersection Impravemenls at 82D & Marine Creek Parkway Phase I STANDARD CONSTAUCTEON SP�CIFTCATIOIV DOCUMENTS CPN 101585 Revised March 22, 2021 ai��t9-3 CLpSE0iI7' ILEQUIR&M&NT5 Page 3 of 3 ] 2 3 4 5 6 7 8 9 10 l} 12 1� 14 i5 16 17 18 ]9 24 h. Other expendable iterns as t•equired for initial start-up and operation of a11 equipment D. Natice of Froject Completion 1. Once the City Project Representati�e finds the Work subsequeni tn �'ina] Iilspection to be satisfactory, the City will issue a Notice of Project Campletion (Gr�en Sheet). E. 8upporting Documentation 1. Coardiilate with th� City Projeet Representative to complete the foIlowing additional forms: a. Final Payment Request b. Statement of Contract Time c. Affidavit of Payment and Release of Liens d, Consent of Surety tQ Final Payment e. Pipe Report {if required) f. Conta�actor's Evaluation of City g. Perfar�nance �r�aluation of Contractor F. Letter of F'rnacl Acceptance ]. Upon �•eview and acceptance of Natica af Pro�ect Completion and Supporting Documentation, in accordance with General Condatioils, City will issue Letter of Final Acceptance and release the Pinal Paymez�t Request for paymant. 3.S REPAIR 1 R��TORATION [N�T USED] 21 3.6 RE-TNSTALLATI�N [NOT USED] 22 3.7 FIELD [on] SXT� QiTAL�'I'Y CONTROL [NOT USED] 23 3.S SYSTEM �TARTUP jNOT IISEDJ 24 3.9 ADJUSTING jNOT USED] 25 26 3.10 CLEANING [NOT ITSED] 3.1I CLOS�OUT ACTIVITIES [NOT �FSED] 27 3.12 PROTECTION [NOT [TS�D] 28 3.13 MAxNTENANCE [NOT USED] 29 3.14 ATTACHMENTS [NOT USED] 30 END OF SECTION Re�vision Lag. DA'TE NAME S[ 1MMARY O�' CNANGE 3/22/2021 M. Owen 3.4.0 Added language ta clarify and emphasize requirement to "Clearing ROW" 31 GI'CY OF P'ORT WORTH Intersa�tion Im�rovements at 82d &c Marine Creek Parkway Phase 1 STANDARD CON57'RLJCTION SPECITTCATIdN DOCiIIvIENTS CPN 101585 Revised March 22, 2021 01 78 23 - 1 OPI'sRATI01+1 A7VD MA[3�fTENANCE DATA Page I oF5 1 2 3 PART1- GENERAL 4 1.1 SUMMARY 5 6 7 8 9 1Q II 12 13 I4 15 1B 17 1.2 18 19 2Q 21 1.3 SECTION 0178 �3 OPERATION AND MAINTENANCE DATA A. 5ection Includes; 1. Produet data and related information appropriate for City's inaintenance at�d operation of products furnisT-►ed under Contract 2. Such products may include, but are not limited to: a. Traffic Gontrollers b. Irrigation Conirollers (ta be operated by the City} c. Butterfly Valves B. Deviations from this Ciiy of Fort Wor�h Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited ta: 1. Division Q— Bidding Requirements, Contract Foz'ms and Canditions of the Contract 2. Division 1— General Requirements PRICE AND PAYMENT PR4CEDURES A. Measurement and Payment 1. Work associated with this Item is considei�ed subsidiary to the various Items bid. No separate paytnant will be allowed for this Item. REFERENCES [NOT USED] 22 1.4 ADMINT�TRATIVE REQUIREMENTS 23 A. Schedule 24 1. Suhmit manuals in final form to the Czty within 30 calendar days of product 25 shipment io the project site. 26 1.5 SUBNIITTALS 27 A. Subrni�tals shall be in aecordanee with Section O1 33 00 . All submittals shall be 28 approved by the City prior ta delivery. 29 1.6 INFORMATYONAL SUBMITTALS 30 31 32 33 34 35 3b 3.7 A. 5ubmittal Form 1. Prepat'e data in for�n of an instructional manual for use by City personnel. 2. Forrr�at a. Size: 8%a inches x 11 inches b. Papar 1) 40 pound minimum, white, for typed pages 2) Holes reinforced with plastic, cloth or metal c. Text: Manufacturer's printed data, or n�atly typewritten CITY Or PORT WORTH Intersection imprnvemenis at 820 6c Marine CYeeEc Parkway Phase l STANDARD COI�[STRUCTION SPCCI�ICATIQN DpCUMENTS CPN 101585 Revised December 20, 2012 Ol 7823-2 DPERAT"ION AND NSAINTEIrIANCE DATA Page 2 of 5 1 d. Drawings 2 1} Provic�e reinforced punched binder tab, bind in witl� text 3 2} Reduce larger drawings and fold to size of text pages. 4 e. Provide fly-leaf for each separate product, o�• each piece of aperating 5 equipment. 6 l) Prnvide typed description of product, and major camponen# parts of 7 equipment. 8 2) Provide indexed tabs. 9 f. 10 m Caver 1) Identify each �olume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". 12 Z) List: 13 a) Title of Project 14 b) iden#ity of separaie structure as applicable 15 e) Identity af general subj�ct matter covered in the manual 15 Binders 17 a. Commercial quality 3-ring binders wiY.h durable at�d cleanable plastic co�ers 18 b. When multiple binders are used, correlat� the data into relaied cartsisteni l9 gt'oupings. 2Q 4. If available, provide an eleetronic form of the O&M Manraal. 21 22 23 24 25 26 27 28 29 3a 3l 32 33 34 35 36 37 38 39 40 4I 42 43 44 45 46 47 48 B. Manual Content 1. Neatly typewritten table af cotttents for each voIume, arranged in systematic order a. Contractor, name of responsible prineipal, address and telephone number b. A list of each product required #o be included, ind�xed to content of tlie volume c. List, witli each produet: 1) The na�ne, address and telephone number of the subcontractor or installer 2) A list af each product required to be included, indexed to content of fhe �volume 3) Identify area of responsibility of each 4) Local spurce af supply for par�s and replacement d. Identify each product by product name and othez' identifyirtg symhols as set forth in Contract Dacuments. 2. Praduct Data a. Include only those sheets which are pertinent to tl�e specific product. b. Annotaie each sheet to: 1) Clearly identify specifc product or part installed 2) Clea�•ly identrfy da#a applicable to Ens.tallation 3) Delete references to inapplicabl� inforrz�ation 3. Drau+ings a. Suppiement product data with drawings as necessary to clearly ilIustrate: 1) Relations of camponent parts of eq�ipment and systems 2} Control and flow diagrams b. Coordinate drawings with information in Project Record Dvcuments to assura correct illustration of cornpl�ted installation, c. Do not use Project Record 17rawings as maintanance drawings. 4. Written te�t, as required to supplement product data foz' the particular installation: a. Organize in consistent format under separate headings %r dif%rent procedL�res. b. Provicfe 1ogi�cal sequence of instructions of each procedure. CiTY OF FORT WQRTH Intersectinn lmprovements at 820 Bc ivIarine Creek Parkway Phase 1 STANDARD C�NSTRUCTION SPECIF[CAT[ON DO�LIM�.N']'S CPN 1�15$5 Itevised December 20, 2d12 017823-3 OPERA7TON ANR MAINi ENANCE DATA Page 3 of5 1 S. Capy of each warranty, bond and service contract issued 2 a. Provide information sheet for City personnel giving: 3 1) Aroper procedures in e�ent of faalure 4 2) Instances which migk�t affec# validity of warranties or bonds 5 C. Manual for Materials and Finishes 6 1. Submit 5 copies of complete manual in final form. 7 2. Content, for architectural products, applied materials and finishes: 8 a. Manufacture�•'s data, giving full i.nformation on products 9 1) Catalog numher, size, composition 10 2) Co�or and te�ture designations I 1 3) Infortnation required far reordering special manufactured praducts 12 b. Instructions for care and maintenance l3 I} Manufacturer's recommendation for types of cieaning agents attd methods 14 2} Cautions ag�.inst cleaning agents and methods which are deiz'irt�ental to 15 product 16 3) Recomm�nded schedule for cleaning and maintenance 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 3�} 35 36 37 38 39 40 41 42 43 44 45 46 47 �8 3. Cantent, far moisture pratection and weather exposure products: a. Manufacturer's data, giving fiill information on products 1) Appjicable standards 2) Chemical composition 3) Detalls af installation b. Instructions for inspection, �naintenance and repair D. Manual for Equipment and Systems 1. Submit 5 copies of complete rnanual in �inal farm. 2. Content, for each unit of equipment and system, as appropriate: a. Description of unit and cotnponent parts 1) Function, nnrmal operating characteristics a.nd limiting conditions 2) Performance curves, engineering data and tests 3) Compl�te namenclature and commercial number of replaceable parfs b. Operating procedures 1) Start-up, break-in, routine and normal aperating instructions 2) Re�ulaYion, control, stopping, shut-down and emergency instractions 3) Summer and winter operating instructions 4) Special operating instructions c. Maintenance procedures I) Routine operations 2) �uide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Alignrnent, adjusting and ehecking d. Servicing and lubrication schedule 1) List of lubricants required e. Manufacti.u•er's printed operating and maintenance instructions f. Description af sequence of operatinn by control manufacturer 1) Predi�ted life of parts subj ect to wear 2) Items recomm�nded ta be stoeked as spare parts g. As installed confral diagra�ns by cpntrols manufacturer h. Each contractar's coardination drawings 1) As insialled color eoded piping diagrarus CiTY OF !'ORT WORTH Intersection lmprovaments aE 820 & Marine Creek Parkway Phase ] S`C'AIVI]AILD CON5TRUCTION SPECIPICATION DQCUMENTS CPN 1O158S Revised December20,20i2 O17823-4 OPERAT[ON AND MAINTETIANCE I7ATA Page 4 of 5 I 2 3 4 5 6 7 8 9 10 11 12 13 14 1S lb 17 18 19 24 21 22 23 24 25 26 27 28 29 3 ►,� i � k. Cantent, for each electric and el�ctronic system, as appropriate: a, Description of s�stem and component parts 1) Function, normal operating characte.ristics, and limiting canditions 2) Perfor3�.ance curves, engineering data and tests 3) Cornpl�te nomenclature and cornmercial number of r�placeable parts b. Cireuit directories of panelboards I ) ElectricaI service 2) Controls 3) Coinmunications c. As installed color coded wiring diagrams d. Op�rating procedures 1} Routine and normal operating instructions 2} Sequenc�s required 3} Special operating instructions e. Maintenanee procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Adjustment and checking % Manufacturer's printed operating and main#enance instruc#ions g. List of original manufactltrer's spare parts, manufacturer's current prices, and recomrnended quantities to be maiittained in storage h. Other data as required under perkine��t Sections of Specificatians Prepare and include additiona] data when the need for such data becomes apparent durir►g instruction of City's personnel. Charts pFvalve tag numbers, with location and function of each valve List of origtnal manuiacturer's spare paris, jnanufacturer's current prices, and recommended quantities ta he ma.[n�ined in storage Other data as required undei• pet�inent Sections of Specifications 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIA.L SUBMITTALS [NOT USED] 32 1.9 QUAL�TY A55URANC� 33 A. Provide operation and maintena��ce data by personnel with the folfowing criteria: 34 1, Trained and experienced in maintenance and operatian of described products 35 2. Skilied as technical writer to the extent �•equired to cat�municate essential data 36 3. Skilled as draftsman competent to prepare required dra�vings CITY OP P�RT WORTH Intersection ImprovemeuYs at 620 & Marine Creek Parkway Phase l STAND�112D CO1V$TRi7CTION SPECIFICATION DOCUMENT$ CPN 1DL585 Revised December 20, ?012 017823-5 OP�RATI03V AND MAINT�.I�ANC� DATA Page 5 oF5 1 1.10 D�LIV�RY, STORAGE, AND HANDLING [NOT IIS�D] 2 1.11 FIELD [SITE] CONDITXONS [NOT USED] 3 1.1ti WARRANTY [NOT USED] 4 PART � - PRODIICTS [NOT IIS�D] 5 PART 3- EXECUTION [NOT USED] � END OF SECTION 7 Revisian Log DATE AIAME SiJMMARY OF CHANG� 8/31/2012 D. 7olu�son 1.S.A,1 —title of section removed CITY OF FpR7' WORTH Interseciion Impranements at 820 & ivIarine Creek Parkway Phase 1 STANf17ARD CONSTRUCTICl1V SPECIFICA7'lON DO�LTM�NTS CPN 101585 Rev ised DecemUer 20, 24l 2 Q l 78 39 - l PR0IECT E2ECORD DOCUMENTS Yage 1 of 4 1 2 3 PART1- GEN�RAL 4 5 6 7 8 9 10 lI 12 13 14 15 16 1� I.I SIIMMARY �ECT�ON O1 78 39 PRDJECT REC4RD D�CUIV�NTS A. Sectian Includes: 1. Work associated with the documenting the project and reeording changes to praject dacuznants, including: a. Record Drawings b. Water Meter Service Reports c, Sanitary Sewer Service Repor�s d. Large Water Meter Reports B. Deviations from this City of Fort Warth 5tandard Speci�cation 1. Nane. C. Related Speciiieation Seciians include, but are not necessarily limited to: 1. Di�ision 0-- Bidding Requiremenls, Contract Fortns and Conditions of the Contract 2. Di�ision 1— General Requiz'�ments 1.3� PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment I9 I. U74rk associated with this Item is considered subsidiary to the various Items bid. 20 No separate paytnent will 6e allowed far this Item. 21 1.3 REFERENCES [NOT USED] 22 23 1.4 ADMINISTRATNE REQUIR.EIVIENTS [NOT USED] 1.5 SUBMITTALS 24 A. Prior to submiiting a requesl %r Final Insp�ction, deliver Project Record Documents ta 25 City's Frajeci Representative. 2b ].G ACTION SUBIVIITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 28 29 30 31 32 33 34 35 36 1.7 CLOSEOi7T 5i7BMITTALS [NOT USED] 1.$ MAZNTENANCE MAT�RIAL SUI3MITTALS [NOT US�D] 1.9 QUALYTY ASSLTRANCE A. Accuracy of Records 1. Thoroughly caordinate changes within the Aecord Doc�ments, making adequate and proper entries on each page of Speciftcations and each she.et ofDrawings and other pocuments where such entry is required to show the change properiy. 2. Aecuracy of records shall be such that fuLure seat•ch for items shown in the Contract Documents may reIy reasonably on infarmation a6tained fram the approved Project Record Docu�enis. C1TY QF FpRT WORTH Intersectian ImproWemants at 820 & Marine Creek Parkway Phase 1 STANDARI7 CONSTRUCTIOH SP�CIFICAT10.1� DOCUMENTS CPN 1015$5 Itevised )uly ], 2011 Ol 78 39 - 2 PRO,�ECT RECORD 170C1JN[ENTS Page 2 ai4 1 3. To faciliiate accuracy of records, make entries within 24 hours afte:r receipt of 2 information that tha change has occurred. 3 4. Provide facfual information regarding a11 aspects af �he Work, bath concealed and 4 visible, to enable future modific�tion of the Work tn proceed without lengthy and 5 expensive site measurement, investigation and examination. 6 1.10 STOR.AG� AND fiANDLING 7 8 9 10 11 12 13 14 15 � A. Storage and Handling Requirements l. Maintain t�e job set of Record Documents comple�ely protected from deterioration and from loss and damage until completion af the Work and transfer of alI recorded data to the fmal Project Record Documents. 2. In the event of loss of recorded data, use means necessaty to again secure the data ta tl�e City's approval. a. In such case, provicfe replacements to the standards originally required by tl-►e Contract Documents. 1.Y1 FIELD [SITE] CONDITIONS jNOT USED] 1.12 WARR�NTY [NOT USED] 17 PART 2 - PRODUCTS i 8 2.1 OWNER-FURN�ISAED [o�] OWNER-SUPPLIED PRODUCTS [NOT USED] 19 20 21 22 23 24 25 26 27 �.� RECORD DOCUNI�NTS A. Jab set 1. Promptly following receipt of the Notice to Praceed, seeure from the City, at tto charge to the Contractor, 1 camplete set of all Dacuments eomprising the Contract. B. FinaI Record Documents 1, A# a time nearing the completion of the Work and prior to Fin�3 Inspection, provide the City l complete set af a11 �inal Record Drawings in the Contract. 2.3 ACCESSORIES [NOT USED� 2.4 SOURGE QUALITY CONTROL [NOT USED] 28 PART 3 - EXECUTION 29 3.1 1NSTALLERS [NOT IISED] 30 31 32 33 34 35 3.� EX,ANIINATION [N�T USED] 3.3 PREPARATION [NOT USED] 3.4 MAINTENANCE DOCUMENTS A. Maintenance of Job Set 1. Immediately upon receipt of the job set, identify each of the Dncuments with tha title, "RECORD DOCi.TMENTS - JOB SET". CITY OP FORT WOI�TH [ntersection Impro�ements at 820 $ Marine Creek Parkuray Phase I STANDARi7 CONSTRUCTION SPECIFICATION DOCiJMENTS CPN ]01585 Itevised 7uly ], 2011 OI 78 39 - 3 PRQdECT RECORD I]OCUMENTS Page 3 of 4 1 2. Preservation 2 a. Considering the Contract completion time, the grobable number of accasions 3, upon which the joh set rnust be taken c�uf foz' new eitt��ies and for examinatioii, 4 and the conditions under which these activities vt+ill be perfQrmed, de�ise a 5 suitable method for pratecting the job set. G b. Do not use the job set for any purpose except entry of new data amd for review 7 by the City, until start of transfer of data to final Project Record Dacuments. S c. Maintain the jab set at the site of work. 9 3. Coordinatian with Canstructzan �uivey 14 a. At a minimum, in aceordanee with the intervals set forth in Section O1 71 23, 1 i clearly mark any deviations from Contract Documents associated with 12 installation of the infrastructure. 13 14 15 Ib 17 18 19 20 2I 22 23 24 25 26 27 28 29 3D 3I �z 33 34 35 36 37 38 39 4D 41 42 4. Making enteies on Drar�r�ings a. Record any de�iations from Contract Documents. b. Use an erasabl� color�d pencil (not ink or indelible peneii), clearly des�ribe the change by graphic ]ine and note as required. c. Date alI entries. d. Call attention to the entry by a"cloud" drawn around the area or areas affected. e. In the event af overlapping changes, us� diff�rent colors for the overlapping changes. 5. Conversion of schematic layouts a., in soine cases on the Drawings, arrangernents of conduits, circuits, piping, ducts, and similar items, are shown schematically and are not intended to poriray precise physical layout. 1) Final physical arrangement is d�termined by the Contracto�•, subjeet to the City's approval. 2) Houvever, design of f�ture modifications af the facility may require accurate information as to the �naI physical layout oiitems whicl� are show� only sehematically on the Drawings. b. Show on tha job s�i of Reco.rd Drawing�, by dimension accurate to within 1 inch, the centerline af each rura nf items. 1) Fina1 physical arrangement is determined by the Contractor, subject to the City's approval. 2) Show, by s�mbol ar note, the �ertical location ofthe Item ("under slab", "in ceiling plenum", "exposed", and th� like}. 3) Make all identiiication sufficiently descriptive that it may be related reiiably to tha Specificatians. c. The City may wa[ve the requirements for conversion of schernatic layouts where, in the City's judgment, cnnversion serves no useful purpose. However, da not rely upon waivers being issued excepi as specifically issued in writing by the City. B. FinaL Project Record Documents 43 l. Tr�nsfer af data to Drawings 44 a, Carefully transfer change data shown on the job set of Record Drawings to the 45 corres�aonding final dncumer�ts, coordinating the changes as required. 46 b. Cleaxly indicate at each affEcted detail and other Drawing a full description of 47 changes rnade during construction, and the actual location of iterns, CI1'Y Or PORT WORTH Iniersection Improvements at 820 & Marine Creck Parkway Phase 1 5Tr1NDARD CONS'1'1tUC`I'fON SPECII�[CATION DOCi.1MINT5 CPN 1D1585 Revised July 1, 2011 01 78 39 - 4 PRp.IECT RGCQR� DOCUMENTS Page 4 of 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 2�4 25 c. Cail attention to each entry by drawing a'"cloud" around the area or areas affected. d. Make changes neatly, consistently and wi#h the proper media ta assure longe�ity and claar ceproduction. 2. Transfer af data to other pocuments a. If the Docuin�nts, other than Drawings, have been kept clean during pragress of the Work, and if entries thereon have heen orderly to the appraval of the City, the job set of thase Documents, other than Drawings, will be accepted as final Record Documents. b. If any such Document is not so agproved by the City, secure a new copy of that Dacument from the City at the City's usual chargE for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3,� REPAIR 1 RESTORATION [NOT USED] 3.6 RE-INSTALLATION jNOT U�ED] 3.7 �+IELD [an] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT U5ED] 3.10 CLEANING [NOT USED] 3.11 CLUS�OUT ACTIVITI�S [NOT USED] 3.12 PROTECTION [NOT iTSED] 3.1.3 MAINTENANCE [NOT US�D] 3.14 ATTACHMENTS [NOT USED� END OF SECTION Rerrision Log DATE NAME SUMMARY OF CHANGE 2b CITY OF FORf WORTII [nterseciian Improve�nants at 820 & Marine CYeek Parkwa}� Phase l S'PA13I]ARD CONSTRUCTION SPECIFICATION DOCUMEhfTS CPN ]O1585 Aevised 7uly I, 241 l APPENDIX GC-4.02 Subsurface and Physical Conditians r_r-�_n nn TT..,�o..,�,.,,,,n.a n.,,.;t;�:o� GC-b.06.D Minarity and Women Ovaned B�tsiness Enterprise Compliance GG6.07 Wage Rates r�ry � no na...,..:+� .,„a rrf,t;+;�� r�r ti �n rr,.,,,a;.,,,..;_.,:r..+;,.,.. nn n i �cn n�t�„dv,.t n a o„r� t... .. � .... .. CITY �P FORT WORTH Intersenrion lmprovements at $2Q & Marine Creek Parkway Phase l STANDACiD CONSTRUCTIQN SPECIFICATION DOCUMEN75 CPN 1015$5 Ravised Ju2y 1, 20] I ��4e�2 S�bsa��°f�.ce ��n� �P�ny�ic�� m�d��aa�� 7[']FI][S PA��E �L��'T ]�l`TTEl�TTI01\T�.]�L� �g,.A�][� CITY QF FORT WORTH STANDr1RD GONS'I'f2UCTION 5PECI� ICA'1'ION DOCUMENTS lntersection Improvements at 820 & Marine Creek Parkway Phasc 1 CAiV 101585 ltevised Jaly l, 20l I G�O�"�CWNICAL �IVCINE�RIfdG SiU�Y iU��! LANI� IIYi'�R4V�f1��i�TS — �HAS� 1 iVIARIf�� C��K PARKWAY AT iVW LOOP 8�0 FORi WORib, T�XAS �resented To: Kimley-Fiorn and Associat�s, Inc. December 2021 �ROJ�C� N0. 1�3-�0-3i� (�evisian �) �,�.� �h7�ii�Y��'F�CC�1�, I1��, 7(�361'ebblc, L'll'ivc Nurt t��rtl�, `I'+sx�s'iG1S8 ►s`11'1v crn�Cn�� cam L��c�ml��r � , ��2 � ��po�¢ �n, �Q3-�0-�7� {R�visit�r� �) I�lit�ley-I-Ic�rr� ar�d A�R��Fp#�s, C"; . �09 �h��'y Str��t, S��I�� I ��D �ori Wa�� 1'ex�� 1 t�� Attr�; I�i�. D�r�� L�aCla�re ��±��.rr��rd, P.E. ��T�G�N!G�►i. �!��?lR��R�1�� 1JElY 'i°L1RiV �A�f€ INI�F�r'V�NS�E�;� - �� 1 [�EY!°a�lAb� �#�E�[!�y �`A�tkC�1�1� AT I�'kR1 L�n�' 8?4 �V'�1� ■YLfj� 1 �i ��i4�t7 ��i �Jis. Sf'1Ut'i1�id: ��bm�tte_d f�ere �r�±he r��l#� �f ��e�#�v!:^��YI ��:�in��ri�g ��u�y f�r t�� r�t�F�€��d prc�jeci, 7�i� sl��dy wa� ��riUrrr�� lll �17�i`�� C"1�GOid�i'G� v�riYh ��'�� r�pos�l 1�-�8�8 (R�y,k,�.�t-�� CJ�L�� x}�F+f�ml�ai �3, ��. Tl;� geot��hr�ic2�1 ser,ric�� ►�e�� a�t;;^rf�ed �+I� IPD �'��:rnb�r� ��6� ��8 d�t�t� S�; �Pm�e� ��, ��+�. �tt�l�e�e;l�g �n��ys�s and ��;ammendati�ns ��e c��t�ln�d i�r }!�:� text SeGtio�� of the r�p;.5rl. f��1:s of ��r fie��i arid I��vr�tary+ w��+i�es �r� rr��lu��e� I.n lh€� �p��ndivc �P lf�� r�;,�rt. VIJ� ��":d ap�: p�jate th� o��-y►��ty l� t�e ��in5idered for pfQvi:�+:�,� tf�� r��t�r�a��a ��gi;�e�rlr�� nd �e^I�c�r�ic�� ob��rr��.��er �en.^�e� durin� t�e �an��ructian p��+�p vf lh;s �ar►:;sWt. tdV� �ppl'ec9ate �he cp��tunitv Eo k�e af €e^;;^� t� �i:t�l�y-Worn �!�J A�s�ci�utes, I�c. Pi��e c�nt��f �s ify�t� t��u� ar�y q��es#i�r�a �r �f we m�;+ I�� oi ��r�her ��fvi�� at 1hEs ��rr�. Re�pec�f�lly �w'��::±�ed� ��t��i��r�t�c� [r��. 'I'nk,�S fanr:i iiCGtc�RdTea!� Rti;�- S'-�17' �� . +�� Jarri� �', S��ir�gior IV, P.�. �r�� nt "i'exas 4V�_ �74J2 ��_ � ,� ��s,t�`��•�+�• ��'�-,-.�'� � i � ,r • � �#+' #�� _ ;* ► i:....i��i*.......irti�.....i ; .�Fi�u4E5 �. ��kf'F��11�TOta� l� � �... ..+F�fFs��,.+tf.FF�....� / "��ti". 9T44� i,.�� +�� {��'Eh�S�-� _��.� ��,� ��;r�� .�� eopi�s s�bmlt#ed' (� ) Ni�. D�:�a L.��!�f�� hk�r�rt�, f�,� , I�Ifnl�y N�m �n� �ssacfstes, lhc. �+�makf} f�kanot (�17i �841],�[Ili f��; �817] iR�J.th1sA} �YlekFn �N�7� Elk4 �� ABLc� OF CON'T'�P]iS Page 1.0 I NTRObIJCTION 9.9 General--------------- 1.2 Purpose and Scope 1.3 Report �ormat ------ 1 1 1 2.0 F[ELD EXPLORATION Af�Q LABORATORY TESTING-----------------------------------�-�-------------- 2 2.1 Field Exploration -----------------------------------------------------------___.._----------------------------- 2 2.2 Laboratory Testing---------------�...__-------------------___..__.........�_-_._._------------------------------- 3 3.0 SUBSURFACE G�NDITIOf�S --- 3.� Sit� Geology ------------------- 3.2 Soil Conditions ---------------- 3.3 Ground Water Ohservations 3 3 3 4 4A �AVEMENT DESICN ----------------------------------.._.._.._...._.._...._..__----------------_-_--__-------------------- 5 4.1 Pavement Subgrade Considerations----�---------------------------------------__._____�_..________---- � 4.2 Potential Vertical Movements-----------------------------------------------_______________..__....__.�..._____ g 4.3 Sulfate Induced Hea�ing----------------.._�.----------------------_____.._--------------------------------- 6 4.4 Pa�emen# Subgrade Preparation --_____........�.-..----------------------------------------------______-- 7 4.5 Concrete Pavemenk Sections - CPCD------------------------------------------_____________________.._�.. g 4.6 Pavement Materia! Requirements -------____�...�.____-----------------------.._..--..------------------------10 �1.7 General Pa�ement Considerations---------------�-----------�-------------------------------------------11 5.0 EARTHW�RK--------------..__--___-_�-___----------------------------------------------_______...._.._------------------11 5,1 5ite Preparation -------------------------___..----------------------------..�___---------------------------'� 9 5,2 Placement and Compaction---------------..__...._�_______..--------------------------------------_.._�._�2 5.3 �.xca�ation______________.._....----------------------------------------------___._._...._..---------------------___�-13 5.4 Acceptance of Impor�ed Fill -----------------------........_..____------------------___..__.._..._------------------14 5.5 Soil CorTosion Potential -_..__----------------________...�_.�__._-------------------------------------------..14 5.6 Erosion and Sediment Confrol--------------------------------------------___r________---------------14 6.0 CONSTRl1CTION 08SERVATIONS 7,0 RERORT CLOSUR� AP��N�IX A 15 95 Plate Planof Borings--------------------------------�-____------------------_.._..____--__-_-------------------------------A.1 lJnified Soil Classification 5ystem____..____........--------------------_______....___------------------------------------A.2 Key to Classification and Symbols --------__.._______----------------------------..-----------------------------------A.3 L�gs of Barings --------------------------�--_...._..___.._--------------------_-_-_-__------------------------------ A.4 - A.8 Summary of Laboratory Test Results-------------------------------------------.._.��_��__________________ q.g 5oluble Sulfate Test Results-__...._.._.._.._....--------------------------..__.__..------------------------------------------- A.10 Lime Series Test Results ----------------------------------------------------__�__......_---------------------- A.1 � AP#��hlD1X � Plate Summary of Potential Vertical Rise Data---------------------------------------------�__......_....__-----------------_____ B.1 Potential Vertical Rise Calculations---------------------------------------------------------_------------ 8.2 - B.6 Pa�ement Thickness Design --________..__..__...---------------------------------------------------------.�...._----- B.7 - B-9 � .o i��o��c�r�o� 1.1 Ceneral Tne project, as curr�ntly planned, consists of turn lane impro�ern�nts at Marine Creek Parkway and NW Loop 820 in For� Warth, 7exas. TxDOT pa�ement desigr� criteria will be employed for the paving rep[acements and additions, which are anticipated to consist of Portland cement concrete (CPCD). Plate A.1, Plan af Borings, depicts the project vicinity and locations of the exploration borings. 1.� �urpose and Scope The purpose af this geoteehnical engineering study has been to determine the general subsurface conc{itions, evaluate the engineering characteristics of the sufasUrface mater�als encountered, develap pa�ement design guidelines, and provide e�rkhwork recomrnendations. To accorn�lish its intended purposes, the study has been conciucted in the following phases: ('[) drilling sample borings to deterrnine the genera! subsurface conditions and to obtain samples for testing; (2) performing laboratory tests on appropriate sa�nples ta c{etermine pertinent engineering pro�erkies of the subsurface materials; and (3) perForming engineering analyses, using the f[eld and laboratory data to develop geotechnica� recommendations for�the prop�sed construction. The design is currently in progress and the lacatipns andlor ele�ations af the roadway additiorts could change. Once the final c{esign is near completion {80-percent ta 9Q-percent stage), it is recommended that CMJ Engineering, Inc. be reiained to re�iew thase portions of the construction documents pertaining ta the gea#echnical recommendations, as a means to deiermine that our recommendations ha�e been interpreted as intended. 9,3 �eport Format The text af the repori is eontained in 5ections � through 7. AA plates and large tables are contained in Appendix A. The alpha-numeric pfate and �able nurnbers identify the appendix in which they appear. 5mall tables of less than one paga in length may ap�ear in the body of the �ext and are numbered accore�ing ta the section in which they occur. Llnits used in the repor� are based an the �nglish system and may include tons per square #oot {ts�, kips (1 I�ip = 1,�Q0 pounds}, kips per square fioot (ks�, pounds per square foot (psfl, pounds per cubic foot (pcf�, and pounds per square inch (psi). Fleport No. 103-20-372 (Revision 2} C1VI] ENGINEERING, TNC. 2.0 �'I�LD �XP�ORA,i14N �►fd� LA�O��ORY ��S�IP�C 2.'I �ieid �xplorafiion SubsurFace materials at the project site were �xplored by five (5) �er�ical soil borings drilled to a depth of 20 feet. 7he borings were drilled using cantinuous and intermittent sampling ufilizing caniinuous flight auger methods at the approximat� locations shown on the Plan of Borings, Plate A.1. The boring logs are included ort Plates A.3 through A.8 and keys �o classifications and symbols used on the logs are pro�id�d on P�ates A.2 and A.3. Undisturbed samples of cohesive sails were obtained with norninal 3-inch diameter thin-walled (5helby) tube samplers at the locatians shown on the logs of borings. The 5helby tube sampler consists of a thin�walled steel tube with a sharp cutting edge connected to a head equipped with a ball valve threaded for rod connection. The tube is pushed inta the snil by the hydraulic pulldawn of the drilling rig. The sail specimens vuere extruded from fFte tube in the field, logged, t�sted for consistency with a hancf penetrometer, sealed, and packaged to fimit loss of moisture. Tl�e cansistency of cohesive soil samples was e�aluated in the field using a calibrated hand penetrometer, in this test, a 0.25-inch diameter piston is pusF�ed into the relatively undisturbed sampl� at a constant rate to a depth of 0.25 inch. The results of these t�sts, in tsf, are tabulated at respecti�e sample depths on the log. When the eapacity of the p�netrameter is exceeded, the �alue is tabulated as 4.5+. 7o evaluate the relative densi#y and consistency of the harder formations, t�e Texas Cone Penetration test was performed at selected locations. iexas Department of Transportation (TXDOT) Test Method Tex-132-E specifies driving a 3-inch diameter cone with a 170-�ound hammer freely falling 2�4 inches. This results in 340 foot-pounds of energy for each b1ow. In relati�ely soft materials, the penefrometer cone is driven 1 foat and the num�er af blows required for each 6�inch penetration is tabulated at respecti�e test depths, as blows per 6 inches on the log. In hard materiaEs {rock or rock-like), ihe penetrometer cane is clriven with tf�e res�alting pene#rations, in inches, recorded for the first and second 50 blows, a total of 10fl blows. The penetration for the total 10p blows is recorded at the respective testing depths on the boring ]ogs. Ground-water observafions during and a�ker completion of the borings are shown on the upper right of the boring Eogs. Upan campletion of the borings, tl�e bore holes were backfilled with soil cutti�gs and plugged at the surface by hand tampirtg or with asphalt as appropriate. Report No, 103-20-372 {Revlslon 2j CNl� �IVGINEERTNG, INC. 2 �.� Laboratary Yesting Laboratory soif tests were performed on selected representati�e samples recovered from the borings. ln addition to the classification tests (liquid limits, plastic limits, and gradatians), moisture content, unconfined compressi�e strength, and unit weight tests were performed. Results of the laboratory classification tests, moisture content, unconfined campressi�e sfrength, and unit weight tests conducted for this project are included on the boring lags and on Plate A.9. Soluble sulfate testing was accomplished ta check on the pafential of [ime-induced heaving. Plate A.10 presents fhe saEuble sulfate test results. �ades and Grim Lim� Series testing was perFormed on a. selected sample to identify the appropriate concentrafion of lime to add fo soils for stabilization purposes. The results of the lime series iest are presented an Plate A.11. The abo�e laboratary tests were petformed in general accordance with applicable ASTM procedures, ar generaily accepfied practice. 3.0 SU�SUFtF�4G� CO[V9IilORlS 3.1 Site Gealogy The Dallas Sheet of the Geoloqic Atlas af Texas indicates the site is located in an outcropping of the Fort Warth Limes#one and Duck Creek Formations, undi�ided. Clays are ty�ically present at the surface underlain by tan I[mestone. The parent bedrock consists of hard gray limesione with some elay and interbedded calcareous shale. TE�ese formations typically weafher to form shallow deposits of active clay at the surFace. These clays often contain significant quantities of limestane fragments. 3.2 Soil Conditions Specific types and depths of subsurface stratigraphy enco�ntered at the boring lacations are shown o� the baring logs in Appendix A. The generalized subsurfac� stratigraphy encountered in the borings are discussed b�{ow. Nofie that depths on the barings refer #o the deptFt frorn the existing grade or ground surface presenf at the time of the investigatian, and tF�e boundaries between the rrarious soil types are approximate. Report No. 103-20-372 (Revision 2� CMJ EnNG�nt�BRCNG,INC. 3 Asphalt pa�ing is present at fhe surface in Borings B-4 and B-5 in the existing east shoulder of Marine Creek Parkway, with thiekness of 5 ta 6 inches. Crushed stone base with a thickness of 3 inches is presenf below the asphaft in 8aring B-4. Various filfs and possible fills are present at the surface in Borings B�1 through B-3 and belaw the asphalt in Boring B-5, cansisting of dark brown and light brawn clayey sands, sands, si[ty clays, and clays containing lirnestone fragments, gra�el, asphalt fragments, and calcareous nodul�s. Natural soils encountered in Boring B-4 cor�sists of dark brawn silfiy clays containing gravel anc� ironstone nocEules. The �ariaus soils encountered in the borings had �iquid L.imits (LL) ranging fram 26 to 53 with Plasticity Indices {Fl) ranging from 9 to 35 and are classified as SC, CL ancE CH by fihe USCS. Ti�e �arious clayey soils are generally hard {soil basis) in cansist�ncy with pocket penetrometer readings of o�er 4.5 tsf. Tesied unit weight �alues varied from 88 to 124 pcf and an unconfined compressive strength was 13,800 psf. Tan limestone is next present at depths of 1 to 2�/z feet in all barings. The tan limestone coniains clay seams and layers and is considered moderate[y hard fo �ery hard (sedimentary rock basis), wifh iexas Cone Penetrome#er (THD} test �alues of 9/ ta 5 inches of p�netration for �00 hammer blows. Gray limestone, accasionally containing shafe seams, is next encoun#ered in Borings B-1 thraugh B- 6 at d�pths of 3 to 5'/� feet. The gray limestone is moderately hard to �ery hard (rock basis), with Texas Cone Penetromefer (THD) test values of'/2 to �! inches of pene#ration far 100 F�ammer blows. Borings �-1 through B-5 were terminated within the gray limestane at a depth of 2a feet. 7he Atterberg Limits tests indicate the �arious clays er�countered at this site are generally slightfy active to highly acti�e with respect to moisture-induced va[ume changes. Acti�e clays can experience volume chang�s (ex�ansion or cantraction) with fiuctuaiions in their maisture cantent. 3.3 �round Water Observations The borings were drilled using contin�ous flight augers in order to oE�serve grouRd�water seepage during drilling, Ground-water s��age was noi encountered during drilling and all barings were dry at completion. Report No. 103-2fl-372 {Re�ision 2) CMJ ENGINEERIIVG, TNG 4 During ►ruei periflds of the year, seepage can accur in joints in the clays, atop or withi� the tan limestones, or via more permeable strata. Fluctuatians of the ground-water le�el can accur dtae to seasanal �ariatians in the amoun# of rainfaH; site topagraphy and �unafF; hydraulic conductivity ofi soil strata; and other factors nat e�ident at the time the borings were perFormed. The possibility of ground-water level f{uctuations should be considered when develaping the design and construction glans far the project. 4.0 F�AV��V�N f ��Sr(�N 4.1 �avement Subgrade Consideratians Pavement perfarmance is irnpacted by many factors far beyond what is normally included in enginesring design. Whereir� pa�ement analyses shauld include establishing an appropriate thickness of concrefie and appropriate subgrade remadiat�onlstabilization, other factors such as wai�r conditions in grassed areas adjacent to edge of the pavement impact ihe performa�ce of ihe pavement. Ir� addition, the acti�ity of fhe soil below the pa�ement can cause differential expansive soil conditions under the pavement. Pa�ement sections are susceptible to edge distress as edge support deteriorates over time. Therefora, care must be taken to pro�ide and maintain proper edge support. 7xDOT requires the use of a fouranch thick asphalt concrete or asphaf# treated base bond breaker o�erlying the lime �reated subgrade. Both th� treated (or flexible base) su�grade and four-inch asphakt concrete �ond breaker should extend 2 feet beyond the pa�erneni or curb edge to accommodate slipform pav�ment equipment. Maintenance sho�ld be pro�ided when edge supporf de#eriorates. Anticipated subgrade materials primarily consist of moderately to highly p[astic siliy clays and Clays and occasional clayey sand or sand. Most subgrade soils areas are anticipated to consist of moderate[y to highly plastic silty cfays anei clays, amenable to the utilization of hydrated lime as the stabilization agent. The success of the pa�ement subgrade is subgrade sail strength and control of water. Adequat� subgrade performance can be ac�ie��c[ by stabilizing existing soils used to construct the pa�ernent subgracle. �xcavation or cuts could expose major units of intact tan limestone. These limestones provide exceflent suppor� in an undisturbed condition; howe�er, they are difficult to cut to finis�ed grade and sorrie fill is usually required. Pul�erization and cornpaction equipment often break down the Repork Na. 903-20-372 (Revision 2) CMJ ENGiNE��ti[vG, I[vC. 5 limestone to a materia] that also benefits fram stabilization, although large rack fragrrments hamper conventianal mixing procedures. Depending an the required grades, it may be ad�isable #o undercut such areas and place a material suitabl� for stabilization or to place a suitable flexi�le base as a pa�ement subgrade as discussed below, This can best be evafuafed 6y an on-sife observaiion by gea�echnical personnel af�er grading is completed. 4.a �otential Vertical �tiovements Estimates of expansiv� mo��ment potential have been estimated using T�DOT Test Methad Tex �24-�. Potentia[ vertical r[se (PVR) ranging from on the order of'/� inch or less are estimated. Ths results offhese calculations are presented in Appendix B, Appendix Plate B.� prese�ts a s�mmary of calculations while Plates B.2 fihrough B.6 preser�t th� d�tailed PVR calculatians for each baring and graphs af PVR versus depth. Mo�ements in excess of the estirnated value can occur if poor drainage, excessi�e water collection, leaking pipelin�s, �ic. occur. Any such excess�ve vvater conditions should be rectified as soor� as passible. In areas where surFace water is alkowed to pond adjacent to pavement edges or accumulates in depressed or rutted pa�ements where distress cracks are present, an increase in subgrade soil moisiure ine�itably oceurs, with resulting lass of pavement subgrade suAport. This condition is undesirable with regard to pavement perfarrnance. �4.3 Sulfate Induced H�a�ing Saluble suifate testing was conducted to check for sulfiate-induced h�aving potential. Sulfate- induced hea�ing is caused when hydrated lime is added ta a soil with hign sulfate concentration. The fime reacts with the sulfates fa cause potenfially large volumetric changes in the saii. Soluble suffate le�els in soils an the arder of 1,000 parEs-p�r-million (pprrm) or less are usually of low canc�rn and warrant only observation of the subgrade during the stabilization process. The soluble su�fate fevels of the tested samples were less than 100 ppm. Since the samples tested were below 1,000 ppm, a single treatmertt prflcess is recommended at this fime. The single treatment is described in Section �4.4.1. fn addition, it is recommended that during the curing period of the lime treatment, the subgrade be supplied with ample moisture to allow proper hydra�ion, and if shauld be checked for any volumetric changes that may indicate a sulfate-induc�d heaving condition. Report No. 1 a3-20-372 (Revisian 2j CMJ ENGuvE�u�v�, INc. C: 4.4 �avement Subgrade Preparation 4.4.'[ Hvdrated Lime Stabilizafron The maderately to highly plastic silty clays and clays, those with a Plasticity lndex of 15 or greater, are subject to loss in support rralue with the mois�ure increases which �ccur beneath pavement sections. They react with hydrat�d lime, which serves to irnprove and maintain their support value. Treatment of these soils with hydrated lime will impro�re their subgrade charact�ristics to suppart area pa�ing. A �isual observation of the pa�ement subgrade shau[d be considered following raugh grading to determine specific rnaterials which are present that would beneft from the addition of lime. Prior ta lime stabilization, the subgrade should f�e praofrolled with heavy pneumatic equipment. Any soft or pumping areas shau[d be untiercut to a firm subgrade and praperly backfilled as d�scrifoed in the Earthwork section. The stabilizsd subgrade shauld be scarified to a minimum depth of 8 inches and uniformly compacted to a minimum af 9� percent of ASTM �698 or TxDOT Tex-121-E, Part I I at a moisture content ranging from optimum to 4 percentage paints afaove optimum. It should then be pratected and maintained in a moist condition until the pavement is placed. It is recommended a minimum of 7 percent hydrated lime be used to modify the clay subgrade soils. The estimated amount of hydrated lime requir�d to stabilize the subgrade should be on the order af 42 pounds per square yard fior an 8-inch depth, based on a soil dry �nit weight of 100 pcf. The hydrated lime should b� thoroughly mixed and blended with the upper 8 inches of the clay subgrade, (TxDOT item 260). The hydrated lime should rneet the requirem�nts of Item 260 (Type A) in the Texas Departmenf of Transportation (Tx�OT} Standard Specifications for Construction of Highways, Streets and Bridges, 2�94 Edition. The presence of calcareous nadules, gravel, limestone fragments, and aspha[t fragments in the surficial soils can complicate mixing of the soil and fime. It is r�cvrnmendecE th�t subgrade stabiliza#ion eactend to a# least two feet beyond pa��ment �dge to aid in reducing pa�ement movements and cracking along the curb line due to seasanal moisture �ariations after construction. Each consfiruction area should be shaped to allow drainage of surface water during earthvvork operations, and surface water should be purnped immediately from each constructian area after each rain and a firm subgrade candition maintained. Waier should nat be allowed to pond in arder to prevent percolatian and subgrade soft�ning, and lime shauld be added to the subgrade after remo�ai of all surtace vegetatian and debris. Sar�d should b� sp�cifieally Report Na. 103-20-372 (Ftevision 2} CMJ ENGINSE1zn+TG, INe. 7 prohibited beneath pa�ement areas, sinee these mor� porous soils can allow water inflow, resulting in heave and strength loss of subgrade sails (lime stabilized soil will be allowed for fine grading). After fine grading each area in preparation for pa�ing, th� subgrade surFace should be fightly moistened, as needed, and recompacted to abtain a tight non-yi�lding subgrade. �.4.2 Alternative 5ubqrade Prepar�tian — Flexible Base As an aiternati�e ta lime stabilization, consideratian can be giuen to substifufing a suitable tlexible base (TxDOT Itern 247, Type A, Grade 112) on an equal basis, placed atop a properly cflmpacted subgrade ar exposed tan limestone. With the presence of relatirrely shallow limestone at this site with associated difficulty in mixing af lime and the presence af �ariable subgrade soil material types, this preparation method may be mare expedient. The following specific specifica#ions for materials for the above alternative are �rovided: � Flexib[e base -- meets crifieria in TxD07 Item 247, Type A, Grade 112 materials; compaeted to at least 95 percent of ASTM D698 or TxDOT Tex-121-E, Par# II and at a moisture contenf between -2 and +5 percentage points of the o�timum moisture �alue. It is reeommended tha# the flexible base extend tn at least two feet beyond paverrtent edges to aid in reducing pa�ernent movements and cracking alang the curb line dus to seasonal maisture �ariations after construction. Prior to the abo�e alternafive, the subgrade should be praof roll�d and compactec[ in accordance with t�e earthwork pracedures pres�nted in th� Earthwork se�tion. Any loosefsoft materials should be removed and replaced with acceptable fifl materials. 4.5 Concrete �avement Sections , CPCD Pavement analyses were performed using methods outlined in the AASHTO Guide for Desiqn af Pavement Structures, 1993 Edition, published by the American Association of State I�ighway and Transportation Officials for Concrete Pavement Contraction Design {CPCD) pavements. The design equations were soi�ed using AA5HT0 Pa�ement Analysis Saftware as required by the TxDOT pa�ement design manual. Repnrt No. 103-20-372 (Rev[sion 2j CMf ENGINEERING, TIVC. � Based on the results of the field and labora#ory in�estigation and on soil plasticity properEies, t�e following design parameters were used in our thickness design calculations (soi[ parameters were canservafiively established for the soils that ar� �xpected to exhibit lower bearing strengths}: Subgrade Soils ........................................................Clay Initial Serviceabifity ..................................................4.5 Terminal Serviceability ............................................2.5 Refiability .................................................................95°!0 Overall De�iafion (PCC) ..........................................0.39 Load Trartsfer CoefFicient ........................................2.9 Drainage Coefficient ................................................1.0 Modu[us of 5ubgrade Reaction (HMA or ATB) ......., 3D0 psilin Assumed CBR va�ue af subgrade soil ......................3 Gancrete Maduius of Rupture (CPCD) .....................620 psi Modulus of Elasticity ................................................5,000,000 psi Three areas of pa�eme�t additians are planned: new Texas U-Turn for the eastbo�nd frontage road, widening of Marine Creelc Raad, and fufure plans for t�isp{aced left-turn lanes. Raw AM and PM peak-hour trafFc count data and traffic volume prajections far this pro�ect were pra►rided by Kimley- Horn and Associates. Traffic counts were perFarmed for the entire intersection or� September 10, 2099. fn additio�, Kirnley-Horn pro�ided intersection traffic �olume projections for tl�e year 2039. Utilizing the highesf p�ak hour volumes relevar�t to each of the pa�emenfi addition areas and the projection estimates, the approximate daily traffie, grawth rates, and percent heavy trucks were calculated and are assumed for each facility as follows: Location baily Traffic Growth Rate Heav yTrucks ��0� l �°� �.�FR New U-Turn Lane 1,510 2.4 2.9 Marine Creek Road 7,630 2.1 2.1 Widening F'uture Displaeed Left 4,850 2.2 2.1 Turn Lanes The following pa�ement sections are pravided for a 30-year (rigid pa�ement) design life. We understand the displaced left-turns will not be constructed ur�til 2025, ihus da91y traffic for this facility was projected to that year, and a 30-year life assuming th� above grawth faetor app[ied to arrive at the design ESAL values tabulafed beFaw. Detailed pavement �esign calcufations and assumptions Report IVa. 443-20-372 (Revision 2) CMJ ENG[NE�It�G, I�C. 9 are presented on Plates B.7 through B-9. In addition, if was requested ta sstimate an approxirr3ate design lifie far the widening af Marine Cresk Road by matching the existing 6-inch-thick concrete pa�ement. This back calculatian resulted in an approximate design life of 5 years as tabulated below, based upon the design inputs and assumptions. Rigid Pavement Section - CPCD Design besign Location Life �SAL' Thickness (in.j Nlaterial (years) 7 PCC EBFR New U-Turn � HMA arATB 30 �,196,099 Lane 8 Lime Stabilized Subgrade 9.� PCC Marine Creefc Road 4 HMA or ATB 30 5,764,�82 Widening 8 L.ime Sfabilized Subgrade 6 PCC Marine Creek Road Widening(Existing 4 HMAorATB 5 596,800 Pavement Section Match) 8 Lime Stabilized Subgrade 9 PCC Fuiure Displaced LefE 4 HMA or ATB 30 3,722,0752 Turn Lanes (2025) 8 Lime Stabilized Subgrade Notes: �, Design ESAL values derived fram traffic study information pra�ided by Kimley-Horn. 2. Design ESAL based on facility beginning service in 2025. ihese sectians are suitable far the pre�iously mentioned assumptions. Any de�iation from these assumptions should b� brought to our attention immediately in order to assess their impact on our recomrnenela#ions. In addition, the abave secfians should be cansidered minirnum pa�ement thicknesses and higher trafFic volumes and heavy trucks may require thicker pavement s�ctions and configurations. Periadic maEntenance shauld be anticipated fiar rninimum pa�ement thickness. This maint�nance should consist af se�ling cracks and timely repair af isolated distressed areas. 4.6 �avement iV�aterial Requirements Material and process specifications developed by the Texas Department of Transporfiation (TxD07) ha�e been ufilized. These specifications are outfined in ihe 7xDOT 5tandard Specifications for Canstruction of H�qhways, Streets and Bridqes, 20�4 �ditiar�. Specific cor�struction recamrnenda#ions #or rigid pa�ements are given belaw. Repart No. 103-20-372 {RevisEpn 2) CM] �IYGINBERING, TNC. 10 Portland Cernent Cancrete: Concrete Pavement -- ftem 36Q, Texas Departmen� of Transportation Standard Specificatians for Constructian and Mainfenance of Highways, Streets, and Bridges, 2014 Edition. Hot Mix Asphaltic Concrete Base Course: Dense-Graded Hot-Mix Asphalt — Special Specificafion 3076, Type B, Texas Departrn�nt af Transporfiation, Octo�er 2Q19. Lime Stabilized SubQrade: Lime treatment for base course (road mix) - Item 260, Texas Departmenf of Transportation 5tandard Specifications for Construction and Maintenance of Highways, Streets, and Bridges, 201A� Edition. Flexible Base: Crushed Stone Ffexible Base — ltem 247, Type A, Grade '[1�, Texas Departm�nt of Transportation Star�dard Specificatior�s for Construction of Maintenance of �lighways, Streets, and Bridges, 2014 �dition. 4.7 General �a�e�nent Cons�derations Each construction area should be s�aped fio allow drainage of surface wafer during earthwork operations, and surface water should be pum�ed immediately from each construction area afier each rain and a firm subgrad� condition maintained. IFVater s�ould not be allowed to ponci in order to pre�eni percolafion and subgrade softening. 5urface drainage is critical to the performance of this pa�err�e��t. Water should �e alfawed to exit the pa��ment surface quickly. In order to minimize rainwater infilirafion through the pavement surface, and thereby minimizing future upward mo�eme�nt of the pavement slabs, all eracks and joints in the pavement should be sealed on a rautine basis after construction. �.0 �,�.R�'HWORK �,.1 Site Pre�ara#ion The s{te should be stripped of �egetation, roots, old construetion debris, pauements, and other organic materiaf, It is estimat�d that the depth of stripping wi[I be on the order of 6 to 8 inches. The actual stripping depff� shoult� be based on field obsenra#ions with particular attention given fo old Re�ort No. � oa-zo-a7z ��xe�rs�on 2f CMJ ENGINEERING, I�c. 11 drainage areas, uneven tapography, and excessively wet soifs. The stri�ped areas should be abserved to determine if additional exca�atian is required to remo�e weak or a#�erw�se objectionable materials that woufd adversely afFect the fill plaeemeni or other construction activiti�s. The subgrade should he firm and able to support the construction equipment without displacement. Soft ar yielding subgrade should be corrected and made stable b�fore construction proceeds. 7he subgrade shauld be proof rolled to d�tect soft spots, which if exist, shauld be reworked to pravide a firm and oiherwise suitable subgrade. Proaf rolfing should be performed using a hea�y pneumatic tired roller, laaded dump truck, ar similar piece of equipment (minirnum 25 tons). The proof rolling operations should be observed by fhe projec# geotechnical engineer or hislher representative. Prior ta fill p[acement, the subgrade should be scarified to a minim�m depth of 6 inches, i�s moisture content adjusted, and recompacted ta fhe moisture and density recommended for fill. 5.2 Placement and Compaction Filf material should be placed in loose lifts nat exceeding 8 inch�s in uncompacted thickness. The uncompacted lift thickness shoulck be reduced to 4 inches for structure backfill �anes requirir�g hand- operated power compactors or small self-propelled cornpacfors. The fill material should be uniform wiih respect to mater�al type and moisture content. Clods and chunks of material should be broken down and the fill material mixed by disking, blading, or plowing, as necessary, so ihat a materiaf of uniform moisture and density is abtained for each lif�. Water required far sprinkling to bring the fill material to the proper moisture content should be applied evenly through each layer. The on-site soils are suitable for use in general site grading. Imported fill material shou[d be clean soil with a Liquid Limit less than 4p and no rock greater than 4 inches in maxirr�um dimension. The filf materials sh�uld be free of vegetation and debris. General fill material should be compacted ta a minimum of 95 percent of the maxirnum dry density defermined by the 5tandard Proctor test, ASTM D698 or TxDOT Tex-121-E, Part I I. ]n conjunct�on with i�e compacting operation, ihe fill rrtaterial should be brought io the proper moisture content. The moisture cor�tent for general earkh fill should range from 2 percentage points below optimum to 5 percentage points aba�e optimum (-2 to �+5). These ranges of moisture conients are given as maximum recommended ranges. For sarne soils and under some conditions, the contractor may ha�e to maintain a more narrow range of maisture content (within the recammended range) in orcler to consistently achie�e the recommended density. Report No. 903-24-372 (Revisinn 2) CM] HNGINEEIiING, TNC. 12 Field density tests shauld be ta[cerr as each lift of fill material is placed. As a guide, one field density test per lift for each 5,000 square feet of compacted area is recornmended. For small a�eas or critical areas tha frequency of testing may ne�d to be increased to one test per 2,5a0 square feet. A minimum of 2 tests per lifi should be required. The earEhwork operations should be obser►red and tested an a continuing basis by an experienced geatechn�cian working in conjunction with the praject geotechnical engineer. Each l�ft should be compacted, tested, and appro�ed before another lift is added. The purpose of the fi�ld density tests is to provide some indication that uniform and adequate compaction is being abtained. The aetual quality of th� fill, as compa�ted, should be tl�e responsibility of the contractor and satisfactory resul�s from the tests should not be consid�red as a guarantee o# the quality of fhe contractor's filling operations. If fill Es to be placed on existing slopes that ars stee�er than five horizonial to one ver�ical, then the fill materials shouid be E�enched into th� existing slopes in such a manner as to pro�ide a good contact between the two materials and allow relatively horizontal lift placement. �,3 �xcavation Based on the ex�laration borings, major excavations will encaunter lirnestone in major intact units. This limestone is generally moderately hard to �ery hard and will require hea�y duty specialized equipment for exca�ati4n. ]n addition, o�er�xcavaiion should be anticipated within fhe limestones. O�erexca�aiion may result fram large b[ocks or chunks breaking along either weathered or clay seams beyond the planned exca�ation. Seasonal water se�ps can occur where the tan limestones are approached or expased by cuts. Subsoil drains may be required in some areas ta intercept this seepage. This can be e�aluated after grading has been perforrr�ed. The side slopes of excavations through the overburden soiEs shouEd be rnade in such a manner t� prouide for their stability du�ing consfructior�. Existing structures, pipelirtes or other facilities, which are constructed prior to ar during the currently proposed construction and which require excavation, shouid be protected from loss of end bearing ar lateral support. Report N.a. 1Q3-20-372 (Revision 2) ��J �NGIiVEliRING, INC. 13 Temporary construction slopes andlor permanent embankment slapes shou�d be protected fram surface runoff water. Site grading shau[cf be tEesigned to a[low drainage at planned areas where erosion protection is pro�ided, instead of a[lowir�g surFace water to fiow down unprotected slopes. Trench safety recommendations are beyond the scope of t�is repart. The contractor must comply with all ap�licable safety regulations concerning trench safety and exca�ations includi�g, but nat limited to, OSHA regulations. �.4 Acceptance o� Imparted �ill Any sflil imporfed from aff-site sources shouid be tested for campliance with the r�commendations for the particular application and approved by the projecf geot�chnical engineer prior to #he materials being used. The owner should also require the cantractor to obtain a written, notarized certification from the landowner of each praposed off-site soil borrow source stating that to th� best of #he landowner's knowledge and belief there has never been confaminafion of the borrow source site with hazardous or toxic materials. The cer�ification should be furnished ta the awner prior to proceeding to furnish soi[s to the site. Soil maferials deri�ed from the exca�ation of underground petroleum storage tanks should not be used as fifl on this praject. 5.5 Soil Corrosion Potential Specific testing for soil corrosion potential was not included in the scope of this study. However, based upan past experience on other prajects in the viciniiy, the soils at this si#e may be corrosive. Standard construction practices for protecting rr�etal pipe and similar faciliti�s in contac# with these sails should be used. �.6 �rosion and Sediment Cantral All disturbed areas shouid be protecfed from erosion and sedimentation during construct'ion, and all �ermanent slopes and other areas subject to erosion or sedimentation should be provicled with permanent erosion and sediment contro[ facilities. All applicable ardinances and codes regarding erosion and sediment control shauid be foflowed. Report �[o. 1p3-2U-372 (Revision 2) CMJ ENGINHHRING, INC. ��i 6.00OF�SiRUCiIOIV B�S�RVAiIO{VS In any geoiechnical invesfigatian, the design recommendations are based on a limited amount of information about the subsurface conditians. In fhe analysis, the geotechnical engin��r rnust assume the subsurface conditions are similar to the condifiions encountered in the borings. Howe�er, quite often during construction anomalies in ihe subsurface canditions are reveal�d. Therefore, it is recommended that CMJ Engineering, Inc. be retained to observe eartF�work and foundafion installation an� perFarm materials e�aluation during the cansfructian phase of th� project. This enabfes the gea#echnical engineer to stay abreast of the project and to be readily a�ailable to evaluate unanticipated condifions, to conduct additional tests if required and, when necessary, to recommend alternative solutions to unanticipated conditians. Until these construction p�ase services are perFarmed (ay the projec# geotechnica! engineer, the recammendations contained in t�is report on such items as fiinal foundation bearing ele�ations, proper soil rnoisture condition, and other such subsurface related recommendations should be considered as preliminary. It is proposed thafi consiruction phase observation and rnaterials testing comrr�ence by the project geotechnical eng�neer at the oufset of the project. Experi�nce has shown that the most suitable meth�d far p�ocuring these services is for the owner or the owner's design engineers io contract directly with the pro�ect geot�chnical engineer. This results in a c�ear, direct line af comrrmunication between the owner and the awner's design engineers and the geotechnical engineer. 7.Q ��0��' CL�SUR� Tha iaorings'far this study were s�lected by CMJ Engineering, Inc. The locations and ele�ations of the borings should be considered accurate only ta the degree impliscf by the methods used in their determinafion. The boring logs shown in this report contair� 9nformation related to the types of soil encfl�ntered at specific locations anci times and show lines delineating t�e inte�face between these materials. The Iflgs also contain our field representative's interpretatian of conditions that are believed to exisf i� those depth intervals between the actual samples taken. Therefore, the bnring logs contain both faciva[ and interpretive infarmation. Laboratory soil classification t�sts were also performed an samples from selected depths in t�e borings. The results af these tests, along with �isual-rr�anual procedures were used to gen�rally classify each strafum. Therefore, it should be undersfiaod that the classificatian data on the logs of borings represent visual estimates of classifiaat'ions for those portions of each stratum on which the full range of [aboratary soil Report No. 103-20-37� (Revislnn 2j CMJ �NGINEE�izNG, INC. 15 cfassifiication tests w�re not p�rformed. It is not imp[ied that the logs are representati�e of subsurface canditions at other Eocations and times. With regard to ground-water canditions, this repart presents data on ground-water le��ls as th�y were abserved during the course of the field work. In partieular, water le�e[ readings ha�e been made in the borings at the tirnes and under condifions stated in the text of the repart and on the boring logs. [t should be noted that flucivatians in the le�e� of the ground-water table can occur with passage of tirrme due to �ariations in rain#all, temperature and other factors, Al�o, this report daes not include quantitativs information on rates of flow of ground wa�er into excavations, on pumping capacities necessary to dewater t�e exca�ations, or on methacis of dewatering exca�ations. lJnanticipated sail conditions a# a eonstruction site ar� commonly encountered and cannot be fully predicted by mere soil sarnples, test barings or test pits. Such unexpected conditions frequently require thai additional expenditures be made by the owr�er to a�tain a properly designed and constructed project. Therefore, pro�ision for some contingency fund is recomrr�ended ta accommodate such potential extra cost. The analyses, conclusions and recommendations contained in ihis report are based on site conditions as they existed at the time of our field investigation and further an the assumptian that the exploratory borings are representati�e of the subsurface canditions throughout the si#e; that is, the subsurface conditions e�erywhere are not significantly difFerenf fram those discfosed by the borings at the time they were compEeted. If, during canstruction, difFer�nt subsurface conditians frorn those encountered in our borings are observed, or appear tn be present in exca�afinns, we must be advised promptly so that we can review these conditions and reconsider our recammendations where necessary. If there is a subsfantial lapse of time between sufomission of this repart and the start of the work at the site, if conditions have changed due either to natural causes or to construction aperations at ar adjacent fo the site, or if structure locations, structural loads or finish grades are changed, we urge that we be promptly inforrned and retained to review our report to determine the applicability of th� conclusions ar�d recommendatians, considering #he cl�anged condi#ions and/or time lapse. Further, it is urged that CMJ Engineering, Inc. be retained to review fhose portions of the plans and specificatians for this particuiar proj�ct that pertain to earthwork and foundations as a means to determine whether the plans and specifications are consistent with the recommertdations contained in this report. In addition, we are available ta observe constructian, particular[y the cornpaction of Repart No.1 Q3-2p-37z (Revisian z) �� ENGI[YL.ERING, TNC. 1B struc#ural fill, or backfill and the construction of foundations as recommended in the r�port, and such other field ofas�rvafiions as might be necessary. Th� scope af our services did not include any en�ironmental assessment or in�estigation for the presence or absence of wetlands or hazardaus or toxic materials in the soil, surface water, ground water or air, on or below or around the site. This repart has been prepared for use in derrefoping an averall design cancept. Paragraphs, statements, test results, boring logs, diagrams, etc. should nat be taken aut af contexf, nor utilized withouf a knawledge and awareness of their intent within the o�erali concept of this report. The reproduction of this report, or any part thereof, supplied to persons other ihan the owner, should indEcate that this study was made far design purposes only and that �eri#ication of the subsurface conditians for purposes of determining difficuity of exca�ation, trafficability, etc. are responsibilities of the confiractor. This report has b�en pr�pared for the exclusive use of Kirnley-Horn and Associates, Inc. for specific application fa design of this praject. The anly warranty made by us in connection with the services pravided is that we have used that d�gree of car� and skill ordinarily exercised under similar conditions by reputable members of our profession practicing in the same ar similar locality. No ather warranty, expressed or implied, is made or intended. * * * * Repart No. 703-20-372 (Revision 2} CMf Errcuvs�xuHc,Irrc. 17 I . w w�. '. __ I* ._ � ��.+ �� x � � . f i; -. { �-+ . �,�� i ' . *A , � � � � - � r � �'A F �{� " � l ' '� ! } � y _ _� i a f ?5. � � *` �L` �` •:f�� : " . +� � { ' '�� . . ' - - : • � - . � r � �� ' � �� F •i,�� f-� . I , , ' - � -' -� � � . - f-� , �� I '. {� . � � � � �� -� �, . � '��i. �y _ ' � � , � � � � . . � � � �� ¢ y � r� , ��Y: .� �- � . �..,�� _ �+ �i�f• �'�5*�� { 41� I'� .• `} ' 1 � � ~ ' +l4 "' � � * 7ti ' - } � 4� r � Y ry� y. ��' �� yt F 1 i,i . � � �, y ~ � .� ��, I ` ' .�'*tiy ` '�-; .1 �' - �.ki�� ''�' , { '" 1 }' y;�' -, � 4 �r ' �i 'i' � . , � . � .'� f i �,+ . . �' k' 7 il'� , '�4 ' .. :`55', i - oti?� �� # ,� .},��,o�.,•- i , =�` -`" . s;��l.�. . � , .. ' . + � '�' '� . ,� � � � - , , . . ��. . ' S ' ' F��S . * � -4 � _. � ' . � � - .#�i � �.�# - � C �q � �� k � � N 3 4 � -- .. , �4 11�"�� . � , f _ , � ■ � ' � F =1 � - * i - -- _`�:_ � _w' .i � i 4 �� t '�. J'}�f1�r�.�'��-��I��?f� I '� SF ' ` F�� j �I I _�� * #��f � � " ��.=': .. � � � � �SOURCE: GOOGLE EARTH, 2020; IMAGERY I]ATE: 1�12fil2013 ,�� _ � ` � { PLAN OF BQRINGS ��y{-,iN��RING, i�vc. NW Lo�1� 820 ,4N� M,aR11v� PLATE CREE'K PARKWAY 1MPROUFMENTS Q, � CMJ PROJFcr No. l03-20-372 FORT WORTN, TFXAS Major pivisians Sym: Typical Nsmes Laboratory Classification Criteria � � � Well-graded gravels, gravel- � n (o �2 � ?� GW sand mixkures, Iltfle of f10 N Cu=p80 greater than k: CG= p- X p---- between 'f and 3 v_� m p flnes o i� ,o eo .G � � � � U o � �.� � v Poorly graded gra�els, gravel � �� E N �`- �, U� GP sand mixtures, litt�e ar no � cn � N Not meetin g all gradation re quirements for GW '� " �, � �; �n fnes � ci � � > > � v� m U � -a �' �� d N� U �� Liquid and Plastic limifs $ o z � 0 5ilty gravels, gravel-sand-siEt � �? ,� „„, Liquid and plastic limjis GM below A line or P.I. o �� y mixtures �� ;� greater than 4 P�otting in hatched zone z �� ,a��► :� between 4 and 7 are � .� � � "_ � • � border[ine cases ,N � 'r a, U o � o ;� Liquid and Plastic limits o� �' ��' C�ayey graveks, grave[-sand- '� N „„, requiring use of dual ��- o � a GC � : m above A line with P.f. -�, a, � � n. clay mixtures �� Z : c symboEs �, � ¢ +- ; � greater than 7 � m �� m �m u� � � � � L O : O d� -`�-� �' v Well-graded sands, gravelly 'L � �°� �Bn ��ao1� � m � `� c SW � C�= -- g�aker than 6: �� --------- belween 1 and 3 �� E �� sands, little or no fines � N D D. x D o� �n � o � m �a sa (a u, �n c � e 0 � '� � o �� : � � � m �, Poorly graded sands; � � �; G ; ° m�� U� 5P gra�elly sands, little or n� �� ;` Not meeiing all gradation requirements for SW `0 N �, � " fines y ,� � o, �; � L � N d' O O o �N � N y � Lf'j '�-' V �, � � o �, � � � � �, a� �iquid and PEastic limits 0 0� C o SM Silty sands, sand-silt �� y�.� � 6elow "A" line or P.I. less � c,�. mixtures � �, �, � L.iquid and plastic limits �� Q o�, n o than 4 platting be#ween 4 and 7 � '3 � � a � � J � '� are borderline cases � �•� � ��' � Liquid and Plastic limi#s requiring use of dual o ro�r S� Clayey sands, sand-clay �� ns �• symbols � Q �. �� above "A' line with P.I. � Q, mixtures v Q'� � �, v � greater than 7 �- a Ci U Inorganic silts and �ery fine sands, rock flour, sil#y or �o^� ML clayey fine sands, or clayey �, � silts wi#h slight plasticity �' � 60 } —c�, N Inorganic clays of low to •�-�, _ � medium p[asficity, gravefly o �� C� clays, sandy clays, silty 5 � �' = clays, and lean clays � � � CH � a � � Organic silts anc! organic silty q y` � �� clays of low plasticity � .Q � � N � _ -o � �ao � � � Inorganic silts, micaceous or .� �� •�' '� MH diafomaceous fine sandy or a ' OH a d MH �•� �� silty soils, elastic silts 2 0@� � m � L � � � CL o c� GH Inorganic clays of high � f° �' plastici#y, fat clays � � �� 'u) � 4 ML a d OL � �- Organic clays of inedium to � � OH high plasticity, organic silts o �0 20 30 4D 5o so 7o sa 90 �oo Liquid Limit T ,U � m.�' Peat and othar highly organic Plasticit Chart Y = o ° Pt soils UiVIFIFD SOIL CLASS[F1CAilON SYST�� P�R f� ,4.2 soir� o� �acrc �v��s mm m.b GRAV�L L.�AN CIAY l.1MESTONE m a � o W �� SAN� � o m SAHDY — SHALE r o �� . SILT SILTY _. SANDSTONE CLAYEY HIGHLY `_'��_��:�_:_ ,)NGLOMERATE Shelby Aug� 5plit ftack Cane No PLF1STfC CLAY a.:::=��::=:= Tu�,e Spoon Core Pen Recovery ,. .._...._.. iERfVYS �€SCRIBIM� CON5IST�NG�, L�)M�Iil01�, ARlD 5iRl1CiUR� O� SOIL Fllle GfalnEd 501�5 (Moreihan 50% Passing No, 20o Si�ve) Descri�ti�e Item Penetrome#er Reading, (tsf} so�t o.o to �.o Firm 1.0 to 1.5 5tiff 1.5 fa 3.0 Very 5tiff 3,0 to 4,5 Hard 4.5* COaI"5e Gf31n2C: SO]I5 (Mareihan 50% Retained on No. 20fl Sieva) Penetration Resistance �escriptive {tem Relati�e D�nsity (bl owslfoot) 0 to 4 Very Loo58 0 to 20% 4 to 10 Loose 2Q to 4Q% 1Q to 30 Medium Dense 4Q to 70°/a 3� ta 5Q Dense 70 to 90% O�er 50 Very Dense 90 to 10a% Soil Structure Calcareous Contains appreciable deposits of calcium carbonate; generally nodular SGckensided Having inclined planes of weakness thai are slick and glossy in appearance Lsminated Compased of thin layers of varying cnlor nr texture Fissured Containing crscks, sometimes filled with fine sand or silt Interbedded Composed of alternate layers of different soil types, usually in approximate€y equal proportions i�RIVIS D�SCRIBIIdC PF;YSICA� PROP��TI�S O� �OCK Hardness and Degree of Cementation Very Saft ar Plastic Can be remalded in hand; carresponds in cansistency up ta �ery stiff in soils 5oft Gan be scratched with fingernail Moderateiy Hard Can be scratched easily with knife; cannot be scratched with fingernail Hard Difficult to seratch with knife Very Hard Cannot t�e scratched with knife Poorly Cemented ar Friable Easily cruml�led Cemented Bound together by chemical[y precipitated material; Quartz, calcite, dolomite, siderite, and iron oxide are common cementing materials. Degree af Weathering Unweathered Ftock in iEs natural state befare being exposed to atmospheric agents Slightly Weathered Noted predominantly by color change with no disintegrated zones Weathered Com�lete color change with zones of slightly decomposed rack Extremely Weathered Complete color change with consistency, texture, and general appearance approaching sai] K�Y i0 CLASSI�ICA�"IOiV AN� SYI9fl�OL5 ��,�� 4.3 Pro'ect No. Barin No. Pro'ect C� ENGfLVBERING INC. l s 1 Turn Lane Improvements � Phase i 903-28-372 �a7 llAarine Creek Parkwa at NW Loop 82d e Fort Worth, Te7cas Location INater Ol�se.rvations See Plate A.9 bry during driNing; dry at completion Completinn Campletian Depth ��.�� oate �q�20-2Q Surface Elevation Type Cii11E�75 IL 'p � N c � � Q- � � • . p a Q � � Str�tum �escription o o � � �� o � o .� � c z � � � � L! 0 j�� y� 7� N w-' fH � y G � y U�� W C7 �� m.°� trE R� m-o b a c Q c b a � � o]d� �..CO Yl� 0..:-1 E1.5 ,�U �� Ud SAND, light brown, w! limestone fragments, 3 4.5+ 53 18 35 11 112 inch�s thick (FILL) CLAY, dark 6rown, w! limestone fragments and cafcareaus nodules, hard (possihle filf) LIMESTONE, tan, wl clay seams, moderately hard 100I5" 7 5 LIMESTOI�E, gray, hard to �ery hard 10012" 7 1 - 10010.5" 5 1 2 ---------------._._._.._.—^�— 1 Q010.5" 8 � N �. � � U 'a c�. � � N [�l O �' z � 0 m LL o LOG OF BORING NO. ��`� PI�T� 1�11.� J C� ��rccw�Easrcgrc. Project Ko. Boring No. Project Turn Lane Impro�ements - phase 1 4Q3-20-372 �-2 IiAarine Creek Parkway at NW Loop 8�0 - Fort Worth, Texas Location Water Observafions See Plate A.7 Dry during drilling; dry at completion Campletian Completion �epth �O,Q� �ate �0-20-�0 Surfar,� El�vation Type Cflli�-%5 � o � � . � � a m N � �. Q � � � o �� o � � S�ratum �eseri �ion � � z• � - ��-`� p � a� �- � �� a �� U � � �� !1 � •� aj 'L] � ... x N Qf ❑ V C�. C W Ci � a�i u? m� �,E m�� ar a 'o �o '� s c o 0 0.' LY fKi0.F- L1,.fA JJ LI..J �� U �J �Ud SILT'Y CLAY, dark brown and light brown, wl 4.5� limestone fragments, gravel, aspha[t fragments, 4.5+ 41 35 15 2p 9 123 and calcareous notlules, hard (FILI.) 4.5+ 9 119 13800 LIMESTONE, tan, wl clay seams, very hard 74 31 94 17 Fr 0010,75' 7 5 I.IIVIE.STONE, gray, very hard � 100l0.5" 7 � OOlp,75' 6 -w! shale seams, moderately hard belowr 17` 2 -------,^^�._.... 1U0/4" 12 �o� o� go�iN� �vo. �-� P�Ai� �►.� CMJ �NGINEBRING INC. f'roject No. Soring No. Pro}ect Turn L,ane Improrrements � Phase 1 '103-�d-3'�2 �� EAarine Creek Parkway at NW Loop 82b � Fart Wor�h, Texas Location Water Observations See Plate A.1 Dry during drilling; dry at completion Completion Campletion Depth �a �� Date .�0»�Oe20 SurFace Elevation Type CM�-I� LL � q�j N � � L � Q T W� O.� b � �a� •�� z o �11' N N� � � � Strairum De�crip�ion a o � � � � o � o .� � � z � � � � w a ?� li • a� 'a .._- ' - x a C] U o o. � a�itt? �.m �'E W�E m� a o'c N C a'o � � m�� n.rn �:.a 0.� a � �c.> >� �c�� SILTY CLAY, light 6rown, w! limestone fragments, �}.5+ 67 42 17 25 8 124 gravel, and calcareous nodules, hard (FILL) LIME$TONE, tan, wl clay seams LIMESTON�, gray, hard ta uery hard 5 1Q012" 5 5 wl shale searns below 6' 1Q010.5" 5 1 i00I1,5" 6 15 10010.5" 6 2 --------------._._------- 3 : � � 7 z ] G 7 v 9 v i � r a � L � LOG �F BORWG NO. ��3 �� -6 J Project �fo. Boring No. Project Turn Lane Improvements - Phase 7 CM]� ��N�:a'NG �r�e. 103�20�372 �� N7arine Creek parkway at NW Loop 82D - Fort Worth, Texas Location Water Observations See Plate A.1 Dry during drilling; dry at completion Campletian Campletion 17epth 20.0' oaie 14-20-�U Surface Elevatian Type CME-75 ti o � a . r � 0. ay N C� � � • O n �' � �iratum �escri ption o a � a � o o � � � � � �, 3 � �s � U � `� � lx' N � 5 •-- in � w a�i .� � � U � � � f.1J Cl � m� m.� � E m� �-o 0 o c� c o 0 � � ooa� cLr� :�� a� �5 �U �� U� ASPHALT, 5 Inche� thick 5 CRUSHED STONE BASE, 3 inches ihick 39 49 98 31 17 SILTY CLAY, dark hrown, w! ironstone r�odules and grave] LIMESTONE, tan, wl clay seams and layer's 1U011" 6 5 L1M�S701�E., gray, hard ta very hard � 10019" 6 ,� � 14010.5" 7 2 -moderately hard below 19' 1fl012.5" 4 ----------------------- N � �. 0 � l U 0. (7 At�} M 0 � Z K O m 4�. O o LDG OF BORING I�lO. �e� P�T� �.% Pro'ect No. Boring iVo. Pro ect C� r.NcmlEmuvcm�c. 1 i Turn Lane Improvements - Phase 1 103-20-3i2 �� Marine Creek Parbcwa at NIl1! Loop 820 � F'ort Wor�h, Texas Locatian Water ObserrFations See Plate A.1 Dry during drilling; dry at compl�tion Complefian Campietion Depth 20.0� aate 10��0-�0 Surface Elevailon Type CAIf E-►� � N O , a � N c 0. m � � ?+ � d '23 z � � LL � y f� a �' � S�ra4um De�cription �� o.� �- � w y� ' � ��LL � � a _ ��._ � � � dc.� < a� U o � �N� -�� N�� '�� .N� . w d o� u] � a> a-,� � E m-o 0 o c'� `�c o 0 � � md1- �iA ]] �� o.S �U �� aU� SPHALT, fi inches thick 4.5+ 26 17 9 9 88 CLAY�Y SANI7, dark brown and fight brown, wl gravel, limes#one fragments, asphalt fragments, gp �2 11 21 6 and calcareous nociules (FII.L) LIMESTONE, tan, wl clay seams and layers � LIMESTON�, gray, hard to very hard ia4l0.5" 6 10010.5" S 1 -w! shale seams below 11' 10012" 5 'f 5 10�11" 13 2 -------------��.._.��---- � � � � a � � c� 0. � fi � N 0 C7 Z � O m � o LOG OF BORING NO. �� •� J N � � � � d � � p �� M 0 ,� O�D O � � N N � � � a � � � � � �''a ��a � � � � Gl t � m C � � 0 � � �' 4 CJ � � :.i � � v w �7 m � � � N� � o a o a a �' p c�'- v v v v v .n � ... 3 � � �y � .f/l ��+ O a1 � � pp � �' � ,�. �-�- � O � V O � 7 N C 1� w �i o�o � m � N •N O - - � � � � � � � � � � N � {/j [! L/� � � � - - � y�' rn rn `�i rn rn H � -- � ��' x � �'a ��'7 N � N c+7 �N � � �.� � � � � - -- — - �� y E J eo �n d� f� ao ti� y Crl p, �- r r- r � �� J d � � - � •c � � �' .J .�J .�I � M M � d' N M Q � � � ,:� N �� c�,t ^ N� N a�o � � � Y r r 'p-" a 6 r.+ G� N 'SG O� �j it}, t+ri � i 4� � 7 O � �' ,a' d' d' '�' d' a � � m� � � a� fA g a a�- I`� f� tf1 C4 ��O 1� !� CO � 00 Li'1 47 Ln Cfl CA �L7 �{� (O 1� tl' �(O (O aD tf� r � � .... d�. � ci"1 O ��(] O ��f7 C3 � lfi O p tt� O p. � T- Lf7 �, r N r CV S'7 d' 47 T r N r d' � � � hl r CV �f5 �, N Y M tn ��- N �� 1 1 � t I 1 I I [ 1 � I I I I l � 1 I I I 1 � I I 1 � { � 1 I � O'd' p� � Ql O r N M:l' � d� 07 O C'� d' �� O] O t- d' � d' � O N�� T�. N � 61 � i] �--. N � ] � ? m f� m m � � ��1�� 1.� ��L�E �UL��A,T� �'��Y ��S Project: Turn Lane Impro�Eme�ts - Phase 1 Marine Creek Parkway at NW Loop 820 - Fort Wor�h, Texas Project No.: 103�2D-37`2 �oring �ep�h �a�er�ial �oluble Na ��.) Sul�a�es ippml B-� 0 — 1 Clay �1oa B-2 1— 2 Silty Clay �'100 B-3 0-- 1 Silty Clay �1Q� B-4 'I -- 2 Si1ty Clay <1 QO B-5 �-- 1 Ciayey Sand �100 Note: Test Method Tx�07 Tex 145-E. Cl�J ENGINEERTNG, INC. �� +•�� L1�1� S��I�S f�5i ��l�Y� Project: Turn Lane frnprQ�ements - Phase 1 Marine Creek Parkway at NW i�oop 820 � Fort Worth, Texas Project No.: � 03-20-372 Baring No.: B-2 Dep#h: 1' to 2' Material: 5il�y Clay percent Lim� pH D 8.95 2 9 2.21 4 9 2.32 6 9 2.37 8 '12.38 1� 12.39 CMJ ENGTNEERING, �NC. PLAT� A.1'� ��If��ARY �� i�R��`I�L !l��I��►L �I�E D�4ir4 Proj�c�: Turn Lane Improvements - Phase 1 Marine Creek Parkway at NW Loap 820 - For# Wolth, Texas Projecf tio.: 103-20�372 f�emove ! Fieplace 9ep�h (�.J �o Fteduce �o�ing iotal PV� I�VR �o: ��' ��'� 1.0 {'rn.� 1.5 (in.} 2.0 (in.) 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Rigid Pavement ResigNE�aluation Concrete 7hickness Total Rigid �SALs Reliability O�erall Standard Deviat�an �lexuraf Strengt� Madulus of �lastiaity 0.0 0 o.00 0.0 Load Transier Coefficient Modulus of Subgrade Reaction arainage Coefffcieni Initial Serviceability Terminal Ser�►iceability 2,90 3Q0 psilin. 1.00 4.50 2.�0 Mod us af 5ub rade eaction k- al e Determi Resilient Modulus oi the Suhgrade Unadjusted Modulus of Subgrade Reactian Depth to Rigid �oundation Loss of Support Value (0,1,2,3) Modufus af Suhgrade Reaction 3DD psilln. 8.56 inches 3,722,075 95,00 percent 0.39 62D psl 4,0OO,ODD psf Wednasday, pac�mber 9, 2021 12:51:59PM Engineer: �� •� GC-�o��o� l�[��no�°i$y am� Wo�en ��n�d �u�in��s ��te��rise C�ru��l��nc� TI-�S �PA�]E ]�E�'7C' �l�TEl\TT��TA]C,LX �]LAl�TTI� CIT"Y OF FORT WORTEI STANDARD CONS"I`RUCTION 5PECIF[CATION DOCUM�IVTS Tntersection [mprovemenfs at 820 & Tvlarine Creek Parkway Phase l CPN 10 ] 585 Aevised 7uly l, 2a l 1 ¢� � o r 11-� d U a Q ¢ � � � � � � '� � � � � LL� � � � IL � �:.o � � � :..o � � � � .� ��/q W �"'� � � � F+� N ,N � � c _ � C� � G ^� � W � N � � i C7 .� N O b � m t6 � � � � � �/!n! � � ❑ N � V, N ❑ � � � � � � � � � � � C q] � �, � � � � LLj o � � ❑� � � � � 41 � Q� � ❑ � a � � y � .� w t9 0- � � � � � � � lj � � �N N '� � � U N Q � � jq � • iJ � i � � N � m � cn �p `� -� o � z � � �� a❑❑❑�� aM c� � a � � Q � �� V � � � w [.% C '!` d � v� � � � a 'w � � C m � � Ci' vi � ¢ � N � `� � � � ,y � � qyj l�6 ❑ � m �+ � = 1J_l �/�e �q (B F� �tid �� j � N N E � � � � � � � � � � N � � �` ❑ � U pQ � � � v � � '' O � �� L � � � � � � � Y � � U � � � "' � V � � � � Z � :/� � � � O � � N ❑� a x � � � p N � � � V �s (� 8 �c'? d� __ � o � '�, � � � � � � ' � � � � v U 6'" m �i IA f%� � � � N � s"' � � z E � j � � a � a�q � ` .�' � � � � � Q � � � 0! 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Upo� .�'�vat'd and �ec�ipt o�my co�traci fro�n tJ�e Cit� o�FQrt Wo.tth, a subaon�raat wi�l b.e issuecl �d sent to J Rubio Tiuckiug �or� e�eatit�on.. �'inct��ely, rusf,in B1$ir Vi.c� �re�iclez�t ;�--�- " r C�' -� -�`'r ,�'�^R�ibio Truckiri� F��.��LE�`W�� h�Sl��ll��`�C)� March 4; �422 Gre�n. Scapiri�. 24�� Ha�cU.ey �derrri]l�, RI): roxt Woi�h, "r� 7�1 t 8 �s� 7� zs�-oa�� Fax �$1'7) 29�-5?8� ��: I�te,rs�ction T3npTav�emet�t ati [H $�� & marit�e C��k Park�uay Pl�ase 1. To Wh�m It IV�.y Cnncern: W� subrrtii ta y,��Li tl�i� Ieiter .a� i�tte�t fi� �.con�a�t wi:�7 �Greei� ��.piil� to co�n�l�fi� the �o:ddi�g au� s_eedirig unpt�overnent� c�n fihe �ibnv�; ��r�iae��l pxoj�c�, i� t�e: �nount of $�;788.�0.. Upo� �.�at•d at�� r�ceipt af r�y �antract-from the �it� a��'ort'Viior�h, a sti�ico�:traet wiiI b� issued aaxd sent tc� �'reen �caping for �x�cution. sir�c��iy, � �:� _. , ::.�,-��- �.f-ustirz Blair Vine Presid.-ent 1'._ .��! � r� � � i� �:��1L��C�� `�i'�5��'�I�rN �� D�I+�o. P.O, Brax 988 . Burleaon, Te�as 7�U87 � (817,) �9�-QO�f3 � �'ax ($9.7} 29r�796 ZVlarch 4, 2:q22 �Iui� Canstructian, LLC PO ��x 1SS �enile��,e� '� 7G�60 �.F: �rrt�rsection ��mprov�mant �t.fH 820 8� rnarin� C��k �'arkwa� T''l�a,��. l x� Wh�n1 It May Conee��; W� st�la;�nit;to you �liis ��t��r o£int�nt to aor�tract �vii1� K1Ut.z.�c�nst��at�vn, t.LC tv ��k�te the s�orm d�a.in ��ci structur� im�rowem�i-�s to Cha a�ov� referenced pcojeel�'fa�� rnU,�rt �� i �,sob,a.o UpoM ays+ard �tt� �ec�i�t ofmy coritra��t irc�m th� Ctt� oi'k't�rC iiJo�tl�, .a suboantrAci wl,ll �e Yssued and seni to Caw��wn ��di-IViix iFor axeci��i�an. Sinc�xe�y, stin S�ir Vic� Pi'c�si�et� , �„ T�{u�.Coiist�ii�ciinn, �.L� -.. ��h� ��V��°i��V ��9 �hol�� P.O. Box 999, � Buti��sOn� Texas 760a� Marih 4, �022. C�iucnws� Rccii-Mix f'O I3ox 1d2327 �'�� Wu�tl�, 'C� 7G 1 D6 � fe97) 295-t�0�s o �ax'(897� 295-�796 R'C:: lntersecfic�u �lmprovern��r �t IH ��Q & �narine �reek Fark�vvay P�ase .1 To V1�8om 1� IVlay Conc�rn: W� submik #o.you this letter +�#' in�tent to �nntract vt�ith Co�riawn R�di-Mia� to f.urnis� r�dl- �i�t coi7��rete to #he ah��, refEre�ced project, �or the est[tr�a#eci total amr��t o:� $184,534.00 Upon �v�+artl and receipt af my c.ontract frntn th�. City of �ort'UVnrth,. a s�bc�ntraet wi11 '�a� issu�c� an� sent to Cowtbwn Rec(i lVti�c .far ez�ecution. Sitzce�eiY, � sti� sl$i� '�i�e Pr�sident . � �. Co�vtovom edi-Mix ��`��7 VV�� R,.��es 7['�CS ]P�.�]E I1]E�'7r IN'�IEl�TT��l�TA��L� �I1A.1�][� CITY OF' P�RT WORTH STANDAItD CONSTRUCT[ON SPECIFICATTON DOCUMENTS {ntersection improvemeirts at 820 & Marine Creek Parkway Pliase l CPN 101585 Revised ]uIy 1, 20 i 1 2013 PR�VAII,lI�G UIIAG� R,47E5 (Heavy and Highway Construction Projectsj CLASSIFICATION DESCRIPiION Asphalt bistributor Operator Asphalt Paving Machine Operator Asphalt itaker Broom or Sweeper qperator Concrete Finisher, Pa�ing and Structures _ Concrete Pavemenfi Finishing Machine Opera.tor Cancreie Saw Operator Crane �perator, Hydraulic 8D tons ar iess Crane Operator, l.attice Boarrm 80 Tons or Less Crane Operator, Lattice Boom Qver 8p Tons Crawler Tractor Opera#ar Electri�ian Exca�ator dperator, 50,OQ0 pounds or Iess Excavatar Operator, O�er SD,OOp pounds �lagger �orm Builder/Setter, Structures Form Setter, Paving & Curb Foundation Qrifl Operator, Craw]er Mounted Foundation Drill Operator, iruck Mounted Frbnt End Laader Operator, 3 CY or Less Front End Loader Opera#or, Over 3 CY Labarer, Common Laborer, Utility LoaderjBackhoe Operator Mechanic Mflfing Machine Operator Motor Grader Operator, Fine Grade Motar Grader Operator, Rough OfF Road Hauler Pavement Marking Machine Operator Pipelayer Reclaimer/Pulverizer Operator Reinforcing Steel Warker Raller Operatar, Asphalt Roller flperator, Other Scraper Operatnr 5ervicer 5mall 5lipform Machine Operator Spreader Box Operator Truck Rriver Lowhoy-Float Tru.ck DriverTransit-Mix Truck �river, 5ingle Axle Truck Driver, 5ingle orTandem Rxle Durnp Truck Truck Driver, 7andem Axle Tractor with 5emi Trailer Wel�[er Work Zone Barricade Servicer Wage Rate � $ $ $ $ $ $ $ $ $ $ $ $ $ $ � $ $ $ $ $ $ $ $ � $ $ $ $ $ $ $ $ $ $ $ $ � $ $ $ $ $ $ $ $ � 15.32 13.99 Z2.69 11.74 Z4.12 15.05 14..48 18.12 17.z7 z0.52 14.07 Z9.80 1i.19 �6.99 �.0.06 13.84 13,16 1.7.99 zi.o� 13.69 14.72 1Q,72 12.32 15.18 T7.68 14.32 17,19 ].6.OZ 12.25 13.63 13.2A� 11.01 16.18 13.08 11,57. 1Z.96 1458 i5.96 1�4.73 16.24 14,14 12,31 12.fi2 12.56 1A-.84 11.68 The davis-Bacon Rct prevailing wage rates shown for Heavy and Highway consrruction projects were determined by the United States Department of Labar 8nd current as af 5eptember 2013. The titles and descriptions far the classifications Ilsted are deteiled in the AGC of Texas' Standard Job Classifications and �escriptions for Highway, Neavy, Utilities, artd Industrial Construction in Texas. page 1 of J,