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Home My WebLink AboutContract 57193I, I�'I I�?I ' I� �� _ I� '' � � �.�b;� �`��i�:. �. �3��$ap� d -�-, � ��`;�' .�4�� : �; s i , . �d�"�`�- : �F:��;R��`��' �,_ Q PROJ�C� NfANUA� �hU�`E�" ��- ��'�w �.._�.�� -`�_ - FQR �'kE CONS�'RUC710M BF fVarmandale 5treef and Las Vegas irail Improvements City Project No. 101591 6etsy Price, Mayor Da�id Cooke, City Manager Michael Owen, P.E. City Engineer, Transportatinn and Public Works Department Prepared for The City of Fort Worth Transpartatian and Puhlic Works aepartment lu�e 20Z1 Prepared hy: 78PE No. F-640 5646 Milton 5treet, 5uite 500 Dallas, Texas 75206 (214)753-$1aQ � , 4AY�EN CONSULTANTS, INC, F-DD6�0 ��Zt�.\�tl ,�.�a��" a� TF��1 � ��...... �......9 ��1 �f ADAN N CR055 .i .�.......i .i •� 34 8.....-'n .p ___ u ��,�, �- - - - ,_ �i.. nf�1 � �� Cit �f F��t�To�th � Standard Construction Specif�cat�on Documents Adopted September 2011 90 00 0.0 STAND�IILD CQNSTRUCTION SPECTFICATION QOCUMENTS Page 1 of 7 SECYIO� OD 4D QO TABLE OF CONTENTS Division Oa - General Conditians Last Revised 00 OS I Q Ma or and Council Commuuication 07/D 1I2011 00 OS 15 Addenda 07101/20] 1 00 ] 1 13 Invitation to Bidders 07/19/2�2I QO 21 13 Instructions to Bidders l 1/0212Q21 00 35 13 Conflict of lnterest �tatement 02/24/2020 00 4I 00 Bid Form 09/3Q12021 00 42 43 Pro osal Form Unit Price OI/2U/2412 00 43 13 Bid Sond 09/30/2021 00 43 37 Vendor Co;n liance to State Law Nonresident Bidder 06/27/201 ]. Op 45 1] Bidders Pre uali�cations �8/13/2021 00 45 j2 Pre ualification Statement Q9130/2U21 �C ,. . n 081131�021 00 45 2� Contractor Com liance with Workers' Com ensation Law 07/01/2011 00 45 4� Business E ui Gaal ]�127/2021 OQ 52 43 A reemenfi 11/23/2021 00 61 13 Performance BQnd 07/01/2011 00 61 14 Pa ment Bond 07/Q112011 QO 6l 19 Maintenance Bond Q71fl1/2011 00 61 25 Cer�ificate nf Insurance 07/fl l I201 i 00 72 00 General Conditions 08/23f2021 00 73 00 Su Ieme�lta Conditio�3s 03/09/2020 Division OI - General Re uirements Last Revised O1 I 1 OU Summ of Wark 1 2/2 012 0 1 2 O l 25 00 Substitutio.n Procedures 07/01/2013 O1 3l 19 l�reconstruction Meetin 08/17l2012 O1 31 2� Pro'ec# Meetin s 07/01/20l 1 O1 32 16 Construction Sc�adule Q$/131202i O1 32 33 1'reconsfruction Videa 07/01/2011 Q1 33 OQ Submittals 12/20J2012 DI 35 13 S ecial Pro'ect Pracedures 12/20/2012 03 45 23 Testin a�1d Ins ection Services � Q3/091202U a1 50 40 Tem orar Facilities and Gontrols 07/01120] 1 O1 55 26 Street Use Permit and Modifications to Traffic Control 03122/2U21 al 57 13 Storm Water Pollution Prevention Flan 07/Q1/20] 1 41 58 13 Tem or i'ro'ect Si na e 07/01/2011 O1 6Q OQ Product Re uirements 03/09/2020 Ol 66 00 Product Stora e and Haiidlin Re uirements 07/a112Q11 O1 70 00 Mobilization and Remobilization 11/22/2016 Q1 71 23 Construction Stakin and Surve 02i1412018 O1 74 23 Cleanin D7/01/20l 1 O 1 77 19 Clos�out Re uiremei�ts 03/22/2021 0] 78 23 O eration and Maintenance Data L 2/20/2012 fll 78 39 Pro'ect Record Documents 07/a1/2011 CITY OF PORT WORTH Normt�idale s�3d Las V�gas [ntersectinn lmprov�nienrs 5TAT�iDARD CONSTRUC'I'fON SPECIFICATIDN DOCUM�NTS ProjectMo: ]O1S91 Revised September 30, 2021 aa oo ao S7'ANDARQ CONSTRUCTION 5P�C1F1CAT10N DQCUMENTS Pa$e 2 of 7 Technical Specificatians which have been rnodified by the Engineer speci�cally for th'rs Project; hard copies are included in #he Project's Cantract Doeuments Divisio�n D2 - -9�3- �- �� Conditions .. Date Modi�ed Division 03 � Conerete Division �6 - Elec.trical D'rvision 31- Earfhwork 3r� �9-9� 3I 23 l6 Unciassi�ied Excavation lune 2421 3 i 23 23 Borrow June 2021 3l 24 00 Emba��kments Juiie 2021 3�$� �.....,t,,., .,..,� a,.,a:,�..,..+ r-�,,..+..,.t �$"�$--" �16H� �— Division 32 - Exterinr Im rnvements �� 32 O1 I S Tem orar As halt Pa�in Re air June 2Q2i 32 O1 29 Concrete Pavin Re air June 2Q2I �_.. r,......:1��„ n.,�„ r-,.,...n,,., �� '� l�e.,,e.,+'i'«o.,fn,a i�„�e f`..<.,,.�e� � �r .� n_��r�rr� hn y� i� �� '�'�� 3�"�"7"G� � �� 3�-3�1-7� r�.,,:� �a„�en ,.,.a r`,.�on ��r .xr,., �,.,.,.a� .,,,a �.,,-�� C]'fY OF FORT WUATH Normandale vid Las Vegas ]niersection lmprot+ements STANDA[tD CONSTRi]CT1aN 5PEC1F{CAT[ON DOCUMENTS Praject No: 10159� Revised Se}�tember 30, 2D21 1 ii : : -- —` ' — - � =� 0— - -- . . . .. _; . ..,_ .. __.. ��_ , . . �,. :�:..:.�a.�.,.- ° _�:i� : ' b �' � _- - _ �� - y� � , . �..n.,..,;.�:.:�: • � a, � �-_- � � . " . _ = `.. _ :' : "' � � -� �� : ; � - �� " :.� �� - - � .. � •: \1iii�.11it�Si . ' ....-,��...-, ;.. . . . _ � .rar - ��ii«a�va�.�.eu..� i�.�.si�vie�r 7 ' � ' � s i i i' ; '�� ' L ' . . . e • i ' � � � � � � 0 0 0 0 0 0 �e • � � �i � � e��R'! �7+T t fi � e!' �! � 7 C['�- Watai• Services 1-inc}� to 2-inch Jui�e 2021 CITY OF FORT WORTH Normandale and Las Vegas lntersection Improvemenls STANIIARI} CONSTRUC7'IO�I SPECir[CATiON DOGUM�TITS Projact No: 10I591 Revised September 30, 2021 oa o0 00 STANbA.ItD CQNS�RUCTION SPECfFiCATiON DOCUMENTS Page 3 af 7 00 oa o0 STANDARI7 CONSTRUCTION SP�C[PICATION DOCUMENTB Page 4 of 7 Technical Speci�cations [isted be[ow are included for this Project by reference and can be viewed/dnwnloaded from the City's website at: http://fortworthtexas.�ov/fiwlcontractors/ or httr». "dnn5.furlworthtexas.�ov/ProiectResuurces/ CITY OF PORT WORTH Normandale and Las Vegas ]ntersection ]n�provements STANbARD CONSTRUCTION SPECIFIGATION DOCUM�NTS Project No: ]D1591 Revised September 30, 2421 00 00 00 STf43VDARD CONSi'RUCTION SP�C1f7CAT10N DOCUMENTS Division 02 - Existin Conditions 02 41 l3 Selective Site Demolition 02 41 14 Utili Remaval/Abandonment U2 41 1 S Paving Removal Division 03 - Concrete Page 5 nf 7 Last Revised 12120I2012 12120/2Q12 02/02/2016 03 30 00 Cast-In-Place Concrete 12f2012012 03 34 13 Controlled Low Stren th Material CLSM 12120f2012 03 34 16 Concrete Base Material for Trench Re air 12I2012012 03 80 00 Modifications to �xisti�� Co�acrete Struetures l2/20/2p12 Di�ision �6 - EIectrical 26 OS 00 Coinmo�; Wark Results for Electrical 11/22/2013 7w�O�T� , ., ,q�.,.,�7, 26 OS 33 Raeewa s and Boxes for Electrical S stems 12/20/2012 26 05 43 Under ound Ducts arid Racewa s for Electrica[ S siems 071�112�11 �fr95-� ^^�� Division 31- L+'arthwark 31 QO 00 Site Cleariri. 03/22/2021 31 23 16 Llnclas�ified Excavation O1/28/2013 31 23 23 Borrow o 1/28/2013 3 i 24 OQ Einbankme�7ts 01/28/2013 31 25 00 Erasion and Sediment Control 04/29/2021 � �6�i� l �l 1"f1Z7zvr�a�i�Z' �J'r"3'7't'�'� �-i{z�$�'��'zy" Division 32 - Exterior Im rovements �-, n�� , -„�,-z, ^�� 32 Ol l8 Tein ara As halt Pavin Re air 12/20/2D12 32 01 29 Concrete Pavin Re air 32/20/2012 32 11 23 Flexible Base Courses 12/2pl2012 32 11 2R Lime Treated Base Courses 12/20/2012 32 i l 33 Ceinei�t Treat�d Base Courses 1212�/2012 �� .,o,��„�-;�,;;� �ff . , ., ,1�T 'l/1 l�� .1'7_7�1� .11/�� 32 13 13 Concrete Pavin 03119/2Q21 32 13 20 Concrete Sidewalks, Drivewa s aud Barrier Free Ra�n s 04/29/2021 32 13 73 Concrete Pavin .Foint S.ealants 12/20/2012 �� 1 'f 7'1�, A�� 32 16 13 Concrete Curb and GUtters and Valle Gutters ] O/D512016 32 17 23 Pavernent Markin s 11/22/20 ] 3 32 17 2S Curb Address Paii�tiil 111�412413 �� r�i....:.. n,.r,,,.,. .....a r�..e,.., , � ��r„�?, � n ��r, i � r-��v-�r��c � n �� ^^y�. [x 1.....) L`., ., a r_.,a.,.. y � r�T�.TG4�aT� 32 32 13 Cast-in-Place Canerete Retainii� Walls 06/0512018 Cl i'Y Or NORT W�RTH T�ormandale and Las Vegas Inlerseclion {mprovements STANDAI2D CONSTRUCTIOT�I 3PECIFICATION DOCUMEI�ITS Project No: 1U1591 Revised Septem6er 30, 2021 ao 00 00 S'TANDARD CONSTRUCTION SPECIFICAi'TON DQCUMENTS Page 6 of 7 32 91 l9 To soil Placement a�}d Finishin of Parkwa s 1 2/2 012 0 1 2 32 92 13 Soddin 05/13/2021 32 92 14 Non-Native Seedin 05/13/2021 32 93 43 Trees and Shrubs 12/20/2012 Division 33 - Utilities 33 Ol 30 Sewar aild Mar�hale Testin 9/07/2018 33 O1 31 Clased Cireuit Tel�vision (CCTV Ins ection 04129/2D21 33 03 10 B ass Pum in of E�istin Sewer S stems 12/20/2D I2 33 04 10 Joint Bondin and Electrical Isolation ]2/20/2a12 33'$��_ r-�,. , r�.,�,+».,r �r,,..� ef„f;,.,,� �; �-,.,�r 3-3--�� „� ,.,.. ,-�,-�;�T 33 04 30 Tem ora Waler Services 07/01/2011 33 04 40 Cleanin aiid AccE tance Testin of Water Mains 02/06120I3 33 {�4 50 Cleai�in of Sewer Mains ]2/20/2Q12 33 US 10 Utili TrencIl �,xca�aiian, Ezaabed�nent, and Backfill 04/02/2021 33 OS I2 Wa�er Line Lowerin 12/20/2012 33 OS 13 Frame, Cover and Grade Rin s b7102/2421 33 05 l4 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to pg/2Q/2017 Grade 33 OS 1G Concrete Water Vaults 12/20/2012 33 OS 17 Concrete Collars 12/20/2012 �_, , •, ,•,T,,, ;*; :,wT- �r.. T„ ,.1 T « D1 .,4.. i n rn�n rnntirr . �] 1._ n'� � TLTLQiZ.�n"�iZ .�� nr n� inl�nrnnin T1-4TTT� TL7 Lm 1:CTlZ � nC/��nl�nrtC�-r 33 05 26 Utili Markers/Lacators 12120/2aI2 33 �}S 30 Locati�.n afExistin Utilities 12/2012�i2 33 1] 45 Bolts, Nuts, and Gaskets I2,�2012012 33 11 10 Ductile Iron Pi e 12120/2012 33 11 i 1 Ductile Iron Fittiu s 09/20/2017 33 11 12. Po] vin 1 Chloride PVC Pressure Pi e I U1612�18 ��'--�i ti�i—r� s � ��r o e �LL� t '] M�,�,� 7TTrT 33 12 10 Water Sezvices 1-inch to 2-inch 02/14/2017 �_ Y ., ,.,�r �� n c fn� � � 1�� nn »�T 33 12 25 Connection to Existin Wat�r Mains 02/06/2013 33-�� ,.,,.,�.,,,,;.,,,,., � � 1�, n i rn��, �� in cn i�1�n7�nti� TT1T7Tr 7Z7'L'�lL�TZ �� nr_�i�nl�ni,� � � ��, i n rn�, n�z �� 1 i� y�l�n��nt� �r -rzrz-arz��v-rs '�1 1 .J " 'n0 ��"lf��jT 33 31 2D Pal vin 1 Cl�loride PVC Gravi Sanita� Sewer Pi e 06/19/2013 CITY OF FORT WORTH Normandale and Las Vegas liitersection ]mproveme�sls STAI�lpARD CONSTRUCTIOI�I SPECIFICAT[ON DOCUMENTS Projact No: 101 S4l Revised September 30, 2�21 00 00 00 STEINDARD CdNSTRUCTIL)N SPECIFICATIQIV DOCUMENTS Page7of7 Appendix GC-6A6.D MWBE GC�6A7 Wage Rates END �F SECTION CITY OF FOR7' WOATH Nonnandala and Las Vegas Intersection lrnprovemenYs STANDARD CONSTRUCTION SPECIFICATION DOCIJIViEi�ITS Projecfi No: 101591 Revised September 3D, 2D21 ��►� tii �ort wcrth, �axas Nla�r�r and �our��il ��mmuni�ation DAiE� 11�O�h'21 h1&� FILE l�UMBER- M�� 9•q$(q 4i]C+ NAM�,. ?�SOUThi hibftMAh�W4�E ST AT LAlS VEC,Ac 9�Vd R�B�OH SIJiSJECY (L'� ;s� Aulhorlr� � xaculbn ni R Gnna�ru�bon Ganirael wllh Rahct�, Ir�o„ u, iha l�moun� of $2,322.fl 43,Op loc Iha Eon�frucila� of lnleraeallon imprvva�nvnnl� an S�„l� t�ormandel� streeq al iag VageS �Uu4dV�Fe (2419 9pnd Praar�m} � l�E��.C7h4[��hCaA7Yi}N: ll In fe'-ilmmenae� ;hnl 1h6 �19y fifiuncll 311�hfl�Ie� ex5�u11o+1 �� conlYecl wlRh Reh�an. I no., In aha a�nnunt of 87�;sx� �913,04� I6� 1h8 C6119khJelloh �f I h4 �n12��GN4n In'I�TOU2:�nER 4� $O�Ih C�o-�nar.dei� Slr�e1 PI 3.RS Vcg[i� &,44'cU6Fd {��ly P��;x�1 hJo, 1415�`. j, I�1��lJ�$!Q�l: 1?•e purpnae a� Chle �u1ayP' ditd �UnGll GA�FUI51�p�Il1M1 (M��} kA ltl 9U1h9n2tl l{1h h%QCuIfUl1 0] A sahlratl wIL1} Relica�, I�G.. In !h� mrr,�Wn1 of S?,3��.353.�0, tc,r Ihm m��lruouori a! uvtorsocuon �i�pr�}w�nn��i1;, �n $4uCh Normanda'o SL•ael a1 Les V�a� �uure+rafd Thg Im�rpv��G� Gi}�Isrd6 s muF11�1,yno rvun�47��u1, m:nar elorcn dfelo ;mprox��mgnk6 $n� p�dg��rlcln hwillilg� p�pM ps y��walxs �nd �ym�i�ry� DI60�IIIky ACI{,�QA, ] r9f�pB. 7he GOr�!NCliah eahlracl wlll oe fwndad using �{}:� �4n� prp7r�un Funda ewdlla�lo li� li�o prqaei. 11s9 �f0'�,641 wae 8dV0�169U �11h4 F9If 4Vwlh Stur-T'9to�ram ors ?uly 9. 7,�21 anp ,JuG� Q, �� 1 The �pllqwl�p bldEl �h�xe FaY.aPvod bn JUly 2g, 2,72 }, 91d Ina i{�2.322�913,00 Grw,� �2�34R�Yi�2,i1b Warth CIwU �anelruelurs �l7.+�74,�2�.4� T'I,r, F�In �ro,�, Int ,��,559,Be2.�U CohfilNtlfofl ��3,7�7,G-0$_�� Conmlru�.11an Shs proJeoR w,ll have no Impaat on Ihe Tranapcxl�lla�, ar-d �ubbc Warks oa+nu� opeFaiion audgat vA,en pofl�leSed. Go��in:�lloR le expaGleu �a �1art �n OecsmDar 7021 71�1� �mfecl I6 Ine'�ded ln I�g ,�a7Q �mij pr4g+l7flt.1�YU�!i�hf� les0�i��:pd wllhl+s 11+a C,�xiivrp� �wIH! wlll h9 u5od l+� pf�?v�e Inlarlm fmQnr.ln4 �nzll dr,�t kg Isq�gd OnCP. Ueh1 flsB4Cl81ed wlRlti IIs9 #��I ia eold, hwrd p;octroda WIII �imbu�s� Ihe G3ne=al Fpnd i��ccortipnr,� tylkh Iho sl.,lun�e�+l aK;xan��np ul6clal 1nlanl la F2elrnhu�Q 4hy woa ad�lad as pr�rl oiiM.e ordina�e aaf�w��al�Q 11�a rx,n�l � h,��:nn (U� dlnans� �lon 232aa7-R5-20415� and s�hse4ua�l aeliaR� iRKen :1y LhR M�IY�� Rnd CO�.JIICII. Corrpl�nce wll�3 Rhe Ciry�, B�sl�Bss �qul3y Or,ilf*�nca hti� btinfl nohloV�! bying'.uskawirig mvlh.rfd: Ro�co.*11ne. le fn �aTpllanra s�iih I�A C'�y'g �lr�lr�6� Equlty 4Fdlnp�riuo �y cpr�Irnitl�M1p � 6,291�. �H�jlulp SI�f1 0'S Ihls pYoJoc!'� l�aey b�d ertd d2mannl�sili"fl �oor! {aifh fl60Fi6, �PhR C�Iij�S R4FSw5BS;i Eu+al[y E}Uv� faf Ihla proJo�k le 1 a°+':. �alu prole�i la sdml�� i�, uOUNC�L DIS�'FtIC'I' 3. LiE-�'1wE:EY�].a�T�F:3#[*]:II�1�.3�I�[�T:�i��[�]iA 7he �=ioclor of Financer LONHIo� IIr�1 furtds �un o��u=!eb;u 1h Che eu�annl cepll�l �ud�gl, ag pr�wlpwply gppi�p�j��p�, h11n� $0191}u�lo ptoy+�llr �wnd �u� Inl�rs�3cbotG tlrlp:ove;phE6 ort 5-aWh hlu�rl�sdRs� 8{feel SI L�16 Veg�Fs EidurhY2lyd kti 6up�otl I� opprc�val of 1ho ahwa �-g�amrnpndgiipn 8ntl ,�wPr�j Ih9 Cn�l�Bek, ?flc�f 101Fny 6xpeil�ilu�� being hic�tYfitl, Ihu Tr�nspartation and P�llc YVorke {]eporjm�t h�e L�e rgspaR9i�illly 1n w�lltlallU fho Plvtulu:s;,ly of funds. B�hEn��lnd rffr Clly M1u�fa}�or's DfTlce I�v: 6er� 9:,rglydoM �aiB Qr9�khaldn��Ih�66 Li11II H@�� y4pllam Johnaon 7A�1 �t14l�0.�1L�(Q�p�L9fl�'c41iS�� M4nlyH�ll $66� .. • ,S . ' . . , . . � . . „,�nFNDUM NO� i . �'iTY O]F FQRT 'WORTH. ' � ` . TR�NSPORTA�T�pN AND PLJBLIC WORKS - . LAS VE:GA� AT NORMANDALE ROUNDABOUT , , City Project No..101�9'� . � i .. Addendam l��a. f f�aue JDate: ,�ui,y �Q, �021 i;id ReceiQt �gte (revised): .Yuly 29, 24�1 . �i his, addendum forms }�art af the contract aocuments referenced above and modifes the original Contract �'+��e�ments. Ar_.kr�nr�vled�e reeeipt of this addend.urn by signing and attaching it,to the Contract I�ocutnents �'inside}. ?Wote reeeipt of the Addendum in the Bid Proposal anci on the outer envelope of your bic�. aPEC a.FICATIQNS � ' P �neciiication 1�012 t3 — �nvitalkio�n �ta I�idders � , ' � � � o'The u-evised Bid Receipt Iyate shall be July �4, �0�1. 11 li r��ther �rovisions o� �Fte �ontract �kocuments, pians an�i specificatia�s. shall remain unchan�ed. ,4ailure to return a signed copy of the addendurn r�ith the Fraposal shall be grounds for rendering th� h�d ::;�r±-re5ponsiv�. �;ie,ned copy of this addendum shai! be placed inta the Proposal at the time ;��' �:d et,hrnittal. • , � ^.ECEIPT ACKNOWLEDGED: � , ShWEfia RaO, ogo�p � p�� eysrtWec� �P.E PMP '�Y �''•'nr2p - �y; �:h�.�ia Rdo, !',1�., f'MP �3 � :s.,a:s� .n5�uo� _ ..� Y� r, �it�+ of Fort Vdorth � �hweta Rav, F.E., PMP C' mpanY: [�'rniectManager - � , ^ ��ransportation :xnd 1'��blic �Norks � �� _—_ --- � . � � . . � � ��""� . � "'p"� - � . . �.-,� -� =;r1a.i. . � . � � ,. . , � 1NTERSECTION IMPROVEMENTS AT SONDS RANCFI ROAD & FM 1�6 � ` � SHEFYT 1� OF 1 � Ofl l I 13 Il\ViTATION TO BIDBERS Page 1 of 3 SECTION 0011 13 �NVITAT�QN TO BIDDERS RECEIl'T OF BIDS Due to the COVID 19 Emergency declared by the City of Fort ViTorth a�d un�il the emergency declaration, as amended, is rescinded, sealed bids foz the construction of S. Normandale St. at Las Vegas Tx�terseciion Project (CFW Proj. No. 101591) ("Project") wi�l be received by the City o� Fori Worth Pia�rcbasing Qffice until 1:30 P.M. CST, Thursday, 7uly 22, 2021. as further described belaw: City of Fart Worth Purchasing Division 20Q Texas Street Fort Worth, Te�eas 76102 Bids wili be ac�epted by: I. U� Mail at the adciress above, 2. By courier, FedEx or hand de�ivery from 8:3C?-1:3Q on Tlaursdays only at the �outh End Lobby of City Hall lacated at 200 Texas Stteet, Fort Worih, Texas 7b1Q2, A Purchasing Department staff person will be available to accept the bid and provide a time stamped reeeipt; or 3. If �he bidder desires to subz�it th� bid on a day or time other than the designaied Thursday, the hidder must cantac� tlae Ftuchasi�a.g Department during norinal vc�orking hours at 817-392-24b2 tti make au. appointment to meet a Purchasing Depart�nent employee at the Sout� End Lobby of Ciiy Hall located at 200 Texas Sireet, Fort Worth, Texa,s 76102, where the bid(s) will be recezved and timeldate st�nped as abowe. Bids will be apened gublicly and read aloud at 2:00 PM CST in the City Council Chambers and broadcast ihraugh live stream and CI�W public television which can be aceessed at ht :��r //�or�worthtexas.�ov/fwtvl. The general puhlic t�ill not be a.Iiowed in the City Council Chambers. Tn addition, in Iieu of delive�in.g completed MBE forms for the praject to the Purchasing Of#"iee, bidders shall e-mail the completed MBE forms to the City Project Manager no later than 2:Q0 p.x�a. on th� s�cond City business day after the bid opening date, exGlusive of the bidopening date. GENERA�, DESCRIPTION OF WORK The ma.j or woxk will consisi of the (approximate) following: - Concrete Pa�ving Canstructionl Reconstructian (LESS THAN 15,OQQ squa�reyaxds) - Watar Distributian, Developrnent, 8-inch diametar and �maller - Liner Sys�tem for Sanitary Sewer Siruciures (Warren) - Sanitaxy Sewex Cans�ruction, 12-inches and smaller - Raadway and Pe[�estrian Lighting - Sew�r Bypas� Pumping, 1 S-inches and smaller CITY OF FORT i�VORTFI i�Iorniaudale and Las Vegas Interseckon Improvamenta S1`AiVDARD CONSTRUCTION 3PBCIFICATION DOCUMENT PrnjectNo: 101591 Temporarily Revised Apri16, 242D due ta COVIDi9 Emergency OO l l 13 FNVITATION TO BIIlDERB Page 2 of 3 PREQUALIFICATION The improvements included in this project must be performed by a coniractor who is pre- qualified by the City at the time of bid opening. The procedures for quali�ication and pre- qualification are outlined in the Section 00 2] 13 -- IIVSTRUCTIONS TO BIDDERS. DOCUMENT EXANIINATION AND PROCUREMENTS The Bidding and Contract Docu�nents may be examined or n�rtained on-line by visiting the City af Fort Worth's Purchasing Division website at ��,, w� W.� ,� Ew� 4LG�� ,cu� .;n..��F� and clicking on the link to the advertised project folders on th� City's electronic document management and coll�boration system site. The Contract Documents may be downloaded, viewed, and printed by interested. cantractors andJar suppliers. Copies of the Bidding and Contract Documents may be purchased from Hayden Consultants Inc. which is as follows: 5646 Milton St #500, Dallas, TX 75206 Tha cost of Bidding and Contract Documents is: Set of Bidding and Contract Documents with full size drawings: $�00 5et of Bidding and Contcact Documents with half size (if available) drawings: $250 PREBID CONFERENGE A prebid confereance may be lield as discussed in Section 00 21 13 - INSTRUCTI�NS TO BIDDERS at the following date, and time via a web conferencing application: DATE: Tuesday, July 6, 2021 TLti�iE: 9:00 AM If a prebid canference will be held online via a web conferencing applzcation, invitatians will be distributed directly to those who have submit�ed Expressions of Interest in the projeet to the City Pzoject Mar�agez and/or tk�e Design Engineer. The presentation given at the prebid conference and any questions and answets provided at tl�e prebid conference will be issued as an Addendum ta the call for bids. If a pxebid conferenee is not being held, prospective bidders can e-rnail questions or comments in accordance with Sectiou 6 of the Instructions to Biddere referenced abave ta the project manager{s} at the e�mail addresses Iisted belor�. Emailed quesiinns will suf�ice as "questions in wrifing" and tlae reyuirement to formally mail questions is suspended. If necessary, Addenda will be issned pursuant to the Instructions to Bidders. CITY'S RIGHT TO ACCEPT OR REJECT SIDS City reserves the right ta waive irregularities aud to accept or reject bids. AWAI� City wi11 award a contract to the Bidder presenting the lowest price, qualifications and cvmpetencies considered. FUNDING Anp Contract awarded under this INVITATION TO BIDDERS is expected to be fuuded from revenues genera.ted �rom bands and reserved hy the City for the ProJect. INQU�RIES All inquiries relative to this procurement should be addressed to the following: CTTY OF FORT WdRTH I�forfnandale and Las Vegas intersection Improvements STANDARI7 CQNSTltL1C7'ION SPECII�ICA'ITON bpCCTMENT Praject No: ] 01591 'Temporarily I�evised Apri16, 2020 due to CAVIDI9 Emergency 0o i i i3 INVITATIQN TO BIDDERS Page 3 of 3 Attn; Derek White, City af Fort Worth Email: derek.white@fortworthtexas.gav Phane: 817-392-2383 AND/OR At�n: Adam Cross, G�I Consultants Inc. Emazl: across a�geiconsultants.com Phone: 214-753-8108 EXPRESSION OF INTERSEST To ensure bidders are kcpt up to date of any nev�' information pertinent to this project or the COVIDI9 emergency declaration, as amended, as at r�a.ay relate to tbis pzoject, bidders are requested to email Expressions of Interest in this procurement to the City Froj ect Manager and the Design Engim.eer. Tb.e email should include the bidder's company name, contact parson, that indi�riduals email address and phone number. All Addenda will be distributed directly to tllose who have expressed an interest in the procurerr�ent and will also be posted in the C'rty of Fort wOI�l's purchasing website at i.�� wut�IlteXaS.goV/pui, sslllgi PLAN HOLDERS To ensure you are k�pt up to data of any ncw infortnation pertinent to this project sucY� as when an addenda is issued, downlaad the Plan Holder Registration form to your computer, complete aa�d eznail it ta th� City Praject Manager nr the Design Engineer. The Cifiy �'roject Manager and design Engineer are responsible to upload the Plans Holder Registration form to the Plan Holders £o�c�er in BIM36U. Mail your cornpleted Flan Holder Registration form to those listed in INQUIRIES above. ADVERTTSEMEIiTT DATES Start Date: Thursday, 7une 24, 2021 End Date: Thursday, July l, 2021 END OF SECTION CITY QF FORT VJORTH Normandale and Las Vegas Yntersection Tmprovements STANpARI] CONSTRUCTIO� SPECIFICATION DOCUMENT Project No: 1�1591 Temporarily Itcviaed Apri16, 202D due to COVIDl4 �mergency � � ApDENDUM NO. 2 CITY O�' FORT WORTH . � TRANSPORTATION AND PUBLIC .RtORKS ' ; � INTERSECTION IMPROVEMENTS AT NORMANDALE AND LAS VEGAS � , , City Project No. 101�9]. ' Addendum No. 1�sstxe DaEe: July 22, 202]. � Bid Receipt Dafe: ;Taly �9; �0�1 This adden.dum forrns part of �he contract dacuments referenced above and modif es the original Contract Dacumentis. Acic�o�vledge receipt of this addendutn by sign�ng anc� attaching it ta the Contract Documents (inside}. Nate receipt of the Addendum in ibe Bid Proposal and on the outer. envelope of your �id. ' . � , SPECIF�CATI�NS ' - 32-11-23 Flexable Base Caurses CONSTRUCTION PLANS - � � SHEET �q.44 — See �nodified sheet. , . . � - SHEET C1.01 � See irtodified sheet, � � � �- SI3EET C'�.�'� — See modified sheet. . � - �uHEET G7.01-- See m�dified sheet. - SHEET �7A2 — 5e� modif ed sh��t. - SHEET C'�.03 — 5ee modified sheet. � - SHEET C7.04 — 5ee modified sheet. " - SHEET C7.05 — 5ee modified sheet . - SHEET C9A1— See modifi�d sheet. � . - SHE�T C9.02 -- See modified sheat. � OUESTIONS/. COMMENTS Received as of 7/1 91202 1. � Question/ Comment Answer There is a bid item for temporary pa�ement in Traffic � Control and it refers ta spec 9999.0000. Where is the , specification for material, thickness, subgrade, etc, far this item? We will need ta knaw this requirement in ' 1 order ta bid the item. 2" Asphalt with 4" flex base. ' INi�f25ECiIQN IMAROVEMENTS AT NORMANDAL� AlVb W5 VEGAS SHEET 7. QF 5 3 4 5heet LI 11.01 detaiEs the irrigation system. Notes o� that sheet say that the 1" water se�vice tap, impact fees, and meter bax are to be furnished by athers. !t says the LIC is supposed to furnish a water meter. 7here are no bid items in the praject for a new water service to be insta[led by this cantract or for a water meter. Is that an oversight or will FWWD be installing the service? Sheet LI 11.01 also shows the +rrigation cantroller and rain sensor to be located on the east side of the praject along Las Vegas Trail. The plan does not show how povver is to be supplied to the irrigation cantroller. There is anly one meter pedestal to be constructed on the project, and it is on the oppos9te side of the job in the median of Norrr�andale. Mow is it expected that the controller will be supplied for Sheet C11,0z shows a stub of conduit in the cerater roundabout median far landscape lighting, hawever this is a 240/48pV system for the street lighting. How wiH the power he s�tpplied from this ta the lawer �oltage landscape lighting? Is there a second pedestal to be installed there7 Cou�d that pedestal also supply the irri�ation controller? Item 13A is for the truck apran pa�ing. These truck apron sections in roundabouts are generally built of fufl-depth integral color concrete with a stamp pattern. This project doesn't show that that I can see, but the bid item 56 in the fandscaping items calls for additional cast of "applied" colar, with no mention of stamping. Color can be applied on the surface only but this usually isn't acceptabfe for truck aprons. Will the truck aprons L�e stamped, and will the "a}aplied co�or" [� bid item mean full-depth integra! color or a surface application only? Wi{I the area in question be paid twice. once under each item 13A and 56? In the paving section of the bid, item 12 is for Cement material while Item 13 is for Lime Treatment. 7he materia] will need to be the same as the appfication item, so it will need to be eitF�er lime with lirr�e stabilization or cement with cement stadil�zation. Originally th9s was intended to be installed as a part of another contract, but this has changed. The note has been changed ta read tfiat all of this work is to be performed by the irrigatian contractor and make it part of the irrigation oricin� in this contract. The electrical contractor will n�ed tn pull a 3.2fl �olt circuit ta the irrigation contraller location shown on t�e irrigation plans. The irrigation cantroller was not placed in the median to prevent damage to the unit should a �ehicle jump the curb or run thru th� mediar�. The 5aratoga fixtures will be mounted to the power pipe stake and they hold an electronic dri�er. These drivers are dedicated 120v or 27iv. L9kely 120v wilE be preferred and they contractor will need pull wire for 12dv power to each fixture (conduit required). 12dv Power pipe mounting catalog will be; # PP 512 TRS575 [FlNISH] B 120. This will be for an aluminum power pi�ae [FINSH to be determinedl. with 12av transfarmer. The truck apron is full depth integral calor concrete with scoring as shown on the plan. 7hese are two separate items. . de will be modified to flex base_ INTERSECTION IMPROVEMENTS AT NORMAIVbpLE AND LA5 V�GAS SHEET 2 OF S 7 8 Spiitter island details on C7.02 show section �-F as (apparently) 8" re�nforced concrete, hut the callout refers to it as "crushed rock" Is this intended to be paving, decorati�e crushed rock, or concreie pavi�g with a"seeded" crushed rock surface? Lanc�scape plan Li.q1 only cal�s these areas "AG2 Crushed Limestone", which does not imply reinforc�d concrete like the detail shaws. F-F aEso shaws fh� thickness as being 8" to a distance af 5'6" back of the curb, then it becomes thinner but the plans don't call out that dimensiot� or show any reinfarcing steel in the thinner area. What is this area supposed to be? Sheet C7.02 sectian �-E shows �" thick reinforced concrete but does not refer to �he materiaL Sheet L1.01 of the landscape plans shows this median area to be pV2-decorati�e paving. I assume that refers to 9tem 57 in the landscaping items. Is this "decorative pa�ing" to �e full-depth integral coEor or a surFace color anolication? Sheet C2.07 in the phasing plans shows that the roundabout m�dian as well as all the other medians an the project will be constructe[i last. At that ppint there will be no excavation of earth, just removal of the previously constructed temporary pa�ing and some af the original permanent paving. All of these medians will need to be filled, especially the raundabout median which is to be built up to a height of 4'. There are no bic! items in #he project for excavation or for borrow, and no place on the projeet site to store any materials excavated in previous phiases, if in fact any would be acceptable for the fills in the medians. There is a need for an item in the proposal for Borrow to bring these areas up to the required ele�ations, or either it needs to be made clear to ihe bidder5 that this is a subsidiary item. it will be a very si�nificant cost item. Bid item 9A in unit 1G has a unit of ineasure of 10 "EA". This should be "LF", Regarding removal of pavement (item 2j: The paving plans show tying into existing concrete with an asphalt �verlay..The ty�aical sections on 5heet C1.01 indicate only asphalt pavement. The bid item for removal is "remove concrete pa�ement". Please clarify the exi5ting section and what the thickness is for the 11 asphalt a�erlay and concrete pavin�, 1'he splitter islands are ta match landscape sheet. Pa�ement cl.etails sheets have been modified. The decorati�e pa�ing to be full depth integral color concrete Added an item to tf�e quantity sheet for exca�ation. the unit should be "LF". The exisfiing section is concrete pa�ement with asphalt overlay, Geatechnicai borings were nat performed in the pavernent, anticipated 1-2" of halt overlay o�er 5" concrete pa�ement. INTERSECYIQN 1MPROVEMENTS AT NORMANDALE AND LA5 VEGAS SFlEE7 3 OF 5 Item 20 in�that section refers to a 6" Concrete Truck A�ron Curb. Elsewhere in the plans it refers to the truck apron curb as a 12" x 17" curb, which a{igns with the detail on sheet C7.07. Is the 6" Canc Truck Apron Curb intended to pay fnr the 12" x 17" curb per the 12 detail? The Quantity Sheet shalild be calling oLt 12" x 17" Curb rather than 6". 7his has been modified on the quantity sheet. Where on the project is the 6" eoncrete curb and 6" Concrete curb araund each corner af gutter paicf for under item 16 in the paving section? It raundabout. The curbs aro�nd median will now appears an the plans that there might be about 500' of be quantified as separate concrete curb and t�at itern, generally where new medians are gutter due to the response to question r�umber 13 constructed adiacent to existin� asphalt pavement. 14. C�arb on concrete pavement is usually su�sidiary to the pavement, althowgh an much of this project, the curbs afong the medians ean't he constructed monalithically in the various paving phases because they would interfere with traffic passage in subsequent phases ancf will have to be constructed in phase 7 of the 7CP, Is the Curb and Gutter item supposed to pay for this separately-canstructed curb? lf so, is there a detail in the plans far that curb? 7he only curb details I find show manolithic curb with na permissible canstruction joint shown. The joint details also do not show a joint 14 in these locations. The Co�struction AIlowance items in Unit 1A, 1F, and 1G are supposed to be reimbursement items with a pre-bid amount set by the City. The pre-bid amounts 15 for these items are not shown in the bid aroposal. Lime stabilization qwantity appears to be o�erstated significantly. It appears that the quantities of 8" Concrete paving and Truck apron pavit�g w�re added together to arrive at 6900 SY o# lime subgrade; betail has been proWided for separate curb. There is no construction allawance as a part of this proiect. � however, the truck apron quantity is in square feet, nat square yards. I# this were the case, a closer estimate �f the lime subgrade quantity wouic! be in the �ieinity Qf The lime stabifized su�grade has been replaced is � 4ssa sv with flex base. Alsa, the Temporary Asphalt paving quantity of 45Q SY seems impossibly law, considerjng that it will be needed to cap all existing median areas in phase 2 of the traffic control plan to handle tra#fic throughaut ali the phases of the TCP. I thinfc a more realistic quantity 17 would be abou� 1500 5Y for this item. Qu has been unciated. INTER5EC�IUN IMPROVEMEN�'S A7' NORMA�V�ALE ANI� LAS VEGAS SHE�T40F5 3.8 Pfease clarify the �ointing for this project. Sheet C9.01 shows Trans�erse joints to be an 15' centers. General detail sheet C7.�.z Shows contract joints at 15' maximum and sawed transverse would then be 7.5'. Typical Fort Worth is 30' Contraction joints and 15' transverse so oEease clarifv. In unit 1B Paving quantities, where on the project is item 14, 6" Concrete Pavement? l don't see this paving anywhere an the plans. The Paving plan C6A1 shows afl median caps anc� the roundabaut center shaded as 6" Concrete Pavement. This has apparently all be�n changed into landscaped areas, so it appears there is no 6" Concrete Pa�ement on the project, assumEng all 19 � the landscaping is done. For this praject, is there a reason that Construction Surveying and Construction 5taking have been broken out sa many times in the bid farm, i.e. once under pa�ing demolition, again under water demolition, again under wastewater? This is not typical and mal�es it confusing for us to bid. According to City of F� Worth Spec, 'Constructian 5urveying' in�olves checking and verifying cantrol, but we would not do this more than once for the whole prnjeet, while'Construction Staking' is the actual line and grade stakes for construction. Can 20 vou clarifv wh� these are duplicated? The jointing Qlan has been modified, but the max dimensions shown on C9.01 are correet. Medians have been changed ta match landscape areas, However, there are some areas that will be paverrtent as shown on sheei L1.01 and it is 4" concrete. Both the item and the quantities �aue 6een updated. This has be�n corrected on the quantity sheet. ADDEfVDIJM N0. 2 All other provisions of the cantract dncum�nts, plans and specificatiflns shalf remain unchanged. Failure to ret�rn a signed capy pf the addendum with the Proposal sha[I be graunds far rendering t�e bid non-responsive. A signed copy of this addenclum shall lae placed into the Proposal at the time of bid submittal. RECEiP�T ACKNUWL�L�o'Ep: By: rrtpany:� � - -. ,�. .. , 5 hWeta R,a� digltalfy signed 6y Shweta � Rao, P.�, PMP P.E, PMP oate:2oat.o�.zs By; 48:43:52 -Q5'o:a� Shweta Rao, P.E., PMP Praject Manager, Transportation Pub[ic Works IN�ERSECTIDN IMPROVEMEN�S A� NORMAf��ALE A�1D LAS VEGAS SFiEET 5 OF � 321i23-1 FLEXIDLE BASE COURSES Page 1 aF7 SECTION 32 1123 FLEXIBLE BASE COURSES PART1- GENERAL 11 SUMMARY A. Sectiou Includes: 1. Foundation course for surface course ar for other base cou7rse composed af flexihle base constructed in one or more courses in conformity wiY.� the typical section. B. Deviatians £rom this City of Fort Worth Standard Specification 1. None C. Related Specifica�ion Sections include, bnt are nat necessarily Iimited to: 1. Division 0— Bidding Requirements, Contract Forms, and Conditions of the Cantract 2. Divisipn 1— Creneral Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. M�asurement and Payment 1. Measurement a. Measurement far tk�s Item wi1l be by the square yard oiFlexible Base Course for various: 1) Depths 2) Types 3) Gradations 2. Payment a. The work performed and materials furnis�ed in accordance with ihis Item and measured as provided under "1Vleasurem�nt" will be paid for at the unit price bid per square yard of Flexihle Base Course. 3. The price bid shall include: a. Preparation aJad conrection of subgrade b. Furnishing of material c. Hauling d. Blading e. 5priukling f. Compactmg 1.3 REFERENCES A. De£'ini�ions 1. RAP — Recycled Asphalt Pavement. B. Reference Standards 1. Reference standards cited in this specificatian refer to the eurrent reference standard published at the ti�nne of t�ae latest revision date logged at the end of this specification, unless a date is specifically cited. 2. ASTM Internat�onal (ASTM}: CITY OF FORT WORTH [Insert Project Name] STANDARII CO3�I5TRUCTION SFECIFICATION BdCi]ML7NTS [Tnsert Project Number] Revised 17ecember 20, 2012 32 1123 - 2 FLEXiBLE BA�E COIIRSE$ Pege 2 of 7 a. D698, Standard Test Methods for Laboratory Compaction Characte�.stics of Soil Using Standard Effort (12 400 ft-lbf/ft3 (604 kN-mlm3}) 3, Texas Departmen� of Transportation (TXDDT): a. Tex-104-E, Determining Liquid Lirnits of Soils b, Tex-106-E, Calculating the Flasticity Index of Soils c. T�x-107-E, Determining the Bar Linear Shrinkage of Soils d. Tex-110-E, Particle Size Analysis of Soils e. Tex-116-E, Ball Mi11 Method for Determining the Disintegra�ian of Flexible Base Material f, Tex-1 I7-E, Triaxial Compression for Disturbed Soils and Base Materials g. Tex-411-A, Soundness of'Aggregate Using Sodium Sulfate orMagnesium Sulfate h. Tex-413-A, Determining Deleterious Material in Min�ral Aggre�aie 1.4 ADMINISTRATIV� REQUIREMENTS �NOT USED] 1.� ACTION SUBNIITTALS [IiOT USEDj 1.6 ACTION SUBNIITTALS/INFORM[ATIONAL SUBNIITTALS [NOT USED] 1.7 CLOSEOUT SUBNIITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS �NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 11� DELIVERY, STORAGE, AND AANDLING [NOT USED] 1.11 FIELD [SITE] COIITDITTONS �NOT USED] 1.1� V4'ARRAI�TY jNOT USED] PART 2 � PR�DUCTS [NOT iTSED] �.1 OWNER-FURNISAED PRODUCTS [IiTOT USED] i?)f►�i�� I�I Il �17/� �� A. General 1. Furnish uncontaminated materials of uniform quality that m�et the requirements of the Drawings and specifications. 2. Obtain zn�aterials from approved sources. 3. Notify City of changes to material sourc�s. 4. The City may sampl� and test project materials at any time before coznpaction throughout the dura.tian af the praj ect to assure specification compliance. B. Aggregate 1, Furnish aggregate of the type and grade shown on the Drawings and conforming to the requirements of Table 1, 2. Each source znust meet Tabte 1 requirements far liquid limit, plastiCity index, and wet ball mill for the grade specif'ied. 3. Do not use additives such as but not limited io 1irne, cemexat, or fly ash to modif� aggregates to meet the requi�ements of Table 1, unless shown on the Drawings. CTTY QF FORT WORTIi [�nsert Prqj ect Name] 5TANDARD C4NSTRUCTIDN SP�CIFICATION DOCUitiiIENTS [Cnsert Yroject Number] Revised December 20, 2012 32 11 23 - 3 PLF..XIBLL BASE COCTRSES Table I Material Re uire�nents Pro er TestMethod Gradc 1 Grade 2 iVlaster gcadation sieve siae % retained 2-1/2 in. — 0 l -3J4 in. 0 �10 7/8 � Tex 110-E 1�35 — 318 in. 30-50 — No, 4 45�5 45--75 No.40 70-85 60-85 L'1 uld llmit °/a ma�c. Tex-104-E 35 40 PlastiCi ind 3nax. '£ex-1QG-� 10 l2 Wet 6all mill % max? 40 4S Wet bail mill, % max. Tex-116-E increase passing the 20 20 No. 40 sieve Classification l.Q 1,1--2.3 Min. compiessive sCreagth3, psi Tex-ll7-E lateral pressure 0 psi 45 3S lateralpressure 15 psi S75 175 1. Determine pIastic index in aceordance witla Tex- I 07-E (linear st�nkgge) when lic�ud limrt is unattainable as defined in Tex-104-E. 2. Wkten a soundness value is requucd 6y the Drawings, test materiai in accordance witbi Teac-411-A. 3. Meet botit tlte classifioation and tha minimum compressive s�ength, unless otherwise shown on the Drawings. Page 3 of 7 4. Material Tolerances a. Tlae City may accept rnaterial if no more than 1 of the 5 most recent gradation tests has an individual sieve outside the speci�ed lixnits of the �radation. b. When target grading is required by the Drawings, no single failing test may e�ceed the master grading l�y nuoze that� 5 percentage paints on sieves No. 4 and larger or 3 percentage points on sieves s�ller than No. 4, c, The City may accept r�aaterial iF na more than 1 ai the 5 most recent plasticity index tests is outside the specifted limit, No single failitxg test nnay exceed ihe allowable limit by more than 2 points. 5. Material Types a. Do not use fillers or binders unless approved. b. F�z�quish the type specified on the Drawirigs in accardance with the fo�lowing: 1 } Typ� A a) Crushed ston� praduced and graded from oversize quarried aggregate that originates from a singie, naturally occurring source. b} Do not use gravel or multiple sources. 2} Type B a) Only for use as base material for temporar�y pavement regairs. b) Do nnt exceed 20 percent RAI' by weight unless shown on Drawings. 3} Type D a) Type A material or crushed concrete. b) Crushed concret� containing gravel will be considered Type D material. CTTY OF FORT WORTH [Insert Project Name] STANDI�RD CON5TRUCTION SPECIFICA'IYDN DOCiIMENTS [Insflrt Project Number] Revised December 20, 2012 321123-4 �'LEXTBL�, BASE COURSES Page 4 of 7 c) The City may require separate dedicated stockpil�s in order to veri£y cornpliance. d) Crushed concrete must meet the follawin� requirements: (1) Table 1 for the grade specified. (2) Reeycled �x�atez-ials must be free from reinfarcing steel and other objeetionable material and have at most 1,5 pereen# delateriaus material when tested in accoxdance with TEX-413-A. C. Wat�r 1, Furnish water free of i.X�dustrial wastes and other objectionable matter. �.3 ACCESSORIES [NOT USEDj �.4 SOURCE QIIALITY CONTR�L [NOT USED] PART � � EXECUTION 3.] INSTALLERS �NOT USED] 3,3� EXAMINATION [NOT USED] 3.3 PREPARATION A. General 1. Shape i1i� subgrade or existing. base to conform ta the typical sections shown on the Drawings or as directed, 2. When new base is required to be mixed vvith existing base; a. Deliver, place, and spread the new flexible base in the required amount, b. Manipulate and thoroughly mix the new base with existing material ta pra�ide a uniform milcture to the specified depth before shaping. B. Subgrada Coznpaction 1. Proof roll the roadbed before pulverizing or scarifying in accordance with the following: a. Proof Rolling f) City Proj ect Repxesen�ative must be on-site during proof rolling operations. 2) Use equipment that will apply sufficient load to identify soft spats that rut or pump. a) Acceptable equipment includes fixllp loaded sin.gle-axle water truck r�vith a 1500 gallo�a capacity, 3) Make at least 2 passes with the proof roller (down and back = 1 pass). 4) Offs�t each trip by at most 1 tire width. 5) If an unstable or nan-uniform area is found, correct the area. b. Correct 1) Soft spots tlaat rut or pump greater than 3/4 inch 2) Areas that are unstable or non-unifortn 2. TnsCallation of base material eannat proceed until campacted subgrade approved by the City. 3.4 INSTALLATION A. Creneral C1T� OF 1�ORT WpRTH [Insert Project Name] STANDARJJ CONSTRUCTION SFECIFICATION DOCUMENTS [insert Praject Number] Revised December 20, 2012 321123-5 FLL�7�SLE SASE COURSES Page 5 nf 7 1. Construct each �ayer unifo�rmly, free oF loose or segregated areas, and with the required density and moisture content. 2. Provida a smoot� surface that conforms to the typical sections,lines, and grades shown on tlaa Drawings or as directed. 3. Haul approved flexible base in clean, covered trucics. B. Equiprnent 1. General a, Provide tnach�nery, tools, and equipmeat necessary for proper execution of the work. 2. Rallers a, The C,antract�r may use any type of roller to meet the production rates and quality requirements of the Contract unless otherwise shawn on the Drawings or directed. b. When specific types nf equipment are required, use equipment that meets the specified requirements. c. � lternate Equipmeni. 1} Tnstead of �he specified equipment, the Contractor may, as approWed, op�rate other compaction equipment that produces equivalent results. 2) Discontinue the use of the alternate �quipment and fiunish the specified equipmen� if the desired results are nat achieved. d. City may requixe Contraciar io substitute equipmeni ifproduction rate an.d quali#y requirements of the Contract aire not met. C. Placing 1. Spread and sha.pe fle�cible base into a uniform layer �y approved naeans the sama day as delivered unless otherwise approved. 2. Place rnaterial such that it is mixed ta minirnize segrega�ion. 3. Construct Iayers to the thickness shown on the Drawings, while maiintaining the shape of the aourse. 4. Where subbase or base course exceeds 6 inches zn thickness, construct in 2 or more courses of equal thickness. 5. Minimum lif� depth: 3 inc�es 6. Control dust by sprinkiing. 7. Carrect ar replace segregaied areas as directec�. $. Placa successive base cours�s and finish courses using the sa3ne construction methods required for the fiarst course. D. Compaction 1. Gen�ral a. Campact using d�nsity con�rol unless otherwise shown on the Drawings. b. Multiple lifts are permitted when shown on the Drawings or appro�ed. c. Bring each layer to the moisture content directed. When neccssary, sprinkie �he material to the extent necessary to provide nvt less than the required density. d. Compaet the fiill depth of the s�tbbase or base to the extent n�cessary to rernain frm and �table undar construction equipment. 2, Rolling CTTY OF FORT WOItTI� [Insert pro,ject 3�Iarryc] STANDARD CON5TRUCT[ON SPECIFI�AT'ION D()GUMENTS [InserE Project N�mber] Revised Aecember ZD, 2Q12 321123-5 �L�XTBLE BASE COUR5E5 Page 6 of 7 a. Begin rolling longitudinally at the sides and proceed towards the center, overlapping on successive trips by at least 1/2 the width of the raller unit. 1�. Ozi superelevated curves, begin rolling at the lovv side and pr�gress toward the high side. c. Oifs�t alternate trips of the roller. d. Operate rollers at a speed between 2 and 6 mph as directed. e. Re�+orfc, recompact, and refinish m�ate�rial. t}.�at fails to meet or that loses required maisture, density, stability, or finish before the next course is placed or t1�e project is accepted. % Cantinue work u�til specif"icatian requi�ements are met. g. Proof roll the campacted �lexible base in accordance with the folIowing: 1} ProofRalling a} City Project Representative must be on-site during proof rolling aperations. b) Use equipment that will apply sufficient load to idenYify soft spots tb.at rut or pump. {1) Acceptable equipment includes fully loaded single-axle water truc% with a 15Q0 gallon capacity. c) Make at Ieast 2 passes with the proof roller (down anc� back = 1 pass). d) Offset each trip by at most 1 tire width. e) if an unstable or non-unifarm area is found, correct th� area. 2) Correct a) Soft spots tha# rut or pump greater tha� 3/4 inch. b} Areas that are unstable ar nnn-uniform. 3. Tolerances a, Maintain the shape af ihe course by blading. b, Campleted surface sk�all be smoath and in canformity with the typical sec�ions shown vn the Drawings to ihe established lin�s and grades. c. For subgrade beneath paving surfaces, correct any deviation in exc.ess of 1/4 inch in cross section in length greater than i 6 feet rneasured longitudanally by loosening, adding or rennoving mate�rial, Reshape and recompact by sprinkling and rolling. d. Correc� all fractures, settlement or segregation iminediately by scarifying the areas affected, adding suitable ma.terial as required. Reshape and recoxnpact by sprinkling and rolling. e. S�auld the subbase or base course, due to any reason, lose the required stability, density and finish befare the surfacing is complete, it shall be recompacted at the sole expense oi the Contractor. 4, Density Control a. Minimum Density: 95 percent cozxapaction as determined by ASTM D69$. b. Moi�ture content: minus 2 to plus 4 of optimum. E. Finishing 1. After cornpleting compaction, clip, skin, or tight-blade the surface with a maintainer ar subgrade trimmer to a depth of a�proximately I/4 inch. 2. Rent�ove loosened material and dispose of it at an approved location. 3. Seal the clipped surface immediately by ralling �ith an appropria#e szze pneumatic tire roller un�il a snaooth surface is attained. 4. Add stx�all increments of water as needed during rolling. C1TY OF FDRT WQR'i'H [Tnsert PrQject Name] STANDARD C0316TRLTCT[ON SPECITICATION DOCUNIENTS [InsertProjeotNumher] Revised December 20, 2U12 321123-7 FLEXI9LE BASE COUR5E5 Aage 7 of 7 5. Shape and maintain the course and surface in coniarmity with the typical sections, lines, and grades as shown on the Drawsngs or as directed. 6. In areas where surfacit�g is to be placed, eorrect grade deviatians greater than 1/4 inch in 16 feet measured longitudinally or greater than 114 inch over the en�ire wid�h of the cxoss-section. 7. Correct by loosening, adding, or removing material. 8. Reshape and recompact i�n accordance with 3.4.C. 3.5 REPAIR/RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 QUALITY CONTROL A. Density Test 1. City ta measure density of fleacible base eourse. a. Notify City Project RepFesentative when fle�ble base ready for density testing. b. Spacing directed by City (I per block minirnum). c. City Pxo�ect Representative determines Iocatian of density t�sting. 3.8 SYSTEM STARTUP [NOT USED] 3.4 ADJUSTING [NOT USED] 3.10 CLEANING [N�T USED] 3.11 CLOSEOUT ACTIVITIES �1VOT USED] 3.12 PROTECTION �NDT USED] 3.13 MAINTEliTANCE [NOT USED] 314 ATTACHNIENTS [NOT USED] END OF SE.CTION Revisian Log DATE NAME SL]MMARY OF CHANGE C1TY OF FpRT WORTH [Tnsert Project Name] STANDAILD COI�STRUCT'I03V SPECIFiCATION DOCUMLNTS [Insert Projeck Number] Revised December 20, 2012 REVISIONS �ESCRIA71aPl ❑ATE A�OENOUM 1 07/22/202t � 0 � a � � dn� �s �o� �_ -� ��"� w�a �AVI�[G D�MOLIiION QUANiITIES CS.bY h NO. SPEC 5EC'fION NO. �ESCRIPTION QUAIVTITY UNIT CALC TC 9:476e� C--eNSTRUEii B (i0 00 00 9999.0000 CONSTRUCTION STAKIPlG ] LS 1 C Oa0000 9F49.00OOCONSFRUCi[qNSURVEI' 1 LS 1 1 02 41 15 02Q1.130a REM�VE CONC CIfRB & 2q40 LF 29U0 2 02 4! 15 0241.1000 REMOVE ASpHALT pAVEMEN7 5690 SY 5640 2A 0241 [3 0241.01�6 REMOVE CONC S1�EWALK 49$2 SF 4982 2B 02 41 13 0241.D100 RFI�hOVE CONC MEOIAN 9i3 SY 973 3 3441 30 3441.4108 REMOV� SIC,N PANEL AND 6 EA 5 4 3217 23 3217.430[ REMOVE 4" PVMT MARKING 540 LF 50ES 5 32 i7 23 3217.9307 REMOVE RAISED MARKER 75 EA 7S 6 J� � � 2� 9999:0000 RF1wlOYE 18" �OT PVMT 4 ER 4 MARKING � �RAINAG� QUANTlTIES G5.07 10 024314 02b1.4302R�/iOVE3'GRATEINI.Ef T EA 1 11 02 41 14 0241.4001 REMOVE 10' Cill261NLEf A EA 4 I lA 31 25 00 3125.0001 EROSION AN� SE�IMENT CONT O t LS 1 PAVING QUANYIYfES Cb.01 C72.p1 C12.02 A NO. SPEC SECTION NO_ I�ESCRIPiIDN QUANTITY QUANTITIf QUANilT1f 12 31 23 16 3123.Oi01 UNCLASSIFEED ECAVAl10N 300 13 321128 3211.23029"FLE7(IBLEBASECOIJRSE 4957 3A Q00400 9999.Op06TRl1GKAPRDN PAVING 2400 13B 0� �0 00 9999.O�OU MON04RHIC ME�IAN NOSE 13 __ 14 3213 13 3211.D101 b`CONCREff PAHEM@NT MEDIAN 291 15 32 13 13 3213.0103 S"CONCRETE PAVEMENi 9157 i6 31 23 16 9999,00�0 EMBANKMENF 100 17 3213 20 3213.03025" CONCRETE SI�EWAIK 7859 � 32320100 COhfCREfE IiEfAINiNG WALL WITH 38 323213 54l SIDEWALK 19 321G 13 9499.0000 6" SEP, CONC GURB 3275 2{I 3213 13 9999.0000 12" x 17" CONCRErETRI]CK APRON CLlRB 220 2T 321513 9949,00003"MQUNTABLECUR$WffH18"GIfTiER 498 � 22 32 13 ZO 3213.0503 BARRfER FItEE RAMP.IYPE M-2 $ 23 32 13 20 3213.65Q6 9ARRlER FREE kAMP.1YPE P-! 2 24 3213 20 3213.6b10 BARRIER FRE� RAMP, iYPE C-3 10 25 321320 32i7.0001 b'SLDpVMTIJ.4RKINGHAS [W 22l 2B 26 32 13 20 32[7.6002 4'SLa PVM7 MARKING HAS YJ 1836 2i 32 13 2D 3217.0201 &" SL6 PVMT MARKING HAS (W� 613 194 28 32 13 ZO 99.99.0000 8" DOi PVMT MARKING HAS WJ 8 3 29 321320 9994.000024'SLdPVMTMARKINGHAE(W� 170 30 32 13 20 9999.OQD0 L4NE LEGENO ARROW 3 1 31 3213?A 9999.00OOI,ANEI.EGENpDBLARROW 4 1 32 3213 20 9499,0000 LANE LEGEND TRP ARROW I 33 321320 4999.OE1002'bIAMETER�W CIRCLE 1 1 34 32 13 20 9999.0040 LANE LEGEND [WJ WORd YIELDJ S 35 32 13 20 9999.0000 1$" QOT PVMS MARKING HAE W� 4 36 TXOOT 9949.D000 ALUMINIUM SIGN ITYPE A1 34 6 �Y 356 SY 4957 $F 240� EA 13 A SY 35U SY A1S7 CY 100 SF 7859 SF 641 EA 2 en in LF 249 LF 1836 LF SOi Ea i � LF [7D EA 4 EA 5 EA 1 EA 2 EA 5 EA 9 EA 45 0 es ITEM IVO. PEC SECTION NO DESCRIPTION IIUANTI UNIT CA4C TpTAi 3 1 471. O1 A L O lo 74A 3471 ]3 9994.00047d�BILIZATION EA 1 9999.0000 TEMPORARY 2" ASPHALT PVMT 76 34 71 13 WITH 4" FL�i( BASE INSTAI.ITION AND 1500. SY I50� R�avA� � � U LLE � HAY�£N EPNSpL7AHT5, INC. � , v-ooeao a -�� y;: ''��`.. s,��4 O � � A�AM N. CRO55 � �� .....,1 �I �1 348......r ..� [7 �� i � ''iSIGYJ NL 4-�' � � � Z � H�� p j� OALIAS, TX 752 6EEF� Si11�E 5W � � � wiauE zu.r5s.esoo Q C O N 5 U LiA N T 5, 1 N C. FIRM Iif01ST[iATION N0.006a0 � A C� E f C o m p e n y �w'HAY�ENCONSUL7hN'Y5.CAM � G7v PROdECT fJ1q5591 MASC6 Ni].: 73K Q � CITY OF FOIiT WORTH, TEXA5 W � TRANSPORTATION AND PUBLIC WORKS g TRANSPORTATION PROGRAIVIl'�IIlVG � & CAPTTAL PROJECTS DTVISION Z Q NORMANDALE �TREET AND � LAS VEGAS TR.AIL J �MPROVEMENTS o OVERALL QUANTITY SUMMARY � �ESIGNf�: HCI SCALE' �ATE' SHEET Z �RAWN: HCI �O.OA rurrurn- �r. NI'S MAYl2U2l �� 6 � a � _ _ � � � a;� a6N �:� �e x= i�J i2' 30(!TH-9dIN� 7RA4EL LANE i2' WIO7N VARfES SOUTH-BOWNU TAAVsL LANE MEA�AN 22' 22' _ � N0.47N-801JM0 7RAYEL LAME � NORiH-BQIlNU TAAVFL LANE � � Q Q 6" CONC GpRB 6' CONC CWiB AND GUTTER YARIES ANp ��rTEp ^ — -- -- VARIES — � � — .� — � A 5 — — � �N�R�T� Pav�,E� �=TH 5 E C T I ON A� A pSPHALT OVERLAY E X I 5 T I N G T Y P T C A L S E C T I ON CONCRE7E PA4EMENT WITN � ASPHALT OYEHLAY NORTH NORMANDALE STREET � N. T. S I rao• eow I !&' SQIlfk-BOf1MR iApVE1 lANE � �6" CORC ClIR6 51' Q.5k 1'ARIES ��GL�IA1� STABILIZE� AI] i�� \ i �� i'�' ��' �� / /� � `. ��, � � �, � �,. i / [AM fWI07N YARIE51 W107N VARIES 6' N0:47N-90UM� TRAYEL LANE 7NP. � 6' CONC Cl1R6l � O. SX ` SECTTON A�A PROPOSED TYPICAL SEC7ION NORTH NORMANaALE STREET SBNORM STA 102+70 TO STA 1Q4+20 N.T.S \ TYPICAL SECTTO�VS �rs LO! J8R9 9L�CIf .tlN k 96nCRGi � �� , ,� '��, � � `� � �i /' rz� PY'l7YP. 22' IYIDTYf 4�1E5 2a' 38'friA.) PARKWAY SA�H-80l1N0 7RAYE1. I.ANf BYPlSS AW137QN NqAiN-9oF1N0 TRAyEL LANE pdRKWAY AARXWAY Wf�Tk Wlf:YN " fYYP.1 W70TH � � 5' VARIES �WLK 6"�CONC CURB 6" CONC CURB YARIES VAR1E5 YARIES 9• LIME STABILIZEP �' `pq OPOSED 8° THICK 950V Yst SIIBGRA�E HEENF. CONCRETE W/ 1�4 9ARS QN SECTION B-B �e CENTEHSBOTHWAYS 5� THICN 3000 P5] PROPOSED TYP ICAL SECTION RE[NF coNC WAiK '4500PSI SOU�'H NORMANDALE STREET Y/AYS BARS aN 1V SBNQRM STA 104+80 TO 5TA 105+65 ^ N. T. S �z- Soff7H-B�NO TRA�E�. GANE � r 6" CaHC CUH9 StH1TN-BOfJM1'� 7AAYEL LkNE V 6° caNc cuqa S GU77Ea —�AR[ES ^ Wfa7N VARIES MEOfAN — VpAkE5 _ YP' NORTH-80llM� 7RAVEL LAME 4 e� ooac.cuRe - �A. RIE & GLTTER — [`r rp COkCRETE PAVEAIFJ¢71M27H CONLHE7E AAVqrIFNF N'[TH ,J [, C I Z ON B— U ASpHAL7 9YERLAY ASPHALT OV�RLAY Q � EXIS ING TYPICAL S�CTION SOUTH NORMANDALE STREET N. T, 5 � r2o� xuw i f2' WIDiH VAA7E5 F9' Wl07N VARIES 22' 5�7H-BOUNO iAAVEL f.AME AIEOIAN NOR7k-BWN� TRAVEL lANE HYPA55 MAOIAH NORTH-BOIiHU 7AAVE1 lkNE � ll 1_.l 6° e6ne cupa �6' COMC Cllp& �, _ � _ — � YAHkE"+ — YAAISS— v��F� _ _ VARIES . VdR1E5 — — — — � — ��r � -� � ASPHALT PA4EMENTt — — ASPHALT PAYEk1EkT � � S E C T I ON C- C �ASPHALF PAYEMENT !9' PARI(WAY WI117H EXISTZNG TYPICAL SECTION SOUTH LAS VEGAS TRAIL N, T. 5 i40' ROW 103' 16" !2' 12' W7GTk YAR7£5 21' 22' i' 4' 5' SOUIH-80UNQ lRA4EL LAHE SOIITH-80UH� iRAyEL LANE MEOf4M NORTN-SOtN�� iRRYE'L LANE MpRiH-BWf� TR4YEL LANE 7YP. SFuVC-K 7YP. � � � 6" CONC CURB YAqlES � � 6" et3Nc Cup9 2X SECT I41� C-C SUBGka➢ESTABILI2E� PROPOS�D TYPICAL SECTION 50UTH LAS WEGAS TFiA I L SBLVEG ST 204+00 TO STA 205+30 N. T. S '^ i,� i.� i.i L5° THiCK b000 PS[ REINF CONC WAL& HEl�MFS�Cp�p�CRfTEC� ,�4�BAR5 ON 1B CENTERS 80Ti1 �AYS 9ESCRIp14�N AO�ENOl1M I �AZE U w O a a Z O U W N 0.' H � �� II �� 1 rii `�as Mi�ror�sra�Er, surr� soo J on�tas, rx �szos PxoHe zta.as�.atoo � CONSULTANTS, INC. FIRMR@GISFRATIONNO.OQ670 A G E I C o m p a n y v7YWY'HAYDENCOPIg�LTMRS.DOM �, GTY PRQJECT 101591 ARASC9 NO � w cir� o� �oxT woxxx, �r��s > TRANSPORTATION AND PUBLIC WORKS g TRANSPORTATION PROGRAMMING � & CAPITAL PROJECTS DIVISION Z Q NQRMANDALE STREET AND � LAS VEGAS TRAII, W IMPROVEMENTS o TYPICAL SECTIONS ¢ 3HEET 1 OF 3 � �E51GNE�: HCI SCALE: �ATE: SH�ET O �RAWN: NCI NCS MAYP26Z1 C1.Q] Z curevFn� ur� � P Q � � e= wa �an �"s � -$ � u�" �< 6" CURB SEE PAVING DETAIL C7. i3, C7. 07 5' - 5° (TYf. ) SPLITTER ISLAN� CRUSHED LIMESTONE SEE LANDSCAPE PLAN L1.01 � �� COMPACI��Q SUBGRAD� T�7 90% D�NSI7Y •► ► �� ►• ► • �; \. 6" CURB SEE PAVING DETAIL C7.13, c7. 07 SPLITTER ISLAiVD CRUSHED GRANITE SEE LANDSCAPE PLAM14 VARIES (�4' TYP.} L1.01 �0000a000000000000Q0000000 5�� 0000aoc�000a00000000000000 � CoMFACT�b SUaGRAQ� YO 90% C�ENSI7Y • • �� :� � -\ � i� \ *C I � .`,,` j ,,\ f � ' � /� �` •,\ i . ,�• ,,��'� . i'� /` '\ r� ��/ /� � ', �,, , ,,� ! s� �� / � ' , �,y,,,i �'�� i � . \ TYPTCAL SECTIONS rns � �� Lor aSRa eCacK JG� k BANC:�SI i i' �,. 1 ,�/ � p '_• \ �� '�e � ..,�� 4, �-�.� STANpARD 6" CURE3 S�� PAVING DETAIL C7, 1 34 C7. Q7 3" 4" CONS7RUCT SIqEWALK S�PARAiE F�F20M spLzrr�� zs�allo \ rR = 5' � 5. 5' � � STANDARI� 6" GURB �� "" � ,� SEE PAVING DETAIL � C7. i 3, C7. 07 � �; M0�€QLITHIC MEDIAN N05E , _ , F� SEE PAVING �ETAIL G7. 06 R= 3' MONOLITHIC MEpIAN NOSE SEE PAVING q�TATL C7, 06 - �o� � ��, NOTE: , ALL PAVEMENT AND CRUSHED ROCK �� ON SPLITTER ISLAND AND SIDEWALK �� ' SHOULD HAVE A MTNIMUM SLOPE OF 0.5%, ��.+ A MAXINiIJM SLOPE OF 2% AND SH4ULD B� GRADED TO DRAIN. 6" CURB SEE PAVING DETAIL C7.13, C7. 07 2 �� 12" LONG �4 BAR C� 24" Q. C. � � D 1 2" 3� 2% TYP. z�� -_- i ' 1 �#4 BARS ca 1$ °� CON€PAGT � 0. C. B. W. S��GRAD 12�IMIN. r0 90% QENSITY SECTION VTEW D—� ADJACENT CURB N.TeS 5EE �I��WALK CURB TRANS�TION N�S� �ETATL C7, 05 � � 6�� cuRg a" CONCRETE SIDEWALiC 5EE PAVING DETAIL C7. 20 DETECTABLE WARNING SURFACE SEE PAVING DETAIL C7. 19 TYP� C-3 RAMP SEE PAVING DETAIL Ci, ] 8 SPLITTER ISLAND "A" DETAIL N. T. 5 ❑0 REVf510NS oEscR�P11qr1 pn7E aooeNour� i a�/xx/� U w � a z 0 U � � w � z � � �� `'94fi�MILTINVSTREEi.SIIRE 50U � OALIJ(S�T%75208 � rmnrrE sia.rsa.eiuo CONSULTANTS. ING. FIAMREOIST77ATIONNO.M1&[6 A G�I Company �w•�'Y6ENCONSULTANT6.COA� � CI7Y PROJE'C7 #1f31591 MASCp ND.: 73�K a C'� CITY OF FORT WORTH, 'I'EX�A.S W 7 '1RANSPORTATION AND PUBLIC WORKS g TRANSPORTATIdN PROGR�IVIMING � & CAPTTAL PRO.IECTS DIVISION Z NORMANDALE STREET AND � LAS VEGAS TRAIL � IMPROVEMENT5 ❑ �PLITTER ISLAND DETAIL ¢ _ sr-r��m � o� s � �ESiGNE�.- HGI S�ALE �ATE 5HEET O DRAWN; HCI N,.� ,�,,YrZoz� C7.01 Z CHECISF�� 41f'T < 4 � � P � n�� aO -� e �z �o�w 6." CURB 5E� I'AVING DETAIL C7, t 3, C7, 07 5' - 6" (TYP. ) SPLITTER ISLANp CRUSHED LIM�STQN� SEE LANDSCAPE PLAN L1.01 5" COMPACTEQ SUBGRA4E TO 90% DENSITY •� j ►� • • ;� i VARIES 6" CURB SEE PAVING DETAIL C7.13, e�. 07 SPLITTER ISLANd CRUSHED GRANITE SEE LANaSCAPE PLAN L1.01 00000a000000000a000000000l s° •► 1 _ ,;, ! � \ • � s `C I .�` .,\ j .,` � \� � �\ / l�, , \ ', ,,\ � .�• '��I � '� �� i � �/� `, � � a � �� I � i �,' �, i � �' � / / � T PICAL S�CTIONS NTS � i �� Ra �� :,w x e.rvwsF .� /�i . a, � �� \, � ��. 6° CURB SEE PAVT�4G QETAIL C7.i3, c7. a7 � 12" L4NG �q BAR [� 24" 0. C� 12" 3 2% TYP. �� / I �- #4 BARS � � g" � COMPACTE � 0. C. B. W. SiJBGRAD� 12RIMIN. TO 90% DENSITY SECT�ON VI�W D-D An,IA('FNT CUR� MONOLITHIC MEDIAN N05� � 5EE PAWI�G �ETAIL c7. a� R=�' COMPACTED SUBGRADE TO SE� SIC��WRLK CURB 90% DENSITY TRANSI7ION N05.E DETAIL C7.06 ��1�ECTABLE WA.RNING SURFACE 5EE PAVING 4ETAIL � C7. 19 5" C0�4CRETE SIaEWALK � 5EE PAVING DETAIL � A C7. ZO 6" CURB STAi�DARD 6" CUR6 5�� F'AVING DETAIL C7. 1 �, C7. 07 CONSTRUCT SIDEWAL SPLITTER IS�ANQ� .� � .�. � �`�, i i �� . . � � . `. 'D ' . � NaT�: • . ALL PAVEMEN7 AND CRUSHED ROCK ON SPLITT�R ISLAND AND SIDEWALK SFEOULn HAVE A MINIMUNV SLOPE OF 0.5%, A MAXIMUM SLOF'E OF 2% AND SHOULD BE GRAQ�D `�0 DRAIN. �a � � , � �� \ �� '� \` `i � i 0' \`� _.a� �f R = 3 � � 4 �� -MONOLITHIC MEDIAN NO SEE PAVING DETAIL / C7. 06 STAN�ARQ 6" CU�?B 5EE PAVING DETAIL C7. 1 3, C7. Q7 TYPE C-3 RAMP SEE PAVING DETAIL C7. 1 8 DETECTRBLE WARNING SURFACE SEE PAVI�lG DETAIL C7.19 SPL.TTTER ISLAND "B" DETAI_I.. N, T. 5 � REVISIONS �EscRIP7lON onTE A�➢ENOUM 1 07/22/"e � � a z O F- w � w r z N�� 564fiMILTON STRFEf� fi111TE 600 J bAiLA5,77(75208 PHONE 214.733.8106 � CONSULi/�NTS, 1fiEC. FIRMAEGfSiI:AF14NNp.00840 A GEI Company �1•MAYOENCONSULTANFS.COM � Cltt PROJECT 101591 MASCO NO.: 73K a C7 CITY px' FpRT WpRTH, TEXAS W � TRANSPORTATTON AND PUHLIC WORKS g TRANSPORTATION PROGRAMMING � & CAPITAL PROJECTS DIVISION Z Q NORMANDALE STREET AND N LAS VEGAS TRAIL � IMPROVEMENTS o SPLITTER ISLAND DETAIL a SHEET 2 QF 5 � �ESIGNEb: HCI SCALE: �A7E SHEEi O DRAWN: HCI Z ru�rkrn. ur. NTS ivIAYl2U21 [�%,�2 � � � � tl � _ � �� d� M� .o oNhg gWa� �o�� 6° CURB 5EE PAVIN� DETAIL C7.13, C7. D7 5' - 6" (7YP.) SPLITTER ISLAND CRUSHED LIMESTOIVE 5EE LAN�SCAPE PLAN L1.01 5" COMF'ACiED SUBGf2ApE 70 9Q% f��NSITY t� � �! � _► • C: ►. 6" CURB SEE PAVING DETAIL C7.13, C7. 07 �'•, \ %�� a �• � � . SPLI7��F2 ISLAND CRUSHE� GRANIT� 5EE LANDSCAPE PLAN VARIES (�4' TYP.) L1.Q1 )OOOOOOQOOOQOOJOOOC�OQOOOQO 5�� 00000qaa0000000000a000000 COMPACTED SiJBGRAn� 70 9Q% [}ENSITY ��CT�QN V��W �—� ADJACENT TO C1�1 � Ne Te S � r � ,�� I .,, � � � ,` � ,\,,` �% 1 \ '. �' � ., �i•' _ � /�, ,, A� � ,� � ! ��6� � `\` �'I � �' c �,. � i i� \ � / \ TYF'ICAL SEC�iIONS NTS Gor �a ��« JfN k 9WIGS i� /�/ . or� �� ,` � � l�'� R = 5' 6° GU.RB 12" MONOLITHIC MEQIAN N05E SEE PAVING DETAIL c7. o� � � �, 5�E SIDEWALK CURB TRANSITION NOSE Ci�TAIL C7.06 � 3 �� 2% TYP. _ 3" 2 �� q �� / 1 �-�*4 BARS c� 18" � G��PACT �� 0. C. B. W. $UBG.RAD 12R�MIN. TO 90% DENSITY S�CT�ON VTEW D—D �qJ��IACENT CURB N� T e S ._� ""�— -�_ .` i', MONOLITHIC MEOIAN NOS� SEE PA(�VING DETAIL C7. OU i' �<i% � / J \ STANQARD 6" CURB � SEE PAVING �ETAIL � C7. 1 3, C7. 07 DETECTABLE WARNING S�RFACE \ SEE PAVING DETAIL C7. 19 TYPE C-3 RAMP SEE PAVING �ETAI� C 7. 1$ � NO7�: ALL PAVEMENT AND CRU5H�D ROCK ON SPLITTER ISLAND AND SIDE.WALK 5HOULD HAVE A MINIMUM SLOPE OF 0.5%, A NEAXIMUM SLOPE OF 2% AND SHOULD B� GRADED TO DRAIN. / �� % � /. / �_ \ ��` ,�.�e . ,Zl• SPL. T TTER T SLAN6 "C" [}ET I �� CU�� SEE PAVING DETAIL. C7.13, C7. 07 2 �� 12" LONG �4 BAR C� 24" 0. C. � 5" GONCRETE SIbEWALK SEE PAVING D�TAII� C7. 20 �1 ~-CQNSTRUCT SIDEWALK � S�f'ARATE FROM SPLiTTER ISLAN� �ETECTABLE WARNING SURFACE 5EE PAVING DETAIL C7.19 STANDARD 6" CURB SEE PAVING DETAIL C7. 1 3, C7. Q7 oEscnianow � oaTE aoa&Mo�M i o7/zz/2ort 0 c�1 w � xpYd�N �ONSULTdNTS, IHC, � F-�,o � t�s��'��+� z y � �,4r 1� O * r: . ... .*� U ApAA7 N. CRO55 W 4...:......i i'i 3ae......_.. � i �� K + �"•• ws�qf �I��s`'�tt� _ F— � z � � � � � � � 6548 MIiTON5TREET� S4RE 500 J onu as, �rx �szos � P}iONE 214.753.8700 f O N S U LTA N t 5. I H G. FIRM REGISTRATION N0.00690 A GE{ Company ��xavo�cowsUCT.arars.co� � CiTY PftOJECT 105591 �SASCO NO 3K a � CITYQF FORT WORTH, TEXAS � i TRANSPORTATIOIV AND PUBLIC WORKS g TRANSPORTATION PROGRANIlVIIlrTG � & CAPITAL PROJECTS DIVISION � NORMANDALE STREET AND � LAS VEGAS TRAII. � IMPROVEMENTS o SPLITTER ISLAND DETAIL ¢ SHEET 3 �F 5 � �ESiGNEp: HCI SCAL& Da7E: SHEET Q �RAWN: HCI N.1.5 MAY12D21 [;�7.03 Z CMECKE�: HCT REVI$IONS OESCRIPTI�N ❑ATE A��ENCIUM 1 07�22�i ag �� a=w s�� _� _� �� NN "�w �� 6" CURB 5EE PAVING QETAIL C7.13 ►.7� 12" LONG #q BAR L� 24" 0. C. 3" � �� — _ 2% 7YP. �. i �n + ��, H---� � �—� � �—� � � 4 �� #q BARS t� 18" ��gGRADE� 0. C. B. W. T� 90% VARI�S q�NSITY 12" MIN. l2" �F�TTON VTEW �: ApJACENT CUF� Ne T. 5 � + .,� � '•. ; . ` � �� ,` ,` / �: �, �' � � . , �'�� / �� % /,, /i� �1 .y e ' �� E .\ �% � �•�1 i ��,, � � . � . � TYPICAL. SECTIONS NTS �l- � �� 101�39NB�,OCl1 / . i .� . 5" CONCRETE SIDEWALK J SEE I'AVING DETAIL C7. 20 TYPE C-3 RA�IP SEE PApVING QETAIL C7• 1 V �� [' RO6ER� �OT G � � ALL PAVEt�ENT AND CRU5H�D ROCK ��\ ON SPLIi7ER ISLANd AND SIDEWALK �� SHOULD HAVE A MINIMUM SL.dPE OF 0.5%, ��~ A MAXII�UM SLOPE OF 2% AND SHOUL.D BE GFtRDEQ TO DRATN. � 57AN�ARD 6" CURB 5EE PAVING DETAIL C7. 13, C7. 07 SEE SIQEWAI.K CURB TftAN5ITI0N NOSE DETAIL C7.06 DETECTABLE WARNING SURFAC� 5EE PAVING DETAIL C7.19 � � � � 2% T1fP• 6" CURS � 1 � �, _ I ��' � CON5TRLICT SIDEWALK � 11 SEPARATE F�ROM SPLITTER ISLAiVD STANDARD 6" CIJRB 5EE PAVING aETAIL G7. 13, C7. Q7 �Y\ �R = 3' NVOiVOLITHTC M�6IAN NOSE SEE PAVI�lG [}�TAIL C7. 06 SPLITTER TSLAND "Q" DETAIL N. T. S � U W � � � � U N � z � � � � � � � � LLAS T�%76�RF_ET, Sll� 5IX1 J PHONE�274.733.B1� a CONSULTANTS, INC. FIRMREGISTRAT�N136.0�644 �! A GEI Company mNW-HAYOENGONBIJL7ANi5.COM � CIlY PROJECT 10159�i MA�SCO N6.: 73K ¢ C9 CITY OF FORT WORTH, TEXAS � > TRANSPORTATION AND PUBLIC WORKS g TRANSPORTA'TION PROGRANIMING o & CAPITAL PRO�ECT� DNISION Z Q NORMANDALE STREET AND � LAS VEGAS TRAIL J IMPROVEMENTS o 5PLITTER ISLAND DETAIL � ST�ET 4 OF 5 � �ESIGNE4t HC{ S�CALE: �ATE- SHEET O ➢RAWN: HCI �5 MAY12621 [,'%.�� Z rurrkrn• a� �� €. s_ a�� d Nt �� .� �� w�< 6" CURB 5EE PAVING DETAIL C7.13, C7. 07 5' - 6" fTYP.) SPLITTER TiSLAND CFiUSH�D LIMESTONE SEE LANpSCAPE PLAN �i . ai 5" C4�lPACTED SUBGRA�E TO 90% �ENSITY _•\ „1 �� : ► VARIES (�4' TYP.) 6" CURB SEE PAVIN.G DETAIL C7e 1 3, C7. 07 SPI.ITTER ISLAND CRUSHE.D GRANITE S�E LANDSCAPE PLAN L1.01 �oa0000a000Qooa000aoaa0000 5° 5" CONCftETE SIDEWALK OOOOOOOOOOOOOOOOOC�DO00000 SEE PAVING DETAIL C7. 20 COMPACTE� SUBGRADE TO 9a% DENSITY STAN�ARD 6" CURB 5EE PAVING DETAIL C 7, i 3, C7. 07 S_ECTION VIEW �—E AL�JACENT TO CURB No Te S �ONOLITHIC i��DIAN N05E � � SE� FAVING DETAIL C7. 06 \ � � �\ � ,�` � . � �\ . � ' �� / � '•� �: . .�• '`��'. /,. / �� `��, / �f `� / 1 � �� 6, � � / �\ � � ��,' �'�� i � . \ TYPICAL SECTIONS NTS � �� w�wae .e�ooK / '/. / , 6" CURB 5EE PAV I I�G DETAIL C7, i3, C7. 07 2 �� 12" LONG #q gAR � 2q" 0. C, SEE SI�EWALK CURB TRANSITION N�SE �ETA T L C7, 06 DETECTAB�E WARNING 5URFACE � 5EE PAVING QETAIL C7. 1 9 Is�� TYPE C-3 RAMP 5EE PAVING DETAIL C7. 18 � 12" 3 �� 4 �� 2% TYP. 2�� — — — — � i f 1 �- �4 BARS p � g � COMPACTfD —� 0. C. B. W. �UBGRADE VARI�S TO 9�% 12" MIN. �ENSITY �► 1 � � � � .�, ► � C ►. 6�� CURB � ��. ; IV � � `\� \\ �� , � \ti \\, � > '�; `� � ` �� / � ia �a� � "°�R' NOTE; 1 ALt PAVEMENT AND CRLISHED ROCK � ON SPLITTER ISLAND AND SIDEWALK �� ' SNOULD HAV� A MINIMUM SLOPE OF 0.�%, R= 5' ��, A MAXI�AiJ� SLOPE OF 2% ANR SHOIJL� B� GRAD�D TO �RAIN. SPLITTER ISLAND "E" DETATL �!. T. S ` CONSTRUGI' SIDEWALI SEPARAT� FROM SPLITTER ISLAND DETECTABL� WARNING SURFACE S�E PAVIiVG QETAIL C7.19 STAN�ARp 6" CURB SEE PAVING �ETAIL C7, 13, C7. 07 AAONOLITHIC MEDIAN NQSE SEE PAVING DETAIL C7. OC REVISIONS 6ESCRtPTIDN okif aooENpun� I m/zz/Zozi U 11.� � iY_ a z O U w � w � z �� I� �� 56A6 MILTON &TREET� S�1ffE SOD J OALLAS.T,(751a8 � PHONE 2i4.753.E1U0 C O N 5 U LT p N T S, I N C. FIRM RE�ISiRA71pN NO, ppB40 A C�EI Company v'�•HAYOENC�13l1LTAN75.CtlM r CfTY PROJECT 191591 MASCO NO.: 73K N Q _ � C1TY OF FORT WORTH, TEXAS � TRANSPORTATION AND 1�UBLIC WORKS g TRANSPORTATION PROGRA1VIlbIING & CAPiTAL PROJECTS DIVISIQN � Q NORMANDALE STREET AND N LAS VEGAS TRAIL W IMPROVEMENTS o Sl'LITTER ISLAND DETAIL Q SHEBT 5 OF 5 � �ESIGNEO: HCI SCALE: QATE: SMEE7 O �Rnwn�: HCI �y.I.s IwtAYJ2021 C�.QS Z cHEci<eo_ Hcr R�.VISIONS ocsce�PnoN onre AOOENOl1M 1 07/22/; a g ' ffi a � $ � s_ Wd �LL �� a_ � s� � x��a �a�� VARSES - SEE PAVING PLANS 3E" MOU�jTABLE CUqB CURBRQE7AABOl1T 2. 0% ---- CO � E� r7R C APRON 2, 0:� IYPICAL SECTION �i C1.�3 FOR PROPOSED RETE R011Noasour s�cr�oN &APGL�� E�RB TYPICAL�ROADWAYPSECTION � �03 FDRTPROP45ED ROUN�ABQIJT SECTION S�� RbUNDABOUT�CURB�DETAIL PR�PO�FD TRl1CK A�RON f� CF"NTRAI TSl A Al'0 1T Ne Te S SEE LAIdQSCAPE SHFE75 F'OF7 A0�11"10NAI hFTATI S p5/RpR[ES�SEERTY�ICAL�SECTEON SHEET C1.03 FOR WTU7H Z^ BACK OF CURB 3" Tn�� #A BARS �-PRRPOSED SjEEL PER � 5£CTION ROAawaY #5X20" �EFORMEU �� n��NTaRi F�anNni TTHrr riia�s saRs� 2�� o. c. N.T.S SEE NOT� 2 SEE LAiJUSCAPE SHEETS FOR A��ITIONAL OFTAiLS 32" #4 BARS #4 BARS 12"X17" TRItCK APRON �.� m :• ►�►_:• :: � � ►. ��o■�►r,��a�a��:i��r.� a��s�nm�� Lp�D CONSTRUCTIQN S�E ROUNDAB4UTKCUR��TAIL 7-3/4" �„ R 3" 2-I/2° � 6" #q 9AR5 2° 4" 8" 12" LONG #9 BAR � 24" 0. C. 6° SFAARATF CIIRR N. T. 5 2. 0'1. SH�ETYCiCO3 SFQRTPRDPOSE� S�E TYPICA F4RTP�ROPOSED CONCRETE ROUN�ABQUT SECTION CONCRETE�R�UNpABOL17 SECTION -SEEE Ti'PI1CAL SFEC7IORN CONCRETE�ROUN�ABOU�P�E 7ION � H U W O Hara�N coNsu�ruNTs, ikc. a �a� a a� �11 *�`�.rE... �F-��4� O �� ` � � noaM �v, rnoss W q:. '...-�� •� 34g....' � �` ��S�e �E.4�� U1 n 15I� L� E�u F f1_ ``r�� _ , ? ,. .. ,.v..� U�.. vv � � � � � � � 6048 hfILTON 6TREET� &URE 50� J OAtLA3�TX 76208 � PHONE 21#.753.81130 COM6UI.TANTB, INC. �i�p�ni5�nnoNNa,aaeao A G E I C o m pa ny �'�•�'YOENCONSIILTANTS.CDM � CITY PROJECT i01591� MASCO ND.: 73K � V CITY OF FpR'T W012TH, T`EXAS � � TRANSPORTATION AND PUBLIC WORKS g TRANSPORTATIDN P1tOGRAMMING � & CAPITAL PRO.�EGTS I3IVISION Z Q NORMANDAL,E STREET AND � LAS VEGAS TRAIL J IMPROVEMENTS Q ❑ a TRUCK APRONIISLAND DETA]L � DESIGNE�: HCI SCALE: pAT�; SHEET O ORAWN: HCI z cHECK�o Nci MAY12021 G7.a'% U, a� �_ �� w�<. J � �--' � Q � Lll � Uj � a Z Q H C� L!I Q ❑ Z � � O z a �_, eti �� Q Cw7 ? � � Q H � J a ❑ ¢ � � 0 z �vnE�vnun� No: �, 3 � � �,�� CLTY OF FORT WORTH TRANSPORTATION AND PUBL�C WOR�S I�TTERSECTIOl�T Ili7PROVEi�ENTS AT 1�TOR1VIAllTDALE A�iTD LAS VEGA� City Project No. 101591 Addendum Na. l Issne Date: �uly �6, �0�1 Bid Receipt Date: July 29, 2021 This addendum forms part of the cantract docu.ments referenced above and modi�ies the original Contract Documents. Acknowledge xeceipt of this addendum by signing and attaching it to the Coniract Docur�ents (inside). Note receipt of the Addendtun in tha Bid Propo�al a�d on the auter envelope o�your bid, sr�c�cATTONs - None C�NSTRUCTION PLANS - SHEET CU.U4 — See znodified sheet. QUESTIONSI CONIIVIEIiiTS Received as of 7123f202i. Questivn/ �omment Answer There is `�5�' concrete sidewallc" �nd "�" LO�CPL't@ sidewaik" on the bid sheet while there are not called on the plan. Also, in the detail it is shown 4" s9dewalk only. !n additian, on the plan it can be seen that there The quantity sheet has been updated ta shaw are 4' and 5' (rather than �4" and 5"j sidewakks. 5o can only 5" concrete. The propased sidewalks are to you ciarify which is which based on tF�e plan and detail? be 5" deep. and will be 5' wide (typicalj, but will 1 [s there any 5" sidewa�k7 Where are the 4" sidewalk? also be 10' and 4' wide in some areas. On the scape of the project it Es mentioned that the bypassing is needed. Please �erify in which bid item the I7jIp1551C1� �4G5 i0� Sewer bypassing will be needed for bid item 2 number 9A, 8" S�R-26 PVC PIPE IIVi�RSE��IOR� lflll�f�OV��11F�N75 Ai P�OR1Vi{�f�DALf �,RlD [J�5 V��AS SHEET 1 QF 2 f would like to add a question to my previous email which is regarding the Warren coating for the manhole in this project which is nated on the description an the website but there is no bid item or detail on the pkan and specs regarciing that. Can you please verify if there is any inside Warren coating is needed far the 4' Afl thre� praposed manhol�s will need to b� 3 manhole for this project ar not ]ined. 4 Are the proposed inlets in this project can 6e precast? Yes, they can be precas#. There is removals of existing light poles, luminaires, and qverhead conductors on the plans but no bid items in the hid proposal workbook for them. Will there be bid items for these? 5 A bid Item has been add�d. fi'�: �"�p'.�OW {�J � Y�IK.v� N � � �-�.i� �� <<. � . iN�ERSECTION IMPROVEM�NT5 A7 NORMANDALE ANQ W5 VEGAS SHE£T 2 OF 2 0o az a3 smpnorosaL Pqge 2 oL3 7l2B12021 PROPQSALFORM �IV�� r1�C�l�� B�� id�1�r's �pplie�tion Project Ilem Infarmation $idde�s Pcnpersal Bidlistltem Specificafion llnitof Sid 77eseriprion lTnit Fdce Bid Valuc Na. Sectian No. Mcaswc Quanrity 32 9999.00a0 LA1�4H I.EGEND TRP ARRQW 32 13 24 EA 1 33 9999.Oa6D 2' I7IAMETER CIIZC� 32 13 20 EA 2 34 9954.aUQ0 LANE LEGEND WORD YIELD 32 13 20 EA S 35 9999.00001 S" DOT PVMT MABI�NG HAE 32 13 20 EA 4 36 9999,QOU0 ALiTMINTUM SIGN (TYPE A) 1`XDOT HA 45 iJNIT 1C bl2AINAGE QUANTIT�S 37 0241.4001 REMQVE 1 p' CIJRB IlVLET �2 41 14 EA 6 38 02A 1.3014 iiEMOVE 2l" STDR.M I.INE D2 41 14 I,F 253 3`3 0247.3015 REMaVE 7A" 5TORM LIlVE �2 41 l4 LF 50 40 3349.5001 lU' CIIRS WI.ST 33 49 20 EA b 41 33A4.b002 15' RECESSEb INI:ET 33 49 20 EA 1 41A 3349.5902 15' CIIRB INLET 33 49 20 EA 2 42 3349.5003 20' G`iJRE INLET 33 49 2U EA 5 43 3341.U20S 2A" RGl' CLASS li1 33 41 1Q LF 31S 44 3341.0402 30" RCP, CLA55 IIl 34 41 10 LP 79 45 9999.0000 60" RCP, CLAS3 III 34 41 10 LF 25 i7N1T 1D ILLLfMIl�IATION QUANITI'[ES 46 2605.3014 2" COIVDT RM 'ser 26 OS 33 LF SS 47 26p5.3� 15 2" CONDT PVC 5CH 8D 26 OS 33 LF 580 A7A 9999,OOOD REMpVE LIGH7' PDI,�, ARM, f��C'1'IIRE, AND OVERI�tIb CIRCLIIT 34 A1 20 EA 3 48 26U53ff15 2" CONDT PVC SCH 8D 26 QS 33 LP 1005 49 3441.1 ADS Nq 2 Iasulated Elee Candr 34 41 10 LF 6604 50 3441.1542 Gruund Box e H w/ A ron 34 41 S 0 EA 9 51 34411645 hluaishlinatall T s 33A Ams 34 41 2p �A 9 SZ 3441.1772 �mislilfnstall ?Ap-48D Volt 3in le Phase Transocket Meteced Pedestai 34 41 20 EA 1 53 344L3Q51 Flimishllnatall LED Li fiu Fixtw�e 133 walt ATB2 Cqbm Head 34 41 2p $A 11 54 344133U2 Rd IIIum Fqundatiqn TY 3 S B and $ 34 4l 20 EA 9 55 3441.33.52 F�unishllnstall Rdwa N� TY 18 PoYe 34 41 20 EA 9 iIN1T lE f.ANbSCAPEI HAnn3CAP� QUAN7'IT�3 56 9999.0000 Truck a ron eo5t p£a lied co3or on avin onl D0 00 00 SF 2500 57 9999.0000 Decorative Paviu coloced-stam ed coacrete OD 00 00 SF SS00 58 9999.0000 L'tmestane hlocke 1581fX 2'h XI.Sw x 150 ! 2DQ0 00 UO 06 TN 39 59 9994.00Op 4-l.imestone verticals at intersecGaes 3' x 3' x 6 x 150 / 2000 00 00 06 TN 17 60 9999.0000 Structu�al faundation far L9mestone vertieals 4 DU 00 06 EA 4 61 9999.OU90 Cancrete Ed ar-Calored 126� lf X 4"d X 6°w 00 �0 00 LF 1300 62 9499.p4pQ Grushed Granite 4" de th on filter fahric 66 00 OD SF 6000 63 9999.Ofl0U Grushed Limeatane. S" da th wifh filter fabric 66 Op pp SF 3400 64 9999.0000 Ariaona Cohhle 5" d th with filter fabric DO 0� �Q SF SQO 65 9999.Qpp0 Ornaznenta] trees 3" cal DD 00 00 EA 10 66 9999.0000 Dmamental eses / natiue shrubs 00 00 00 LA B50 67 9999.OAOp Turf in medians so]id aod 00 00 00 SF 6000 68 9444.U000 T soil in tvrf azeas Op 00 00 SF 600d 69 9994.0000 Plantin mix in hed areas Ofl 00 00 3F 22Q0 7D 9999,p0.p0 Tree muleh 00 00 00 SF 110 71 9999.0�00 Lar�dsca e Li tin 20 5azato a LED li ts '"� UO 00 00 EA 20 72 9999.0000 Irri atian *w* 00 00 00 EA 1 73 9999A000 Iaudscape & imgation maintanence hudget {2 years) QQ OQ U4 EA 1 CTTY OFF�RT�WORTH 9TANDARD CONS'FAI7CTIONSPECII'ICATION DOCl1MM8[�T1'9 No��daleandiae Vegas i�tteraeaim 1 provements Poi+nR�viscd�20I20120 Peqjeet IVo: lO15B1 0o a� a3 EID PROPOSAL Pagc3 ot3 7f26I2021 PROP05ALFORM �!RlI� ��tl�� 31� �idd�r"� �e�pli�a�i�rr Project Et�m Informetion Bidder's Proposal Hidlist Item Speaification llait of Bid Nq Uoscription Seefion No. Measute QuanSty Unil Price Bid Valua 'r�tAr�c coNTKor, QuaNrrr�s 74 3471.00D1 TRAF'FIC CO1VTItOL 34 71 13 TvIO la 74A 9999,DOO� MdBIL.i7..ATiON 34 71 13 EA I TS 3471.0002 PDRTAHLE M�S5AGB STGN 34 71 13 WK S 9999.U000 TEMPORARY 4" ASPHALT PVMT W1TH PLEX BASE INSTALLTIDIQ gy 15Q0 76 ANiI RF,MOVAT. 34 71 l3 Bid Snmmery Sa�e Bld �eductive AlternaSa Rid 'i'ota! lledncti�e Alternate H3d sia Total AddlH�c Alfcroatc S1d Tafal Hid END OF SECTIpv C1TY OF FORT W6RTFi STANi]ARD CANS7RUCTSON 6PI3CIFICATIONDOCOMCsA7'S Nomtandslc and.Las Vegaa Inlclseq�on Impiuvcmw[s Form Aevised 20120120 Pmjem No: I Oi591 Aifernste Sid Total Aifernate Bid � � a � : � � �§ ��N �� m� _ t 0 PAVING DEMOLIiION QUANTIYfES C5.01 EM NO. SPEC SECTION NO. �ESGRfPTION �UANTITY UNIT CALC iC h - � C-TfQk-`sT�clEl B OOO�EI� 9999,6000CQNSTRI1CTEpNSURVEY 1 LS 1 I Q2 41 l5 0241.130fl REM.OVE CQNC CURB 8 2900 LF � 2900 2 _ 0241 SS 02A1Jp00REMOVEASPHALTPAVEMEfiJT $69p SY � 5590 PA 0241 i3 0241.aIpOR�EMpVECONC$IpEWpLK A9$2 SF d982 2B � 02 41 i� 0241.0100 REMOVE C�NC ME�IAN 973 SY 973 3 3a al 3fl 3dd1.A106 REMOVE SIGN PAIu�L AND 6 EA h 4 32 17 23 3217'.A301 REMQVE 4" PVMT MARKING 50p LF 50C1 5 ' 32 17 23 32 V.4307 REMOVE RAISED MARKER 75 EA ' 75 6� 32 I 7 23 9999.0000 REMOVE 1$" �qT PVMT q FA a MARKINC, WATER �EMOLITION/AD3U5iMENT �UANTITIES C4.01 7 33 OS 14 3305.O1 I 1 A�JUST 8" WATER VALVE BO% 5 EA - �6 METf 8A 330517 3305.00038"wATERLINELOWERI3�G I EF 68 � �7 12 10 3312.3003 RELOCATE 1" PRIVATE WATER � �F SERViCE eC 33 12 I D 3312.2003 CONCREiE ME7ER 60X I Ep WAS'fEWAT�R IMPROVfMENTs Q�IANTITIES r CA.41 9 02 41 1 A 3305.010:7 MANHOLE ADJUSTMENT. MAJO 3 EA 3 9A 3311 l0 3331.M1Ii58"SOR-25PVCPIPE 3pD lF 300 -4 kitdER 9C ' 33 05 17 3�5.01 12 CONCFtEfE COLLAR 3 EA 3 9p 33 I l 16, 33 31 12, 3351.4117 TRENCH, EM6F�, BACKFILL 300 LF 300 � 33 31 70 10 I 02 41 14 li � D24114 I I A . 31 25 40. 14 �a 19 26 21 22 23 24 25 26 27 2B 29 30 31 32 33 34 35 35 SPEC SECTION NO. 31 23 16 �2 � 3 2a pO.OD D6 � ba o0 oa 32 13 13 3213 13 31 23 I fl 33 I 3 2Q 32 32 13 32IS f3 321313 32 16 13 32 I 3 20 321320 32 I 3 20 321320 321320 32 1.3 20 32 I 3 7U _ 32132(7 _ 32 I 3 20 32 i 3 20 32 f 3 20 32 13 20 32 13 2U 32 13 20 rxoo.T - -- C5.0] Q .4362 REMOVE 3' GRAiE WLET 1 EA I .4001 REMOVE 1(J' C11R6 WLEi 4 EA 4 .0001 ER.OSION ANO SEDIMENF CONT O I LS I c�.ai c��.oi ciz.az DESCRIPiI�N �UANTIFY QUANiITY QUANTiTY 3123.0€Ol IJNCLA551FIE�ECAYATION 30U 3211.2342 8"FLEXIBLE BASE COl1RSE 4957 9999.OQ00 TRUCK APRON PAVING 2400 9947.00p0 M�NOtITHlC ME�IAN NOSE 13 521 I.O101 4° CONCRETE PAVEMENT �ME�IANj 291 3213.0103 8° CONCRET@ PAVEME€JT 4157 9999.p0�R En,t6ANKnnENT S00 3213:0302 5" CONCRETE SIaEWALK 7659 3732.0100 CONCREfE RETAINING WALI. WITH 641 SI�EWALK 9999.0[300 6" SEP. CONC CURB 3275 9999.OQ0(] 12" x 1 T' CONCRETE TRl1CK APRON CURB 220 4999.Q000 3" MOUNFASLE CURB riITH 18" GUTfER 496 ` 3213.05�3 BkRRIER FREE F2AMP, [YPE M-2 8 3213.{]506 BARRIER FR�E f{AMP, fYPE f-1 2 3213A510 BARRIEK FREE RAMP, [YPE C�3 I Q CAEC =A 13 SY 350 SY 4157 CY 100 SF 7859 SF 641 1F 3A00 LF 220 LF 498 =A 8 °A 2 3217.00pl 4"SLOPVMTMARKWG HAS (W� 221 28 LF 2A9 __ 7� 3217,0002 4" SiD YVMT MARKING HAS (Y� 183d LF 1636 3217,0201 8" SLO PVMT MARKING HAS (W� � 613 194 �F 807 9994�.00�0 B" DO� PVMT I�fARKING HAS (W� B� 3 EA I 1 9999.0000 LANE LEGEND TRP ARRC 9999.OQ002' DIAN4ETER jW) CIRCLE 9999;p0pp LA�NE LEGEND �W) WORI 9499�.W00 18" DOT PVMT MRRKING 9999,Oq00 AWM�NIUM SIGN f�YPE i i�a �� i7o 3 1 EA 4 4 � EA 5 I EA 1 I 1 EA 2 5 EA 5 4 EA 4 39 6 EA 45 � SECTION N 3 �I 3A ?� _�1 1`3 � J F��Y'�. � 34 71 13 coNr�o� QUANTrri�s �ESCRIRTION QUAN1'ITY UNIT 9999.Wd0 TEN�PqRARY 2" ASPHALT PVMT WIfH 4" FCEX BASE INSYALGTIOhi AN❑ 150Q SY 1500 REMOVAL REVISIONS Ilf, 4EiGFiP`� :: i n-TE � -OGCnf��4� �i91 _ � �RE��,�� _-_ a� N CJ W � __ ,,,�. :�IS.;�i:lli`__ .. � ..�i: �_C�Qb�� r� ��"1,`li�� O rr: *� +' � �� r� U �... --0-6� ii.'»cP45�� ...,......I i 13a�.....:"_ � �) .'•- : ��Fit,s`�K::7::'v,��- w . � F �� { � � � �� r� . �� 6� 5646 MlLT6N STREEY, SGIF@ 500 J oa��as. Tx xssoa � PHONe siaasa eioa CO N S U I.TA N T 5. I N C. FIF?M REGISTRAYtON NQ. OEf6d0 A GEI CDi7ipatly ��HAYdEh'CONSIILTANTS.LOM � !'fTf PpOdECT =1•�1591 l�k-SCQ bla.�, '=V! � � CITY OF F'ORT WQE2T'F1. TEXAS � � TRANSPORTATION AND PUBLIC WORKS g TaANS�ORTAT[ON PROGRAMM[NG � & CAPITAL PROJECTS DIVISION z Q NORMAI'�IDALE STREET AND � LAS VEGAS TRAIL � IMPROVEMENTS ¢ ❑ Z OVERALL QUANTiTY SUMMARY � Ci �IdEC>: HC I �,;_LE- D»TE: �nEET O �P.7�1u HCI Z CHCCI'EG: HCI �'�5 \IAY��fl�l C�.OL� ADDENDiIM NO.'3� � � � �,r�u C�TY OF FORT WORTH TRANSPORTATION AND PUBLLC WORKS II�ITERSECTxON Il1�PROVEMEliTTS AT liTORMANDALE AIiTD LA� VEGAS Cfty Project liTo.101�91 Addendum No. 3 Issue Date: July 2'�, 2021 Bid Reccipt Date: JuIy 29, 20Z1 This addendum forms part af the contract documents referencad above and mod'afies the original Co�tract Docum�nts. Acknat�vledge receipt of this addendum hy sigrning and attaching it to the Contract Daeuments (inside}. Note receipt of the Addendurn in th� Bid Proposal and on the auter envelope af your bid. SPECiFICA'TION� - 3� Ol l'� Perma�ent Asphal� Repair - 3� Ol �9 Concrete Pavin� Repa'vr - 3� 9� 13 Hydron�ulching, Seeding, and soddiag CONSTRUCT�ON PLAllTS - SHEET C0.0�4 — �ee modified sheet. - SHEET C4.01-- See modified sheet. - SHEET C4.US — 3ee modified sheet. OTHER - Geotechnicai Re�art QUE�TIONS/ CONIlI�ENTS Received as af 7/27/2U21. Question/ Comment In the bid farm tfitere �I'e 3 allowance iterns that have no amoun'C listed. Please provide a unit price for each allowanee 1 item. Answer� 7he allowance has been rema�ed fram the bid tab. Addressed in question �#15 of Addendum 1 11VYEiiSECil0�3 I�P�OV�I!lI�N�'S Ai i�BR[il��fi�DAI� A[�D LAS VE�►4S SHE�T 1 OF 6 C 3 4 5 u 7 Item 73 is de5cribed as a maintenance "budget". Please provide a unit price far each allowance item. What is the re.quired subgrade and thickness of the temporary asphalt? Will you pl�ase pravide existing asphalt paving thEckness? If you dan't know the exist9ng thickness, is there a geotechnical report for this project you can provide that has boring logs showing the thickness? 1Nhat is the existing subgrade? It stays in place to , be lime treatecE, I correct? Will you please add bid items for excavation and embankment? There is embankment neededforthe earth mound befaw the stone structure, and it Eaoks like the �rade is The bid item 73 is intended ta encornpass all equipment and labar to maintain the irrigation system and proposed landscaping established as a part �f this �roject for two years after construction close out. This may include, but is not limited to, periodic site �isits post constructian, repairing or replacing irrigatian heads, controllers, and pipes as well as replacement of landscape if necessary. Bid item has been changed to lump sum. Addressed within the bid tab and question #1 on Addencium 1 Addressed in question #�1 of Rddendum 1 Addressed in question #11 of Addendum 1, please se� Geotech repart attached to this Addendum Please see Geatech report attached to this Addendum for existing canditions. The propased base is now crushed concrete (flex base) per qu�stion 6 and 16 of Addendum 1. A bid i�em for total ex�avation added. Addressed in question #9 of Addendum i. IN7ERSECTIQN iMPRD1I�EMENTS AT MORMANDALE ANQ LAS VEGAS SN�ET 2 OF 6 raised/cut in areas an the paving profile sheets. Item 12 should be lime instead 8 of cement, right? W �I I Tx�OT be invalved in this praject in any 9 wav? 1� 11 12 The traffic control plans note 4 states temparary lighting is required using tawers or temporary pales. Please clarify the City's intent for temporary lighting. Is it required 24/7? Where are the temp light plants/poles supposed to go? How many are required? Can existing light poles be used as temporary lighting7 What is the cost vf a tree pruning permit7 Grading permit? Irrigation permit? De�elopment Permit? Electrical Service Permit7 These It will be Flex Base. 7his is addressed in questions 6 and �.6 of Addendum 1, TxDOT utirill not be invol�ed in any way. Ternporary lighting is subsidiary tv bid item nurrmber 72, T�-affic Control. The city's preference is that existing and proposed lighting be phased so that temporary lights will nat be necessary for traffit control. Temporary lighting will be used in order to maintain or exteed existing luminosity and placement will 6e up ta the contractor. exi�tin� li�h# poles can be used for temporary li Each permit is $50.00. INTERSEC7I�N IMPROVEMEN�'S AT NORMANDALE AND LA5 VEGAS SHEET 3 OF 6 13 14 15 are all permits required per the pians. ftems 71 and 72 descriptions have asterisks in on the bid form. 5orry if I missed it, but tan yau tell me w�atthe asterisks are referencing? L51.01 has a note stating the wall fnoting design is not for canstructiQn. I can price what's shown, but if anything changes a change order be issued to pay for cost differences, What concrete color will be U5Bd? Is item 57 shake- on or integral 16 color� Is item 57 the cost of the stamp/color o�ly similar to item 56 or does it all 17 inclusive? A stione mason told me no quarries carry lued�rs or other stane block types in 30x30x6' (or 8', as the 18 plans call for). The asterisks for bid items 71 and 72 are removed as a part of this Addencium. I# anything changes from what is shown on the sheet, a change order will be issued. Please see screenshottaken from sh��t L1.fl3: es�YNSaBR t;;M �iR91R .mvtk�Tet�kC�r.��1 arrrr.t��,�rn4�r�:��r�..r.�rihr.�i.� hY4 iXfr YIWAbE'lPR�iikYlAld 'W:FEQ�414.iAhTr:Va"fJl'-!k'hlf��'If�f+RI:F1LiYNISHriNi ral Calor 4" concrete for the splitter islands is co�ered in the PAV settion, therefore bid item 57 co�ers the cost of siamp and color onlv. A vertica! iaint ean be used. INTERSEC�ION IMPRQVEfVIENTS AT NDRMANDALE AND LA5 VEGA5 SHEET 4 OF 6 19 2Q Did the landscape architect find these somewhere or wa5 it a guess? Please send the quarry information where the vertieal blocks can I�e found. ff not, please �erify a �ertical joint can �e used to cambine lesser width stone piet�s at th� correct hei�ht. ltem 14 won't be neededifthe project is built perthe landscaping plan. Please clarify. How is replacement of separate curb and gutter, permanent asphalt paving, and disturbed grass associated with insta{ling the S'" sanitary sewer line L- 6�34 paid? TF�at bid item has beer� changed ta 4" concrete pa�ement and the quantity was updated to correspond wit1� the landscaping plans. These iterrzs ha�e been ctuantified and added to this Addendum. INT�RSECTION IMPROVEMENiS AT NORMAfVDALE ARlD LAS VEGA5 SHEET 5 DF 6 Sheet C�1.01— How is remo�al af existing light po{es and foundatians 2z paid? IVo light poles are to be relocated. Notes adjusted in this Addendum. Sheet C4.01— 5heet is shauving an existing telephone manhole tn be adjust�d to proposecf grade. Usually this done by the franchise utility owner. The same line is shown to be ackjusted "by others". Z2 Note has been madified to say "by others" Does the City of Fart Worth pay forinspector o�ertime ar is it the respansibility of the contractar? What are the hourly rates? 23 City will co�er the cost of overtime rates. �c �v�e�.I�J • � � r --�.� »� • � ��'�`'� � ��f � � �-� ', INTERSECYION IMPROVEMENiS Ai NORMANDALE AND LA5 VEGAS SHEfT 6 QF F 320117-i PERIvlANL�NT A5PI3ALT PAUING REPATR Paga 1 of 5 1 SECTION 3� 61 17 2 PERMANENT ASPHALT PAVING REPAIR 3 �Texd irs Bltle Ts jbr ir fi,rn�cui��t ar guidane:�. Rerrar,v�. all blue tra�t ire the_Jar�ul p�v�ecc dar.�. ��nt..J 4 PAR:T 1- GENERAL S 1.1 �UMMARY 6 A. Sec#.on i�cludes: 7 s 9 10 11 12 13 14 1. F'Ie�ble pavement rep�.ix to include, bnt not limited to: a. Utility cuts (water, sanitazy sewer, drainage, franchise utilities, eta.) b. Waxranty wark c. Repairs oi da.m�a.ge caused by Contractor d. Any pertnanent asphalt pavena.er�t repair needed duting the course of constructian B. Deviations from this City of Fort Worth Standard Specificatian 1. None. l 5 C. Related Specificaiion Sections in.ciude, but are not necessarily limited to: 16 1. Divisinn 4— Bidding Requirements, Contraot Forms, and Conditians of the I7 Contract 18 2. Division 1— Ge�eral Requirements 19 3. Section 03 34 16 — Conerete Base Material for Trench Repaar 2p 4. Section 32 12 16 — Asphalt Paving 21 5. Sectaon 32 13 13 -- Concrete Paving 22 6. Seciion 3� pS 10 — Uiility Tre�ch Excavatian, Embedment and Backfzll 23 1.� PRiCE AND FAYMENT PROCEDURES 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 A. Mea.sixremen� and Payment 1. Asphalt Pavement R.epair �For utility irEneh reparr, repair width is to irclude rhr. width beyond #he tren�:h shown fn the Drav�ing.s as well as any additional widta r�quired around stntc�tures.j a. Measurement 1) Measureme�t far t.b.is Itern will be by the Iinear foot of Asphalt Paverzaenfi Repair based on the defined width and roadway class'�'ication specified in the Draw�ings. b. Payment 1) The work performed and materials furnished in aecordance v�ith this Item an� measured as provided under "Measurement" will be paid for at the unit price bid price per linear foot ofAsghalt Pavement Repair. c. 'The price bid shall ixaclude: 1) Preparing fmal surfaces 2} Furnishing, loading, unloading, storing, bauling and handling all materials including frezght ax�.c� royalLy 3) Traf�ic cantrol for all testing 4) Asphalt, ag�regate, and additive �1TY Q� FORT WQIt'� STANDARD CONSTRUCTI03+i SPBCTF+ICATION T3�CUMENTS Revised December 2D, 2012 [Insert Project �Tame] [Insert Fraject 1Vumber] 32ai i�-z PERMANL+NT ASFIIALT PAVING REPADi Pagc 2 of 5 1 2 3 4 5 6 7 S 9 10 11 12 13 14 15 16 17 1S 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 �46 47 4S 49 � 3 4. 5) Materials and woxk needed for corrective action 6) Trial batches 7) Tack coat S) Removal and/or sweepiung excess naaterzal As�halt Pavement Repair for Utility Service Trench a. Measurernent 1) Measure�nent foz thi s Itena will be by tlae linear foat of Asphalt Pavement Repair centered an the proposed sewer service line measured from the face ai curb to the limit of the Asphalt Pav€ment Repair for the m.ain sewer line. b. Paynr�ent 1) The vvork performed and mater�als fi�rnish�d in accordance with this Item and �neasured as provided under "Maasuxement" will be paid for at the uni� price bid price per linear foot of "Asphalt Pavement Repair, S�rvice" znstallad for: a) Various types of utilities c. The price hid shall inclnde: 1) �zeparing £'iiial surfaces 2) �'urnishing,loaciing, unioadsng, storing, hauling and handling alI materials including freight aud royalty 3) Traffic controi for all testing 4) Asphalt, aggregate, and additive S} Materials and work needed for eorrective action 6} Trial batchas 7j Tack coati S) Removal and/or s�uveeping excess material Asphalt Pavensent Repair Beyond Defined Width a. Measz�rement 1) Meas�rement for this Itern wi11 be by the square yard far asphalt pavement repair beyond pay limits of the defined width of Asphalt Pavement Repair by roadway classifica�ion spEcified in the Drawings. b. Payment 1} The work performed and ma�erials furnished in accordance with tlus Item and rneasured as provided uudez "Measurement" will be paid for at the unit price bid per squate yard of Asphalt Pavement Repair Beyond Defiued Width, c. The price 1�id shall include: 1) Preparing final surfaces 2) Furnishing, loading, unloading, staring, hauling and haudling a!1 materials including freight and royalty 3) TraFfic cantrol for all tesiing 4) Asphalt, aggregate, and additive 5) Mater�als and work needed for corrective action 6) Trial batches 7) Tack coa� 8j Removal and/or sweeping exces.s mat�rial Extra Width Asp�alt Pavement Repair a. Measurement 1) Measurement for this Item will be by the square yard for surface repair (does not include base regair} for: CTl'Y OF FOR'F WORTH STANDARD CONST�UCTIQN SPECIF'ICATION DOCCIEvIENTS Ravised Decemher 20, 2Q12 [Insert PmjecE Name] [Insert Froject Number] 32 01 17 - 3 PERMANENT ASYHAI,T PAVING R�PAllt Page 3 of 5 t 2 3 4 5 6 7 8 9 10 1i 12 13 i4 15 16 1.3 a) Various thicknesses b. Payment 1) The work performed and matez�a.l.s fur�ished in accordance with this Item and measured as provided under "Measurement" will be paid far at the unit price bid per square yard of Ex�ra Width Asphalt Pavement Repair c. The price bid shall include: l.) Preparing final surfaces 2) �'urnishing, loadi�g, unloadzng, stoxi�g, b,auling and handling aIl materials including freight and royalty 3� Traffic contral for aIl testing 4) Asphalt, aggregate, and additive 5) Materials and worrk needed for corrective action 6) Trial batches 7) Tack caat 8) Removal andlor sweeping excess material REFERENCES 17 A. Defirutions 18 1. H.M.A.C. — Hot Ivlix Asphalt Concrete 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. P�rmiliing 21 1. Obtaitt Street Use Permit ta make utility cuts in the street from the Transpartation 22 and Puhlic Works Depaz��e�.t i.z� conformance vvith curr�nt ordinances. 23 2. The Transportation and Public Works Departmeat will inspect the paving repair 24 after canstruction. 25 1.� SUBIVIITTAL� [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBNIITTAL� 27 A. Asphalt Pa�ement Mix Design: sabmit £or agpxoval: see Section 3212 16. 28 1.7 CLOSEOUT SUBMITTALS [1�iOT LTSEDj 29 1.� MAINTEliTAllTCE MATERIAL SUBMITTALS [N�T U�EDj 30 1.9 QUALITY ASSURANCE [NOT IISED] 3I 1.11 DELIVERY, STORAGE, AND HANDLING [NOT USED] 32 1.12 FIELD CONDITYONS 33 A. Place mixture when the roadway surface te�perature is 45 degrees F or higher and 34 rising unless ather�wise approved. C1TY OF FQBT WORTH [InseatProje�ct3Vame] STAN17AI2I7 CbNST'R[JCTION 5PECIFICATIOIY DOCIIMENTS [Insert Project Number] Revised Decernber 20, 2012 32O117-4 PERMANENT ASPHALT PAV ING REPAIR Pagc 4 of 5 1 1.13 WARRANTY [NOT USED] 2 PART � - PRODIICTS 3 2.1 OWNER FU1tNISHED [NOT USED] 4 2.2 M1�TERIALS S 6 7 8 9 10 11 12 13 A. Bacl�ill 1. See Section 33 OS 10. B. Base Material 1. Concrete Base IVlaterial for Trench Repair: See Secti4n 03 34 1G. 2. Concrete Ba.se: See �ection 32 13 13. C. Asphalt Paving: see Section 32 12 16. 1. H.M.A.C. pa�ing: Type D. 2.3 ACCESSORIES [NOT USED] 2.�4 SOi7RCE QUALITY CONTROL [N�T USED] 14 PART 3 - EXECUT`ION i5 3.1 INSTALLERS [NOT US�D] 16 3.2 EXANIINATION [NOT USED] 17 3.3 PREPARATION 18 A. 5urface Preparation 19 1. Marlc pavement cut for repairs for approval by the City. 2p 2. Contractor and City meet priar to saw cutting to con�rm limits oirepairs. 2i 3.4 INSTALLATION 22 23 24 25 26 27 28 29 30 3l 32 33 34 3S A. General 1. Equipment a. Use machine intended for cutt�ng pavement. b. M�.liva�g macl�i.�.es znay be used as long as straiglat edge is maintained. 2. Repairs: In true and straight Iines to dimensions shown on the Drawings. 3. Utility Cuts a. In a true and �traight line on both sides of the trench b. Minimum of 12 inches outside the trench walls c. If the exisiing flexible pavement is Z feet or less between the lip af the existing gutter and the edge of the �reneh repaiar, remove the existing paving to such gutter. 4. Limit dust and residues from sawing from �tering the atmosphere or draiz�age facilities. B. Removal C1TY QF FORT WORT�T STANDARD CONSTRUCTION SPECIFiCATIONDOCUMF?NT5 Revised December 20, 2D12 [Insert Project Name] [Insert Froject Number] 3z a� i� - s PERMANENT ASPHAI.T PAVDIG IZEYAIR Page 5 af 5 1 2 3 4 5 6 7 S 9 10 11 12 13 14 15 16 17 I8 19 zo zi 22 23 1, Use care to prevent fracturing e��isfing pavement structure adjacent to the repair area. C. Base 1. Install replacement base material as specified in Drawings. D. Asphalt Paving 1. H.M.A.0 placement: in accardance with Section 32 12 16 2. Type D sutface mix 3. Depth: as specified in Drawings 4. Place surface zx�zx un.li�is not to exceed 3 in.ches. 5. Last or top lift shall not be less than 2 inches thick. 3.� REPAIR/RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT IISED] 3.7 FYELD QUAL�'I'Y CONTROL [NOT iTSED] 3.8 SYSTEM STARTUP [NOT U5ED] 3.9 ADJUSTING [NOT USED] 3.10 CLEAN�NG [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT T7SED] 3.1� PROTECTION �1VOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS {NOT USED] END OF SECTION Revision Log DATE NANIE Si7MMARY OF CHANGE 1.2.A — Modified Items to be included in price bid; Added hiue text for clarification 12/20/2012 D. 7ohnson nf repair widfh an utility trench repair; Added a bid item for utility ses'vice krench repair. 24 C1TY QF FORT WORTH STANDARD CONSTRUCTI4N SPECIFICATIONDOC[1MENT5 Revised Aecemher 20, 2012 [Insert Project Name] [Insert Project Number] �zo�as-i CO3VCRETE PAVINCti REPAIR Page 1 of 4 2 3 sECTroN �� ai �� CONCRETE PAVIlVG REPAIR `1 t en BIr�G is�u wafc.. rrcuca�n w,�uida��E Remv� � udl hlur �� i z►. �hs.fi„al �.vje�_t dv�..�..��,��,] 4 PART1- GENERAL 5 Ll. SUMMARY 6 A. Section includes: 7 S 9 10 11 12 13 1. Conczete pavement repair to include, bui not limited to: a. Utility cuts (watez, sanitary sewer, drainage, etc.) b. Wartanty wor� c. Repairs of damage caused by Cantractor d. Any other concrete pavement regair needed during the course of construction B. Deviations frozn this City of Fort Worth Standard Spacification 1. None. i4 C. Reiated Specification �ectians inelude, but are not necessaarily liznitec� to: 15 1. Division D- Bidding Requ.irements, Contract Forms, a.nd Conditions of the Coniract 16 2, Division 1- General Requirements 17 3. Sectian 32 QI 1$ - Temporary Asphalt Paving Repair 18 4. Section 32 12 15 - Asphalt Paving I9 5. Seetion 32 13 13 - Concrete Paving 20 6. Sec�io� 33 05 10 - i7tility Trench Excavation, Embedrnent and Backfill 21 1.2 PRICE AND PAYMENT PROCEDiTRES 22 23 2� 2S 26 27 zs 29 30 31 32 33 3�F 35 36 37 38 39 40 41 A, Measurement and Paymen� Concrete Pavement Repair CWhen panel replacEment is not requrr�erl for utilit+� �, �.n..h .�,u�r ,��,�zi: widt�e is to inclxide the �vidth beyond the trench shoyvn fn th� Druwings as w�ll us any additional wirlth requi�ed around structures. There is n� �'if�et�entiation bet�ieen main line treMch repair and service Iine trench repair� for �;onc �tr- �oadti.aya 6c,cause fhe quuntit� �,s rrteusur�d h� squrre ynrd.] a. Mea�urement 1) Measurem�nt fQr this Item sha11 be by the square yard of Concrete Pavement Repair far vari o��: a) Stteet types 2) Limits of repair will he based on �he time of service of the e�cisting pavement. The age o£ the pavement will need to be determiued by the Engineer through coordination with the City. For pavement ages: a) 10 years or less: repair entire panel b) Greater than 14 years: repair to lirnits per Drawings b. Paymez��t 1} The work performed and materials furnished in accordance with this Item and measured as provided under "Measuremeni" shall be paid for at the unit price bid per squar� yard of Concrete Pavement Repai.rr c. The price l�id shall include: CTTY OF FORT WORTH [InserkprojectName] STANDAIZD COI�S'I'RUC'TION SPECIFICATIOII DOC[JMEi�FTS [Insert Project Idum6er] Ravised Aec.amber Z0, 2012 3a oi z4 - 2 CONCRLTE PAVIlVG REPA[R Page 2 of 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1.3 2.2 MATERIALS 18 1.4 ADM7NYS7.'RATIVE REQUIREME1�1T5 19 A. Permitiing 20 1. Obtazn Street Use Permit to make utility cuts in the str�et from the Tra.nsportation 21 and Publie Works Department in conformance with current ordinances. 22 2. Transportation and Fublic Works Depar�tnent will inspeet paving repair after 23 constructzon. 2�4 I.5 SUBMTTTALS [NOT LTSED] 25 �.G ACTION SUBNIITTALS/INFORMATIO111AL SLTBNIITTALS 26 A. Concrete Mix Design: submit for approval in accordance with 5ec�ion 32 13 13. 27 1.7 CLOSEaUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 DELIVERY, STORAGE, Ai�]D HAliTDLING [NOT USED] 3 i 1.11 FIELD CONDITI01115 32 A. Weather Condi�ions: Place concreie as speeified in Section 32 13 13. 33 1.12 WARRANTY [N�T USED] 34 PART 2 - PRODUCTS 35 2.1 OWNER-FURI�TISI3ED PRODUCTS [NOT USED] 36 37 1) Shaping and ime grading the placement area 2) Fuznishing and applying alI water required 3) �'urnishing, loading and unloading, staring, hauling and handling all concr�te 4) Fu�aisb,ing, loadixag a�d unlaadin.g, storiz�g, }�auling and handling a11 base rnaterial 5} Mixing, placing, finishing and curing alI concrete 6} Furnishing azid installing reinforcing steel 7) Furnishing aIl materials a.�d placing longitudinal, warping, expansion and cantrac�ion joint�, includvig a11 steel dowels, dowel caps and load transmission units required, wire and devices for placing, holding and supporting the steel bar, load transmission units, and joint filler in the proper pasition; for coating steel bars where xequired by the Drawings 8) Sealing joints 9) Monolithically poured curb 10) Cleanup REFERENCE� [liTOT USED] A. Embedment and Back#"ill: see Section 33 05 1 Q. CTZ'�' OF FORT WORTH STANbAR.D CONSTRT7CTION 5P�CIFTCAT30N DOC[IMENTS Revised Decetnber 20, 2012 [Insert Project Name] [Insert Praject Number] 320129-3 CO3VG`RETE PAVING REPAIIt Page 3 of4 1 B. Base material: Conczete base: see Sectian 32 13 13. 2 C. Concrete: see Section 32 13 13. 3 1. Concrete paving: Class H or Class HES. 4 2. Replace concrete ta the speciiied thickness. 5 2.3 ACCESSORIES [NOT USED] 6 2.4 SOURCE QUALITY CONTROL [NOT USED) 7 PART 3 - EXECUTION 8 3.1 INSTALLERS [NOT USED] 9 3.� EXANIINATION [NOT USED] i 0 3.3 PREPARATION 11 A. Replace a continuous section if multiple r�pairs are closer than 10 feet apart frozn edge 12 of one repair to the edge of a second repair. 13 B. If the cut is to be covered, use steel plaies of sufficient strengkh and thickness to support 14 traffic. 15 1. Construct a transition of hot-miJc or cold-mix asphalt from the top of the steel plate 16 to the existing pavement to create a smaoth riding surface. 17 a. Hot-mix or cold-mix asphalt: conf'arm to the requirements of Sectaon 32 12 16. 18 C. Surface Prepatation: nnark pavement cut repairs far approval by the City, 19 3.4 INSTALLATI011T 20 2j 22 23 2,4 25 26 27 28 29 30 31 3.2 33 34 35 36 37 38 39 A. 5awing 1. General a. Saw cut gerpendicular to the surface ta full pavement depth. b. Saw cut the edges ofpavement and appurtenances damaged subsequent to sawing to remove damaged areas. e. Such saw cuts sha11 be parallel to. the original saw cut and to neat straight lines. 2. 5awing equipment a. Power-driven b. Manufactured for the purpose of sawing pavement c. In good operating candiiion d. Shall not spall or facture concrete adjacent to the repair area 3. Repair�: In trua and straight lines to dimensions shown on the Drawings 4. Utility Cuts a. In a true and straight line on bath sides of the trench b. Minimnm of 12 inches outside the trench walls 5. Prevent dust and residues from sawing fram entering the atmasphere or drainage facilities. B. Removal 1. Use care in removing concrete to be repaired to prevent spalling or fracturing conczete adj acenf to the repair area. CTTY OF FORT WORTH STANAARA CD1VS7'RUCTI�N SP�CiFICATIpN bpCUNiENTS Revised December 20, 2012 [insert Project Name] [Insert Project Number] 320129-4 CONCRLTE PAiTIN(�` REP�IIIL Page4 af4 1 C. Base: as spacified in Dra.v�vings 2 D. Concrete Paving 3 l. Cancrete placemer�t; in, accordance with Section 32 I3 I3, 4 2. Reinforee eoncrete replacement: as specified in Drawings 5 3.5 REPAIR/RESTORATION [lv(lT IISED] 6 3.6 RE�INSTALLATION [NOT USED] 7 3.'� FIELD QUALITY CUNTROL [NOT USED] 8 3.8 SYSTEM STARTUP [NOT USED] 9 3.9 ADJUSTING [NOT USED] l0 3.14 CLEAIVING [NOT USED] 11 3.11 CLOSEOUT ACTIVITIES [NOT iJSED] 12 3.1� PROTECTION [NOT USED] 13 3.13 MAINTENANCE [NOT USED] 14 3.14 ATTACHII�NTS [NOT USED] 15 EIiTD OF SECTION Revisia� Log DATE NAME SUMM ARY QF CHANGE 1.2.A -- Modified Items to be included '[n price bid; Added blue text for clarification 12120I2012 D, rohnson of repair w[dth on utility trennh repair 2.2.C,1— Changed to Class P to Class H I6 C1TY OF FdRT WpRTH [Ltsert Project Name] STANDARD CONSTI�UCTION SPLCI�ICATTbN DOCiTMENTS [Inserf Project Number] Revised December 20, 2012 329213-1 HYDROMUF.CH[I�G, SEEDING AND 50DDING ?age 1 of $ SECTION 3� 9� i3 2 HYDROMULCHING, SEEDING AND SODDING 3 PART1- GENERAL 4 11 SUIVIMARY 5 6 7 ��. A. 5ection Includes: 1. Furnishing and installing grass sod and permaueni seeding as shown on Drawings, ar as directed. B, Deviatic�ns from this City of Fort Worth Standa�rd Specificatior� 1. None. 10 C. Related Specification Sections inc�ude, but are not necessarily limited to: l I 1. Division 0- Bidding Requirements, Contract �orms, and Conditions of the Contract 1� 2. Division 1- General Requiremen#s 13 3. Section 32 91 19 — Topsail Plaeement and Finishing of Parkways 14 1.2 PRICE AND PAYMENT PROCEDURES 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 4a 41 42 43 A. Measurement and Payment 1 2. 3 Block Sod Placement a. Measurement lj Measurement for this Item shall be by the square yard af Block Sod placed. b. Paymsnt 1) The work performed and materials iurnished in accordance with this Itern and measured as provided under "Measurement" wi11 be paid for ai the uni� price bid per squaxe yard of Bloel� Sod placed. c. The price bid shall include: 1) Furnishing and placing all sod 2) Rolling and tamping 3) Watering (until established) 4) I}isposal af surplus ma#eria�s Seeding a. Measurement 1) Measurement for this Item shall be hy the square yard of Seed spread. b. Payment 1) The work pexforranned and �aaterials furnished in accordance with this Itern and measured as provided under "Measurement" will be paid for at the unit price bid per square yard af Seed placed far various installation methods. c. The price bid shall include: 1) Furnishing and placing a11 Seed 2} Fuz�nishing and applying water for seed fertiSizer 3) Slurry and hydraulic mulching 4} Fertilizer 5) Watering and mowing (until established) 6} Disposal of surplus ma�erials Mowing a. Meas�uement CITY OF FORT WORi'H STANDARD COI�ISTRUCTION SPLC�ICATION DOCUMENTS Revised Deceraber z0, 2012 [Insert Pro,ject Namej [Insert Project Numher] 329213-2 TiYDROMULCHING, 5EEDING AND SODDING Page 2 af 8 1 z 3 4 5 6 1.3 ? 1.4 8 1.5 9 1.6 10 11 12 13 14 15 16 17 18 1.7 1.9 QUALITY A�SURANCE [NOT U�ED] l.li1 DELNERY, STORAGE, AlilD HANDLING i9 1,� MAINTENANCE MATERIAi. SUBIi'.[iTTALS [NOT USED] zo 21 22 A. B1ack Sod 23 1. Pxotect from exposure to wind, suz� aaad freeziaa.g. 24 2. Keep stacked sod maist. 25 B. Seed 26 ]. If using native grass or wildflawer saed, seed must ha�e been harvested within 10� 27 miles af the construction site. 28 2. Each species oi seed shall be supplied in a separate, labeled con�ainer far 29 acceptance by the City. 30 C. Fertilizer 31 1. Provid� fertiiizer labeled with the aualysis, 32 2. Conf�zm to Texas ferti�izer Iaw. 33 34 1.11 FIELD [SITE] COIiTDITI4NS �NOT LTSED] 1.12 WARRANTY [NOT USED] 35 PART � - PRQDUCTS [liiQT USED] 36 3�.1 O'WNER-�'URNISHED PRODUCTS [NOT USED] 37 38 �.� MATERIALS AND EQUIPMENT 1} Measur�rnent for ihis Item shall per each. b. Pa}rment 1} Th� work performed and materials furnished in accardance with this Iiem atad measuxad as provided under "I�Ieasurement" will be paid for at the unit price bid per each. REFERENCE� [NOT USED] ADNIINISTRATIVE REQUIREMENTS [NOT USED] ACTION SLTBMITTALS �11TOT U�ED] IlVFORMATIONAL SUBNIITTALS A. Seed 1. Vendors' certification that seeds meet Texas State seed law including; a. Testing and labeiing for pure live s�ed (PLS) b. Name and type af seed 2. All seed shall be tested in a laboratory with certified results presented to the City in writing, Prior to planting. 3. All seed to be of the previous season's crop and the daie an the container shall be wiihin 12 mnnt�s of Y.�e seeding date. CLOSEOUT SUBNIITTALS [NOT USED] A, Materials crr� or< �axT w�xTx STANDA&D CONSTRLTCTION SPECIFICATI�N DOCLIMLNTS Revised Decemher 2D, 2U12 ��s��t �-o��t rra�� [Insert Proj ect Numher] 3292.13-3 HYDR�DIVI[JLCfiING, SEEDING AND S�AI]ING Page 3 of 8 1 1. Block Sod 2 a. Sod Varieties (match e�isting if applicabl�) 3 �) "Stenataphrum secuzidatum" (St. Augustiue g�rass) 4 2) "Cynodon dactylan" (Cammon Bermudagrass) 5 3) "Buchloe dactyloid�s" (Bufialograss) 6 4) an approved hybrid of Coanz�nan Bermudagrass 7 5) ar at� approved Zoysiagrass 8 b. Sod must contain stolons, leaf blades, rhizomes and roats. 9 c. Sad shall be alive, healthy and free of insec�s, disease, stones, undesirable 10 fareign materials and 'u�+'eeds and grass�s deleterious �o its growth or which 11 might af%ct its subsistence or hardiness when transplanted. 12 d. Minimum sod thiclaiess: 3/4 inch 13 e. Maximum grass height: 2 inches 14 f. Acceptable grawing beds 15 1} St. Augustine gtass sod; clay or clay loam topsoil i6 2} Berinuda grasses and zoysia grasses: sand or sandy loam soils 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 3b 37 38 39 40 41 42 43 44 g. Dimensions I} Macliine cut to �;u�iform sail thickness. 2) Sod shall be of equal width and of a size that pernuts the sod to be lifted, handled and rolled withnut breaking.. h. Broken or torn sod or sod with uneven ends shall be rej ected. 2. Seed a. b. General 1) Plant all seed at rates based on pure live seed (PLS} a} Prare Lir+e Seed (PL5) determined using the formula: (1) Percent Pure Live Seed = Percent Purity x[(Percent Gernunation + Perc�nt Firm or Hard Seed) + 100] 2) Availability of Seed a) Substitu�ion of individual seed �es due to lack af availability may he per�nutted by the City at the tazr�e of plantzng. b) Noti£y tl�e City prior to bidding of diffieulties locating certain species. 3) Weed �eed a) Not exceed ten percent by weight af the total of pure iive seed (PLS} and other material in the mixture b) Seed nat allawed: (1} Jahnsongrass (2} Nutgrass seed 4) Harvest seed within 1-year przor to planting Nan-natrve Grass Seed 1} Plant between Apr� l.5 and Septeznber IQ Lhs. Comrnnn Name Botanical Name Purity Germination Pi,SlAcre (percent) (percent) 25 Bermuda (unhulled) cynadan daetylo� $5 90 7S Bermuda {hulied) cynodan ductylora 9$ 9� 2) Plant between September 10 anci April 15 Lbs. Common Name Botanical Name Purity Germination PLSIAcre {percent} (percent) C1TY' ��' FORT WORTH STANDARD CONSTRUCT[ON SPECIFICATION �OCUMEIVTS Revised I]ecemher 20, 2012 [Inserf Project Name] [Insert Project Nu�nber] 329213-4 III'D1�OMiJLCHING, SEEDING AND SODDING Page 4 of 8 220 Rye Grass loliurrt �nultiflo�.tm 75 Bermuda (unhulled) cynodon dactylon 1 2 c. Native Crrass Seed 3 1) Plant between February 1 and October 1. 4 Lhs. PLS/Acre CommonNarne 1.G Green Sprangletop 5.5 Sideoats Grama* 3.7 Little Bluestem* 17.0 Buffalograss 1.8 Indian Grass* 0.5 Sand Lovegrass* 6.4 Big Bluestem 8.0 Eastern Grama 1.2 Blue Grama 1. S Switchgrass 10.0 Prairie Wildrye* 5 6 d. Wildflower Seed 7 1} Plant beiween the follovving: 8 a) March 5 and May 31 9 b) Septernber 1 and De�ember 1 10 11 12 13 14 15 85 90 95 90 Sotanical Name Leptochloct du8ia Boutedouu curtipendula ,Schizachyrium scaparium Buchloe ductyloides Sorghastrum nutans Eragrostis trichodes Andropogon gerardii Tripscacurre dactylaides Boudeloua gracilis Panaeum virgaturri Elymus canadensis Lbs. PLSIAcre Cozxunon Name Botanical Name 3.0 Bnsh Sunflower Sinsia calva 5.6 Butterfly Weed �scleptas tuberosa 2.0 Clasping Coneflower* Rudbeckra ampde,�eieaulis 3.0 Golden - Wave Coreopsfs basadas 13.4 Illinois Bundleflower Desmanthus illznoensis 13.6 Partridge Pea Cassaa fascicudaia 2.0 Frai�ie Verbena Uerberaa bipinnatffada S:p Texas Yellow Star Lir�dheirxreri teacana 8.Q Winecup Callirhoe lnvolcrata 2.p Black-eyed Susan .Rudbeckia hirta 18,� Cutleaf Daisy Engelmanraia pinnatifida 2.0 Obedi�nt Plant Physostegaa int�rmedia 3.0 Pitcher Sage Salvia azurea 2.0 Plains Coreopsis CoNeopsis ttnctoria 8A Scarlet Sage S'alvia coccine� *not tn be planted within ten feet of a road or parking lot or within tl�tae feet of a �valkway e. Temparary Er�sion Con�rol Seed 1) Consist of tk�e sowin:g of cool season plant seeds. 16 3. Mulch 17 a. For use with conventianal mechanical or hydraulic planting of seed. 1 S b. Wood celIulose fibex produced from vargin wood or xecycled papear-by-products 19 (waste products froyn paper mills ar recycled newspaper). 2a e. No growth or germinat�on inhibiting factors. 21 d, No more than ten percent maisture, air dry weight basis. 22 e. Additives: bznder irt powder form, C1TY OF FORT WOR�'H [Insert Project Name] 5TANpARA CONSTRUCTION SPECIFICATIdN DOCi]MENT6 [Fnsert Project Num6er] Reviaed Depember 2p, 2012 329213-5 HYDROMULCHINQ, SL�bING AND SQT}bTI�G Page S of 8 1 2 3 4 5 � 7 8 9 10 11 i2 I3 14 IS 16 17 18 f. Form a strong moisture retaining z�a.t. 4. Fertilizer a. Acceptable condition for distribution b. Applied uniformly o�er the planted area c. Analysis i� i6-ao�o 2) 1G-8-8 d. Fertilizar rate: 1} Nat requirad for wildflower seeding 2) Newly established seeding areas - 100 pounds of �t�ogen per acre 3) Established seeding areas - 15D pounds of nitrogen per acre 5. Topsail: See Sectiox� 32 91 19. 6. Water: cleax� and free af industrial wastes or ot�aer substances harmfixl to the germination of the seed or �o the grow�h of the vegeta�ion. 7. Soil Retention Bla�lcet a. "Curlex I" fram American Excelsior, 9a0 Ave. H East, Post Office Box 5624, Arlington, Texas 76001, 1-800-777-SOIL or approved equal. 19 �.3 ACCESSORIES [NOT USED] 20 2.4 S4URCE QUALTTY CONTROL [NOT USED] 21 P.ART 3- EXECUTTON [NOT USED] 22 3.1 INSTALLERS [NOT USED] 23 3.2 EXAMINAT��N [NOT USED] 24 3.3 PREPARATION 25 A. Surface Preparation: clear surface of all material including: 2b 1. Stumps, stones, and other objects larger than one inch. 27 2, Roots, brush, wire, stakes, etc. 28 3. Any ab3ects that z�ay interfere with s�eding or maintenance, 24 B. Tilling 30 1. Compacted areas; till 1 inch deep 31 2. Areas sloped greater than 3:1: run a tra�tor parallel to slope to provide less 32 seed/water run-off 33 3. Areas near trees; D� not till deeper than 1/2 iucf� inside "drip line" af �rees. 34 3.4 INSTALLATION 35 36 37 38 39 40 41 A. Block Sodding 1. General a. Place sod between curb and walk aud on terraces that is the same ty�e grass as adjacent gass or exist�ng lawn. b. Plant between the average last freeze date in the spring and 6 weeks prior to the average first fre�ze in the fall. 2. Installation CITY OF FORT WORTH [Insert Project Name] STANDAR� CON3TALTCTI4N SPECIFICATION DOCiJMLNTS [Tnsert Project Number] Revised December 20, 2012 329213-b HYbItOMULCHING, SEEDIIVG AND SODDINGr Page 6 of 6 a. 3 4 b. 5 c. 6 d. 7 e. S f. 9 10 11 12 g• Plant sod speci�ied aft�r tho area has been completed to the lines and grades sho� oza the Drawings with 6 inches of topsoil. Use care to retain native sail on the roots of the �od during the proce�s of excavating, hauling and planting. Keep sod material Ynoist ftom the time it is dug until planted. Place sod so that th� entir� area designated for sodding i� covered. Fill vaida left in the salid sodding with additional sod and tamp. Roll and tamp sod so that sod i� in complete contact with topsoil at a u�n..iforrm slope. Peg sod with wooden pegs (ar wire staple) driv�n ti�rnugh the sod blocic to the iirm earth in areas that may slide due to the height oz slope of the surface flr nature af the soil. 13 3. Watering and Fini�hing 14 a. Fuzx�:ish watear as an anciliazy cost to Contractor by means of temporary I5 metering / irtiga�ion, water truck or by any other metl�ad. necessary to achieve 16 an acceptable stand o£tur�as defined in 3.13.B, 17 b. Thoraughly water sod irnmediately after plant�d. 18 c. Water until esfablished. 19 d, Generally, an amount of water that is equal to the average amount af rainfall 20 plus 1/2 inch per week should be applisd until accepted. If applicable, plant 21 large areas by irrigation zones to ensure areas are watered as soon as they are 22 planted. 23 B. Seeding 24 1. General 2S a. Seed only those axeas indicated on the Drawings and areas disturbed by 26 construction. 27 b. Mark each area to be seeded i�n the field prior ta seeding for City approval. 28 29 �� 31 32 33 34 2. Broadcast Seeding a. Broadcast seed in 2 directions at right angles to each other. b. Harraw or rake lightly to co�er seed. c. Never cover secd with mare soil than twice its diameter. d. For wildflower plantings: 1) Scalp existing grasses to 1 ir�ch 2) Remave gras5 clipping�, so seed can make contaet with the soil. 35 3. Mechauically Seeding (Drilling): 36 a. Uniformly distribute seed over the arreas shown on the Drawings or as directed. 37 b. All varieties of seed and fertilizer may be distributed at the saine time provided 38 that each companent is unifarmly applied at fhe specified rate. 39 c. Drill seed a� a depth of 1/4 inch ta 318 inch utilizing a pasture or rangeland type 4Q 41 42 43 44 45 46 47 drill. d. D�.11 on the contour of slopes e. Afier planting roll with a roller integraj to the seed drill, ar a corrugated roller of the "Cultipacksr" type. f. Roll slope areas on the cantour. 4. Hydromulching a, Mixing: Seed, nnulch, fertilizer and water may be mixed provided that: 1) Mixture is uniformly suspended to form a homogena�as slurry. CTI`Y OF FOR'I' W�I2TH STA1VbARb CONSTRUCTfON SI'BCIF'ICATION DOCUMEN3'S Revised December 2Q, 2a12 �Insert Project Name] [Insert Project Number] 329213-7 T-TYDR011r�UI,CHING, SEEDING AN17 50DDIiVG Page 7 of 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 2) MixtuTe forms a blotter-like ground cover impregnated unifor�rily with g7rass seed. 3j Mixture is applied within 30 minutes after placed in the equipment. b. PIacing 1) L7niformly �istribute in the quantity spaci�ied over the areas shown on the Drawings or as directed. 5, Fertilizing: uniformly apply fertilizer over seeded area, 6. Watering a. Furnish water by means of temparary metering 1 izxigation, water truck or by any other method necessary to achieve an acceptable stand of turf as de�ined in 3.13.B. b. Water soil to a miniz�a� depth of 4 inches wi�hin 48 howrs af seeding. c. Water as direet by the City at least twice daily %r 14 days after seeding in such a manner as to prevent washin� af the slopes or dislodgernent of the s�ed. d. VVater until final aeceptance. e. Generally, a� amount of water that is equal to the averag0 amount of rainfall plus 1/2 inch per week s�ould be appiied until accepted. 18 3.� REPAIRIRESTORATION [NOT USED] 19 3.6 RE-INSTALLAT`I011T [NOT U5ED] 20 3.7 FTELD QiJAL�TY CONTROL [NOT IISED] 21 3.� SYSTEM STARTUP �11TOT USED] 22 3.9 ADJUSTING [NOT USED] 23 310 CLEANING [NOT USED] 24 3.11 CLOSEOUT ACTIVITIES 2S 3.12 PROTECTION [NOT USED] 26 3.X3 MAINTEliI'ANCE 27 A. BIock Sodding 28 1. Watex and mow sod until complet�nn and fit�al acceptance of the Project or as 29 directed by the City. 30 2. Sod shall not be considered finally accepted until the sod has started to peg down 3] {CODtS gCQV[�'1Ilg ]IltO �1� SDl�� and is free from dead block� of sod. 32 33 34 35 36 37 38 39 4Q 41 42 B. Seeding 1. Water and mc�w sod until cotnp�etion and final aceeptance of the Pr�ject or as directed by the City. 2. Maiuntain the seeded area �antil each of tlae following is achieved: a. Vegetation is evenly dis�ributed b. Vegetation is free from bare alreas 3, Turf will be accepted onee fully established. a. Seedec�. area m�ust have 100 percent growth to a height of 3 inches with 1 rnow cycle performed by the Contractor prior to consideration oi acceptance by the City. C. Rejectian C1TY OF FORT WpIZTH [�nsert Projeet Name] 5TAMDARI7 CONS7'RL7GTF�N SPECIFICATION DQCiTMENT5 [fnsert Pxojecf Numbcr] Revised December 20, 2012 324213-5 HYDROIvI'CTI..CHING, SEEDING AND 3DDDING Pagc 8 oi 8 1. City may reject block sod ar seeded area or� Y.ha basis of weed populations. 2 3.14 ATTACHII�NTS [NOT USED] END OF SECTION 4 Revisian Log DATE NAME S[JMMARY OF CIi�NGE CTI'Y OF FORT WORTH [Insert Project Name] STANAARD CONS�i7C'1'I01�I SPECIFICATION DOCUMSNT5 [Insert Pmject Numher] Revised becember 20, 2012 � � € Y 6 _ � q'N �� _� aU� 28 3 4 S 6 9G pAVING D�MOLITION QUANTITI@5 C5.01 SPEC SECTIpN NQ. DESCRIPTION QUANTITY . ee-C�3NSfRkl�NeN STAKIN6 - OD DO 00 9999.tl000 CONSiRUCTION SURVEY � 1 03 41 k5 4241.1300 REMOVE CON� CI1R6 � 2900 024! 15 0241.1000REMOVEASPHA�iPAVEMENT Sb90 02 41 13 0241.0106 RF1vfOYE CONC Sll]EWALK 4982 02 41 13 0241.O1OD REMOVE CONG MEDIAN 973 34 41 30 3441,4108 REMOVE S16N PANEL AND 6 3217 23 321i,4301 REMOVE 4" PVMT MARKING 500 32 S7 23 3217.4307 REMQVE RAISED MARKER 75 9999 O(1D0 REMIOVE 18" QOT PVMT 2900 5690 327723 .....��.�.. 4 I� I 4 0291 14 3311 10 �u3 39-F� 33 05 17 11 10, 33 31 ��- 32 Q1 17 33 OS 17 3213 20 ea.ai a7 MANHOLE ADJUSTME1Vi, MAJO 3 15 9" S�R-26 PVC PIpE 300 9}-4-1v1i4#HOL�E-W�-IiN 12 CONCl�ETE CbLiAR 3 T E F 12 5' WIDE ASPHAIT PVMT KEPAIR, 159 Ol 6" CONC CURB AND GUTfER 170 016"CONCSIDEWALK/aRIVEWAY 15 � �� ' '�1 �� ' '7�� cs.a� 10 0241 14 0241.A362 RFMOVE3' GRATE WLE7 1 FA 1 1 I Q241 14 0241.4001 RFMOVE 10' CURB INLET 4 EA 4 1 IA 31 250U 3125.0041 EROSION AN� SE�IMEMT CONT O 1 LS i PAVING QUANYIYIES C6.01 C12.01 C12.OZ A NO. SPEG SECT[ON NO. �E5Clt1PTION QUANiITY QUANTITY QUANTiTY UNIT CALC TOTAT. 12 31 23 16 3123.D101 UNCLASSIFIf[7 ECAVATION 30Q CY 350 13 32 f 1 23 321 I.2302 S" FLEXI&LE BASE CUtfRSE 4957 SY 4957 13A 000000 9999,OOOOTRIJCKAPRONPAVING 2400 SF 24q4 13B 00 W 00 9999.U004 MONOLI�HIC MEdIRN NDSE 13 EA 13 14 32 13 13 321 l.O101 b" CdNCRETE PAVEMENT (MEpIANJ 291 SY 350 IS 32 13 13 3213.0103 8" CONGRfTE PAVFJv4ENT 4157 SY 4157 16 31 231G 9999.0000 EMBANiCMENi 100 CY 1p0 17 32 f32� 3213.03025"CONCRETESI�EWALK 7859 SF 7859 3232.0100 CONCREiE RETAINING WALL WITH 1B 3232I3 5A1 SF 541 Si�EWALK 19 3216 13 9999.0000 6" SEP, CONC CURe 3275 LF 3400 20 321313 9999.00�12"xl�'CONCREfETRi1�KAPRONCl1RB 220 LF 220 21 32 16 13 9499.00663" MOl1N7ABLE CURB WITH 18"Gl1TfER 498 LF 498 22 32 13 2U 3213,0509 6i4RRIER FREE RAMP, iYPE M-2 B EA 9 23 32 13 ?A 32a3.05�6 BARRIER FREE RAMP, iYPE P-1 2 EA 2 24 32 13 20 3213A51 D BARRIER FREE RAIv1P, NPE C-3 10 EA 10 25 321320 3217.0001 b"SLdPVMiMARKINGNAS�Wp 221 28 LF 249 2G 32 13 2E3 3217.00m2 4" SLD PVMT bAARKING NAS Y 1836 iF 1936 27 32 13 20 3217.0201 8" SLp PVMT MARKING HAS jVVj � 613 194 LF 807 28 3213 20 9999.0000 8" pOi PVMT MARKIh[G Hq5 W B 3 EA 11 29 32 13 20 9999.0000 24"SLa PVMT MARKING HAE jW 170 LF 170 30 32 13 20 9999.00D0 LANE LEGEN� ARROW 3 1 FA 4 31 32 E32a 9999.(k3Q0 LAN� I.EGENo p9LARRow A 1 EA 5 32 32 i3 2D 9999,000� LANE LEGEN� TRP ARROW 1 EA 1 33 32 13 2Q 9999.0000 2' bIAMETER (W CIRCLE 1 1 EA 2 34 3213 2D 9999.0000 L4NE LEGEEJD W WOR� (YIEl❑ 5 EA 5 35 3213 20 4999.0000 18" iSOT PVMT MARKING HAf jW A EA 4 Sd TX�QT 9499.OdD0 ALUMINIUM SIGN (TYPE A 39 6 EA AS � 75 TRAFFIC CONTROL �UANililE5 SECTION NO dESCRIPiION QUANTI UNIT CALC TC I 471. 0 A T L O 10 347113 9994.00OOM4BILIZATIDN EA 1 9999.�WU TEMPQRARY 2" ASPHALT PVMT 34 71 13 WfTH 4' FLEX BASE INSTAiL710N AND 1590 SY ISIX1 REMDVAL � � REVISI�NS nesce�rnar� onr� aaoeNoun� i al/zz/zo2� aAoervou,n z o�/zs/zoz� nooENouµ s oa/z�/zozi H U w � �iAYQEN CONSII�TANTS� INC. � F-aocaa 4 'r�° "u � �rp�tE... ....r.k,�F�� O �.,�.�' � =*�y � noaM N. caass � ... _......i'i t 3ae.....f� � � (1��'�`26,lc6rf,s,`wQ�o�'l'� Ll w/ V`Uw'�..L 5,� � Z � � � ■ � � � 6648MILYONSTREET�SI1fTE 560 J �ALLAS, TX 757A8 PHpNE R14�753.9iop � C O N 5 U L7 A N T S, I N C, �su� REGISTruTIaN Na. Oo6aa A GE1 Cotnpany �'m•�YDFNCONSUL7ANf5:WM � CITY PR03EC7 7a159.1 MR5C0� MO.r 73K a � CITX OF FORT WOki.Ti-�, TEXAS w � TRANSPORTATION AND PUBLIC WORKS g TRANSPORTATION �'ROGRANIMING � & CAPITAL PROJECTS DIViSION Z Q NORMANDALE STREET AND N LAS VEGAS TRAIL J IMPROVEMENTS o Z ov�x.�,L Qu�rrr�r�r su�,�RY � � �ESIGNEQt WCI SCAI,E: pAT�: SHEET O pRnww: HCI NT5 MAy12p2! C0.Q4 Z f`W�C`KFII� LI!`7 '�o� '� � E% ROW EX ONCaq CASLE TO BE I ' I � j .`,o •\ � r AaJUSTEG �BY OTiEERS� MILAGRO FORT WORTH � � o Q-jA � � ��p \ � � � F�PARTMENTS LLC � J* � �� ww MF� TO REMACN 2803 COLE AVE fIPT 367 -'I�6 ; ` �•` � LID EL��( 748.14' o I ----------------------------------- BPTTOhE E L�V MH� 792.35' �ALLAS, TX 752D+F I ! � i \`.` O �.` � N5 8" W�Y; 7A2.49' p215197766 I I' pAV �IMTTS + i � SE B" WVf: 792.35' EK LCGH3 POLE TO � \� � '� � TRACT A, BLOCK 69 REMIAIN j I % j �/ \�� ,9 �� WES7ERN i11LL5 AdDITEON I j 1 � � � /` `� 1� � \ � , ♦ STA 403+53. I 7 9. 03' LT STA 463+47.8�1 � A. 92' LT � I � _ , _ _ � o � � '� Q EXi57 WATER METER �_ 1 � i � �;'r ��. 'f% �o,� E.S(i57 WW MH FQ BE RELOCATED � 'r r-.a o' I LDT 35 BLOCK 23 ��O ��, �.,�, � �e� EX LI6 ELEV= 745.00' SEE SHEET C4.05 j � "'r JAMES R MCFATRIpGF � � �°a\ YROP LIp �L�V: 744.76' � � Q � � I t� �t4��'�� '� � BOTTOM ELEV MHs 738. 79' � � � �°0 � i �'�°a �S' '� - . Nw e�� WW: 739. T3� r F- ? � ; ,�� %+ +� NE 8" WW: 739. SA' � � I { I � � • a � SE f0" WW": T39.62' � �•� �}�- �'� �h �� F�ANHOLE AUJl15TMEMT, MAJOR ' I � � ! I ��,� ��Oy �� \\, �� AOJUST TO PRQP GRAOE 1 , r li. i �` �.4 �'�� '\ � STA 403t6� 88 19. 22' LT ! a� r� �r � ,�, ` q.� �- � �� ex �4�v: �aa.x� +� ; �'-r i � � 4 ` 1`~ '"�--_� � V'4 i' 1 � PROP ELEV: 744.53 , * � � � � � � �� EXIS7 WATER�Vp. l.V� BOX q � � � - i , i'�/ �O ��,'�P i' �� :\ �� ADJUSi TO PROP GRA6E ,� r 1 '� - i r`�� i�r 'S ��` i�' � � \'� 7f LIGHT POLE Q / + Q � I � , � `' RELOCATEQ � ' � �,Q ��,4�EX S�EETRUM/CSiARTER � �o��, � rJ 1 � ~ 1 Qj�.� � CABLE TV TQ BE �� `SO�� pAV LIMITS \� � i r r j �4pdU5TE� fBY OTHERSI ` �, �\ \ _ � o � a� � / �, >� •� � �� LOT 36RR BLOCI� 23 j �` STA 103.�43. Z5 14. 95' L7 i' \ ` / � Q,� TRAVIS ROY BERRY � � �X E�.�V� 796. 4 �i� . � � » f '�,�� PROA €LEV� 746s f�r � � , � � �XTST TE E MH `'. � �r j /�'� ADJIIST T � � ' � � S�,Y OTHERS�1 � �� -� � �. � � ``\ �• � •� r` �� j % � �,� ��,p ��,q. �, � � •� ! � , j - , � � �� 2'�'� � Op.. S'� PpV lIMF'IS ' % �\ � � �,� �*G��,�4� ,; i" G,� � i� ba6 0° oo �s / Il j/ \�� ( � �• 6�'q 3� G i'/ �f 1 �0 a � % � '� ,� ��// C7� y�`�'� i'�' ��'' � �£� � REMkINHT POL� TO % �\ �\ /` \' c�p- i' �' ! % � ,\ /' /` /' � I � / ,\ }� `\l •�EX A'fg�7�F19ER OATIC I o � ,� '� �� CABLE TO BE A�JU5TEQ � O p ��, '� \ ' ,� ' [BY OTHERS7 � p*� ,\\ STA 104+89.d4 21.94�L7 EX LIGHT POLE 70 ��o � /� `�\ ,, +` `� �X;I5�"WW MH BE REM6VE� ITYP) LOT 36RB BLOC!( 23 /" �� ,�� \ pRnp LID EL�Vt �4q 24' �x SPEC7RUM/tHARTER JpN 4< BANGAS.H % � '� BOTTUM ELEs! 7oIH:� 735.28' CABLE TV T6 BE '� `� NW 1�"WWs 73fi.f0' fBY OTHERS1f � � � �S� 10"WW: T36.20' � % ```� �+ �� 5W 6"WI'qe �"#7.09' ��} STA 203+49, 37� 46. 66' LT ✓ �� . �p,I+rHOLE TO SE EiEPLACFD ,�_ EXI57 STM MH . � �� SE� 5HEE7 Cq�08pG EX LID ELEY: 7A1.45' i � i \��' ('-� � � PRQY LI� EIEV: 741..T3' .^ �\ �`L' '�.� I "� BDTTOM ELEV MH: 731 . 54' � iC ,� '� �C��, o� MANHOLE ADJUS7ASENT MAfIOFi ,� �� O `� \ � A03UST TO PROP GRA6E,- ,� � /�� S7A. 195+25.Os 14_75'Li � Qp�� '�' l� '� EXIST. �" WIN LENE'� `� `� 1.5.5' CLEAIiANCE � Q �� WW MH TO REMAIN � �� WV[ LINE TO BE RE�PLACE� � � a �� 1.10 EI.Ev: 735, 3q' 1 `� SEE SHEET C4.08 �� i � � �.�� 60TTOM ELEY MN� 733:54' ,``` �~ d � SE 10"WW= 734.89' �\ rsTA. 1�Q5+23.96 21.87' LT ` ` ^� �703t00 �n �,/ �� EKIST. 8�' WATERLI�fE � d+ +� �' NE e"WW: 734. 18' �\ `� ��• TU BE A�JUSTED � i•�` � _ / �� +� � � �j� S�E WA�ER LI.NE LOWERING � a� �pv�` � �EFAIL C4.02� � �� , y /.i � LOT 1 BLOCK 23 �` $ ��' G� �� o� �' °o � ROBERT MURPi�EY � �' `o ^J .('SQ' ,� i / �' O°°j y' � � p '\ `O�`�� ,\�/ � �•� PAV LCMI75 ��f �, \ a`� � t, ' � � 6 EX ROW �' / /' p0 � �+ � i / � �• ��/ / � ° � � / �, ti� � � � ' � .- ,- �, d . � f.. o \ ¢ ./ �' � , ,^ � EX ROW � ` / �./ /• / _ - � / �� ' / . i � 5 / � �/ � / � J �` `� �� , PAV LIMiTS � �� ` ; .� �%:i.�` /" i '� � �o� \ �� P�j /-' i" 1� ,�� ° \ i ('� i 'i � / \ �t ° , ' i O`-' \ a �.� �'�"�� < S � � / �� i �� ' �\ 2� X! C� / � \ ` +` � , � � `� - � �- .��OR,� / STA 104*85.31 30..69' LT � ��l `� '' � - �' �\ E% EL�V: 743. 40 �\ � �� ' . " � �-J PROP- ELEY: 744.23 � G � `�� 1 ES(I57 1MA7ER VALVE BOX �`� �. '� �� WW MH TO REMAiN � ¢ � r'� �Q� / � A�JUST T4 PROP GRADE EX RQW \� �G� �� ` �� / �Xb ��-�V� 736. 33' �� _ G � BOTTOM ELEV MH: 730.37' � � � ' � / LOT 3A BLOCK 89 �X LI�GHT PO�E 70 � �'�c� �� '. . �� ii, NW I o°'Ww: 731. 27' `�, Q � '� /� sE i o•�ww: z3�. z2• � � s� A�ovEo ITYP) • �P . �� , � E% R4W JON I< BANGASH �, o� `.� � , � N� e"WW: 731. ]7' \ "g" / � �� t`\ a* � LOT 12 HLOCI< 5 \ Fo / �� 9�, �` O` Q�,; �� CLAY C,10HNSON '\ • � \ •� C � . �F, �x � E% R6W :� �a=„ � i� _� � WW MH TO REMACN � � � x �� ,� Nry� BOTTOMLELEVLMH: 733.29' � \�\ y� ``� \�\, � ��`'` ,` ��- NW 10"14W: 734.1A' �� x i' �� bo SE 12"WN': T39.19' \ \ . � pAV L[MITS'� . �' '\ �� SW WW: i35, OA' � �� `� y �• „ �� `. � . �• \ _ •� ,t .` �. .� �� , � \ .� � �. ,� � '� � , \ \ ��'o \ � � '� - �s •� ` �\ �oH \ ��o � p° � ��. LflT 1 I BLOCK 5 ,\'� REVISIDIVS �ESCRiPTIQk nA7E nooEriouu 3 7/z�/2 GRAPHIC SCALE IN F@�T N � �� 0 75 30 80 IF BHEET 1& 17X17, SCALE 19 1'�Bo' FORT WOR7H BENCHMARKS BM #1- A monument on a!0' inlet un N. NorrrFandale St, at the TIW carner an Partales �r. IV 6951056.089 E 2284fi09.254 ELEV = 783.72 BM Jk� -A manument on the double 10' Inlet oF E C6 af Las Vegas Trall on the NW carner of Las Vegas Trail and Mojave Trail. F, N 6952�39.169 E 2286600.928 ELEV -760.30 W � NpYOEN COHStlLfARTS, INL. � �0640 � � p��1�� ,c.a� ............:F��+ O �* AUAM�FO55*� W -s,•,"' I � 1 348••••• :•••� U1 ` ...::.....................'� , � 7�"b,�,..[/c , skQ � W hiss � �."� �- ��.�� Z �� 1"Y �� 5848 MILT4N S7REE7, S41TE 500 J �AlLAS,TX7B2QB � PHONE 274753.Bf00 CONSULTANFS. ING. FIRMAE�ISTRATIONNO.pp690 A G� I Co m pa ny ��•HAYDENCONSULTANTB.GOM � GITY PR( ;T 161591 MASCO NO.: 73K � � CITY OF FORT WORTH, TEXAS � � TR�NSPORTATION AND PUgLIC Vii�RKS � TRANSPORTA'1'�ON PROGRANIlVIING � & CAPITAL PROJECTS DIVISIQN Q NORMANDAL,E 5TREET AND � LA5 VEGAS TRAIL w IMPROVEMENTS o UTILITY ADJU'STMENT PLAN � _ S�ET 1 OF 1 � �eSIGNE�: HCI SCALE DATE: SMEEf O pRnWN: HCI t"�30' MAy12p21 Cl� �� Z r.NFr.i<Fr�� uri � p � 3 � � ag � _� � � a eN �'� �=4 �� I � � ��r IR-�35 BLOCK 66 3I G@i?AR�O ZUNiGF� dl QJO LI Vr J 1'1�11JL !'CfGMHlYC1Y! I � 3 RSf'HALi PAVEtifFNi REPAlfi' PER OETAIL 32 0? 17-�52 t � _ raE� f ` � � �_� � , � �`� , £XfST � - � �'c , } ~� � s-��-s�,� r} ��`o�)��ri �� ` I � � II �O7 3 BLOCK 67 JOHNETTp LfiMPK[N � 3 SFA. 3-1-00.3 i L--& 134 ,� REMOVE FXISr 4' DIA CONC. SS I CONSTRUCr 4' C)!A CONC. SSMH � i N!!TH CONCI7ETE COLLAR CONN�CT Ta �XI57 8" ss (W) , CONNECT TO PROP $" 55 (FJ I N.- 6J5053�.3067 , E: 2286�88.4134 � �ROW � ,_� � �-�-�-�- J�%� L-rUV.IIV L—o�Jy CONSTRUCT 4' D!A CONC. SSMIi WlrN CONCRETE" �OLL4R co�araecr ro P�oP s" ss (�w) N.� 6950577.9101 -z / � �I "—_ � --- , - �.� l,` � 1 ?� . � sr,a o+oo.ao c.-sr.�� J REhlDVE EXI5T 4' DIA CONC. SSN1H � lj CONSTRUC7" 4' D!A CDNC. SSMM ' � 1I � W171-! CONCREfE COLL4R I j GONNECT TO EXIST �D" SS (N,S) CONNECr T0 PROP B" SS (�J) �m�� l+l; 6950693.2392 � E.• 2286339.5389 / :� �� /AY Q ' . / � i ' � � _ - ��- � � � � �� o Qp��o ��l _� _ s � � •• fi � a u`�', � � wTfo) � � Q '�- - --- ------ - _ � a1 2 , � EX. 8' uNK SS f�-�134 1-� . �y � � fi . 8 SS 9Y OP�1� -��- '� � ��-� — — _ a , �. �w!"� �~— L l -� ` Iwi�— �� EX. B' C.I. WATE.4 �R � � w � ` � — � � lI 't~ .5 � 1 131 L�{ 5' W! ERMANE 1 I RFSTORE 94 SY OF 3URFACF BY � EXfS 8'S TQ ASPh'ALT AVEME T REFAlR l�L -------- --�-J-' � n GRA55-NYDROMULCH SEEDING � BF RFMa�EQ � � -� �i � � �R DETA 32 0 17-D521 �, �� . � �? bYlTl! 170 �iF OF aEP CURB ANO G R � �i - . _ _ ,'- I 200+6� � _ `. ��ri(o�=�� _--------�,-�--- � 241+fl0 - — --- � -- 202+00 ' ' a � � Ti(4)� ��.7(D)��` _�. }_ I__�_-�_�-�--� � JI nr6J �' -�---.--�-- Tti --+_�---��.-�I O� �j — -�-- — � r 1 — ' — f�— � S NORMANDAI�E ST o b � _ _ � , � ' � {fX. ASPNAL r PAVINC�YAR1qBL�" R.O. W,) "l � ' - ~ �� I GI GI�—'f~ �- _ � G} I ` �I� »— — fc� � ' '�'-t�-' �� `~ ` yGI�L =--�-GI—f�_"�Gl —�` � � —_— } I I � �_ 1 ROW� -� � I � I — ___�-J.-------- ----�---f---�-----�-`-LOT 3A BL�CK 89 yf.G I � I r, � p �ON K 6ANGftiSH "Tfi , �� I � � � �� r a Q ; k 1 w t �-- 7�� w -743 42.5 � iq �� d,_ . Hnrizor��al scnle: r• zD' ucr'tic�r srate: !• • y o' aa �a a 4- . FILE NO. X-26814 WASTEWATER SERVIC�S aooaess /� esoa 5 woRunNp.m.e si / �/ 3�b4 �A5 VfGAS TRL , l� 3041 LAS vEGAS SRL QUANTITY TABLE DESCRip'RON NOTES N6T€�. CONTRACTOR SFIALL PROTeCT ALL E%ISTING TREES, FENCES, RETAIN114G WALLS qNp SfRUCTURE5 UNLE55 tlYHERWiSE NOTE�. NOT€: ALL STf2EET RA011 SHALL BE 15' ANO ALL ORIVEWAY RAbll SF,qLL BE 5� uNLE5S O1iiERvnSE NOTEb. N07Er CONTRA�CTQR SHALL RELOGATE E%ISTING FENCES p5 NOTE❑ TO pNE F00T �F PR4P�SFll RiCHT OF WpY. THE CONTRACTOR SHAL4 CpNTACT THC FOLLO'MNG AT L£AST 48 HOL1R5 PR30R TO E7:CAYRTIiVG AT EACH LOCA710N; AI&T i-BQO-878-8771 FORT WORTH WATER �EPL-FIELD OPERA71pN5 (9n) 392-8298 F�RT WORTti T&PW (817) 871-8I00 ATMOS ENERGY (817) 275-4366 ONCOR GAS & ELECTRIC (817) 215-5214 TXU ENERGY 1-�00-233-213J 56C TELEPHONE (8SR} 336-6$19 CHARTER COMM_ (817) 509-5272 Ex7 3363 ALL 011-iER FqCILITIES 1-800-01G-TESS BM #1 - A monument on a 1d' €nlel on N, NQrmantlale St. at the NW comer on Portoles Or. C N fi951a56.a89 E 228A609,254 ELEV = 783.72 � BM jJ2 - A monument on the dou4le 10' inlet of E. CB at Las Vegos � C froil on the NW corner nf I.os Vegos Trail and Niojove Trail. Q N 6952098.169 E 2286600.g28 ELEV = 754.34 � HdY�EN CONSIIL7AN15� INC. � F-006A0 � q\� � P1�,.�F...rF�y�� 11 ,�`l � �, ( aonr� m. cRoss p ��... .....'i'i'i 3ag......_ .. � Q�` '� ? ��°il``,� s�S�� F � ( c F l0. Q �ESCftIAIION ❑ATE Q I� g�9EN0UA1 3 7/27/202t � � � � 3 � C FOLtT �TDRTH CITY OF FDRT WORTFE, 7�XAS � WATER DEPARTMENT � 0 - F N�RMANDAL� STREET ANp � LAS VEGAS TRAIL � IMPROVEMENTS : C SANITARY SEWER. RLAN AND PROFILE � SH�ET 1 OF 1 � n - � � � � � � � � SB98 MILTON 5iREE7� SlliTEbGO 7 �ALL4$,TE]fA$ iqQp5 u PHaNe 214.759b10u HRM RE�45TRATItlN NO. 00&40 A C O R1 5 U LT/a P7 7$, l i'V� C. www,H�weucansu�rnNrs.cau p oesicN ar: HCi onT� scnte PRo�Ecr rro. sHEEr F oRawN er: HCI �AY 2021 AS C4.08 ° ct+Ec�cF❑ er: HCI SHOWM � � ��11�� ■�� :. � � �. P�1IEAIIEIVT �tE��1�STR4��l��l� . N��flo41��AL� �i�C�� L�4� ��G�� i �V��H, i�� : ��z�� II��eY �9, �0�0 .,. � ,d �REPAREafOR: HI�� b��st%��i�,�TrS� ��i. - . I 4�..� � __ - f ,J -'ti�isf' � � e�. '~- = - ax:� a, : —,.. y �� i �. 4-�� ,� � T,� �*� ��l�`�� r��i��.; �, C :�;, :, � ��;��,rt,t4•*� i� � _, . . f � • � � �i�� ~�'�_ �� • + i PR�s�nrr�o e�. - �"I��'1�71� �� Geotechnical Engineering — Consiruction Services — Conslruction Materials Engirteering Tasting 3225 Hal{fax Street - Dallas, TX 75247 Ph. 972.444.8889 FX. 972.4A4:S893 �� ,� �� A �� - ��d�� May 29, 2020 f'J�r, Adam Cross, P.E. �ractice Leader, Municipal Team Lead Hayd�n Cnnsultants, Inc. �OQ5 Greenville Ave, Ste 1 �OP, Dallas, TX 75206 i'h�ne: (214) 753-8908 ��.��l: (214) 753-8� 00 �-mail; across@haydenconsultants.corn F7e. Gentechni�allr�vestigation 20� 8 �nnd ( �tersection Im�rovements PaveinPnt F�eeor�structian S. Norrnanc�ale 5treet and Las Vegas Trail Fnrt INorth, 7�xas AG�� Project: DE20-044 Mr. Cross; • GEp��CH�IGAL �NCafNEERINC ' ENVIRONMENTAL CON5ULTING ' CDNSTRUCTION MAT�RIAL3 �NC,INE�RINC� AND TESTING • E�iONSTRUC710N INSPECTION E�I�ase find �nctased our report s�imm�rizing the r�sults af th� geatechnicaf investigation �:7c.>i�fcrrr7�d at th� af��-�ve refer��c�d praject. W� tr��st the recommendations deri�ed from this inv�s#igation will provide you with the infori7�ation necessary to complete your proposed project successfully. ror yaur f�ture ca��structior7 materials t�sting anri related quality cont�al requirements, it is rec�mmended that the work be performed �iy Alllance Geotechnical Group in arder to maintain cc�ntin�rity of inspection and #esting services for the praject �nder the direction of tY�e Geote�hnical �'roject �ngineer. We thank you far t��e o�po further assistance, ��lease c I��spectfully, ��.�.iA��E �t:o-��cc}�r�ic 1=E-�� ; .is M!� c��ing, P.E, F�rc� ect En ineer prafessional services. If w� can be of � _ -��" �� Mi' Fa�l D. f iand, P.E, VicE F're�' ent L7allas � Ft. Wnrth • Frise.o � Long�'sew • fiui3tsviLle 322�3 Halifax Street • L}al3as, Texas 75247 `Tel: �71.-444•8889 • Fax: 972-��q-8$93 � �tinvw.ag�en�r,cani �.sH�oR�' fpf�?� i�e�LF OF GONfT�1ViS PAGE 1.0 INTRODUCTION .......................................................................................................1 1.1 PROJECT DESCRIPTION .......................�..,.........�.................................................,..1 1.2 PURPOSE AND SCOPE ................................................................................1 2.Q FIELD INVESTIGATION ............................................................................................1 3.0 LABORATORY TESTING ..........................................................................................2 4.0 SITE AND SUBSURFACE CONDITIQNS ..................................................................3 4.1 GENERAL S1TE CONDITIONS ......................................................................3 4.2 SUBSURFACE CONDITIONS .......................................................................3 �4.3 SITE GEOLOGY ......................,.........................�...........................................3 4,4 GROUNDWATER CONDITIONS ...................................................................3 4.5. EXISTWG FILL SOfLS .......................................................................................4 �A ANALY5IS AND SUBGRADE RECOMMENDATIONS ..............................................4 5.9 50IL MOVEMENTS ........................�..............................................................4 5.2 OPTfONAL SITE MODIFICATION TO REDUCE SO{L MOVEMENTS...........5 5.3 PROOFROOLING IAND FILL PLACEMENT ...................................................5 �.4 STAE3ILIZATION WITH HYDRATE� LIME .....................................................5 5.5 CRUSHED CONCRETE BASE ......................................................................7 5.6 RECOMPACTED SUBGRADE ......................................................................7 6A PAVEMENT SECTION REC�MMENDATIONS ........................................................8 6.1 PAVEMENT SECTION RECOMMENDATfON .....................................................8 6.1 PAVEMENT CONSIDERATI�NS ................................................................10 8.0 FIELD SUPERVISION AND DEN5ITY TESTING ...................................... ........'10 9.0 LIMITATIONS ..........................................................................................,...............10 ALLI�R�CEC�O��CHNICA�,f�RBU� D�2��4�� i��s �� BORING L�CATION PLAN --------------------------------------------------....__....---------_______..�______..-1 LOGO� BORING --------------------------------y-------------_-____------------------------------------------2 LEGEND, KEY TO LOG TERMS & SYMBOLS---------------------------------------�__..___�_________ 3 SWELLRESULTS-------------------------------------------------------�__------_........__-----------------------4 LIME SERIES RESULTS ----------------..__WW_�_____--------_....__-------------------------------------------5 50LUBLE SULFAT�S RESULTS --.._..--------------------------------------------------------------------- 6 /s1 " '� I►� � � ENVIRONMENTAL TESTING RESULTS FOR BORING B�4 ,00�,LI�RlCEGE�T'�CF�R,�I�A�GI��UP ��Oe04� ��o��c��i�� ir��Yi��vw �o�� o�r� iw��s��io� i�� ►��r ��uc�rio� �. �v�►��r,��+�,a�� r��ra�r� ��,s ��s r�� i ld¢f��H, i�3iPeS A�C f�aOJ�Ci RlO: DE20-04� 9.0 lidTl��DUCTION 1.1 �f:O��CY ��I��IOR� The project consists of reconstruction of the eXisting intersection of S. Normandale 5treet and Las Vegas Trail in Fort Wort�t, Texas. We understand that the proposed new intersection will consist of a two-lane roundabaut. We undefs�and that the new roundabout will consist of reinforced concrete pavement. We further understand tha� the new pavement will be reconstruc#ed near existing pa�ement grades. �.2 P�l��O�E �iD SCO�� The purpases of this geotechnical investigation were to: 1} explare the subsurface conditians at the site, 2) provide boring logs that present subsurtace conditions encountered including water level observations and laboratory test results, 3) provide comments on the presence and effect of expansive soifs on fhe proposed new pavement, and 4) prnrride pavement subgrade preparation and concrete pavement section recommendation. This investigation was Perfarm�d in accordance with AGG Proposaf P18-0538E, dated May 30, 2Q18. �.0 FI�LD IN1/�5i1{��eil��! The field i�ves#igatian consisted af drilling a total of four (4j test borings (Borings B-9 thru B- 4) along the new roundabaut alignmeni. Three (3) af the test borings (Bor�ngs B-1 thru B-3) were drilled an th� existing co�ered leave-ou� areas. One �1) test boring {Boring B-4} was drilled on the southwest corner of the in�ersection between S. Normandale Sireet and the existing gas station. The test bor9ngs were drilled to depths ranging from 15 to 20 feet below the existing pav�ment grade. 5amples retrieved from Boring {B-4) was performed using en�ironmental sam}�ling and drilling Profocol. S�spected contaminaied samples were tested to assess levels ofi contamination. A truck-mo�nted drilling rig was used to advance these borings and to obtain samples for laboratory evaluatian. The borings were loeat�d at th� approximate locations shawn on the Plans of Borings {Figure 1). ALLI�NC� (��O��CF;NICA� C��11� D��d1�� F��.�E 1 Field en�iranmentaf screenings of fhe soil samples ca{lecf�d fram (Boring B-4) was conducted by a IICGRSBd Prafessional GeoscientistlGeologist (PG) and TGEQ registered LPST Corrective Action Project Manager (CAPM) using a pF�oto�ionization detector (PID). Drilling was performed by a licensed water well driller using environmental drilling protocol. Field samples were tested using a PID reading. Three (3) of the field samples with the highest PID readings were callected for analytical testing. Th�se tasts included Tota! Petroleum Hydrocarbons {TPH) Texas Methad 1005 as we{I as Benze�e, Toluene, Eth�lbenzen�, Xylene5 �BTEX) and Methyl Tertiary-Butyl Ether (MTBE) EPA Method 82G015035A. The results �f these tests are presented in the Appendix af this report. Undisturb�d samples of cohesive soils were obtained at [ntermittent intervals with standard, thin-walled, seamless tube samplers. These samples were exkruded in the field, logged, sealed, and packaged to pratect them from disturbance and maintain their in-situ maisture cantent during trans�ortation to our faboratory. �'oundation bearing properties of the clay sails and severefy weathered limestone were e�aluated by the Standard Penetration Test in canjunction with split spoon sampling. The Standard Penetration Tests in�olves driving a sfandar� 2 inch diameter sampler a tatal ofi eighteen inches and recording the blow counts and dr�ving distances for each 6 �nch ar 50 blow incremeni. The first 6 inch drive is for seafing purposes. The results of the Standard Penetration Tests are recorded at the respective testing depihs on the Lngs of Borings. The rock formatians encountered in the test borings was evaluated by the Texas Department of Transpartation Penetromeier (TxD�T Cone) Test. T�� TxDOT Cone is driven with the resulting penetration in inches recarded for 100 blows. The results af the TxDOT Cane t�st are recorded at the respecti�e testing depths on the Lags of Borings. The �esults of the boring program are pr�sented on the Logs of Borings (Figures 2 thru 5}. A key to the descrip#i�e terms a�d symbols used on the log are presented in Figure 6. 3.0 L�oB�F�AiO1�Y i��INP Laboratory tests were perfarmed on representative sampfes of the soil to aid in classification of the soil materials. These tesis included Atterberg limits tests, minus #200 sie�e, moisture content tests anc� dry unif weight determin�tions. Hand p�nefrometer tesfis vs+ere performed on the soil samples to pravide indications ofi the swell patential and the foundation bearing ALLIARlC� G��i�CbiVI�A� ��U� ��O�Q4� F��,�� 2 properties of the subsurface sirata. The results of these tesks are preser�ted on the Logs of Borings (Figures 2 thru 5}. To pro�ide addifional information abaut the swell characteristics of these soils (at their in-situ moisture conditions), absorption swe11 tests were performed on selected samples af the soils (see Figure 7}, A lime series test �vas perfatmed ir� order to determine the optimum amount of lime requir�d for stabilization (See Figure 8). In addition, soluble sulfat� tests were pertormed on selected soEl samples (see Figure 9). �.0 SIY� �eN� �U��U��'�C� ��IdDIiIONS 4.9 ��RlE�L SIT� COAbDIi#ONS The project consists of reconstruction af the existing intersection of S. Normandale Street and Las Veges Trail in Fort Worth, Texas. The existing pa�ement consis�s af asphait roadway. 5ee Plan of Borings (Figure 1} for site configuration, lacation and aerial �iew. �.� ��I��I�F�CE �OFI�ITIONS Subsurface conditions encountered in the borings, incfuding descriptions of the variaus strata and their depths and thickness, are presented on th� Boring Logs. Note that depih on all boring refers to the dep#h frorn the existing grade or ground surface present at the time af the in�estigation. Boundaries between the �arious soil types are approximate. �.� si�r� ��o�o�v As shown an the Dallas Sheet ofi the Gealogic Atlas af Texas, the pa�ement alignment is located in an area underlain by the Kiamichi Clay Formation. The formation typically consists of limestorte wifih interbedded layers of clay. Sails derived from this formation are typEcally plastic clays �xhibiting a moderate to high shrinWswell potential with variakior�s in moisture content. �.� ��w�rn�� cow�ir�v�� The borings were advanced using conti�uausiy flight auger methods. Ad�ancement o# the borings using these methods allows observation ofi the in�tial zones of seepage. Groundwa#er was not encountered with the test barings during drilling. The borings had to be backfilled and pa�ement patehed prior to moving the drilling rig. Therefore, delayed water level readings ALLI�9NC� G�O��HNI��e� �I�OUP ��0�044 �A�� 3 were not obtained, Shallow groundwater le�els should be anticipated in all areas if constr�cti�n occurs af�er periocfs of rain. It is not possible to accurate[y predicf t�e magnitude of subsurface water fluctuations that migh# occur based upan shart-term observations. The subsurface water conditions are subject to change with variations in climatic conditions and are functions of subsurFace soil conditions and rainfall, 4.�. �XI��INC FILL SOILS Existing fill soils were encountered witf�in the tesi borings at depths ranging from 2 ta 4 feet belaw the pavement grade at the test boring locations. We assume that these fill soils were placed in thin uniform compacted lifts during the original pavement constructinn. 5.0 AN�LYS15 �f��] ��A�� R�GOM�I�R�D,ATION� 5.5 SOIL NY01l�AlY�NiS The subsurface exploration revealed the presehc� of B to 9 fieet of expansive clay soils, sandy clay soils and moderately expansive calcareous cla� soils and se��r�ly weathered limestone over hard competent limestone. Th� elayey soil and severely weathered limestone will hav� a moderate to high shrinklswe�l patentiaf depending upnn the soil moisture conditian at the time af construction. Potential soil swell mo�ement calculatior�s were pert�rmed using swell test results, pocket penetrometer readings, and soil moisture content tests to estimate the swelf potentiaf of the soil. Potential soil s►nrell movement based upon the current moistur� conditions and current grades are anticipated to be on the ord�r of 1 ta 3 inch. It should be noted that ihe upper clay soils were generally in moist ta a�erage maisture condition at the time ofi #his investigation. If these c�ay soils are allow�d ta significantly dry after existing pavement is removed, the potential soil swell upward mavements could significantly increase ta aver 6 inches. It is imperative that all cracks and joints in the pavement b� sealed and maintained by routine sea[ing in order to minimize differentia! pa�ement deflections caused by soil swelling. It is also imperati�e that positive drainage be pro�ided along the pavement edges to pre�ent ponding near the curb lines. �e��ll�i�� O��CHiVIC�L (aROI�P D�20-044� �AC� 4 5.� �PYI�NA� �IY� i��l�'I��ilO[d i0 Ft��UC� 501� ��►��lY�W�� As mentianed abo�e, differential upvvard pa�emeni movements cauld occur at this site ciue to sail swelling. If this magnitude of differential pavement movemen# is not acceptable, site preparatian wo�k will have to be performed in order to low�r the potential differential mavements to acceptable IeWels in areas sensitive to differential mo�ements. If it is required for the differential sail swell movement for the proposed new pavement to b� reduced, moisture conditioning will be required. Moisture condiiioning can be accomplished by exca�ation and moisture canditioning of the in-situ soils in compac�ed lifts. An Alliance Geotechnical Group Engin�er should be contacted for site preparation work recommendations in order to reduce the soil sweli movemenis to acceptabfe fevels if it is desir�d to reduce difFerential upward pa��m�nt movemenis. 5.3 �ROO�RO�l�IP�� l�►R�� 'I�� Y�Ni Afier the existing pa�ement ha� been removed and priar to placing any required fi11, the exposed sut�grade should be proofrolled, Proofrolling can generally be accomplished using a heavy {25 ton ar greater total weight) pne�matic tired roller making se�eral passes over the areas. The pfoofrolling operations should be performed under the direction of a qualified Geatecfi�nicai Engineer. Where soft or compressible zones are encountered, these areas shoulci be removed to a firm suhgrade. Any resulting void areas should be backfiilled to finished subgrade in 8 inch compacted [ifts as specified below. After completion af proofrolling, the ground surface should then be scarifiied to a depth af 8 inches and recampacted to levels specified below prior to placement of additianal fill. We recommend that fill be pfaced in 8 incF� horizontal iifts. The clay soils shoufd be placed in 8 inch loose lifts and campacted to a minimum of 95 percent of #he maximum density as determined by ASTM D 698 at optimum to +3°/a ofi its optimum maisture content. After completion af proofrolling and achievfng final pevement subgrade, the upper 8 inches of subgrade should be scarified, moisture canditioned and compacted to a minimum of 98% of ASTM D698 ei -1% to +2°/a of optimum moisture. If a rain event accurs prior to paving, the subgrade should be aerated and re-�ested pri�r to paving. �.4 STAe�I�l��l�f� !lVI�H IiY��iED LIIIdY� The surficial cEay soils are active and have a moderate to high shrinklswell potential. Clay soils react wi#h hydrated lim�, which serves to improve their suppart value and pro�ride a�rm, uniform subgrade beneath the paving. �L�IAiV�� OT�CbI�ICdL (3ROUP �]E20-�44 l�,�� 5 Based upon the res�lts of PI and lime series testing (see Figure 8}, fve (5) percertt hydrated lirne by dry weight (36 pounds per square yard per S-inch depth) shauld be anticipated to stabilize the existing clay subgrade, The actual lime requirement will depend upon tF�e actual subgrade soils expose� at final grade and should be determined at th� t9me of constructian along with sulfate conteni �eterminatians. �oluble suffa#e testing �see Figure 9) resulted in sulfat� le�els ranging from 100 to 14Q ppm. A ris�C of sulfate heave occurs when sulfate levels are in excess of 3,000 ppm, if s�abiiiza#ion is pertorrned, we recommend that additional soluble sulfate testing be performed on the pavement subgrade once final grading of the pavement has been achie�ed to �erify that #hat sulfate levels are below 3,000 pprn. The lime should be thoroughly mixed and blended with the active subgrade sail (TxDOT Item 260} and the rr�ixture compacted to a minimum of 98 percent of maxirr�um dry de�siiy as determined in accordance with ASTM D698, within -2% to f4% of the soil's op#imum moisture content. We recommend that this lime stabilization extend 2 feet b�yond exposed pa�ement edges, if passible, in order �o reduce the effects of shrinl�age during extertded dry periods. After final grading has been achieved, depth checks and Pl �erification chec�cs should be perfarmed to verify that the sp�cified dep#h af stabifization is present and that the PI has been reduc�d to 95 or less. Sand should be specificalfy prohibited ben�ath pavement areas during final grading (after stabilizatinn), since these more porous soils can allow water inflaw, resulting in heav�e and sirength loss of subgrade soils. It should be specified that only lime-s#abilized soil will be al�owed for fine grading. After fine grading each area in preparation for paving, the subgrade surface should be lightly moistened, as n�eded, and recompacted to obtain a tight non- yielding subgrade. Prnject specifications should allow a curing period between initial and fina! mixing of th�e lime/soil mixture. After initial mixing, the lime treated subgrade shauld be lightly rolled and wet cured (mellowed) at a minimum ofi +�% above optimum moisfure (or wef#�r) for 3 days prior ta final mixing and compaction. �/1!e recomm�nd a 3 day curing period for these sails. The su�grade must be kept w�t by regular vvatering during the mellowing period. The following ALLIANC� G��T�Gb�'IC� �R8�1� ��a��0�4 PAGI� $ gradation requirements are recammended for the s#abilized materials prior to final compaction: Minimum Passing 1 314" Sie�e Minimum Passing 314" Sie�e Minimum Passing No. 4 Sieve Percer�t 100 85 60 All non-slaking aggregates re�ained on the No. 4 sieve shoutd be removed prior to testing. The s�abilized subgrade should be protected and moist cured or sealed with a bituminous material far a minimum �f 5 days before further courses are added or any constructEon traffic/equipment permitted. The final lift should not be exposed for more �han 14 days without protection or the placement of a base course or pavement. Pavement areas should be graded to prevent panding and infiltration af excessi�e moisture on or adjacent ta the pavement areas. 5.5 C��I�H�� Oi��E'TE B�S� In lieu of perfarming lime stabilization, eight ($) inches of recycled crushed concrete base cauld be used. The flex base should be compacted at optimum to +2% abo�e optimum to a minimum of 95% Modified Proctor density (ASTM D1557). The base materials should comply with TxDQT Item 247, Type D, Grade 1. We recommend that the base materials extend at least 2 feet beyand the pavement edges. Prior to placing the flex base, the subgrade should be proofrolled as recommended in Sectian 5.3 of this report. After proofirollin�, th� upper eight (8) inches of pa�ement subgrade should b� scarified and compacted prior to placing flex base. The upper eigf�t (S] inches of the subgrade clay soils should be cornpacted at -1 % to +2°/a of optimum moisture to a minimum of 98% Standard Proctor density {ASTM D 698). If a rain event occurs prior to placing the flex 6ase, the subgrade should be aerated and re-tested prior to flex base placement. �.6 R��I�I��T�D SU�CRAD� In lieu of using lime stabilization andlor fiex base, the concrete pavement thicicness could be increased �nd placed directiy an compacted subgrade soils. The uppar 8 inches of subgrade soil shoulcf be compacted at -1% to +2% of ap#imum moisture to a minimun-E of 98% 5tandard Proctor density (ASTM D 698). Prior to plac9ng fill and subgrade campaction, the subgrade should be proofrolled. Proofrolling should t�e performed in accordance with 5ectian 5.3 af this report. Only on-sifi� soi[ (camparable to the underlying subgrade soil) shouid be use�f for fine A�,�IAiV�� GI�Oi�GFr�fVIC�L i"a�OU� D�24o�44 PA�� 7 grading the pavement areas. After fine grading, the subgrade should agai� be watered if needed and re-compacted in arder to re-achie�e the moisture and density levels discussed above and provide a�ight non-yielding subgrade. Sand should nvt be aflowed for use in fine grading the pa�emenf areas. Sand should be specifiieally prahibited beneath pavem�nt areas during final grading since thes� more porous so€Is can allow watar in flow, resulting in heave and strength loss of subgrade soils. The subgrade moisture content and density must be maintained until paving is completed. The subgrade should be watered jusf prior to pa�ing ta assure concrete placement ov�r a moist subgrade. If a rain event occurs prior to paving, the subgrade should be aerated and re-tested prior ta paving. �.o ��n�r�� c�i�� cor�n��r�� The required pavement section depends on th� traffic volume and the frequency of truc� trafFic. The following design traffic data was pro�ided to AGG and was used for determination of the pavement thickness. A�erage Daily Traffic Percent Truck Traffic (�8 Wheelers} Trucks CarslPickups Design Life Annual Traffic Grawth Rate: 7,544 vehicles I day 1.0 percent 76 truckslday 7,4fi8 carslday 20 Years 3.0 percent The pavement sectian recommendations pro�ided below in this repart h�a�e been develaped based upon fhe above traffic information: 6.� �AV�f��R�� YI�N �FC�fldII�dI�NDdT'l�l!! The pa�ement section recommendations proWided belaw were designed based upon AA5HT0 Guide for Design of Pavement Structures using WinPASS 12 compuier program and the City af Fart Worth Pa�ement mar�ual. A summary of the inputs are provided b�low: Design � 1 S's: Init�al Serviceability: Terminal 5ervieeability: Madulus of Rupture: Elasticity Modulus: Effecti�e k-value: Effective f�-value: 3,046,325 4.5 2.25 620 psi (4,500 psi cor�crete) 4,00,0�0 psi 25D psilin — lim� stabilization 25D psilin — crushed concrefe flexbase A��IANC� C"s��T'ECbR�IC�e� �1�OU� D�20�044 PACE $ Effective 4�-�a[ue: Reliability Leuel: Standard D��iation: Load Transfer J: Drainage Coefficient: 50 psilin — recampacted subgrade 90°/a 0.39 3.� 1,0 Tab1e 1 present the recommended pa�ement sectians #ar the proposed pavemenfi reconstructions. Y�L� 1��COlV�l4A�N�� Al�'�{4��lT S�CilOR�� 20 Y�A�� D��ICPI LI�� S. Normandale 5�p�e� ��as degas irail Recommendafcion {20 Years Design Li�e)) �CC S�C�'18N 8 inches Portland Cement Concrete (4,�00 psi Concrete)� 8 inches Lime Stabilization (Section 5.4) Or 8 inch�s Po�land Cement Cancrete (4,500 psi Concrete)" 8 inc�es Crushed Concrete Flex sase (Sectian 5.�) Or 9 inches Por�land Cement Concrete (4,500 psi Concrete) "` 8 inches Compacted Subgrade {Section 5.fi) *- A minimum flexural strength of fi20 psi is required as determined by using simple beam, 28-day, third-point loading (4,5D0 psi compressi�e strength at 28 days) per the City of Fort Worth Pavement Manual. Concrete quality will be importanf in order ta praduce th� desired flexural strength and long term durability. We r�commend that the cancrete have 5% enirained air plus ar minus 1°/a. The concrete shouid be placed at a slump of 4 inches plus or minus 1 inch for hand pours and a slump af 2 inch�s plus or minus 9 inch for machine finish pours, Proper joint placemen� and desir�n is critical to pavement performance. Laad transfer at alf joints and maintenance of watertight joints shauld be pro�ided. Cantrof joints should be sawed as saon as possible after placing concrete and before shrinkage cracks occur. All jaints including sawed joints should be properly cfeaned and s�al�d as soon as possible to a�oid infiltra�ion af water. Our previous experience indicates that joint spacing an �2 to 15 foot centers have generally perFormed satisfactorily. It is our recommendation that the concrete pavement be reinforced AL�,II�lW�� C��T'�CbRlICAL GROIJP [i�20��44 �A�e 9 with a minimum of No. 4 bars placed on chairs on approximately 18—inch centers in each direc#ion. 6.� Pd!l�I��WT �OfNSID�I�iIOf�� AI1 joints and pavement should be inspected at regular intervals ta ensure }�roper perFormance and to pre�ent crack propagation. The soils afi the site are active and difFerential heave within the paving areas will accur. See Section �.1 of this report. The service life of paving may be reduced due ta water infiltratian into subgrade soils through he�ve induced cracks in the paving s�ctfon. This will result in softening and loss of strength a�'the su�grade soils. A reguiar maintenance program ta seal paving cracks will help prolong the service life of fhe pa�ing. The life of th� pa�ement can be increased with proper drainage. Areas should be graded to prevent ponding adjacent to curbs or pavement edges. Granular backfill materials, which could hold water behind the curb, should not be permi�ted. Compacted clay soils should be used behind the curb. Flat pa�ement grades should be avoided. �.B F I�l�� SlJP�1�!l1SION AND DEI��[YY i��li�� Field density and maisture content determinat[ons should be made on each lift flfi fill with a minimum of 1 test per 100 linear feet for the roadways and a minimum of � tesf per lifk per 150 linear feet for trench backfill. 5upervision by the field technician and the project engineer is required. Same adjustments in the test frequencies may be required based upon the genera! filE types and sail conditians at the iime of fil� placement. Many problems can be a�oided or sa��ed in the field if proper inspectian and testing services ar� pro�ided. It is recommendeci that all site and subgrade preparation ar�d pavement placement be monitored by a qualified engineering technician. Density tests should be perFormed ta verify compaction and maistur� content of any earthwork. Inspection should be perFormed prior to and during concrete and asphalt plac�ment operations. Alliance Geotechnical Group employs a group of experienced, well-trained technicians for inspection and canstrucfiion materials testing who would b� pleased to assist you on this project. 9,0 LI[�IIi��I�R�� The professianal services, whic� �ave been performed, the findings obfiained, and the recommendations prepared wer� accomplished in accordance r�vith currently accepted geotechnical engineering principles and pracfices. The possibility always exists that the GEpT€�bR�I�A�. �R��1� ��non��a fr��AG� �a subsurfa�e condit"rons at the s9te may vary somewhat from those encountered in the test borings. The number and spacing vf test borings were chosen in such a manner as ta decrease the passibili#y of undiscovered abnormalities, while cansidering the natur� o� laading, size, and cast of the project. If there are any unusual conditions differing significantly from those described herein, Alliance Geotechnical Gro�p should be notified to re�iew the effects an the performance of the pro�osed recommendations. The recommenciatians given in this repor� were prepared exclusively for the use of client and their client an� consultants. The information supplied herein is applicable only far the design of the previausly described de�elopment to be constructed at lacatians indicated at this site and should not be used for any other s�ructures, locations, or for any other purpose_ We will retain the samples acquired for this project for a periad af 30 days subsequent to the submittal date printed on the report. After this period, the Samplss will b� discarded uniess otherwise notified by the awner in writing. �IAidC� CFcOT�CHRlICAL CaROU� DE�D�044 P�,�� 1 � __ i ` I� � i � ! I � ` ALLI�',R�� G�OT�CbR�1C�►� �R�U� �ACE 12 - :. . . �. _._ _.._.�_ .�� ti4 � � . . -,* F . �#�-- � _ � � ' ' ' �� '+� ��' l � .'f '�� i� f� '- � , � . . .� �� .� � . �� .� . _ ,�` �� ' 2%� � � 4Y1 '' i � i ' I � � ��'_ ' ' �' ' � x �ti ��f� �� . -;�,�� x. � }Q - - �Y��f�+ � � ' � - � � t` ,},� t � ' ��`;t � ,_ �� ' . _ -' L� � � � ,�� ` � ��"' � ` � I � �� : ' �� + � � � �. �, � � � � - ' - � is � i �� `3 I � � # �� i ,.•`� ��_�,�� '� � � � , � r � * ' {� y �* .t�R � � �} ' � . Y � .� .�� * , I {� � � � ��!i ' ,i �l � f,�} . � �7'.,� + � � T +� ■� � _ ` ` {� �`� �'.i� . - ,..� ' # � {. s�k r �; • � ,, • • `� , � � . � � * � �� . � -�� ti, . � � , � � +' �; � ' ��- � � � �, , �� _� - ,. � - � � - '� � � .� - '�� . . � . , i . � � .r � �. - _ � �� - . - . � �pojec� Rlo: F��f��'�� OeQ�4 ��w� �� i�� ,� ��T�+�il��l��l� ��v��w��r R�c��sr�u��ri�� l.�P �i�� : = -- - s. i�or��a�� s�� ►�'�� Tr�� 1 Fo�� IfV��b, i�xx�� i�� Project: �a�emenfi �econsfiruction �. Plormandale and �as Vegas irail Date: 031�7I�0�0 Elev.: Location: See �igure 1 Depth to water at completion af boring: �]ry Depth to water when checked: was: Depth to caving when checked: was: EVATIpN! SOII. SYMBOLS �EPTH SAMPLERSYMBOLS DESCRIPTfON ieel & FIELD TEST DATA r 0 �-n �� 10 -15 -�o -26 30 38 1?!fi" z2rs�� za�s� 1 B16" 2716" 2816" 3218" 1716" 5015" 6o,o.zs 60l0.5" Project Na.: ��a0-044 %`% I% I% I 9S � Pcf 1 P sfN I Li �50N I St�aln 5" CONCRETE over 2" BASE �and ravel -- -- -- Dark hrown and brown sandy CLAY wl gravel and 22 d5 �7 2a calcareous nodules FILL � Tan and gray CLAY, join#ed, wl severely weathered 12 limestone layers Hard tan wea#hered LIMESTONE, fractured, wl clay seams _ Very hard gray LIM�STO�E Boring terminated at 15 feet 23 I 67 I 23 I 44 z.o 3.0 --- -a.o 4.2 4.5 7 02 4.5+ Notes: FIGl1��:� Alliance Geotechnical Group, Inc. 5070.25" �,�� o� Projeat: �avement Reconstruction 5. Plorrnanda[e and �as Vegas �rail Date: 03/27/2020 Elev.: Location: �ee �igure 1 Depth to water at completion of boring: 9ry Depth to water when checEce�: was: aepth to ca�ing when checked: vrras: ELEVATIONI SOIL SYMBOLS Project No.: ��0-0�4 DEP7H SAMPLERSYMBOLS DESCRIPTI�N MC LL PL P{ -2fl� dD P.P�N UNCON Siraln {eet & FIELb TEST �ATA °h 95 °/o % °k pcf tst ks( % r0 �n - - -- - ---- --__ _— s 47�6" 60l2" 2018' 3ons� 1816" 4716" 1916" wl��l�l I f 1 ��1�/ �� II 15 �20 25 �30 -35 �aro.zs° 60l0.12' 6" CONCRETE over 3" BASE sand and ravel ❑ark brown, brown and tan sandy CLAY wl gravel and 1s s9 ,s z4 `;.s' �� ` limestone fra ments FI LL ----- --�-- Tan se�erely wea#hered LIMESTON�, highly fractured, 1z a.s wI calcareous eaay Iayers i2 32 14 18 123 4.5+ Very hard gray LIMESTONE Soring terminated at 15 feet ia 4.5+ Notes: F'IGUid�;3 ___ __ — __ Alliance Geotechnical Group, Inc. �� Project: Pavement Reconsfeuction S. P�or�mandale and Las �legas irail Date: b312 712 0 2 0 Eie�.: Lacation: See Figur�e 1 Depth ta water at completion af boring: �rry Depth to water when checked: was: Depth to ca�ing when checked: was: �LEVA'CION! SOIL SYMBOL3 Project No.: D�20-a44 DEPTH SAMPLER5YMBOLS ��C�IpTIO� "/n % °h % % pcf tsf ksf %�� teet & FIEt� TEST �ATA � — -- -- -- — --- --- ---- ----- —__ � � 6.5° CONGR�T� o�er 2" BASE sand and rauel __ __ __ _ ___ ___ ___ ____ _-_ �ark brown and brown sandy CLAY wl sand and gra�ef is a� �s zr `z.n :� ��: iiw�r�w�r e�uu: �nRisw ��a`a. nr.wsar r�� uc�icr.r. ��n�i �s��ii A i�.�w� ��uu: �� ::: �� '='.•'-�� 11 ':.:.�� , � ':::.��►� r�rrr �� 25 3D 35 ia�n (FILL) a -- -- - -- Tan SAND and GRAVEL (FILL) ` � e Tan severely weathered LIMESTONE, highly fractured, ig � w! elay layers ir Very hard gray LIMESTONE 5oro.z5� garing terminated at 2� feet 4.5 4.5 Notes: FIGUR�.4 Alliance Geo#echnical Group, Inc. �� Project: �avemeni �ecanstPuction S. {do�mandale and Las Vegas irail �ate: 0311 �l2020 �lev.: Locafion: S�e �igure 1 Depih to water at completion af boring: ��ry Depth to water when checked: was: Depth to ca�ing when checkeci: was: EVATIONI 501L SYMBOLS pESCRI PTION DEPTH SAMPLER SYMEDLS feal & FIELD T65T �ATA r 0 �r, 5 �,o Projeci No.: D��OaQ44 MC LL PL PI -200 bD P.PEN UPlCON 3train °% % % % °k pcF tsf ksf °% Dark brown, brown and tan CLAY wl calcareous 23 2•2 nocfules and ra�el FILI. z2 si 1� 34 -- --- -1.5- ----- - Brown CLAY, jointed wl calcareous nodules 3.7� Tan and gray calcareous CLAY, jointed, wl limestone �� 42 15 2� ios a.5 ----- ---- fragments and calcareous deposits 4.6 Tan severel� weathered LIM�S70NE, highly fractured, '2 ---- --- -4�� _��v �� wl clay layers sor,° Very hard gray LIMESTONE -- -- - --- -- -- ____ ___ 50f0" -i6 �50f0° 5010" - xo -25 -30 -35 Boring terminated at 15 fie�t Notes: FIGU��:� Ak[iance Geotechnical Group, Inc. Sy�nbol Aescription S'�rata sgmbols � Asphal.�.ie Paving � ' ii►ii ....■ �....� ....■ ..�.� ...�■ .-.-.:� ...�■ ....� ...�■ �...� ...�. ��.�: ��u ■��°ii �iei�i W 4 � v ,.- ...a �� CLAY, sandy CLAY ��r�sTON�, rdeathered zir�s�oNr LI�STON� , severely ra�atk�ered sArrn C�AX � Calcareaus Sob� Samp�.ex.s � Rock eore Notes' KcY i� LOC i�F�I�IS � �Yf�I�OLS Syfnbol Description � 'Thin Wall Shelby Tube � Standasd Penetratiian ��s� � Auge� � �"HD Cone Penetration �e�t 1, ]�xploratory borings �aere drilled on dates i.ndi.cated using truck mounted drilling equipm�r►t. 2. Wa�er level abserva�ions are noted on boring logs. 3. Results of tests conducted oa samples zecovered are reported on the barbng �.ogs. P,bbs�vi�ati�or�s used are: DD = natusal ds3r density (pctj LL = liquid limit (�) MC = natural mdisture aontent (�) PL = plastic iimit (�) Uncon.= uaconf�ned comp�ession (tsf) Pa = p�astbcbt� badex P.Pen.= hax►d pex►et�omete� (ts�� -200 = per�ent passing �2�0 4, Rock Cazes R]EC =(Recovery� sum of aore sample recovered divided Uy lenc,reh of run, expressed a�s percexatage. �A =(Rack Quality �esigriationj sum of core sample recovery 4" or grea�ex in leng�h divided by �he run, expressed as perceri�age . �IGI��t�:S Alliance Geotechnical Group, Inc �I�l�l�� T��T i��S��i� �� iJw�i lW ��Tt � �� '�o I�I?�MN� � d��T�# y��ir�wT L��7� ,�yry3�7°�r�E A�r�1�Y4J�� ,�a V��TICA� N�. ��i��? ��0��1 1.�, �'� Pi �:�RlTEI�T 4�?��T ��5� SiL$�II _ � B-1 7-8 101.8 67 23 44 23.2 26.4 938 3.2* B-2 �}-5 9 22.7 32 14 18 11.5 13.5 688 2.'l * B-4 4-5 108.6 42 15 27 14.5 17.5 563 3.0 PROC�UR�: 1. Sample p�aced in confining ring, design load (in�luding overburd�n} applied, free water with surfactant made ava�fable, and sample a�lowed to swel! compl�t�ly. 2. Load removed and final moisture cAntent determined. *Sample was remalded at Modified Compaction effor� prior to being tested far swelf �� - _ . �� F21W� ��ib �If�� I�l�II� ��A�iICITY NO. (�� ADD�D LIMfT IFJD�X (�I) (%) (%) 4% �45 28 2% 41 19 B-1 1-2 3% 38 1fi 4% 38 93 LI�� RI�S i�Si FZ��IJLi� s. n�o��n�►��►�� sT��r � �� s r�r� ��P�LLI�i�� o�T +�vo��H, ��x�� ?f9�i��1� �� LLI�N�� C�Qi��HidIC�,L {��30UP ��06044 Date: 04l2�12020 FIGUR� � �� 4T�� i�S� R.��Q.J�i� �PPI#A� �[�!?!NG ��. ��H ��r 4 �gt E �U1.��T�� I �� B-� � -2 � 2a B-2 � -z � o0 s-3 � -z � oa B-4 2-3 14Q �� - ��i��i�I�RL -f 4�H 1�4�1 �AG� 13 �� .�'�� wwvv.faranaree�.com G R Q U P Apri12, 2Q2(} Mr. Francis Mbogning, P.E. Aliiance Geotechnical Group 3228 Halifax Street Dallas, Texas 75247 Via email: fmbogning@aggen�r.com Re: Limited Phase II ESA Pavement Reconstruction S. Normandele Street and Las Ve�as "i'e-Ky� Fort Worth, Texas Dear Mr. Mbogning, Farmer Environmen�a! Group, I.I .C' { Fark�le��j i�:�s �arc�.�ared �he �ollowing Limited Phase II Environmental Site Assessmen� (�SA } rw�or� �loc:urnentit�� so�] �ampling }�erformed in assoc�ation with the Pave�nent Reconstruction p�aje�:t �t �€�� ,.�t+*��w��t ��,rner ��' the intersection of South Normandele Street and Las Vagas "1-:•�r1 ��3 �� t 1Nc»•�1�, Texa�;. h�r�hi��.r r�ferenced as the Subject �ite. Fanner is a Texas Comm��s��n e�ri �r�via-t�nm�ntal (��;ryii�� ('I`t;`EQ) registered LPST Corrective Action Specialist (RCAS00821) ar�� Texas i�oard o�` �ro�essionaS Geoscientists {TBPG) regis#ered Geoscience Firm (Regis�ra�ion #50095}, �'a�-mer emplays TCEQ xegis�ered LPST Corrective Action �roject Manager� (C'�'1wM�� ::nd 7-�P(� Eic�r.s�d Geologists (PGs). Farrner has the gualifications, knowledge, and experience to perfor�ri the assessment and to provide sound conclusior�s anei recnmmenc�atinnc based uAon the results heR��in. 06jectives The object�ve oi' �I�� rc�posed �ct�vEly �x��s t;� +�?tprmine if tlie s��i� ai t�►e Subjecfi Site has been affected by the off-sit�lt:�+iac�.�� ctiperations of the 'World Star S�c�� o�drnart/Gulf Statio� at 3100 Santa Fe Trail. Identified can��:::;inatti�� c,f concern (CQCs) consisted of petroieum hydroearbons associated with the retail sai_e c�;- �as�lin�. 5cape of YVorlc Far�ner was subconiract�cl l�y 1�lli ::::�= �:*pntwrl�nir;,� (13�k��p ��{�tij �cx ��rn�yir�e Ynvironmental services associated v�,;*�� thc i'avct�lcn# Re;on�r,-��;i-i�:n �F��;�c�, I�UC �'��i��•t iJ��mher DE20-044. Farmer's services inci��ed r��: �:n�!Yc#is�n anci l�borat�ry �?��ly�� €�fi r��resentative soil samples and the preparation flf l€+j� T i:r��te�1 l�i��se f� r.�Q repori, '1'i�e da•iE�rrt� �.�aE��nntractor, SunbeIt IIIC�UStI'1&� S�i'V1C�5 �Sllll�7��t�, w�s ca�#rac±�d bv 11(i(�. Adva�zcement of Soil Bvrings Farmer, AGG, and Sunbelt mc�bilized �o +�hr S��+h;��.� �;te ;Ln Niarch 18, 2420 to pe�•form the assessinent. Sunbelt einployed a truck-moar;�c1 [�N�-7� �-atary dri11 rig, using hollow-stem augers and S-foot split barreZ core tubes. Soil bori�Yg B-4A location was pre-maxked on the concrete- paved easement of 5outh Normandale Street. T�he B-4A soil boring was seoped to be ad�anced to �09 N G�Ila�n��y, St�r 10�a � hAasc�uite. �'X 7�rt49 • Office� (9i?} �85-105� ,� ax- (9�?} Z85-�18`I Limlted Phase JJ �SA Pavement Reconstructlon PraJecf S. Narmandele 5t & San#a Fe Tr. Fort Worth, Texas �age 2 a depth of 2� feet below ground surface (bgs), Soils aneountered in the B-4A boring consisted of approximately �4 feet of fill materials including concrete paving, cushion sand, and stiff, moist, grayish-bxown silty-clay overlying brown mottled clay with silt (see attached Boriu�g Log), Native �oil consisted of very sti��, slightly moist, light brown silty (calcareous) clay, becorning hard, dry and fissile �,veathered limestone helow a depth of approxirnately 7.5 feet bgs. At a depth of approximately 10 feet bgs, the weathexed limestone transitioned to very haxd, dry, massive, light gray unweathered limesione assaciated with the Goodland Lirnestone Formation {Kgl). The boring was tsrminated at a depth of approximately 14 feet (bgs) upon the very slow penetration of �he carbide-toothed drill bit. THD cane penetromater blow counts were secured by the AGG Fie1d Tec�inician, 5a�1 Sampling Cantinuous core samples w�re obtained in 4-inch diarneter core barrels at S-foot intervals. The soil samples were visually inspected and screened for organic vapors using a Photo-Ionization Detectar (PID} calibrated to 100 parts per million (ppm) Isobutylene. Three soil samples frorn the B-4A boring (designated B-4A@4', B-4A@6', a,nd B-4A@9') were selected for laboratory analysis based on the highest observed PTD raading, or in the absence of elevated PID readings, the Geologist's determinatian of the sample interval mo�t likely io be affected by the identif ed COCs. Field screening by PID did not reveal any significantly elevated readings. Th� collected soil samples were field-pxeser�ed via pttxga and trap {SW-84b Me�hod 5035) for laboratory anaiysis. The collected soil samples were �alaced in labara�ory-supplied containers, labeled, placed in an insulated cantainer with ice, providing a<6°C environrnent for sufficient preservation until deli�ery to Pace Analytical (a thircl-party, independent, NELAP accredited, and TCEQ licensed enviranmental laboratory in Mount Juliet, Tennessee) accompanied by complatad chain-of-�ustody. The saxnple collection and handling activities were conducted in accordance with USEPA. Standard Operating Procedures arid strict cha,in-of-custody protocols, SoiC S`ample Analysis LaUoratary analysis of the soil samples included total petroleum hydrocarbons (TPI-i� by Texas Method 1005/5035A and valatile organic campounds (VOCs) by US EPA SW-846 Method 8260B/S035A on all samples, The VOG analytes were limited to th� common gasoline constituents Benz�ne, Toluene, Ethylbenzene, Xylenes, (BTEX) ar�d Methyl tertiary butyl et�er (MTBE). Soil Analytical Result� TPH or BTEXIMTBE was nat detected in any of the three soil samples submitted far ]aboratory analysis. Laboratary QA/QC, including metlnods and detectian limits, were within US EPA and TCEQ regulatory criteria. Limifed Phase f! FSA Pavement Reconstructian Prof ect 5. Normandele 5t. � Sanfa Fe Tr. Fort Worth, Texas Page 3 Conclusions and Recommendahons Based upon the field observations and the laboratory analytical results of three representative soil samples, Farmer concludes that the area in th� vicinity af the B-4A boring has nat been significan�iy affeeted by the operations of tlie adjacent World Stax Stop Faadmark/Gulf Station at 3100 Santa Fe Trail. F'armer daes nat recommend any additional assessrnent nf the Subject Site at this �ime. Please contact the undersigned with any questions or comments. Sincerely, Farmer Environmental Group, LLC Geoscience Firm David L. Allen, PG Professional Geoscientist 50095 February 28, 2021 Registration Number Expiration Date � Signature �� ' V i11..��YGl1�.' ! 1I1W 'Jr �+ '��. Decembex 31, 2020 �xpixat�on Date Apri12, 2020 Date Enclosures: Boring Lag Laboratory Analytical Report 4136 License Number � — BORI NG LOG: B-4A � �+�'v �,r Project: Pavement [ienonstruction ProJect hio: DE20-044 � aa�� Locatfon: 3100 Las Vagas Trail, Fort Worth, l7ete Drllled: 031181202U ' �� 1� TX EngineerlGeologlst: oavEci All�n Inittal Wafer Level {ft.): DRY �� '�' �1� Drilfing lNefhod(sj: HSA, 5' Split Core Barrel Ffnal Water Level (ft.): [1RY ` � � DAV _ N f Wekl Depth (ft); NA Hole �epfh (ft.j: ?d Ho[e pia. (in.}: B �� 4�� ,�3 5creen Length (ft.}: NA Screan �ia. (ln.�: NA 51ot 51ze (in.): NA F��4,�k `«t�us�� Casin Len th ft.: NA Casln Dla. in. : NA e: Na ��C..w�' � W.o �� Plb IPpm) Sample Uescription � E �o � a LL; �-- H y � ti MInIRAE3QOQ � y y y Well �ia ram Remarks �� 5" Concrete / B"5and Fill 1 1 0.0 Si-Clay, Gy-Bn, 5tiff, Allo9st � � � � � � � � ^ � CH z z 3 A CC Clay wlSi, Bn Mottled, Stiff, Moist, �e St, sm Calc St, a tr Wthd Calc Nods B-4A�4' a 4 D.� * �0;40 5 Si-Clay (Calc) l.t Bn, V Stiff, Sl Moist, sm Fe St CL � B�A(ci�6' � Q.2 �e 19:05 6 7 � Blsli ---�� .�...�.. �� —�— e B Limest�ne, Weathered, Lt Bn, Hard, Dry, Fissile g 0.9 * B-4A@9' s 11:30 �a o,_Q�.o�._�—_��_�_�_�_� �o �z Limestone, Unweathered, Lt Gy, V Hard, Dry, �1 Massive, no sample r�cov�ry 1p 12 C. lrU 13 13 t4 74 �5 Auger Refusal 15 �g 15 17 17 18 1 B 79 19 su 20 zi 21 � 22 23 23 Zq 24 xs zs Lon: 32° 43' 4�.27" N Laf: -97° 28' 07.89" W � e � - /�' _ �'aceAnalytical � ANALYTICAL REP�RT March 27, 2020 Farmer �nvironmen�al Group, LLC. 5ample Delivery Group: L12q0813 Samples Received: 03119l2020 Project �Vumber; 244.401 Description: D�20-044 Pa�ement Reconstruction Report To: David Allen 3b9 N. Gafloway Ave. Suite 1Q5 Mesquite, TX 75149 Entire Report Reviewed By: �' H„d, _ ��,� r �-� Chris McCord Project Manager Results relate oNy 10 lhe Items [esled or call6reted and are reported as rounded values. This tesl report shall nat he reproduced, extepl in tull, wlthaul written approval of the laboralory. Wher� appllcable, Sampling conducted by Pace Aoalytical Nattanal rs perfarmetl �er guldance provid.edln laporatory 5landard aperating pro[edures ENV-SOP AhTJL-OOfil and ENV-SQP-MT]L-UOfi8. Where sampling conduded hy the customer, results re�ate io ihe accuracy of the information prnultletl, and as Ihe samples are received. � � • � � ' � . � � 7 -� � T � � � 3 �5 4 Cn .ri �. � �G{ � 9 �C �4 -�F I - *� * �+ � � i ' ACCOUNT: PROJECT: SDG: pATFI7IME: PRGE: TABLE OF CONTENTS "=� """ ° '� ��e. E�� of s rr,t na � Ss: 5ample 5umm�ry Cn: Case Narrati�e �r: Sample Result�� B-4A@4' L1�fl0813-01 B-4A�6' L'f200813-02 B-4AG 9' L72Q0$93-03 Qc: Quality Control Surrmmary roc�i so��s by Metr,od z5aa �-�o�� Vo}a�tile Organic Compounds (GC/M5) by Method 82608 TPW by TCE(� MetF�� 9@^r G!: Glnssary af Terms � ____, --- --- --- Sc: Sample Chain of Gustody ACCOUNT: PROJECT; SpG: oaTEmMe: 3 4 5 5 � 7 8 s 9 1^ 11 13 � :� Ss a Cn l� �GI 9 5c PAGE: B-4A�4' L120081�-01 Solid Method Total S.olids by Hiethod 2540 G-2d91 Valatlle prganic Gompounds (GC1MSj by Meihod 82606 TPH by TCEO Method 10p5 S-�A@6' L1200813-D2 5alid Met�od Total Salids by Meihod 2590 G•2011 Volatile �rgan[c Compounds �GGMS) by Methad 8260B TPH by TCEQ Meth�tl 1005 B-4A@9' L1200$13-Q3 Solid Method Total 5olfds by Method 254U G 209� Volatile Organic Compounds (GCIMSj by Method 8260B TPH by TCEO Method 90Q5 SAMPLE SUMMARY ��'�� `+TG�+�� ° Collected Uy Collected dateltime 13eceived dateltiroe Davld I�Ilen D3118120 t0-40 03119120 08�3D 8atch dllution Prsparation Anaiysis Rnalyst LocaEion � dataltime daEeltime ' WG744TI22 1 D3122120 02:54 03122I20 03:07 KBC Mt. Juliet, TN WG1447832 1 03/18/20 tfl:49 03I21I20 Q6:24 JRH Mt. Juliet, TN � WG1448883 1 03/24/20 08:15 � 03I2412018:58 AEG fNt, Jullek, T�! Collected 6y Cvllecfed dateltime Received dateltime David Allen 0311812011:p5 �3I19120 08:30 Batch dlWtlon Preparation Analysfs Analyst Location dateltime datellfine WG144T722 1 03/27120 02:5A 03122/20 fl3:01 KBC Mt. Juliet, TN WG1441832 1 03l18I2011:05 D312S120 06;44 JAH Mt Ju[iet, TN WG1A48883 1 03I24/20 08:15 03l2412019:12 AEG Mt Juliet, ?N Collected by Gollected dateltlme Recelved dateltime Davld Allen 031181201130 03I19120 Q8:30 Batch Dilution Preparatfon AnaEysis Analyst Locaiion dateltime dateRime WG1447722 1 Q3122124 02:54 03I22/2p p3:01 KBC Mt. Jullet, TN WG1447832 1 03f18120 31:30 03I21l2D 07:03 JAH Mt. Jullet, TN W61448883 1 63/24/20 08:15 03I2q1201926 AEG Mf. Juliet, TN 4 Cn l5 ''r I 7�� SC ACCOU NT: pROJ ECT: SDG: �ATElf IME: PAGE: CASE NARRATIVE � �� . � All sample aliquats were received at the correct temperature, in the proper containers, with the appropriate preservatives, and within method specifled holding times, unless qualified or not�ted within the report. Where applicable, all MDL (LODJ and RpL (LOQ} values reported for en�ironmental samples have been corrected for the dilutian factnr used in the anafys€s. All Method and Batch Duality Contral are wlthin established criteria �xc��t where addressed in this case narrative, a non-conformance form ar pra�erly quallfled within the sample results. By my digital signature below, I affrm to the b�st of rny knowlsdge, all problems/anomalies absenred by the laboratory as having the {�otential to affect the quality of th� data have been identitied by the laboratory, and no information or data have been knowingly withheld that would affect fhe qu�lity of the data. ��V � \l��1 _� _ �� r Chris McCord Project Manac�er I - 3 S� � r f I 7C7� �5c ACC011NT; PROJ ECT: SpG: DATElTIM E: PAGE: B-4A@4' SAMPL� RESULTS - 01 Callected dateltime: U3l1812p 10:4U L1200813 'n_c .� I��,v � �_ 1 C� � �" , 7 � - Result Oualifier Dilutio� Analysis Analyte 9d date I time Total 5olids 80.6 1 03I221202D D3:Q1 �� . I ' . = . .......... +.... . I : . � . _____ Batch Result �dry) �ualifier 5DL (dryJ Unadj. H1pL iNQL {dry� Analyte mglkg mglkg mglkg mglkg Benrene U O.OD0496 0.0014d D.0�124 Toluene U 0.00155 O.OD5D0 0.00620 Ethyl6enzene U O.�D0657 O.U0250 0.00310 Tntal Xyle.nes ll 0.00533 D.U0650 Q.00806 Methyl tert butyl ether U 0.006366 a.ao�oo 0.00124 (SJ Toluene-d8 11? 75.0 �3� (5J 4-BromoRuorobenzerte 84.0 67.0-�38 (SJ 9,7-DlchlnroethaR�d4 f0,7 70.Q-?30 011utlon Analysis date 1 time 1 03/21/2020 06:24 1 03I21l2D2U 06:24 1 03I21I2020 06:24 1 03I21i2020 06:24 1 031�1l�020 05:24 Q3/21/2020 OE'24 03/21/2020 06:24 03/�12020 06-24 TPH by TCEQ Meth� � ` - - - Result (dryj Quallfler 5DL (dryj UnadJ. MQL MQL jdry) bilution Analysis Anelyte mglkg mglkg mglkg mglkg dateltime TPH C6 - C12 U 18.fi 50.0 62.0 1 031241202018:58 �'PH C12 - C2B U 18.6 50.0 62.0 1 D31241202018:58 TPH C28 - C35 U t8,fi 50.0 62.0 1 D312M202018:58 TPH C6 - C35 U i8.6 50.0 62.0 1 03124120201$:58 (SJo-Ter�hertyf 89.9 70.0-f3Q 03/24/207078•58 _ �df � ;. . '� � .c r�w�o �. � Batch � rt�1447f . NG14475, J �IG1447r VG1447" NG1 A47;' MG1447fi NG1447$_ : Batch rrGi�8�1 �IIG]A�488Y' YG1448� .V��{$a� . ,,q` - I I, � Ss a Cn � � �GI 9 �� ACCOUNT; PROJECT: 5DG: OATFJTIME; PAGE; B-4A@6' Collected dateltime: �311812D 11:05 Result Analyte 90 Total Solids 65.5 SAMPLE RESULTS - 02 L1�oQe13 Oualifler Dilutlon Analysis � Batch date 1 time 1 03I2212020 03:01 ��, � (.,��.�� r ��, �r" � V ti,+ ±��"' R�suk (dryf �ualliler 5DL (dry) 41nadJ. MQL M4L {dry} Analyte mglkg mglkg mglkg mglkg Benzene U O.OdD46B 0.0010p OA0117 Taluene U 0.00146 4.00§OD 0,00585 Ethylbenzene U 0.04�fi20 0.00250 D.D0�93 Total Xylenas U 0.00559 0.00650 0.00751 Metk�yl tert-buiyl ether LI 0.000�45 0.00100 0.00117 (SJ Toluene-d8 908 i5.0-?31 (5J 4 BromoRuorotrenzene 8.1.4 67.0-138 (SJ 9,1-Aichlaroethnn�d4 Pp2 70.�-t30 TPy i ..-ta N rth d 1}C Result (dry) Quallfler SDL (dryJ UnadJ. Mfll MQL {dryj Analyte mg/icg mglkg m�lkg mglkg • TPH C6 - C92 U 17.6 54_0 58.5 TPH G1i - C28 ll 17.6 50.0 58.5 TPH C28 - C35 U 17.6 50.0 58.5 TPH Cfi - C35 U 17.6 5p.0 58.5 �5J o-1"erpheny! 90.5 70.0-f30 Dllution Analysis date ! time 1 031211�020 Ofi:44 i osizvzaza a�:�a 1 �3l211Z02Q Q6:44 1 0312112QZ0 06:44 1 03121I202Q 06:A4 03/2i/2020 06:94 03121/Z020 06:44 03/21/,20.Z0 06:44 piWUon Anelysis date I time 1 03I24l202019:12 1 03l24120Z019:12 1 03r241202019:12 9 0312412a2019:12 f}3/24/Zp2019: P2 � � Batch avu r. ._ JUG1447�32 WG1447832 WG1447832 WG1447832 WG1447832 WG1447832 WG1A47832 Batch WG�4ti WGZ441s$�� WG144888� W�1446883 WG1446�g? ACCOUNT: PROJECT: SDG: DATEITIM E: B-4ACa�9' SAMPLE RESULTS - 03 Collected daleltime: 03118I26 11:30 L1240813 � � c � S �]' '��' �1. �' 7 ^ - � � Resuft Qualifler €}ilution Analysfs Analyte % date 1 ume Total Solitls 90.4 1 03122I2p20 U3:01 Batch Resuk (dryj Quallfler SDL (dry} Unadj. MOL MQL jdryj Analyte mglkg mglkg mglkg mglisg 8enzene U O.DOD442 O.D010d O.OQ911 Toluene U O.D0138 O.Q0500 OA0553 Ethyl6enzene U O.D4D586 O.D0250 OA0277 Total Xylene5 ll D.D0529 0.00650 0.00719 Methyl tert-butyl ether U 0.000326 0.0010D O.OD111 (5J To�uene-d8 P12 7� p_};�� (SJ �-Bromn�luora6enzene 93.4 67.0-138 (5J $Z-Dlchloroethane-d4 R01 70.0-f30 IF'� � � �- � �iF �� ' �� ..� Dilutlon Malysis date l tlme 1 0312V2020 07:03 1 0312112Q20 07:03 t p3121L2020 07:U3 i U31211Z020 07:03 i 03121l2020 07:03 03/21/2020 07.•03 03/21f2Q20 07.�Q? 03/11/70,20 07.�03 Result(dryj Qualiffer SUL�dryj 13nadJ,MQL MQL{dryj �ilution Analysis � Analyte mglkg mglkg mglkg mglkg dateltlme TPHC6-C12 lJ 16.fi 50.� 55.3 7 031241202014:26 TPHC92-C28 U 16.6 50,0 55.3 1 03I24I202D19:2& TPHG28-G35 U 16,6 50.0 55.3 1 D31241X02019:26 FPH C6 - C35 U 16.6 50.0 55.3 1 D312 412 02 0 19:26 (SJ o-Terpheny! 89.1 70.0-130 03/24/202019:Z6 :. N� ,',7. AT � �!'_NID�. ,� ACCOUNT: PRtlJEC7: SDG; DATEITIME: Batch .,�w�; . J�i4476. NGt447F �N�saa�s� us�aa�� 'NG14A7F NG2A47C WG14478 ; Batch rv�144tsat . WGiA488C, 'NGi4488s- �NGi4488[: �1�t44�SE .- z � � S5 4 Cn � � _ 7�I � s � 5c , PAGE: � � � � �,� �U � �. � I�I �� u� � w a a Si i � r a a } � Q � � � [!? h J � � � Q' � � ," Zn � p .� U ' � � rl � � O N � 0 a � N O N w N °' � � � � � � a �o N � O � J 0 a � � I O � k�� k � � .y � � I � � C7 a � �' CQ � Cq O o � ae o ,O N N N � O DO � ua � b C] � �p � � m '�' m � Q � 0 a � � E n � d� fl �i i � I a C3 a � 0 a a O � N, p O 3e P O C-1 � 0 N � �o � M � w 1() y � � � N d H Cr1 � � G � a�o a n �, a P f0 C I(Yl 'Oi � � O 3@ � N N N m 0 O [V 0 � � a J � � � � c o a � � .� o' � � I �E in � ] � � a� m V � C� Q J � � � N Q.' V � O � , � OE � Q 0 ,jC O o N � N �� N � M O N u�'1 � �n � � � in (� � .� I J' H � a � � w a a Z � O Q �, ��7 vU I � ) � r'� �'Cl) �i1 l7 a d' Y 4 N � 11� [�D � � ti O O O O O p q q m rn o a o 0 0�^� � E d a o 0 o i. co ^ .a o cQ*� rn N � "� � O O O O p m p� CJ O O O o � � O O O O i7 {U m d m � N � � a x � f� m � � p � � � � � � � �i a O � N � � c o � � � m Q m. n m � �' � � � O � a N � � o � � � � � a� c� a' d� �i o m N Y�„ N A Y. � �� V' m 1° a.c ar o y', �. �. �. � � m u, � � x I � � � d' � IV N 1V N N I d � LmC1 � � � 4' � f� I+ .- l0 � o`� 4= .� 3 � � I � � � m � C'J c� J .� h7 [q N ..J � � � ry .-N- � w w ,; o 0 o a Q a a a d O � [D l77 N �3 [C I� a� � n� n r Li m a 0 ao co � tr rn co � � � � � � � �� Gl a d n� oa m� m � ae o�o �� cdo o�o � rn� I� f Q .N O � � � f.� Y N lU D� n N � OI �r-- � � Q f�7 m --i � O O� O C) O Q �a_-� O � � � a� �' irf �� o O r�•� o m �� E o 0 0 0 0 d � � � � U p � � a i `�'� +` -Y � '"'�" .�'�,- � ^ n � m p v� E o 0 0 0 0 P N � d i o � a c �a� I � � � f � o � rn �, a' � o N � � � � d O � � o � � ,� N � � � a � �-` n� c � *' °i v� o m ry � � N � j, � C � e�' . u � w�� 0 5, �� .�.� a m w� r- x � .� � d a n oo in a� w a de cn rn m c*� m � o �, a o � � � � LK � OO N � O N � .� d O N � � !t � Q � � £ � �D � u�'1 lQ0 � M ti! J ai o o Q�j o O O OO � ap o o^ � o o^ co A c 0 .� or r- P � � 1 � � �, O1 V1 T�y O O N 0. n7 �! -� Q YL 3Q r � O� Cn O � ` N o � � + O� s@ � � rn Q' � w� o � N . � « M � � N � �' m N��,��v �� E o 0 0 0 0 �^ m � O a-" � � N v� o� �� f� v � M � E f7 O O O O � y,. ' h � I � H O � m • N c ae Y � �� O O q O � O� Z a� z Z � a " o LO a a d Y �+�7 �1 �ff ll'] Ir'! O'Q 41 r .�- � .-N- M � v, E o� o 0 0 N Nv c o � �, O m '�' � � Q ,�, � � � 0 o � .o '�S � ° -c N N � � 5 � q J �c a�i "�' N vi p m� N fl .�.. C N ti. �} � � � � a � � � � � O � v Q m w g� y� � � a 0 (a ❑ � U � K a z 7 O U U a � � � 0 E � _� a�o -�� o � �� PAVING �EMOLITION QIJA� EhM1 NO. SPEG SECTION NO. �ESCRIPTION - h�INF B 00 00 00 9999.0000 CONSTRl1CTiDN 5URVEY 1 02A1 15 62A1.1300 REMOVE CONC CIIRB 8 2 0241 15 0241.1OQO REMOVE ASPiIALS PAVE 2A 02 41 13 0241.616q REMOVE CONC 51QEWF 2B 02 41 13 0241.0100 REMOVE CONC MEDlAP 3 34b130 3441.4108R�40VESIGNPANELA� 4 32 17 23 3217.43fl1 REMOVE 4" PVMT HIARKI 5 3217 23 3217.4307 REMOVE RAISEO MARKE 6 32 17 23 9999.OD00 REMOVE 1B" ODi PVM7 WASY�WAYER IMP�OVCM€NiS i 9 024114 3305.0107MANIiOLEA�JUSTME� 9A 33 11 10 3331.4115 S" SDR-2b PVC PIPE �4B �3 9.BBBI d��kHBL-EwI��NEit 9C 330517 33D5.0112CONCRETECOLLAR 3311 10.3331 12. � T 9E 32 Ol 17 3201.tl112 5` WIOE ASPHALT PVMI 9F 33 (3517 321(.Ol DI B" CONC CLIRB AN[] C 9G 321320 3213.040.16"CONCS@EWALK/P 9H 322913 3292.045EEOINC,,HYi7PoOMULCH �. .� n n n n n n n n n n n n n DRAINAGE QUANTITII 10 02 4[ 14 024I.4302 REhAOVE 3' GRATE INLI PAVING (�U� � r�a. sr�c s�enow �o. oescRr�no� 12 31 23 16 3123.0101 UPlCLASSIRE6 ECAVATION 13 3211 Z9 3211.Oa113 8" CRUSHEQ CaNCRETE F�EX Z3A 000000 9999.0004TRUCKAPRONPAVING 13C 3) 23 23 3123.0103 BORROW 4 ' 15 32 13 13 3213.01 U3 8" CONCREff PAV�MENT 16 32 16 13 3216.0161 6" CONC CURB ANd GllTfER 17 321320 3213.03625"CONCREfE51�EWALK 18 32 32 13 3232.0100 CONCREfE REfAINING WALL 1 SI�EWACK 19 32 16 13 9999.00D0 6" TYPE Il COIVC CURB AND GL 2l] 321313 9999.00OD12"x1T'CONCREfETRUCKAP 2l 32 16 13 r 9999.0000 3" M�UNTABI � CURB WrtH 18" 22 33 13 2a 3213.0503 BARRIER FRfE RAMP, TYPE M-2 23 32 13 2U 3213.6506 BARRIER FREE RAMP, TYPE P-1 24 32 13 20 3213.0510 BARRIER FREE RAMP, TYPE G3 25 32 13 20 3217.0001 4' SL6 PWMT MARKiNG HAS �W 26 32 13 ?A 3217.D002 4"SLD PVM7 MARKING HAS Y� 27 32 13 20 3217.0201 S" SLD PVMT MARKING HAS W 28 32 13 20 9999.0000 8' DOT PVMT MARKING HAS V 29 3213 20 9999.00�0 24' SLD PVMT MARKING HAE 1 30 32 13 20 9994.0000 LANE LEGENd ARRON! 31 32 13 20 9999.OWd LANE LEGEND �9L ARRDW 32 32 k3 2U 9999.ppp0 LANE LEGENp TRP ARROW 93 32 i3 20 9999.00002' DIAMETER �WJ CiRCiE 3A 321320 4999.0000 LANE LEGENd (W WORD YIEI 35 32 13 20 9999.0400 19" �OT PVMT MARKING HAE I C5,01 QUANiITY -1- - � � 6 EA 6 p0 LF 500 �5 EA 75 9 EA d 1.01 3 94 .�_ cs.oi 3 300 3- 3 3 IG9 170 15 9� Q 1 4 1 �.b.ai �itiz:oi %�z.oz UANTITY QUANTITY QiIANTiTY UNIT CALC TOTAL 2B7 CY 350 �F957 SY 4957 2400 SF 24QQ 7859 d41 1707 220 498 B 2 10 � 0 � 0 n SF 7859 SF 641 LF 1707 LF 22D LF 498 El�, 8 EA 2 EA 10 LF 249 LF 1836 LF 867 EA 11 lF 17� EA A EA 5 EA 1 EA 2 Eq 5 EA 4 A NO. PEC SEC710N Nd tiESCRIPiIbN QIIANiI UNIi CALC T�TAI 3 1 471. 1 T L O 10 �4A 30. 71 13 9999.0�00 M061LIZATION EA 1 9949.OW0 TEMPORARX 2" ASPHALT PVMT 7G 34 71 13 WRH 4" FLEx BASE INSTALLTl6N AND 1500 SY l50R REMOVAL /1 END OF SECTION � � R�VISIONS �ESCRIPTIOk �ATE AD�CN➢l1AI 1 07�22�; Ak�EMouM Z 07/26/� A6aEN0�M 3 D7/27/: ADQENOl1M 9 07%28/: F- U W � HAYOEN GON311L1AHT5. INC. � F-005C0 ��0�`��14 z ��. ; ,,... • �(r 1 O �`'f � *� U annM N. canss / W i�..........34g... ....4 fn 4 '�s � ��rSSrC� ��G� � F �� M � i �� l tl seae MaTon s�r, 5u� �ao J ontus, Tx�ssas PHONE 214.763.6100 � [ONSULT/�NTS, INC. FIRMREGlS7RAilONND.0oa4� A GEI Campany �rHAYOENCON5UL7ANT5.COM � CITY PROdECT 101591 HtASCQ NO.: 73K ¢ � CITY OF FQRT WORT`Fi, TBXAS � TRANSPORTATION AND PUBLTC WORKS � TRANSPORTATION PROGRAMMING � & CAPITAL PRQJECTS DIVISION Z Q NORMANDALE STREET AND � LA5 VEGA5 TRAIL � IMPROVEMENTS o Z O�E1tAI,L QiTANTITY SUMMItRY � - � DESICNE�: HCI SCALE: DATE. SHEE7 O dRAWN: HCI NT5 MAYl2U21 �;Q.�4 � r.iaFr.Krh� Hcr annErrnuM No. s CITY OF �'ORT WORTH TRANSPORTATION AND PUBL�C WORKS INTERSECTION IMPROVEMENTS AT NORMANDALE AND LAS VEGAS City Project No. 1U1591 Addendum No. 5 Issue Date: July 28, 2021 Bid Receipt Date: Jaly 29, 2021 This addendum forms part of the contract documents referenced above and modifes the original Contract Documents. Acknowledge receipt of this addendum by signing and attaching it to the Contract Documents {inside}. Note receipt of the Addendum in the Bid Proposal and on the outer ettvelope oi your bid. SPECIFICATIONS - 31 �3 �3 Borrow CONSTRUCTION PLANS - SHEET C0.04 — 5ee modified sheet. QUESTIONSI COMMENTS Recei�ed as of 712712021. Question/ Comment Answer The rema�e concrete pavement iterr� was replaced by an item for remove asphalt paving. Is removal of the concrete below the asphalt subsidiary to remo�al of the asphalt Yes, rer�o�al of concrete below the asphalt will be subsidiary 1 (item 2}? Will the pay item for unclassified excavation be used far payrnent far the flex base Yes, the bid item rnrill cover the flex base excavation 2 excavation? INTERSECTIDAf iMPRDVEMENTS AT NORMANQAL� AND LAS VEGAS SHEET 10F 2 3 � I don't understand the response to question 5 (Addendum 2). Per your resp�nse Item 13A includes integral color concrete in-place, which eliminates the need for an applied calar pravided ay item �b, Please clarify You added an item for unclassified excavation, but if there is more fill needed than excavation spoils pro�ide, there is no way to pay for the additional fill. Piease add a bid item for borraw material Bid Item 13A co�ers the pa�ement only Snot the appli�d color). Bit item 55 co�ers the cost of the calor only, not the pa�ement. Added a bid item for borrow within this Addendum � � � � c ' a �, t �-i t J ` •- �" � ��` -- INTERSECTIO�V fMPRUVEtiA�N�S A� NORMANDALE AND LAS VEGA5 SHEET 2 OF 2 312323-1 BORROW Pa$e ] of 5 ra SECTIQN 3123 23 B ORRO�lV 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Seetior� Tncludes: 0 7 S 1. Furnish, place and compact Borrow r�aaiezial far gra.ding. B. Deviations from thzs City of Fort Worih Standaxd Specificaiion 1. None. � 9 C. Related Specification �eciions include,. but are not necessarzJ.y limited to: 10 1. Dzvisian 0-- Bidding Requirements, Contract Far�s and Conditions of the Cantract 11 2. Dz`vision 1-- G-eneral Requirements 12 3. Section 31 24 04 — Embankrnents 13 1.2 PR.ICE AND PAYMENT PROCEDTJRES 14 IS 16 17 18 19 20 zz 22 23 24 25 26 27 28 29 30 31 32 33 34 35 3b 3'7 38 39 40 41 A. M�asure�nent and Payment I.. Borrrow by Plan Qnantity a. Measuranaent � I) Measurement for this Item shall be by the cubic yaizd �iz� its final posiiian usz7ng the average end area methad. Limits of nneaswrement are shown on tlae Drawings. 2) When measured bythe cubic yard in its final. position, this is a plans quantity rneasurement Item. The quantity to be paid is the q�zantity shown in the proposal, u�less modified by� Article 11.Q4 ofthe General Conditions. Additiona� zxzeasu.raxx�ents ar calculations wi11 b� made if ac�justments of quantities are re.q�zired. b, �ay�ent 1} Tk�e work performed az�d materials fiu�aished iza accordataca with this Item azad measured as provided under "Measuremen�" will be paid for af the uni# przc� bid per cubic yard of "Borraw by Plan" �'or tl�e various borrow rr�aterials. No additional cornpensation will be al.lowed for rock or shrinkage/swell factors, as these are fhe Contractor's responsibility. c. Tl�.e pzice bid shall include: 1} Trarisporting or �auling material 2) Furnishing, placing, compactirig and finishing Borrow 3) Construction Water 4) Dust Control S) Clean-up 6) 1'raofRolling 7) Disposal of �xcess or �vas�e material S) Rewarking or zeplacenaent of undercut material 2. Borrow by �urveyed Quantzty a. Mea.�urement CITI' OF FORT WDRTH STANDARD CONSTRUCTION SP�CTk'ICATION DOCUMENx'S Revised January 28, 2013 I�formandale and Las 'Veg�s Intersection Tmprovement ProjectNo. 101S9i 312323-2 BORRpW Page 2 oF 5 1 2 3 4 5 6 7 8 9 14 il 12 13 l4 15 16 17 l8 19 zo 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 4p 41 42 43 [� � 1} Measurezzient for fhis Itenn shall be by the cubic yard in its final position calculated using tlie average end area or composite method. a) Tlae City will perform a reference survey once the Site has been cleared to obtain existing graund canditions. b) The City will perform a tinal posi-construction survey. c) The Contractor will be pazd for the cubic yardage of Borrow material calculated as the difFerence between t11e two su�•veys. d} Partial payments will be hased on estimated plan quantity measureinents calculated by the Er�gineer. Payment 1) The wnrk p�rformed and materials furnished in accordance with this Tte�n and measured as pro�idecE under "Measureraent" will be paid �or at the unit price bid per cublc yard af "Borrow by Survey" for: a) Various Borrocv maierials The price bid shall include: 1) Transporting or hauling material 2) Furnish.ing, placing, cozxzpacting and �`tnishing Borro�v 3) Construction Water 4) Clean-up 5) Dust Contra� 6) Proof Rolling 7) Dispasal of excess or vvaste material 8) Reworking or replacernent of undercut materrial 3. Borrow by Delivered Quantiiy a. Measurement 1) Measurement for this Item sha11 be by the cubic yard of Ioase Borrow rnaierial as delivered to the Site and recarded by truck ticket providec3 to the City. b. Payment I) The work performed and materials furnished in accordance with �l�is Item and measured as prn�ic{�d und�r "Measurea�ent" will be paid for at the unit price bid per cubic yard of "Borrow by Delzvery" delivez�ed to th� Sife and recorded by truck ticket far: a} Various Borrow rnaterials c. The price bid shall iuclude: 1) Transporting or hauling material 2) �'urnishing, plaeing, conrzpacting azad �nishing Sorrow 3) Cor�struction Water 4) Clean-up 5) Dust Cantrol 6} Proof Rolling 7) DisposaI of �xcess or waste material S) Reworking or replaeement of undercut material 44 L3 REFERENCES 45 A. Refere�ce Standards 46 1. Reference standards cited in this Specification refer to t11e current reference 47 standard published at the tinne of the latest revision date Lagged at the end of t1�is 48 Specification, unless a date is specificaIly cited, C1TY Oi FORT WORTH Normandale �td Las Vegas Intersection lmprovement S`Z`ANDARD CQNSTRUCTION SPECTFICATION PQCUIVIENTS ProjactTio. 101591 ReVised lanuary 28, 2013 312323-3 T30Rk0 W Page 3 of 5 ] 2 3 4 5 5 7 8 9 2. A�TM Sta�ida��ds a. ASTM D2487, Standard Practice for ClassiFication af Soils far Engineerin� Purpnses (Uni�ied Sail Classi�caiian System) b. ASTM D4318�10, �tandard Test Methods far Liquid Llmit, Plastic Li�nit, and Plasticity Index of Soils c. ASTM D6913, Standard Test Methods for Particle-Size Distribut�on (Gradafion) of SoiIs Using Sieve Analysis d. ASTM D698, �fandaz'd Test Methods far Laboratory Compaction Characteristics of Soil Using Standard Ef�ot-t (12,400 ft-Ibf/ft3} 1� 1.4 ADMINISTRATTVE REQiJD,ZEMENTS [NOT USED] 11 1.5 SUBNIITTALS 12 A. Submittals shaIl be in acco.rdance with Section Q1 3� 40. 13 14 15 B. All submittals shall be approved by the City prior to construction. C. Submit laboratory tests reparts �ar each soil borrow source usad to �LtppIy general boxro�w and seIect f"�Il tnaterials. 16 1,6 AC'I`ION SUBNIITTALSIINF�RMATIONAL �USNIITTALS 17 A. Shop Drawings 18 1, 5tockpiled Borxowinaterial 19 a. Pravide a description of fhe storage af the delivered Borrow material only ifthe 2� Contra.ct Documents do not allow storage of materials in the right-of way of the 21 easement. 22 1.� CLOS�OUT SUBNIITTALS ENOT USED] 23 1.8 MAIlVTENANCE MATERIAL SUEM1rTAL5 [NOT USED] 24 1.9 QUALITY AS5IJR.ANCE 25 A. Borrow material shall be tasted prior to delivery to the Sita. 26 1. Provide Proctor Test r�sults, Gradation and Atterberg Limits for Borraw material 27 from each saurce. 28 a. AlI testing listed above shall be per�'ormed in. terms of ASTM D598, ASTM 29 Db9I3 and ASTM D4318-1 b respectiveIy. 30 l..].0 DEL�RY, ST�RAGE, AND L-iANDLING 31 32 33 34 3S 36 37 3$ 39 40 A. Delivery l. Coordinate all deIiv'eries and haul-off. B. Storage 1. Within Existiing Rights-of-Way (ROW) a. Borrow materials inay be stored within existing ROW, easements or teinporary constrUction easements, unIess specificaIly disallowed in the Contract Documents. b. Do not block drainage ways, inlets or dri��ways. c. Provide erasion control zn accordance with 5ectian 3 I 25 QQ. d. Stare materials only in areas barricad�d as provided in the traffzc control pla�s. CITT' QP FORT 13�ORTH STAI+lpARb CDNSTRLiCTION SP�CIFICATION I�OCUIvI�NTs I2evised .Tannary 28, 2013 Nqrmandale and Las Vegas Intersection Imprnvement Froject No. 1�159I 312323-4 BdRROW Page 4 of 5 l 2 3 4 5 6 7 8 9 10 11 ]2 e. In non-paved areas,. do nat store material. on fhe :raot zone of any tr�es or in landscaped areas. 2. Designated Storage Areas a. If the Contract Documents do not allow the storage o�'Borraw rr�aterials within the ROW, easement or temparary coiZstruetion easement, then secure and maintain an adequate storage Iocatian. b. 1'rovide an afF'idavit that rights have been secured to store the maierials on private pz�opert�y. c. Provide erosi.on control in accordance with Seciioit 31 25 OD. d. Do no� bIock drainage ways. e. Only materials used for ]. wnrking day will be allowed to be starec� in the wo�•k zone. 13 i.11 FIELD C4NDITIONS [NOT II�ED] 1� 1.1� R'ARR�NTY [NQT USED] 15 PART 2 - PRODi7CTS 16 21 OWNER-TLTRNISHED [NOT USED] 17 2.2 PRODUCT TYPES AND MATERIALS 18 19 20 21 22 23 24 25 26 27 2.8 29 30 31 32 33 34 35 36 37 38 39 40 41 42 A. Borrow 1. Additional soil beneath pavernents, roadw�.ys, foundations and other slrLicture�s required ta aclaieve the eIevations shown on the Drawings. 2. Acceptable Fi1l Matarial a. In-situ or imported sails classified as CL, CH, SC or GC in accnrdance with ASTM D2487 b. Free fi•o�n deleterious znaterials, baulders over 6 inches in size and organics a Can be placed free from voids d. Must ha�e 20 percant passing the number 200 sieve 3. Blended Fill Materia] a. In-situ soils classified as SP, SM, GP ar GM in accordance vvitl7 AST'M D2487 b. BIend�d with in-situ or imported Acceptable Fill material to meet the requirements of an Acceptable Fill Material c. Free from deleterious rr�aterials, boulders over 6 znches in size and organics d. Must have 20 percent passing the number 200 sie�e 4. Select Fill a. CIassified as 5C or CL in accordance with ASTM D2487 b. Liquid Limit Iess than 35 c. Plasticity index betvveen S and 20 5. Cement Stabilized Sand (CSS) a. Sa�nd ar silty sand b. Free of clay or pIast�c naateria] c. Minimum of 4 percent cement content af Type UTI portlatad cearx�ent d. 100 to 150 psi cornpressive strength at 2 days in accordance with ASTM D1633, MethodA CITY OF F012T WORTH STANDARD CONSTRUCT[ON SPEC�ICATION DOCi11vIENTS Revisedlanuary 28, 2013 Normar�dale and Las Vegas LiCersectian Tmprouernai�t Project No. 1d15g1 �iz3z�-s BORROW Page 5 of 5 1 e. 200 Go 250 psi compressive streia�th at 23 da�s in accordance with ASTM 2 D1633, Metllad A 3 £ Mix in a stationary pug mill, wezgh-batah or continuous mixing plant 4 2.3 ASSEMBLY OR FABRICATTON TOLERANCES [NOT USED] 5 2.4 AGGESSORIES [1VOT USED] 6 �.5 SOURCE QUALITY C�NTROL [NOT IISED] 7 PART 3 � EXECUTION 8 3.1 INSTALLERS [NOT USED] 9 3.� EXA,MINATION [NOT USED] 10 3.3 PREPA.RAT�ON [NOT USED] 11 3.� �N�TALLATION 12 13 14 15 l6 17 1$ 19 Za 2� 22 23 24 A. All Borrow placement shall be performed iu accordance to Section 31 24 0�. 3.5 REPAIR [NOT LTSED] 3.6 RE�TNSTALLATION [NOT USED] 3.'� F7�LD QUALITY CONTROL A. Field quality control will be per%rmed in accorda.nce to Section 31 24 00, 3.8 �Y�TEM STARTiTP [NOT US�D� 3.9 AI)JUSTTNG [NOT USED] 3.1Q CLE�NING [NOT USED] 311 CLOSEOUT ACTNITIES [N�T LTSED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANC� [NOT USEll] 3.14 ATTACIIlV�NTS [NOT USED] END OF SECTION Revisia� Log DATE NAME SUMMARY �P CHANGE 12/2Q/2012 D, 7ohnson 1.2 - Measurament aiid Payment 5ectian modified; B[ue Text added for clarificafson 1/28113 D. 7ohnson 1.2 — Modified Bid Item names in payment section to differentiat� between Payment Methods on bid list. 2S CITY QF FOItT WORTH STANDARD COIVSTRUCTION SPECIFIGATION bpCUM�'rITS Revised Januarq 28, 2013 Norenandale and Las Vegas Intersection Improvement Projeot Na. 101591 _ 9� � � � �� m �aH �� s�4 ��S i $s � �Mn� �aw �a�LL EM IVO.I SPEC SECTI01+1 NO. --� - - -BB� 9� e o0 off aa i a2at is 2 ozai is 5 321723 S 321723 DEMQLIL[pN QUANTITI�S CS.Oi DESCRIPTI�N C�UANTIiY a241.10�� REMOVE ASPHALT PAVEMENT 5690 SY 569 62b1.�100 REMOVE CONC SIaEWALK 9Y82 SF 498 D2A1.0100 REMOVE CONC ME�EAi�! 473 SY 97: 3441.4108 REMOVE SIC�N PANEL ANP 6 EA 6 3217.43.01 REMOVE 4" pVM7 MAf�KIi3G 5W LF 54E 3217.A307 REMOVE RAISE� MARKER 75 EA 75 9999AOE70 REMOVE 18" D07 F'VMT 4 EA 4 MARKING WA5TEWAT�R 1MPRaVEM�NTS QUANTfTIES C4.0'I 9 02 41 14 3305:�107 MANHOL� ADJUS7ME�!'f, MAJO 3 FA 3 9A 3311 kQ 3331.41158"S�R-25PVCPIPE 300 LF 3d3 9C 33 05 17 33Q5.0112 CONCRETE C.OLLAFi 3 EP, 3 33 11 10, 33 31 12.. � q 7 3 � 9E 3201 17 3201.OT 125' W]flE ASPHALT PVfv1T REPAER, 169 LF 159 4F 33 05 17 3216.�i0] 6" CONC C11R8 ANp Gl1TfER 170 LF VO 9G 32 13 20 3213.0401 6" CONC SIDEWALK/�RIVEWAY 15 SY 15 9FE 3224 13 3292.045EEDING, HYDROMULCH 94 SY 94 Q DRAINAGE QllANTIiI@S CS.UZ 10 024114 0241.43p2RFJ5AQVE3'GRATEINI.ET 1 EA 1 ! 1 0241 14 0241.4001 REIvIOVE 70' CIJRB INLE7 4 EP, q 1 TA 33 25 00 3125.00Dl EROSION AND SE�IMENT CONT O 1 LS 1 PAVING QUANTITIES c6.o� cis.o� cis.oz ITEM NO. SPEC SECTION NO. D�SCRIPTION QUANTITY QUANiITY QUANTITY 12 31 23 16 3123.O1Df UNCLASSIFIE� ECAVATION 267 13 3211 29 3211.00113 8" CRLfSHED CDNCRETE FLEX BASE 4957 ]5 321313 3273.Oia30"GONCRETEPAVEMENT 4157 16 3216 13 3216.D1 �l 5" CONC CURB AN� GlJ17ER 1035 37 32133D 3213.03625"CONCRETESI�t�'ALK 7659 3232,O106 CONCRETE ftETAINING WALE WITM i$ 323213 641 SlDESNALK 19 3216 13 9999,00�0 6" TYPE II CONC CURB AND 6UTTFR 1707 20 3213 13 4999.OE1a0 12" x 17" CONCRETE iRUCK APRON C11R6 22q 7 21 32 16 13 9799,Op00 3" M6llNTABLE CURB WITH 1$" GUTTER 49$ 22 32 13 2i1 3213.05�3 BARR[ER FREE RAMP. TYPE M-2 8 23 321320 3213_0506 B.4kR[ER FREE RAMP, TYpEP-] 2 2R 32 13 20 3213.D510 BARRIER FREE RAMP, TYPE C-3 10 25 32 13 2� 3217.OQ01 4" SL� PVMT MARKING HAS �WJ 26 321320 3217.00024"SL�PVMTMARKINGHAS�YJ 27 321320 3217.0201 8" SLd PVMT MARKING HAS W 2B 321320 9999.D000 S" �OT PYMT fv1ARKING HAS ��NJ 29 32 13 2{7 9999.0000 24" SLD PVMT MARKING HAE WJ 30 32132(J 9999.0000 LANE l EGENQ ARROW _ 31 321320 9999.0000 LANE LEGEIJD DBLARROW 32 3213 20 9999.D000 LANE LEGEND TRP ARROW 33 321320 9999.D0062'�IAMEfER W CIRCLE 34 3Z 1320 9999.0000 LANE.LEC,ENQ �W] N10RQ YIEL� 35 3213.20 994A.00�018"D07PVMiMARKWGHAEIWI zzi 83! 613 a i�a 3 4 1 ; CALC TOTAI. 350 4957 SY 4157 LF 1035 SF 7859 SF 641 a• � � �m� �m� � �m� �� 0� ��■■� 76 TRAFFIC CONTROL QUANTIilES SECTION MO pESCRIPTlON QUANiIT UNlY CALC TC 3 1 71. O1 A NT L O 1D �3471 I3 9499.0000MOBILIZATION EA 1 9999.000� TEMPORARY 2" ASPNALT PVMT 34 71 [3 W1TH 4" F1 EX BASE INS7ALI.TIQN ANp 15W SY 1500 REMpVAL ��, REVISl�NS �ESQrIP710N At]OENQIlM I nooenouM x WtlENqUM ] ❑A7E U W � � a z O H U W � � W H Z ��/"Y �� 564$ MILTON STRF�T� SUftE 500 J f7ALiA5�-TX75206 � PH6NE 2i4.753.8500 CONSULiANTS. IIVC. FIRMREGISTRA710NN4.L0649 A GEI Company ��'Y°�°N�u�-rnurs.cnr� � CRY PftOJECT 1415.91 MA5C0 N(7.: 73K � a U CTI`Y OF F'DRT WORTH,. T�XAS � � TR.ANSPORTATIdN AND PTJgLIC WORKS Q �'RAN�PORTATION FROGRAMMING J & CAPITAL PRQJECTS DIVISION � Z Q NORMANDALE STR�ET AND � LAS VEGAS TRAiL � IMPROVEMENTS ❑ OVERALL QUANTITY Si.TMMARY � � �ESICNEO: HCI SCALE: OAF£: SHEET O oanwn: HCI nrrs n+i:�v�zaz� C0.0� Z cuccvm- urr DO 11 13 IN V]TAT[ON 'CO nII7BERS Page 1 of 2 SECTION OU 11 13 CNVITATION TO BIDDERS RECEIPT OF �IDS Sea�ed brds foi• the construction of S. Nor�nandale St. at Las Vegas Intersectian Project (CFW Proj. No. 101591) ("Project") w�11 be received by th� City of Fort Worth Pwrchasing Office until 1:30 P.M. CST, Thursday, July �9, 2021 as further c�escribed below: City of Fort Worth Purchasittg Di�ision 20fl Texas Street Fort Worth, Te�cas 76 ] 42 Bids will be accepted by: US Mail, Courier, FedEx ar hand delivery at the address above; Bids will be opened publicly and read aloud at 2:00 Ph�I CST in the City Counci� Chambers. GENERAL DESGRIPTIDN �F WORK The major work will coj�sist of the (a�proximate) following: - Co��crete Pa�ing Construction/ Rcconstruction (LESS THAN 15,Od4 square yards} - Water Distribution, Development, 8-inch diameter and smaller - Lii�er System for Sanitaiy Sewer Struct�ares (Warren} - Sanitary Sewer Construction, 32-iilclaes and smaller - Roadway aiid Pedestrian Lighting - Sewer Bypass Pumping, 18-inc�es aud smaller PREQUALIFICATION Certain �nprovements included in this project must be performed by a contractar or desigziaied subeaiitractor whQ is pre-quali�ed by th� City at the time of bid opening. The procedures for qualification and pre-qualification are outlined in the Section 3 af 00 2l 13 — INSTRUCTIONS TO BIDDBRS. DOCUMENT EXAIVIINATI�N AND PROC'.OREMENTS The Bidding aud Contract Docuinents rnay bs exam ined or obtained on-line by visiting the City oiFort Worth's Purahasing Division website at 1��: _� and clicking ai� tl�e Iink ta ti-�e advertiseci project fnlders an the Ciry's electronie docurnent management and collaboration system site. The Contract Daeuments may be downloaded, view�d, and printed by iuterasted contractors and/or suppliers. Copies of ih� Bidding and Contract Documents may be purchased from Hayden Co�isu.ltants Inc. whicl� is as follows: 5646 Milton St #500, Da11as, TX 752a6. The cost of Biddi�ig and Contract Dncuments is: Set of Bidding and Contract Documents vvith full size drawings: $40D Set of Bidding and Contrac� Documents with ha�f size (if available) drawings: $25Q CITY OP FORT WORTH Nonnandale and Las Vegas fntersection Lnprovements STANDARD CONSTRUCTION SPECIFECATION DOCll�ENT Prpject No: 101591 Revised 7119/202I 00 11 l3 1NVITATION TO a1D�CRS Page 2 vf 2 EXPRESSION �F INTERSEST To ensure potential bidders are kept up to date of any new information pertinent to tlais project, all interest�d parties are requested to e�naii �xpressions af Interest in this proeurement to the City Praject Manager and the Desig�� Engineer. The erriai] shauld include the company's naine, co»tact person aiid that i��dividuaf's email address and pl�one number. All Addei�da will be distributed directly to those who ha�e expressed an interest in the procurement and will also be posted in tlte City af Fort Worth's purchasing website ai I�t�p �Ur�wo��hte�a5.�;ov/UuE•chasin . PREBID CONFERENCE — In person A prebid confere��ce will be held as dis.cussed in Sectioi� 04 21 ] 3- INSTRUC'I'iQNS TQ BIDDERS at the fallowing date, and tiine: DATE: Tuesday, ]uly 6, 2a2i TIME: 9:00 AM If a prebid co��fere�ice is held, the presentatian and a�xy questions a��d answers provided at the prei�id conference will be issued as an Addendum #o the call for bids. If a prebid eonference is not bein.g held, prospective bidders can e-mail questions or comments in accordance witli Section 6 of the Instructions to Bidders referenced abave td tlie project manager(s) at th� e-mail addressee ]isted below. E�nailed questioiis will suffice as "questions in writing," If necessary, Addanda will be issued pursuant to the I�sstructioi�s to Bidders. CITY'S RIGHT TO ACCEPT OR REJECT SIDS City x'eserves the right to waive irregularities and to accept or reject any or all bids. AWARD City �vill award a contract to the Bidder presenting ti�e lawest price, quali�cations and compete�icies considered. FLTNDING Any contract awarded under this INVITATION TO BIDDERS is �xpected to be funded from z•evenues ge��erated fi•a�n bonds and reserved by tl�e City far the Project. INQUIRIES All inquiries re.lative to this proctu•ement should be addressed to tl�e following: Attn: Shweta Rao, City of Fort Wor�h Email: Shweta.rao@fortworthtexas.gav Phone: 8I7-392-8U22 AND/OR Attn; Adam Cross, GEl Consultants Inc. Email: across@g�iconsultants.com P11ane: 214-753-8148 ADVERTIS�MENT DATES S�ai�t Date: Thursday, July 1, 202I End Date; Thursday, du]y 29, 2�21 END OF SECTION G[TY pF FORT WqATH Norn�andale and Las Vegas [ntersection hnproveme��ts S7"AN[]ARD CON5'1'RUCI']ON SPEC[FICATION �OCUMENT Project No: ]01591 Rcvised 7/[9/2021 00 21 l3 INSTRUCT3�NS TO BIDDERS Page 1 of 10 SECTIDN OD 21 13 1NSTRUCTIONS TQ BIDDERS 1. Def ned Terms 1.1. Ca}�italized ierms ��sed in these INSTRUCTIONS TO BIDDERS are defned in Sectian QO 72 00 - GENERAi, CON�ITIQNS. l.2. Certain additional terms used in these INSTRUCTCONS TO BIDDERS have the meanings indicated below whieh ara applicable to both the singular anci plural thereof. 1.2.1. Bidder: Any person, firrn, partnership, cojnpany, association, or corporatinn actiiig directly through a duly authorized. representative, submitting a bid far perfor�ning the wark contem�lated under the Coxrtract Documents. 1.2.2. Nonresident Bidder: Any persan, fnn, partnership, eompany, association, or corporation acting directly throagh a duly authorized representat�ve, submitting a bid for perfarrnu�g the wark co��templated uncier tl��: Coa�traet Documents vvhose principal place of husiness is not in the State of Texas. 1.23. Suecessful Bid.der: The lowest responsible and responsive Bidder to whom City {on the hasis of City's e�aluation as heraina�ter provided) makes a�i award. �. Copies af Bidding Documen#s 2.l .Neither City nar Engineer shal] assume ai�y responsibility for errors ar misinterpretatians resulting from the Bidders usa of incomplete sets of Bidding Dacuments. �.2.City and E�gineer in making capies ofBiddi�ig Dacuinents availabie do so only for tlie purpose of obtaining Bids for the Wark and do not authorize or confer a license or grant for any other use. 3. Prequalification of Bidders (Prime Contractors and Subcoatractors) 3.1. BicEders or their designated subcontractars are required to be prequalified for the work types requiring prequali�cation as per SectiolYs UD 45 11 BIDDERS PREQUALIFICATIONS and 00 45 12 PREQUALIFICATION STATEMENT. Firms seeking pre-quali�cation, must submit tl�e docLimentation identified ii1 Section 00 45 1 I on Section OU 45 13 PREQUALIFICATION APPLICATION at least seven (� calendar days prior to Bid opening for review and, if qualified, acceptance. The subcontractors listed by a Bidder on 00 45 12 must be prequalified for the appropriate work types. Subcontractors inust follow the same timelines as Bidders for obtaining prequalification revievv. Bidders or Subeontractors who are not prequalified at tlie time bids are opened and re�iewed may cause the bid to be rejected. Prequalificatian requirement wark types aitd docurnentation are available by accessing a�l required fi�es �lraugh the City's website at: ��r[, .,. � �.., ,rf�,u . " .�� e`_'i �„ C1TY OP PORT WORTH Nonnaudale and Las Vegas Litersaction Impro�ements STANDARB CONSTRUCTION SPEClP[G:1T10N DOCUM�NT Project No: ]OIS9l RevisedlLlpdated November2, 2021 00 21 13 1NSTRUCTIONS TO BIDD�RS Page 2 of ] 0 3.1.1. Paving — Requirements daeument tocated at: ��tti�� ,apps.tOl�twQl�tlllBala. U�V/Pt`OJeCtR�SOUCCO�/KesOUCCC51'/02%ZU- %20Constructi��%20DocumentslContractor%20Prec�ual ificationlT'PW%20Pa�ing %20Contractor%?OPrec�uali tic�tian°/n2�ProgramlPREOUALIFICATION%20REQ UiREMF.NTS%20FOR%2QI'AVING%2000NTRACTORS. df 3.1.2. Roadway and Pedes�a•ian Lighting — Requireinents documeii# locaied at: Illi� �.a�3.i�it4v�iillCbnn�.guVIF'Iv�CCTR�auL1I'C:t�/RG��ur��P!Q2' ;��_ %20C.a��struction%20Dac�Ements/Contractor%20Prequali�catio�3/TPW°/n20Roadwa y°/a20attd%20Pedestrian%2QLighting°/n2QPreqltalification%20Pro�ram/STRCET% ?OI..IGHT"'.20PR�:QI.�AL°' �nR �nMr�Tc��1f 3. ].3. Water and Sanitary Sewer— Requirements docu.ment located at: 1��:.. � ;.," �tt. :::11}t:,�-= �-� ��IP� ,��4�Ke,.;urc� ,�rt�. xi�� r�u� ?u-. %20Coi1struction%20Dacume�ats/Contr�c.tor°1o20P�'equal iticationlWater°io20and%2 OSaE� itarv%20Sewe�•%20Contractor%20Prequal itication%20PrograEnlW SS%20�E_e �al°%20re�uirem�nts�dt� 3.2. Each Bidder, unless currentiy preqLial i�ed, rnust suE�init to City at least seven (i) calendar days prior to Sid opening, �he docu�r�entation identified in Section p0 45 1 l, BIDDERS PREQUAI,IFICATIONS. 3.2,a .Submissiofl of andlor questions related to prequalifica�ion should be addressed to the City co�itac.t as provided in Paragraph b.l . 33. The City reserves t��e rigE�t to require any pre-qualified coi�tr�actor who is t11e apparent law bidder for a project to submit such additional infortnation as the City, in its sole discretion may require, including but not [itnited to �nanpower a�d equiptne�lt records, inforinatio�ti abo��t key personn�] to be assigned to the project, aud constructio.n schedule to assist tlie City in e�aluating and assessijlg the ability of tl�e appa�•e�lt Iovd bidder to deliver a quality praduct and successfu.11y coinpleie projects for tlie amount bid witl�in the stipulated time franie. Based upon the City's assessment of the subrnitted infarmation, a recomme�idation regarding the award of a co�itract will be made to the City Council. Fail�re to submit tl�e additional ii�formation, if requested, may be graunds for rejactii�g tlie apparent low bidder as non-respansive. Affected contractars will be notified in writing af a recommendation to the City Council. 3.4.1n additioii ta pi•equalificatian, additional requirements �aj' qualiiication �r�ay be required within �arioEis sections of the Co�rtract Documents. GITY QF FORT WOf�'f1�i Norivanda4e a�id Las Vcgas lutersection [mprovecnents STANDARD CONSTRUCT[DN SPECiFTCATIQN DDCLIM�N'f Projecc No: 101591 RevisedlUpda#ed Na�ember 2, 2021 DO 21 13 II�STRUCT[ON5 TO BIDDERS Pa�e 3 of 10 4. �xamination of Bidding and Coatract Docaments, Other Related Data, and Site 4.1.Before sub�nitting a Bid, eac11 Bidder: 4.1. ]. Shall examine and carefully study the Cantract Documents aNxi otlier relateci data identified in the Bidding Documej�ts (includi�g "technical ciata" re%rred to in Paragraph 4.2. be[ow). No information given by City or a�iy representative ofthe City atl�ec tiian that co��taiilecE ixi tl�e Contract Documents a.nd off'icially promu�gated addenda tl�ereto, s1�a11 be binc�ing upo�� the City. 4. S.2. Sliould visit the site to become familiar with and satisfy Bidder as to the general, 3acal and site conditions that inay affect cost, progress, performance or fu.rnisl�ing of tl�e Work. 4.1.3. Shall consider federal, state and local Laws and Regulatio��s that may affect cost, progress, perfonnance or furnisl�ing of the Work. 4.1.4. OMITTED 4.1.5. S17a11 study all: (i) reports of exploratians and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions rela#ing to existing surface or subsurface structures at tlie Site {excapt Underground Facilities) that have been identi�ed in the Coutract Documents as containing reliahle "teehnical data" and {ii) reports and drawings Qf Hazardo�s E.nvironmenta� ConditiQns, if ai�y, at tS�e Site ti-►at have beef� identified in the Contract Documents as containing reliable "technical data." 4.1.6. Is advised that the Contract Docume�ifis on file wi�li tlie City shall eonstitute all of the information which the City will fur�isli. All �dditional information ai�d data wl�ich the City. will supply after promulgation ofthe formai Contract Documents sliall be issued in the form of written addenda a.nd sl�all become part of the Coiitract Docuinents just as though such addenda were actually vwritten ii�to the origiiial Contracfi Documents. No information given hy die City other than that contained in t11e Contract Documents and officially �romulgated addenda t��ereto, shall be binding upan the City. 4.1.7. Should perform independent cesearch, ii3vestigations, tests, borings, and such other nleans as may be necessary to gain a complet� knowledge of the coilditions which will be eneauntered d��ring the constructian of the project. For projects witl� restricted access, upon request, City may provide eacl� Bidder access to the site to conduct such exa�nia�atians, investigatians, expla�•ations, tests and studies as each Bidder deeins necessary for submission 4f a Bid. Bidder must fiil all holes and eiean up and resto.re the site to its fonn�r canditions upoi7 completion of sucl� explorations, investigations, tests and s#udies. C1TY O�' FORT WORTH �formendele and Las Vegas Intersection fmprovemenis STAhI�ARD CONSTRUCTION SPECIFICATIdN DOCUME%1T Project No: 101591 Revised/Updated No�eni6er 2, 2021 no z� �� INSTRUCTIONS T� a[DDERS Page 4 of 1 p 4.1.8. Shall determine the difficulties of the Work and all attending circumstances affecting t��e cost of doing the Waj•k, time reguired �'or its cornpletion, and obtaii� all informatian required to make a propasal. Bidders shall rely exclusively and solely upon tlieir own esti�nates, i�ivestigation, research, tests, explarations, and other da#a �vhich are necessa�y for ful] and complete information upon wllicli the propo.sal is to be based. It is undarstood that the subinission of a proposa] or bid is pr�ma-facie evidence that the Bidder l�as made the investigations, exaininations and tests herei�� requir�d. 4,19. Shall promgtly notify Cit� of aII caa�#7iets, errors, ambiguities or discrepancies in ar between the Contract Documents and such other related dacuinents. The Contractor shall not take ad�a�itage of any gross error or omission in tlie Contract Documents, at�d the City shall be permitted ta make such correctioiis or interpretations as may be deeined iiecessary for fulfillment Qf the inte�rt of the Contract Dacuments. 4.2. Reference is made to Section 00 73 00 — Suppleinentary Coi�d�tians for identiflcatiotl of: 4.2. ]. those reports of explorations and tests of subsurfaee coclditions at or contiguous to t11e site whicl� have been utilized by City in preparation of the Contract Docwnents. Tlie logs of Soil Borings, if any, on ti�e pla��s are for general information only. Neither the C.ity nor the Bngineer guarantee tliat the data shown is representati�e of conditioils wi�icl� actually exi5t. 4.2.2. thase dz•awings of pl�ysical coi�ditions iii or relating to existing surface a�id subsuriace structures (except Underg3�o�nd Facilities} wliich are at or contiguous �o the site that have been utilized by City itl prepa�•ation of the Contract Docutnents. 4.23. eopies af suci� reports and drauvings will be made available by City to any Biddet- an request. Those reports and drawings �nay not be part af the Cantract Docuil7e»ts, bu� tiae "tech��icai data" contai��ed tlierein upon whicly Bidder is entitled to rely as p�-ovided in Paragrapl� 4.02. af the General Canditions has bee� identified and established in Paragraph SC 4.02 ofthe Supplenientary Conditions. Bidder is responsible for any interpretation or conclusion drawn froin a��y "technical data" or any other data, interpretations, apitlio�is or information. 4.2.4.Stat�dard insurai�ce require�nei�ts, co�erages and limits. 4.3.TI�e submission of a Bid will constitute an inco�Strovertible representation by Bidder: (i} that Bidder has complied with every requireineut of this Paragraph 4, {ii) that without exception the Bid is premised upon parforming and furnishing the Work requi�•ed 6y t��e Contract Documents and applying the speci�c �neans, metlZods, techniqu�s, sequences or procedures of constructian (if any) that may be shown or indicated or expressly required by tl�e Ca��tract Documeirts, {iii) that Bidder has give�� City wri�ten notice of all conflicts, errors, ambiguities and discrepancies in the Cantract Docuinents and the written resolutio»s tl�ereaf by City are acceptahle to Bidder, and wl�en said conflicts, etc., ]�ave i�ot bee» resolved througl� the interpretatians by City as described in Paragraph 6., and (iv} �liat the Contract Documents are generally sufficie�lt ta i�idicate and convey understa.nding af a11 terms and eo»ditions for perFarming and furnishing tE�e W ork. C[TY OF FORT WORTH Normartdale atid Las 1r'egas [ntersection [mprovements STANDARi7 CONST[tUCTIQN SPEC[F[GATfON DpCUM6NT PrnjectNo: t01591 Revisad/Updated Navember 2, 202] ao �i i3 INSTRUCTiQNS TO BIDDERS Page 5 oF 10 4.4. Tl�e provisians of this Paragraph 4, inclusi�e, do not apply to Asbes�os, Polyehlorinated biphenyls (PCBs}, Pet�•o}eum, Hazardous Was#e or Radioactive Material co�ered by Paragrap�� 4.Ob. of tl�e General Co�iditians, unless specifically ide�3tified in the Contract Documenis. S. Availability of La�cis far Work, Etc. 5.1. The lands upon whicl� the Work is to be performed, rights-of-way and easernents for access thereto and other lands designateci for use by Gontractor in perfar�ning the Work are identi�ed in the Contrac� Documents. All additional lands a�td access tl�ereto required for temporary eonstruction facilities, construction equipment or stora�e of �naterials aaid equipment to be incarporated ui the Wark are ta be obtained and paid for by Contractor. Easements for per�nanent sir�actures or permanent changes in existing facilities are to be obtained and paid for by City unless ott�erwise proWided in ihe Contract Dacutnents. 5.2.Outstaaiding righi-of-way, eas�me�ats, andlor permits to be acquired by tlie City are Iisted in Paragraph SC �.O I of the Supplementaiy Canditions. In the event the necessary right� of way, easernents, and/or permits are not obtained, the City reserves the right ta eancel the award of coiltract at ar�y time before tl�e Bidder begins ai�y co�istruction work on the pro�ect. 5.3. TI�e Bidder shall be prepared to comnience canstruciion withaut all executed right-of- way, easements, and/or peruiits, anc� shall submit a schedule to the City of how construction will proceed in t�ze other areas of the project that do ��ot require p.ermits and/ar easements. G. Interpretatinns and Addenda 1. All questions about the ineariing nr intent of the Bidc�ing Documents are to be directed to City in writi��g on ar before 2 p.m., the Monday prior to the Bid opening. Questions received after this day may not be responded to. lnterpretations or clarificatinns considered necessary by City in respo�lse to sucl� questions will b� issued by Addenda dElivered to a�l parties recorded by City as having received the Biddiiig Documents. On1y questions answered by formal written Addenda will be binding. Qral and other interpretations or clarificatioiis wiIl be without legal effect. Address quastioi7s to: City of Fort Woi�ih 200 Texas Street Fort Wo.rth, TX 76102 Attn: Shweta Rao, Tra�zsportatian and Public Works Fax: 817-392-8092 Eniail: Shweta.raa�a fortworthtexas.gov Phone: S 17-392-8022 6.2. Addenda may also be issued to �nodify tl�e Bidding Documents as dee�ned advisable by City. Cl`CY OF FORT WORTH I�orma�id�le and Las Vegas Intersec#ion l�nprovements STANDARD CDI�ISiRUCTION SPGCI�ICA�'ION DOCUIV��NT Project No: IO1S91 RevisedlUpdated November 2, 202.i 00 2l 13 ]NSTRUCTIONS TO BIDD�RS Page 6 o.f ] 0 fi.3. Addenda or clarifieations may be posted via tlie City's aleetroiiic dacumea�t inat�agement ac�d collaboration syst�m at im� ..1c.-�.b3a�.Q�i..d=.�1 �-�� ;l �c� b:,.�' �d3d�rubn� i—N ti` fi— �fs:� ^"h�lf]{ I i�: I G.4. A prebid conference may be held at thE time a�id place indicated in the Advertiseme»t or 1NVITATION TO BTDDERS. Rep.rese��tati�es of City wi11 ba present ta discuss the Project. Bidders are encourag�d to attend and pa�-ticipate in the eonference. City will transmit to all prospective Bidc�ers of record such Adde��da as City considers ilecessaiy in response to questians arisiiig at the conference. Ora] statements may iiot be relied upon and will not be bitadi��g or legally effecti�e. '�. Bid Secnriiy 7.1, Eacl� Bid rnust be accompanied by a Bid Bond made payable to City in a�� amount of five (5) parcent of Bidder's maximum Bid price, on the form aitached or equivaletlt, issued by a surety rneeting tlie requireme�its nf Paragraph 5.01 o#'tlie General Conditio�is. 7.2. The Bid Ba��ds provided. by a Bidder will be retained until the conditions of fhe Notice af Award have been satisfied. lf the Successful Bidder fails to axecute a»d return the Contract Documents witEtiin l4 days after the Notice of Award conveying same, City may consider Bidder to be in default, rescind the Natic� af Award and act oi1 the Bid Bond. Such action shall be City's exclusive remedy in the event Bidder is dee�ned to have defaultec#. S. Contract Times � The �iutnber of days wi.thin which, or die dates by vvhEch, Milestones are to be achieved in accardance v�itls tlle General Requiremeiifis and tl�e Work is to ba coinpleted and ready iar Final Accepta.nce is set forth ni the Agreeinent pr incorporated therein by reference to the attached Bid Fonn. 9. Liguida�ed Damages Provisions for liquidated damages are set for�h in tl�e Agreeinent. 10. Substitute and "Or-�qual" Items The Cazatract, if awarded, will be on the bas.is of matarials and equipment described in the Bidding Dacuments without consideration of possible substitute or "or-equal" items. Whenever it is i»dicated or s�eci�ed in the Bidding Documents that a"substitute" or "or- equal" item of Enaterial or equip�nent may be furnished or used by Contractor if aceeptaEale to City, application for such acceptance wi11 nat be considered by City until after tl�e Effective Date of t�se Agreement. The prvicedure fo�• submission of any sucl� application by Gontractar and consideratian by C�ty is set for�ls in Paragraplis 6.O5A., 6.05B. and 6.OSC. of the General Conditions a��d is supplemented in Sectio�� 4] 25 40 ofthe Ganeral R�quirements. 11. �ubcontractors, Sup�Iiers and Others l 1.1. In accordance witf� the City's Busin�ss Equity Or-dinance No.25165-14-2021 tl�e City lias goals for the participation af minarity busiz�ess and/o�• wo�nen busi»ess enterprises u1 City contracts $l OQ,000 or greater. See Seetio» QO �5 40 for the M/WBE Project Goa[s and additional requirements. Failure to comply shall render the Bidder as non-responsive. C1T�' OF FORT WQRT[-I Norma�idnle and Las Vegas lntersection Impro�ements 3TAN�ARD CONS'CRUCT[ON SPEC[FICATION DDCUMENT Projeci No; ]41591 Revised/Updated No�ember 2, 202] OD 21 13 iNSTRUCTIONS TO B1DD�RS Page 7 of I O Susiness Equity Ordinance No.25165-iQ-2021, as a�nended (replacing Ordina»ce Na. 24534-11-2020), codified at: �.� ',� 1G 11 «� � ii ,�ai ,.. n u' � u 1- 1 j.2. No Contractor shall he requirad to employ any Subcontractor, Suppfier, other person or organization against wlio�n Cantractor or City ]1as reasanable objection. 12. �id Form 12.1. The Bid F�rm is included with the $idd�ng Documents; additiona3 capies may be obtained froin the City. I2.2. AlI blanks on the Bid Farm must be completed and the Bid Form signed in ink. Erasures or aIterations shall be initialed in ink by the person signing the Bid Form. A Bid price sl�all be indicated for each Bid item, alternative, and unit price item listed therein. In tl�e case af aptioaaa3 aIternatives, the �vords "No Bid," "Na Change," ar "Not Applicable" tnay be entered. Bidder shall state the prices for wllich the Bidder propt�ses to do the work conteinpIated or furniah materials required. All entries sliall be legible. 12.3. Bids by corporations s11a11 be executed in the carporate ��ame by the p.resident or a vice-president or other corporate officer accompanied by evidence of autharity ta sign. 'The corparate seal shall be affixed. Ti�e corparate address and state of incorp.oration s�all 6e shown below the signature. 12.4. Bids by partnerships shall be executed in tlre partnership name ai�d sigt�ed by a partner, whase titl� must appear under the signature accampaiYied by evidence of authority to sigu. The official address of the partnership shall be shown bE1ow the signahtr�. 12.5. Bids by litnited liability companies shall b.e executed in tlie name of the firm by a �nember and accompanied by evidence of authority to sign. The state of formation of the firm a3id the official address of the �rm shall be show�i. 12.G. 12.7. 12.8. 12.9. Bids by indi�iduals shall show the Bidder's name and affieial address. Bids by joint ventui•es shaii be executed by each jaiiit �entut-e in the maj�ner indicated on the Bid Form. The officia] address of the joint venture shall be shown. All na�nes shall be typed ar printed in ink below the si�nature. T1�e Bid slial3 eontain an ack�awledgemeilt of receipt of a11 Addenda, the numbers of which shal! be filled in on the Bid Farm. 12.10. Aostal and e-mail addresses and telephane numbec for cominunications regarding �lie Bid shall be shown. 12.11. Evideuce of authority to conduct business as a Nonresideirt Bidder in the state of Texas shall be provid�d it1 accordance with Section 00 43 37 — Vendor Compliance to �tate Law Non Resident Bidder. CITY OF FORT WORTH I�onna��dals and Las Vegas Intersectinn [mproveinents STAi�DARD CONSTRUCTIOI�I SPECIFICATION bOCU�v1Ei�T Project �Io: 10159i RevisedlU�dated Novem6er 2, 2021 ao2i i3 INSTRUC7'1QN5 TO 13IDD�RS PageSofl� 13. Submission of Bids Bids shall be submitted on the pi�scribed Bid Foj•m, provided with the Bidding Documents, at the time and place indicated in the Advertisement or INVITATION TO BIDIIERS, addressed to Parcliasing Manager of the City, and shall be enclosed in an opaque sealed envelope, marked witl� tl�e City ProjectNl�fnber, Project title, the name at�d address of Bidder, and accompanied by the Bid security and other required documents. If the Bid is sent tk�rough the mail or other delivery syste�n, the sealed envalope sha]] be enclosed in a separate envelope r�itli the notation "BID ENGLOSED" on the face of it. 14. Withdrawal of Bids 14.1. Bids addressed ko the Purchasing Manager and �led widl the Purchasing Office may be vsrithdrawn prior to the time set for bid opening. A request for vvithdrawal must be �nade in w�riting azld deli�ered to the Purchasing Offiee to receive a tiine stamp prior to tl�e ope�iing of Bids. A timefy witlidrawn 6id will be returned to the Bidder or, if the requast is witl�in one hour of bid opening, will not be read aloud ai�d wil] thereafter be returiied unopened. l 4.2. In the eveRit any Bid for �vhi.ch a withdrawal request has been timely filed has been i�zadvertently opened, said Bid and any recore{ thereof will subseqLiently he tnarked "Withdrawn" and will be given no further consideration for the award of contract. 1�. Opening of Sids Bids will be opened and read alaud publicly. An abstract ofthe atnounts of tl�e bas� Bids and major alternates (if atly} will he inade available to Sidders after tlie opening of Bids. i6, Bids to Remain Subject to Acce�tance All Bids wil] remain subj�ct to acceptance for a minimum of 90 days or the time period specified f�r Notice of Award and execut�oii and deli�ery of a complete Agreement by Successful Bidder. City �nay, at City's sole discretion, release any Bid and nulliiy the Sid security prior to tliat date. 1'�. Evaluateon of Bids and Award of Can#ract 17.1. City reserves the riglst to rejeet any or all Bids, including without li�nitation the rights ta reject any or all i�onconforming, nonresponsi�e, uz�balanced ox• conditional Bids and to reject tlze Bid of any Bidder if City believes that it would not be in the best interest af the Pc•oject to make a�� award to that Bidder. City reserves tlle right to waive info.r�nalities not i��volving pri�e, contract time or cha�iges in the Work and award a contract to such BiddeE•. Discrepa»cies between the muitiplicatian aFunits of Work and unit prices will be resolved in favor of the unit prices. Discrepancies between the indieated sum of any column of �gures and tl�e correct surn thereof w�ll be reso[ved in favor afthe correct suin, Discrepancies between words and figures will be resolved in fa�or of the words. CITY OF FORT WORTH I�iormandale and Las Vegas ]nterseoiion Imprnvements S1'ANDARD CONSTRUCTIDN SPECIFICATION DOC[JNi�Ni Prajact No: 101591 Revised/Updated Novembar 2, 2021 ooai i� INSTRUCTIdNS'i0 BIi]iJERS Page 9 of 10 1'1.1.1. Any or all bids wil� be rejected if City has reason to he�ieve tl�at coll.usion exis�s among t�ie Bidders, Bidder is an interested pariy to any litigation against City, City or Bidder may I�ave a cl.aim against the oth�r or be engaged in litigation, Bidder is in an-ears on any existi�ig cantract or has defaulted o�� a pre�ious contract, Bidder has performed a pcior contract in an unsatisfactory m�i�ner, ar Bidder has uncompleted wark which in the judganent afthe City will prevejit or hinder th� prompt eompletion of additional work if awarded. 17.2. Iu addition to Biddej-'s relevaut prequaliFcation reqwrements, City may consider ihe qualifications and experience of Subcontractors, Suppliers, and ofher persons and organizations proposed for those portious of tlie Work where the identity of such Subcontractors, Suppliers, and other perso�zs and organizatioi�s must be submitted as provided ii7 the Cantract Documents or upon the request of the City. City also may consider tlie operating costs, mainteflai7ce requirements, performance data and guarantees af major iterns of materials and equipment proposed for incarporation ii3 the Work wl�en such data is required tn be submitted prior to the Notice of Award. 17.3. City may conduct such investigations as City deems necessary to assist in �l�e evaluatioi� of any Bid and to establisl� tl�e responsibility, qualifications, aiid financial abiIity of Bidders, praposed Subcontractors, Suppliers and other perso��s aj�d organizations to perfonn and f�rnish the Work. in accardance with the Cantract Documents ta City's satisfaction within the prescribed time. 17.4. Contractor shall perfartn with his own orga��izatian, work of a value not less tlian 35% of the value embraced on the Contract, �nless atiierwise approved �y the City. 17.5. If the Contract is to be awa�ded, �t will be awarde� to lov,rest r�esponsib�e and responsive Bidder whose evaluation t�y City indicates that the award will be in the be�t interests of tl�e City. 17.6. Pursuant to Texas Gavernment Cade Chapter 2252.001, the City will not award cotTtract to a Nonreside�rt Bidder unless the Nonr�sident Bidder's bid is lawer than the lowest bid submittEd by a responsible Texas Bidder 6y tlie same amount that a Texas resident bidder wou3d be rec�uired to underbid a Nonresident Bidder to obtain a comparable contract in the state i�z wl�ich the nonresident's pri�icipal place of business is lacated. 17.7. A contract is not awarded un#il formal City Cou�lciI awthorization. If the Contract is to be awarded, City will award t13e Contract within 90 days after the day of the Bid apening unless extended in writing. Na other act of City or others will constitute acceptance of a 8id. Upon the conh•act award, a Notice nf Award will b�e issued by �I�e City. 17.7, L. The contractvr is required to fill out and si�n the Certificate of Interested Parties Form 1�95 and the form nnust be su6mitted to the Project Manager befo�e the contract will be presented to the City Council. The forra can be obtained at hrt _ �., :, .�s-�.�rhics �tytr tx,u-ldarsifa�: n;: i25� a�'9�.pdf 17.8. Failure or refusal to eomply with the requirements may r�sult in rejectio� of Bid. C17'Y O� FORT WQRTH Normandale and Las Vegas Intersection ]mproveniej��s STAIVDAIZD CONS`I'C�UCTION SPECIFICAT[QN DOCU3vfENT Project No: 10] S91 Revised/Updated Navember 2, 2021 Oq21 13 INSTRUCTIONS TO n1I�bERS Page 10 of 10 18. Signing of Agreernent 18.1. VJlien City issues a Notice of Award to ti�e Successful Bidder, it will be accainpa�aie� by tlie required number of unsigned counter�arts of ti�e Project Manual. Withiii 14 days thereafter, Contractor sl�all sign and delive�- the �•equired number of counterparts of ti�e Project Manual to City with the required Bands, Certificates of Insura�ce, and all other required docume��tation. 1$.2. City shall thereaf'tar deliver one fully signed coui�terpart to Contractor. END OF SECTION CITY O� �pRT Wf}RTH Norma��dale and Las Veges Intersectiou ]mpravamei�ts STANDARD CON5Tl2UCTION SPECiFTC�1TEON DDCUMENT Projact No: ]O] 541 RevisedlUpdated Npvember2, 202i 003513-1 CONFLICT OF ]NTEREST AFFIDAVIT Page I of 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 i9 zo 21 22 23 24 2S 26 27 28 29 30 31 32 33 34 35 36 SECTION 00 35 13 CONFLICT OF INTE�tEST AFFIDAViT Each bidder, afferor, or respondent (hereinafter also referf�ed to as "you") to a Ci .ty Qf Fort Worth (also referred to as "City") procurement are required to complete Conflict of Interest Questiannaire (the attached C1Q Form) and Local Governrnent Officer Conflicts Disclosure Statement (the attached CIS Fortn) below pursuant to state law. This affidavit will certify that the Bidder has on file with the City Secretary the required doc�mentation and is eligible to bid on City Wark. The referenced forms may be downloaded from the websife links provided below. httta:llwww.ethics.state.tx. uslforms/CIQ_pdf htk�:l/wwrv.ethics.state.tx. us/Form s/C i �,.�df � C[Q Form is on fiie with City Secretary 0 0 CIQ Form is being provi�ied to the City Secretary CI5 Form is on File with City Secretary 0 CI5 Form is being provided to the City Secretary �IDDER: .� I LP_!X'1`��n . � d1G. BY: Companq lPlease Print) � � �t � � , �ic,�� Signature� � �� Address ' �G�.« A�S I� 11 / t J� oC� Title: `f l��p _ City/StatalZip (Please Print) 3� END OF SECTION CITY OT' FOR1' WORTH Normaudale and Las Vegas intersection Improvements STANDARD CONSTRUCTI03� SPEC1FjCATION 170CUNLENTS City Project No. 1O1S91 I�evised March 27, 2D l2 0o a� oa sio FORM Pege 1 of 3 TO: The Purchasing Manager clo: The Purchasing Di�ision 200 Texas Street City of Fort Worth, T�xas 76102 FOR; City Project No.: 101591 . UnitslSections: s�cr�v� oo �� o0 BIR FORM Normandale and Las Vegas lntersection Improvements Unit 1- Pavir�g and Drainage Improvements Unit 1a - Paving Impravements Unit 1 b- Signage snd Pavement Markings Unii 1c - Drainage lmpro�ements Unit 1d - Street Lighting Improvements Unit 1e - Landscape Impro�ements Unit 1f - Water Impro�ements Unit 1g - Sanitary 5ewer Impravements 1. Enter Inko Agreement The unclersigned Bidder proposes and agrees, if tfi�is Bid is accepied, to enter inta an Agreement with City in the form included in tf�e Bidding Documents to perForm a�d furnish all Work as specifiet� or indicated in the Contract Documents far the Bid Price and within the Contract 7ime 9ndicated in this Bid and in accordance with the other terms and condi#ions of the Contract Documents. 2. BIDDER Acknawledgements and Certification 2.1. In submikting this Bid, Bidder accepfs a[f af the terrrts and conditia�s of the INVlTATION TO BIDDERS and 1NSTRUCTIONS TD BIDD�RS, including wi#hout limitation those dealing with the cfisposition of Bid Bond. 2.2. Bidder is aware of all costs to pro�ide the requ.ired insurance, will da so pending contract award, and will prorride a valid insurance cer�ificate meeting all requirements within 14 days of notification of award. 2.3. Bic�der certifies that this Bid is genuine and noi made in the interest of or on behalf af any undisclosed individual or erttity and is not submiited in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has no# directly or indirectiy induced or solicited any other Bidder to submit a fa1s� or sham Bid. 2.5. 6idder has not solicit�d ar induced any individual or entity to refrain from bidding. 2.fi. Bidder has not engaged in corrupt, fraud�lent, collusive, or coercive practices in competing for the Cantract. For �he �a�rposes af this Paragraph: a. "corrupt praGtice" means the ofF�ring, gi�ing, recei�ing, or soliciting of any thing of value likeiy to influence khe action of a public ofFicial in the bidding process. b. "fraudulent practice" m�ans an intentional misreprese�tation of facts made {a) to influence the bidding pracess to the detrimenf of Ciiy {b) to establish Bid prices at artificial non-competitive levels, or (c) to depri�e City of the benefits of free and open competition. c. "collusive practice" means a scheme or arrangement bet�nreen two or more Bidders, with or without CITY OF FORT WORTH Normandale and Las Vegas [ntersection Improvements STANDAR� CONSTRUC710N SPECIFICATIdN DOCIiMENTS Farm Revised March 9, 202a Praject No: 101591 oa a� Qn eio FaR� Page 2 of 3 the knowledge of City, a pur�ose of which is to establish Bid prices at a�Eif[cial, nan-competiti�e leveis. cf. "coerci�e practice" means harming or threatening ta harm, directly or indirectly, persons or their property ta influence their participatian in the bidding process or affect the execution of the Contract. 3. Prequafi#ication The Bidder acknowledges that ihe following rraork types must be performed anly by prequalified contractors anci subcontractors; a. Concrete Paving Constructian/ Reconstruction (LESS THAN 15,000 square yards) b. Waterline Lowering, 12-inches and smaller c. Liner System for Sanitary 5ewer Structures {Warren) d. 5anitary Sewer Construetion, 12-inci�es and smaller e. Roadway and Pedestrian �ight9ng f. 5ewer Bypass Pumping, 18-inches and smaller 4. Time oi Completion 4.1. The Wark will be compiete for Final Acceptance within 300 days after the dat� when the the Co�tract Time commences to run as pro�ided in Paragraph Z.03 of the General ConditEons. 4.2. 8idder accepts the provisions af the Agreemenk as to liquidated damages in the e►+ent of failure tn complete the Work {andlor achievement of Milestones} within the times specified in the Agreement. 5. Attached to Ehis Bid The following documents are attach�d to and made a par� of ihis Bicf: a. T1�is Bid �orm, Section 00 41 00 b. Required Bid �ond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. c. Proposal Form, Section OQ 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e. MWB� Forrr�s (optional at time of bid) f. F'requalificatian Statement, Section OQ 45 12 g. Conflict of Interes# Statement, Section 00 35 13 *If necessary, CIQ or CIS forms are to be pro�ided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders CIN OF FQRT WORTM Normandale and Las Vegas Tntersection Improvements 57ANDARaCONSTRUCTION SPEC4FIGATION DOCUMENTS Form Revised Mafch 9, 2q2� Projcct No: 101591 UQ 41 OU BID FORM Page 1 of 1 6. Total Bic{ Amount 6.1. Bidder will compleYe the Wark in accordance with the Contract Documents for the following bid amount. In the space provided below, please enter th� total bid amount for this projeci. Only this figure will be read publicly by the City at tf�e bici opening. fi.2. It is understood and agreed by the 8idder in signing this praposal tha# the total bid amount entered below is subject ta verifie�tion andlor modification by rrrultiplying the unit bid prices for each pay item by the respecti�e esfimated quantities shown in this proposal and then totaling all of the extended amounts. 9 ��`+�a ,_� i1 � }'__ � ' � ' -- � 4 3 -� " i. Bid 5ub�reittal This Bid is submitted on July, 29th, 2021 Respectfully,�ubmitted, � ," . " 1 gy:�,7 " _ _ � .y- � D�ntay-I�riep � (Printed Name) by the entity namad below. Title: Vice-President Company: Rebcon, Inc. Carporate 5eal: Address: 1868 W. lVorthwest Hwy. Dallas, Texas 75220 Staie of Incorporation: Texas Emall: estirnatingcr,rebcon.com Phane: (972) 444 - 823D EIdD OF SECTION CITY OF FOR7 WQRTH Normandale and Las Vegas Intersection Improv�ments STfINOARD CONSTRUCTION 5PECIFICATION DOCl1MENTS Form Ftevlsed Merch 9, 2o2a Prvject No: 1Ql591 ata Fortn BID PRaPQSAL Page 5 aF 3 7rastzo2� ��aPos��.FOR� Projecl ltem Informafian lJNli P�iG� �I� �idder`s r4pplica�ion Eiade�'s Proposal $2,61U.D0 $7,236.00 i0,264.tl0 $G,750.00 $4,530.00 $8D0.00 1.110.00 10 0241.4302REMpVE3`GRATEINLET 02�4114 EA 1 $1,11Q.00 � $ . 11 0241.4001 RE1v10VE S.U' Ci3RB INLE'i 6241 14 EA 4 �1,6�O.Q0 $ ]]A 3125.00OIEROSIONAN[]5�I3IMEhiTCDNTROL 31250Q LS 1 $15,0OO.OD $1 TJN!"[' 1B 1'AViTfG Q[IANTITIEB 6 9999.U000 REMOVE 18" DOT PVlVf{' MA1tKING 32 17 23 EA 4 $193.00 UN1T LR WATER DEMQLITlON/ADlCTS"Ilv�'hi"I' QCIAT1T11'IE3 7' 3305.Q1 ] 1 AD7UST &" '�NATER VAI.VE BOX 33 OS 14 EA 5 $522.00 8 3305.n014 ADJUST 2" WATER MET'ER ' 33 OS 14 EA 5 $1,446.00 SA 3305,00.03 8" WATER[,INELQWERING 330512 EA l $1D,2fi4.00 $B 3312.2D03 RELDCATE 1" PRNATE WA7"ER 5E12VICE 33 12 1D EA 5 $1,350:OD 8C 3312.2003 CONCRETS IViE'T'ERBdX 33 �2 10 �A S $966.OQ . UN{"1' lG WASTEWATEIi DEMOLITIONlADJUS'C3v�N'C Qi3f1NT[TI�S 9 3305.0107 MANHOLE AD7USTMENT, MA.TQR 02 41 l4 EA 3 $2,442.00 9A 3331.4i IS S" SDR-26 PVC PiPE 33 11 Ifl I.F 300 $141.Q0 9B 3339.0001 4' MANIipLE WlLINER 33 39 ]0 EA 3 $i0,765.0U 9C 33US.0112 CONGRETE CDLLAR 33 a5 17 EA 3 $893.Op 9TJ 333L,4117T12ENCH,�BMBE�,BACKFIL.L 331110 LE 300 $i35.OD 9� 320i.0112 5' WIDE ASPHALT PVTv]"1' YtEPAIR, A�SIT]E1�TIAL 32 01 17 LF 170 $B0.00 9F 3216.0101 6° CONC C[IRB A�*ID GU"i"i"ER 33 05 17 LF k90 $55.OD 9G . 3213.04Q l b" CONCRETE SIDEVJAT.K/ DI2TVEWtiY 32 13 20 SY 26 $150.00 9H • 3292.04 SEEdING, HYDROMULCH 32 2913 SY ] 00 $8.00 UN1T 1 C DRAINACrE DEMOLITPON QUANT[T`I�.3 Ilis[ 3tem I Specificatian Uni[ o£ ` Bid '. I � Nn. �escriptivn i Seclson No. Measure I Quantity i Unit 1'rice Bed Value � � ! LfNIT lA PAVINIG DEIv10LTTION QUAiVTTTIES A 4999.0040 CON5TRUCTION STAKTNG UO 00 4p LS 1 $10,UD0.00 $1D,ODOAO B 9999:4U00 COiQSTRUCTIOM SiJRVEY a0 0400 LS 1 $10,OOfl.DO $10,000.00 S 0241.1300 REMOVE CONC CURB & GiIT"CER 02 41 f 5 LF 3140 $4.00 $12,4DU.00 2 024I,1000RF.MOVEASPHALTPAVEIV�NT 024115 SY 5800 $20.00 $116,000.00 2A p2Gl,OlOD.KEMDVE CONC SIDEWALK D2 41 13 SF 5000 $1.50 $7,50D.00 2B 0241.a100 REMOVE CONC MEDTAN D2 4i 13 SY 1.000 $'15.�0 $15,DOD.00 3 3q41,41Q$RENfQVESIGNPANELPIVDPOST 344130 EA 6 $250.U� . $1,SOO.OD A 3217.4301 REMOVE 4" PVM1' MARKING 32 i7 23 LF S00 $1.00 $500.40 S 3217.4307 REMOVE RAISED MAI2_KER 32 17 23 HA 75 $2.60 $150:00 f2 3123.D101 IJNC!„4SSIFIEDECAVATIOI+I 312316 CY 35.0 $60.00 ' $21,000.00 13 32ll.00113 8" CRUS� CdNCRETE F1,E� BAS& 32 ] 1 29 SY 5444 $15.00 $75,OD0.00 13A 9994.U000 TRUCR AFRQN PAVING 00 aa flfl SF 25p0 $17.D0 $42,5D0.00 i3H 9944.UOOO IvIONOLiTHiC N[EIJIAN ld0$E 00 a0 00 EA l3 $1,500.D0 $19,500.00 13C 3123.U103 BORRQW 31 23 23 C'Y 15D $7a.00 $10,500.Otl 14 3211.0101 q" GONCRETEPAVED/fENT 32 l3 13 SY 450 $95.00 $42,750.00 15 3213.0103 8" CONCftETEPAVEMEI�IT 32 L3 13 SY 425� $112.00 $476,UOO.DU 15 3216A10] 6" C01dC CURB AND GUTTER 32 16 13 LF ] 100 $2.04 l7 3213.0302 S" COI+TCRETE SIDEWALK 32 13 2D SF SODD $1D.OU IS 3232.014D CONCRETE RETA1NlNG WALL WPCII SIDEWALK 32 32 13 SF 654 $31.flD 19 995.9.0000 6" T'YPE IC CONC C[JRB AND GUTTER 32 16 13 LF 186D $54.OD 20 9994.0000 12" x l7" CONCRETE TRUCK AFRON CURS 32 13 13 LF 230 $65.00 21 9999.00Oq 3" TNDLTNT.ABLE CLI]iH WITH 38" GUTTER 32 16 I3 LF' S20 $55.00 22 3213.OSU3 BARRIER FREE RAMP, TYI'E M-2 32 13 20 EA 8 $2,500.D0 23 3213,OSa6 BARRIER FREE RALvIP, TYFE P-1 32 13 20 EA 2 $1,500.00 29 3213.0510 6ARRIER F1tEE RAtv�P, TYPE C-3 32 13 2D EA 10 $2,55D.00 25 3217.00�1 4" 8LD PVM`i' MARKING I3A5 {W) 32 l3 20 LF 275 $2.40 25 32 �7.0002 4" SL� PVM'i' h�fATt1CINCY FIAS {Y) 32 13 2Q LP 2Q00 $2.10 27 3217.4207 8" ST.D PVZv1T MA!2KING HAS (W) 32 13 2D LF 850 $3.Q0 28 9999.6066 8" �DT PVM7" MARKR+�G HAS (V� 32 13 20 EA l2 $450.U0 G1TY OF FORi WORTH � STAN�ARD CONS7RUCTlON SP�CiFICATION �OCUMENTS F'qm+Revised20120720, , r 0 Op 00 04 iJormandale and LasVegas InterseGion tmprovements ProJect No:1QSs97 � � 7l2612029 PROP05ALFQRM Bid Form BI� PROp0.5AL Paga 2 af 3 �IIN1i P�I�� I� Bidder'� Applic�fiion Rrnjcct Item Infvrmation Bidder's Praposal BidGst ltem Uescriprion Spec�cafion Unit of ��d �nit Price Bzd Vslua N0. SectiDn �'o. Measure Quantity 29 9999.U000 24" SLD pVMT MARKING HAE (W 32 13 20 LF 180 $26.OD $4,68Q.D0 30 9999.0000 LANE LEGEND 1�RROW 32 13 20 E.A 4 $330A0 $1,320.00 31 9999.0000 LANE LEGEND DSL ARROW 32 13 20 EP. 5 $523.OD $2,615.40 32 9999.40001.ANE LSCrEND Tf2P ATZ[iOW 32 13 20 EA I $660.00 $660.U0 33 9999.60602'D1AN�TER {Vi� CIRCLE 3213 2Q EA 2 $99.00 $198.00 34 9999.d400 LANE LEGEND (W WORD (Y�'I.D} 32 13 20 EA 3 $523.00 $2,895.00 35 9399.00pU 18" DOT PVMT' MA12Ki3�TG I3.4E (W) 32 13 20 6A 4 $341.00 $1,364.00 36 9999.0000 AI.iTMIN1lJM SIGN (TYI'�. A} T3�OT EA 45 $844.OD $28,980.00 IJNIT 1C 1�RAINAGE QUANTITIE5 37 024�.46U1 REMOVE ]0' CUL� INLET 42 4] 14 EA G $9,817.00 $5,702.OD 38 0241:3014 REMdVE 21" STORM LINE 02 41 14 LF 253 $A3.OQ $10,879.00 39 0241301 S REMQVE 2a" STOI�M LINE 02 41 t4 i.F 50 $44.00 $2, 200.D0 40 3349.5001 ]0' CLTIZB IDSLET 33 4920 EA Cs $5,430.06 $5U,580.00 �kl 3349.fiD02 15' RECESSEQ INLST 33 49 20 EA 1 $1 �,296.00 $9 U,296.OU 41A 3349.5002 15' CtTI2II INl,ET 33 49 20 EA 2 $15,246.00 $30,492.QD ' 42 3349.5663 20' CiIR81NLET 3349 20 EA 5 $14,935.80 $74,679.00 43 3341 A2U5 24" RCP, CLASS �!I 33 41 l4 LF 315 $274.00 $86, 310.00 44 3341,04U2 30" RCP, CLA5511I 34 41 10 LF 79 $303.06 $23,937.00 45 9999.00p0 6Q" RCP, CLA551II 39 41 ]0 LF 25 $635.00 $37,375.00 UNIT 1D II.L[IMINATIOM QLIAN"PITIES 46 2605.3414 2" CONI�T RM iser) 26 OS 33 T.F 55 $4a.00 $2,200.00 47 2605.3015 2" CO�TDT PVC SCH $U T 26 0.5 33 LF 680 $21.Dfl $14,2$D.00 47A 9999.0�00 REtvfOVE LIGHT P�LE, AiiM, EI3XT[JRF, AND OVER�TEAI� CIRCUIT 34 41 20 EA 3 $1,020.OD $3,06D.00 A8 2SU5.3�15 2° COl*IQT PVC SCH 8� (B) 26 OS 33 LF 10U5 $27,00 $27,135.00 A9 3441.1445 NO 2lnsulated Efec Condr 34 4! 10 LI' 6640 $5.Q0 $33,ODO.UO 50 3441.1502 Grou�d Box Ty e B w7 A ron 34 41 10 EA 9 $1,UD0.041 $9,OQU.00 Sl 3441.i645 Furnishlfnsta{l Type 33A Arm 34 412a EA 4 $50D.OD $4,500.00 �� 3441.1772 Furnist�linstall 240-480 Volt Single Phase Transockef Metered Pedestal 39 4l 20 EA 1 $7,700.OD $7,70p.00 53 34413U51 Fumish/[nstall I.ED Li htin Fixlure (I33 watt ATB2 Cabra Head) 3h 4i ZO �A 11 $630.00 $6,930,0� SA 3441.3342 Rd lllum Foundatian TY 3,S,b, and S 3h 47 20 EA 9 $1,BOU:00 $16,2D0.00 55 34413352 FumisHllnstall Rdway Itlum TY 18 Pole 3A 91 20 L�A 4 $2,500.00 $22,5p0.00 UN1T IELANDSCAPE7HARDSCAPHQLTAN7IT�S 56 9999A000 Truck apron {cost pf applied co�or un pavin ant ) �0 00 00 SF 2500 $5.00 $ 72,500.�0 57 9999.0000 Dacoratiye Paving {colnred-56amped concrete) aa o0 00 5F 5500 $6.40 $33,000,00 S.8 9999.0000 Limesitane bloeks [168 lf 7� 2'h X1.Sw) x 15012(300 00 00 64 TTI 39 $5,050.00 $40,950.00: 59 9999.OQ00 4-Limestone vertioals af intersections {3' x 3' x 6') x 15Q 1200.0 00 00 40 TN 17 $7,350.�0 $22,950.00 60 9999.0000 Structural foemdation for Limestone verticals (4) 00 00 00 EA 4 $2,500.00 $10,ODO.OD 61 9999.OU00 Concrete Edger-Colored (L260 ff 3C 4"d X 6"w) 00 04 0� LC i300 $1 B.OU $23,400.00 52 9999:0000 Crushed Granite (4" depth on iflter £ahric 00 04 00 SF 6DQ0 $2.Ob $12,000.00 63 9999,0000 C�ushed Limestone (5" de th) with filter fabric Qa 00 00 SF 3�i0Q $2.OU •$�,a00.00 54 9499.0000 Arizona Cobble (S" de th) with filter fabric 00 00 QO S� S00 $10.fl0 $S,ODO.Oa 65 9999.D600 Omamental trees 3" cal) UO QO 00 �A 10 $450.U0 $4,560.00 66 9999.0000 Omamental asses 1 native shru6s 00 06 00 EA 850 $31.D0 $9,350.00 67 9999.00U0 Turf in medians (solid sad) �.0 UO �0 SP 6f100 $1.OA $6,OOO.UO 68 9999.0000 Tn sail in turf areas 00 00 00 SF 6000 $1.00 $6,600.00 69 9999.OQOp Fianting mix in bed azeas 64 a0 0� SF 2200 $1.00 $2,20D.00 70 9999.0000 Tree mulch QO 00 Op SF L10 $1.U0 $ f 1 �.00 � 71 9999,0400 Landsca e Lighting ( 20 5aratoga LED lights)** 40 00 00 EA 20 $1,45U.00 $29,000.00 72 9999.0060 irri ation *** 00 00 00 EA 1 $16,600.00 $16,BOOAO 73 9999.�000 Landscape & Irrigattan mainianence budget (2 years) �0 6D 0� EA 1 $11,556.00 $11,5�0.00 GITY PF FPRT WORTH STIUlOAR� CANSTRLICTION SPECIFfCATIOIl00Cl1MENT5 Normandale and Las Vegas Intersecl#on Improvements Form Revised 2012a720 , ArajectNo: 107591 Bid Form BID PROPOSAL � � � ?age S of 3 712 612 0 2 1 PROPOSAL FQRN{ �11VIi P�10E �I� �idder'� �applicaiion Yro}ect 3tem Informafian Bidcler`s Proposal Bidlisl ltem Specifitation Unit of Bid Bescription Unit Price Bid Value No. Sacfionl+fo. Measure Quantity+ TRAFFIC CONTROL Ql7ANTIT�S 74 3471.0401 TRAFFICCQNTROL 3471 i3 Md l0 $5,50U.00 $55,000.00 74A 9999.Op00 MOBIC,iZAT10N 34 71 13 EA 1 $50,04D.00 $50,0OO.OU 75 3471.0002 PQRTABLE MESSAGE SIGN 34 7l 13 WK 8 $400.Od $3,20D.00 9999.0000 TEMPORAi�Y 9" ASPHALT P'VMT WiTH FLEX BASE IfVSTA11,T1�N 34 71 13 SY 1500 $55.00 $82,500.00 7b p,N[21tE,MOVAL gase Allernate Bid Total Alternate Bid Deduclive Altcrnata Bid Total Deductive Alteroate Bid Additive Alternate Bid Total Addilive Alternate Bid � � Total Bia $2,322,913.00 END OF SECTION CRY DF FC7RT WdRTH 57NVDAR� CONSTRUCTION SPEGFICATION pOCL1MENTS Form Ravised ?012A120 Notmendele and Las Vegas IrtteraectFoo Impmvemerts Projecl Nn: i01691 4p 43 13 8!� BOND Page 1 of 2 s��o�� on �� Blp BON� &t�U�lllf t�i.L �Y T�9�S� ��f�i�: That we, Rebcon, Inc. , known as "Bidder" h�rBfn a11C1 Colonial American Casual4yand Surefy Compa�y, Fidslityand Oeposit Company of Maryland � corporate surery duiy authorized fo do business in the State of Texas, Icnown as "Surely" herein, are held and firmly bound unio the City of Fart 1North, a muni�ipal corpnratian created pursuant to fhe laws ni Texas, known as "Ciiy" herein, in the penal sum of �ive Q��rc�nt (5°1e) off �id:c�eP's e�axienurrt �id price, in lav�ul maney of the United 5tates, Eo be paid in Fort VClorth, Tarrant County, Texas for the payment of which sum well and truly to be made, we �ind aurselves, vur heirs, executors, adminisirak�rs, successors and assigns, jointly and severally, firmly by 4hese presents. WHEI��4S, the f'rincipaf has submitfed a bid or praposal to perform Wor1c for the following projeet designa4ed as fVormandale and Las Vegas Interse�tion Improuemenis City Projeci iVo. 101591 �1A1�1, �'��REFORi�, the condifian of lhis nhligation is such that if the City shal! award the Contracf for the foregoing projecf to th� Principal, and the Principal shall satisfy all requirements and cnnditions required for the execution of tf�e Cantract and shail enter into the Contrac4 in writing with the City in accordance with ihe terms of such same, then th9s obligation shall be and be.come null ar�d �oid. If, hawever, fhe Principal fails to execute such Cvntract in accordance with the terms of same or fails to safisfy all requirements and conditions required far the execution af the Contract, Ehis band shaH b�come the property of the City, without recaurse of the Principal andlnr Surety, nat to exceed the penalty hereof, and sha11 ba used ta compensafe City for the difference between Principal's total bid amouni and fhe nexf sele�tecE bidder's tofal bid amount. PROVI��D FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, 7exas or the United States aistrici Court for the Northem �istrict of Texas, �ort Worth �ivision. I� 11lffITf�E55 WH�Fi�OF, the Principal and the Surety have SICN�D and S�ALED fhis instrument by duly authorized agents and officers nn this th.e asch day of �u�v , 2{��4. 2421. PRINGIPAL: Rebcon, Inc. AiTEST: a � Witness as #o Principal BY: - . �. — _ . Signature �ac m � � � &�� Name and Title CITY OF FORT WQRTH STANDARQ C6NSTRUCTION SPECEFICATION DOCUMENTS Form ReVlsed 24171109 Narmendale and Las Vegas IMersectfon Improvements ProJect No: 101591 OQ 93 13 91D 80ND Page 2 of 2 � Address: Rebcon, [nc. 1868 W. Narthwest Highway o�u�s, TX 7522U suR�Tv: Goloniaf American CasualEy and 5urety Company Fidelit aR neposlt CompanV of NtaNfand = � BY: ° _ _ _ ^ 5ignature � ` _ _ _ � _ _ . �. d4ntiv�a 1Rasa Eeaw�ffaed, 6444orn�y-i�,l�e4 Name and Title Address: 9299 �urich UVay, 5th Floor Schaumbur�, ]l 60136 WitnE�s as #0 4:.rety Telephone Number: 800-3s2-z15o AtEach Power of Attorney (Sureky} for Attorn�y-in-Fact *R4ote: lf signed F�y an officer of th� SureEy Corrtpany, there mu�t be an file a certified eXtract fram the by laws showing that this person has authority to sign such obligation. If 5urety's physical address is differenf from its maiEing address, both must be provided. The date af the bond shall noi be prior to the dafe the Contract is a+nrarded. � �HD 0� S�CTTC7N CITY OF FORT WQRTH STANpARQ CONSTRUCTION SPECIFiCATION DOCUMENTS Normendale end Las Vagas Interseetion ImpravemenEs Form Revised 20171149 Pro)ecl No: 101.591 ��Ji��1I.�1@�tl�lF�][��N A�fS1IIl2t11�1C� �ff�ll��'�� E�Y.�1�'][�B. f#i�iI1F.I�d4`r@�I �t�SYJt�7.'Y'l! �h1A� Si3fl8�'fl'Y( ��I�i[�t�1V�' &`I1ID�I,�'��' �10��D ��$Y�' ��MPt1I�IZ' ��' i+![1 t�](3'9'�..�1V�D �Q)�U�+&� �][� A'&'B'��21�(d;'�f T�NOW ALL �nEN BY TI-LES� PIt�SENTS: '1'hai tlie ZC1ItICH AMER1CAr€ TNSUItftNCl; COMPAI�Y, a corparation of tl�e S#ate af 1�lew York, 3�e CQLOTlIAI. P.R4�Ri�AN CASUAL'rY ANL� Si1RETY CQMPAN�'> A corporation nfthe �tate of Illinois, �nd the FIPELITY /13�Ill DI:P05TT COMPA�*TY OF MARYLAND a corporatio�7 of the State of Illuiais (herem collectively called the "Campanies"), by 1to�icr4 D. Il�ur�ay, iTice PrQsid�nt, in pursuance of autltarity granted Uy Arlicle V, Section 8, of tiie 13y-[.aws of said Companies, wliich are sei fortli on the reverse side liereofand are hereby certified to be in fiill force and eff"eat on the date hareo:f do hereby nominatc, constitute, and ;�pPnint Jdh� �'illiatm 1�'E�d37l, iroy Itussell ��Y, rlebrs I.ce M�OIV, Andrea ltose C�2�AV1'��it►), Sandra �e¢ ��I�I�Y, Y.enda IVliehelle 3'9'Ag,�E�d, �uoa�o►ee E�:lizabeth TII�ID�WI�D�, 5hcrie I1�ichelle �At��IiI�IJ��Y, Cheri %�ya�n IR�31! and Jas�ua 1D. 'g'�ti"Y""1', �Il of Addison, �exas, its true and lawfi�l agei�t a�id Attarney-in-Pact, to make, exec�te, seal and de]iver, i'or, and on its belialf as siuefy, and as its aet a�d deed: any and all bonds and i�ndertalcings, ancl tihe execution oFsuch bonds or undertalcings in pursuarEce nf tliese presents, shal] be as binriing upon said Caenpanies, as fully and amply, to all intents and purposes, es iFihey l�ad been duly executed and aeknowladged by tlie reg�larly elected officers of t[ie Z[JRICI-I AM�RICAN Tl�lSilRANC� CQMPANY at its off ce in New York, New York., t�ie regular[y elected ofl'icers of the Cb1.ONIAL AN[EI2ICAN CASC1ALi'Y A�1D �UR�TY CQMPANY at its office iit bwings Mills, Maryland, and tlie ragu(arly eleeted officers ofthe FID�LITY AND DEPOSIT COMPANI' OP MARYL�,ND at its pffee in Owings Mills, M�ryland, in their owu proper persvns, The said Vice �residenf does hereby eertify tk�at the exG•aet set forth on ihe reverse side heeeof is a true copy of Article V, Section 8, of ilte By-Laws oFsaid Companics �nd is now in force. IN WITIV��S 'WHCR�OP, fhe said Vice-Pr�sident has hereiu�to suUscrihed hislher names and aff'ixed the Corporate Seals of the said Z�1&tII�fI A�[dl�Ri�AI� ANSLJRf1NC� �:'�Ni�'A1VY, ��I.�N�A,L AiV��iCCAI`i �h391AL'�Y .�1�D �JYJItE'T� ��iV[PAI�'�', and FgiD�I,y'��' ,r#ND ]D�YOSI"I' �OMPt�N�I Q�T MA12'4'C�AI�TID, this 5tli day of M�rcli, A.D. 2020. r `�f,>7 5tJ8�4 . . - ,�+V ,._�....+�'9 a C[tQ . t q� ;��#.��nai�n3 Vyn'�.,,re� ��rtx s��.6 , � b y��P ��'.k�i.k�� 7�iEt9 f�L � Its3 + .r: �•.9� �........-y�tti�f m�. �� ""•n�,.�'�:�0.,�5 `�,,.'ki 7"�`�" i�Ai��isT: 7Ui2IC�I AM�IiICAN INSURANCI� CONfPANY COLONIAL AMFitICA� C`ASIIALTY ANlI 5i1RETY COMPA3V� P'IAELITY AIYU DEPD5IT COMPANY OF MAKYLANTD � �� .�'"� By.• Robert D, Ma�rray Yice Presiclent �� = jGfif.l1'iv.: (� C��'LD'�1i �' a $y: Dasvn E. &�own Secr•e�a� y 5tate af iVIaeyiand County ofBaltimorc �n this 5'�' day ofMarcla, A:D. 2a2D, beFore the subscriber, a Notary PuUlic of the 5tate of Maryland, duly cornmissioncd and quafified, RobertA. M�Erray, Vicc President and Dawn E. Broxvn, Secretary of the Campanies, to mc persoi�ally knowm to be the individuals and officers dcscribed in and wl�n executed tlie preceding instrumenY, �uid acknowledged the exccutinn ofsame, and �cing 6y �ne dtdy sworn, deposeth and saith, that helshe is the said officer oftite Company sforesaid, and that the seals affixed to fhe prcceding instrumeitt are tlie CarporaCe Seals of said Cotnpanies, aa�d that the said Corporate 3cals and the signaturc as such ofFicer were duly a�xed and subscribed to the s�id instnunent 6y the authority a�td direction of the said Corporations. IN TESTINiDNY WII�REOF, I liave herem�ta set my liand and affixed my OEficial 5eal theday and year firsE above writtcj�. ��\5lli3t!!1, � 1 �1 r .. � A) iY ,ti!..�.. �:fi� t3'r1y4'/+.�5�..!'�.5�.....� ^'� ;"��'„_�.��'._ ' ��...n,�,'1.Y-{�h'�� .1 1 1.1r' _ � `4 f �'+_ ' , �,;s;:. ;,:y; ,.: Constnnce A. Duim,NotaryPublic •:�;�",� MyCominission�x�ireS:July9,2023 '''�,+�, �� r'` �5�'i�A�'� ta��d �1��#�AlP�f� �6� 18�� f4��A�1�� "Article V, 5ection $, Attoa�nevs-iu-�'act. Tlie ChieFExecutive Officer, tlie 1'resident, or any �xecutive Viee PresidenE or Vice PresidenY inay, by writ#en instrument under the attesred carpo.rate seai, appoint attor�eys-in-fact with �uthority to execute boi}ds, pqlicies, recognizanoes, stipulations, u��dertaEcings, pr otlie3� lilce i��stru�nents on hehalf o� Yhe Gompany, and may autliorize any affcer or any such attorney-in-fact tn affix the corparate seal thereto; and may with ox without cause modiiy of revolce �tny suCl� appointrnent or attthority �t sny lime." C�e�i$�'IGAl'� I, the undersigneci, Vice President Qf Uie ZURTCI-T AMERICAN TN5ClTtANC� CnMFANY, tl�e COLOI�i1AL AME1tTCAN CASUALT'Y ANI] SUIt�TY COMPANX, and the ril�ELiTY AND DEPOSIT COIv�PANY O�' MARYLAND, clo hereby certify tliat the foregoi�ig Power of Attor�iey is still in fiilf force and ei'fect au khe date of this certificate; and i do fi�r[licr certiFy that Artiele V, Section 8, of the By- Laws of the Cninpanies is still ia fnrce. This Powcr of Attorney and Certifcate may be signed by facsiinile un�er and 6y authority of the following resolution of the Board of Directors of the ZiJRICFi AMERICA�T TN5i312ANC� COMPANY at a meeti�tg duly cal lecl nnd held on the 15th day of 37ecember 1998. RE50LVED: "That iiie signature oftl�e President or a Vice President and the attesting signaiure of a Secretary or an Assistant Secretary and the Seal of the Company m$y 6e a(iixed by facsimile an any Powar of Atta3•�iey...Any s��ch 1'ower ot eny certificate fhereof bearing such fncsiinile signature and seal sl�all be valid and hinding pn eheCompany." This Power of Attorney aild Certificate may 6e signed vy facsimile under and by atrtliority of the fnllowing resolution of tE�e Qoard of Direntors of tl�e CDLQI�IAL A3vIEI2ICAN CASUAi�TY AND SURFTY COMPANY ak a meeting duly called and held on the 5t1� day of May, L9R4, and the foElowing resolutian of the Board o€ Directors of the PID�LI7"Y AND AEPOSIT COMT'ANY OF MARYLANI3 at a meeting duly called and held on tUe l�tli day ofMay,1990. 1i�50LVED: "Thattlie facsimi[e orrnechanically repxoduced sea] oftlie company xnd faosimile or �nechanically reproduced signaEure of any 'Vice-P��esident, Secreta�y, ar Assistant Secretary of the Company, wliether made heretoFore or hereafter, wherever appearing upon a certified copy of a�iy power of ateorney issued hy the Cnmpany, shall he r<alid aud 6i�ding itpon ihe Company with tlye same force and effect as diaugh inaruuily afEixed. IN T�STCM�NY WHEREOT', i have hereunto suhscribed my naine a��d affuced Yl�e corpora#e seals oFthe said Companies, t�l1E 2g�___�, GAS' (lf Ju[y 2�21 HV�r.�r��1�� •'�t4t+S� .,, �,c,`� �,....,,,,�,1 �G�Mt1r� Fv.� °,�Sr . :�v'�3�o^°�4�y'n\�,nL p��zj, � yQ v` s :Sr .�. IOi ��YO�F. � � "' � y � 11�99 h� � � +arae � ��. 99 , r•...�.. r y� �BFB `P � �ik J' �i ♦ � a,a.. '''•�•ye.��...ao�F Aid �-- �j'�..� ��-� � �;� �, Q.. � By: Brian M. Hodges Viee 1'resident '�'� I3EP�RT A C]L.A[�'WiT�i 1dEGARD'g'O A�i1RETY BOI+IID, PLE�,.S� SiJB1VIL'I' A C0IVIPL�TEID�S��dIPTIOI�I �F 'T'HE CLAII�I II*1CI,UDiNG TH� PRIIVCIPAL, �1� 'T'1�E �OND, '�`I-IE SOND 1'dU1VIBER, r#1��3 YOUR C01�1TACT IIV�'�d�l@liAlfxO3V TO: �urich Surety Claims. 1299 Zurich Way Scl�auinburg, TL 6019b-1056 www.repar�sfclai�n�z�u•ichna.wm 800-626-4577 � �� k_��.�� A,1�� e��o��n�� To obtain information or maEze a complaini: You may cal) xurich fVor�h America's foll-free telephone number fior information or to make a com�laint a�: 7-�oo-�a��p Yo�� may confiact 4he 1"exas Depart�nent af Insurance to obtain information on companies, coverages, rights, or complaints at: '� -�04-��-�439 You may write the Texas Deparfinent of [nsurance: p.0. Box 1 �F9104 Austin, T)C 78714-9104 F'ax: (�12} �}90-1007 UVeb: www.tdi.texas.gov E-maif: ConsumerProtection@tdi.texas.go� ��a�� f'ara obtener infnrrnacion o para presentar una queja: Usted puede Ilamar al nurnero de #elefono gratuito de Zurich North America's para obtenar informacion a p�ra presentar una queja a!: � a�00�3�2-�1 �� Usted puede comunicarse con el Departamento de Se- guros de Texas para obtener informacion sabre cam- panias, caberiuras, derechos, o quejas al; `I -�00�2��34�39 Usted puede escribir al Departamento de 5eguros cEe Texas a: P.O. Box 149104 Austi.n, TX 78714-9104 Fax: (512} a9fl-1007 Sitio w�b: www.tdi.texas.gov E-mail: ConsumerProtection@tdi.texas.gov �F�EMIUl� �R C�.Al1�E DISF�UTE�: Should you have a dispute concerning your premium or about a clairn, yau should cor�tact the company first. If the dispute is not resol�ed, yau may contact the Texas �epariment of Ensurance. AiT'ACH iEilS NO�'ICE �O VOUR PO�.CCY: This notice is for informaiio� only and does not become a part or condition of the attached document. DIS�U�AS POR PRIMAS [7E SEC�UROS � RECLAMACIDN�S: Si tiene una disputa relacionada con su prima de segurn o con una reclamacion, usted debe camunicarse con la compa�iia primero. Si la disputa no es resuelta, usted puede comunicarse cnn el Deparkamento de Seguros de Texas. ,s►�JUFi�'� �ST� AVISD A SU P�L I�A: Este avisa �s solamente para propositos info�mativns y no se con- vierte en pa�te a en condicion del documento adjunto. U-GU-296-� (06I15) page 1 of 1 ao aa a7 VENDOR COMPLIANCETO STATE LAW Page 1 of 1 SECYION DO 43 3� VENDOR COM�LIANCE TO STATE LAW NON RESIDENT BIDD�R Texas Government Cade C�apter 2252 was adopied for the award of contracts to nanresident bidders. This !aw pro�ides tl�at, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors whase corporate offices ar principal place of business are outside the State of Texas) bid projects for canstruction, improvements, supplies or services in Texas at an amount lower than the fowest 7exas resident bidder by fhe same amount tF�at a Texas resideni bidder would be required to underbid a nonresident bidder in order to obkain a camparable contract in the State which the nonresident's principal place nf business is located. 7he appropriake blanks in Section A must be filled out by a[l nonresident bidders in order for your bid to meet s�ecificatians. The failure of nonresident bidders ta da so will aufomaticaliy disqualify that loidder. Resident bidders must check the box in Section B, A. Nanresident bidders in the State af , our principal place of business, are required ta be percent lower than resid�nt bidders by State Law. A copy of fhe statute is attached. Non�esident bidders in the State of are not r�quired to underbid resident bidders. , our principal place of business, �. T�e principa! place of business of our company or our parent company ar majority owner is in the State of Texas. � �I��R: Rebcon, 1nc. 1868 W. Norfhwest Hwy. Dallas, T�xas 7�220 By: f7anny Krieg -� " (Sign Title: V�e-President aate: `� - a. 9 - a.0 �,1 END OF SECTTON CITY OF FORT WORTH STANDARQ CONSTRUCTION SPECIFICATION DOCLJN{ENTS Farm Revised 2D11U627 NormandaEe and L.As Vegas Interseoiion Impro�emants Projeci No: 101591 OD 45 11 -1 BI1]D�R5 PREQUALIFICATIONS Page l of 3 2 4 5 8 9 10 ll 12 13 14 15 SECTION 00 45 11 BIDDERS PREQUALIFICATIONS 1. Summary. ABidder or their designatec3 subcontractors are required to be prequalified or hav� applied for prequalirFication by the City for the �vork types requiring prequa�fication prior to submitting bids. To be cansidered %r award of Contract the Bidder mUst submi� Section 00 45 12, PREQUALIFICATION STATEMENT far the work type(s) listed with their Bid. Any contractor or suhcontractor who is not prequalified for the work type(s) listed must submit Section 00 45 13, PREQUALIFICATION APPLICATION in accordanc� wi�h the requirements helow. 'Ii�e information rnust b� submitted seven (7) days prior to the date of the opening of bids. Subcontractors must f�llovu the same timelines as contractors for obtaining prequalificatian review. Bidders ar Subcontractors who are not prequalified at the time bids are opened and reviewed may cause the bid to be rejected. 16 The prequalification process will establish a bid limit based on a technical evaluation and 17 financial analysis of the contractor. Fnr exampl�, a contractor wishing to submit bids on 18 projects to be opened on the 7th of Apri� tnust file the information by the 31 st day of March 19 in nrder to eligible to wark on these prajects. In order to facilitate the approval of a Bidder's 20 Prequalifieatian Application, the following must aecompany the submission. 21 a. A camplete set of audiied or reviewed financial staternents. 22 ( l) Classified Balance Sheet 23 (2) Income Statement 24 (3) Statement of Cash �'lows 25 (4} Statement of Retained Earnings 26 (5} Nates to the Financial 5tatements, if any 27 b. A certified copy of the f�rm's organizational documents (Corporate Gharter, Articles 28 of Incorporation, Articles af Organizativn, Certif'icate of Formation, LLC 29 Regulations, and Certifrcate af Lim�ted Partnership Agreement). 30 c. A cornpl�ted Bidder Prequalificatioi� Application. 31 (1) The furm's Texas Taxpayer [den��ication Number as issued by the Texas 32 Comptroller of Pub�ic Accounfis. To obtain a T�xas Taxpayer ldentification 33 number �isit the Texas Comptroller of Public Accounts online at the 34 following web address www.window. stata.l�.usltaxpermitl and fill out the 35 application to apply for your Texas tax ID. 36 (2} The firm's e-mail address and fax number. 3� (3) The firm's DUNS numb�r as issued by Dun & Bradstreet. Th�s number 38 is used by the City For required reporting on Fedaral Aid projects. The DiJNS 39 number may be obtained at www.dnb.cam. 40 d. Resurnes re�lecting the canstruction experience of the principles of t11e firm for firms 41 submitting their initial prequalification. These resumes should include the size and �2 scope af the work perfonned. �-3 e, Other infarmation as requesied by the City. 44 45 �. Prequalification Require.men� 46 a. Firaancial Statements. Financial statement submission must be provided in 47 accordance with t�e following: 48 (S) The City raquires that the original Financi�l Statement or a cert�ied copy 49 he submitted for considaration. CITY DF PORT WORTH IJormandale and ],f►s Vegas Intersection [3nprovement5 STAiVDARD CONSTRUCI'I�N SPECIFICATION I�QCT.TMEN`I'S ProjectNo: 101591 Revised August l3, 2021 0045I1 -2 Bll]DERS PTt�QIiALIFICt1TIDN5 Page 2 of 3 2 3 9 ]0 11 12 13 14 15 16 17 18 l9 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 �� 45 L� (2) To be satisfactary, the iinancial statements mustbe audited ar reviewed by an iradependent, certified public accounting firjn registered and in good standing in any state. Current Texas statues also require that accounting firms perfarming audits or reviews on business entities with� the State of Texas be properly Gcensed or registered with the Texas State Board ofPuhlic Accountancy. (3) The accaunting firm should state in the aud.it report ar review whether the con#ractor is an individual, carparatian, or limrted liahiIity company. {4} Financial Stataments must be presented in U.S. dallars at the current rate o� exehange of the Balance Sheet date. (5) The City will not recagn�ze any certified public accountant as independent who is not, in fact, independent. (6) The accnuntant's opinion on the financial statements of the contracting company shouid state that the audit or review has been conciucted in accordance with auditing standards generaliy accepted in the Unitec� States of America. This must be stated in the accoun#ir►g firm's op�nion. It shauld: (1} express an unqualified apinion, or (2) expres5 a qualified opinion on the staiements taken as a whole. (7) The City reserves the right to reyuire a new staiement at any time. (8} The financial statement �nust b� prepared as af the last day of any month, not more than one year o1d and must be on file with the City 16 tnonths thereafter, in accorciance with Paragraph 1. (9) The City wil! determine a contractor's bit�ding capacity f�r the purposes af awarding contracts. Bidding capacity is determir�ed by multiplying the pasitive net working capital (working capital� current assets— current liabilities} by a factor of 10. Only those statements refleeting a positive net wor�ein.g cap�taj position w�ll be considered sat�sfactary for prequalification purposes. (10} In the case tha# a bidding date fal�s within the time a new financial stateinent is being prepared, the previous statement shall be updated with proper ver�ication. Bidde�PrequalificatianApplication. ABidder Prequaiificatian A��lication must be submitted alflng with audited or reviewed financial statements by firms wishing to be eligible to bid on all class�s of constrt.iction and maintenance projects. Incomplete Applications will be rejected. (1} In ti�ose schedules where there is nnthing to report, the notatioiz of "None" ar "N/A" should be ins�rted. (2) A minimurn of five (5) references of related work must be provided. (3) Submissian of an equipment schedUle which indicates equiprnent under the control ofthe Contractar and which is related to the type of work for which the Contactor is seeking prequalification. The schedule must include the manafacturer, model and general common description of each piece of equipment. Abbreviatians or means of describing equipment other than pro�ided abo�e wil� not be accept�d. 46 3. Fli�ibility for Award of Contract 47 a. The C�ty shal] be the sole j�dge as to a contractor's prequalification. 48 b. The City may reject, suspend, or modify any pregualif'�cation for failure by the 49 contracfor to demonstrate acceptable financial ability or perforrnance. SQ c. The City will issue a letter as to the status of the prequaIification approvaL C1TY OF FQRT WQRTH Normandale and Las Vegas lnterseclion lmpm�emenfs STANDARD CONS'fRUCT]ON SPEC�ICA7'ION DOCIJMENTS Project Nu: ]01591 Revised August 13, 2D21 00 45 11 -3 BIDDERS PREQUALIFICATIONS Page 3 aF 3 2 3 4 5 d. If a contractor has a valid prequalif'ication letter, the contractar will be eligible ta perform the prequalified wark types until the expiration date stated in the letter. END OF SECTION 0 Cl'f Y OF FORT W ORTH 5TA�ID�IRD CONSTRUCTIDN SPECIFTCATIOi� DqCUML•;NTS Revised August 13, 2021 Normandale and Las Vegas lntersection Impro�emenis ProjectNo: 101591 00 45 12 - 1 PREQUALIFICATiQN! 5TATEMENT Page I of 2 2 3 �1 5 6 7 S�CTION 00 4� 12 PREQUAGIFICATION STAT�MENT Each Bidder far a City procurement is required to complete the information below 6y identifying the prequaiified contractors and/or subcontractors whom they i.ntend to utilize for the majar work type(s) listed. Major Wark Type Cantractor/Subcontractar Company Name Prequalification Expiration Date Concrete Paving Construcfion/ AecQnstructian ��i�� j� . O I�� I a.� � 1 (LESS THAN l5,OQtl square ards Water Distribution, Development, 8- 1 � � �.� �' =�. inch diameter and �+ ��,� l, �� smaller Liner System far Sar►itary Sewer �/# C,;, Struct�res Warren 5anitary Sewer _ Gonstruction, 12- � _. Ld, a' inches and smalIer Roadway and ;; ` � _ � � j � ��,G� Pedesirian Lighting �' `�"� � � � �' � Sewer Bypass t Pumping, 18-inches f, Y and smaller ` y � 8 9 �a 11 12 13 14 i5 16 17 18 19 20 z� 2z a� The undersigned hereby certifies that the cantractors and/ar subcontractors described in the table above are currently prequaf ified for the r�vork types listed. BIDDER �'JfyaY1, ��I1C. By= Uc��+v�u ��i� Company �Please Print) � {� �a � �,�i . �ac}`n�,ae,st _ i� � V Signature: �, � _ � �� Address r ' � n�.u�� x �� 2�o T��: V 1 GL. - Yr� �,d�� City/StatelZip (Please Print) CIT'Y OP FOAT WORTH Normandale and l.as Vegas IutersecEion Improvements STANDAAD CONSTRUCTION SFECIFICATION DOCUMENTS Project No: ]01591 It�vised July l, 201 I oaas iz-z PREQ[JALIFICATI4?N STATEMENT Page 2 of 2 1 Date: - � � Z 3 END O� SECTTON C1TY OF FORT WORTH Narmandale and Las Vegas Intersection Improvements S'I`ANDARi? CONSTRUCTIOI+l SPBCIFICATION DUCUNIENTS Project No: 1Q 1591 Rcvised 7u[y 1, 2a11 00452G-1 C�NTRACTQR COMPLIANCE WITH WpRKER'S COMPENSATION LAW Pagelofl 2 3 4 5 6 7 8 9 lQ I1 32 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 SECTION DO 4S 26 CONTRACTOR COMPLIANCE WITH WDRKER'S COMPENSATIQN LAW Pursuaiit to Texas Labor Code Seetion 406.096{a), as amended, Contractor certifies that it pro�ides v�orker's compensation insurance cov�rage for all oi its employees �mployed on Cit� Project No. l 0I 59l . Contractor furkher certiiies that, pursuant to Texas Labor Code, Sectian 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with worker's compensatian eaverage. CONTRACTOR: � �� %�.�. I �ri'� . Company - � � '. b��1 �'S�' ;� �...f Aaax�Ss r � I�Y �� `� �� t ...,.. �. % �L City/State/Zip By: -=; v: - :` . . ( iease P ' } � � Signature:� < _ _ . _ _ . _ * �� Title: ► ` ti .� � � `J °�. (Please Print) THE STATE D�' TEXAS § COUNTY OF TARRANT § BEFQRE ME, the undersigned autharify, an this day personally appeared �� ► , known to me to b.e the persan whose name is subscri�ed t e foreg ng iu ument, and acknowledged to ma that he/she execut�d the same as the act aiad deed of �� 4��1 �, for tlie purposes and cnnsideratiQn therein expr�ss�d and in the capacity th�rein stated. GIVEN LINDER MY HAND AND SEAL OF O�'�`10E this � day of �� r c� c�..� � 2 D�� ! _, Notary li in and for the State of Texas 38 END OF SECTION ` � "_ -"-'� -" �.a`��:?�i S'HQUMpA ,! MILLER a�°� �� '� � Nutary P��bli�, State Dt Taxas 39 :�y�� Cnrrmm.Expires45-U4-2022 � �'��i,°;�ii`�� Nnt9►y Ip 1 T56 ' lr -1 h. ; ��"'ic- _ _ - ` _ _ � l� i-`F� i• r� 1 ti 1 �. CITY OF PORT WOftTH Normandale an�i Las Vegas [ntersection Improvements STANDARD CONSTRCfCT10N SPECIFICATION DOCUNEENT3 Project Na: 1QI591 Re�ised J�i3y I, 2011 U04540-1 Businass Equity Goal Page 1 of 2 1 SECTION UO 45 4Q 2 Bu�iness Equity Goal 5 APPLICATION OF PaLICY 6 If tlie totaZ dollar vaIue of the contract is $] 04,000 or more, then a Business Equity gaal is applicable. 7 A Basiness Equity Firrn refers to ce�rtifiec� Minority-, andlor Women-, owned Business Enterprises 8 (M/WBEs). I a POLICY STATEMENT I I It is the policy of the City of Fart Worth to ensure the full and equitable participa�inn of Business Equity 12 �'irms when applicable, in the procurement of all goods and serviees. AIl requirements and regulatiocis ]3 stated ii� the City's Business Eguity Ordi�aanca No.25I65-10-2Q21, (replaeing Ordinance No. 24534-11- 14 2020 (codifed at: li�� .-,��,ul�� ,��' 1. .,�r�:. ;�r r►.�_•�u lav -,� ,�, -,-th .� u� ') appiy to 15 this bid. 16 1'1 BUSINESS EQUTTY PROJECT GOAL i8 Tl�e City's Business Equity goal an ihis project is 10% af the total bid value of the contract (Base bid 19 applies to Pc�ks and Corpznaunity Service,$). 20 21 METHODS TO COMPLY W�TH THE GOAL 22 On City confracts wl�ere a Busines� Equity Goal is applied,. ofFerors are required to comply w�th the City's 23 Business EQuity Ordinance by meeting or exceeding tl�e above stated goal or otherwise comp�y with the 24 ordinance through ane af the follawii�g methods: 1. Cammercially useful services performed by a 2S Business Equity prime cantractor, 2. Business Equity subcontracting participation, 3. Combination 26 of Business Equity prime services and Sasiness Eqaity subcontwactin� participati�on, 4, Business 27 Equit� Jaint Venture/Mentor-Pratege participa#ian, S. Gaod Faith Effort dncumentation, or 6. 28 Prime contractqr Waiver documentation. 29 30 SUBNi�TTAL OF REQiJIItED DOCUMENTATION 31 Applicable documents (listed b�low) must be received by the Purchasing Divisian, OR tl�e offeror shall 32 EIVIAIL the Business Equity docUinentation to the assigned City of For� Worth Project M.anager or 33 Department Designee. Documents are to be rec.eived no [ater than 2:00 p.m., on the third Cify 3� business day after the bid opening date, exelusive of the bid opening date. 3S 36 The Offeror musi submit one or inor•e of tl�e follownig documents: 37 1. Utilization Form and Letter(s) of Intent, if the goal is met or exceeded; 38 2. Good Faith �ffQrt Forrn and Utilization Form, including supporting documentatian, if 39 partieipation is less tha�� stated gaal, or no Business Equity pa��ticipation is acco�npIished; 4� 3. Prime Contractor Waiver Form, iiicluding support�ng documentatioi�, if �l�e OfFeror will perform 41 all subcQntractinglsupplier oppo�tunities; or �t2 4. Joint Venture/Mentor-Proteg� Form, if goal is met or exceeded with a loint Venture or M�ntor- 43 Pratege participation. 44 45 46 �7 48 49 These forms can be found at: Business E�uity Utilization Form ai�d Letter of Inte�at _ � ..., ,r .--- �_ _ ia CITY OF FORT WORTH STANDARD CDNSTRUCTION SPECIFICAT[QN DUCUM�NTS RevisecE Qetober 27, �021 :�iL�„ i6G°..,'U- .,;�/Businsss%�OEc�uity%24Utilizatian°/a20Form. Nonnandalc and Las Vegas Intersectian lmprpvements ProjectNo: ]O]59[ aoasaa-z Busiriess Equity Gnal Page 2 oF2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 j5 1G 17 18 19 �o 21 22 23 24 25 26 27 28 29 30 31 32 33 34 Letter of Iiitent � R`- �j-- T�::. �il�i _ il' IF L�S '.1 " � �'h[� - �n1� t�, 1".V l`91� �r.r �•� -� �rrin,ar _I :C L..., �t ' ' n� f Business Equity Good Faith Effort Fortn ��t..... ..., ,tot�:��-: EE�i,..._ w.._r'r;jE„.�rc�—=-.. �___�E� .. �� ? ,,� y�st Nt�. ��tsu�- �r.auir :ura�nar, tsr� .m ��it �;ir, ru �,.,,a �ui a�tP.. v t' mr., .. ��Y ..::1.�.�1 -- - Business Equity I'rime Contractor Waiver Form ��. �' �-rtv•�rtht��_ .-��Proieciic,�:;:ar-- k��o�rcesP�b��a�v !i�vivvtit .'t�1�_�a2GEieE_�n c%?�}�,auit ; lill)rd111a11C�BlISit1B5G'' :(}F�llli� �Uy['f---• [1(Ju17�1 iur �Ut..�;. ��df T - Business Equity Joint Venture Form 11itN" :,x,'.f. �rt; "�et�1t^_._ "�..�1'..; ie ,t�cesaurcC:. IZ:,3ou�-c�� P/6U°io2U- _ -�>>.viw�� tw _+�B�� ir. c� "t�E�uitv°�a20urdin�nc�_IBusiifess°/a24E'�uit��%�OJaint%20VenhireJ�d, FAILURE TO ACHLEYE THE GQAL OR OTHERWISE COMFLY WITH THE ORLDNINACE WILL RESULT IN THE SIDDEWOFFEROR BEING DECLARED NON-RESONSI�'E AND THE BID R�JECTED. FAIL_U_RE TO SUSMIT THE REQUIR�D �USINESS EQUTY DOCUMENTATION OR OTHERWISE COMPLY WITH THE ORDINANCE WILL RESULT 1N THE BID BEING DECLARED NON- RESPONSIVE, THE BID REJECTED AND MAY SUBJECT TH� BIDDERIOF�EROR TO SANCTIONS A5 DESCRISED IN S�C. 20-373 OF THE ORDINANCE. Fnr Queatio�s, Please Contact The Business Equity Division of the D�partment o� Diversity and Inclusion at (817) 39�-�674. END OF SECTION CITY OP f OR'f WORTH Narmandale and Las Vegas Intersecliou ]mprovements STAN�ARD CaNS'fRUCT10N SPCCI�lCAT10N DOCUMENTS Project No: ]OIS9l Revised October 27, 2021 oas243-i Agreement Page 1 of 6 SECTION 00 �� 43 AGREEMENT THIS AGREEMENT, authorized on i 1/09/2021 , is inade l��r aiid between tlie City of �'or� Worth, a Texas ha�ne rule m�iiieipality, actiug by and tl�rough its duly autl�orized City Manager, ("City"), and Rebcon, Ine. , autharized to do business in Tex.as, actang by and througli its duly authorized represej�tative, ("Confractar"). City a��d Co�rtractor may jointly be referred to as Parties. City aaid Co��tractor, in consideration of the mutual covenants hereinafter set forth, agree as follows: Articje 1. WORK Contractor sS�all cornplete all Work as speci�ed or indicated in the Contract Documents for the Proj�ct identi�ed herein, Article 2. PRQdECT The project for wS�ic�i the Work under the Contract Docwments may be the whole or only a part is geiierally described as foilows: NQj•n-j�ndale and Las Vegas Intersection Improvements Project No: 1�1591 Article 3. CONTR.ACT PRICE City agrees ta pay Contractor for perFonnanca of the Work in accordance with the Contract Documents an amount, in current funds, of Two-Million Three-Hundred Twenty Trvo-Thousand Nine-Hundred Thirteen and flOIIOQ Dallars ($ 2,322,913.00 ). Con�ract price may be adjusted by cha�ige orders duly authorized hy the Parties. Article 4. C�NTRACT TIlVIE 4.l Fiizal Acceptance. The Wark shaS1 be complete for Final Acceptance within 300 days after the date wl�ert the Contract Time commences to run, as provided in Paragraph 2,02 of the General Conditions, plus a��y exte��sio» thereof allowed ill accordai�ce with Article 12 of the General Conditians. 4.2 Liquidated Da�nages Contractor recognizes that time is of the esse�ace far completion af Milestones, if any, a�id to achieve Final Acceptance of the Wark and City aud the pub.Iic will s�ffer from loss of use if the Work is not completed within tlie time{s} specified in Paragraph 4.l abave. The Contractoi• also r�eognizes tl�e delays, expense anci diffieulties involveci in proving in a 1ega1 proceeding, the actual loss sufFered by the City if the Work is not completec� or� time. Accordingly, instead of requ.iring any sueh proaf, Cantractor agrees that as liquidated da�nages far delay (but ��ot as a penalty), Contractoe shal! pay City One Thousand Two Hundred and �'ifty Dollars ($1,250.00} for eacis day tl�at expires after tl�e time specified in Paragrapli 4.1 fa�• Final Acceptauce until the City issues the �r inal Letter of Acceptance. C1TY OF FORT WOATH Narmandale and Las Vegas ]ntersecfion hnprovements S'CANbARD CONSTRiJCTION SPECIFICATION DCaCUM�N1'S Project No: 10159T Revised 1!l23f2021 DO 52 �43 - 2 Agreement Page 2 of G Article �. CONTRACT DOCUMENTS 5.1 CONTENTS: A. Tl�e Gantract Documents which co�npr�se the entire agreement between City and Contractor concer�iing the Wark consist of the folloWvin�: I . This Agreement. 2. Attachments to tl�is Agreement: a. Bid Form 1 } Proposal Form 2) Vendor CQmpliance to State Law Non-Resident Bidder 3) Prequalification Statement 4) State and Federal documents (pJ�oject speciftc) b. Current Prevailing Wage Rate Table c. Insurance ACORD Fortn(s) d. Payment Bond e. Perfor�na��ce Bond f. Maintenance Band g. Power of Attor�iey for the Bonds h. Worker's C.ompensation Affida�it i. MBE and/or SB� Utilization Fonn 3. General Conditio»s. 4. S��pplementary Conditioiis, 5. Specifications specifically made a part o� the Cont�•aet Documents by attacl��nent or, if not attached, as incor}�orat�d by reference and described in tlr� Table of Conte�its of the Project's Contract Documents. b. Drawings. 7. Addenda. Documentation sub��litted by Contractor prior ta Natice af Award. The following which may be delivered or issued after the Effective Date of #he Agre�i�eut and, if issued, b�came an ulcbrpnrated part of the Contract Dncuments: a. Notice to Proceed. b. �'ield Orders. c. Chaa�ge Ox•ders. d. Letter of Finai Acceptance. Article 6. INDEMNIFICATION 6.1 Contractor covenants and agrees to indemnify, hald harmless and defend, at its own expense, the city, its of�icers, servants and employees, frnm and a�ainsi any and all claims arising oat of, or a[leged to arise out of, tiae work and services to be performed by the contractor, its officers, agents, employees, subcantractars, lEcenses or invitees under ihis contract. This indemni�cation ravision is specificallv intended to operate and be effective even if it i� alle�ed or �roven that all or some of the dama�es being sou�ht were caused, in whole or in part, bv anV act, o�nissian or ne�i�ence of the ciiv. This indern�ity provision is intended to include, withaut limitatio�n, indemuity tor costs, expenses and legal fees incurred by the city in defendi�g agai�st such ctaims and causes of actions. CITY OF FORT WORTI-I Nomiandale and Las Vegas Litersection Improveu�er�Ys STANDAEtD CONSTRUCTION SPECEFICATIOt�! DUCUMENTS Project No; 101591 Revised l U23/2031 D052�}3-3 Agreemenl Page 3 of 6 b.2 Contraetar covenants and agrees to indemnify and hold harmless, at its own expense, the city, its afficers, servants and employees, from and a�ainst any and a�l loss, damage or destruction of groperty of the city, arising aut af, or alleged to arise or�t of, the work a�d services to be performed by the contractor, its ofScers, agents, emplayees, subcontractors, iicensees a�• invitees under this contract. This indemnificafion provision is snec'�f"icall_y_ intended to op�rate and be effective even if it is alleged or proven that all or some of the dama�es bein� sou�ht were caused, in whole or in part, b� anv act,_omission or negli�ence of tbe citv. ArticIe '�. NIISCELLANEOiJS 7.1 Terms. Terms used it� this Agreement which are defined in Aiticle 1 af the General Conditians wi1X have the meanings indicatecE in tl�e General Conditions. 7.2 Assignment of Cantract. This Agreement, includi�g all of tl�e Contract Docum�nts may not be assigned by the Contractor without the advanced express written conseiit of tlie Cfty. 7.3 Successors and Assigns. City a��d Cantractar each binds itself, its partners, successors, assigns a�1d IegaI representatives to tlie otlzer par�y hereto, iri respect to all covenants, agreements and obligations cnntained in the Contract Documents. 7.4 Se�erability/Non-Waive�• of Claims. Any provision nr part of the Contract Documents held ta be unconstitutio��al, void or unenforceable by a court of competent jurisdiction shall be deemed stricke��, and alI remaining grovisions shall continue to be valid and biiiding upon City and Contr•actor. Tl1e failure af City or Canti-actrrr to insist upon the performance af airy terin or �ravision of tl�is Agreetnent oa• to exercis:e any right granted herei�l shall not constit�te a wai�er of City's ar Coniracfioi-'s respective right to insist upon appropriate performance or ta asseri any such rigF�t on any future occasion. 7.5 Governing Lavv and Ve�iue. Tl�is Agre�ment, rz�cludi�lg all of the Contract Documents is perfor�nable in tl�e State of Texas. Ve�iue s1�all be Tarrant County, Texas, or the United States Distriet Couirt for the Northern District oFTe�s, �Ol'� WOI'f�l DIVIS1017. 7.b 7.7 Autharity to Sign. Contractor sliall afitach e�idence of authority to sign Agreemei�t if sigz7ed by snmeone nther than the duly authorizsd signatary of the Contractor. Non-appropriation of Funds. [n tlYe event no funds or insufficient funds are appropriated by City in any fiseal period for any payments due heraunder, City will notify Vendor of such occurrence and tliis Agreement shall terminate aij the ]ast day of tl�e fiscal p�riod %r which app�•opriations were received without penalTy or expense to City of any kind whatsoever, except as to the porfions oftlie paytnents herein agreed upon for which funds have heen appropriated. CITY OF FORT WORTH Nonnandale and Lfls Vegas Intersection Improvements 5'C'ANDARD CONSTRUCT[QN SPECIFICATION QOCUM�NTS Projecl Na; 1015l1 Revised i 1/23/2fl21 D05243-4 Agreement Page 4 of6 7.8 Proliibition On Coni�•acts With Co�npanies BoycotCing lsrael. Contractor, unIess a soIe proprietor, ac�nowledges that in accordance with Cl�apter 2271 of the Texas Government Code, if Co�itractor Isas 10 or more full time-einployees ai�d the conU�acf value is $IOQ,Q00 or more, flie City is proIiibited fi•oin entering inta a contract witl� a comp�ry far goods or services unless t�ze contract eot7tains a written �eri�cation from the compa�iy that it: (]) ciaes not boycott Israel; a�id (2) �ill not boycott Israel during tl�e term of the eontract. The terms "6oycott Isi•ael" a»d "compa»y" shall have the meanings ascribed to thase terms in Seetian 808.001 of the Texas Government Code. By signing Yhis coutract, Contractor certifies that Contractor's signature �rav�des written verification to the City that if Chapter 2271, Texas Government Code applies, Cantractor: (1) does not boycott Israel; and (�) wi�l nat boycott Israel during the term of the contract, 7.9 Prohibition on Boycotting Energy Companies. Contractor acla�owledges that in accardance with Chapter �274 of the Texas Government Cod�(as added by Acts 2021, 87th Leg., R.S,, S,B, 13, § 2), the City is prohibitec� from entering inta a cantract for goods or services that has a value of $100,000 or more, wl�ieh will be paid wholly or partly from public funds of the City, vvith a company (witlj 10 or more full-tiine employees} unless the coj�tract contains a written verificatian fi•orn tl�e compan� that it: (1) does not boycott energy companies; and (2) will �3ot boycott enea•gy compa»ies during the term of the e.ontract. The tert�►s "boycott energy connpany" and "compa�y" have the meaning ascribed to those terins by Chapter 2274 of the Texas Covernm��7t Code {as added by Acts 2021, 87th Leg., R.S., S.B. 13, § 2). To the extent that Chapter 22i4 of the Government Cade is applicable to this Agreement, by signing this Agreement, Contractor certi�ies that Contractor's signature provides written verification to the City that Contractor: (1) daes not boycott energy companies; and (2) wiIl nat boycott energy comganies during the te�m of this Agreetn�enf. 7.10 Prohibition on Discr'vnination Against Firearm and Ammunition Industries. Contraotor acknowledges tl�at except as otherwise prvvided by Cliapter 2274 of the Texas Government Code (as added by Acts 2�}21, 87th Leg., R,S., S.B. 19, § 1}, tlie City is prohibitecE from entering into a enntract for goods or services that has a value of $100,000 or inore wliich will be paid wl�olly or partly fr•om pu6lic funds of the City, witli a company {with 10 or more full-time employees) wiless the contract coi�tai��s a written verification from the cornpany that it: (1) dves i�ot have a practice, policy, guidance, or directive that discriminates against a frearm entity or firearm ta•ade assaeiation; and (2) will not discrimi�iate during the term of tl�e contraet against a freann entity or firearm trade aSSOCla�lpil. �'he t�fl175 ��discriminate," "�11'BaI7Tl 0litlijJ" and "firearm trade association" l�a�+e the ineaning ascribed to those terms 6y Chapter 2274 of the Texas Gavernment Code (as added by Acts 202I, 87th Leg., R.S., S.B. 19, § 1). To the exfent that Chapter ��i4 of ihe Government Code is applicable to �his Agreement, by signing this Agreeinent, Contractor certities tl�at Cnntractor's signatuwe pravides written verification to fhe City that Contraetor: (1) does not have a practice, policy, guidance, or directive that �iseriminates agains# a fl�earm entity or firearm trade association; a�td (�) will not discriminate against a firearm entity oe• firearm trade association during the term of thes Ag�•eement. CITY OF FORT WOR7'I-1 Normandalc and Las Vegas Inlersection Luprovemen�s S'1'ANpARD CDNSTRUCT[ON SPEGFICATION DdCUM�NTS Praject No: 10359! Revised I1123/Z021 oa sz a3 - s Agreement Page 5 of G 7.11 Immigration I'�fationality Act. Cantractar sl�ali verify the ideiitity and einployme3�t eligibility of its employees wl�o perform work u�ider this Agree�nent, inciuding completu�g the Employ�nent Eligibility Veri�icatioii Form {I-9). Upan request by City, Contractor sliall provide City with copies of all I-9 forms and supporting eligibility docum�ntation fbr each einploy�e who perforins work unde�• this Agree�nent, Contractnr sllall adhere ta all Federal a��d State faws as well as establish appropriate procedures and contt•ols so that z�o ser�ices will be performed by any Contractor employee wlio is t�ot �egafly eligible to perfor�n sucfi setvices. CONTRACTOR SHALL INDEMNIFY CITY AND HOLD CITY HARNII,EB,� FROM ANY PENALTIE�, LIAB�I,ITIES, OR LOSSES DUE TO VIOLATIQNS OF THIS PARAGI�iPH BY CONTRACTOR, CONTR.ACTOR'S EMYLOYEES, SiTRCONTRACTORS, AGENTS, OR LICENSEES. City, upon written notice to Contractor, shall have the rigl�t to itnmediately ter�ninate tliis Agreeinent for violatioils o.f this provision by Contractnr. 7.12 No Tl�ird-Party Beneficiaries. This Agreernent gives no rights or benefits to auyan� ather thaii the City a�id the Contractor and there are no third�pat� beneiiciaries. 7. I3 No Cause of Action Ag�inst Engiiieer. Contt-acfior, its subcontractors and equipinent and materials suppliers on the PROJECT or their sureties, shafl maintain nn direct acfion against the Engineer, its officea•s, employees, and subcontractors, for any claim a�-ising out of, in connection with, nt- resulting from the engineering services perFonned, Only the City will be tlie beneficiary af any undertaking by tl�e Engineer. Ti�e prese»ee or duties of the Engineer's �ersonnei at a co�struction site, wl�ether as on-site representativ�s vr otl�erwise, do not make the Engineer or its persomiel in any way responsible for those duties that belong ta il�e City and/or the City's construction contractors or other entities, and do not relieve tl�e coustruc#ion contractors or ar�y other entity of their obligations, duties, and responsibilities, including, but not liinited to, all construction methods, means, techniques, sequenoes, a�id procedures necessary foY- coordinating and completing a�l portions of the constr�ction work in accordance with the Coniract Documents and any health or safety precautions required by such caiYstructiQn work. The Engincer and its personnel have no authariiy to exercise any contral over any construction contractar or othe�• eiitity or fiIieir einployees in conneotion with their work or a�iy healtli or safety precautio�is. C1TY OF FDRT WORTH Normandale aE�d Las Ve�;as Iniersectiou Iinprovements STAH�ARD CQNSTRUCT�ON SP�C[FICATION bQCUMENTS �'roject Na: 101591 Revised I 1l23/2021 D05243-6 Agrecitient !'age G of G IN W1T`NESS WHEREOF, Ciiy and Contractor I�a�e eac1� executed tllis Agreeme�it to be eifective as of the date s�bscribed by tl�e City's desigiiated Assistant City Mai�ager ("Effective Date"). � Contractor: , -.� �S -,� , �;, •' , By: ' —. -- --�� ^ � S1�111iU1'� _�k' —} _ - ,r:� ;f-� . - - r �Pi�ii�ted Nam � ' t . ��-�.,a� Title j:(� " ��, �► -f� r. ; .� �.�,. Adda•ess �� 1 f �' f � �'� !'.� �-7,L. City/StatelZip i �B ��. Date Gity oiFort Wo�•tli By� ' ' . r �_ � � � --4� i ' , r ! Dana Burghdo Assistant City Manage�• — — -�� L � I � � _ `; � � �.a-.-'` . :°� h:'..` �'a°�. Date ;. .r .. _ :� � {'� s . Aliest: �• �� - _ � ", - x: �.' . �` �,� i , ��: _ � . nette oa aH, City Secreta�y "� :` `'�� 1� � . a�� ,� , (Seaf) �4�`�� ... �_ . - M&C; 21-0850 Date: 11/09/202 I Form 1295 No.; d3 t�,� j-• �b 1�! Conkract Catnpliance Manager: By signing,l actcno.wl�dge that 1 a�n tile persoi� respo�lsible for tl�e anan�toriug and administration ofdiis conta•act, includin� e� �•ing all ei�for�na� and reporting r qit re�� its, . � S�w�ta Rao Project Manager Appro�ed as to Fai•m and Legality: �I Dougias W. Black S�•. Assistant City Attoruey APPROVAI� RECOMMENDED: 9� WIIIIRII] ,IOIIIiSOil, Director Ti•anspor�tat�on & Pt�blic Works Depa�•Cme��t C1TY Oi' �ORT WdIZTi-I Normaiidnlc and I_fls Vegas h�ccrsectiwi im�3ravemcitts� STAiVDARDCON5'T'RUCTiON SI'ECIPICATION 170CUMEN7'S R,m,j�. : ' +��1t}15`�i Revisad I l/23I2D21 �lRITTEN CONSENT �`OR MEETING OP THE DIRECTORS AIdD STOCKHOLDERS OF REBCON�, INC. Tb.� undarsi�nzd., beiug aII th� Directars attd a11 �ha 5tackhoid�rs o�tb.e above nam�d compa�.y, p�.rsu�� to �he Sylaws a.f tha campaa�, do fierehy adopt rn. writ�a� #he fnllowing acfian, u��tich will �.ave tb.e �a�te � farcz and effeci as if adapied a� a mee�ing cal�ed far this purpase; R�SOLVED, �at �he Board of pirectars o� Rebcan, �n.c, hereby autb.ori_ze the follawin; Offtcers of Rebcon; Inc. io execute docume�,ts on tbe behaEf af Rebaan, Iric,: Rober� C. B�hi�y Preside�.t G.�. T�i�,; Vice-President �ar�C �`xaines �Ti:ce-12residenf/�ecref,a.iy Daniel Krieg � �Vice �reside�t .As an a[festatzan �f #�.e actian of �� 'ar�oaing an.d as e�idence af consent to ail gtri�vn sta�ments �erein, th� �.o.ders`rgned, beix�g a11 af fihe Directars and aII of �b.� S�o�ckholders af th� cam.pa.�y, subsaribe iheis names ��re�o. _ . Dated as of .Tune 25, 2015 ;s}�'x"r'o-{,, �SHO�1N€7�1 J Cv[ICLER t°�°�= Notary Puhifc, 5tate of Texas ; - --M Cnmmissicn �xpires .w; , �;;f��.+``�~ �ay �4, 20i 8 4 �G:�, Kri.�g - irecto and . � Robert C. Bi bv - Directc � and �taa�.holder 0� 61 l3 - I P�RFORMAivCE k�OND Pt�e 1 oi2 Bnad No. pRF43@2599 � 3 4 S b � '�H� �7CA�T� �� i']�7�+15 COiJI�'7e' U�' TARR�dT 'ihat we, o R��. lnc. lc�orvn �s �IEC'�'IOP� t� 61 t3 pERF4itMANC� B�1�D � § I�OW Ab� BY'i'H��1� PR1��N7'�: � 8 "Pt'incip�l" hC�eia an� o�wo�am er.�r•� s�er cnna.n� r�r �a v.00.n t�+w�r o�e� ,� cor�srPat� g sufety(s�r�ties, if more than o��) duly authapiaed to do busin�sa in tb� St�t� af %x�s, k�owr� as 10 '°SuPery" h�reia (whetl�e� one or more), are {�eld and i t�mly bound u�to th� City oi Fort W�reh, s 1 l municipa! cQtpt�r�tion crested pu��rt to th� lsws of �exas, �Cnov�m as "City" hzrei�, in tl� �nal i� SUE1'IU�� T�ro-A6ilHoalY.x�[r�saoed7w�n9'Twee'ih4ms�#lirrs•Ih�SndY�rdGN10o DOlI�iS 13 ($ a.32�,413.00 _), I�wful money ofth� United St�tes, to ��id i� l�ort Wo�, l4 i'�rtant County, 'r'exas for [1rj� �ayrn�nt of w�ici� sum welf and truly to � msde, we �ind 1S au�lves� oue �eirs, �xeacutors,, administrators, successors �nd �ssig,ns, jointly and sev�lly, fd li 18 19 20 2i 22 23 �4 �S 26 27 28 a9 3� firmly hy th� ��e�nts, V4+I�FREAS, th� P�'incipal f�as �nt+ered inta � ce�tain writte� contract with th� City aw�rded t�� th day of Novo�ber . ZD a1 ,�flicH Contract is }�er�by r�ef��d to attd rn�de � pSrt h��of for �Il �u�nses �s if fitiliy set for�h herei�, to fiu�isl� ��t mate�i�ts, �qui��c�t ia�nr and other �essa�ies de�ined �y I�w, ir� the peusec�tion of the Woric, iacludin� any Chang� O��ers, as provid�d foP i� �id Contr�ct d�signst�d �s Nortn��ale �nd I.,�s Y�g�s Intcrsection lrnprov��ns�ts. 14159] I4JOi�r','T�IIE�FO�, th� �ondition of this ob�ig�tian is such that ifthe s�id �'rincip�l shall fait�fully ��'ornx it obligations undeP tf�e ContPact and s4�all rn �Il �es�ts �uly ��d faithfuUy �e�form th� Wor�r in�ludin$ Cl�ange Orders�, undee the Contr�et, a�cording to the plans, 5�C1��C�t1U114� and �ontract do�um�nts tf�erein r�F�r�e� to, �nd es well d�ri�� afly p��iad o� extension of the Cantract that m�y b� gr�nted nn the p�.rc of th� City, theh this nbtigation shall � ��d �com� null �nd void, oth�rvvis� to rem�in in fi�ll force and �ff�ct. �Rpl�UED P'[�TH1�Et, tfi�at if any l�gs1 action be fil�d on this E�nd, v�nu� shall I ie in T'��ant C�u�ty, Teacas or th� llnited States Disbrict Caur� fap tHe P,�oriher� �ist�iet of "��xas, F�rc 3 � wortl� Divista�. C3�1 Y OF �QRY WQRTH Wovmeidole md L.� Vr�s Inle:s�C1�n� ln�pa0veriteflu STAN�ARA �UA[S1'IRtiL"�t�N SP�CIFICA'�lON D�U�tLIM�N'I'S Prajcct Pt�: 481 S91 Reviss0 Juey l. a0i 1 aa6i fa-z PERFbCtMANCE BONB Pagc 2 oF2 1 This bond is made and execut�d in complianca with the pro�isions of Chapter �253 of the 2 Texas Government Code, as amended, and all liabilities on this bond shall be determineci in accordance with the �rovisions af said statue. IN WI'T1YE55 WHEREOF, the Principal and the Surety have SiGNED an� SEALED this instrument by duly authorized agestts and �fficers on this the ��th day af ( danuary 20 z� . 7 $ 9 10 11 12 13 14 IS l6 17 18 19 20 2l 22 23 24 ZS 2G 27 28 29 30 31 32 3z 3�l� 35 3b 3 �. 38 39 :�0 ATTEST: � m � E .J _ � �; � (Prin ip Secretary � � �" i� Witness ss to Princip�4- �� „ W , ess as to 'urety PRINCIPAL: B�Y: � . , l Signature i � ' . - I�r�- • '; ame a itle Address: 7s6� W. Peorthwest lifghway �allas iX ��i�a0 SURETY; Cqlonfal American Casuafty and Surety Com�any � FI it and De osit Com an of Fi�a land � �� 1� - _ �� BY �,�,. . � . " Q� ` Signature {lqdr�a Rase Crawford, Attornay-in-�act Name and Title Address: 1�99 �uricf� 1Rfa �4h �loar Schawmbur�. Ib 60'196 Telephone NWmber: 847-6D5•6000 Rebcon, [nc. 41 '�Note: � If signed by an officer of the S�rety Company, there must be on file a certi�ed extract 42 from the 6y-laws showing that this person has authority to sign such abligation. If 43 Surety's physica! address is different from its mailing sddress, both must be provided. 44 The date af the bond sha11 not be prior to the date the Contract is awarded. 45 C1TV OF FORT WORTH iVarmandale and Las Veges �nlcrseclid� IrRprovemez�ls STANDARD CONSTRUCTION 5PECIFICATION bOCUiNENTS Aroject No: l01591 Aevised July l, 201 L 00b114•1 PAYMEM' aOND Pag,e I of Z 8ond No, PRF93�2598 a s 4 S B �� s�°�� o� ��s C0111�1'I Y O� '�ARRANT ��c�rorr oa �i �� P�YMEA�'T BOND � 8 9 ra 11 !� l3 14 15 15 !7 l$ 19 Z4 �1 aa � § T�R10W ALL HY'I HI�S� PR��N'E'S: � That w�, -- -- R�b�fl,1n6. _ _ _, kflrown gs "Peiriccip�l" h�rci�, and �oron�i wr�dra�+ c.�s�hy �na �,r��r ��einy m,� �eco+� co�v�m o� Mer�_, a co�popat� s�reiy {s�r�eti�s), duly authori�d to do �usin�ss �n #h� S�t� of Tex�s, knawn as "Sur�ry" her�in (w�eth�� ane or morc), ar�c hcld and �ern1y bound unto th� Ciry of FoM Warih, � munici�al corpnr�tion cre�ted p�rsuant ro the lsws ofthe S�ate ot'Ttx�s, known �s "City" hcr�in, in the penal gU� af 7�o-Milliom� Three•Nw�red T�ny 7wwTho� Nsric-liu�red Tliin� a�ttl OO/IOU �� (� �,3��.913.Ci� . lawfc�l rnoney oi ti�� Urtit� St�tes, ta He �i� in �ort Wvr�l�, iarrant Counry, %xas, foe tio� �ym�nt of which sum w�ll and tr�ly � m�de, w� bind auc��lves, ou� heirs, ex�utars, admini�tratorr's, su�cess�r� �n� �ssigr�s, jaintly and s�v�r�lly, fi�nly by thesc �rr�s�nt�: 'W�I�AS, �rinci{�l Has ��t��d i�ta a cer�i� w�itte� Contr��t wit� City, �war�� the �t��ey a� Afovem�e ,�0 �1 , wF�ic� Contr�ct i� here�iy fefe�ai ta a�d r�ade � pa�4 �er�of fnr all ��rr�s�s as if f�lly set %� i��eein, to f�r�isi� all m�t��3�1�, �qui��t, l�bor sn� athep a�cessa�i�s �s defined by 18w, in E�e prns�cutio� of the IR��rk as �eovided for ir� said Cvntra�t �nd designat�d �s T�otmar�dale and l.�s Veges inters�ctian Imp�ovcments. 101591. NpW, '�HT��'UR�, '�i�6� C�NDIT101� O� 7'HlS OBLCGA�'I4N is s�ch th�t if 23 �ri��ipa) sh�ll p�y ��l monies awing to any (�nd s11j paY�n�nt �a�d ben��ic�r� (�s de�ned in �4 C�a�ter ��53 ai ttr� iex�s Gav�erirne�t Code, as am�ryded) s� th� pra�eutian of thc Wor�c und�r 25 the Cor�teact, then this obfigati+ar� sh�11 � and become null a�d void; oth�rwis� to rr�main in fu11 36 fo� snd �f%ct. 27 28 �4 30 This bon� is mad� �nd gxecuted ifl compliartce with tine pPovisivns af'�ttapteY 2�53 oftFie T�xas Gov��me�t �nc4e, �s �me�ded, and all liabilitie� on ti�is �and shall t� d�t�rmin�cl i� ��orda�c� with th� �avisions of s�id st�tut�. CI7'Y OF FOitT WORTH Nosrc�r��ls t+d I.t� Ve��i In�scseclion Improv�er�nls STANDA�d C�1S'FRll4ilON SPECIFICAi]ON 6II�1]MEN7S Projep t�: IGIS91 Rerris�d July l. 201 I oobi ia-a nAYMENT 6f�NU Page 2 of 2 1 z 3 4 5 G 7 8 9 10 iil 12 �I VI+TTI�ESS WHERE(?I�, the Principal and Surety have each SIGNED and SEALED this instrument by duly author'tzed agants and officers on this the �$th day of January , ZQ 2� A'TTEST: /� / ''`��. _ P_ (Prin �i) Secretary r Witness as to Principal . - ATTEST: C, x `` (SurPty) 5ec etary W itn s as to rety PRINCIPAL: Rehcon, fnc, . , BY: � . _ �gnature � • - ., - , ' � ■•+4s " Name sn Title Address: '1868 Yil. Pdorthwest Fdighway �allas, T7C T52�o SUR�T1(: Golanial American Casualt and Sure Company F�idel and �eposit Campany of [Yiaryland • � � � I _ .- �� BY. ' � . �_uT..�_ S�$nature Andrea Rose CrawfoM Attorne -in-Fact Name and Title Address: '1�gg �'�rlch 1dVay, �th �loor �cF�aurnburg, IL 60198 Telephone Number: sa�-sos-eaao Note: lf signed by an afficer ofthe Surety, cher� nnust be on file a certified extract from the bylaws showing that this person has authority to sign such obligation. If Surety's physical address is different frotn its mailing address, bath must be provided. The date ef the bond sha1S nat be prior to the date the Contract is award�d. E1vD OF SECTYON C1TY OF �ORT WORTH Normanda�e and Las Vegas I�tersectivn Impravements STANDARI? CONSTRUCTION SP�CIFICA7i01� DOCUMENTS Prajcct Na: I Dl S91 Revised JUIy I, 2411 o��i is-� AAAIIVTENAIJC& �1� Pr�e I of a Bond Na. �NT9382598 2 3 � s � ; � l0 11 l2 l� i� l5 16 i� I& ��'I'IOIeT 00 bfl i9 AAAiN1'�N,�A10E SOAfD TH� Si'�i'�'E O� T�KAS � � r�ra�v �►��, �� rx��s� ��s�t��: �av�rry oF �r��►�r� � Th�t wc ��bcan. Ine. , knov�m as "Pri�cipa!" her�in and � � �r � a�r �. F�r � � �+�°*� a �� a corporate surety (sur�ti�s, if mote tlnan ori�} d�ly autharized to dn 6usin�ss in th� Stat� of i�a�s, knowm as "Sur�ty" herein twhether �e or �arr�), �r� h�ld and tirmly 6ound untn the City �P F�r� Wo��, � r�unicip�l cor��tior� crested pursuant to the laws ofthe �tac� af T�x�s, kncw� as "City" her�cin, in #he sut� o� T'wo�Millio� �+�ee-Flundred Twe�lv Tw�'i FPausend Nin�-Hundped '1'hirtecn and 90/1Q�A _ D�I[s�S {� �.322,913.p0 _), lawfwl �or►�y af thc U�it�d Stetes, ta be �id in Fore WoR4i�, i'ar��flt Co�nty, �`�xas, fop p�yrneat aF whi�h sum w�ll ��d t�uly be m�� unto t�i� Ciry �d its 5176��830a°S� W� �li�d dl�f3�IY�S, 041� iibliS, exe�utors, ad�i�ish�tors, su��ssoes and sssigns� jointly �nd s�v�aljy, �rmty by ch�se ��eser�ss. W[�]�RE��. ti�� Principal has ente�ed into � c��4aifl w�itten contr�ct with the �ity �warded 19 the 9th day of Nuvemb�r � g,p 21 . w�1lC�l CQIIV�Ct IS I1BP8�� refe�af to �nd � m$d� p�r9 h�reaf far �Il ��rpos� �s if fully s�t fo�H he�ei�, to f�rnish all 21 m�teri�ls, tq�ipr�ent labor ar�d ot�e� �ccessories as do�n�d by la�w, in the pras�cution af th� 22 �3 24 15 �b 27 28 �9 90 3l 3� 33 3� Wor�s, inclu�in� �y Wor� r�sultin� from a duly �uthoriz�d Ch��ge Ord�e (coilecti�ely herein, the "Work") as �po�ided fa� in �id cant�act e,�d dcsi�nat� �s Alopmandal� �n� I�s Veg�s lnterseatia� Improvement�. 10195�; snd �II�RE��, Princip�l �inds itself to use such m�tcri�ls �nd to so cnnstruct the Work in ��car�ar�c� whh th� �l�s, sp�ci�ic�tiuns a�d Coa��# �u�re��s that the Waek i� �nd will eemsin free from defects in mat�ri�ls or wor{cmanship far and du�ing the �ri�d of two {2) ye�es after the d�te vf Fi�sl Acceptance of tha Work �y the Gi�r ("Ail�i�t�nance Perio�d"); a�d '�HF1�E�S, Prir�cipal �i�ds itself tu re�sie o� �econstruct th� Wor�c in wS�ale ae i� pa� upon �ceivi�� noticc from the City ofth� nee� the�efor at �ny time within the M�intemm�c� Pepto�. CTTY OF F'QRT WO$Tb Na�ririrtt�le s+rd L� Veges 1fller�t�aa lmprov�ents STANI7ARDCONSTRIi�i'IQN 5PECIFICA'PION DaCUMEN7S Prd� lv`�: 101391 RGwis�d JetY i. 301 i ! 2 3 4 00 61 19 - 2 MAINTENAIdC6 BOND Page 2 of 3 NOW TH�REFORE, the condition of this abligatian is such that if Arincipal shall remedy any defective Wark, for which timeSy notice was provided by City, to a compl�tion satisfactory ta the City, then this obfigation shalj become null and r+aid; otherwise to remain in full Force and ef�eat. 5 6 PROVIDED, HOWEVER, if Principal shall f�il so to repair or reconstruct any timely 7 noticed defective Work, it is agreed that the City may cause any and ali such ds�ective Work ta 8 be repaired andlar reconstructed vvith all associated oosts thereof bein� borne by the Principa! and 9 the Surety under this Maintenanee 6ond; and �o li 12 13 PROVIDED FiIRTHER, khat if any legat action be filed on this Bond, venue shall lie in Tarrant County, Tex�s or the U�ited States District Caurt for the Northern District af Texas, Fort Worth Division; and 14 15 PROV[DED FURTHER, that this obligation shall be continuous in nature and 16 successive recoveries may be had hereon for successive breaches. 17 18 19 Ci'fY OF FORT WORTFI Alarmandale and Las Vegas Sntersection Impravements STANDARD CON5TRl1CTi0TI SPECIFICATION DOCIJ�ENTS project t�o: f 01591 Rcvisod Ju1y 1. 201 I 4061 �9-3 MAIAiTENANlCE BOND Page 3 of 3 l �i WITNESS WHEREQ�, the Arit�cipal and t�s 5urery have each SIGNED and SEALED this 2 instrument �y duly authorized agents and off'iaers on this the �st� day of January 3 , 20 �z 4 5 6 7 8 10 i! �� l3 l�4 15 16 17 18 19 ao 21 22 LJ 24 25 26 27 2$ 29 30 3l 32 33 34 35 36 � ATTEST: � - � ��t (Pria ip 5ecretary imess as to Principal , ATT�ST: _, � (5a�h') 5ec ry . � ��' � � Witnes� as to S ety PAINC[PAL: Rebcon, Inc. _ BY �,.. -=�� -.` � �, Signatut`e -' -�_il �dl ri<,_ I ___ I . � �� .. N me an itle Addreas: ��s� �. idorthwest liighw� �au�g, TX 7'S'�aD SURETY: Colonlal 1lmerican Casual and Suret Campany �i t and � osit Com of Ma land T�. � [ � ' . 8 ` .�.,� � .,� �V � 5ignature �ndrea Rose Crawford, Attorney-in-l�act Name at�d Title Address: '1a99 �urich 1P4'ay, 54h I�loor Schaumburst.IL 60195 Telephone Number: a47-fi05-6DOU 37 �No7e: If signed by an of�icer of the Surety Company, Chere rnust be on file a certified extract 38 from the by-laws shflwing that this person has authority to sign sucla obligation. If 3� Sutety's pl�ysical address is different fram its mailing address, both must be provided. 40 The date nf the bond sha11 not be priar #o the date the Contract is awarded. 41 CITY OF FORT WORTFI Alormandale and Las Vegas Intersection Impravcrr�ents STANDAR� CONST1tUCTIDN SPEClFICA710N I70CUM�N'fS ProjeG No; lQ159I kevised ]uly 1,.201 I ZUR[CH AM�1tICA.R' INSURANCE COiVIPANY COLONIAL AMr1i1CAN CASi1ALTY AIVA 3URF.TY COIVIPANY TIDGLIT'Y ANA DEPOSIT COMPANY (IFMARYLAIVD POV4 ER OF ATTORN�Y KNOW AI,L MEN BY THESF PItES�NTS: "fhat the ZURICH AM�RICAN [NSLIRAI�ECE COMPAN�Y, a satpnration of the State af New York, thc COLONIAL AM�RiCA1V CASUALTY AND SUI2�TY COMPANY, a wrpnration of tha State of lllinois, and the FIDEI.IT'Y AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Tllinois (herein collecfivefy called tlie "Companies"), hy Robert D. Murray, Vice President, in pursuance of autharity granted hy Article V, Section $, of the By-L�ws of said Companies, which are set forth on the reverse side hereof and are 6ereby certifi�d to be in full force and effect on che date hereaf, do hereby nominate, constitute, and appoint John William N�WBI', Trny Russell KF.Y, Debra Lee 1VIOON, Andrea Ros.c CRAWFORD, Sandra Lcc RDNFY, Linda Michellc STALQER, Suzannc Elizabeth NIEDZW�D7, 3heric Michcile GR�ENOUGH, Cheri Lynn 1RSY and ,ioshua D, TRTTT, all oF Addison, Texas, its true and lawful age�rt and Aitorney-in-Paet, to maka, execute, seal and deliver, far, and on its belialf as surety, and as its act and deed: xny and a!1 bonds and undertakings, and the execution of such bonds or undcrtakings in pursua�ice af these presents, shall be as binding upon said Companics, as fully and amply, to all intents and purposes, as if they had been duly executsd and acknowledged 6y the regularly elecied officers of t�ie ZURICH AMERICAN iNSURANC� COMI'ANY at its of�ice in New York, New York., t1�e regularly elected oflicers of the COLONIAL AM�RICAN CASUALTX AND SUR�TY COMPAIVI' at its office in Owings Milis, Marytand, and tlie regularly elected afficers of the rIDBLI'I'Y AND D�P05IT COMPAN'Y OF MARYi.AND at its office in Owuigs Mills, M�ryland, in kheir own proper persons. The said Vice 1'resident daes hereby certify that the extract set forth on the reverse side hereof is a true co�y of Article V, Sectian S, of the By-Laws of said Companees and is now in fQrec. j1�E WIINESS WHER�OF, the said Vice-President has h�reunto subscribed hislher names and a�xcd the Corparate 5eals oithe said ZURIC�[ AMERICAN INSURANCE COMFANY, COLOIVIAL AlY1FRTCAN CASUALTY AIYU SUR�TY COMPANY, und FIDELITY AND DEP05IT CQMPAI�T'i' OF MAItYLAND, tl�is Sfh day af March, A.D. 2020. v �u1H$ ��y 1#'�h��....�� y�a 9[tpq�f ti�9V4C�. r��l � ��fi� L �� R piM:3r �g ° Y�4 O�s�€+ .ry ��$� ,�a r,�y�� '� �w � K„ � yr�'w....N^�'� dVnl AA'� ~�NNp1itN11 A'I"I'ES'1': ZCTRIC}I �1MI:RICA1�' INSIll2AlYCE COMPANY COLONIA[. AMERICAIY CASUALTY A1�iD SiiRE7'Y CONiPANY riDEL1TY ANll DEPQ5IT COMPANY OF MAIi'YLAND ��`�-----�,_ By: Rohert D. Murray Vice President .�- 4 , �-,-�-.�G"��hG � 6YL1� .� By.� Dawn E. Brown Secretury Statc of Maryland Gounty ofBaltimore On this 5�' day ofMarch, A.D. 2�20, before the subscriber, a Nolary Public of the 5tate nf Maryland, duly cammrssianed and qualificd, RohertD. Murray, Vice President and Dawn E. Brown, Secret�ry of the Companies, to me persanally knuwn to be the individuals and afficers described in and who cxecuted thc preceding instrwnent, and acknowledged the exccution af samc, and being by me dnly swom, deposekh and saith, thaY he/she is the said ofFicer nf the Company aforesaid, and that the scals a�xed to the preceding instrument ere thc Corporate Seals af said Companies, and that the said Corporate Seals and the signaturc as sucl� afl6cer were duiy xffixcd and suhseribed ko the said instrument by the authority and direofion of the said Corporations. IN '['ESTIMUNY WHER�OF, ! have hereunto set my hand and at3ixed tny bfficial Seal the day and year Grst above written. `��ti,�u�3t�iit,� �,,.�r.?r.r..�fi�,r,., �iCrL.»�_�, 1 � ��•,•'';,,�:� �.,s� �-•r,.a,J : a� ;� � �s:� �� i ,i� �' F� jw =t •`- �, �t� Constance A. Dunn,lVuta Pu61ic •:�% l, `"'1}'3 ,;,}.,t rY �� a,rrY, t My Commission �xpires: 7uly 9,2023 �7f�INSvl�ti EXTRACT FROM BY-LAWS QF THE COMPANIE5 "Article V, Sectian 8, Attorneys-in-Cact. 'Che Chief Executi�c Officar, the President, or any �xecutive Vice ['residenr or Vice President mgy, by written instrument under tl�e attested corporate sea1, appoint attarneys-in-fact with authprity to execute bonds, policias, recognizances, stipulations, undertakings, or other likc instruments on behalf of the Company, and may authoriza afly officer or any such attorney-in-faot to affx the corporate scal theretq; and may with or without cause modify of revoke any such appointzuent or authprity at any time." CERTIFICATE I, the undersigned, Vice Preside�xt of the ZURiC�3 AMCRICAN INSURANC� COMI'ANY, the COLON[AI. AMERICAN CASUALTY AND 3URET1' CQMPANY, and thc FID�LITY AND ��P05IT COMPANY OF MARYLAND, do hereby certiiy that the faregoing Power of Attorney is still in full force and eli'ect on thc date of tlus aertificate; and I do further certify that Article 'V, 5eation 8, of the By- Larvs of the Companias is still in Eorce. This Power of Attprney and Certificate may be signed by faesimile vnder and by authority of the following resplution of the Board af Directors of the ZURIGI-L AMERICAN ITfSURA1�ECE CdMPANY at a meeting duly called and liekd on the 15th day of Decemher 1498. C2E50LVED: "That the signature of the President or a Vice President end thc altesting signature oia 5acretary nr an Assistant Secrctary and the Seal of the Company may be affixad Uy facsimile on any Power of Attornay...Any such P'ovver or any certificate thereofhearing such facsimile signature and seal shall be valid and hindiug on IheCompany," This Power of Attorney and Certificatc may he signed by facsimile under and by aud�arity of Che following resolution of the Board of Directors of the COLDNIAL AMEAICAl�! CASUAI,'CY AND SURETY COMPAl�lY at a meeting duiy calied and hald an the 5th day of May, 1994, and the follovuing resolution of the Board of Directnrs of ihe T'IDCI.TTY AND DEPOSIT CQMT'ANY OF MARYLAND at a mecting duly called and held on the l Oth day af May,1990. RES(3LVED: °That tha facsimile or mechaz►ically reproduced seal ofthe oampany and facsimile ar mechanically reproduced signature of any Vice-President, 5ecretary, or Assistant Secretary of the Coinpany, whether made heretofore or hereafter, wherever appearing upon a certifisd copy of any p.ower of Attorney issued by the Campany, shall be valid and hinding upon the Company with the same %rce and effect as though manually affixed. QV TESTIMONI' WHEREOF, I liave liereuntp subscribed my name and affixed the corporate seals of #he said Companies, t�715 281h _ daY O�Janvary 2022 �p��.u�ryq y}i IkSU • � �� or.�o ,r �, �o � �, � " ) ��A� � � �no r a �'��, a99a /��T r� 4 Sy6ryr`�......�+"�.�'� �� ,r.. �b•,,� nr�+�y�" - .—� � fj��___. ��a By: Brian M. Hodges Vice President TO REP�RT A CLATM WT`I'H R�GARll TO A SURETY BOND, PLEASE $iTBMIT A COMPLETEDESCRIPTIOI� OF THE CLAIM INCLUDING THE PRINCIPAL ON THE BOND, THE BOND NUMBER, AND YDUR CONTACT INFORMATION TO: Zurich Sure#y Claizns 1299 Zurich Way 5chaumburg, IL 6Q196-105b www.re ortsfclaiins uichi��,com 80Q-626-4577 � �� Ye��s Ir�por�c�n� I��ic� 1M�ORTANT NOTIC� To abtain information or make a complaink: Yau may call Zurich Nort� America's toll-free telephone number for information ar to make a complaint at: 1-800-38�-�'I �� Yau may contact the Texas Depar�ment of lnsurance to obtain information an companies, coverages, rights, or complainks at: 1-800 ��5�-3439 You may write the Texas Department of Insurance: P.O. Box 1499 04 Austin, TX 78714-910�4 Fax: (592) 49�-1Dfl7 Web; www.tdi.texas.gov E-mail: ConsumerProtection@tdi.texas,gov PR�MIUM OR CLAIM DISPU7�S: AVlS� IMPORiANTE Para obtener infarmacion o para presentar una queja: Usted puede llamar al numera de telefono gratuita cie �urich Norkh America's �ara obtener informacion o para pr�sentar una queja a1: 1-800-38�-�1 �U lJsted puade comunicarse con el Departamento de Se- guros de 7exas para obtener informaci�in sobre com- panias, coberturas, derechos, o que�as al: 1-800-��a-3439 Usted puec�e escrbir al Deparkamento de Seguros de Texas a: p,0. Box 149104 AuStin, TX 78714-91 Q4 Fax: {592) 490-10D7 Sitia web: www.tdi.texas.gov E-mail: ConsumerProtection@tdi.texas.gov Shou�d yau ha�e a dispute concerning your premium or about a claim, you should contact the company firs#. If the dispuie is not resolved, yau may contact khe Texas Department of Insurance, ATYACIi THIS NOTIC� TO YOUR PO�ICY: This notic� is for informatian only and does not become a part or conditian of the atfiached document. �ISPUYA5 �OR �'RliillAS DE S�GUROS O R�CLAMACION�S: Si tiene una disputa relacionada con su prima de seguro o con una reclamacion, usted debe comunicarse con la compania primero. Si la disputa na es resuelta, usted puede comunicarse con el Depar�amento de 5eguros de Texas. ADJUN7E �ST� AVISO A 5lJ �OLIZA: �ste a�iso es soiamente para proposikos infarmati�os y no se con- vierte en parte o en condicion del documento adjunko, U-GU-296-� (08115} Page 1 of 1 S�A��]D GEllTIER�L C�l�➢�I"T��llTS O]F 'I'� C�l�TS7['R��T�Ol� ��1�`�'RAC'g' GITY Of FORT WORTH STANDARDCONST[tUCTION SPEC�F[CATION bOCUMENTS Nnmiandale and Las Vegas Intersection Impro�ements Project No: 1D1591 Revision: 823JL021 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CO1�TEl�T� Page Article 1 — De irnitions and Terrninalogy . . .. .. . . ... .. ... .. . .. .. . .. . .. .. ... ..... . ... .. ... .. . .. .. . .. ... .. ... . ..... ... .. . I 1.01 Defuled Terms ............................................................................................................................... l 1.02 Tex�minolagy ..................................................................................................................................6 Artic�e 2 — Prelizxiiriary Matters ...... ... ........ ......... .......... . .... ........... . .... . ... .. . 2.01 Capies of Docuznents .......................�..,......,..............,................................................................. .7 . 2.02 Commencement of Contract Time; Notice to Proceed ................................................................ 7 2,03 Startir�g the Wark ...................................................................................... .8 2.04 Before Starting Construction ... . ..................... .... ...... ................... ..... ...... ..... ........... .... . ... .. ..... . ...... g 2.OS Preconstruction Con%rence ........................................�............................,............. . ............. g 2.06 Public Meeting ............................................�..................... ......... ...................... 2.Q7 Initial Acceptance of Schedules .................................................................................................... S Article 3— Contract Documents: Intent, Amending, Reuse ...................................... 3.01 Intent .............................................................................................................................................. S 3.02 Reference Standards� ............................................................................................ ........................ 9 3.03 Reportir�g and Resolving Di�crepancies .......................................................................................9 3.04 Amending and Supplexanenting Cantract Documents ......................................... ..........10 3.05 Reuse of Dncuments ................................................................................................................. 10 3.06 E�ectronic Data ............................................................................................................................ ll Article 4— Availability of Lands; Subsurface and Physical Conditi�ns; Hazardous Enviranmental Canditions; Reference Points ................................................................................. 1 ] 4.01 Availability of Lands ........................................................................ ,.......,................. 4.02 5ubsurface and Physica� Conditions ..........................................................................................12 4.03 Differing 5ubsurface or Physical Conditions .......................................................... .�... �2 4.04 Undexground Faeilities ...............................................................................................................13 4.05 Reference Points ................................................................................................ .1�4 4.Q6 Hazardous Envirorunenta� Condition atSite ..............................................................................14 Articlf; 5— Bonds and Insurance .......................................................................................... 16 5.01 Licensed Sureti�s and Insurers ..........................................................�......,......................,..........16 5.02 Performance, Payment, and Maintenance Bonds .......................................................................16 5,03 Certificates af Insurance ........................................................................................ .......16 5.(l4 Cantractor's Ir�urance ................................................,.,..............,..........................�...................18 S.OS Acceptance o#'Bonds and Insurance; Option to Rep]ace ...........................................................19 ArticIe 6— Contractor's Respa�sibilities .........................................................................................�......... 19 ..... 6.Q] Sup�rvision and Superintendence .............................................................. .................................19 CITY OF FQR'I' W�RTH STANDAI2DCONSTRUCTIpN SPEC[FICATION DOCUMENi'S Normandale and Las Vegas Iiitarsection In�pra�ements Revision: 8?3�102I Rroject No: 101 S91 �.42 6.03 6.04 G.05 6.06 6.07 b.48 6.04 6.10 6.11 6.12 6.13 6.1� 6.15 �.16 6.17 6.18 6.19 6.20 6.21 6.22 6.23 6.24 Labor; Working Hours ................................................................................................................2� Services, Materia�s, and Equipment ...........................................................................................20 ProjectSchedule ..........................................................................................................................21 SubstiS.utes and "Or-Equals" ....................................................................................................... 21 Concerivng Sul�contractors, Suppliers, and Others .................................................................... 24 WageRates .................................................................................................................................. 25 PatentFees andRoyaliies ...........................................................................................................�6 Permitsand Utilities ....................................................................................................................27 Lawsand Regulations .................................... .............................................................................27 Taxes......................... ..................................................................................................................2$ Useof Site and Other Areas ...................................................................................................... � 28 RecordDocwnents ......................................................................................................................29 5afetyand Protection....... ................................................,..........................................................29 SafetyRepresentative ..................................................................................................................30 Ha7ard Cammiuucation Prograrr� ............................................................................................. 30 Emergencies andfor Rectif'ication ...............................................................................................30 Submi�ttals ... ....... . . ............ .......... ................. .......................................... .................. . .... . ........... .... 31 Continuingthe Work............................. ......................................................................................32 Cantractor's General Warranty and Guarantee ..........................................................................32 Inderrn7ification.........................................................................................................................33 Delegation of ProFessiar�l Design Services ..............................................................................34 Rightto Audit ..............................................................................................................................34 N�ndiscrimination, . .............................................................................................. ,...................... 35 Article7- Other Wor� atthe Site ...................................................................................................................35 7.01 Related Work at �ite ...................................................................................................................35 7.02 Caordinatian ................................................................................................................................36 ArticleS - City's Responsibilities ...................................................................................................................36 8.01 Commwucatior� to Contractor ...................................................................................................36 8. D2 Furnish Data ................................................................................................................................ 36 8.03 Paq When Due .......................................................................................................................... .. 36 8.04 Lands and Easements; Reports and Tests ................................................. ..................................36 8.Q5 Cl�ange Orders .............................................................................................................................36 8.06 Insp�ctians, Tesis, and Apprv�als ..............................................................................................36 $.07 Limitations on City's Res�aaz�sibilities .......................................................................................37 S.Q8 Undisclosed Hazardous Envixanmental Condation .................................................................... 37 8.U9 Compliance w�h Safety Pxogram ...............................................................................................37 Articl� 9- Ci�y's Observation Status Durin� Construction ........................................................................... 37 9.41 City's Projeci Man�ager . . . . . . ..... ............... .... . .................. ... ........ ..... ......... ..... .. ..... . ..... ..... ..... .... .. 37 9.02 Visits to Site ................................................................................................................................ 37 9. 03 Authorize d V a.riatioxas in Wark . .. ... ..... .... .. ... .. ... ... .. ... .. ... ... .. ... ... .. ... ..... ........ .... .. ... .. ... ... ....... ... ... . 3 S 9.04 Rejecting Defecti�ve Wark ..........................................................................................................3$ 9.05 Determinations fax Work Performed ..........................................................................................38 9.06 Decisions on Requirements of Contz�actDocuments a�d Acceptability of Work .....................38 CITY OF FORT WD1tTH Norinandale and Las Vegas interse�tion lmprovements STANDARi7CON5TRlIC'IION SPECIF]CATION pOCUMCNTS PrnjectNo:10159� 12evision: 823IL(32t Articla 10 - Changes in the Work; Claims; E�tra Work ................................................................................ 38 10.01 Authorized Changes in the Work ...............................................................................................38 10.02 Unauthoriz�ed Changes in the Work ..� ........................................................................................39 10.03 Execution of Change Orders ...................................................................................�..,................39 10.04 Extra Work................ ..................................................................................................................39 10.05 Natification to Surety ..................................................................................................................39 10.06 ContractClaims Process .............................................................................................................40 Article 11 - Cost of tl�e Work; A]lowances; Unit Price Work; P1ans Quantity Measurement ......................4I 11.01 Cost of the �oxk .........................................................................................................................41 11.02 AI%wances ..................................................................................................................................43 11.03 Unit Price Work ........................................................................,.,.....................,.,....,...,..,...........44 ll.0�4 P1ai1s Quantity Measurement .........................,..............,.................................,..............,..,.........45 Article 12 - Change of ContractPrice; Change of Contract Time ................................................................. 46 12.01 Change af ContractPrice ............................................................................................................46 12.02 Change of ConiraetTim� .................................................,...........................................,..,..,.,......47 12.03 Delays ..................................�..............,.................,............,.................................................,.......47 Article I3 - Tests and Insp�ctians; Correction, Remaval or Acceptance of Defective Work ...................... 48 13.01 Notice of Defects .....................................�..,.............................,.............,...........................,.......48 13.02 Access to �Vork...........� ...............................................................................................................48 13.03 Test� and Inspections ..................................................................................................................48 13.04 Unco�ering Work ........................................................................................................................49 13.45 City May Stop the Work .............................................................................................................49 13.06 Correctian or Removal of Defective Work ................................................................................50 13.07 Correctian Period ............................�....................,........................,............................,................ SQ 13.08 Acceptance ofDefective Work ...................................................................................................51 13,09 City May CorrectDefective Work..........� ..................................................................................51 Article 14 - Payments to Contractar and Cornpletion ....................................................................................52 I4.01 Schedule ofValues ......................................................................................................................52 14.02 ProgressPayments ......................................................................................................................52 14.03 Cor�traetor's Warranty of Title ................................................................................................... 54 14.04 Partia�Uii�ization ........................................................................................................................55 14.05 Final Tnspection ........................................................................................................................... 55 14,46 rinal Acceptance........� ...........................................................�.....................................,..............55 14.07 Final Payznent ..............................................................................................................................56 14.08 FinaI Completzon Delayed a.ndPartialRetainage Release ........................................................56 14.09 Waiver of Clauns ........................................................................................................................ 57 Article 15 Suspension of Wark and Tei-mination ........................................................................................ 57 15.Q1 City May Suspend Work .............................................................................................................57 15.02 City May Terrnu�ate %xCause ...................................................................................................58 15.03 City May Terminate For Convenience .......................................................................................6Q Article16 -Dispute Resolutian ......................................................................................................................61 16.01 Methods and Frocedures .............................................................................................................61 CITY OP �'ORT WORTH Nonnandale aud l..as Vegas lntersectian Bnprovements STANAARDCON�TRUCTI(7N SPEC[FlCAT10N DOCLTMENI'S ProjectNo: ]OE591 E�evision: 823/20Q1 Article17 — Miscellaneous .............................................................................................................................. 62 17.01 Giving Notice .............................................................................................................................. 62 17.02 Computation of Tirncs ...................................................................... .......................... ................ G2 17.03 Cumulative Remedies .................................................................................................................62 17.04 Survival ofObligatians ...............................................................................................................63 17.05 Headings ......................................................................................................................................63 C1TY OF FORT WORTH Normandate and L�s Vegas Intersectivn Tmpravements STANf3ARPCONSTRUCTION SPECiPICATION DOCUMEI�iTS PrajectNo: ]U1591 Revision: 81231Z(�1 0072oo-i GENERAL CONDITION S Page 1 of 63 ARTICLE 1— DEFINIT�ONS AND TERMINOLOGY � � 0 � Deffned Terrr�s A. Whereverused iri these General Conditions or in other ContractDocuments, the terrns listed below have th� rnearvngs indicated which are applicable to bath the singula.r and plural theteof, and wards denotin.g gender shall include the �ascuIine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a conte� consistent with the definition of a lzsted-defined term, the term 5hall have a meaning as defined balow whether capitalized or italicized or otherwise. In addition ta terrns specifically d�f�ned, terms with initzal c�.pital letters in �e Contract Documents include references #o identif'�;d article� and paragraphs, and the titles of ather docurnents or forrr�. 1. Addenda—Writtenor graphic instcuments issued priar to the opening of Bids which clarify, correct, or change the Bidding Requirez�.ents ar the proposed Contract Documents. 2. Agr�ement—The written instr�ment which is evidenc� of the agreement between City aa�.d Contractor covering the Work. 3. Application fo� Payrnent The farm aeceptable to City which is tp be used by Contractor during the course of the Work in requesting progress or final payments and wh'rcb i� to be accompanied by such supporting documentation as is required by the Cantract Dacuments. 4, Asbestos—Any m�terial that contaans more than one percent asbestos and is friable or is relea�irig asbestos fbers izlto the air abave current action levels established by the i7nited States Occupational Safety and Hea�th Admic�istratian. 5. Award — Authorization by the City Council far the City to enfier into an Agree�nent. 6. Bid—The offer ar proposal of a Bidder subrrutt�d oz� the prescri�ed form se�ic�g forth ihe prices for the Wark to be pexformed. 7. Bidder—'I'he individual or entity who submits a Bid directly to City. 8. Biddi�g Dacuments The Bidding Requirements and the proposed Contract Documents (including aIl Addenda}. 9. BiddingRequirements Th� advertisement or Invitat�on to Bzd, Instructio�s to Bidders, Bid s�curity of acceptal�le form, � any, and the Bid Form with any supplements. I0. Businessl]ay— A business day is def�ed as a day thafi the City conducts normal business, generally Monday through Friday, except far federal or state holidays observed by the City. 11. Calenda�Day —A day consisting of 24 hours rneasured from miclnighi to the next midnight. CITY OF FORT WORTH Norma�idale and Las Vagas lntersection Intprovements STANDARDCpNST2UC1'14N SPECIFICAT[ON DOCUMENTS ProjectNo: ]U1591 RevisiQn; $�23r1.(l�I oo7zoo-� GE.NERALCOND1710N S Page 2 af 63 12. Change Order—A dacument, which is prepared aud approved by the City, which is signed by Contractor and City and authorizes an addition, deletion, or revision in the Work ar an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 13. City— The City of Fort Worth, Te�s, a home-rule municipal corparation, authori2,ed and chartered under the Texas State Staiutes, acting by its gaverning body through its City Manager, his designee, or agents authoriz�d uz�der his beha�, each of which is required by Charter to perform specific duties with responsibility for final enforcement of the contraci� involving the City of Fort Worth is by Charter vested in the City Managex and i� the entzty with whom Contractor has entered inta the Agreement and for whom the Work is to be performed. 14. City Atto�ney — The official�y appointed City Attorney of the City of Fort Warth, Te�as, or his duly aufhor�zed representative. 15. City Council - The duIy elected and qualified governing body of the City af Fort Worth, T�X�S. 16. City 11�lanager -- The offici�lly appoirned and auihorized City Manager af the City af Fort Worth, Te�€as, or his duly authorized representative. 17. Contract Claim—A demand ar assertion by Ciry or Contractor seeking an adjustment of Contract Price or Contract Time, or both, ar ather relief with t'espect to the terms of the Contract. A demand far money or services by a third party is nat a Contract Claim. 18. Contract The entire and integraied waritten document between the City and Con,t�actor concerning t�ie Work. The Contract contains the Agreerrzent and all Contract Documez�ts and supersedes prior negotiations, representations, or agreements, whether written or oral. 19. Contract Documents—Tl�ose itern� so designated in the Agreement. All iten� listed in the Agre�ment are Contract Docwnnents. Approved Submittals, other Contractor submittals, and the reports and cUrawings of subsurFace and physical conditions are not Contract Documents. 20. Cont�act Price—The moneys payable by Ciiy to Contractar for completion of the Work in accordance with the Contract Dacurnents as stated in the Agreement (subject to the provisions of Paragraph 11.q3 in the case of Unit Frice Work}. 21. Cont�-aci Time The number of days or the dates stated in the Agreement to: {i) achieve Milestones, if any and (ii) compiete the Work so tlaat it �s ready for Final Acc�ptance. 22. Cont�actor T`�e individual or entity wit11 wham City has entezed into the Agreement. 23. Cost of the Wo�l��ee Paragraph 11.01 of these General Conditions for definition. C1TY OP FpRT WQRTH Normantlale and Las Vegas Tntersection lmproveme��cs STANDARDCONSTRUCT[ON SFECIfICATIDN DOCUMENTS ProjectNo:101591 Revision: 823/1021 oa �z �o - i GENERALCONd1714N 5 Page 3 of 63 24. Darrrage Cl�xin�r — A demand for money ar sexvices arising from ihe Project or Site from a third party, City or Contractor exclusive of a Contract Claim. 25. Day or day— A day, unless othervvise de�ed, shall mean a Calendar Day. 26. Director of Aviation — The o�ficially appointed Directar of tJ�e Aviation Department of the City of Fort Wortka, Texas, or his duly appainted representative, assistant, or agents. 27, Directo� of Parks and Comrrt�.snity Service� — The of#icially appointed Director of the Parks and Cornmu,uity Services Department oithe Ciry of Fort i�Vorth, Tex�s, or his duly appointed representative, assistant, or agen�s. 28. Director of Planning and Develop�nent — The officia.11y appninted Director aF the Planning and Developrnent Departm�nt of the City o� Fort Worth, Texas, ar his duly appointed representaiive, assistant, ar agents. 29. Director of Transpo�tcttion Public Warks — The officially appointed Director af fihe Transportation Fublic Works Department af tiie �ity of �'ort Warth, Texas, or his duIy appointed representative, assistant, or agents. 30. Dfr�ector of Water Department — The officially appointed Director of the Water Department of the City of Fort Worth, Texas, or his duly appoitited representative, assistant, or agents. 31. DYawings--That part af the Cor�txact Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be perfarm�d by Contractar. Submittals are not Drawings as so defitxed. 32. Effective Date of the Ag�eement—The date indacated in the Agreement an which it becomes effective, but if no sueh date is indicated, it means the datc an which the Agreement is signed and delivered by the last of the fwo parties to sign and deliver. 33. EngineeN—The licensed professional eng�eer or engineering firm registered in tha State of Texas perfoi��i��g professional services far the City, 34. Ext�a Work — Additional work made necessary by changes or aIterations of tbe Cantract Documents or of quantitie� ar for other reasons for whi�ch no prices arepravided in the Contract Documents. Extra waxk shall be part of the Work. 35. Field Order —A wrrtten orde�• issued by City which requires changes in the Work but which does not involve a chang� in the Contract Price, Contract Tirne, or the intent of the Engineer. Fie�d Orders are paid from Field Qrder Allowances incorporaied into the Coniract by funded woark type at the time of award. 36. Final Acce�tance — The writien notice given by the City to the Contractar that the Work specified in the Contract Docurnents h.as heen cornpleted to the satisaFaction of the City. CITY OF FORT WORTH Norm�dale �nd Las Vegas Intersaction ]mprovements STANDARDCON3TRUCTION SPECIrIGAl'ION DpCIJMENTS PrnjectNo:101591 Revisian: Wi320�.1 D0720D-f GENEl3AL CON�ITIDN 5 Page 4 of 53 37. Final .Inspection — Ir�pection caxaried out by the City to verify that the Contractor has comple#ed the Work, and each and e�ery part or appurtenance thereof, fully, �ntirely, a�d in conformance with the Contract Documents. 38. Gene�al Requirements—Sections of Division 1 of the Contract Documents. 39. Huza�'dous Environmental Canditiora—The presence at the Site of Asbestos, PCBs, Petroleum, Ha�ardous Waste, Radioactive Material, ar other mate:rials in such quantiiies or cireumstances that may present a subs�antial danger to persons or property exposed thereto. 40. Hazar�daus Waste Ha7ardous waste is defined as any solid waste listed as hazardous or po�sesses one or more hazardous cbaracteristics as defined in the federal waste regulafizo�s, as arnended fram time to time. 41. Laws and Regulataorrs—Any and all applicable ]aws, rules, regulatiotas, ordinances, codes, and orders of any and all governrnental bodies, agenci�s, authorities, and courts ha�ing jurisdiction. 42. Lie�zs—Charges, security irit�rests, or encumbrances upon Project funds, real property, or personal property. 43. 1Vlajor Iter�a-- An Itern of wark inclu�ed in the Contrac� Documents tha# ha� a total cost equal to or greater than 5% of the ori�ginal Contract Price or $25,ODQ whichever is 1ess. 44. Mflestone- A principal event specified iri the ContractDocuments relating to an ic3termediate Contract Time prior to Firaal Accepfiance of the Work. 45. Notice of Award—The written notice by City to the Suceessful Bidder staiing tY�at upon tirnely compliance by the Successfial Bidder with the cond�tions �recedent listed therein, Ciiy will sign and deliver the Agree�rnent. 45. Noiice to Proceed A writtennotice given by City to Contractor f�ing th� date on which the Cantract Tirr�e wilI commence to run and on which Contractor shali stari to pex�arm the Work specified i.n Contract Documents. 47. PCBs Polychlorinated biphenyl�. 4$. Petraleuna--Petraleum, including crude oil or any fractian thereof which is liquid at standard conditions of temperature and pressure (6� degrees Fahrenheit and 14.7 pounds p�r square irzch absolute}, such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kernsene, and oil mixed wikh nther non-Ha�ardous Waste and crude oils. �9. Plans — See definition of Drawirjgs. CITY OF FOK1' WORTH Nonnx�idale and Las Vegas Intersectiou Improvements STAl�IDARDCONSTRUCTlON SPECIF[CATION DOCUM�NTS ProjectNo:101591 Revision: &23/1�21 oo�zoo-� GENERAL CONDITION 5 Page 5 of 63 S0. Proj ect Schedule A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the acti�ities campxising the Contractor's plan to accornplish the Woxk within the Cont�act Tune. 51. P�oject—The Wark to be pe�ornr�ec� under the Contract Documents. 52. Pxojec�Manager The authorized representative Qf the City who will be assrgned to the Site. 53. Publac Meeting — An annou,nced meeting conducted by the City to facilitat� public participation and to assist the public in gaining an informed view of the Project. 59�. Radioactive Mate�iar �ource, special nuclear, ar byproduct maierial as de�'rned by the Atamic Energy Act of 1954 (4� USC Section 2011 et seq.) as arnended from time to fiime. 55. Regular� Working Hours — Hours begiruling at 7;�0 a.m, and andirig at 6:0� p,m., Monday thru Friday (exclud�g legal holidays). S6. Sa�ples Physical examples of materials, equipment, or workmanship t�aat are representa#'rve o�'some portioz� af the Work and which establish the standard� hy which such portion of the Wark will be judged. 57. Schedule of' Subminals—A schedule, prepared and ma,intained by Contractor, of required submittal� and the time requirements to support schedu�ed performance of related canstruction activities. 58, Sch�dule of Values—A schedule, prepared and rnaintained by Contractar, allncating portions of tlie Contract Price to various portions of the Work and used as the bas�s �ar reviewing Contractor's Applications for Payment. 59. Site—Lands or areas indicated in the Contract Documents as being fu�rz�ished by City upon vvluch the Work is to be performed, including rights-of-wa�, pertruts, and easements for access thereto, and such ather lands furnzshed by City wYuch are designated for the use of Contractar. 60. Spec�cations That part di the Contract Documents consisting of w�•itten requirernent� for materials, equipment, sy�tems, standards and workmanship as applied to the Work, and certain administrati�e requirements and procedural rnatters applicable thereto, Spec�cations may be specifica�iy made a part of tha Contract Document� by attachment or, iF nofi attached, may be incorporated by reference as indicated in �he Table of Contents (Division 00 00 00) of each Project. 51. Subcontr�actor An indi�id�al or entify having a direct contract with Contractor or with any other Subcontractar for the performance of a part ofthe Work at the Site, CITY O�' FQRT WORTH NOrmandale and l,as Vegas lntersection lntprovemenls STAIVDARDCONSTRCICTION SPEC[F[CATI�N DOCUMENTS YrojectNo:101591 Revision: 823I�(}2.1 Oq7200-1 GENERAL CON�ITIQi� S Page 6 af 63 62. Submittals—A�l drawings, diagrams, ill�astratians, schedules, and other data or infor�nation wSuch are specifica�ly prepared or ass�mbled by or for Contractor and suhmitted by Contractor to illustrate some partion of the Work. 63. Substantial Completaon — The stage in the progress of the Proje�t when the Work is sufficiently camplete in accordance with the Contract Documents for Final Inspection. 64, Successful Bidder The Bidder submittirtg the lowest and most respon,sive Bid to wham City makes an Award. 65. Superiratendent— The repr�sentative of'the Gnnh•actar who is available at all times and able to receive mstructions from the City and to act foar the Contractor. 66. Supplementary Condition� That part of the Contract Docurnents �rhich amends or supplements these General Conditions. G7, Supplie� A manufacturex, fabricator, supplier, distributor, materia�a�.an, or �endor having a direct contract with Cantractor or with any Subcontractar to furnish rnateria�s or equipment to be incorparated in the Work by Contractor or Subcontractar. 68.Ilnderground Facilities—All underground pipelines, conduits, ducts, cablas, wires, rnanhojes, vaults, tanks, turynels, or other such facilities or attachments, and any encasena�er�s containing such facilities, including but not lirnited to, �hose that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, was#ewat�r, storrr� water, other l�quids or chemica�s, or traffic or other control systems. 69 Unit Price Work--5ee Paragraph 11.Q3 of these Gen.exal Conditions for definition. 70. Weekend Working Hours — Hours beg�nning at 9:00 a.m and ending at 5:00 p.m,, Saturday, Sunday or legal holiday, as approv�d in advance by the City. 71. Work The entire construction or the various separately i�lent�able parts thereaf required to be provided under the Con�ract Documents. Work in.cludes and is the result of perf�ormirig or providing all labor, sez�vices, and documentaiion necessary to produce such canstruction including any Change Order or Field Order, and furnishing, instailing, and incorparating all materials and aquipnaent into such construction, all as rec�uired by th� Contrac� Dacuments. 72. Working Dcry — A worlang day is de�'ined as a day, not including Saturciays, Sundays, or legal holidays authoriz�ed by the City for contracfi purposes, in which weather or other conditians not under the control of the Cant�actar will perinit the perfarmance of ihe principal urv.t of vFrork underway for a continuous perioci of not less than 7 ho�s between 7 a.m. and b p.m. 1,02 Tet-minalogy A. The words and terms discussed in Paragraph 1.02.B tl�-ough E are not defined hut, when used in the Bidding Requ�rements or Contracfi Docutnents, have the indicated meaning. B. Intent of Certain Terfns orAdjectives.• CITY OP FORT WORTH Nonnaitidaie and Las Vegas It�Eersection lmproven3ents STAA]DA3tT]LQN57RUCTION SPECIFICAT[4N DpCUMENTS Pro�{ectNn:101591 Revision: 8232D21 0092D0-1 GENERALCONDITIDNS Page 7 af 63 1. The Cantract Dacuments include �1� t81'ri]S "as allou�ed," "as approved," "as ordered," "a5 d`urected" or ferms of like effect or import to aufhorize an exereise of judgment by City. In addi�ion, ihe adjectives "reasonable," "suitable," "acceptable," "propex," "satisfactory," or adjectives of like effect ar import are us�d to descri�e an action or deter�nation of City as to t�ie Work. It i� �,tended that such exe��ci�e oi professianal judgment, actian, or deterrmination will be solely to evaluate, in general, the Wo�k for complia.nce with the information in the Cantract Documer�ts and witll tl�e design cancept of the Project as a functioning whale as shown oar indicated in the Contract Documents {unless there is a specifre statement indica�tin�g atharwise). C. Defective: I, The word "defective," when modifying tile word "Work," r�fers ta Work that is unsatz�factory, faulty, or deficient in that it: a. does not coanform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Cantract Documents; or c. has been daznaged prior to City's written aeceptance, D. Fu�nish, InstaZl, Pe�f'orn� Provide: 1. Tk�e ward "Furnish" ar the word "Install" or the word "Perform" ar the ward "Provide" ar the word "�uppiy," or any combination or similar directive or usage thereof, shall mean furnish�g and inc�rporating in tk�e Work iricluding all necessary ]abor, materials, equipment, and everything necessary to perform the Woxk indicated, uzaIess speci�cally lirnit�d in the conte�# used. E. Unless stated otherwise in the Cantraet Docunr�ents, words or phrases t.�at ha�e a�vell-known technical or construction industry or tradE meaning ar� used in the Contract Documents in accordance with such recogruzed mea�ung. ARTICLE 2 — PRELIMINARY MATTERS 2.d1 Copies ofDocuments City shall furnish to Contractor one (1) arigirial Contract Documents, and four (4) aalditional cc furnished upon request at the cast of reproduction. ex�cuted copy and one (1) electronic copy of the pies of the Drawings. Additional COp1�5 will be 2.02 Conamencement of Cont�act Tinae; Notice to Proceed The Contract Tirne will commience to run on the day inciicated in the Notice to Proceed. A Notice to Proceed may be given no earlier than 14 c�ys after the Effective Date af the Agr�ement, unless agreed to by both pariies in writing. CI1'YOF FORT WOItTH I�ormandale and Las Vegas Incersectinn Impcovements STANDARDCQNSTRUCT[ON SPECIFICATION DOCUMENT� ProjectNv:lQ1591 Rcvision: 8232021 � 007200-1 G�NERAL CONn1fI0N S Page 8 nf 63 2.03 Starting ihe Work 2.04 2,05 Contractar sha13 sta.rt to perform t1�e Work on the date when the Contract Time comrnences to run. No Work shall be done atthe Site prior to the date on which the Contracf Time commences to rut�. Befare StartingConsiruction Baselfne Schedules: Subrnit in accordance with the Contract Documents, and priflr ta starting the Work. Precanstruction Conference Before any Work ai the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Docum�nts. 2.Q6 Public Meeting Contractar may not mobilize any equiprnent, materia�s ar resources tn the Site pxior to Contractor attending the Public Meeting as scheduled by the City. 2.i17 Initial Acceptance ofSchedules No progress payrnent shall be ma.de to Contractor until acceptable sehedules are submitt�d to City in aceord�nce with the Schedule Specification as pravided in the Contract Documents. ARTICLE 3— CONTRACT DOCUMENTS. INTENT, AMENDING, REUSE 3.01 1`�tent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It �s the intent of the Gontract Doeuments ta describe a funetionally corbplete project (or part thereo� fo be �onstructed in accordance with the Con�ract Docurnents. A.ny �abor, docurnentation, services, materials, or �quiprnent tlsa� reasonably may be inferred from the Contract Dacuments or fram prevailing custom or ixade usage as �eing required to produce the indicated result wi]1 be provided whether ar not specifically called for, at no additional cost ta City. C. Clarifications and interpretations of the Contract Docwnents shaI1 be issued by City. D. The �pecafi�ations may vary in farm, format and sfyle. Some Specif'ication sections may be vvritten in varyi�ng degrees af streamlirzed ar declarativ� style and same sections may be relatively narrative by comparison. Omissian of such words and pJ�u�ases as "the Contractor shall," "in CQI]f�17�l11}� WIil7," "a5 shown," Oi "aS specif'ied" aT� intentional lll 5�1'eall]I1TI�C� SeC�IOI]S. Orrritted wards and phrases shall be supplied by i�ference. Sitnilar types ofprov�sions may appear in various parts of a section or articles wiilvn a part depending on the forrnat of the CITY QF FORT WOR"1'f-1 Normandale and Las Vegas Intersectinn lmproveineiits 3TANDARBCQNSTRUCTION SPECIFICAT[DN DOCUMENi�5 ProjectNo:101591 Revisinn: 823/�OZf 00 �z ao - � GENERAL CON�ITION S Page 9 of G3 3.02 3.03 sectian, The Contractor shall not take advantage af any variation vf form, format or sty�e in making Contract Claims, E. The cross referencing af specification sections under the subparagraph heading "Related Sectians inc�ude but are not necessarily Iimited to:" and eIsewhere within �ach Specification section is pravided as an aid and convenience to the Coniractar. The Contracfor sha11 not rely an the cross referencing provided and shall be responsible ta coordinate the entire Work under th� Contract Docunraents and pravide a complete Project whether or nat the cross referencing is provided in each section or whether ar not the crass referencing is complete. Refe�es�ce Sta�dcsrd,s A. Standards, Specifications, Codes, Laws, and Regulations 1. Re%rence to standards, specifications, manuals, or cQdes of any technical society, organiz,ation, or association, or ta Laws or Regulaticjjns, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, ar Laws or Regu�atians in eff�et at the iime of opening of Bids (or on the Effeetive Date of the Agreement if there were no Bids), except as �x�ay be otherwise spec�caliy stated in the Cantract Dacuments. 2. No provision o� any such standard, specifica�ion, manual, or code, ox any instruction of a Supplzer, shall be effective to change the duties or responsi�ilities of City, Coniractor, ar any of fheir subcontractors, consultants, agents, or eznployees, From tho�e set forth in the Contract Dacuments. Na such provision or instruction shall be effective ta assign to City, or an� of its officers, directars, members, partners, employees, agents, consultants, or subcontractors, any duty or autharity ta supez�viise or d�rect the performauce of �he Work or any duty ar authority to unciertalce responsibility inconsistent with the provisions of the Cantract Doeumeants. RepoYti�g and ResolvingDiscrepancres A. Reporting Disc�epancies: Contractor'sReview ofCantractDocumenls Befot-e Starting Work: Before uzadertaking each part of the Wark, Contractor shall carefully study and compare the Contract Documents and check and verify pertinen�t figures fiherein against a�l applicable field measurernents and canditions. Contraetor shall pram�tly report in writir�g to City any conflict, �rror, ambiguity, or discrepancy which C�ntractor drscavers, or has actual know�edge of, and shaIl obtain a written interpretation ar clarificatian from City before proceeding with any Work affected thereby, 2. Contractor's Review of Contract Docu�rtents During Per�forrnance of Wark; If, during the performance of the Work, Cantractax discavers any conflict, errar, ambiguity, or discrepancy withir� the Cantract Dacuments, or beiween the Contract Documents and (a) any applicable Law or Regulatian ,{b) any standard, specification, manual, or cade, ar (c) any instruction of any Suppliear, then Cont�actor shall prompily report it tfl City in w�riting. Contracior shall not proceed w� t�ie Work affected thereby (except it� an emergency as required by Paragraph CITY QF FORT WQRTH I�Iarmandale and Las V�gas Intersection Improvements ST�IIDARDWi�STRUCT]ON SPECfFICATfON bpCUMENTS ProjectNo: [0[59] Revision: 8�13/1021 ao�zoo-� GEIVEWIL CON� ITION S Page 10 af 63 6.17.A} unt� an amendment or supplement ta the Contract Documents has been issued by one of the methods indieated in P axagraph 3.OA�. 3. Contractor shall not be liable to City far failure to report any conflict, error, ambiguity, or d�screpancy in the Contract Documents w�less Contractor had actual knawledge thereo£ B. .t�esolving Disere�ancies: 1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Docurrients shall take precedence in resalving any conflict, error, ambiguity, or di�crepancy between ihe provisions of the Contract Docunaents and the provi�ions of any standard, specification, rnanual, or the instruction of any Supplier (whether �r not specifically incorporated by reference in the Contract Docwments). 2. Ir� cas� af discrepancies, figured dimensions shall govern aver scaled clamensions, PIans shall govern over Specifications, Suppletnentary Cond'hions sha11 govarn aver General Conditions and Specifications, and quantities shawn on the Plans sball govern over those skown in the proposaL 3.04 Amending and Suppie�enting ContractD�cuments A. The Cantract Documents may be am�nded to provide for additions, deletidns, and revisions in the Work or to rnodify the terms and conditions thereof by a Change Order. B. The require�nents of the Contract Dacuments may be supplemented, and minor varia.tions and d�viations in the Work not involving a change in Coniract Price or Contract Tirne, may be authorized, by one or more of the following ways: 1. A Field Order; 2, Ciry's review of a Submit�al {subject to the provisions of Paragraph 6.18.C); or 3. City's written interpretation ar clari�'ica�ion. 3.OS Reuse of Docu�nents A. Contractor and any Subconlractor ar Supplier shall not: 1. have or acquire any title to or ownership rights in any of the Draw�gs, Specificafiions, or other documents (ar copies of any therea� prepared by ar bearing the seal of En.gineer, includit�g electronic inedia editions; or 2, reuse any such Drawings, Specif'�cations, other documents, or copies thereof on e�ensions of the Project or any other project without written consent of Cit� and specif'ic written verif'icatian or adaptation by Engineer. CI'�YOF FORT WORTH Normandalc and Las Vegas Intersection Improvements 5TAN�ARDCON57'RUCT[DN SPECIPICATiON DOCUIVI�NTS ProjectNo:10lSIi Revision: 8I1312[l�l no�aoo-t CENERAL CONDIT10�i S Page 11 of 53 B. The prohibitions of this Paragraph 3.05 will sutvive final payment, a�• termmation of the Contract. Nothing herein sha.11 preclude Cantractor from retaining copies of th� Coritract Docuinents for record purposes. 3.06 Electronic Data A. Unless otherwise stated in the Supplernentary Conditions, the data furnashed by City or Engineer to Contractor, or by Contractor to City or Engineer, that miay b� relieci upon are limited to the printed copies included in the Contract Dacuments (also known as hard copi�s) and aiher Specifications referenced and 1Qcated on the City's on-line electranie document management and coilabaration system site. Files in electronic med�ia format of text, data., graphics, ar other types ar� furnished only for the conv�nience of the recei�ing party. Any conclusion ar inforrzaation abtained ar deri�ed from such electronic files will be atthe user's sole risk. Ifthere is a discrepancy beiween the electronic f�les and th� hard copies, the hard copi�s govern. B. When ixansferring documents in electeonie media forn�at, ihe transfexring parry makes no representatiQns as ta long terrn eampatibility, usabiliry, or readability of documents resultin�g from the use of software application packages, operatmg systems, or computer l�ardware �ifferit�g from those used by the data's creator. ARTICLE 4— AVAILABILITY OF LANDS; SUB SURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRQNMENTAL C�NDITTONS; REFERE�iCE POINTS 4.fl1 Availability ofLands A. City shau furni.�h the Site, City sl�all notify Cpnt�actor of any encumbrances or restrictzar�s not of generaI app�ication but 5pecif'ically related to use of the Site with which Contractar rnust comply in perfarming the Woark. Ciry will obtain in a timely manner and pay for easernents for perznanent struciures ox permanent changes in e�isting facilities. The City has obiainad nr anticipates aGquisition oi and/or access to right-of-way, andlol• easements. �y outstanding r�ght-af-way and/or easements are anticipated to be acquired in accardance withthe sehedule set forth in tlae Supplementa�ry Conditinns. The Project Schedule subzxaitted by the Contractor in accordance with the Contract Docurnen.ts must consider any outstanding right-of-way, ancUor easements. 2. The City has or anticipates remo�ing and/or reloc�tmg utilities, and obstructions to the Site, Any outstanding removal ox xelocation of utiliti�s or obstructions is anticipated in accordar� with ihe schedule setforth in the Supplementary Conditions. The Project Schedule submitted hy the Cantractor in accarciamce with the Contract Dacuments must consider any outstanding utilities or obstructions to be removed, adjusted, and/or xelflcated by others. B. Upon reasonable written zequest, City shall fi�rnish Contractor with a current statement of record legal title and Iegal description of the lands upon whieh the Work is to be performed. GITY OF FOR'T' WpRTH STAIVDARD WNSTRU CT14N SPEC[F ICATION DOCUMENTS Norrnandale and Las Vegas ]ntersection Impro�em�nts Revision; 823/LD2] prajectNo: 101591 0072O.D-1 GENERAL CON�ITION 5 Page 12 of 63 C. Contractor sk�all provide for all additional �ands and access thereto that rriay be requir�d for construction facilities or storage of rnater�al� and equipmenY. 4.02 Subsurfetce andPhysical Conditions� A. RepoYts and Drawings: The Supplem.entary Candit�ions identify: 1, those reparts known to C�ity of explorations and tests of subsurface conditions at or contiguous ta tha Site; and 2. those dxawings known to City of physical conditions relating tp existing surface or subsurface structures at tlie Site (except Undergrouxxd Facilities}. B. Limited Relicxnce by Cantractor on �'echnical DataAuthorized.• Contractor may rely upon the accuxacy of the "teck�z�ical data" contain�d in such reparts and dravcrings, but such reports and drawings ara not Confract Documents. Such "tecbnical c�ata" is identified in the Supplementary Canditions. Contractar may not make any Contract C�aim agaanst City, or any of their officers, directors, members, partners, employees, agents, consultants, or sut�contractors wiih respect to: 1. the completeness of such reports and drawings for Cantractor's purposes, includi�ig, but not limi�ed to, any aspects of the means, methods, techniques, sequences, and procedures of consfiiruuction to be err�ployed by Contractar, and safety precautions and programs incident thereto; or 2. other data, interpretations, apinians, and infarmation contained in such reports ar shown or indicated �a such drawings; or 3. any Con�ractor interpreta.tion of or conclusion drawn from any "technical data" or any such other ciata, interpretations, opuuons, or information. 4.03 DiffeYingSubsurface o� Physical Conditio�as A. N�tice: If Contractor believes that any subsurface or physical condition that is uncavered or revealed either: 1. is o� such a nature as ta establish that any "kechnical data" on which Contractar is entitled to rely as provided in Paragraph 4.D2 is materialiy i�aaccurate; or 2. is of such a nature as to reyuire a change u� the Contract Documents; ar 3. d�fers mater�ally fromthat shown or indicated in the ContraciDocurnents; ar 4. is of an unusual naiure, and di#�`er� materially from conditions ordinarily encountered and generally recogi�i�.ed as i�iherent iti work of the character pxovided fox in ihe Contract Documents; CITY OP FORT WORTH I�}ormandale and Las Vcgas Interseccion Improveme»is STANDARDCONSTR[1C'C]ON SPGG]FiCAT10N DOCUMENTS PrnjectNo:1�159] Revision: 81L32(121 007200-1 GENERAL C4NDITION S Page 13 of 63 then Contractor shall, proznpily after becaz�nu�g aware thexeof and before further dish�rbiz�g the subsurfaee or physical cnnditions or p�rfarzning any Wark in cannection therewith (excep� in an emerg�ncy as required by Paragraph 5.17.A), notify City in writing about such conditian. B. Passible Priee ar�d Time Adjustments Confractor sha.11 not be entitled to any adjustment in tihe Gontract Price or Contract Tirne if: 1. Con�ractor knevv of the e�istence of such condi#ions at tI�e time Contractor made a fma] commitment to City with respectto Contt-actPrice and Cantract Time by the subrnission of a Bid or becaming bound under a negotaated contract; or 2. the existence of such condition could reasonably have bean discovered or revealed as a result o�tbe e�amination of the Contract Dacuments or the Site; or 3. Con�ractor faiied to giue the written notice as required b� Paragraph 4.03.A. 4.04 Unde�groundFacilities A. Shawn or Indicated.• The information and data shown ar inrlicated in the Contract Documents vvith respecito existiz�g Underground FaciIities at pr contiguous to the Site is based on information and data fi.irnished to City or Engineer by the owners of such Underground Facili�ies, including City, or by others. Unless it is otherwise expressly pravided in the Supplementary Conditions: 1, City and Engineer shall ndt be respor�sible for the accuracy ar completez�e�s of any such informatian or data provided by others; and 2. the cost af all of the fallowing will be in,cluded in f11e Contract Price, and Contractar shail have full responsibility iax; a, reviewing and checking all �uch information and data; b. locating alI Underground Facilities shawii or indicated in #he Contract Documents; c. coordination and adjustrnent of the Work with #he ovcrners of such U�derground Facilities, includang City, during construction; and d. th� safety and protectzon of all such Underground Facilities and repairing any daznage thereto resta�ting from the Work. B. NotSlzowr� o�Indica�ed.• 1. If an Underground Facility which conflicts witY� t.he Work is uncavered ar r�vealed at or contiguous to the Site which was not shawn or indicated, or not shown ar indicated with reasonable accuracy in the Contract Documents, Contractar shall, prarraptly after becorning aware thexeof and befaxe further disturbing conditions affecied thereby or performing any CITY Oi� F�RT WORTH Nonnanda}e and Las Vegas ]ntersection Iin}�rovements 5Tt1NDARIICpNSTRUCI'IOTi SPECIFjCAT10N DOCUME�ITS ProjectNo:1�1591 Revisian: 8JZ3l102,1 ooaaao-i GENERAI. CpNDITION 5 P age 14 of 63 Work in connection therewith {except in an emergency as required by Paragraph 6.17.A}, identif'y the ovvner af such Underground Facility and give notice to that owner and to City. City wiil review the discovexed Underground Faciliiy and deterrnine the extent, if any, to which a change may be required in the Contract Document5 to reflect and document the consequences af the existence or location of the Underground Facility. Contractor sl�all be responsible �or the safety and prntection of such diseoverad Undergraund Faei�ity. 2. If City concludes that a ckaange in ihe Contract Documents is required, a Cha�ge Order rnay be issued to reflect and docurnent such consequences. 3. Verification of existing utilities, structures, and serwice lines shaIl include natif'ication of all utility companies a minimum of �k8 hours in advance of construction in.cluding exploratory excavation if necessary. 4.05 Rsference Points A. City shall provide engineering surveys to establish reference points for construction, which �n City's judgment are necessary to enable Cantractor to proceed with the Work. City will provide construction stakes or ot�er customary methad af rnarking to establish line and grades for roadway and utility construction, centerlines and benchrnarks far bridgework. Contractor sha�l protect and preserve the established reference pain�ts and property monuments, and shaIl make no changes ar relaeations. Cantrac�or shau report to City whenever any reference point or praperty monument is Iost or destroyed or requires relocation because of necessary changes in grades or locations. The City shall be responsible for the replac�mcnt or relacatian of reference poirits or property monuments not carelessly or willfi�lly destroyed by the Contractor. The Contractor shall �otify City in advance and with sufficient turie to avoid delays. B. 'Whenever, ul the opinion af the City, any reference point or monument has been car�lessly ar willfully destroyed, disturbed, or removed hy the Contractor or any of his employees, the full cost for replaeing such points p�its 25% will be charged against the Con�ractor, and the futi amaunt wilI be deducted fram payment due the Contractoz�. 4.06 Hazardous Environmental Condition atSite A. Repopts and D�awings: The Supplementary Conditions identify tYaose reports and drawings known to City relating to Hazardous Environrnental Conditions that have been identifed at the Site. B. Lirniied Reliance by Contt�actor on TechnicaZ Data Aa�t�iorized: Cnnt�•actor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Coniract Documents. Such "technical data" is identafied in the �upplementary COi7C�lii017S. Contractor may noi make any Contraci Claim against City, or any of their offic�rs, cl�rectors, members, paxtners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of su�h xeports and drawings for Cantraetor's puirposes, including, but not lunited to, any aspects of th� means, methods, techniques, sequences and procedures of C1T Y OF FOCtT WflRTH Norma�idate and Las Vegas Intersaction lmprovements STANLlARDCONSTR[JCTION 5PEC1P1CATlON iIQCLTMENTS ProjeciNo; 1D1591 Revisian: 5123/20L1 oa�zaa-i GENERALCDNDI710NS Page 15 af b3 construction to be �mployec� by Contractar and safety precautions and programs incident thereto;or 2. other data, interpxetations, opinioras and informa.tion� contained �n such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn fro�n any "t�chnical data" or any such other data, interpretations, opinians or infornnation. C. Contractor shall not be responsible for any Ha�rdous En�ironmental Condition uncovexed or revealed at the Site which was not shovan or indicated in Drawings or �pecifications or iden�ifie d in the Contract Docu�ments to be within the scop� of the Wark. Contractor shall be responsible �ar a Hazardous Envirazamental Conditi�on created with any materia.ls brought to tl�e Site by Contractor, Subcontractor�, Suppliers, ar anyone else fa�• whom Contractor is responsible. ll. If Contractor encounters a Hazardous Environmental Condition or if Contractar or anyone for whom Contractor i� responsible creates a Hazardous Environmenta,l Condition, Contractor shall immediately: (i} secure or ather�,vise isolate sueh condition; (u) stop all Vdork in connectzon with such condrtion and iz� any area affected thereby (�xcept in an emergency as required by Paragraph 6.17.A}; and (ui} nafiafy City {and prannptly thereafter confirm such notice in wriiing). Cii� may consider the necessity to retain a qualif'�ed expert to evalUate such condi�ion ar take corrective action, if any. E. Contractor shall not be requir�d to resume Work in cannection with such conti�tion ar in any affected area until after City has obtained any requir�d perznits related thereto and delivered wi-itten notice to Contractor; {i) specifying that such con�ion and any affected area is or has beez� r�ndeared suiiable far tlxe resumption of Work; or (ii) spec�ying any special conditions under �vl-uch �uch Work may be resumed. F. If after receipt of such written notice Contractor does not agree tp resume such Work b�.sed on a reasonable belief it is urasafe, ar does not �gree to resume such Work under such special conditions, then City may order the partion of the Work that is �n the area affected by such condition tti be deIeted :from the Wnrk, City may have such deletec� portion of the Work perforzned by City's own farces or others. G. To the fullest extentperrr�itted by Laws ani� Regulations, Contr�actor s,�all inden�n� and hold harmles� City, f�onz and against all elainxs, casts, losses, and dan�ages (including but not limited to ail fees and charges of engineers, architects, atio�neys, and otherprofessionals and z�ll court or arbitrcxtion ar other dispute resolution costs) a�ising out of or Nedating ta a Haaardous Envi�-onrnental Condrtion cr�eated by Contractoror by anyonefo�whom Cont�c�ctor is responsible. Nothing in this Par�ag�aph 4. OS.G shall obligate Cant�acto� to ind�mni�y any individual or entily frorra and against the consequences of that individual's or entity's aw�a negligence. H. The provisions of Paragraphs 4.02, 4.03, and 4.Q4 do not apply to a Hazardous Enviranznental Condition uncavered or revealed at the Site. CITY OF FORT WORTH Nonnandale and Las Vegax lntersactiott Impravements STANDAItDCDNSTRUCT[ON SP�CIFICATJON DOCi1M�NTS ProjectNo:101591 Revisipn: 8232(f21 007200-1 G�NERAL CONbITION S P age l6 of 63 ARTICLE 5— BONDS AND INSURANCE 5.01 Lacensed Suretiesandlrasurers All bonds and insurance required by the Cantract Documents to be purchased and inaintained by Contractor shali be abtained from s�zreiy or insw'ance companies that are duly Iicensed or authorized iri the State of Texas to issue bonds ar insurance policies for the limits and coverages sn requireci. �uch surety and insurance cornpanies shali alsa m�et such additianal requirements and qualifications as may be pro�ided in the Supplementary Condii�t�inns. 5.02 Performcznce, Paytnent; andNlaintenance Bot�ds A. Cantractor shall �urnish performance and payment bonds, in accordance with Texas Government Code Chapter 2253 or suceessor s#atute, each in an amount equa.l to the Cantract 1'rice as security for the faithful perfornaanc� and payment of all af Contractor's obfigations under the Contrac� Documents. B. Contractor shall fc�rnish maintenanee bonds in an amount equal to the Cantract Price as security to protect the City agairv5t any defects in any portion of tihe Work described in the Contract Docurnents. Maintenance bonds sha]I remain in effect for two {2) years after the date of Final Acceptanea by the Ci�ty. C. Afl bonds shall be in the forrn prescribed by the Caniract Docunnents except a� pravided otherwi�e by Laws or Regulations, and shall be execuked by such sureties as are named in the list o� "Companies Holding Certiftcates of Authority as Acceptable Sureties on Federal Bonds and as Acceptab�e Reinsuring Coznpanies" as publish�d 'm Circular 570 (amended) by the Financial Management 5ervice, Surety Bond Branc�, U.S. De�artment af the Treasury. All bonds signed by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney which shall show that it is effectrve on the date the agent or attoxney-in-fact signed eack bond. D. If the surety on any bond furnished by Contractor is declared bankrupt ar becomes insolvent or its right to do busianess is terminated in the State of Texas ar it ceases ta meet the requirements of Paragraph S.OZ.C, Cantractor sha�l prampily notify City and shall, within 30 days after the event gi�ring rise to such notif'ication, pravide another bond and surety, bath oi which shall comply with the requirements of Paragraphs 5.01 and SA2.C. 5.03 Certificates of Insurance Contractor shall deliver tn Ciry, with copies to each additional insured and loss payee identified in the Supplernentary Condi�ions, certificates of insurance (other evidence of insuranca reques�ed by Gity or any other additional �sured) in at least the muvmum amount as specified in ihe Supplementary Conditions which Con,tractor is required to purchase and maintain. 1. The certificat� of insuran:ce sY�ll document th� City, and all identified entiti�s named in the Suppleznentary Conditions as "Additiona� Insured" on al� lia.bility polieies. CITYOI' FORT W012TH ?Vormandale nnd Las Vegas Intersection Improvements STANDARDCONSl'RUCTION SPECIF�CA1'l0H ❑OCUNIENTS ProjeclNo: fOf591 Revision: 823I1021 oo��oo-i GENERALCONOITIONS P age f 7 of 63 2. The Contractor's general liability insurance shall incJude a, "per pralect" or `�er location", endorsement, vvhich shall be identified in the certificate of insurance provided ta the City. 3. The cert�cate shall be signed by an agent authorized to bind coverage on hehalf of the insure d, be cnmplete in its entirety, and show complete insurance canrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers far all policies must be licen�ed and/or approved to da business in the State of Texas. Except for workers' compensatian, all insurers must have a nununum rating af A-: VII in the current A. M. Best Key Rating Guide ar have reasonably equivalent financzal strength and solvency to the satisfaction of Risk Maz�agement. If the rating is be2ow thafi required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogatian (Rights of Recovery) in favor af the City. In addition, the Contractor agrees to waive all righis of subrogation agaiz�st the Engineer (if applieah�e), and each additional insured identif'�ed lll the Supplementary Conditions 6. Failure of the City to demand such certificates or other evidence af full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is pro�ided shall not be construed as a waiver of Caniractar's obl�gation to maintain such lines nf insurance caverage, 7. If insurance policies are no� written for specified co�+erage Iimits, an Umbrella ar Excess Liability insurance for any diff�renees is required. Excess Liability shall follaw form of the primary coverage. 8. Unless otharwise stated, all r�quired insurance shall be written on the "occurrence basis". If covexage is underwritten on a claims-made basis, the re�raactive date shall be coincident with or przor to �he date of the effective date of the agreem�nt and the certificate of insurance shall stat� that the cove�•age is clai�ns-made and the retroactive clate. The insurance coverage shall be maintamed for the duration of the Contract and for three (3) years fallowing Final Acceptance provided under the Contract Docu�ments ar for the warranty period, wkuchever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 9. Policies shall have no e�clusions by endorsements, which, neither nullify� or amend, the required lines of coverage, nor decrease the limits af said caverage unless suck� endorsements ar� approved in writing by the City. Tn the event a Contract has been bid or executed and the exclusions are deterrnined to be unacc�ptable ar the Gity desires additional insurance caverag�, and the City desires th� contractor/engin�er ta obtain such eoverage, th� contraci price shall be adjusted by tlie cost of the prennium for such additional coverage plus 10%. �Q. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance caverage shall be appro�ed by th� City in regard� to asset value and stockholders' equity. In CITY O�' FORT WORTH Norn�andale and Las Vegas IntecsecGon Improvements STANQARDCDNSTRUCT1pN 5PGCIFICATIQN DOCUM�NTS ProjcctNa; 14159I Reaision: 823/2{�1 OD72DU-I GENERAL CaNDVTION S P age I 8 af 63 lieu of traditional insurance, alternative coverage maintained through insurance pools ar risk retention groups, m�st also be approved by City. 11. Any deduct�ble in excess of $5,000.00, for any poficy that does not pro�ide coverage on a first-dollar basis, must be acceptable to and approved by tke City. 12. Ciiy, at its sole d�scretian, reser�es the righi to re�iew the insurance requirements and to make reasonable adjusiments to insurance eoverage's and their Iirnits when deemed necessaYy and prudent by the City based upon c�anges in statutory ]aw, court decision ar the cjaims lvstory af the indus�ry as well as of the contracting �arty to the City. The City shall be required to provide pr�or notice of 90 days, and the insurance adjus�nents sl�all be incorporated into fihe Wark by Change Order. 13. City sksall be entitled, upon written request and without expense, to receive copies of policies an.d endorsernents thereto and rnay make any reasonable xequests for d�letion or re�ion ar modifications of particular poiicy t�rms, conditions, limitat�ons, or exclusions necessary to canf'orm the po�.cy and endorsements to fihe requirements af the Contract. Deletions, xevisions, or modif'icatians shalI not be required where policy pxovisions are established by law or regulations bind'mg upan either party or the underwriter on any such polieies. 14. City shall not be respansible for the direct payrnent of insurance prernium eosts for Contractor's insi.u�ance. 5.�4 CoMtr-actor's Insurance A. Warkers Com�ensation and Em�loyers' Lic�bility. Contractor shall purchase and m�it�tain such insuranee coverage with limits consistent with statutory benefits outlined in the Texas VJ'orkers' Compensation Act {Texas Labor Code, CI�. 406, as amended), and mii�atnum limits %r Employers' Liability as is appropriate far the Work being perfarrn.ed and as wi� pravide protection from claims set forth below which xr�ay arise out of or resuit ficom Contractor's perforrnance o�the Work and Contractor's other obligations under the Coniract Documents, whether it is ta be performed by Contractor, any Subcontractor or Supplier, or by anyane direetly or indirectly ezir�ployed by any of them to pe�Farm any of the VVvrk, or by anyone for whose acts any of them m.ay be liable: 1. claims Ltnder workers' cornpensation, dis�bility benefrts, and other similar employee benefrt acts; 2, claims for dama.ges because of bodily injuty, occupational sickness or disease, or death of Contracto�•'s employees. B. Con�nercial General Liability. Goverage shall include but not be limited to covering liability (bodily inyury or propert�y damage} arising from: premises/operations, independent contractors, productslcompleted aperations, personal injury, and liability under an insured cantract. Insuranee shall be pt'ovided on an occurrer�ce basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary i�nsurance with respect to any ather CITY OF rQRT WORTH Norma�idale and Las Vegas lntersection Improvements STANDARDCQNSTRUCTION SPECIC[CATIDN DOCUMENTS ProjectNo: i0�S91 RCVISIOR: �1 00 7z on - i GENERAL CONDITION S Page 19 of 63 insnrance or self-inst.uance �rograms affardad to t�ae City. The Cammercial General Liability poficy, shall have no exclusions by endorsements �.at would alter of nu�ify premises/operatians, products/completed operations, contractual, personaI injury, or advertising injury, which are normally eontained witih the policy, unless ihe City approves such excl�sions in writing. For con�tructioz� projects that present a substantial completed operation expasure, the City may require the contractor to mait�#ain completed operations coverage for a minimum o�n� Iess than three (3} years following the completion o:F th� project (if identified in the Supplementary Conditions}. C, Automobile Liability. A cornrnercial business auto policy shall provide coverage on "any auto", defrtied as autos owned, hired and non owned and provide mdemniry far cla.ims for da.nnages because bodily injury ox death of any person and or property damage arising out of the work, maintenanc� or use of any motar vehicle by fhe Contractor, any Subcontractax or Suppli�r, ar by anyone directly or indirectly empIoyed l�y any of them to perform any of the Worlc, or by anynne for whose acts any af them may be lia.ble. D. Rarlroad P�otective Liability, If any af the work or any warranty work i:5 withui the ]imits af railroad zight-of-way, the Contractor shall comply with the requirements identif'ied � the Supplementary Canditions. E. Natification afPolicy Cancellation: Coniractor shall immediately notify City upon caanceilation or other loss of insurance co�erage. Contractar shall stop work until replacement insurance has been pxocured. There shall be na tume credit far days not warked pursua.nt to this section, 5.05 Acceptance afBondsandlnsu�ance; Option to Replace If City has any objection to the covexage afforded by or other provisions of tbe bonds or it�urance required to be purchased and rnaintained by the Contractor in accordance with Ariicle 5 an the basis of z�on-canformance with the Contract Documents, the C�ty shall so notify tha Contractor in writing within 10 Business Days afterreeeipt of the certificat�s (ar oiher evide�ace requested). Con�ractor �ha11 provide to the City such additional informafiion in respect of insurance provided a.s the Ciry ma� reasonably request. If Cont�actnr does not purck�ase or maintain all of the bands and insluance required by the Contract Documents, the City shall notify the Contractor in writing of such failure prior to the start o�'tlae Work, or of such failure to maintain prior to any change in th� requ�red cowerage, ARTICLE 6 — CONTRACTOR'S RESPONSIBII�TIES b.41 Supervision andSuperiniendence A. Contractor shall super�ise, inspect, and direct the Work cannpetently and efficientiy, devoting such atte�tion thereta and applying such skills and expertise as nnay be necessary to perfnzrn the Work in accordance vvith t�e Con#ract Documents. Coniractor sl��l be solely respansible for the means, methods, techniques, sequences, and pracedu�res of construction. CIT Y OP F ORT WDRTH STAI�DAAbCQNSTRUCTION SP�,CIFICATION bQCLIMLNTS Nonnanda]eandLasVegaslntersectionlmprovetnents ReVision; &Q3,2021 � Project Na; ] 01541 oo7zaa-� GENERAt CONDITION 5 Page 20 af b3 B. At all times during the progress of tl�e Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's repxesentative at the Site and shall have authority to act on behal� of Contractar. All comm�.uucation given to or received from the Superintendent sha� be bind'mg on Contractor. C. Contractor shall natify the City 24 hours prior to moving ar�as during the seQuence of construction. 6.02 Laho�; WorkangHours A. Coniractor shail provide coznpetent, suitably qualifed personnel to perform� construc�ion as requireci by the Contract Documents. Contractor shall at all times maintain good discipiine and order at the Site. B. Except as atl�erwis� required far the safety or protec�ion of persons or the Wark or property at the Si�e or adjacent thereto, and except as otherwise stated in the Contract Documents, alI Worl� at the Site shall be performed during Regular Working Hours, Contxactar will not permit the performan.ce of Work beyond Regular Working Hours or for Weekend Wcsrking Hours withaut City's written consent (which will nnt be unreasonably withheld). Written request (by letter or electronic cammunicatian) to perfarm Work: 1. for beyond Regular Working Hours request must be made by noan at least tvvo (2} Business D ays prior 2. far Weekend Working Hours request must be rriade by noon of the preceding Thursday 3. �o� legal holiciays request must be m�ade by noon tvvo Business Days prior to the legal holiday. 6.03 Services, Materials, and Equiprnent A. Unless otherwise specif'ied in the Contract Documents, Contractor shall provide and assume full responsibiliry far all s�rvices, materials, equipment, labor, transporiafiitan, construction �quipment and machinery, tools, app�iances, fuel, power, light, heat, teIephone, water, sanitary facilities, �emporary facilities, and all other facilities and incidenta�s necessary for the performance, Contractor required testitig, sta�rt-up, and completion of the Work. B. All materials and equipment incarparated into the Work shall be as specified or, if not specified, shall be of goQd quality and new, exce}�t as otherwise provided in the Contract Documents. All sp�cial warranties and guarantees required by ihe Specifications shall exgress�y run io the benefit of City. If required by City, Contractor shall furnish satisfactory evidence {including repnrts of xequired iests) as to the source, kind, and qualiry of materials and equ�pment. C1TY DF F�RT WD12TH Noi�cnandale and Las Vegas Interseation Impravemerns 5TE1NI}ARDCONSTRUCTION 5PECIPICATION DOCUMENTS ProjectNo:101591 Revisiati: 8�7�/1Q21 007200-1 GENERAL CO�J01710 N S P age 21 oP 63 C. All znaterials and equipment to be incorporafied inio the Work shall be stored, applied, imstalled, �.onra.ected, erected, protected, used, eleaned, and eonditianed in accordance wiih instructions of tha applicable Supplier, except as otherwise may be pro�ided in the Contract Documents, D. All items of standard equipment ta be incorporated into the Woxk shall be the �atest model �t the �ime a�bid, unless otherwise specified. 6.04 Proj�cl Schedule A. Contractar shall adhere to the Project Sch�dule established ixi accardance with Paragraph 2.07 and the General Requixe�rnents as it may be adjusted from time ta time as pro�vided below. 1. Contractar sh�a.11 submit io City for acceptance (tofihe extent indicated in Parageaph2,07 and the General Requirerner�ts} proposed adju�tments in the Project Schedule that wi�ll not resuIt in changing the Contract Time. Such adjustrn�nts will eomply with any pravisions of tlae General Requireznents applicable ther�to, 2. Contractox shall subrnit to Ciry a monthly Project Schedi.�le with a monthly prog�ress payment for the duration of the Contract in accarclance with the sch�dule specificatian O1 32 16. Proposea adjustniaents in the Project Schedule that will change fhe Contract Time shall be sub�nnitted in accordance with the requirements of Article 12. Adjustmean#s iri Contract Time rnay only be made by a Change Order. b.05 Substitutes and "O�°-Equals" A. Whenev�r a.n iiem of material or equipment is specified or described in the Cantract Documents by using the x�ame of a pr�prietary itern ar the na.me of a particular Supplier, the spec�cation or description is ir�tended ta establish the type, function, appearanc�, and quality requ�ed. Unless the specification or description contains or is fal�owed by words reading tY�at no like, equivalent, or "or-equal" item o�• no substitution is permrtted, other items of material or equipment of other SuppIiexs may be subixiitted to City for reviev�r under the circt�n�tances described below, "Or-Equal "Iten�s: If iz� City's sole discretion an item of rnateraal or equipment proposed by ContractQr i� function�liy equal to that named and sufficiently similar sa that no change in related Work vvill be required, it may be considered by City as an "or-equal" iiem, in which case re�ievv and approval a� the proposed item may, � City's sole discretion, be accompIishe d without compliance wi�ii some or all o�the requireinents for approval of proposed substitute rterns. Far tYie purposes of this Paragraph 6, OS.A.1, a propose�l item af material or equipment wz� be considered functionally equal to an item so named if; a. the City determir�es ihat: 1} it is at �east �qual in materials of constr-uction, quaIity, durability, appearance, strength, and design charae#eristics; CITY OF F'pRT WORTH STANpI�RDCdNSTRUCT[ON SPEC[F fCA7'IDN flOCUMENTS Norma��dale and Las Vegas Jntersection lmprovements Revision:8113/2{121 ProjectNo: [01591 oa7�oo-� GENERAL CONDITION 5 P age 22 af 63 2) it wijl reliably perform at least equal.ly well the fimction and achieve the results imposed 4�y the design concept of the conapleted Project as a funetiorvng whole; and 3} it h�.s a proven recard of performan,ce and availabili�t.y of respon�ive ser�iee; and b. Contractor certaf'�es that, if approved a.nd incarporated inta the Work: �} there will be no increase iacaa cast to the City or inerease �n Contract Time; and 2) it will canform substantially to the detailed requirerne�ts of the item named 'm the COt]�t'�Ci DOCL]ll1�11tS. 2. Substitute Itenxs: a. If in City's sole discretion an item of rna.terial ar equipmen� proposed by Contractar daes not qualify as an "or-equal" item under Paragraph 6.OS.A.1, it may be subrnitted as a proposed substitute item. b. Cont�actor shall submit sufficient informatian as provided belowv to allow City to determine if tl�e item of material or �quipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requ�sts for review of proposed substitute iiems of m,aterial or equipixaent will not be accepted by City from anyone other than Contractor. c. Contractor shall make w�ritten application to Ciry for review of a proposed substitute item of material or equipment that Contractor seeks to furnish ox use. The appficaiion shall comply with Seciion 01 25 00 and: 1) shall certify tha�the proposed substitute itern will: a} perform adequat�Iy the functions and achieve the results called for by the general design; b) be sirnilar in substance to that specified; c) be suiied to the same use as tbat specified; and 2) will state : a) the extent, if any, to whieh the use of ihe proposed substittrte item will prejudice CQntractor's achievement of fu�al completion o� time; b) whether u�e of the proposed substitute item in the Wark will require a cI�ang� in any of the Contract Documents {or in the provision� of any other direct contract wi�h City for other work on the Project) to adapt the design to the proposed suhstitute itern; C1TY OF FORT W(]RTH Normandale and Las Vegas 1Rtersection lmproven3ents STANDARDCONSTRUCTIDN SPEClF]CA'f]ON DOCUAAEI�iTS ProjectNo:101591 Revision: 8�2.�1i711 U07200-I GENERA� CONaITION S Pa�e 23 of G3 c) whether incarp�rat�on ar use o� the proposed su}��titute item in eonnection wif11 the Work is subject to payrnent o� any license fee or royalty; and 3) will identify: a) all varia.tiozas of the proposed substitute ifem fxom tha# specified; �} available engineering, sales, maintenance, repair, and replacement services; and 4) shall cantain an itemized estimate of alI costs or cre�s that will result directly or indirectly �rozn use of such substitute item, mcluding costs af redesign and Da�x�age Claims of other cantractors affected by any resultimg change. B. Substitute Const�uctionMethods or Procedur�es: �ia specifc means, method, t�chnique, sequence, ar procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utitize a substitute ineans, method, technique, sequence, or procedure o� constructian appraved by City, Contractor shall submit sufFicient informa.tion to allow City, in City's sole discretian, to determine that the substitute propased is equivalent to that expressly called %r by the Contract Documents. Contractar shall m�ake written applzcation to Ciry for review in the sazxie manner as those provided 'm Paragraph 6.OS.A.2. C. City's Evaluation: Gity wili be allowed a reasonable time with� which to evaluate eaeh propasal or submittal znade pursuantto Paragraphs b.05.A and 6.OS.B. City may require Contractor to furnish additional dafia about the propased substitute. City vvill be the sale judge of acceptability. No "or-equal" or substitute will be ordered, iristall�d or utilized until City's review is complete, which r�vill be evidenc�d by a Change Order im the case af a substitute and an accepted Subm�al for an "or-equal." Gity will advise Contractor i�r� writing of its deterrnination. D. Special Guarantee: City may reqwire Conteactor to �'urnish at Contxactor's expense a spec�al performance guarantee, warranty, or other surety� with respect to any substitute. ConiractoY shall indemnafy and hold harmless City and anyone directly or ina�irectly employed by themfrar�z and agcrinst any and all claims, damcages, lnsses and expen,ses (including attorneys fees) a�fsing aut of the use of subsiituted matet�ials or equfpment. E. City's CostRein�hursen�ent: City will record City's costs in evaluating a substitute propo�ec� or submitted by Con�ractor pursuant to Paragraphs 6.QS.A.2 and b.OS.B. W�ether or not Ciry approves a substitute sp proposed or subrnitied by C4nfractor, Contractor may be requrred to reimburse City far evaluaiiz�g each such proposed substihtte. Contt•actor rnay alsa be raquired to reimburse City for the charges for making cl�aanges in th� Contiract Documents (or in the pro�visians of any ather direct contract with City} resulting from the acceptance of each proposed substit�ute. F. Cantractor's Expense: Contractor shall provide aIi data in support af any proposed substitute or "or-equal" at Contractor's expens�. CITYOP FORT WORTH Norma�idale and Las Vegas Intersectian Iinprovements STAND/�R17CpNSTR[JCTION 5PGCIFICATION DOCUMENTS ProjectNo:1b1591 Revisian; �]_�1 oa7�oa-i GENERALCONDITION 5 P sge 24 af 63 • 1: G. City Substitute Reznabursement:Costs (savings or cl�arges) attributable ta acceptance of a substitute shall be incorparated to the Contract by Change Order. H. Tinze Extensions: Na additzonal time will be granted for substztutions. Concerning Subcontractors, Suppliers, and Others A. Contractor sha� perform with his own organization, work of a value not less #han 35% of the value ernbraced an the Contract, unless otherwise approved by the City. B. Contractor shall not employ any Subcontractar, 5upp�ier, or other individual ar �ntity, whether initially ox as a replacerrxent, against whom Czty rnay have reasonable objection. Contractox ahall not be required to employ an� Subcantraetor, Supplier, or other individual or entity to furnish or perform any of the Wark against whom Cantractor ]�s reasanable ab�ection (excluding thnse acceptable ta Ciiy as indicated in Paragraph 6.06.C). C. T�ie City may from time to time requit'e the use of certain Subcon.tractors, �uppliers, or other individua�s or entities on the project, and will pravide such requirexnents in the Supplementary Conditions. D. 11�finority Ba�siness E�terp�ise Compliance: It is City po�icy to ensure the full and equitable participation by Minarity Business Enterpri�es (MBE) in the procurement of goods and servzces on a contractual basis. I� the Contract Documents prc�vide far a MBE goal, Contractor is require d ta compl�y with the intent of the City's MBE Ordinance (as amended) by the fol�owing: 1, Contractor sk�all, upan request by C�.y, prov'ide comp�ete and accurate inforrnation regarding actual work performed by a MBE on the Contract and payment therefor. 2. Cantractor will not zn�a.ke additions, deletions, or substituti�ns of accepted 1WIBE wi#hout written canseni of #he City. Any unjjas#ified change or deletion sha11 be a rnaterial breach of Conixact and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractar shall, upon request by City, allow an auci�t and/or exarnina�ion of any books, records, or files in the poss�ssion of the Contractor that will sub�tantiate the actual work perfor�ned hy an MBE. Ma�erial misrepresentation of any niature vvill be graunds far termiz�ation of the Gontractin accordancewithParagraph15.02,A. Any suchrivsrepresentation nr�ay be grounds for disqualification of Contractar to bici on future contracts with the City for a period oi not less than tbree years. E. Contractox shall be fully responsible to City for all acts and omissions of the Subcontractors, 5uppliers, and ather individuals or entities p�rforming or furnishing any of the Work just as Contractor is responsible far Contractar's awn acts and amissions. Nothing �n the Contract Doci►�ne�ts: CITY OF FORT WORTH t�lorma��dale and Las Vegas Intersection Impravements STANDARDCaNSTRUC'C10�1 SPEC[FICAT[pN DdCIfML"•NTS ProjectNo:lU1591 Revision: 8/�3l2021 ao�2oa-i GENERAL CON� ITlO N S Page 25 of 63 6. a� 1. shall create fo�• the benefrt of any such Subcontractor, Supplier, or other individual or entity any cantaractual relationship between City and any such Subcontractor, Supplier or oth�r individua 1 ox entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any naoneys due any such Subcontractor, Supplier, or other individual or entity� except a� may oth�xv,wi�e be required by Laws and Re�ulations, F. Contractor shall be solely responsible for scheduling and cflnrdinating the Wark a�Subcontractors, Suppliers, and other individirals or entities perforzning or furnishing any of the Work under a direci or indirect contract with Contracfior. G. All Subcantractors, Suppliei•s, and such other individuals or entities performing or furnishing any of t�e Work shall com�municate with C�ity thraugh Contractor, H. All Work per%rmed for Confiractar by a Subcontraetor or SuppIier will be pursuant to an apprapriat� ag�reement betvcreen Contractor and tbe Subconfrac�or or Supplier whick� specif'ically bin�ds the Subcontractor or �uppliex to the applicable terms and conditions of t11e Contract Documents far the benefrt of Ciry. Wage Rates A. Duty to pery Prevailing T�Yage Rates. The Contractar shall comply with all requirements of Chapter 2258, Texas Crovernment Code (as amend�d), includ'uig th� payment of not l�ss fihan the rates detexmined by the City Counc� of the City of Fort Worth to be the prevailing wage rates in accardance with Chapt�r 2258. Such prevailing wage rates are included in these Contract Documents. B. Penaltyfar Yiolation. A Gontractor ox any Subcontractor who does nat pay the prevailing wage sl�a�, upon demand rnade by the Ciry, pay to the City $6Q for each worker employed for each calenda.r day or part of the day that the worker is paid less than the prevailing ruage rates stipulate d in ihese contract documents, Tliis penalty 5ha.lI be retained by the City to offset its adznuvstrative costs, pursuant to Texas Governrnent Code 2258.023. C. Complaints of Violations and City Deterrrainatian af Good Cause, On receipt of information, inclading a complaint by a worker, �ancerning an alleged violation of 2258.023, Texas Goveranment Code, by a Contractor or Subcontractor, the Ciiy shall make an initial determinafiion, before the 31 st day afte;r the date the City receives the informatiQn, as to whether good cause exists to believe that the vinlation occurr�d. The Gity shall nofiify in writrng the Contractor or Subcontractor and any affected worker of i�s ini�ial determination. Upon the Giiy's determination that there is good cause tp belie�e the Cor�tracto,� or Subcnntractor has violated Chapter 2258, the City shall retain the full amounts claimed by th� clas�nnant or claimants as the difference betweenwages paid az�d wages due under the prevaiting wage rates, such arn.ounts being sub�racted from successive pragz�ess payments pending a final determination of the v�iolation. CiTY OF FORT WORTH Normandale and Las Ve�as Intersection Impravements STANDARbCaNSTRUCT[ON SPECIF[CAT[4N DOCUM�NTS PrajectNo:101591 Revisipn: 8�23f2021 DO72OD-1 G�NE.RAL COND ITION S Pagc 26 of 63 D. Arbit�ation Requared if Violation NotResolved. An issue relating io an alleged violation of Section 2258.023, Texas Ga�ernment Code, i�ncluding a penalry ovved io the City or an affected worker, shall be submitted ta binding arbittatian in accordance witn the Texas G�neral Arbitration Act (Article 224 et seq., Revised Statutes) if the Cantractor ox Subcontractar and any affecfied worker daes not resalve the �ssue by agreementbefor� the 15th day afterthe date the City makes icts initial determinatiQn pursuant to 1'aragraph C above. If tl�e pexsons required to arbitrate under this seciion do not agree on an arbitrator before the 11th day after the date �hat arbitration is required, a district court shall appoint an arbitratar on the petition of any of the persons. The City is not a party in the arbitra�ion. The decision and award of the arbitrator is finai and binding on. a�l parties and may be enforced in any court of cnmpetent jurisdiction. E. Records ta be Maintained. The Confractar and each Subcontracfor s�a1l, far a period of three (3) years foliowing th� date af acceptance of the work, maintain records that show (i) the name and occupation o� each worker employed by the Contractar in the construction of the Wark provide d for in this Contract; and (ii) the actual per diex�n wag�s paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, s�a�l �ertain tn this inspec�ion. F. Progpess Payments. With each progress payment ax payroll period, vvhichever i� less, the Gont�'actor shall submit an affidavit stating that the Con�ractor has cor�aplied with the rec�uirernents af Chapter 2258, Texas Government Code. G. Posting of Wc�ge Rates. The Contracior shall past prevailing wage rates in a conspicuous place at all times. H. Subcont�acto� Cornpliance. The Contractor shall in�clud� in its subcontracts ancVor shaIl otherwise requ�re all of its Subcantractors to cornply with Paragraphs A through G above. 6.08 Patent Fees and Royalties A. Contractor shall pay all lic�nse fees and royaltzes and assurne all eosts izacident to �he use in the performance of the Work or the incorparation in the Wark of any invention, ciesign, pxacess, product, or device whi.cS� is the subject af patent rights or cQp�rights held by others. Tf a particula r invention, design, pxocess, product, or device is specified in the Contract Documents for use in the per�ormance of the Work and if, to t�.e actual lmowledge af City, its use is subject to patent rights or copyrights calling fox the payment of any license �ee or royalty to o#hei•s, the existence of such rights shall be disclosed by City � fi1�e Contract Documents. Fai�ure o� the City to disclase such information does not relieve tke Canizactor from its ob�igations to pay fnr th� use of said fecs ar royalties to others. B. To the fuliest extent peYmitted by Law.s �rad Regulation�, Conit�acto� shall indemn� and hold har�snless City, frorn and againsi all claims, eosts, losses, and danzc�ges (including but not Itmited to aIl fees and el�arges of engineeNs, architects, atto�neys, and other�Yofessionals and all court oY arbit�atian ar other clispute resolution costs) arising out of or relating io any infringement of patent righis o� copyrights incident to the use in the perfo��nce ofthe Wo�k or r°esultingf�orn CITY OF FQRT WORTH Nonnandale and Las Vegas Intersection Improvemeuts STANC7ARDC4lV5TR[1CTION SPEC[FfCAT[ON DpCUMENTS Praject3�]o:101591 Revisia��: 82�IZi?�l oo�aoo-i cEN�Ra�co�airior�s P age 27 of 63 the incorporation an the Work of any invention, desig�, process, pr�aduct, o� device nat specified in the Contt-actDocuments. 6.09 Perrnits and Utidiiies A. Cont�actor obtained pe�mits and licenses. Contractor shall obtain and pay far a11 eonstruction permits and licenses exce�t those provided for in the Sup�lementary Conditions or Contract Document�. City shall assisi Contractor, when necessary, in obtait�uag such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work whieh are �pplicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of �he Agz�eement, except for permits prpvided by the City as specif'ied i�rz 6.09.B. City shall pay all charges of utitity owners for cannections far provid'mg permanent service to the Work. B. City obtainedpermit.s and licenses. City wrill obtana and pay for �lI permits and �icenses aspro�ide d for ira the Supplementary Conditians ar Contract Documents. Ifi will be the Contractor's responsibility to carry out the pravisioz�s of the permit. If the Contractor irutiai�s ckaanges io tha Contract and the City approves the ehanges, the Contractoar is responsible for obtaining clearances and coordinatir�g with the apprapriate regulatory ager�cy. The City will not reimburse the Contractor fax any eost associated with fihese requirements of any City acquired permit. The following are permits the City will obtain if'required: 1. Texas Department of Transportatian Permits 2. U.S. ArmyCorps of Engineers Permits 3. Texas Carnmission on Enviranmental Quality Pexznits �. Railro�d Cannpany Perrnits C. Outstanding pe�mits and licenses. The City anticipates acquisitian of and/or access to permits and licenses. Any outstanding permits and licenses are anticipated to he acquired in accardance with the sckaedule set forfh �in the Supplementary Conditians, The Project Schedule submitted by the Contraetor in accordance with the Contract Dacuments nnust consider any outstanding pez�rnits and licenses, 6.10 Laws ctnd Regulcations A. Contractox shall give all notices requ�red by and shall comply with all Laws and Regulations applicable to the per�orrnance of the Woxk. Except where otherwise expressIy rec�uired by applieable Laws and Regulations, tha City sYaall not be responsible for manitoring Contractor's cornpliance with any Laws or Regulations. B, If Contractar performs any Vl�ark knowing ar having reason to know that it is cantrary to Laws or Regulafions, Contractar shall bear al� clairns, costs, Iosses, and darnages (incIudit�g but noi limited ta all fees and charges of engineers, architec�s, attorneys, and other professiona�s and all CiTY OF PORT WOR77 [ Normanda]e and Las Vegas Intersec[ioia lmpro�ernents STANDARDCONSTRUC7'ION 5PECIPICAT[ON DqCUMLNTS PrpjectNo:101591 Revision: $23l1021 0072Q0-1 GENERALCONDITION S Page 2$ aF 63 court or axbitration or other dispute resolution costs) arising out of or relating to such Work. However3 it shall aot be Contractor's respansibility to make certain that the Specif'ications and Drawings are in accardance with Laws and Regu�ations, bui �his shall noi relieve Gontractor of Contractor's obligations under Pa:ragraph 3.02. � C. Changes in Laws or Regulatians not kno�vn at the tirne of opening of Bids hav�ng an effect on the cost or time of perforznance af the Work may be the subject of an adjustment ir� Contract Pxice or Contract Time. 6�.11 Taxes A. On a contract awarded by the City, an organization �vhieh qualifes for exemption pursuant to Texa.s Tax Code, Subchapter H, Sections 151.301-335 {as amended), the Contractor rna� purchase,. rent ar lease all materials, supplies and equipment used or consumed ir� the perfor�nance of this contract by issuing to his supplier an exemption certificate in �u of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such e�emption certif'icate issued to ihe Contraetor in lieu of the iax shall be subject to and shall comply with the prov�sion of Sta.�e Comptroller's Ru3ing .011, and any ather app�icable rulings pertaining to the Texas Tax Code, 5ubcha.pter H. B. Texas Ta� permits and information m.ay l�e obtained irom: 1. Comptrollex of Public Accou�ts Sales Tax Division CapitoI Station Austin, TX 78711; or 2. E1L1_ Vv �� ciruiu�i' ��ti..t-- i�� c�i��11T{ !iQ�.. •r��r'y3-f�rr- .r��mi 6.12 Use of Siie and Other Areas A. Limitation on Use of Site and Othe�Areas: 1. Coatractox shall confine construciion equipment, the storage of mataria]s and equipment, and the aperations of workers to the Site and other areas pernaitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with cor�truction equipment or other materaals or equipment. Contractor shall assume full respansil�ility for any dama�e to any such land or area, or to the awner or occupant thereof, ar of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgr�nent af the City, the Coiltractor �aas obstructed or clased or is carrying on operations in a portion necessary for pr�per execution of th section on which operations are in area of the Site. CITY OF FORT WORTH STANDARDCONSTR[1CT10M SPEClF1CAT[ON DOCUMENTS Revision: &�13I1(121 of a street, right-of-�vay, or easement greater than is e Work, the City may requiure �he Conlractor to finish the progress hefore work is commenceci on any addi�ional Normaiidale attd Las Vegas Interseetion Improvements Project 3�0: 101591 0�72oo-i G�;NERAL CONDITION 5 Pagc 29 of 63 3. Shoulci any Dama.ge Claim be made by an� such awner or occupant because o�the performance af the Work, Contractor shall promptly attempt to re�olv� the Damage Cla.irn, 4. Pursuant to Paragraph 6.21, Contractor shall indemnify and hold haYmless City, fram and again�t all clairrrs, costs, los�es, ana'dafnages arising out ofar relati�g to any clairn o� action, legal oY equitable, brought by any such otiuneN o� oceupcxnt against City. B. Removal af Debris Du�ing Performance of the Wo�k: During ihe prqgress af the Wark Cantractor s�all keep tha Site and other areas free from accumu3ations of wast�materials, rubbish, and other debris, Removal and disposal of such waste mat�rials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenc�nce Cleaning: 24 houts after written notice is given fio the Contractor that the clean-up on the job site i� proceeding in a xnanner unsatisfactory to the City, if the Contractor fails to correct tkie unsatisfactory procedure, the City may take such direct action as the City deerns apprapriate to correct the clean-up deiiciencies cited to the Contractor in tk�e written notice (by letter or eIecixonie communication), and the costs of such direct action, pIus 25 % of such costs, shall be deducted from the monies due or #o become due ta the Contractor, D. Final S�te Cleaning: Prior to Final Acceptance of the Woxk Contractnr shali clean the Site and the Work and make it ready for utilization by City or adjacent property owner, At the completion of the Work Contractor shall remove from the Site all tools, appliances, constructian equipment and machinery, ai�d surplus materials and sl�all restore to original condition or better all property disiurbed by the Work. E, Loading Structures: Contracior shall not load nor perrnit any part o� a�y siruciure to be loaded in any manx�er that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures tb.at will endanger it. 6.13 Record Doc�menis A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one {1) record copy af aIl Drawings, Specifeations, Addenda, Change Orders, �'ield Ordexs, and rvritten interpretations and elarifications in good ord�r and annotated to show changes ma.de during construction. Th�se record documerats together with all approved Samp�es and a counterpart of alI accepted Submittals will be availa.ble to City far reference. Upan completion of the Work, these record documents, any operation aad maintenance manuals, and Submittals will be delivered to City przor to Final Inspection. Coniract�r shall include accurate Iocatians for buried and imbedded it��ns. 6.14 Safety and Protectio�a A. Contractor shall be solely respons�le for initiating, maintaining and supervising aIl safety precautions and prograrns in connection with the Work. Such responsibility does not re�ieve Subcantraciors of their responsibiiiiy for the safety af persons ar propezty in th� per�'orzanance of their work, nor for coranpliance with applicable safety� Laws and Regulations. Contractor 5ha1� CITYOF PORT 1�lORTH Normandnle and Las Vegas lnterseCtian hnprovements STAND�IRDCONSTRUCTION SPSCIf1CATI0N DOCl7MENT5 ProjcctNo:10159] Revision: 8/13l,Z021 007200-I GEIVERAL CONDITION S Page 30 of 53 take all necessary precautions for the safety of, anc� sha.11 pravide the necessary� protection to prevent damage, injury� ar loss ta: 1. aIl persons an the Site or who may be affected by the Work; 2. all the Work and mat�rials and equipment to be iu�corporated therein, whether in starage on ox aff the Site; and 3, other praperty at the 5ite ar adjacent thereto, including trees, shrubs, Iawns, wa]ks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, ar replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to tI�e protection af persons or property' from damage, injury, or loss; and shall erect and maintain ali necessary safeguards far such safety and proteetion. Contractor sk�all notify owners of adjacemt property and of Underground Facilities and other utility owners when prosecution of the Work may affect thern, and shall cooperate with them in the protection, removal, relacation, and replacement af their property. C. Coniractor shall comply with fhe applicable requirements of Ciry's safety programs, if any. D. Contrac#or sl�a.11 inform City of the specific xequirements of Contractor's sa�ety program, if any, with which City's emplayees and represe�tatives must comply while at the Site. E. A11 c3amage, injury, or loss ta any property referred to in Paragraph 6.14.A.2 or 6.14.A3 caused, directly or indirectly, in whole ox in part, by Contractar, any Su6conlractor, Supplier, or any oiher individual or en�rty directly or inclirectly employed by an� of them to perforin any of the Work, or anyon� for whose acts any o� them rnay be liable, sha�l be remedied by Contractor. F. Contractox's duties and respansibi}ities for safety and for pr�tection of the Work shall continue until such time as al1 the Work i� completed and City has accepted th� Wvrk. 6.15 Safety .Representative Contractor sl�all ia�orm Ciiy in writing of Contractor's designated safety reprasentative at the Site. 6.16 Hazard Commr�nfcationPragram.s Contractor shall be responsible for coordinating any exchange of matetial safety data sheets or other hazard communication informatian required to be made available to or exchanged between or among employers in accordance with Laws or Regulatians. 6.17 Erner�gencies and/or Rectification A. Tn emerg�ncies affecting the safety or pratection of per�ons or the Work or property at the Site or adjaeeni thereta, Contractor is obliga�d to act to prevent threatened damage, in�ury, or loss. Con�ractor shall give City prompt v�ritten noiice if Contracior believ�s that any signif'icant CITYOF F0127" WORTH Norntandale and Las Vegas Intersection Improvements STAIIDARDCONSTRUCTION SAEC]P]CRTION DOCUM�[V'['S ProjectNo:101591 Revisian; 8232021 �o�zoo-i GEN�RALCONDITIONS P a�e 31 of 63 changes in the VLWork or variations irom the Contract Documents have been caused thereby or are required as a result thereaf. If Ciry determines that a change in the Con�ract Docurnents is required bec�:use ofthe actian taken by Confiractor in response to such an emexgency, a Cha.nge Order may be issued. B. Should the Contractor fa�l to respond to a request frorz� the City to rectify any discrepancies, omissions, or correction necessary to confoxm with th� requirements of the Contract Documents, the City sha�l give the Contxactor written notice that such work or changes are to be perfaxrned. The wr'rtt�n notice �hall direct attention to the discrepant cnndition and request the Contractor to take rernedial a�#ion to correct the condition. In the eveni the Contractor daes nat take positive 5teps to fulf'il1 this written request, ar do�s nat show just cause far not taking the praper action, within 24 hours, the City may take such remedaal action with City forces or by contract. The City s�ia]I deduct an amount equal to the entire costs for such remedaal action, plus 2S%, from any fiands due ar become due the Contractor on the Project. 6.18 Subnaittals A. Gdntractor shali submit required Submittals to City for review and acceptance ixi accordance vvith the accepted Schedule of Submitta3s (as required by Paragraph 2, 07). Each submittal will be identified as City may require. I, Submit nurnber of copies specified in the General Requireran.ents. 2. Data shown on the Submittals will be cornplete with respectto quantities, dimensior�s, specifie d parfornaance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to pravide and to enable City to re�i�w the inforrn�fiion for the limited purposes requ�ed by ParagapY� 6.18.C. 3. Sub�nittals submitted as Yterein provided by Contractar and review�d by City for conforraiance with the desi�n concept shall ba executed in coniarmity with the Coniract Documents unless otherr�vise required by City. 4. When Subrnittals are submitted for the purpose of showing the installatinn in greater d�tail, their review shall not excuse Contractor frazan requirements shown on the Drawings and Specifications. 5. �'or-Infarznatian-Only �ubmittals upon which the City is not expected to conduct re�iew or take responsive actian rnay l�e so icientified in the Contract Documents. 6. Submit required number of Samples specified in the Specificationis. 7. Clearly identify �ach Sample as to rnateria3, Supplier, pertinent data such as catalag n.umbers, the use for which intended and other data as City may requi�e to exxable City to review the submittal %r the limited purposes required by Paragraph b.1$,C. CITY O�' FORT WORTH Normuidale and Las Vegas Intersection lmprovements STANQARDCQN5TRl1CTIQN SPEC[FfCA7'[dN pQCUMENTS ProjectNo:1f1159i Revisian: 823/�.62I 60720.0-1 GENERAL CON� ITI ON 5 Pagc 32 of Fi3 B. Where a Submittal is required by the Contract Documents ox the Schedule of Submittals, any xelated Work pex�ormed prior fio City's re�iew and acceptance of the pertinent subrnittal will '�e at the sole expense and responsibiiity of Contractor. C. City's Review: 1. City will provide tirnely review of cequired Subrnittals in accordance wi�h the Schadul� of Submitt�.L� acceptable to City. Ciiy's reviery and acceptance will be only to deterrivne if the items covered by th.e submittals wi11, after installation or incorpoxation in the Work, conform to the infarmation given in the ContractDocuments andlae compatible wi�h the design concept of the campleted Praject as a functioning whole as indicated by the Contract Documents. 2. City's review and acceptance w�71 not e�tend to means, rr�ethods, tachniques, sequenees, or procedures of canstruction (except where a pa�cu�ar meanrs, method, technique, sequence, or procedure af construction is specifcally and expressly called for by the Cantract Docurnents) or to safety precautions or pragams incident thereto. The revi�w and acceptat�ce of a separate item as such will not indicate approval of the assembly in which the itern functions. 3. City's review and acce}�tance shall not relieve Contractor fram responsibidi�.y far any variation from the requirements of the Contract Documents unless Contracfior has complied wikh the requirements of Section O1 33 00 and City has given written acceptance of each such variation by specific written notation fihereof incorporated in or accompanying the SubmittaL Ciiy's review and acceptance shall noi relieve Cantractor from responsibility far cornplying witb the requirements of the Conlxaet Documents. 6.19 Contanuingihe Wark Except as otherwise provided, Contractoz' shall carry on the Work and adhere to the Project Schedule duririg a11 disputes or disagreements with City. No Wark sfiall be delayed or postponed penc�ing resalut�on of any disputes ar disagreements, except as City and Con�'actor may otherwise agree in vvriting. 6.20 Contractor's General Warranty and Gua�aratee A. Contractor warranis and guarantees to City that a�l Work will be in accardance wzih the Contract Documents and will nat be defeetive. City and its officers, directors, rnem:bers, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on repr�sentation of Contractor's warranty and guarantee. B. Contractor's vwarrantiy and guarantee hereunder exe�ucies defects or damage caused by: 1. abuse, modif'ication, or impraper maintenance or operation by persons other than Cantractor, Subcontractors, Suppliers, or any other individual ar entity �or whom Contractar �s respozasible; or CITYOP PORT WORTH Nomiandale and Las Vegas lntersection lmpro�ements STANDARDCONSTRUCTION SPECIFICA'lION DOCUMENTS ProjectNo:101591 Revision: &2312Q21 ou �z oo - i GENERALCOh9�ITI0N S Fa�e 33 of G3 2. normal wear and tear unaer normal usage. C. Contractar's obligation to per%rm and camplete the Work in accordance with the Contract Docuxnents shall be absolut�. Non.e of the fallowing will canstitute an acceptanc�: of Wark that is not in accordance with the Contract Docurnents or a re�ease of Contractor's o6ligation ta perform the Work in accaxdance with the Contract Dacwnents: 1. observations by City; 2. recommendation or p��+ment by City of a�y progress or fu�al payment; the issuance af a certificate of �'inaI Acceptance by City or any payment rela,ted thereta by City; 4. use or occupancy of the VL�ork or any part thereoi by City; 5. any revie� and acceptance of a Submittal bp City; 6, any inspection, test, or apparoval by othexs; or 7. any correction of de%ctive Work by Cit�, D. The Contractor shall remedy any defects ax damag�s in the Work and pay f�r any damage to other work or property resulting therefrom whieh shall appear withiri a period of two (2} years from the date of Final Acceptar�ce of the Wark unless a longer period is specified and shall furnish a gaod and suffci�nt maintena.nce bond, complying witn the requirements of Artic�e 5.02.B. 'The City will gi�e notice of observed defects with reasonabie prornptness. 6.21 Inde nnnification A. Contractar covenants and agrees to indemnify, hold harmless and de�end, at its qwn expense, the City, its officers, se�anfs and employees,from aand against any and a11 cIainns arising aut oi, or alleged to arise nut o� the work and setwices to be pe�'armed by the Cantractor, its o�cers, agents, ernployee�, subcontractors, licenses or invitecs under thi� Contraet. THT� iNDFMNIF'TC'ATI N PRC}VI�� N l� �PFf TFIC`A1 I Y iNTFNnFn T OPFRATF ANil RE EFFF,C'TiVE FVFN i�' TT t� AT i FC`F nR PRC)VFN TAAT Ai i nR �OMF nF THF iIAMA[�F, BE�NfY �OiT[�tHT WFRF AUSFn iN WHn� F nR � PART. BY ANV ACT_ OMTSSiON OR NFC,I T(�FwrF f7F THF�V, This indemnity provision is intended to incl�de, without 1'rmitation, indemnity for costs, exp�nses and legal fees incurred by the City in defending against such cla'rms and causes of actions. B. Contractarcovenants and agrees to iz�demnifyand hold harmless, af its own expense, the City, ifs officers, servants and employees, from and aga�imst any and alt lass, damagc or destruction of prope rty of the City, aris in� out of, or all+e �e d to aris e out o�, the work and s ervices to � performed by the Contx-actor, its officers, agents, employees, subcontractor�, licensees oar invitees under this Co�tract. THiS TNT]F,MNTFiCATION PR(lVTS nN T� C1TY OF FaRT WORTH rIarmandale and Las Vegas Intersectiun Impro�ements STANDAaDCONSTRUCTION SPEC[F[CATIQM DQCUM�NTS PrajectNo:101591 Revisimt; S/)3/�021 00720U-1 GENERAL COND1flON S Page 34 of 63 ' ; \ _ � 1_1 1 1_'_-`=-- :►! :- - --- I _ I � — - f. �- -----� ��; � : 1 I ► _ �_t 1 :_ ! _ _I . _ 1 = 11_� � r � i �i_ II, �l ' : 1 ► .I._1 —1 : �� '�_:_—z - - � 111 --1_1� 1 : . \_ i__� � 6.22 Delegation of Prafessfonal Design Se�vices A. Contractor will not be requnred to provide professional design services unless such services are specifcally required by the Contract Documents far a portion of the Work or unless such �eruices are required to carry out Contractor's responsibilities �or construction xneans, methods, techniques, sequences and procedures. S. If professiona� design services ar certifications by a design professional rejated to systems, mat�rials or equiprnent are specificall�r required af Contractor by the Contract Docutnents, City wil3 specify aIl p�rformance and design criteria tliat such services must satisfy. Contractor shall cause such services or certifcatians io be pravided by a praperly licensed professional, whose signature and seal shaIl appear on all drawings, caleula.tians, s�ecificafions, certifi�ations, and Submittals prepared by such professional. Submittals related to the Work designed or cert�'�ed by such professional, if prepared by others, shall bear such professional's written approval when 5Ub171t�t�(� �p Cl�. C. City shall be en�.tled to rely upon the adequacy, accuracy and campleteness of the services, certifications or approvaks performed by such design professionals, provided Ciry has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuantto this Paragraph 6.22, G�iy's revie�cry and acceptance of design calculations and design drawings will be only for the limited purpose of ehecking for conforrnanee with performiance and design crrteria given an.d the design concept expressed in the Contracfi Dacuments. City's review and acceptance of Subinittal�� (exeept desig�s calculations and desi� drawings} �vill be only for the putpos� stated in Paragraph 6.18.C. 6.23 Raght t� Audit A. The Contracto� agrees that the Ciry sha�, until the expiration of three (3) years after final paytnent under this Contract, have access to and the right to examine and phatocopy any ciirectly pertinent bonks, documents, papers, and xecords of the Contractor involving transactions relating to this Comtract. ContraciQr agrees that the City shall have access dur'nn.g Reg�ar Warking Hours to al� necessary Contractor faeili�ies and shall be provided adequate and appropriate wark space in order to conduct audits in complianee with the provisions of this Paragraph. The City shall. give Contractor reasonable ad�ance notice af intended audits. B. Comtractor further agr��s to include in all its subcontraets hereuzzder a provision tc� the effectthat �he subcontraetox agrees that tl�e City shall, uzat�l tri� e�iratiou of three (3) years after final payment under this Contract, have access to and the right ta examine and photocopy any directly pertinent books, dacuments, papers, and records of such Subcontraetor, invo��ing transactions ta the suhcontract, and further, tl�at City shall have access during Regular Wo�•lang Hours to a�. CITY OF FORT WOR'i'13 Nnrma�idale and Las Vegas lnterseetion Iniprovements ST?1VDARDWNSTRUCT[ON SPECI�ICAT[ON DQCL}MENTS ProjectNo:101591 Re�isiott: f�L'i/2021 oo�zoo-� GENERAL COND1710N S Page 35 of 63 Subcontractor facilities, and shaIl be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give S�i�contractor reasonable advanc� natzce of intended audit,s. C. Contractar and Subcontractor agree to photocopy such documents as may be reques�ed by the City, The City agrees to reimburse Contraetor for the cost of the copies as follovvs at the rate publishe d in fhe Texas Administrative Code in effect as of the tirne copyit�g is performed. b.24 Nondiscrimination A. The City is responsible for operating Public Transportation Pro�asns and implementing transit- related projects, which are funded in part with Federal flnancial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration {FTA), without discrimina�g against any person in the United States on the basis ofrace,color, o� nationaI origirn. B. Title VI, Civil Rights Act of 19d4 as amenc�ed.• Cont�actor shall comply with the raquirerr�ents af the Act and the Regiilations as further defined in th� Supplementary Conditions far any project receiving Federal assistance. ARTICLE 7— OTHER WORK AT THE SITE 7.01 Related Work �tSite A. Ciry may perforrn other work related to the Project at the Site wiYh City's employees, flr oiher City contractors, or through other direct contracts therefor, or have othex worl� performed by utility owners. If sueh other work is not noted in the Coniraet Documents, th�n written notice thereof will be given to Contractor prior to starting any such otrier work; and �. Contractor shall afford each other contractor who is a party ia such a dnect contraet, eachutility owner, and City, if City is perforrming other worl� �ith City's etnployees ar other City contractors, praper and safe access tothe Site, pravide areasana.hle opportiuiity for the introduction and storage of matez�ials and �quipment and the execu�ion of such other work, and properly coordinate the Work wikh theus. Contractor shall do all cutim�, fitting, and patching af the Work that may be requirec� to properly connect or othervvise make its several parts come fiagether and properly integrate with such ofller work. Contractor sha.11 not endanger any wnrk af athers by c�utt�g, e�cavating, or otherwise altering such work; provided, however, that Contractox may cut or alter others' wnrk with the written consent af City and th� others �vhose work will l�e affected. G Tf the proper execution ar results of any part of Contractor's Work depen.ds upon work pexformed by others under this Article 'i, Contractor shall inspect such other w�rk and promptly report to City ain writing any delays, defects, ar defciencies in such other work that render it unavaila.ble or unsuitable for the proper execu�ion and results of Contxacior's Work, Contractor's failure to so report wzll constitut� a.� acceptance af such ofiher work a� fit and prnper far integration with Contractor's ViWork except �or laient defects in the wQrk provided by othars. C1TY OF FORT VJORTH Normandale and Las Vegas Intersection Improvements STANDARDCQNSTRUCT[ON SPECIFICATION AOCUMENTS ProjectNo:l01591 Ret�isian: 823I2fiL1 �o��oo-� GEiVERAL CON�ITION S Page 36 of G3 7.02 Coordination A. If City intends to contract with others %r the performance af other wark on the Project at the Site, the following will be se# forth in Supplementary Conditians: 1. the individuaj or entiLy who will have authnrity and respnnsibility for eoordination of the activities among the various cantractors will be identified; 2. the spec�c matters to be cov�red by such authoriiy and responsibiliry will be iternized; and 3. the ext�nt of such authority and responsibilities will be provided. B. U�ss atherwise provided in the Supplementa�y Conditions, City shall have authority far such coordination. ARTICLE S — CITY'S RESPONSIBILITIES 8.41 Communicatians to Cont3-actor Except as otherwise provided in the Supplementary Conclitions, City sha11 issue all eommunications to Contractor. $.02 �'u�nish Datc� City shall time�y furnish the data required under the Contract Docurnents. 8.03 Pay When Due City sha]I make payments to Contracfior in accardance with Article I4. 8.�4 Lands and Ease�nents; Repa�ts and �'e.�ts City's duties with respect ta providing Iands and easennents and providing engineering SU1V�}�5 iQ esiablish reference points are set forth in Paragraphs 4.01 and 4.05. Faragraph 4.0�, refers to City's identifying and making avai3able to Contractor copies of reports of e�lorations and tests of subsurface conditions and drawings of physical canditions relating ta existing surface or subsurface structures at or contiguous to the Site that have been t�tili��ed by City in preparing the Contract Documents. 8.05 Change D�ders City shall execute Change Orders in accordance with Paragraph 10.03. B.Ob Inspections, Tests, andAppravals City's responsibiliiy with respec# to certain inspect�ons, tests, and appravals is set forth in I'axagraph 13.03. CIT Y OF FQItT WdRTf-1 Nonnandale and Las Vegas Intersection ImprovemenYs STtYN�fIRDCONST1tl1CTl0N 5PECIFICATfON DOCUMEN'i"S ProjectNo:10l591 Re�isian: 823�1021 0072OD-1 GENERALCON�ITIONS Page 37 of 63 8.07 Limitations on City's Resporasibilities A. The City shall not supervise, diract, oz• have control or authority over, nar be responsible far, Con#ractor's means, methods, techniques, sequences, ar procedur�s af construction, or the safety preeautians and programs incident therefio, or for any �ailure of Cantractor to comply with Laws and Regulations applicable to the performauce of the Worlc. City �vill not be responsible for Contractor's faili�re to perfarzxi the Work in accordance with the Contract Documents. B. City will notify the Contractor o�applicable safety pIans pursuant to Paragraph 6.14. S.0$ Undisclosed Hazardaus Environmental Conc�ition City's responsibility with respect to an undisclosed Hazardous Env�roYunental Condition is set �orth in Paragraph 4.06. 8.09 Compliance �vith Safety P�ogram While at the Site, City's employees and representati�es �hall comply with the spec�'ic applicable requirements of Contractor's safety programs of which City has been inforzxied pursuant to Paragraph 6.14. ARTICLE 9— CITY'S OBSERVATION STATUS DURING CQNSTRUCTION 4.01 City's ProjectManc�ge� City will provide one or more Project Manager(s) during the construction period. The dutz�s and respansibilities and the limitations af authority of City's Project Manager durin�g construction are set forth in fihe Contract Documents. The City's Project Manag�r far this Contract is identif�d in the Supplemen#ary Conditions. 9.�2 Visits to Sate A, City's Project Manager w�ill make visits ta the Site at intervals appropri�ate to the various stages o� construction as City deems necessary in order to observe the progr�ss tI�at has been made and the guality of the various aspects of Con�ractor's e�ecuted "Work. Based on information obtamed durit�g such visits and obsexvations, City's Project Manager will detezmine, in general, if the Work is proceec�iz�g in accordance with the Contract Documents. City's Prc�ject Manager will not be requfred to make exhaustive or continuous inspections on the Site to check the quality ox quantity of the Work. Ciry's Project Manager's ef�orts will be darected towa.rd providing City a greater degree of confidenee that the completed Woz•k rvill conform generally to the Contract Docurnents. B. City's Project Maz�ager's visits and abservations are subject to all �Yte limitations on autboriry and responsibility in the Cantract Doctunents including those set forth in Paragraph 8.07. CITY OF FqRT WORTH Norma�tda[e and Las Vegas ]ntersection Impravaments S7"ANDARDCONSTRUCTION SPEC[FICATIQN DQCUMEN7'S Praje�tNo; 10159[ Revision: 823l1.02E ao�zoa-� GENERAL CONDITION S P age 38 af 63 9.03 Authorized T�ariations in Wa�k 9.04 ,! 1 G�II'� City's Project Manager rnay authorize miz�or variations it� the Woric from the requiremen�s of the Cantract Dvcuments which do not in�olve an adjustment in the Cantract Price or the Contract Time and are compatible with the design concept of the campleted Project as a functioning whole as uidicated by the Contra�t Dacuments. These may be accomplished by a Field Order and will be biza.dir�g on City and also on Contractor, who shall perform the Work invoived promptly. Rejecting Defective Work City will �ave authority to reject Work which City's Pro�ect Manager believes to be def�ctive, or will nat produce a completed Project that conforrns fo the Contract Documents nr that will prejudice the integrity of the design concept of the completed Projcct as a furictioning whole as i�dicated by the Contract Dacuments. City will have authority ta conduct special inspection or testing of the Work as provided in Article 13, whether or not the Work is fabricated, �n.stalled, ar completed. Dete�minatians fo�- WoYk Perfo��ned Contractor w�l determine the actual quan#ities and classifzcations oi Work performed. City's Project Manager will review with Contractor the preljminary determinations on such matters before rendering a written recornm�ndation. City's written decision will be fu�al (e�cep� as rnodified to reflect changed fac�iaal conditions or mare accurate data). Decisions orr Require�rzents QfContract Documents and Acceptability of �ork A. City will be the uutial in�erpreter of the requirements of the Contract Documents and �udge of the acceptabiiJitty of the Work thereunder. B. Cily will render a written c3ecision on az�y issue referred. C. City's written decision on the i�sue referred will be final and hu�ditlg on the Cont�actor, subject to the provisians of Paragraph 1Q.Ob. ARTICLE 10 —(:HANGES IN THE WORK; CLAIMS; EXTRA WORK 10.01 Authorized Changes in the Work A. Without invalidating the Coni�ract and without notice to any surety, City may, at any time ar frorn time to time, order Extra Wark. Upon natice of suclz Exira Work, Contractor shall promptly proceed wi�th the Work invoived which will he perfortned under the applicable conditions of the Contract Dacuments (except as othexwise specif'ically provided). Extra Work shall be memorialized by a Change Order which may or may not precede an order of E�ra work. B. For rninor changes o� Work not requ�'ing changes to Contract Tnne or Contract Price, a Field Order may be issued by the City. CITY OF FORT WORTH Normvidale and Las Vegas Intersaction Imprpvements STAN�ARDCONSTRIICTION SPEC1FlCATION DOCUMENTS ProjectNn:lU1591 Itevisinn: 81L311D21 aa�zaa-i GENERAL CONDITIDN 5 Page 39 of 63 10. Q2 Unauthor�ized Changes in the Work Contxactor shal� not be en�itled to an increase in the Contract Pric� or an extension of tkhe Contract Time with respect to any wark perfarmed that is not required by the Contract Documents as arxtended, madifed, or supplemented as provided in Paragraph 3.4�, except in the case of an eme�gency as provided in Paragraph 6.17. 10,Q3 Executian ofChange O�ders A. City and Contractor shall execute appropriate Change Orders cavering; changes in the Work which are: (i} ordered �y City pursuant to Paragraph 10.O1.A, (ri) required because of acccptance af defectiv� Work under Paragraph 13.08 or City's correction of defective Work under Paragraph 13,09, or (iii) agreed to by the parties; 2. changes in the Contract Price or Conhact Time which are agreed to by the parties, including any undi�puted sum or amount of time for Work actually perforrned. 10.Q4 Ext�a �or�l� A. Should a differ�nce arise as to wha� does ar does not constitute Extra Work, or as to the payment thereof, and the City insists upon its per�ormance, the Contractor shall proceed with th� war� after makic�g written r�quest for wrii�en orders and shall keep accurate account of the actual reasonable cost thereo£ Contract Clairns regarding Extra Work shall be made pursuant ta Paragraph 10.06, B. The Contractor sk�all furnish the City such installation records of all deviations frnm the ariginal Contraci Docurnents as may be necessary to enable the City to prepare for permanent record a carrected set of p]ans showing the actual irjstallation. C. The compepsation agreed upon for Extra Work whether or not initiated by a Change Order shall be a full, complete and final payment for alI costs Contracior incurs as a result or relating to the change or Eactra ViTorlc, whether said cosis are kn�wrz, unknown, fateseen or unf'oreseen at that time, inciuding without limitation, any cos�s for delay, e�ended overhead, ripp�e or unpact cost, or any other effact on changed or unchanged vvark as a result af the change or Extra Work. 10.05 Natification to Sur�ety If �he provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contraet Iloeuments (including, but not limited to, Contract Price or Contract Tirrie), the giving o� any such nntice will be Conh-actar's responsibili#�, The amount of each applicable bond will be adjusted by ttke Contractor fa reflect the effect o� any such change. CITY OF FORT WqRTH Normandale and Las Vegas 1nYersection Improvements STANDAI�DCONSTRUCTION SPECIFICATION DOCUMEI�TS ProjectNo:101591 Revisi on: 823/?.LiL! 007200-1 GENERAL CONDfTION 5 Page 4D of 63 10.06 Co�atract Claims Process A. City's Decision Requir�d: A�l Contract Claims, except those vvaived pursuant io Paragraph 14.09, shall be referred to the City for decision. A decision by City sha.11 be required as a condition preced�nt ta any exerci�e by Contractor of any rights or remedies he may otherwise have under the Contract Documents or by Laws and Regulatians in re�peet af such Contract Claitns. B. Natice: 1. Written natice statin�g the general nature of each Contract Clairn shall be delivered by the Contractor to City no later ihan 15 days after the start of the event giving rise thereio. The responsibility ta subsiantiate a Contract Claim shall rest with the party maki�g the Contract Claim. Z. Notice of the amaunt or e�tent of the Contract Claim, with supporting data shall be delivered to the CiLy on or before 45 days from the sfa.rt of the event giving rise thereta (unless the City aIlows addatianai time for Cantractar to submit additiozaal or more accurate data in support of such Contract Claim). 3. A Contract C�a.im for an adjustment in Contract Price shall be prepared in accoxdance with the pravisions of Paxagraph 12.01. 4. A Coniract Claim for an adjustrnent in Contract Tune shall be prepared in accordance vwith the provisions af Paragraph 12.02. 5. Each Contract Claim shall be accompanied by Contractor's written statement that the adjustment claimed is the entire adjustment to which the Cantractor believes it �s entitled as a result of said event. 6. The C�.y shall submit any response to the Contractor within 3� day's after reeeipt of the claimant's last submi�tal (�iess Contract allows addition�al time). C. City's Action: City will review each Contract Clairn and, within 30 days after receipt of the ]ast submittal of the Contractar, iF any, talee one of the following actions in writing: 1. deny the Con�ract Claim in whole or in part; 2. approve the Confract Claim; or 3. notify the Contractor that the City is ut�ahle to resolve th� Cantract Cla�m �, in the City's sole discretion, it would be inap�rapriate for the Ciry to do so. For purposes of further resolution of the Contract Claim, sueh natice sh.all be deemed a den�l. C1TY OT� rORT 4VORTH Normandate and Las Veges Intersectinn lmproven�enYs ST1�N�ARQCONSTRl7CT10N SP�CIFICATION DQCLIMENTS ProjectNo:101591 Rev�sion: 82320Z1 ao7aoo-i GENIERALCON�I710N5 Page 41 of 63 D, City's written action under Paragraph lO.Ob.0 will be final and binding, unless City or Contractor invoke the c�ispute resolution procedur� set forih in Article 16 withui 30 days of such action or denial, E. No Contract CIaim for an adjustment in Cnn.tract Pric� or Contract Time will be vaIid if nat submitted in accordance with this Faragraph 10.06. ARTICLE 11— COST OF THE WORK; ALL�WANCES; iT1�IT PRICE WORK; PLAI�TS QUANTITY MEASUREMENT 11,01 Costaf the Work A. Costs Incluc�ed: The te�n Cost of the Work means the sum o� all costs, e�cept those excluded in Paragraph 11.O1.B, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value af any Work covered by a Change Order, the eosts to be reirnbursed to Cantractor will be only thnse additional or incrernental costs required because of the change in the Work. Such costs shall not imclude any o� the costs ite�xvzed in Paragraph 11.O1.B, and shall include but not be }immited to t�e %llow�ng items: 1. Payro�l costs for employees in the direct employ of Contractor in the periarmance of the Work under schedules of job classifications agz�eed upon by City and Cont�actor. Such employees sha11 include, without lirnitation, superintendents, fore�nen, and other personnel employed full time on fihe Work. PayroJl costs for employees not empla�ed full time on the Wark shall �e appartioned an the basis of their time spent on the Work. PayroIl costs shall ir�clude; a. salaries with a 55% markup, or b. salaries and wages plus the cost of fringe benef�s, which slaall include socia.l securiiy contributions, unemplayment, excise, and payroll taxes, workers' compensati�n, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of Regu�lar VVorking Hour�, Weekend Working Haurs, ox legal hoIidays, shall be included in the above to the e�ent autharized by City. 2. Cast of all materials and equipment furnished and incorpoxated in the Work, including costs of txanspartation and storage thereof, and Suppliers' �elc� services required in connection therewith. 3. Rentals of all construction equipment and machinery, and the parts thereof whether ranted from Cnntractor or athers m accordance with rental agreements approved by City, and the costs of tra�portation, loading, unloading, assembly, d�smanil�g, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts sha�l ceas� when the use ihereaf i� no longer necessary far the Work. CI'1'YOF FORT WORiH STANDARdCONSTRUCT[OH SPECIFfCATIOtJ DOCUMENTS Normandalea�tidLasVegaslntersectionlmprovemenrs Revision: FYL�iJ�] Projectt�la: 101591 nn�zuo-i GEiVERAt CDMElITION 5 Page 42 of 63 4. Paynnents made by Contractor to Subcontractors for Work per�ormad by Subcontractoxs. Tf required by Ciiy, Cont�actor shall abtain competitive bids frorrx subcontractors acceptable ta City and Contractor and shall del.iver such bids to City, who will then determir�e, which bids, if any, wi� be acceptable. If any subcontract provides that the Subcontracior is to be paid on the basis af Cost of the Work plus a fee, the �ubcontractor's Cost of the Work and fee s1�all be determined in the same manner as Con�ractar's Cost of the Work and fee as pro�ided in this P aragraph 11. D l. 5. Costs of specia� co�sultants {includirlg but not limited to engineers, architects, test.�ng laboratorics, surveyors, attorneys, and accountants) employed for services specificaIly related to the Work. 6. Supplemental costs including the followmg: a. T�e proportion af necessary transportatian, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, a£ all materia�, supp3ies, equipment, machinery, appliances, affice, and temporary facilities at ilie Site, and hand tools not owned by the workers, wl�ich are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the praperty of Contractor. c. Sa�es, cansumer, use, and �th�r similar i�.}CE5 related to the Work, anci for wkich Contracior is liable not covered under Paragraph 6.11, as impased by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcantractor, or anyone dsrectly or indirectly employed by any of them or for whose acts atry af thern may be liable, and rvyalty payment� and fees for permiis and licenses. e. Losses ant� damages (and rejaied e�enses} caused by damage to the Work, not campensated by insurance or atherwTise, sustained by Contractor in cnnnection with the performance of the Work, provided such iosses and daz�ages ha�e resuit�d from caus�s ather than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them ar for whose acts any of thez�ri may be liable- 5uch losses shall inelude settlements macie wit'h the written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the �Uork for the purpase of determin�g Cantractor's fee. £ The cost of utilities, fue3, and saniiary facilities at the Site. g. Minor expenses such as telegrams, long distance telephone calls, telephone and communication services at the Site, express and courier services, and similar peity cash items in cannection wiih the Work. CZTY OF F012T WORTH Nom�andale and Las Vegas Intersectian ]mprovements 5'I'AI�DAAI�CONSTRUCT[ON SPECIFICAT[DN DQCL]M�I�iTS ProjectNa:lU1591 Revision: $23l1(�21 007200-I GEN�RAL CONQITION S Pagc 43 of 63 h. The casts of premiums for all bonds and insi.�rance Contractor is required by the Contract Docwments to purchase and rna;intain. B. Costs Excluded: The term Cost af the Work shaI� not include any of the following iterns; Payrall costs and ather compensation of Cnntractor's offeers, executives, principaL� (of partnersl�ps and sole proprietorships), general managers, safety rr�nagers, engineers, architects, estimators, attorneys, auditors, accountants, purc�asing and contracting agents, expediters, timekeeper�, clerks, and other personuel ernployed by Con�ractor, whether at the Site or in Contractor's principal or branch off'ic� for general adrniz�istration a� the Work and not specifical�y iricluded an the agreed upon schedule of job classifications referred to in Paragra�h 11.O1.A.1 or specif'�ca�ly covered by Parageaph 11.O1.A.�, alI of whicb are to be considered adrniivstrative costs covered hy the Contractor's fee. 2, Expenses of Contractor's principal and branch affices other than Contractor's office at the Site. 3. A�y part of Contracior's capital exper�es, including interest on Contractor's capital emp�oyed for �lie Work and charges against Contractor fox delinquent payments. �. Costs due to the negligence of Contractor, any Subcontractor, or anyone direcfily or indirectly employed by any of them or for whpse acts any of them may be liable, including but not limited to, the correction of defecti�e Wark, disposal of rnaterial� or equipment Wrongly supplied, and malang good any damage ta property. 5. Other overhead or general expense costs of any kind. C. Contt•actor's Fee: When all the Work is pex_Formed on the basis of cost-plus, Contractar's fee shall be deterrnined as set forth in� the Agreement. Wh�n tl�e value of any Wark covered by a Change aarder far an adjustment m Coniract Price is determined on the basis of Cost of the Work, Contractor's fee skaall be datermined as �et forth in Paragraph 12.O1.C, D. Documentaiion: W1lenever the Cast of the Work for any purpose is to be determined pursuant to Paragraphs 1I.01.A and 11.a1.B, Contractor will establish and maintain records thereof in accordance with generaliy accepted accounting practices and submit in a form acceptable to City an itemized cost breakdown together with �upportirng data. 11.02 Allowc�nces A. Specified Allowance: It is understood that Contractor has included in the Coniract Pxice aIl allowances so r�a.med in the Contract Documents and s1�a.11 cause the Work so covered to be performed for such sunns and by such persons ar enti�ies as may be acceptable to Cify, B. P�e-bid Alrowances: 1. Contractor agrees that: CITY DF FORT WORT]-3 STANDARDC�NSTR.UCTION SPECIF[CATION �dCUMENTS Norn�andale and Las Vegas ]ntersection lmpravements Revision: 823�q21 Praject No: 101591 007200-1 GEN�RAL CON�171DN 5 Page 44 of 63 a. �ihe pre-bid a�lowances include the costto Contractox of rnaterials and equipnaent required by the ailowances to be delivered at the Site, and au app�icable taxes; and b. Contractor's costs �or unloaciuig and handling on the Site, ]abor, installa�ion, overhead, profit, and otl�er expez�ses contemplated for the pre-bid allowances have been included in the ailowances, and na dernand for additional payment an account af any of the foregoit�g ws11 be valid. C. ContfngencyAllowance: Contraci�r ag�rees that a contingency allowance, � any, is far ihe soIe use of City. D. Prior to frnal payment, an appropriate Change Order w�l be issued to reflect actual amaunts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. I1.03 Unit Price Work A. Where the Contract Documents pravide that aU or part o� the V+1ark is to i�e Unit Price Work, initialiy the Contraci Prica will be deemed to ir�clude far ail Unit Price Work an amaunt equal to the sum af the unit price for eachseparately identified i�em of LTnit Price Work tirnes the esiimated quantity of each item as indicated � the Agreem�ent. B. The estimated quantities of itetns af Unit Price Work are not guarante�d and are so�ely for the purpose of eonnpar�son of Bi,ds and detexrnining an iriitial Contract Price. Detez�x�inations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by City subject ia the provi�ions of Paragraph 9.05. C. Each unit price will be deemed to include an amaunt considexed by Contractor to be adequate to cover Contractor's overhead and profit for each separately iden%if'ied it�m. Work described in the Contract Documents, or reasonably inferred as required for a funciionally canzplete installation, but not identified in the listing af unit price items shall be considered incidental to unit price woxk listed and the cost af incidental work inciuded as part of the unit �rice. D. City may make an adjustrnent in the Contract Price 'vri accordance withParagraph 12.01 if: 1, the quantity of any itern of Unit Price Work performed by Contractor d�ers materially and significantly from the estimated quantity of such item indicated in the Agre�meni; and 2. there is no corresponding adjustment vvith respect to any other item af Work. E. Incr°eased o� Decreased Quanti�ies: Tl�e City re�erves the xight ta order Extra Work in accordance with Paragraph 10.01. 1. If ihe cllanges in quantities ar the alterations do not significantly c�a.nge the cYzaT'acter of work under the Cantract Documents, the alter�d wark v�ill be paid far at the Contract unit price. CITY OF FORT WORTH Normandale and Las Vegas Lytersecfiion ]mprovements STAND�1RBCpNSTRUCT[4N SPECIFICATION DOCUMEr1T9 FrojectT[a:101591 Revision: 823I1O1] oa�zoo-i GENERALCONpITIONS Page 45 of 63 2. If the chang�s in quantities ar alterations significantIy ck�ange the character of woxl�, the Contract wi1� be amended by a Change Order. 3. If no unit prices e�st, thi� varill be considered E�ctra Work and the Contract will be amended by a Change �rder iri accordanc� wi�tk� ArticIe 12, 4. A sigivficant change in the character of work occurs when: a. the character of work far any Item as altered differs maferzally in kind or natura from that in tl�e Contract or b. a Major Itezxi of wark varies by more than 25% from fihe arigrnal Contract quantiry. When tIle quantity of work to be done under any Major Item of the Confiraci is more than 125% af the original quantity stated in the Contract, then ei�her party ta the Contract �anay request an adjustment to the unit price on thE portion of the woxk ihat is above 125%. 5, When the quantity of work ta be done under any Major Item of the Contract is less tkian 75% af the original quantity stated in the Contract, �hen eithex party to �he Gontract may request an adjustment to the unit price. � 1.04 Plans Quantity Measurement A. Plans q�aantities may or znay not representthe exact quantity ofwork perfarmed or material rnoved, k�andled, or placed during the execution of the Contract. The esiimated bid quantities are designated as final payment quantiti�s, unle5s revised by the governang Section ax this Article. B. If th� quantity rneasured as outlined under "Price and Payment Procedures" varies by moxe than 25% (or as stipulated under "Price and Payrnent Procedures" for specif'ic Items} from the total estimated quantity for an individraal Item origit�ally shown in the Contract Documents, an adjustment may be made to the quantity of authorized work done for payment purposes. The party to the Contract requestitig the adjustment will pravide feld measurements and calculatians showing the final quantity for which payrnent will be rnade. Payment for revised quantity wiIl be made at � unit price bid for that Item, ��cept as provided for in Article 10. C, When quanti�ies are revised by a change in d�sign approved by the City, by Change Order, or to correct an error, or to c�rrect an error an ihe plans, the plans quantity will be mcreased ar decreased by the amour�t involved in the change, and f,he 25% variance wi1l apply to the new plans quantity. D. If the total Cantract quantiYy multiplied �y the unit price bid for an individual Item is �ess than $25Q and the Itern is not originally a plans quaniiry Item, then the Item may be paici as a plans quantity Item if the City and Con�ractor agree in writing to fix the final quan�ity as a pl�ns quantity. CITYOF FQRT WORTH STANDARbCON3"CRUCTION SP�.CIFICAT[ON DpCUMENTS NarmandaleaitidLasVegasIntersecrivnlmprovements Revision; 8/�2p�,] ProjectNo: 10159] oo�zao-� G�NERAL CON�1T10N 5 Page 4G of 63 E. For callout work or non-site specifc Contracts, tlze plans quantity measurement requirements are not app�icable. ARTICLE 12 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 12.01 Change of Contract Price A. The Contract Price may oniy be chang�d by a Change Order. B. The value of any Work cavered by a Ghange Order will be determined as follows: 1, where the Work involved is covered by unit prices eontair�ed in the Coniract Documents, by applica�ion of suchunit prices ta the quantities ofthe items �nvolved (subject to the provisions of Paragraph 11.03); or 2. where the Work invol�ed is nnt covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum or urut price (which may includ� an allowance for overhead and profrt not necessariiy in accordance with Paragraph 12.O1.C.2), and shall include the cost of any secondary impacts that are foreseeable at the tnne of pricing th� cost of Extra Work; or 3, where the Work it�volved is not covered by urut prices contained in the Contract Documents and agreement to a lump sum or unit price is not reachedunder Paragraph 12.O1.B.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01} plus a Contractor's fee for overhead and profit (deternvned as provided m Paragraph 12.O1.C). C. Contractar's Fee: The Contractor's additiax�a.l fee for overhead and profit shall be deterrniried as follows: 1. a mutua4y acceptable f�ed fee; ox 2. i£ a fixed fee �s not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incu�rred under Paragraphs 11.01.A.1, 11.O1.A.2. and 11.O1.A.3, the Gontractor's additional fee shall be 15 percent except far: 1) rental £ees for Contractor's own equipment using stanciard rental rates; 2) bands and insurance; b. for costs incurred under Paragraph 11.01.A.4 and 11 A1.A,S, the Contracior's fee shall be five percent (S°/a); 1) where one ar more ders of subcontracts are on the basis of Cnst of the Vi�ork plus a fee and no fixed fee is agreed upon, the ini�nt of Paragraphs 12.O1.C.2.a and 12.OI.C.2.b is that the Suhcontraetor wl�a act�ua�y performs the Wo�•k, ai whatever CjT Y OF FORT WORTH Normandale and Las Vegas li�tersection Improvaments STA%IDARDC�NSTRUCT[ON SPECIF1CATlON I)OCUM�N'�S ProjectNo:101591 Revision: 8�23/1.OZ1 ao�zoo-i GENERAL CONDITION 5 Page 47 of 63 tier, will be paid a fee of 15 percent of the casts incurred by such Subcontractar under Paragraphs 11.01.A.1 and 11.O1.A.2 and that any higher tier Subcontractor and Cantractor will each be paid a fee af five percent (5%) of the amour�t paid to the next lower tier Subcontractar, hawever in no case shall the cumulative total of fees paid be in excess of 25%; c. no fee shali be payable �n the basis af costs itemized under Faragraphs 11.O1.A.6, and 11,01.B; d. the an�ount of cred'zt to be aUawed by Contractar to City far any cliange which result� in a net dec�ease in cost will be the arnaunt of the acival net decrease in cost plus a deduction in Cantractor's fee by an amount equal to five percent (5°/n) of such net decrease. 12,02 Change ofCorrtractTime A. The Contract Time may only be changed by a Change Order. B. No extension af the Cantract Time will be allowed for E�tra Wnrk or for claimed delay unless the E�itra Work contemplated or claimed delay is shown to be on the critical path of the Project 5cheduXe or Contractor can show by Critical Path Method anaIysis how the Extra Work ar claime d delay adversely affacts the critical pa�h. 12.03 Delays A. Where Con�•actor is reasonably delayed in the performance or completian, of any part of the Work withrn the Contract Time due to delay beyond the conixol of Cantractor, the Contract Time may be extended � an amount equal to the time lost due to sueh delay if a Contract Claim is made therefor. Delaya beyond ihe control of Contractor shall irzclude, but not be limited to, acts or neglect by City, acts or negleet of utility own.ers or other contractors performing other work as eontexnplated by Article 7, fires, floods, epzde�nics, abnormal weather conditions, or acts of God. Such an adjustment sha� be Contractor's sole and exclusive remedy for the delays described i� this P aragraph. B. If Contractor is delayed, Ciry shall not be liable to Contractax for any claims, casts, losses, or c�ama.ges (including but not lirnited to au �ees and charges of engineers, archit�cts, attorneys, and other professionals and aIl court or arbitrat�on nr oth�r dispute resolution costs) sustain�d by Cantractor on or in cannectian with any other pxoject or anticipated project. C. Contractar shall not be entitled to an adjustment in Cantract Price or Contract Time for delays wit�in the contral of Contractor. DeIays att�ibutable ta and within the control of a Subcontractor ar Supplier shall be deemed to be delays witivn the contarol of Contractor. D. The Contraciar shall receive no compensation for delays or l�indraz�ces to the Work, e�ceptwhen direcfi and unavoidable e�ra cost ta the Contractor is caused by the failura of the City fa provide informatian or material, if any, which is to be fi�rni�hed by the City. C1TY OF FOI2T WORTH Normandale attd Las Vegas Intersection Improventents S'I'ANDARI�CONSTRUCTIDN SPECIFICA7'ION DOCUMENTS PrajectNo:101S91 Re�isian: 8�Z3J202] 007204-1 CEN�RAL COIVDITION 5 Page �48 of 63 ARTICLE 13 — TESTS AND INSPECTION�; C�RRECTION, REMOVAL �R ACCEPTAI�TCE OF DEFECTIVE WORK 13.01 Notice af Defects Natic� of all ciefectrve Work of which City has acival lmowledge will be given to Contractor. Defec#ive Work rnay be rejected, carrected, or accepted as provided in thi� Article 13. 13.02 Acc�ss to Work City, independent testing laboratories, and governtnental agencies with jurisdictional interests will have acc�ss to the Site and the Work at xeasonabl� times for their obsexvation, inspectian, and testing. Contractar shall provide them propex and safe conditinns for such access and advi�e them of Contractor's safety procedures and pxograms so that they rnay comply therewith as applicable. 13.03 Tests and Inspections A. Contractar shall give City timely notice of readiness of the Work for all required 'mspections, test�, or approvals and shall cooperate wikh inspection and testing �ersonnel to facilitate required inspections ar tests. B. If Contract Docwnen#�, Laws or Regulations of any publ�c body having juri�sdic�ion require any of the Work {or part thereo� to be inspected, tested, or appraved, Contractor sha11 assume fi�ll responsibility for arranging and abtaining such independent inspections, tests, retests or appravals, pay aIl costs � connection therewith, and funjish C�y ihe required certificat�s of inspecti�n or approval; excepting, however, ihos� fees specifically identi�ied in the Supplementary Canditions or any Texas Department af Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supp%nnentaiy Conditions. C. Contractor shafl b� responsi�le for arranging and abtaining and sl�all pay all costs in connec�ior� with any inspections, tests, re-fiests, or apprQvals required for City's acceptance of materials or equiprnent to be incoaporated in the Work; or acceptance of m�aterials, mix designs, ar equipment submitted for approval prior to Contractor's purchase thereo� for incorporatian sn the Wark.. Such inspections, tests, re-tests, or approva�s shall be perfarrned by organi2ation� acceptable to City. D. City miay arrange far the services of an independent testirig laboratory ("Tasting Lab") to perfarm any inspections ar tesis ("Testing") fflr any part of the Work, as determiued solely by City. 1, City will coordinate such Tes�mg to the exten# possible, with Contractor; 2, Should any Testing under this Sec�ion 13.03 D resulfi iri a"fail", "did nat pass" or other similar negative resul�, the Contractor shall be responsible for paying for any and all retests. Cont�actor's cancellation without cause af City initiated Testing shaIl be deerned a negative result ar�d require a retest. CITY OF FORT 4V4RTH Normaudale a��d Las Vegas intersectinn Improvements STANDARbCONSTRlIC7']ON SP�CIFICATION DOCUMENTS ProjectNo:101591 Revision: 8�Z3/�{l�l 007200-1 GENERRL CONDITION 5 Page 49 of 63 3. Aray amounts owed for any retest under this Sectian 13.03 D shall be paid directIy to the Testin.g Lab by Contraetor. �ity will �orward al� invoices for retests to Contractor. 4. If Contractor fails to pay tI�e Tesiing Lab, City will not issue Final Payment unti� the Testat�g Lab is paid. E. If any Work (or khe work of othexs) that is to be inspected, tested, or approved is covered by Contractor without written concurren�e of City, Coz�tractor shall, if requesied b� City, uricover such Work for observation. F, Uncovaxing Work as provided in Paragraph 13.03.E shall be at Contractor's expense, G. Cantractor shall have the right to rrzake a Contract Claim regarding any retest or aizavoice issued under Section 13.Q3 D. 13.Q4 Uncove�ing Wo�k A. If azzy Work is covexed contrary to the Contract Dacuments ar specific instructions by the City, it musi, if r�quested by City, be uncovered for City's abservatian and replaced at Cont�actor's expellse. B. Zf City considers it nece�sar� or advisable t�at covered Work be observed by City or inspected oz tested by others, Contraetor, at City's request, sl�alI uncover, expose, or other�rise make avail�ble far observation, inspection, ar t�sting as City may require, ihat part�ion of the Wnrk in question, furniskzi�ng all neceasaary labor, material, and equipment. If it is found that the uncavered Work i� defecirve, Contractor shall pay all c�aims, costs, losses, and darnages (including but not limited to all fees and charges of eng�neers, architects, attorneys, anci other professianals and alI court ar other dispute re5olution casts) arising out of or relating to such uncovering, exposure, abservation, inspection, and testing, and of satisfactory replacement or reconsfiructian {includ�ng but not limited to all costs of repair or r�place�nent of work of others); or City shall be enti�led to accept d�fective V4'ork in accordance with Paragraph 13.08 � which case Contractor shall still be responsible for all costs associated with e�osing, observing, and testing the defective Work. 2, If the uncovexed Work is not �ound to be defective, Contractor sh�Il be allowed an increase in the Contract Pxice or an extension of the Cantract Time, or both, directly aitributable to such uncovering, exposure, observat�on, inspection, testing, replacernent, and reconstruction. 13,(}5 Ciry May Stap the Work If ihe Work is c�efective, or Contractar fails to supply suffcient skilled workers or sui.table materials or equipnient, or fails to perform the Work in such a way that the completed Work will conforrn to the Contract Docum�nts, City may order Contractor to stop the Work, or any portion thereof, until the cause �'or such order has been eIiminat�d; however, this right of Cit� to stop the Work shail not give rise to any duty on the part of City to e�excise this right for the benefzt of Con�ractor, any CITY OF PORT WORT}3 Norma�idale a�id Las Vegas ]ntersectcon Improvements STANDARDWNSTRUCTION SPEC1FlCATION T�OCiJNI�NTS Projeetl�o:lU1591 Revision: 823/2D21 oo7zaa-t GENERALCON�ITION 5 Page SU of 53 Subcontractor, any Supplier, any ather individual or entity, or any surety for, or employee or agen.t af any of them. 13.06 CorNection or Removal of Defective Work A. Promptly afterreceipt of written notzce, Contractor sk�a.11 correct all defective Work pursuant to an aceeptable scheduke, whether or not fabricated, installed, or completed, or, if the Work hasbeen rejected by City, remove it from the Project and rep�ace it with Work that is not defectrve. Contractor sha�l pay all claitns, eosfis, additional testin.g, losses, and damages (Sncluding but not lirnited to all fees and charges of engineers, arclutects, attorneys, and other professianal� and a11 court or arbitration ar other dispute resolution costs) arising out of or relating to such correction or removal (inciudin�g but not lir�uted to all costs of xepair or replacement of woxk nf others). Failure to require the xemoval af any defective Work shall not constitute acceptance of such Wark. B. Whan carrectu�g defecti�e Wark under the terms of tivs Paragraph 13.06 or Paragraph 13.07, Contractor shall take no actzon that would vaid or otherwi�e impair City's special warra�ty and guarantee, if ar�y, on said Wnrk. 13.07 Correction Period A. I�within two (2) years after the date of Final Acceptance (or such longer period oft�me as ma.y be prescrbed hy the terms of any app�ical�le 5pecial guarantee required by the Contract Documents}, an�r Work is �ound to be defective, or if the repa�r of any damages to the land or areas made available far Contractor's use by City or permitted by Laws anci Regulations as contemplated in Paragraph 6.10.A is found ta be defective, Contractor sha]I promptly, witl�.out cosi tQ City and in accardance with City's written instructions: 1. repair such defectiv� land or a:reas; or 2. correct sueh defective Work; ar if the defective Work has been re�ected by City, rernova it from the Projeet and replace it with Work that is not defective, an.d 4. sa�isfactorily correct or repair or remove and replace any daxnage to other Work, to the work of others ar other land vr areas resulting therefirom. B. If Cantractor does not promptly comply with t�ie terrns of Ciiy's written instructions, ax in an emergency where delay would cause serio�s risk of loss ox damage, City may have the defective Work corrected or repaired ar may have the rejected VJork removed and replaced. All claitns, costs, losses, and damages (including but not limited to all fees and charges of engineers, architect�, attorneys, and other professionals and all court ar other dispute xesalution costs) arising out of ar relating to such correction or repair or such remaval and replacement (includin�g but not limited to alI costs of repair or replacement of work of others) will be paid by Contractor. CITY OF FOKT WORTH Normandale and Las Vegas Intersention Impror+emei�Ys STANDAIZDCONSTRUC'C[ON SI'ECICICATION DOCUME�]TS ProjectNo:101591 Revisiou; 8232021 oo�aoo-� GENFFtAL COND ITION 5 P age 5] of 63 C, In speeial circwnstances where a partic�lar itern of equipment is placed in contiz�uous service before Final Acceptance of all the VFTork, the correction period for that rtem rnay start to run fi:om an earlier date if so provided in the Contract Documen#s. D. Where defective Work (and damage to other Work resu�ting ther�irnm} has been corrected or remov�d and replaced under this Paragraph 13.07, the correction period hereunder r�vith respect to such Work may be required to be ext�nded far an addi�ior�al period of nne year after the ezxd of the initial ca�ection period. City sha1l provide 30 days rnrritten notice to Contractar should sucb additional wan•anty coverage be required. Canixactor may dispute this requirement by filing a Contract Claim, purstaant to Paragraph 10.06. E, Contractor's obIigatio� under this Paragraph 13.Q7 are in addition ta any other obligation or warranty. The provisioz�s of this Paragraph 13.07 sha� not be construed as a substitute for, or a waiver of, the provisions of any applicable staiute of limitation ar repose. I3.0$ Acceptance ofDefective Wor1� If, instead nf requ.iring correction or remaval and replacernent of defective Wark, City prefers to accept it, City xnay do so. Contractor shall pay all clauns, costs, Iosses, and damages (including but not limited to all fees and ch�xges af engineers, architects, attorneys, and othex profession�ls and all eourt or other clispute resolution costs) attributable to City's evaluation of and determinaiion ta accept such defective Work and for the d'miinished value of the Work to the extent not otherwise paid by Contractaar, If any such acceptance occurs priar to Final Acceptance, a Change Order will be issued incorporating the necessary revisions in fihe Contract Documents with xespect ta the Work, and Cit}� shalI be enfiatled to an appxopriate decrease in the Contract Price, r�flecting the diminisk�ed �alue of Work so accepted. 13.09 CatyMay Cor�ectDef�ctive Wo�k A. If Contracto� fails witkin a reasonable time after written natice from City to corract defective Work, or io �emove and replace rejected Wark as required by City in accordance with Paragraph 13.06.A, or if Contraetor fa�ls ta perform the Work in accaxdance with the Contract Documenis, or if Contractor fails to comply with any otl�er provision af the Contract Documents, City �nay, after se�en {7) days written notice to Contractor, cQrrect, or remedy any such deficiency. B. In exerc�su�g �thc rights and remedies tander thi,s Paragraph 13,04, City shall proceed expeditiously. In connection with such carrecti�e ar remedial action, City may exclude Contractar from all or part of the Site, take po�sesszan of all or part of the Work and suspend Cantractor's services related theret�, and incorporate in the 'Work all materials and ec�uipment incorporated in the Work, stored at the Site ar far which City has paid Contractor but which are stared el�ewhere. Contractor shall allow City, City's representatives, agents, consultants, erz�ployees, and City's other contractors, access to the Site to enable City to exercise the rights and re�nedies under this P aragraph. C. All claiuns, cosfs, lasses, and darnages {ineluding but not limited to all fees and charge5 of engineers, architects, attorneys, and other prof�ssionals and all caurt or oth�r dispute resalution CIT Y OF 1� ORT WORTH Nonnandale a�rd Las Vegas Intarsection [mproventients STAI�iDARDCdNSTRUCT[ON SPHCIF1CATlON DOCUMENTS Pro,jectNa:1015.91 Revision: 823�2021 0(}�200-1 CENERAL CONDITIDN S P age 52 af 63 casts) incurred or sustained h}� City in exercising the rights and remedies under thi� Paragraph 13.09 will be charged against Contractor, and a Change Oxder wi31 be issued incorporatmg fhe necessaryrevisions in the Cantract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not perfo�rrnrnance of the P aragraph 13. 09. be allowec� an extension of the Contract Time because af any deIay in the Wark attributable to tl�e exercise of City's rights and remedies under this ARTICLE 14 — PAYMEli1T5 TO CONTRACTOR AND COMPLETION 14.01 Schedule of Vadzres The �chedul.e of Values for lump sum contracts established as provided in Paragraph 2.07 wiill serve as the basis far progress payrnents and will be incorporated into a�orm of Application for Paymerrt acceptable to City. Pro�ess payments on acco�nt of Unit Price Work will L�e based on the number of units completed. 14.02 Progress Payments A. Applicatiarts far Payments: 1. Contractor is respansible for providing all uiformation as required to become a vendor of the City. 2. At least 20 days before the date establ'zshed in the General Requirements for each progress payment, Cantractor skia.11 submit to Ci�ty for review an Application for Payment flled out and signed b�+ Contractor coveritig the Wark completed as of the da#e of the Applicaf�on and accoznpanied by such supporting docunnentatzon as is required by the Cantract Documents. If payment is requested on the ba�is of materials and equipmez�k not incorporated in the Work but delivered and suitably stored at the Site or at another locatian agreed to in writing, the Application for Pa�nen# sl�all also be accampanied by a bill of sale, invaice, or other documentation warranting that City has received the material� and equipment free and clear of all Liens and e�vidence that the materials and equipment are cavered by appropria.te insurance or other arrangements to protect City's interest therein, all of which must be satisfactory to City. 4. Beginr�ing with the second Applicatian far Payment, eachApplication shall include an affdavit af Cantractor stating tl�at previous prngress payments rec�ived on account of the Woxk have been applied on account to discharge Contractor's Iegztimate obligations associated with �rior Applieations for Payznent. 5. Tb.e amount af retaina�e with respect to progress payments will be as described in subsection C. unless otherwise stipulated in the Contract Docurnents. CITY QF �'ORT WORTH Normandale and l.as Vegas Intersection Impro�emenls STAI�iD.hR�CONSTRUCTION SPECIFICt1T[OiJ �OCUMSTiTS Projectt�Io:101591 Ret�ision: 823(l0'll oo�zoo-i GENERALCONDIT14N5 P age 53 of 63 B. Review ofApplicatian.s: 1, City wi11, after receipt of each App�ication for Payrnent, either indicate in writing a recomrnendation of payment or return the Applicaiion ta Contracior indicatiz�g reasons far refusing payment. In the latter case, Contractor may rnake the necessary correctians and r�submit tk�e App�icatinn. 2. City's pracessing of any �aayment requested 'm an Appl�cation for Payment will be based on City's observations of ihe ex�cuted Work, and on City's review of the Application for Payment a�d the aecompanying data and schedu�es, that to the best of City's kna�vledge: a. the Work has progressed to the point i�dicated; b. the quality of the Wark is generally in accordance witll the Contract Documents {subject to an e�aluation of the Work as a functioning whole prior to ar upon Final Acceptance, the results of any subsequent tests called for in th� Contract Dacuments, a final determination of quantities and classifications for Work performed under Paragraph 9.05, and any other quali�'icatians stated in the recommendation), 3. Processing any such paym�nt will not thereby be deemed to have represent�d that: a. inspections made to check the qua.lity or the guantity of the Wark as it I�as been perforrned har�e been e�hausti�ve, extended to every aspect of the VVork in progress, or involved d�tai}ed inspeciions of tkxe Worl� bayond the responszbilities spec�ieally assigned to City in the Contract Documants; ax b, there rnay not be otk�er matiers or issues between the parties that rnight entitie Contractor td be paid additionally by City or endtle City ta withhold payment to Cantractor; or c. Contractor l�as complied �rith Laws and R�gu]atians applicable to Contractor's performance of the Work. 4. City may refuse to process the whole or any part of any payment because of subsequently discovered evidence or the reaults of subsequent inspections aar tests, and re�ise or revoke any such paymenfi previousIy made, to such extent as may be necessary to protect Ci�y from �oss because: a. the Work is defec�i�e or completed Work has been damaged by the Contractor or subcontractors requ�ring correction ar replacement; b. discrepancies in quantities cantained in previous applications �'ar payment;. c, the Contract Price has been reduced by Change Orders; d. City has been required to corract def�cti�ve V�ork or edrnplete Wark in accorciance with P aragraph 13 , 09; or CITY 0�' FpRT WORTH t�Iotmandale and Las Vegas htitersection ]mprovements STANpARDCONSTRUC7'[ON SPECIFICAT[ON bQCUMENTS PrajectNo:10l591 Reeision: 8 /13 12 0 2 1 0072D0-1 GEN�RAL CON�ITION S Page 54 af 63 e. City has actual knowledge of �kie occurrence af ariy of the events enumerated in Paragraph IS.02.A. C. Retainage: 1. Fox contracts less than $40Q,000 at the time of execution, retainage shall be ten percent (1Q%a). 2. For contracts greater than $400,000 at the tune of execution, retamage shall be five perc�nt (5%). D. Liq�idatec� Damcxges. For each calendar day that any �vork shall remain uncompleted after the time speciiied in the Contract Documents, the sum per day specified in the Agreement will be assessed agai�st the manies due the Contractor, not as a penatty, but as damages suf'�ered by the e��y. E. Pay�ent.' Contractor will l�e paid pursuant tn the requirements af fhis Article 14 and payment will became due in accordance with the Cont�act Documents. F. �eductfon in Payment:• 1. �City �ay refuse to make pa�rment of the amaunt requested because: a, Liens ha�e been �"iled in conneetion with the Work, except where Cnntractor has delivere d a specific bond satisfactory to City to secure the satisfaction and discharge of such Liens; b. there are other items en�itling City to a set-offagainst the amount recommended; or �. City has actual knowledge of �e occurrence of any of the events enumerated in Paragraphs 14.02.B.4.a through 1�.02.B.4.e or Paragraph 15.02.A. 2, If City refuses to make payz�aent of the amount requested, Ciry will give Contractor written notice statuig the reasons for such action and pay Contractor any amount are�ining after deduction af the amolant so withheld. City shall pay Contractar the arnount so withheld, or any adjustment thereto agreed �a by City and Contraetor, when Contrac#or remedies the reasoz�s for such actson. 14.03 Cont�actor's YT'arranty of Title Gontractor warrants and guarantees that title to all Work, materia.ls, arid equipment covered by any 1�pp?acation for Payrr�ent, whether incarporated in the Project or not, will pass to City no later than the time af payrnent free and clear oi all Liens. C1T Y OF FORT WORTI l Norma��dale and Las Vegas Intersectian Impro�ements STANDARDCONSTRUCTION SPECIFTCATl4N D�CUMENTS Projactl�io:101591 R ev i s i on: 8�"l_3/1(121 007200-] GENERAL CONbITION S Page 55 of G3 14.44 Partial Utilizatian A. Priar to Final Acceptance of all the Worlc, City may use ar occupy any part af the Work which has specifically been identified in the Canfi�act Documents, or which City determines c�nstitutes a sepa�rately functioning and �asable part of the Work t�ia� can be used for its intended purpose with�ut signifcant interference with Coni�actor's performance of the remainder af the Work. City at any time may notify Cautractor in writing to permit City to use or Qccupy any such par•t of the Work which City deterrni�es to be ready for its intend�d use, subject to the fol�owing conditions: 1. Contractor at any tune may notiiy City � writing that Contractor eonsiders any such part of the Work ready for its intended use. 2. Wi�in a i°easonable time after notifzcation as enumerated in Paragraph 14,OS,A.1, Crty and Cont�actar silall make an inspection of that part o� the Wark to determine its status of complet�on. If Gity does not consid�r that part of the Work to be substantially complete, City wi11 notify Contractor in writing giving the reasons therefor. 3. PartialUtifizatian will not constitute Final Accepta�ce by City. I4.05 Finallnspection A. Upon written notic e from C ontractor that the entire Work is S u b s t a n t i a l ly Complete in accordance with the Contract Daeuments: 1. Within 14 days, City will schedule a Final Inspectian with Contractor. 2. City will z�ot�fy Contractor in writing of all partieulars in which this inspect�on reveals that the Work is ineomple#e or defective ("Punch List Items"). Contractor shaIl innmediately talce such measure� as are necess�y to complete su�h Work or remedy such deficiencies. B. No time charge will be made against the Contractor be�t�ween said date of natification to the City of Suhstantial Compleiion and the date of Final Inspection. 1. Should the City determine that the Work is not ready far Final Inspection, City will notify the Contractor in writing of the reasons and Contract Time will resume. 2. 5hould the City concuz� that Substantial Completion has been achieved with the exeeption of any Puncli List Items, Cantract Time will restune for the duration it takes far Contra�tor to achieve Final Acceptance. 14.�6 FinalAcceptance Upan eompletion by Cvntractor to City's satisfaction, of any additiona.l Work identified in the F�al Inspection, City will issue to Contractor a Ietter oi Final Acceptance. CITYQF FORT WORT'H Normandale and Las Vegas IntersectioEt Impravements STEINDAR�CONSTAiICT10N 5PECIPICATIQN DDCUMENTS ProjectNo:101591 Aevisian: �1 OD7200-1 GENERAL COND IT 10 N 5 P age 56 of 63 1�.Q7 FinalPayment A. ApplicationfoY Payment: 1. Upon Final Accepta�.Ge, and in the opi�ion of City, Contractor rnay make an application for final payment following the procedure far progiress payments in accordartce with the Contract Document�. 2. The final Applicatian for Payment shall be accompanied (except as previau5ly delivered) by: a. all dacurnentatian called fror in the Cont�ract Docum�nts, including but no# limited ta the evidence af insurance required by Paragraph 5.Q3; b. consent of the surety, if any, to final payment; c. a list of all pez�ding or released Damage Claims against Ci�ty that Contractor belie�es aze unsettled; and d. affdavits of payments and complete and legally effective releases or waivers (satisfactary to City) of ali Lien rights arising out o� or Lien� fi�ed in connectian with the VVork. B. PayrazentBecomesDue: 1. After City's acceptance of the Application for Payment and accampanying documentatian, requested by Contractor, less previous payments nnade and any sum City is entitled, incluciing but not limited ta liquidated damages, will become due and payable. 2. Aftex allDamage Claims have beenresolved: a, directly by the Contractor or; b. Contractar provides evidence that the Damage Claim has been reported to Contractor's insurance provider for r�salution. 3. T�.e making of the imal payment by the C�ity sha�l not relieve the Contraetor of az�y guarantees or other requ�rements of the Contract Docur�nents which specif'ica3ly continue thereafter. 14.08 Final Con7pletion Delayedand Partial RetainageR�lease A. I�' f�al completion of the Work is si�cantly delayed, an�l if City so confirms, Ciry may, upon receipt of Cantractor's �'inal Appfica�ion �ar Payment, and without terminating the Cantract, make payment of the balance due for that portion of the Work fully conripleted and accepted. If the rernain�r►g balance to be held by City for Work nofi fully completed or correc�ed is less than the retainage stipulated in Paragraph 14.02.C, and if bands have been fi�rnished as required in Paragraph 5.02, the written consent af the surety ta the payment of the balance due for that CITY OF FORT WORTH Nonnandale and Las Vegas Intersection Improvements STANtaA�ZbCONSTRUCTlON 3PECIF[CAT10N IaOCUMENTS Project3�]o:101591 Revisiott: 8�13l1CQ1 00720D-] GENERAL CONDITION S Page S7 af 63 portion of the Work fully completed and accepted s1�all be submitted by Contractor to City with tYie Applicati,on For such payment, Such payment skxall be made under th� terms and conditions governing final payment, except �iat it shall not constitute a waiver o� Con�ract Clairns. B. Pcartial �2etaanageRelease. For a Contract that provides for a sepaxafe vegetative estahlishment and maintenance, an� test and perforrnance periods following the completion of alI other canstruction in the Contract Documents for all Work locations, the City may release a portion of the amount retained provided that all other work is completed as determined by ihe City. Befare the release, all s�ibmittals and f�.al quantities must be campleted and accepted for aIl other r�vork. An amflunt sufficient to ensure Cantract compliance will be retained. 14.09 Waiver af Clairns The accep�ance of final payment wiIl constitute a release of the Ciry frc�rn all clairns or liabilit ie s under the Contract for anything done ar furnished or relating to the wark under the Contract Documents or any a.ct or neglect of City related to or connected with the Contract. ARTICLE 1�— SUSPENSION OF WORK AI'1iD TERMINATION 1 S.O1 City May 5uspend Wo�k A. At any time and without cause, City may suspend the Work or any partion therenf by written notice to Cantractor and which may fix the date on which Work will be resurned. Contractar sha,lI resurne the Work on the date so fixed. During temporary suspension of the Work covered by tk�ese Contxact Docurnents, for any reason, the City will make no e�ra payment for stand-by time of const�uction equipment and/or construetian crews. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the cont�ol of and without the fault or negligence of the Contractor, and should it he determin.ed by mutual consent af the Contractar and City thafi a solution to a�low construction to proceed is not ava�able vvithin a rea�onable period of time, Con�•actor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contrac#or shall siore au materials in such a�manner that they will not obstruct or imp�de the publie unnecessarily nor becoma damaged in any way, and be shall take every precaution to prevent damage or deterioraiion of the work performed; he shall provide suitable drainage about the work, and erect iemparary struct�.u-es where nEcessary. D. Contractor may be r�imbursed far th� cost of moving hi� equipment oif the job and returning th� necessary equipment to the job when. it is det�rmined by th� City that constr�actian may be resumed. �uch reimbwsement shall be based on actual cost to tbe Contractor df znoving the equipment and no profit will be allawed Reimbursement may not �e allowed if the equipmen� is �moved to another construction project for the CiLy. CITYDFFORT WORTII Normandale and Las Vcgas Intarscction Improvements STANC]ARDCONSTR[ICT[QN SP�CIfICATION bpCUMENTs PrajacifVa:101591 Revision: 8/23�1L12I oo�aao-� GENERALGONDITION S Page 58 of 63 15.02 City May 2'erminate fa� Cause A. The occurrence o�any one or more of the follovving events by way of example, but nat of lir�itation, may jus�ify termination for cause: 1. Contractor's persistent failure to perf�rm the Work in accardance witb th� Contract Docutnents (including, but not lunited to, fail�e ta supply suffczent sk�7led workers ar suitable materia�s or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to tim� pursuant to Paragraph 6.04, or fa�lure to adhere to the City's Business Drversity Enterprise Ordinanee #20020-12-2011established under Paragraph 6.06.D}; 2. Contractor's dasregard of Laws or Regulations of any public body having juri�dietion; 3. Contractor's repeated disregardof the authority of City; or 4, Contractor's violatian in any substantial way of any prov�sions af the Contract Documents; or 5. Contracior's failure to promptly make good any defect in materials or warkmanship, or defec�s of any nature, the correction of which has been directed in writ�g by the City; ar 6. Substantial indication that the Contractor has tnade an unautYa�rized assi�nent of the Contract ar any funds due therefrorn for the benefit of any credrtnr or for any ather purpose; or 7. Substantial evidence that the Cantractor has become �asolvent or bankrupt, or otl�erwise i'manc�a]Iy w�able to carry on the VVork satisfactorily; or S. Contractor commences legal action izi a court of competent jurisdiction against the City. B. If one ar more of the events identified in Paragraph 15.02A. occur, City will provide written notice to Contractor and Surety to arxange a conferen�e with Cantractor and Surety to add.ress Contractor's failure to perform the ViWork. Conference shall be held not later il�an 15 days, after receipt of notice. 1. If the City, the Contractar, and the Surety do not agxee to allow the Contractor �o proceed to perform the construct�an Contract, the City may, to the extent pernutted by Lavvs and Regula�i�ns, declare a Contractor default and farmally terininate the Contractor's right to complete the Contract. Contractar default shall not be declared earfier than 20 days after the Contractor and Surety have received notice of conf�erence to address Contractor's failure to perform the Work. 2. Ii Contraetor's servic�s are terminated, 5urety sJ�all be obligated to take over and perform the Work. If Surety does not commence performance thereof within 15 consecutive calendar da�s after clate of an additional written natice demand'mg Surety's perfornnance of its CITY OF FORT WOATH Norinandale and l.as Vegas Inlersaction Improvemenis STANAARDCON5TRUCT[4N SPECiFICATION DdCUMENTS ProjectNo:lO1S91 Revision: 82312(itl oo�zoa-i GENERAL CONp IT 10 N S P age 54 of 63 obligatians, then City, without process or action at law, may take Qver any portion of the Work and complete if as described below. a. Tf City caxnpletes the Work, City may excIude Conh•actar and Sur�ty from the site and take possession of the Work, and aIl materials and equipment incorporated into the Work stored at the Site or for wluch City has paicl Cantractax or Surety but which are stored elsewhere, and fuvsh the Work as City may deem expedient. Whether City �r Su�rety completes the Work, Contractor sha11 not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all cl�ims, costs, losses and darnages sustained by City arising out of or resulting from completrtng the Wark, such e�ce�s will be paid to Contractor. If such claims, costs, losses and damages exceedsuch unpaid balance, Cantractor s3�all pay tk�e difference tn City. Such claims, costs, losses and damages mcurred by Ciry will be incorpaxated in a Change Order, provided that when exereising any rights or remedies uzader this Paragxaph, City shall not be required to obiain the lowest price for the Work perforrned. 4. Neitber City, nor any of its respective consultants, agents, officers, directors or emp�oyees shall be in any way liable or accoutLtable to Contractor or Surety for the method by which the completion of the �aid Wark, nr any portion thereof, may be accomplished ar for the pricc paid therefor. City, z�otwithstanding the method used in completing the Contract, sl�all not forfeit the right to recover damages from Contractor or Surety for Contractor's fa�lure to timely complete the entire Contract. Contractor shall not be entitled to any claim on accpunt of the methad used by City in completing the Contract. 6. Maintenance af tk�e Work sha�l ca�tinue to be Contractor's and Surety's responsibilities as pi°avided for m fhe bond requirernez�ts of the Contract Docum�nts ox any specia.] guarantees provided far under the Con#ract Docurnents or any othex obligations otherwise prescribec� by Iaw. C. Notwithstailding Paragraphs 15.02.B, Contractor'� services will not be terminated if Contractor begins withul seven days of receipt of notiee of int�nt ta terminate to correct its failure to perfarm and praceeds d�igentIy to cure sueh failure within no more than 30 days of receipt of said natice. D. Where C�ntractor's services have been so termin�ted by City, the termination will not affect an.y rights ar remedies of City against Contractor il�en existing or which may thereafter accrue. Any retentian or pay�ment af moneys due Contractor by City will not release Contractor from liability. E. If and �o the extent that Contractor has provided a performance band under the provision� of Paragraph 5.02, the termmatian proeedures of that bond shall not supersede the provisions of this Articl�. CITY OF FORT WQRTll Notmandale and Las Vegas Intersection Improvements STANbAItDCON5TRUCT1tiN SPECfCICATION DOCiTMENTS ProjectNo:101541 Revision: 823RQZ[ 00 72 6D - I GENERAL. CONDITION 5 Fage GD of 63 15.03 City� May �errninate For Convenience A. Ciiy may, without cause and without prejudice to any ather right or remedy of City, texminate the Contract. Any tern�ination shall be effectedby mailing a noti�e of the tel�nination to the Contractor specifying the e�ent to which perfarmance of Work und�r the contract is terminated, and the date upon whi�h such termit�ation l�ecames affec�i�e. Receipt of the natic� shall be deemad conclusively presumed and establisbed whenthe letter is placed in the United States Pastal Service Mail by the Ciiy. Further, it shali be deemed conclusively presumed and established that such terminaii�n is xnade wiih just cause as therein stated; and no proof in any claim, demand or suit shall be required of the City regarding such discretionary action. B. After receipt of a notice of tertninatian, and except as othearwise directed by the City, the Contractor shall: 1. Stap work under the Contracton the date and io the e�ent spec�ed in the notice oftermina�ion; 2. place no further orders or subcontracts for rnaterials, services or facilities except as may be necessary for campletion of such portion of the Work under the Contract as is not terminated; 3. terminate a�l orders and subcontracts to the extent that they relate to the perfarmance oi the Work tertninated by z�ntice of texminatiQn; 4. transfer title to the Ciry and deliver in the manner, at the times, and to the ez�kent, if any, clirected by the City: a. #k�e fabricated or unfabricated parts, Work in progess, completed Work, supplies and other material produced as a part of, or acquired in cannection with the performance of, the Wark term.izaated by the notice of the termination; and b. the cornpleted, or partially completed plans, drawings, informa.�ion and other property which, if the Contract had been completed, would have been required �o be furnished to the City. 5. co�naplete performance of such Work as shall not have been terminated by the notice of termination; and 6. take such action as may be necessary, or as the City may ciirect, for the proteetion and preservation o� the property xelated to its contract which is in the possession of the Contractor and iti which the owmer has or may acquire the rest. C. At a time not later than 30 ci�ys after the termination date specified 'm the notice af termination, the Contractor may submit ta the City a list, ceriified as to quantity and quality, of any ar all items of ternlination inventory not previausly disposed af, exclusive of it�ms the dispasrtion of which has been directed ar authorized by City. C[T Y OF FORT WdRTH Normandale and Las Vegas Interses�ion lmprovemea�ts 5T�3�QARDCONSTRUCTlON SPLCIF[CAT10N l7OGUN�L'NT5 Prajectt�Io:101591 Revision: &'L3l1021 ou�zoo-� GENERALCON�ITIQN 5 Page 61 of 63 D. Not ]ater than 15 days thereafter, the City shall accept titIe to such items provided, that the list submitted shall be subject to verificatinn by the City upan xemoval of tlle items ar, if t17e items are s�ored, within 45 days fron� the date of submission of tbe list, and any necessary adjustments to correct the Iist as submitted, shall be rnade prior to f�nal settlement. E. Not later than 64 days after the notice of termination, the Co�tracior shalI submit k�is termination cla�n to the City an the form and with the certif"ication prescribed by #.he City. Unless an exiension is made in writing within such FO day period by the Coniractor, and granted by the City, any and aIl such claims shall be conclusively deemed waived. F. In such case, Contractor sk�all be paid far (without duplic�tion of any items): 1. eompleted and aeceptable Work executed zn accordance with the Contract Documents priar to the effective date of termin�tion, including �aaur and reasonable sutns far overhead and prof�t on such Work; 2. expez�ses sustained prior to thE efFective date of ter�nination in performing services and furnishing labor, materials, ar ec�uipment as required by the Contract Dacument� in conne�tion with uncompleted Work, plus ia�r and reasanabke sums for overhead and profit an such expenses; and 3. reasona�le expenses direc�ly attributable to terminatic�n. G. In the event of tk�e fa�ure of the C�ntractor and City to agree upan the whol� amount to be paid to t1�e Contractor by reason of the terzz�ina;tion of the Work, the City shall determine, on the �asis of information available to it, the amount, if any, due to the Cnntractor by reasonof the termination and sJ�aII pay to the Contraetor th� amounts determined. Contractor sha�l no� be paid nn accour�t of loss of anticipated profits or re�enue or other �conoznic loss arising out of or resultin�g from such t�rmination. ARTICLE 16 — DISPUTE RESOLUTION 1�.01 Methods and Procedures A. E�er City or Contractor may request mediation of any Contract Claim submiti�d for a decision utYder Paragraph 1Q,06 before such decision becomes final and b�nding. The requestfax mediation shall be submitted to the other party to the Contract. Tinnely submissian of the request shall stay the effect of Paragraph 1�.Ob,E. B. City and Contractor shall participate in the mediation process in good faith. The process sha11 be comtnenced wi�hiti b0 days of f�ing of the request. C. If the Contract CIairra is not resolved by mediation, City's actian under Paragraph iQ.06.0 ox a denial pursuant to Paragraphs 10.06.C.3 or 10.06.D sl�all became �"in�al and bind�ng 3Q days after termination of the mediation unless, within thai tim� period, City or Contractor: C1T Y OF FORT WORTI-I Normandale and Las Vegas lntersection ImprovemenYs STANbARpCONSTRUCT`101� SPECIfICA1'10N bOCUMENTS ProjectNo:101591 Revision: 823✓102] 0072QD-1 GENERAL C4ND 1710N 5 Page 62 of 63 1. elects in vvriting to invoke any other dispute resolution proeess provided for in the Supplementary Conditions, ar 2. agrees with the other party to subrnit the Contrac� Claim to anothex dispute resolution process; or 3. gives written notice to �lie ather party of the intent to submit ihe Contract Claim to a court of campetent jurisdiction. ARTICLE 17 — MISCELLANEOU� 17.01 GiviragNotice A. Whenever any provision af the Contracfi Documents requires the giv�ng of vvritten notice, it will be cieemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of �he corporation far whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, ia the last busiu�ess address known to the giver of the not�ce. B. Business address changes miast be promptly made in writing to the ather party. C, Whenever the Contract Docu�nents speczfies girring notice by electronic means such electroruc notice slaall be deemed sufficient upan confirmation of receipt by the receiving party. 17.02 Conzputation of �Times When any periad of tune is referredto in ihe Can�ract Documents by days, it wvill be computed to exclude ihe first and include #he last day of such period. If the last day of xny such period falls on a Saturday or Sunday or on a day x-nade a legal holiday the next Wvrking Day shall become the last day of the period. 17.03 Cunai:slative I�etnedies The duties and obligations imposed by these GeneralCanditions anc� the r�ghts and xemedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a lunitation of, any rights and remedies available to any or all of th�rn which are otherwise imposed or ava�able by Laws or Regu.la.tions, by special warranty or guarantee, or by other provisions af the Coniract Docurnents. The provisians of this Paragraph wiill be as efFective as if repeated specif'ica]Iy in the Con�'act Documents in connec#ion with each particular duty, obligation, right, and remedy to which they apply. CITYOF FORT WORTH Nonnandalc aud Las Vegas Intetseclioii lmproveinents 5TA3�IDf1RDCOM3TRUCTION 3PECIFICAT[�N DOCUMENTS ProjectNo:101591 Revision: 823/2D2i ao 7z ao - � G�N�RAL CONDITION S Page 63 of 63 17.04 Sa�rvivcrl ofObligations All representations, indenu�ifications, warfanties, and guarantees made in, required by, or given in aecordance with the Contract Documents, as well as all continuing obligations irndicated 'm the Contract Documents, will survive �au�al paym�nt, completion, and acceptance of the Work or termination ar completion of th� Cont�ract or terminafion of the services of Contractor. 17.05 Headi�gs Article and paragraph headings are inserted for convenience only and do nat constitute parts of these G�nerai Conditions. CI"iY OF FQRT WORTH Normandale and Las Vegas.Interseciion iiupresvements STAND?.RbCDI�STRUCTION SP�CIFICATION DOCUMEN7'S ProjeciNo; 101591 Revisiqn: 8�13/i021 a0 73 OU SUPPLEMENTARY CONDITIOI�4S Page 1 of 6 SECTION 00 73 00 SUPPLEMENTARY CONDITIONS TO GENERAL CONDITIONS Sup�iementary Conciitions Tl�ese 5up�lementary Conditions modify and supplement Sectian 00 72 fl0 - General Conditions, and other pro�isions of the Contract Documents as indicated below. All provisions of the General Conditions that are mo.dified or supplemented remain in full Farce and effect as so modified ar supplemenied. Ail provisions of the General Canditions which sre not so rnodified or supplemented remain iri full for�e a�nd affect. Defiued Terms The terms used in these Supplemer�tary Cor�ditians which are de.fined in the General Condit�ons have the meaning assigned to them in the General Canditions, unless specifically noted herein. Modi�'ications and SuppEements The fol3owing are instructions that modify nr supplement specific paragraphs in the General Conditians and ather Contract Documents. SC-3.03B.�, "Resalving Discrepancies" Plans go�ern avet Specifications. 5C-4.01A �asement limits shown on tIie Drawing are appraximate and were provided tv establish a basis %r bidding. UQon receiving the fmai easements descriptions, Ca�tractor shall compare them tn the lines shovrn on th� Contract Drawings. 5C-4.OIA.1., "Availability of Lands" The following is a list af knawn outsYanding right-of-way, and/or ease�nents to be acquired, if any as of August 1�, 2020. Outstanding Right-Of-Way, and/or Easements tq Be Acyuired PARCEL OWNER NUMBER None �IJA TARGET DATE OF P�SSESSION N/A The Cantractor understands and agrees that the dafies listed above are estimates only, are not guaranteed, asid do not bind the Gity. If Contractor considers the final easements provided to differ materially from khe representations on the Contract Drawings, Contractar shall within five (5) Business Days and before praceeding with the Work, notify City iv writing associated with the differing easement line iocations. SC-4.01A.2, "Availability of I.ands" CITY OI' FaRT WORTH Normandale and Las Vegas Intersection Improvements STANDARP CONSTRUCTION SPECIFICA7'lON DOCUMENTS Project Na: 101591 Revised March 9, 202U afl �s o0 SUPPL�MENTARY CO�IbITIQNS Psge 2 of 6 Utilities or obstructions to 6e removed, adjusted, and/or reloeated The following is list of utilities and/ar obst�•uctions that have not been removed, adjusted, anc�lor relocated as of August 14, 202Q EXPECTED UTILITY AND LOCATION OVVNER None TARG�'F DA7'E OF ADIUSTMENT The Contractor understands and agrees that the dates listed above are estimates only, are no# guaranteed, and da notbind the City.. SC-4.02A., "Subsurface and Physical Conditions" The following are reports of explorati�ns and iests oF subsurface conditions at the site of the Work: Nane SC-4.06A., L°Hazardous Environmental Conditions at Site" The follawing are reparts arid cfrawings of existing hazardous environmental conditions known to the City: None SC-5.03A., f°Certificates of Ins�rance" The entities listed below are "additional insureds as their interest may appear" including their respective of�icers, directars, agents and employaes. (1) City (2) Consultant: GEi Cansultants, Crazg Dasign Group, Lee Engineering, Civi] Associates (3) Other: None SC-5.04A., °fContractor's Insurance" The Iimits of liab�lity for the insurance required by Paragraph GC-5.04 shall pravide the following caverages for not less than the following a�nounts ar greater where z�equli�ed by laws and regulatioas: 5.04A. Workers' Compensation, under Paragraph GC-S.Q4A. Staiutory limits Employer's liability $IOQ, 000 each crccident/occurrence $100, QQO Dissase - each employee $500, 000 Disease - policy l imit SC-5A4B., °°Contractor's Insurance" 5.045. Commercial General Liability, undar Paragraph GC-5.04B. Cantractor's I�iability Insurance under Paragraph GC-SA4B., which sha�I be on a per projeet basis cavering the Contractor with minimum limits af: $1, OOQ, D00 each occurrerrce $2,OOQ, 0�0 aggregate limit CI7`I' pr FQRT WORTH Normandale and Las Vegas Intersectiott lmprnvements STANBARb CON5TRi1CTiON SPECIFICATION bpCUMHNTS Praject No: 101591 Re�ised Maroh 9, 2420 00 73 UO 3iIPPLEMENTARY COt�fDIT1�NS Paga 3 of 6 The policy must have an endarseinent (Amendment — Aggregate Limits af Insurance) making the General Aggregate Limits appiy separately to each job site. The Gammercial General Liabiliry Insurance paiicies shal1 provide "X", "C", anci "U" coverage's. Verifica�ion of such coverage must be shown in the Remarks Article of the Certificate of Insurance. SC 5.04C., "Contractor's Insurance" 5.04C. Automobile Liability, under Paragraph GC-S.Q4C. Contractor's Liability Insurance under Paragraph GC-5.04C., which shal! be in an amount not less t�an the following amounts: (1) Automobi{e Liability - a commercial businass pol.icy shall pro�ide c�verage on "Any Auta", defined as autos owneci, hired and non-owned. $1,000,000 each accident on a comb.ined single limit basis. Split limits are acceptable if limits are at least; $25Q 000 Bodily Injury per person / $500, 000 Badily Inja�r� per accident / $1 a0, 000 Property Damage SC-5.04D., "Cantractor's Insurance" The Contractor's cQnsixuction acti�ities will require its ernployees, agents, subcontractars, equipment, and material deliveries to cross railroadpropertres and tracks owned and operafed by "None". The Contractar shall conduct its operations on railroad properties in such a uiaaner as not to interf�re wit�, hinder, or ohs�ruct the railroad campany in any mannsr whatsoever ir� the use ar operatioa of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a"Righk of Entry Agreement" with the particular railroaci company or compariies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right-of-entry (if any} required by a railroad company. The requirements specified herein lik�wise relate to the Cantractar's use of grivate andlor construction access roads crassing said railroad company's properties. The Contraetual Liability coverage required by Paz-agraph 5.04D of the GeaeraI Canditions sha�l provide coverage fnr not less than th� following amoun.ts, issued by companies satisfactory to the City and to the Railroad Company for a tea-m that continues far so long as tlie Contractor's operations and work cross, occupy, or tauch railroad property: {1) General Aggregate: (2) Each Occui�rence: Reguired %r this. Contract N/A N/A X Npt required for tl�is Contract With respect to the above autlined insurance requirements, the follow�ing sha�l govern: l. Where a single rai1raad company is �n�olved, the Contractor sha11 provide one insurance poliey in the name of the raiiroad comp�ny. However, if more than one grade separation or at-grade crossing is af�ec#ed by the Project at entirely separate locatians on the line or lines af the same raiirosd company, separate caverage inay be required, each in the annount stated abo�e. CITY OF FORT WOR7'H 3Vor►nandaie and Las Vegas Intersection Imgrovements 5TA3�DnRD Cbt�STRUC170N SPECIFICATION DOCUMENTS Frojec! No: 1D3591 Revised Marcl� 9, 2020 00 �3 oa �IJPALEMEN7ARY CQ[�1DITIOIIS Page 4 of 6 2. Wl�ere more than one railroad company is operating on the same right-of-way ar where several railroad companies are invol�ed and operated on their own separate rights-of-way, the Contractor �nay he required to pro�ida separate insnrance policies in the name of each railroad coinpany. 3. If, in addition to a grade separation ar an af-grade crossing, other work or activiry is proposed on a railrpad company's right-of wa� at a locatian entirely separate fi•om the grade saparation or at-grade crossing, insueance coverage for this work must 6e incjuded in the policy covering the grade separatian. 4. If no grade separat�on is involr+ed but other work is proposed on a railroad company's right-af-way, all such other work may 6e covered in a singIe poIiey for that railroad, even though the work may be at twa or more separate locations. No work ar activities an a railroad company's property to be perfarmed by the Gontractor sha116e commenced until the Contractor has furnished the City with an original policy or policies of tha insurance for each railroad company named, as required above. All such insurance must be approved by the Ci#y and each affected Railroad Corr►pany prinr ta the Contractor's baginning work. The insurance specified abave must be carried until all Work to be perfonned on tEie railroad right-of-way has been coznpleted and the grade crossing, if any, is no longer used by the Contractar. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-waX. Such insurance must name the railraad company as the insured, togetk�er with any tenant or lessee of the railroad company operating ov�r traeks in�alved in the Project. SC-6.04., "Project Schedule" _�_ . � Project schedule shall be tier�for the project. SC-6.07., L6Wage Rates" The following is the prevailing wage rat� table{s) applical�la ta this project and is pro�ided in the Appendixes: Will be listed at a later date, closer to construction. A copy of the table is also a�ailable by access�ng the City's website ai: httns://apps.fortworthtexas.�av/ProiectResources! You can access the fale by fotlowing the directory path: 02-Construction Docume�sts/Specifications/DivQO — General Conditions SC-6.09., "Permits and Lltilities" SC-6.69A., "Contractor obtained permi�s and licenses" The following are knovvn pei�nits andlor licenses required by the Contract to be acyuired by the Contractor: 1. None SC-6.09B. °fCity abtained perrnits and iicenses" The fqllowing are known pe�mits and/or licenses required by Yhe Contract to be acquired by the Ci#y: 2. None SC-6.09C. "Outstanding permits and licenses" The following is a list of known outstanding parmits and/or licenses to be acquired, if any as of August 14, 2020. CITY Or FDRT WORTH Normandale and Las Vegas fititersection Improvements 3TANpARD C4N5TRUCTIQN SPECIFICATION BOCUMENTS Project No: 101591 Revised March 9, 2020 Op 73 00 SUPPLEMENTARY CONpITION� Page 5 of 6 Outstanding Permits andlar Licenses to Be Acqnired OWNER PERMIT OR L[CENSB AND I,OCATION None SC-7.02., "Coordination" N/A N/A The individuals or entities listed below have contracts with the City for the perfoi7nance of other work at the Site: Vendor TBD :� of Work Coordination Auth TBD SG8.01, "Commuoications to Contractar" Will be listed when information is known. SC-9.01., "City's Project Manager" The City's Project Manager for this Contraet is Derek White, or hisll�er successor pursuant to written noti�cation from t�e Director of Transpartation SC-13.03C., "Tests and Inspectians" None SC-16.01C.1, "Mefhods and Pracedures" Nane TAI�GET DATE OF POSS�S510N CITY OF FQRT WORTH Normandale and Las Vegas [ntersection Improvements STANDAAb CONSTRUCT[p[� SPECIPICATION DOCUM�NTS Prqject No: 1 � l 591 Revised Ivtarch 9, 2U20 aa �3 ao SUPPLEM�,TITARY CONDITIOTIS Page S of6 Ln'D UF S�CTI(}N CITY OP FORT WORTF{ Narmandale and Las Vegas Interseetion lmpror+ements STANDARb CONSTRUCTION SPECIFICATION I?OCl1MGNT5 Project Na: l0159] Revised March 9, 2024 aiiioo-i 5UMMARY OF WORK Page ! of 3 SECTION Ol 1I 00 SUMMARY OF WORK PART1- GENERAL 1.1 SU MMARY A. Section Includes: 1. Summary of Work ta be performed in accordance with �lie Contract Documents B. Deviations from this City ofFort Worth Standard Specificatiou 1. None. C. Related Specification Sections include, but are not necessarily limited to: Division 0- Biddin� Requir�ments, Cont�•act Fnrms, and Conditions o.f t�ae Contraet 2. Division l- General Requu'ements 1.2 PRICE AND PAYIVIENT P1tOCEDiJRES A. Measurement and Payment 1. Work associated with this ltem is considered subsidiary to tl�e various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 AD1VilNISTRATIVE REQiJ�REMENTS A.. Work Cavered by Coiitract Documents Work is to include furnishing all labar, materia�s, and equipmant, aisd performing all Work nec�ssary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work Any and all Work specsfically governed by documen�ary requirements for the }�roject, such as conditions innposed by the Drawings ar Coa�tract Documents in which no speci�ic item for bici has been provided for in tlie Proposal and the item is not a ty. pical unit bid item included on tlie standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be i�cluded in the pr�ae bid in the Proposal for various bid items. C. Use of Premises 1. Coardinate uses of premises under direction of the City. Z. Assume fujl responsibility for pratection and safekeeping of materials and equipment sLored on the Site. 3. Use and occupy only pnrtions af the public streets and a�leys, or ofiher public places or ather rights�of-way as provided for iri the ordinances of the City, as sliown in tl�e C.ontract Documents, or as may be specificaDy authorized it� writing by the City. a. A reasonable amnunt of tools, materials, and equipment for construction purposes �nay be stored in su.ch space, but no more than is necessary tn avoid delay in the constructioii operations. C1TY OF FORT WORTH Normandale and Las Vegas Intersection lmprovements 51'ANDARD CONSTRUCTIOM SPECIFICATION DpCUMENTS Prnject No: 101591 Revised December 20, 2012 oi i� oo-z svM�Y or wo� Page 2 of 3 b. E�cavated and waste niaterials shall be stared 'ui such a way as not ta interfere witl� the use af spaces t11at may be designated to be left fi-ee and unobstructed and sa as not to inconvenience accupants of adjaceiit property. c. If the street is occupied by railroad tracks, the Work slsall be carried on in such manner as not to interfere with th,e operatidn of the railroad. 1) All Work shall be in accardance with railroad reqnirements set forth in Di�ision 0 as well as the rarlroad permi#. D. Work within Easements 1. Do not enter upon private praperty for any purpose without having prer�iously obtained �ermission from tise ownar oi such property. 2. Do not store eyuipm�nt ar material on pri�a�e property unless and until the speeified approval of the property orzvner has baen secured in writing by tl�e Contraetor and a copy furnished to the City. 3. Unless specificaljy provided o.therwise, clear all rights-of-way or easements of obstructions wl�ich must be removed to rnake possible proper prosecution of the Work as a part of �lie project cons�ructioil ope�•atians. 4. Freseive azid use e�ery precaution to prevent damage to, all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all ather types of structures or imgrovements, to all water, sewer, and gas li�ses, to all conduits, overhead pole lines, or appurtenances tliereof, inciuding the coustruction of temporary fences and to all other public or private properky adjacenfi to the Work. 5. Notify t�ie praper representatives of the owners or occupants of the public or private lands of interest in ]ands which might be affected by the Work, a. Such notice sl�al] be made at least 481iaurs in advance af the beginning of the Work. b. Notices shaI1 be applicable #o both public and private utility companies and any corporation, campany, indi�idual, or other, either as owners or occupants, whose Iand ar interest in land miglrt be affected b� tl�e Work. c. Be respousible foc a11 da�nage or injury ta property of a�ry cliaracter resulting from any act, omiss�on, neglect, or rnisconduct in tl�e manner or method or execution af fhe Work, or at any time due ta def�ctive work, material, or equipinent. 6. Fence a. Restore aIl fences encounter�d and removed during constiuction of the Proj�ct to the original or a better than origina] coudition. b. Eract tamporary feneing in place of the fencing removed whenever th� Work is not in progress and when the site is vacated overnight, and/or at all times to provide site security. c. The cost for all Fence �ork witli.in easemerns, i�icludiilg removal, temporary closures and replacement, shajl be subsidiary to the various iterns bid in the projeet prop�osal, uiiless a bid itexn is specifically provided in the pro�ao�al. C1TY O�' FORT WORTH Nnrmandale and Las Vegas Intersection Impro�ements STANDARb CON5TRUCTION SY�CIF[GATION DOCUMEN7'S ProjectNo: 101591 Revised December20, 2Q12 O1 11 00 -3 SUMMARY OF WORK Pxge 3 of 3 1.5 SUBMITTAL5 [NOT USED] 1.G ACTION �UBMITTALS/INFORMATIONAL �USMTTTALS [NOT USED] l.i CLOSEOi7'I' SUBM�TTALS [NOT USED] i.8 MAINTENANCE MATERiAL SUBNIITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] l.l.p DELIVERY, STORAGE, AND HANDLING [NOT USED} 1.11 FIELD [�ITE] C�NDITIONS [NOT USEDj 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTI�N [NOT USED] END OF SECTI�N Re�ision L4g DATE NAME SUMMARY OF CHANGE CITY OF PDRT W�RTH Nonnandale and Las Vegas Intersectian Improvements S`I'?1VDAftD CONSTRUCTI�N SPECIFICATION DOCUMCNTS Project No: 101 S91 Revised Decemher 20, 2012 012500-1 SUgST[TUT10N PRqCEDi]RE5 Page 1 of'4 sECT�oN oi �� oa SUBSTITUTION PROCEDURES PART1- GENERAL 1.1 SUMM�RY A. Section I�lcludes: The procedure for raquesting the approval of substitution of a pr�aduct that is not equi�al�nt tn a product which �s specified by descriptiv� or performance criteria or de�ned by reference to 1 or more ofthe fotlowing: a, Name nf manufacturer h. Na�ne of vendor c. Trad� name d. Catalog number 2. Substitutions are not "or-equals". B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Relatcd Specification Sectiians include, but are not neeessarily liinited to: 1, Di�ision 0-- Bidding Requirements, Contract Foems and Conditions a�the Contract 2, Divisio�s 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDIIRES A. M�asurement and Paymcnt l. Work associated with this Item is coilsidered subsidiary to the various items bid. No separate payme�it will be allowed far this Item. 1.3 REFERENCES [N�T USED] 1.4 ADMiNISTRATNE REQUIREMENTS A. Request fQr Substitution - General 1. Within 3U days aftel• award of Coiit��act (unless noted otherwise), the City will consider formal requests from Contractor for suk�stitution af products in place af those specified. 2. Certaiu types of equipment and kinds of maierial are described in Specifications by means of reFerenees to na�nes of manufacturers and ve�idors, trade naanes, ar catalog numbers. a. When this method �f specifying is used, ii is not intended to ez�cIude from consideration other praducts bearing atlier tnanufacturer's or �encior's names, trade naines, ar catalo� numbers, provided said products are "or�equals," as determined by City. 3. Other types of equipment and kinds of material may be aeceptable substitutions under the following conditians: a. Or-equals ara unavailable due to strike, discontinued production of produets meeting sgecifed requirernents, or other factors beyond control of Cantractor; or, CTTY pF FORT WQRTH Normandele and Las Vegas Intersection Improvements STANbARp CONSTRUCTION 5P�CIFICATION DOCUMEN't'S Project No: 1 U159] Revised Jaly l, 2011 oi as oo - z SUBSTITUTI03�] PAOCEI]URES Page 2 of 4 b. Contractor proposes a cost aticilor time reduction incea�ti�e to the City. 1..5 SUBNIITTALS A. See Request for Substitution �orm (attached) B. Procedure for Requesting 5ubstitution 1. Substitution s4iall be considered oniy: a. After award of Coniract b. Under the canditians stated harein 2. Submit 3 copies of each writt�n request for substitution, including: a. Documentatiai� 1} Compl�te data substautiating coinpliance of praposed substitution with Confiract Docum�nts 2) Data relating to changes in construction schedul�, when a reduction is proposed 3) Data relating to cS�anges in cdst b. For products 1) Product identi�catian a) Manufacturer's name b} Telephone number and representative con#act nama c} Specification 5ectiou Qr Drawing reference of origii�ally specified praduct, including discrete name ar tag numher assigned to originaI produ.ct in the Contract Dacuments 2) Manufacturer's jiteratuxe clearly marked to show compliatice of proposed product with Cantract Documents 3) Iternized comparison af original and proposed product addressing product characteristics including, hut not necessari�y limited to: a} Size b) Compositinn or materiais of constructiop c) Weight d) EIectrical or mechanical requirements 4} Product experience a) Location of past projects utilizing product b) Na�ne ai�d telepl�one ►�umbcr of persons associatcd vvith referenced projeets Iu�owledg�able eoncerning proposed product c} Available field data and repo.rts assaciated with proposed product 5) Samples a) Pa•ovide at request of City. b) Samples became the property of �lie City. c. For eonstruction methads: 1} Detailed description of propnsed method 2) Iilustration drawings C. Appraval or Rejectio�t 1, Wriiten approva1 or rejection af substitution given by the City 2. City resarves die right to require praposed product to comply with color and pattern a� specifed product if necessaiy to secure design iirtent. 3. In the event the substitution is approved, tlie r�sulting cost and/or fime reduction will be dacumented by Change Ord�r in accordance with the General Cai�ditions. CITY OF F�RT WORTH Nomia��dale and Las Vegas Tntersection lmprovements STANDARD CONS`I'RUCTIaN SPECIFICATION D�CUM�NTS Project i�o: 101591 Reviscd luly 1, 2U11 012500-3 SUBSTITUTION PROCEDUItES Page 3 of 4 4. No additional contract time will be given for substitution. S. Substitution will he rejected if: a. Subrnittal is nat thraugh the Contractor witl� liis stamp of approval b. Request is not made in accordance with this Speei�catiou Seetion c. Iri the City. 's opinion, acceptaz�ce will require substantial re�isian o�the original desigp d. I�� the City's opinion, substitution will not perform adequateIy the function consistent with the dasign intent 1.6 ACTION SIIBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QLI�ALITY A�SiTRANC� A, fn makiiig request for substitution or in using an approved product, the Contractor represents that the Cantractor: 1. Has investigated proposed product, and has dstermined that it is adequate or superior in all respects to that specified, and that it will perform function for which it is inte��ded 2. Wil] provide same guarantee for substitute item as for product specified 3. Will coardinate installation of accepted substitution iirto Work, to ii�clude building ma�iiications if necessary, making sucl� cha»ges as may be required for Work to be complete iii all respects �. Waives ail claims for additional costs related fo substitutian which subsequently arise 110 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDIT�ON� [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT IISED] PART 3 - EXECUTTON [N�T U�ED] END OF SECTION CITY OF FdRT WORl'H IVormandale aiid Las Vegas Intersectian Improvements STANDARD CONSTRUCTION 5P�CIFIC/�T10N DOCUMENTS Peoject Np; [0i591 Revised July I, 2011 oi2soo-a SL]BSTITi1'TI03V P�iOCEDUli�S Page 4 of 4 EXIIIBIT A REQIIEST FOR SUBSTITUTION FORM: TO: PROJEGT: DATE: 1�Ve hereby submit for your consideration the following product instead af the speci�ed item for the above projeet: SECTION PARAGR.APH SPECIFIED ITEM Proposed Substitutian: Reason for Substitution: Include complete information on changes to Drawings atidlor Specifications which prapused substit�ation will require for ifs praper instaljation. Filj in Blanks Below: A. Will tlie undersigned contractar pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect do�s substitution have on other trades? C. Differences between proposed suhstitution attd specified item? D. Differences in produet cost or product delivery time? E. Manufacturer's gusrantees of the proposed and specified iiems are: Equal Better (explain an attachmei7t) Th,e un�ersigned states that the functiou, appearance and quality are equivaleirt or superior to the speci�ed item. Submitted By: For Use by City Signature as noted Firm Address Date Telephone For Use by City: Approved City _ Recommended Not recommsnded By Date Remarks Date Rej ected _ Recommended Received iate CITY qf' FORT WORTH Nonnandale and Las Vegas Intersectiau Lnprovements STANbARD COAfST[tUC'I'ION 5FECIPICATIQN DOCUMENTS Praject No: 101591 Revised July I, 2D f 1 013119-1 PI�CONSTRUCTTON ME�TING Page I of 3 sECTiorr o1 �i �� PRECONSTRUCT�ON M�ETING PART1- GENERAL l..] SUMMARY A. Section lncludes: ]. Pto�isions for t�ie preconstruction meeting tn he held p�•ior to tlie star� of Work to clarify construction contract admiriistration proc�dures B. Deviations from tlSis City of Fort Worth Standard 5pecificatioil I , Noiie. C. Related Speci�catioii 5ections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Di�isian 1— General Requirements 1.2 PRICE AND PAYMENT PR�CEDi]RES A. Measuremei�t ar�d Pay�nent 1. Work associated with this Item is cansidered subsidiary to the �various items bid. No separate payment will be allowed for tl�is l�em. 1.3 REFERENCES [NOT iTSED] 1.4 ADMINI�TRA,T`IVE REQUIREMENTS A. Caardiiiation 1. Attend preconstructian meeting, 2. Representatives of Cantractor, su6contractoi°s and suppliers attending meetings shall be qualified and authorized io act oii behalf of tlie entity each represents. 3. Meetin� administered by City may be tape reco�•ded. a. If recorded, tapes wi]I b�; used to prepare minutes and retained k�y City for future i°efer�nce. B. Preconstruetiou Meeting 1. A preconstruction meeting will be l�e1d within 14 days after the execution of the Agreetrfent and before Work is started. a. The meeting �vill be scheduled and ad�ni��istered by the City. 2. The Project R�presentative will preside at iha rneeting, prepare fihe notes of tlte meeting and distribut� copies af sa�n� to all participants who so request by fulIy completing ihe attendanee farm to be circulated at the begintiing of the m�eting. 3. Attendance shal] ii�clude: a, Proj�ct Representative b. Contractor's project inaa�ager c. Cantractor's superintendent d. Any subcontractor ar supplier repres�ntatives wlsotn the Contractor may desire to invite or the City may request CITY OP FORT WORTH Normandale and Las Vegas ]ntersection Improvements STANDAI2D CONST1tL1CTI0IV SPECIFICATTp%I DOCUMENTS Projact Tlo; 1p1541 Revised August l7, 2D12 01 3l !9 -2 PRECOIVSTRUG'I'ION MEETiNG Page 2 o.f 3 e. Other City representaiives f. Oth�rs as appropriate 4. Construction Schedule a. Prepare baseline constructioti schedule in accardance with Section O1 32 16 and provide at Preconstructioxi Meeting. b. City will notify Contractor of any sclzedule chat�g�s uponNotice of Preconstructioi� Meeting. 5. Preliminaty Agenda jnay inelude: a. Introduction of Praject Personnel b, General Descriptiou of Project c. Status of right-of-way, utility clearances, easelnents or otlier pertinent permits d. Contractor's work plan and schedule e. Contract Time f. Natice to Proceed g. Construction Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Field �rders k. Dis�osal �ite Letter for Waste Material 1. Insurance R�newals m. Payroll Cer�ification n. Material Certifications and Quality Control Testing o. Public 5afety and Convenience p, Dacuinentation of Pre-Construction Conditions y. Weekend Work.Noti�cation r. Lega3 Holidays s. Trench Safety Plans t. Confined Space Entry Standards u. Coordination with the City's representative for operations of existing water systeins v. Storm Water Poliuiion Prevention Plan w. Coordinatioi� witli other Contractors x. Early Warning System y. Contractar Evaluatian z. Special Conditions applicable tn the project aa. Dama.ges Claims bb. Submittal Procedur�s cc. Substitution Procedures dd. Correspaudence Routing ee. Reeord Drawings Ff. Temporary construction facilities gg. M/WBE or MBE/SSE procedures hh. Final Aceeptance ii_ Final Payinent jj. Questions or C.otnments CITY OF FORT WORTH Nnnuandale and Las Vegas Interseetion Imprnveme�its STANDAAD COI�4S`�'RUCTIOt�i SPECIFICATION DOCUMENTS Project No: 1a1591 Revised August 17, 2012 O1 31 l9 - 3 PRECOIVSTRLTCT[ON MEETINCr Page 3 nf 3 1.5 SIIBMTTTALS [NOT USED] 1.6 ACTION SUBNIITTALSIINFORMATIONAL SUBMITTALS [NOT USED] 1.7 CL�SEQUT SUBNIITTALS [NOT USED] 1.8 MAINTENANCE 1V�ATERTAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, 5TORAGE, AND IiANDLING jN�T USED] 1.11 FIELD jSITE] CQNDITTONS [NOT L1�SED] 1.1� WARRANTY [NQT USED] PART � - PRODUCTS [NOT USED] PART 3- EXECUTION jNUT USED] END OF SECTION CITY OF FdRT WORTH Npnnaudale and Las Vegas Intersection Improvements STANDARD CONSTRUCTION SP�CIFTCATION DpCUMENI'S Project No: ]01591 Revised August 17, 2012 013120-1 PR07ECT ME�TlNGS Page 1 of 3 SECTION 013120 PRO]ECT M�ETTNGS PART1- GENERAL i.l SUMMARY A. 5ection Includes: 1. Provisions far pro�ect meeti�ags tl�raughout the construction period to enabl�; orderly review of the progress of the Work and to provide for systematic discussion of potential problems B. De�iations this City of Fort Worth Standard Specificatian 1. Nane. C. Re�ated Specification Sections include, but arE not necessarily limited to: 1. Division 0— Bidding Requiremer�ts, Contract �'orms and Conditions afthe Contract 2. Division 1— General Requirements 1.2 PRICE AND PAY1VlENT PROCEDURES A. Measurement and Payment 1. Work associatad with this Item is considered subsidiary to the �arious items bid. Na separate payment will be aliowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination l. Seliedule, attend az�d administer as specified, p�riodic prog�-ess rneetings, and specially caIled meetings throughout progress of the Work. 2. Representat�ves of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized ta act on behalf of the eritiTy. each represents. 3. Meatings administered by City may be tape record�d. a. If recorded, tapes wilI be used to prepare mimrtes and retained by City for future reference. 4. Meetings, in addition to those specified in this Section, inay be held wh�n requested by the City, Engineer or Coaitractor. B. Pre-Construction Neighborhaod Meeting I. After the execution a.f the Agreezne�t, but before constructian is allowed to begi�l, attend 1 Public Meeiing wiiis affectad residents to: a. Present projected scheduIe, including construction start date b, Answer any constructian related questions 2. Meeting Laca#ion a. Locatian of ineeting to be determined by the City. 3. Attendees CITY OF FORT WORTH Norinandale and Las Vegas Intersection 13nprovements STAI�fQARD CON5TRUCTIQN 5PECIFICATjOIV DOCUMENTS Project No: 101591 Revised July 1, 2611 013120-2 PRfl1ECT M�ETINGS Page 2 af 3 a, Contractor b. Project Representative c. Other City representati�es 4. Meeting Schedule a. I�� general, the neighborhood meeting will occur witliin the 2 weeks followitig the pre-construction conference. b. In no case wi1Z constructioil be allowed to b�gin until this meeting is held. C. Progr�ss Meetings I. Formal project coordination meetings will ba held periodicatly. Meetings will be scheduled and administered by Projec# Repr�sentative. 2, Additional progr�ss meetings to discuss specific topics r�ill he conducted or� an as- needed basis. Such additinnal meetings shalI inelude, but not be liinited to: a. Coordinat�ng shutdowns b. Installation of piping and equipment c. Coordinatian between other construction projects d. Resolution of canstruction issues e. Equipmexst approval 3. The Project Representative will presid� at progress rneetings, prepare the notes of the meeting and distribut� eopies of the sam� to ai] participants who so request by fully completing the atteudance farm to be circulated at flie beginning of each meeti ng, 4. Atte�idaiice sha11 include: a. Contractor's projeet manager b. Contractor's superi�rte��dent c. Any subcontractor or supplier representatives wliam the Cot�tractor may desire to invite or the City may requ�st d. Engineer's repres.e��tati�es �. City's representatives £ Others, as requested by fihe Project Representative S. Preliminazy Agenda �nay include: a. R�view af Work pragress since previous meeting b. Field observations, problems, conflicts c. Items r�hich itnpede coustruction scheduie d. Review o� nif-site fab�•ieation, deli�ery schedules e. Review of construciion interfacing and sequencing reqUirements witli other construction contracts f, Corrective measures and proCedures to regain projected scheduIe g. Revisions to construction schedule h. Pragress, sch�dule, during succeediqg Work period i. Coordination of scl�edules j. Aeview submittal schedul�s k. Maintenance af quality standards L Pending cl�aa�ges and substitu�ions m. Review proposed changes for: 1) Effect on canstruction scliedule and on completion date 2) Effect oii other contracts of the Project n. Review Record Dacuments o. Review monthly pay request CITY OP rORT WORTH Nortttandale and I,as Vegas Intersection Improvements 9TANDARD G(}NSTRUCTION SI'�CIFICATION DOCUN[�NTS Project No; ] Ol 591 Kevised July l, 2011 013120-3 PROJECT M�.E'TINGS Page 3 of 3 b. 7. p, Revi.er� status of ReQuests for lnformation Meeting Schedule a. Progress meetings will6e held periodically as determined by the Project Representative. l) Additional meetings rziay be heid at tl�e request af the: a) City b) Engineer c) Contractor Meeting Lacatinn a. The CiTy will establisl� a meetu�g location. 1) To the extent practicable, meetings will be held at tlie 5ite. 1.� SUBNIITTALS [NOT USED] 1.6 ACTIC)N SUBMITTAL�IINFORMATIONAL SUBMITTALS [NOT USED] 1.'� CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBNIITTALS [NOT iTSEDj 1.9 QUALITY ASSURANCE [NOT U�ED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITION5 [NOT USED] 1.12 WAI7RANTY [NOT i1SED] PART 2 - PRODUCTS [NOT U�ED] PART 3 - EXECUTION [NOT USED] END OF SECTIQN CiTY OF FORT WORI'I� Normandale gnd Las Vegas Intersection lmprovements STANDARD COI35'IRUCTION SPFCIFICATION DOC.UMENTS Projec[ I�a: 101591 Revised ]uly� 1, 20f 1 O1 3216 -1 CaNSTRUCTIONPROGRESSSCHE�UL� Pagelnfl6 z 3 PART 1 - GFNIItAL 4 1.1 SUNIlVIARY 5 A. S�ction Tncludes: 6 7 8 9 ]0 I1 sEc�zoN ai 3� i6 CONSTRUCTION SCHEDULE l. General requ8ements for the preparation, submittal, updating, status reporting and management of the Construction Progress Schedule 2. Specific requirements are presented in the City nf Fort Worth Schedule Graidance Document B. Deviations from this City of Fort Worth Standard Sgecification 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 l. Di�ision 0—Bidding Requirements, Cantract Forms and Conditions of the Contract 14 2. Division 1—General Requirements 1S l6 l7 18 19 2D 2] 22 23 24 2S 2b 27 28 29 30 D. Purpose The City of Fort Worth (City} is committed to deli�ering quality, cost-effective infrastructure to its citizens in a ti�nely manner. A key tool to achieve this p�rpose is a properly structured scheduie with accurate updates. This supports effective monitoring of progress and is input to critical decision making by the project manager throughout the life ofthe project. Data from the updatad project schea.uIe is utilized in status reporting to variaus levels of the City organization and the cit�zenry. This Document complements the City's Standard Agreeinent to gvide the construction contractor (Contractor) in preparing and subanitting acceptable schedules for use by the City m project deli�ery. The e�pectation is the perforrnance ofthe work follows the accepted schedule and adhere to the cantractnal timelirne. The Contractor wi11 designate a qualifiecf repr�sentative (Project Scheduler) responsibl� %r developing and updating the schedule and preparing status reporting as requu-ed by the City, 3I 1.�. PRICE AND PAYM�'.NT PROCID[JR�.S 32 A. Measurement and Payment 33 1. Wnrk associated with this Item is considered subsidiary to the various items bid. 34 No saparate payrrient will be allowed for this Item, 35 2. Non-compliance with this speciitcation is graunds for City to withhold payment of 36 the Contractor's in�oices until Contractor achieves said compliance. 37 1.3 REFIIZFNCFS 38 A. Project Schedules C1TY OF FQRT WOR7'H Normandale aud [�as Vegas Intersectian Impro�ements STAN�ARD CONSTRUCCION SPECIFIC/�TION DOCUNIENTS [(n; Praject No; ]O] 541 Revised August 13, 2021 O1 32 16 -2 CO�I5TRLICTION PROGRESS SGHEDULE Page 2 of l0 1 Each project is represented by City's master projeet schedule that encompasses the 2 entire seope of activities �nvisioned by the City ta praperly deliver the work. When the 3 City contracts with a Contractor ko perform cons�ruction of the Work, the Contraetor � will develop and maintait� a schedule for their scope of work in alignment wi�h the 5 City's standard schedule requirements as defined here�n. The ciata and infor�nation of 6 each such sehadule will be leveraged and become ultegral in the master project '1 schedule as ciee�nec� apprapriate by the City's Project Cantrol Specialist and approved 8 by the City's Project Manager. 9 ia 13 12 13 14 15 16 17 18 19 20 21 22 23 24 zs 26 27 28 2.9 30 31 32 33 34 35 1. Master Project Schedule The mas.ter proje�t schedule i� a holistic representation af the scheduled activities ar�d mi�estones for the total pro�ect and be Critical Path Meth�d {CP1Vn based. The City's Project Manager is accounta6le for oversight of the de�elopmenf and ma�ntaining a master project schedu�e for each project. When the City contracts far the d�sign andlar constructian of the project, the masier project schedule will incorporate elements nf tf�e Dasign atid Construction schedules as deecned appro}�riate by the City's Pxoject Contral Specialist. The assigned City Project Control Specialist creates and tna�ntains the master project schedUle in P6 (City's schedulirig software). 2. Canstruction Sch�dule The Contractnr is respansble for developing and maintaining a scheduIe for the scope of the Contractor's contractual requirements. The Cantractor wiU issue an initial schedule for re�iew and acceptance by the City's Pro�ect Control Specialist and the City's Project h�Ianager as a baseline schedule for Contractor's scape of wark. Contractorwill issue current, accurate updates oftheir schedule (Progress Schedule) to the City at the end of each month throughout t�e life oi their work. B. Schedule Tiers The City has a portfolio of projec#s that �ary widely in size, cnrnpl�xity and content requiu-ing dif�ereni schaduGng to effectively cieliver each project. The City uses a "tiered" ap�roach to align the proper scheciule with the criteria for each project. The City's Project Manager determines the appropriate schedule tier for each project, and mcludes that designation and the assaciated rec�uirements in the Contractar's scope o� work. The following is a summary of the "kiers". 36 1. Tier 1: Srnall 5ize and Short Duration Project (design not reyuired) 37 The City develops anc� maintaiins a Master Project Scheciule for the project. No 38 schedule submittal i� required from Contractor. City's Project Contral Specialist 39 acquires any necessary schedule status data or information thrQugh discussions with 40 the respective party on an as-needed basis. 41 42 43 44 45 �6 �7 �t8 49 2. Tier �: Small Size and Short to Medium Duration Projec�t Th� City develops and maintains a Master Project Schedule for the �roject. The C�ntractor identifies "start" and "finish" milestone dat�s an key elements of their work as agreed with the City's Project Manager at the kickoff of their work effort. The Contractor issues to the City, updates to the "start" and "finish" dates for sUch milestanes at the end of each month throughout the life of their wor�C on the pro�{ect. 3. Tier 3: Meciiu�n and Large Size andlar Complex Projects Regardless of Duration CiTYQFFORT WOItTI-I ST.A3+IDAR� CONSTRUCTION SPECIFICATION D4CUZvi�NTS Revised August 13, 202] Norma�idale and I�as Vegas lntersection Improvements ��; ProjectNo: l01541 013216-3 CONSTRUCTIONPROGRESS SCHEpUL� Page 3 of 10 5 6 10 lI 12 13 I4 1S 16 17 18 19 20 21 22 23 24 25 26 27 The City develops and m�aintains a Master Project Schedule for the projeei. The Cantractor de�elops a Baseline Schedule and marntains the scheduje of their respectiVe scope of work on tha project ai a level of deta�l (.generally Level 3) and in ali�nment with the WBS structure in Seciinn 1.4.Has agreed by the Project Manager. The Contractor issues to the Ciry, apdates of their respective schedule (Progress Schedule) at the end of each month throughoUt the life of their work on t�e proje�t. C. Sch�dule Types Praject deGvery for the City utilizes two types of schedules as noted below. The City deveIops and maintains a Master Praject Schedule as a"baseline" schedule and issue monthly updates ta tha City Project Manager (end of each month) as a"progress" schedule. The Contractor prepares and submits eaeh schedule type to fulfill their contractual requirements. 1. Baseluie Schedule The Contractor develops and submi�s ta the City, an initial schedule for their scope of work in alignment with this specirfication. Once reviewed and accepted by the City, it becomes the "Baseline" schedule and is the basis against which all progress is measured. The baseline scheduie will be updated v�hen there is a change or addition ta the scope of work impacting the duration of the work, and only after receipt of a duly authorized change order issued by the City. In the event progress is sign�icantly heh�nd schedule, the City's Project Manager may authorize an update to the baseline schedule to facilitate a more practical evaluatinn of progress. An example of a Baseline SchedUle is pravided in Specifieation O1 32 16.1 Consfruction Project Schedule Baseline Example. 2. progress Schedule 28 The Contractor updates their schedule at the �nd of each month ta represent the 2g progress achier�ed in the work which includes any impact fram authorized changes 30 in the work. The updated schedule must accurately reflectthe currer�t status of the 31 work at that paint in time and is referred ta as the `°Progress Schedule". The City's 32 Project Manager and Project Control Specialist reviews and accepts each progress 33 schedule. In the event a progress sehedule is deemed not acceptable, the 34 unaceeptable issuas are identified by the City within 5 working days and the 35 Contractor must provide an acceptable progress schedule witi�in 5 working days 36 after receipt af non-accaptanca not�icatiora. An example of a Progress Schedule is 37 pravidec� in Specification OI 32 16.2 Construction Project Schedule Progress 38 E�ample. 39 D. City 5tandard Schedule requirements 40 The follawing is an o�erview of the methodology for developing and maintaining a 41 schedule for delivery of a project, C[TY OF FpRT WORT1-I Normandale and {.�as Vegas Ii�tersection lmprovements S7'ANpARD CONSTRUCI"!ON SPEC[FICATION DOCUMENTS [�»; Pro,�ectNo: 10159] Revised August 13, 2D21 O1 32 16 -4 CONSTRt3CTION PRpGRE55 SCHEI]UL� Page 4 of 10 1 2 3 4 5 6 7 8 9 ]0 11 12 13 14 1S 16 17 18 19 20 21 22 � 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 4(? 41 42 43 44 45 46 47 l. Schedule Framework - The sched.ule willbe based on the defined scope of work and �ollow the {Critical Path Meihodolagy) CPM rnethod. The Cnntractax's scheduie will align with the requirements ofthis specification and will be cost loaded to reflect their plan for execution. Compliance with cost loadin� can be pravided with traditional cost laading of line items OR a grojected cost p�r mon�h i'or the project when the initial schedule is submittec�, u�3ated on a quarterly basis is si�nificant change is anticipated. Overall schedule duration will align with the contractual requirements for the res�ective scape of work and be reflected in Gity's Master Project Schedule. The Fro�ject Number and Name oft�e Project is requited on each schedule and must match ttie City's project data. E. Schedvle File Name All schedules submitted to the City far a groject will �ave a fi�e name that begms wi�h the City's proJect number follawed by the nrrme of tlze project followed by brrseline {if a baseline sch�dule) or the yer�r and month (if a progress schedule), as shown below. � Baseline Schedu�e File Name Format: City ProjectNumber_ProjectName Baseline Exampie: 1Q1376 North Mar�tgomery Street HMAC Baseline � Progress Schedule File Name Format: City Project Number_Project Name YYYY-MM Example: 101376 North Montgomery Street HMAC_201 S_D 1 � Project Schedule Progress Narrative FileName Format: City ProjectNumber_ProjectName_PN YYYY MM Exampie: 101376 North Montgamery �treet HMAC PN 20I8 O l F. Schedule Templates The Contractor will utilize the relevant sections from the City's templates provided in fihe CiLy's docurr�ent rnanagement system as the basis for creating their respective project schedule. Specifically, the Contractor's schedule will align with the layout of the Canstruction section. The templates are identified by type of project as noted below. � Arterials • Aviation • Neighborhood Streets � Sidewalks (la.ter) � Quiet Zones (later} • 5treet Lights (later) o Intersection Improvements (later) � Parks � Storm water o Stre�tMaintenance � Traffic • Water 48 G. Schedule Calenc�ar Cl'IY OF FOTtT WORTH STANDARD CONSTRUCI'ION SP�CIFICA'I'103�f DOCUNjENTS Revised AugusY 13, 2021 Nonnandale and I[as Veges Infersection ln�provements �n; Proje�tNo:101591 01321b-5 CONS'I'RUCTIQNPROGRESS SCHEDULE Page 5 of 10 I The City's standaxd caIendar for scheduie development purposes �s based on a 5-day 2 warkwaek and accounts for the City's eight standard holidays (New Years, Martin 3 Luther King, Memorial, Independence, Laba.r, Thanksgiving, day after Thanksgiving, A� Christmas}. Tha Contractarwill establish a schedule calendar as part of the schedule S development process and pravide to the P�oject Control Specialist as part of the basis 6 far their schedule, Variations hetwe�n the City's calendar and the Contractor's 7 calendar must be resol�ed prinr to the City's acceptance of their Baseline projact 8 s chedule. 10 H. WBS & Milestone Standards for Schedule Development ] 1 The sco�e of work to be accomplished by the Contractor is represen#ed �n the schedt�le 12 in the form af a Work Breakdowzi Structure (WBS). The WBS is the bas is For the I3 development af the schedule activities and shall be imbedded and depicted in the 14 sc�edule. 15 16 17 18 19 20 21 22 23 24 25 26 27 zs 29 30 The following is a summary of the standards to be followed 'nn preparing and maintaining a schedule for project d�livery. L Contractor is required to utiIize the City's WBS structure and respective praject type template for "Canstruction" as shawn in Section 1.4.H belaw. Acfditional activities may be added to L,evels 1- 4 to accommvdate tha needs af the organization executing the wark. �pecifical�y the Contractor will add activities under 1�BS XXXXXX.80.83 "Construction Execution" that delineates the activities associated with the various components of the work. 2. Cantractor is reyuired to adhere to the City's Standard Milestones as shown in Section I.4.I below. Contractorwill include additional rrmilestanes representing iu�termediate deliverables as required to accu.rately reflect their scope of work. 3] L ScheduleActivities 32 Activiiies are the discrete elements of work that rnake up the schedule. They will be 33 organized underthe umbrella ofthe WBS. Activity deseriptions shauld adequately 34 describe the activrty, and in some casas the extent of the activity. All activrties are 35 logically tied with a predecessor and a successar. The only exception to this rule is for 36 "project start" a.nd "project finish" milestanes. 37 38 The acti�ity duration is based onthe physica] amaunt of wark to 6a performed forthe 33 stated activity, w ith a maximum duration of 2Q working days OR a cantinuous activity 4(l in one location. If the wnrk for any one activity exceeds 20 days, break that activity 41 down incrernentally to achieve this duratian constraint, Any exception ta this requires 4� review and aceeptance by the City's Project Control Specialist. 43 44 J. Change Orders 45 When a Change Order is issued by the City, the impact is incorporated into the 4fi previously accepted baseline sehadule as an update, to elearly shaw unpact to the 47 proj�ct timeline, Tha Contractor submits t�is updated baseline schedule to the City for C1TY OF FpRT W�RTH Normandale and I�es Vegas Itttersection Improvements STANDARD CONS'I'RUCTION SPECIFIGATIqN DOCUIvFENTS �[n; ProjectNo: 1O1591 Revised Aug�st [3, 2021 O13216-G COAISTAUCTION PROGRESS SCHEDLTLE Page 6 of 10 1 2 3 4 5 6 7 8 9 14 11 12 l3 14 15 16 ]7 18 19 2� 21 22 23 2� 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 4� 42 43 44 45 46 47 review and accep�ance as described in Section 1.5 beIow. Updated baseline schedul�s acihere ta the following: 1. Time extensions associateci with approved contract modiiications are limrteci to the actual amount vf time the project activiti�s are anticipaied to be delayed, unless otherwise approved by ti�e Program Manager. 2. The re-baselineci schedule is submitted by the Contractor witlzrn ten work[frtys after the date of recejpt of the approved Change Order. 3. The changes in logic or durations approved by the City are used to analyze the �mpact of the change and is includ.ed in the Change Order. The coding for a new activity(s} added to the schedule for the Change Order includes the Change Order number in the Activity ID. Use as many activities as needed to accurate3y show the work of the Change Order. Revisions to the baseline schedule are not effective until aceepted by the City. K City's Work Brealcdown Structure WBS Cade WS5 Name XXX��XX Pro;ect Name XXXXXX.30 Design XXXXXX.30.10 Design Contractor Agreemettt XXXXXX.30.20 Conceptual Design (30°/a) XXXXXX.30.3� Prelirninary Desi�n (60°/n) XXXXXX.30.40 Final Design XXXXXX.3U.50 En�ironznental XXXXXX.30.6Q Permits XXXXXX.30,60.]0 Perrnits-Identification. XXXXXX.30.60.20 Permits - Review/Approve XXXXXX.40 ROW & Essements XXXXXX.4(1.10 ROW Negotiations XXXXXX.40.20 Condemnation XXXXXX,'�0 Utility Relocatian X�XXXX.70.16 Utility Relocation Co-ardination XXXXXX.SO Constructian XXXXXX.80.81 Bid and Award XXXXXX.80.83 Construction Executian XXXXXX.80.85 lnspection XXXXXX.$4.86 Landscaping XXXXXX.90 Closeout XX�XXX.90.10 Canstruction Contract Close-aut XXXXXX.90.40 Design Contract Closure L. City's Siandard Milestones The following milestone activi�ies (i.e., impartant events on a pro3ect that mark critical �aoints in time) are of parrticular interest to the Ciiry and must be reflected in the pro�ect schedule for all phases of �vork. CITY OF FORT WORTH ST�1]�IDARD CQ3V5TAlIC]']ON SPGCIFICATIQN DOCUMENTS Revised August f 3, 2�21 Normandale and I�as Vegas lntersection Impro�eine»ts nn; Prc�jeeENo:1DI591 oi az i� -� CONS T RIJCT i�N P ROGIZ�S S S CHEDIILE Page 7of ]0 1 2 3 4 S 6 7 S 9 10 I1 12 13 14 15 16 17 I8 I9 2q 21 22 23 24 25 2S 27 28 29 30 31 32 33 34 35 36 37 38 39 1.4 4Q 41 42 43 44 45 46 Ac�ivi ID Activit N�me Design 3020 Award Design Agreement 3040 Issue Notice ta Proceed - Design Engineer 3100 Design I�ick-a#'f Meeting 3120 Submit Canceptual Plans to Utilities, ROW, Traffic, Yarks, Storm Water, Water & Sewer 3154 Peer Review MeetinglDesign Re�iew meeting (technical) 3160 Conduct Design Public Meeting # l(required) 3170 ConceptualDesign Carnplete 3220 SUbmit Preluninary Plans and Specifications ta Utilities, ROW, Traffic, Parks, Starm Water, Water & Sewer 3250 Conduct Design Pab�ic Meeting #2 (reyuired) 3260 Prelinninary Design Gomplete 3310 Submit Final Design to Utilities, RO�, Traffic, Parks, Storm Water, Water & Sewer 3330 Conduct Design Fublic Meeting #3 (ii required) 3360 Final Design Cnmplete ROW & Easements 4000 Right of Way Start 423Q Right of Way Complate iTtility Relocatian 7000 Utilities .Start 7120 Utilities Cleared/Camglete Canstruction Bid andAward S 110 Start Advertisement 8150 Canduct Bid Opening 8240 Award ConstrUction Contract Construction �recution 5330 Conduct Canstruction Public Meeimg #4 Pre-Construction 8350 ConstrUctian Start 8370 Substantial Comptetion $540 Construction Completion 9I30 Natice of Completion/Green Sheet 9150 Construction Contract Ciosed 9420 Design Cantract Closed SUBNIITTALS A. Scheciule Submittal & Review Th� �ity. 's Project Manager is responsible for reviews and acceptance of t�e Contractor's schedule. The City's Project Contra� Specialist is responsible for ensuring alignment of the Contractor's baseline and progress schedules with the Master Project Schedule as suppott to the City's Project Manager. The City re�iews and accepts or zejects the scheduie witl:in ten warkdays of Contractar's submittal. CI'1"Y OF PORT WOl2TH Nonnandale and I�as Vegas Intersection Gnprovements STANDARD CONS7'RUCT[ON SPECIFICA'FIOIV DOCUMEt�ITS [�n: Project Na: I01591 Revised August 13, 2021 Ol 3216-5 CONSTRUCTI0IVPROGI2�55 5CI-I�DULE Page 8 nf 10 2 3 8 9 10 Schedule Format The Cantractor will submit each schedule in two elecironic farms, one in native file format (.xer, .xml, .mpx) and the second in apdf format, in the City's documer�t management system in the location dedicated for th�s purpose and identified by the i'raj�ct Manager. In the event the CantractQr does not Use Primavera P6 or MS Project for scheduling purposes, the scheclule information must be submitted 'm .xls or .xlsx f4rmat in complianca wi�h the sample layout {See Specification OI 32 16.1 Construetion Project Schedule Base.line Example), sne luding activity predecessors, successors and total float. i 1 2. Initsal 8� Baseline Scheciule 12 The Cantractar will develop their schedule for their scope of work and submit their 13 inrtial schedule in electronic form (in the file farmats noted aiaoue), in the City's 14 document management system in the Iocation dedicated far this pUrpose rrt least S 15 working rlays p�iar to Pre Construction Meetitrg. i6 1'7 I8 19 2Q 21 22 The City's Project Manager and Praject Control 5pecialist re�iew this initial schedule to determine alignment with the City's Master Praject Schedule, including format 8� WBS structuxe. Following the City's review, feedback zs pro�ided to the Contrac�or for their use in finalizing their �nitial �chedule and issuing (witl�in.f'ive workrlrrys) their Baseline Schedule for final review and acceptance by the City. 23 3. Progress Schedule 24 The Contractor w�71 update and issue their project schedule (Progress Schedule) by tlae 25 last day af each mantli throughout the l�e of their work on the project, The Progress 26 Schedule is submitted in electronic form as noted above, in the City's ciocument �'7 management system in ihe lacation dedicated for this purpose. 2$ 29 30 31 32 33 34 35 36 37 3$ 39 40 41 42 43 Tt�e City's Project Control tea�n revzews eac� Progress Schedule for data and information that support the assessmentof the update to the schedule. In the event data or informat�on is m�ssing or incomplete, the Project Controls Specialis�t communieates d.ireetly with the Contractor's scheduler for providing same. The Contractor re-submits the corrected Progress Schedule witltin 5 workdays, follawing the submittal process noted abo�e. The City's ProjectMana�er and Project Contro! Specialist review the Contractor's progress schedu�� for acceptance and ta monitor performance and progress. The fallowing list of iterns are required to ensure proper status u�forrnation is contained in the Progress Schedule. � Baseline Start date � Baseline Finish Date o % Complete o Float 44 � Activity Logic (dependencies} 45 � Cri�ical Path 45 � Acti�ities added or deleted 4� . Expected Baseline Finish c�ate 48 + Variance to the Baseline Finish Date 49 CITY OF PORT WQRTH Normu�dale and I�as Vegas IntersecGou lmprovements STANDARB CDNSTRUCl'ION SPECIFICATION DOCUMENTS [In� Project Na: 101591 Revised August 13, 2021 O1 32 16 -9 CONSTRUCTIqNPROGRF.SS SCHEpULE Page 9 of 10 1 2 3 4 5 6 7 $ 9 B. MonthIy Construction Status Iteport The Cantractor submits a written status report {referr�d to as a progress narrati�e) at the monthly progress meeting �if manthly meetings are he]d} or at the end of each month to accompany the Progress Schedule submittal, using the standard fomnat provided 'u� Sgecification 01 32 163 Construction Project Schedu�e Progress Narrative. The content of the �anstruction Project Schedule Peogress Narrati�e should be concise and complete to include anly changes, d�iays, and aniicipated pro6l�ms. C. Submittal Process 10 o Schedules and Monthly Construction Status Reports are subtnitted in in the City's 11 docurnent management system in the locatian dedicated for this purpose. 12 � Qr�ce the proj�ct has been completed and Final Acceptance has been issued by the 13 City, no further progress schedules or conslruction status reports are required fram �4 the Contractor. 15 1. 16 1.� ACTION SUBMITTALSIINFORMATIONAL 5i7BNIITTALS [NOT USID] 17 1.6 CLOSEOUT SiISMITTALS [NOT USID] 18 1.'i MAINTF�ANCE MA'1'ERIAL SUBNIITTALS [NOT USID� 19 1.8 QIIALITY ASSURANCE 20 21 22 23 24 25 A. The person preparing and revising the construction Prvgress Schedule shall be experienced in the preparation af schedules of similar camplexity. B. Schedule and supporting documents addressed iri this Specification shal] be prepared, updatad and revised to accuratety reflect the performance of the construction. C. Con�ractor is responsible for the quality of all submittals in this section meeting the standard of care �or the construction industry for similar prnjects. 26 1.9 DELIVIItY, STORAGE, AND HA,NpLING [NOT U�ID] 27 28 29 30 3X 32 33 1.10 FIELD [SITE] CONDITIQNS [NQT USID] 1.11 WARRAIV'I'Y jNOT USID] 1.12 ATTACAMEN'I� Spec Ol 3216.1 ConstructionProjectScheduleBaseline Example Spec O1 32 I6.2 Construct�on Project Schedule Progress Example Spec O1 32 16.3 Construction Project Schedule Progress Narrative C11' Y flF PORT W ORTH Normanda[e and I�as Vegas [ntersectinn Improvements STANbARD CONSTRUGPIOI�! SPECIFICATION DOCUNCEI�lTS [�n; PrajectNa: �0�591 Revised August 13, 20Z1 0132l6-10 CONSTRUCTION PAOGRESS SCHEDl1LE Page l� of 10 2 PART � — PRODUCTS [NOT U��lj PAR.T 3 — EXFaCUTION [NOT T7SID] 4 0 II�iD OF SECTION CI'1'Y OF FQRT WORTH STATiDARb CONSTRUCTION Sp�C1FICATION DOCUMENTS Revised August 13, 2Q21 I�iarmat�dale and I�as Vegas Intersection Improvaments �7m PtojectNo:101591 013233-1 FRCCONSTRUCTIOM VID�O Page 1 of 2 SECTION O1 32 33 PRECONSTRUCTiON VIDEO PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Administratir�e and procedural requirements for: a. Precanstructian Videos B. De�iations froin this City of Fort Wortl� Standard Specification 1. None. C. Related Speci�cation Sections in,clude, but are not necessarily limitad to: 1. Division 0— Bidding Requirements, Contract Farms and Condi#ions of tIie �on#ract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDUR�� A. Measureme�st and Paymeirt 1. Work assoeiated wi�l� this Item is considered subsidiary to the various it�ms bid. No separate paytnent wil� be allowed for this Item. 1..3 REFERENCES [NOT USED] 1.4 ADlYi1NISTRATI�E REQUIREMENTS A. Preconstructzon Videa l. Produce a preconsiruction video of the site/aligiunent, including a11 areas in the vicinity of aiid to be affected by eoi�structioz�. a. Provide digital copy of video upon request by the City. 2, Retain a copy of the preconstruction video until tlZe end of the maintenance surety period. 1.5 S[TBMITTALS [N�T USED] 1.6 ACTION SUSMITTALSIINFORMATIONAL SUBMITTALS [N�T USED] 1.9 CLOSEOUT SUBNIITTALS [NOT USED] Z.S MAINTENANCE MATERIAL SUBNIITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] L10 DELNERY, STORAGE, AND HANDLiNG [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] X.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT iT�ED] C1TY OF FORT WpRTH Normandale and Las Vegas lntcrsection Improvements STANDARD CQNSTRUCTI�N SFECIPICATION DOCUMENTS Praject 1�io; ] 01591 Revised .Tuly 1, 2011 fl13233-2 PART 3 - EXECUTION [NOT USED] END OF SECTION CIT�' OF FORT WDRTH STAI�lQARl7 CQNSTRUCTfON SPECIFICATIDN DOCtlMENTS Revised luly 1, 2011 PRECONSTRUC`I'ION V1DLO Paga 2 oi 2 PIorma��dale and Las Vegas Intersection Imprnvements Praject No: 101591 013300-[ SUBMITTALS Page 1 of $ S�CTION 0133 00 SUBMITTALS PART1- GENERAL I.1 ,SUMMARY A. Sectian I�acludes: 1. Ge»eral �netl7ads and j•equirements of submissioiis applica6le to �I�e fo]Iowing Work-related submittals: a. Shop Drawings 6. Prnduct Data (iucluding Sta2�dard Pro�uct List submittals) c. Samples d. Mock Ups B. Deviations from this City of Foirt Worth Stanc�ard Specificatian ] . No�ie. C. Related Specification Sections include, but are not ne�essariiy liinited tq: ]. Divisioii 0— Biclding Req�tireinents, Cantract Forms and Conditions of the Contract 2. Division 1-- General Requirements 1.2 PRICE AND PAYMENT PROCEDIIRES A. Measurement a»d Payment 1. Work associated witi� this itein is caiisidered subsidiary to the various items bid. Na separate payment wi]I be aIlowed for this ltem, 1.3 R.EFERENCES [NOT USED] 1.4 ADMINISTRATNE REQiTIREMENTS A. Coordination 1. Natify the City in writing, at tE�e titne of submittal, o.f any deviations ii� tl�e submittals frotn the requirements of the Contract Docuanet�ts. 2. Coordination of Submittal Ti�nes a. Prepare, pt•ioritize aiid transmit each suhinittal suff ciently in advar7ce of perfar�nit�g the related �Work or other applicable activiti�s, ar witl�in t[ie time specified ifi tl�e individual Work Sections, af �J�e Specificatio��s. b. Contractor is responsib]e such that the installatian will not he delayed by pro.cessing times including, but not limited ta: a) Disappraval and resubmittal (if required} b) Caordination with other sub�nittals c) Testing d) Purchasing e) �`abricatiai� � Del i�ery g) Similar sequenced activities c. No exteiisioii of tinle will be authorized because of the Co�rtractar's failure to trat�smit subinittals sufficiently in advance of the Work, C1TY QF T'ORT WOR1"H Norma�ida[e a��d Las Vegas Interseerion Improvemeiits ST1INDARD CONSTRUC7'1pN SP�CIFICATEON DOCUMENTS ProjectNo: I(l[S91 Revised December 20, 2Q12 01 33 q0 - 2 SUBMiT`CALS f'age 2 of 8 d. Make submittals promptiy in accordanee with approved scl�edule, and i�� such sequence as to cause uo delay in �lie Work or in tl�e work af any oth�r confia'ac#or. B. Submittal Numbering When submitting sltop drawings or sarnples, iitiiize a 9-character submittal crass- reference i.denti�catian izumbering system in the following manner: a. Use the iirst 6 digits of the applicable 5pecifcation Section Number. b. For tha next 2 ciigits number use numbers 01-49 to sequentially nuinber each initial separate item or drawing submitted under each specific Sectioi� number. c. Last use a letter, A-Z, indicatiijg the resubtnission of the same drawing {i.e. A�2nd submission, B-3rd submissian, C—�4th subinission, etc.). A typical submittal number would be as follows: 03 30 00-OS-B i) 03 3Q 00 is the 5pecifica�ion Section far Co�icrete 2) 08 is tlie ei.ghth initial submitfal under this S.pecification Seciion 3) B is the third submission (secoi�d resubmission) of that particular shop drawing C. Contractor Certi�cation R�view shop drawings, product data and samp]es, including those by subcontractors, prior to submission to determine and verif� the follo�ving: a. Field tneasurements b. Field const�•uction criteria a Catalog numbers and similar data d. Conformance wit17 ihe Contract Documents 2. Pravide eacli s13op drawing, satnple anc� �roduct �ata submitted 6y the Contractar with a Certification Staternent af�xed including: a. Tiie Contractor's Company na�ne b. Signature of s�binittal reviewer c. Certification Statemerrt 1) "By this submiital, I hereby represent that I liave determined and verified field measuremeiits, �eld consb•uctioil eriteria, materials, dimensions, catalog numbers and similar data and I liave checked and coordinated eaeh item with other applicable approved shop drawings," D. Submittal Farmat 1. Fold shop drawi�Sgs larger than $'1z inclies x 11 inches ta S'/z inches x 11 inches. 2. Bind shop drawi��gs and product data sheets tagether. 3. Order a. Cover Sheet 1) Descriptian of Packet Z) Contractor Certification b. Lis# af iteins / Table of Contents c. Product �ata /Shop Drawir�gs/Samples /Cafculations E, Submittal Cozrtent 1. The date Qf submission an�i the dates oiayry px•evious swbmissions CITY OF PORT WORTI�I Nonnandale a�id Las Vegas Intersectinn Improvements S'1'ANDFIRI� C�NS'I'RlICT10N SFEClFICATION DOCUM�NTS Project No: 141591 Revised December 20, 2012 o i 33 oa - � SUBNfITTALS Paga 3 oF 8 F �. The Project title and number 3. Contractor idet�tification 4, The names of: a. Co�itractot• b. Supplier c. Manufacturer 5. Identi�catian of the product, with the Specification Section number, page and paragraph(s) 6. Fie1t[ dimensio�is, clearly id��itified as such 7, Relation to adjacent or critical feaiures of tlie Work or materials 8. Applicable standards, such as ASTM or Federal Specification nw�bers 9. Identification by highlighting of deviations from Contract Documents 10. IdeE�tification by l�ighlighting of revisians an resubmittals 11. An 8-inch x 3-inch blank space for Contractor a��d City stamps Shop Drawings 1. As specifiied i�� if�dividual Work 5ections includes, but is not �lecessarily limited to: a. Custom-prepared data such as fabricatio�� a��d erectiafl/iiistallation (working} drawings b. �clieduled infa�•mation c. Setting diagrams d. Actual shopwork manufact�iring instructions e. Custom �emplates f. 5pecial wiring diagrafns g. Coordination drawi��gs h. Individua] system or equipment inspectioii and test reports including: 1) Performa�ice curves and certi�cations i. As applicable to the Work 2. D�tails a. Relatiai7 of the variaus parts to the main members and �ines of the structure b. Where correcti fabrication of tha Wark depends upon field measurements 1} Provide sucl� ineasuz•err�ents and note o» the deawings priar to suhmittii�g for appravaI. G. Product Data For su6inittals of product tiata for products included on the City's Standard Pz•aduct List, clearly identify each itein seIected for use ou the Project. For subinittals of product data for producis no� included an the City's Standard Product List, submittal data may include, but is r�ot necessarily limited to: a. Standard prepa�•ed data for inauufactured products (sotnetimes refer�•ed to as catalog data) 1) Such as t��e �nai��facfurer's product s�eci�cation and installation instructions 2) Availability of colors aaad patterns 3} Man.ufacturer's printed state.me��ts of compliances and applicability 4} Rougl�ing-in diagrams and templates 5) Catalag cuts 6) Product photographs CITY OF FOR7' WpRTH I�ormaudaEe and Las Vegas InterseCtipn Improvemeiits STANDARD CONS'I"RUCTION SPEC[FICA7'IqN pOCIIMENT5 Project No; IO1591 Revised I?eeemher 20, 2012 Q13300-4 SUBMITTALS Page 4 of 8 7) Standard wiring diagrams 8) Acinted performance cur�es and operatio�ial-range diagrams 9) Production or yuaiity contro] inspection and test reports and certificaYiazis ] 0} Mill reports l 1} Product aperating and rnaiiitenance instructions and recommended spare-parts listing and printed product warranties 12) As applicable to tl�e Work H. Samples 1. As specifed in individt�al5ections, i�clude, but are not necessarily �imited to: a. Pltysical exainples of the Work such as: 1) Sections ofiiianufactured or fabricated Work 2} Srna11 cuts or contai��ers of tt�aterials 3) Complete units of repetitively used products coior/texture/pattet�a swatches and range sets 4) Specimens for coordination of visual effeci 5} Graphic symbols anci unifs of Work to be used by the City for iiidependent irispection and testing, as applicable to the Wnrk I. Do t�ot start Work requiring a sho� drawing, sample or product data nor a��y material to be fabricated or i�istalled prior ta the approval or qualified approval of such item. 1, Fabrication performed, mat�rials p�rchased or o1z-site construction accomplished which does t�ot conform to approved shop dravwi��gs and data is at the Contraetor's risk. 2. The City will not be 1iable for any expense or delay due to eorrections or remedies required ta accomplisl� canformity. 3. Camplete project Work, materials, fabricatian, and installations ii� co»forma��ce with approved shap drawiiigs, applicable samples, and product data. J. Submittal Distributioi� 1. Elecironic Distribution a. Confirm development of Project dire.ctory for electronic submittals to 6e uploaded to City's Buzzsaw site, or another exiernal FTP site approved hy the City. b. Shop D�•awings 1} Upload submittal to designated project directory and noiify appropriate Cify representatives via einail Qf submittal posting. 2) Hard Copies a) 3 copies for all subinittals b) lf Contractor requires more than 1 laard capy of Shop Drawiaigs retur»ed, Contractor shall submit more than the nuinbsr ofcopies listed ahorre. c. d. Product Data 1) Upload submitlal to designated �roject directory and notify apprnpriate City reprasentatives via email of sub�nittal pastiilg. 2) Hard Copies a) 3 copies far all submittals Samples 1) Distributed to the Project Representative 2. Hard Capy Distribution (if required ii� lieu of electronic distribution) Cl"I'Y qF FORT WORTH Nornrandale and Las Vegas Intersecfion Improvements S1'ANDARD CONSTRUC"I'lON SPECIFICATEON DpCUM�NTS Project No: 101591 Revised �ecamber 20, 2012 o� 33 aa-s SUBMITTALS Page 5 nf S a. Shop Dx•awiitg� 1} Distributed to the City Z) Capies a) 8 eopies far inechanical submittals b) 7 copies fo�- all other submittals c) If Contractor requires more than 3 capies of Shop Drawings returned, Contractor shall submit more than the nutnber of copies listed above. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1} Distributed to the Praj�ct Representative 2} Capies a) Submit tl�e nutnher stated in the r�spective Specification Sectians. Distribute reproductions of approved shop deawings and copies of approvec{ praduct data and sarnples, rr+here required, % the job sita �le and efsewhere as cfirected by tl�e City. a. Provide nu�nber af capies as directed by the City but »ot exceeding the nu�nb�r previou�Iy specified, I�. Submittal Review 1. The review of shap drawings, data and sarnples will 6e far geiteral conforma��ce with the design concept and Contract Docuinents. This is not to be coilstrued as: a. Permitting any departure from fhe Coniract requirements b. Relieving t1-►e Contractor of respo�isibility for any errors, including details, dimensions, and inaterials c. Approvir�g depat�tures from details furnisl�ed by the City, except as ot]Zeitivise provided hereiii 2. The re�iew and approval of sl�op drawings, samples or prodwct data by t1�e City does not relie�e the Cantractor froin �iis/her responsibility witih re.gard to the fulfilfinent afthe terms oftiie Contract. a. AI] risks af error and o�nission are assu�ned by the ContractQr, and the City will have no responsibility therefore. 3. TE�e Contractor remains respansibl� for details and accuracy, for coordinating the Work with all other associated work and trades, %r selecting fabt•icatio�� pt•ocesses, for techniques of assembly and foa• perfflrining Wark in a safe manner. 4. If the shop dr•awings, data or samples as subt�itted cEescf•ibe variations and sl-�ow a departure from the Contract requirements which City finds to be i» tlle interest of the City and to be so niinor as ��ot tio i��val�e a el�ange in Cantract Frice or tim� for pez•farmance, the City may retur�i the reviewed drawings witl�aut noting an exception. 5. Submittals will be returned to the Contractnr under � of the fallowing codes: a. Cade 1 l} "NO EXCEPTIONS TAKEN" is assigned when th�re are no notations or cornmei�ts on the submittal. a} When returued under this code the Coutractor inay i°eiease tlze equip�nent a�td/oe material far manufacture. b. Code 2 CI`CY OP FOR`f WURTH Normandale and Las Vegas lntcrsection Improvements STANI]ARB CONSTRUCT[OI�! SPEC[FICATION �QCUMENTS Project No: I O1591 Ravised Qeoember 2Q, 2012 1}1 33 00 - 6 Sl3l3MITTALS Page 6 of 8 1) "EXCEPTIONS NOTED". This eode is assigi�ed when a confirmation of the notations and coanments IS NOT required by the Contractor. a} The Contractor may release the equipment or material for manufact�u�e; hawe�er, all notations a�id comments must ba incorporated inta the fina! product. c. Code 3 1} 'BXCEPTIONS NOTED/RE5UBMIT". Tl�is combination of cades is assigned when notations and comments are extensive enough to require a resuhinittai af the packag�. a) The Contractoa• may x•elease the equipmezrt or inaterial for manufacture; however, a11 notations and comments must he ineorporated itito the final product. b) This resubmittal is to acidress a11 caminents, oinissions a�d noi7-coxiforming items that were noted. c} Resubmittal is to he receiveci by the City withix� 15 Calendar Days of the date of the City's transmit�al requiring the resub�nittal. d. Code 4 1) "NOT APPROVED" is assigned when the subinittal does ziat meet ti�e iut�nt of �he Contract Doc�ments. a} The Contractor must resubmit the entire package revised to bring �he sub�nittal into conforma�ice. b} It may be necessary to resu6mit usii�g a different jnanufactucerfvendor to meet the Contract Documezrts. i. Resubmittals a, Handled in tl�e satne mapner as first subinittals 1) Corrections o�her tlian requ�sted �y the City 2) Marked witli revision triangle or other similar method a) Ai Contractor's risk if not marked b. �ubmittals for each item will he reviewed no more than twice at the City's expense. l) All subsequeirt reviews will be perfor�neci at tiines convex�ient to the City a�id at ihe Co�rtracto�'s expense, based on the City's or City Representative's then prer�ailing rates. 2) Provide Contractar reimbursement to tlie City within 34 Calendar Days for all such fees invoiced by the City. c. Th� need for more than 1 resubmission or any other delay in obtaining City's review of subinitta�s, w�ll not entitle t1�e Contractor to an extension of Contract Time. 7. Partial Sub�nittals a. City reserves the right to not review submittals deejned partial, at the City's discretion. b. Submittals ciee�ned by the City to be nat complete will be returned to the Conti•actor, and will be considered "Nat Approved" untii �•esuhrnitteci. c. The City may at its option �ravide a list �r mark tlie submittal directi��g the Contractor to the areas tl�at are incomplete. $. �f the Coi�t�•actor considei°s any correction iiidicated on tl7e sliop drawings to constitute a cliange to the Ct��itract Documents, tl�en writteii notice mL�st be pro�idecf thereof to the City at least 7 Calendac Days prior ta release for �nau ufacture. C1TY OF FORT WORT}{ Narmandale and Las VegaS Intersection Impra�ements STANDARb CONSTRUCTION SP�ClP1CAT]ON DOCUMENTS Praject Nn: 101591 Revised December 20, 2012 a� 33 00 - 7 SUBIv1IT'I`ALS Page7nfS 9. When the shop drawings have beei� completed ta the satisfaetion of the City, the Contractor may carry out the construciion in accardanc� therewith and no further cl�a�ges ��erein except upon written irastructiai�s from the Gity. 10. Each submittal, appropriately coded, will be returned rvithin 30 Calendar Days foltowing receipt of suhmittal by tlla City. L, Mock ups 1. Mock Up units as specified in individual Sections, include, but are not necessarily limitet� to, co�nplefie units of tl�e standard of acceptance for t�iat type of Work to be used ni1 tl�e Project. Remove at the completion of the Work or when directed. M. Qua��fications 1. If specifically required in other Sections ofthese Specifications, submit a P.E. Cer-�ification far each item requu•ed. N. Request for lnformatioiz (RFI) Cont��actor Request %r additional information a. C�arification or interpretation of the contract docutnents b. When the Contractor believes tl�ere is a co»flict bet�veer► Contract Documents c. Wlien t�le Cof�tractor believes there is a conflict between the Drawings a�Yd Specifications �) Identify the conflict a��d reqtiest clarificatio�� 2. Clse the Reyuest for Information {RFI} fo�•m �rovided by the City. 3. Numberirig of RFI a. Pr�fix witlr "RFI" followed 6y series number, "-xxx", begii�ning witl� "O1" and inereasing sec�uentially with eacl� additianal transmittal. 4. Sufficient il�formation sha]] be attached to permit a wf•itten response withou.t furtl�er information. 5. The City wiIl log each request a�ad wil] re�iew tlje request. a. If review of the praject in%rmatian request indicates that a change to tl�e Contract Documents is eequired, the City will issue a Field Order or Change Order, as ap}�ropriate, 1.� SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFQRMATIONAL SUBMITTALS [NOT USED] 1.7 CL05EOUT SUSMITTALS [NOT USED] 1.$ MAINT�NANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, A1VD HAN'DLING [NOT USED] i.11 FIELD [SITE] CONDITIONS [NOT USED] 1.1� WARRANTY [NOT USED] C[TY OF FORT WORT[-1 Normandale and Las Veges lntcrsection Improvements STANDARD CpNSTRUCTIOD! 3PECII� 1CATION DOCU�v[ENTS Project No: 101591 [2evised December 20, 2012 0 ] 33 DO - S �UBMI7'TALS Page8t�f8 PART 2 - PRODUCTS [NQT USED� PART 3 - EXECUTION [NOT USED] END OF SECTION C1TY OF FORT WORTH Normandale and Las Vegas lntersection Bnprnvements S'I'ANDARD CONSTRUCTiON SPEC[FTCA7'IOtri DDCUMENTS ProjeclNo: 1D1591 Revised Decemher 2D, 2D l2 R13513-1 SPECIAL PRO]�CT PROCEbURES Page 1 af 8 2 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 7 S 9 10 i7 12 13 14 1S Z6 17 18 SECTION 013� 13 SPECIAL PROJECT PROCEDi1RES 1. The proc�dures far special project circunnstances tl�at includ�s, but is not limited to: a. Coordination with tlie Texas D�partment of Transportation b. Work near High Voltage Lines c. Confined Space Entry Pragram d. Aiz• Pollufiion Watch Days e. Use of Explosives, Drop Weiglit, Etc. f. Watar Department Notif cation g. Public Notificatian Friar to Beginning Construction h, Coordination with Uiiited States Army Corps of Engineers i. Coordination within Railraad permits areas j. Dust Control k. Emp�oyee Parking 2. None. 19 B. Related Speci�icafion �ections include, bUt a�-e not iiecessarily limited ta: ZO 1. Division 0— Bidding Requirements, Contract Forms and CQnditions of the Co�itract 2l 2. Divisian 1— General Requiremeuts 22 3. Section 33 12 25 — Co.nnection to Existing Water Mains 23 1.2 PRICE AND PAYN�NT PROCEDURES 24 25 26 27 28 29 3a 31 32 33 34 35 36 37 38 39 40 41 42 A. Measure��ent and Aayment ]. Coordination tzuithin Railroad permit areas a. Measuremant I) Measurement for this Item will be by lump sum. b. Payment 1) The work pe�•fonned and materials furnished in accardance with this Item wi11 be paid far at the lump sum price bid for Railroad Coardit�ation. c. The price bid shall include: 1) Mobilization 2) Inspection 3) Safety training 4) AdditionalInsura�ice 5) Insurance Certificates b) Other re.quirements associated �vith general caordination witl� Railroad, including additional emplaye.es required to protect the right-of-�vay and pj•operty of the Railroad from damage arising out of andlor from the construction of the Proj eet. 2. RaiIroad Flagmen a. Measureinent CITY dF F�R7' 1V�RTH Ndrmandale and Las Vegas Intersection Improvements ST'ANDARD CONSTRUCTION SPECIF7CA'C'IpN DQCIIMENTS Project I�lo: 10159] Revised becember 20, 2012 013513-2 SPECIAL PROJECT PROCEDURES Page 2 oF 8 1 a 3 4 5 6 7 8 9 10 11 12 f) Measuremen� for thi� Item will be per working day. b. Payment 1) The wark performed and materials furni.slsed in accordance w�ith this Item will ba paid for each workin� day that Railroad Flag�nen are present at tl�e Site. c, The price bid shall include: 1) Coardination for scheduling f7agmei� 2) �lagmen 3} Other requirements associated with Railroad 3. All other items a. Wark associated with these Items is considered subsidiary ta the various Items bid. No separate payment will be ajlowed for this Item. 13 1,3 REFERENCES 1� A. Reference Standards � S I. Re%rence standards cited in this Spccification refer to the current reference � 6 standard published at tlie time of the latest revision date loggad at the end of this 17 Specification, unless a date is specif cally citeci. � 8 2. Health and Safety Code, Title 9. 5afety, 5u�title A. Public Safety, Chapter 752. 19 I-�igh Voltage Overhead Lines. 20 3. North Central Texas Cnuncil of Gover�irnants (NCTC�G) — Clean Construction 23 Speci�cation 22 I.4 ADNIINISTRATIVE REQUIREMENTS 23 24 25 26 27 28 29 30 3] 32 33 34 3S 36 37 38 39 4a 41 �2 43 44 45 A. Coordiisatior� with tlie Texas Deparhnetrt of Transpartation When work in the right-of-way whicli is und�r the jurisdiction af the Texas Daparhnent of Transportatian (TxDOT): a. Notify the Texas Deparhnent of Trausportation prior to commencing any work therein in accordance with the provisiot�s of the permit h. All work performed ira the T�OT right-of-way shall be perforrr►ed in compliance w�th and subject to approval from the Texas DepartmenY af Transportation B. Work iiear High Voltage Lines 1. Regulatory Requirements a. All Work near High VoStage Lines (more than 640 volts�measured between conductors or between a conductor and the groutid) shall be in accordanee with Healtl� and Safety Code, Title 9, 5ubtit�e A, Chapter 752. 2. Warning sign a. Provide sign o.f sufficient siz� meetiug all OSHA requirernents. 3. �quipmen# operating within l 0 feet of high volta�e lines will require the followin:g safety features a. Insulating cage-type af guard about �lie boom or arm b, Insulator links on the lift hook connections for back hoes or dippers c. Equipment must tne�t the safety requirements as set forth by OSHA and the safe#y req�irements of tlie owner of the high voltage lines 4. Wark within 5 feet of high voltage electric lines a. Not�fication shall be given to: �ITY QF FORi WOATH I�onnandale and Las Vegas Intersection [mproVernents 5TANDARD CONSTRUCTION SPECIPICATION DOCUMENTS ProjectNa: 1Di591 Reuised �ecember 20, 2Q12 Ql 35 13 -3 SPECIAL PR07ECT PRQCEDUR�S Page 3 of 8 1 2 3 4 5 6 7 8 9 la 11 I2 13 14 is 16 17 18 19 2D 2l 22 23 24 25 26 27 28 29 3a 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 b C 1) The power company {example: ONCOR} a) Maintai�� ai� accurate 1ag of all such calls to pawer company a�id recard action taken in each case. Caord'usatioil with p.ower cornpany 1) After notificatinn coordivate with the power company to: a} Erect tempora�y mechanical barriers, de-e��ergize tlie lines, or raise or lowe.r the lines No personnel may work within 6 feet af a higl� voltage fine before the abo�e requirements have been met. C. Confined Spaee Entry Program 1, Frovide and follow approved Co.nfined Space Entry Program in accordance with QSHA requirements. 2. Confined Spaces include: a. Manholes b. All otlier confined spaces in accordance with OSHA's Permit Required for Confined Spaces D. Air Pollutiots Watch Days 1. Gen�ral a. Observe the following guidelines relating to working on City construction sites on days designat�d as "AIR POLLUTION WATCH DAYS". b. TypicaI Ozone Season 1) May 1 through Octo6er 31. a Critical Emissioii Time 1} 6:00 a.m. to 10:00 a.m. 2. Watcla Days a, The Texas Commissiaz� nn En�iromne��tal Quality (TCEQ), in coordination with the National Weather Service, wiIl issue tlie Air Pallution Watch by 3:�D p.m. on tlie afternoon prio.r to the WATCH da�. b. Requirements 1) Begin work after 1 Q:00 a.m. wl�enever construction pliasing requires the use of motorized eq�ipment for periads iis excess of I hour. 2) However, the Contractor may begin work prior to 10:00 a.m. if: a} iJse of motorized equipment is less than 1 l�our, or h) If equipment is new and certifi�d by EPA as "Law Emitting", or equipment burns Ultra Low Sul,fur Diesel (ULSD), diesel emulsions, or alternative fu�ls such as CNG. E. TCEQ Air Per�nit 1. Obtain TCEQ Air Peimit for const�-uction activities per requir�ments oi TCEQ, F. Use af Explosiv�es, Drop Weight, Etc. 1. When eontract Doculnenfs per�nit on the project the followiiag will apply: a. Public Notification 1} Suh�nit notice to City and pronf of adequate insurance coverage, 2411ours prior to commencing. 2) Minimum 24 hour pubtic zioti�ication in accordance with Section Q] 31 13 G. Water Department Coordination CITY dF FORT WORTI] Normandale and Las Vegas Intersectian Improvaments STANI}ARD CONSTRUCTIQN SPECIFICATION DOCUiVl�I�ITS Praject No: f O1591 Revised becember 2D, 2012 013513-4 S.PECIAL PR07ECT FROCEI]i1RGS Page �} of 8 1 j. During tlie construction of this praject, it will be necessary to deact��ate, for a 2 parinci of time, existing l.ines. The Contractar shall be required to coordinate with 3 the Water Department to determine the best times for deactivating and activating 4 those lines. 5 2. Coordinate any e�ent thaY will require cannecting to or the ap.eration of au existing 6 City water line systexn wit3� the City's representative. � a. Coordination sl�all be in accordai�ce with Section 33 I2 25. 8 b. If needed, obtain a hydrant water meter from ti�e Water Department for use 9 during the life ofnamed project. 10 c. In the event that a water valve an an existit�g live system be turned off and on 11 to acco�nmodate the canstruction o�the project is reqt�ired, coorduiate this 12 activity througn the apprapriate City representative. 13 1) Do not operate water line valves of existing water system. 1� a) Failure to camply wiZl render the Contractor in �iolation of Texas Penal 15 Code Title 7, Chapter 28.03 (Criminal Mischief� and the Contractor 16 will be prosecuted to the full extent of the 1aw. 17 b) In addition, the Coi�tractor will assu�ne all liabilities and 1g responsibilities as a result ofthese actions. l9 20 21 22 23 24 2S 26 27 28 29 3Q 31 32 33 34 3S 3b 37 38 39 40 41 42 H. Fublic Notification Prior to Beginning Construction 1. Prior to beginning constructidn at� any bIock in the project, on a biock by block basis, prepare and deliver a notice or flyer of the pending constructioi3 to the iro�it door of each residence or busin�ss that wilS be iinpacted by construciion. The notice shall be prepared as foliows: a. Post notice or flyer 7 days prior to beginning any construction activity on each block in tt�e projeci area. 1) Pre�are flyer on the Contractor's letterhead and include the following information: a) Name of Project b) City Project No (CI'N) c) Scope of Project (i.e. type oFc.onstruction activity) d} Actual cnnstruction duration within the block e) Name of the cont�actor's foreman anci phone numt�er fl Name of the City's inspector and �hone numb�r g) City's after-hours phone num�er 2} A sample of the `pre-construction natifcation' flyer is attached as E�iibit A. 3) Subrnit schedule shovving die construcYion start and finish time for each b�ock af the projact to the inspector. 4) Deliver flyer ko tlie City Insp.ector for review prior to distribution. b. No construction �ill be allawed to begin on any block until tlae flyer is d�iivered to all residents of the bjock. I. Fubiic Natiiication of Temporary Water Service Interruption during Construct�on 43 1. In ti}e e�ent it becames necessary to temporariiy shut down water service to 44 residents or businesses during construction, prepare and deliver a notice or flyer of 45 the pendijSg interruption to tl�e front door of each affected reside�rt. 46 2. Prepared notice as follows: 47 a. The natifcatioii or flyer shall be posted 241iours prior ta the temporary 4g interruption. CITY OF FORT WORTH Normxndale a�d Las Vegas lntersection Inlprnvemenis STAt�DARD CONSTRUCTION SP�GI�ICATION DOCUME�Ii'S Praject No: I01 S91 Revised December 20, 2U12 Q13513-5 5PECIAI, PROJEC7' PROCEbLiR�S Paga 5 of S 1 2 3 4 5 6 7 8 9 10 11 12 I3 14 LS 16 17 18 19 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 46 b. Prepare flyer on the co.nt�•actor's ]etterhead and include the follo�ving �nformatio�i: 1} Name of the project 2} City Project Number 3) Date of tlse interruption of service 4) Period the interru�tion will take place S) Name of the contractor's fareman and phone number 6) Name of the City's inspector and phone number c. A sainple of the temporary water service interruption notiiication is attached as Exhibit B. d. Delivex a copy of the temporary interruption notification to the City inspector for review prior to being distributed. e. Na interruption of water service can occur uirtil the f[yer has be�n de�ivered to alZ affected residents and businesses. f. Electronic versions of the sampie flyers cani be obtained from tlie Project Co.nstruction Insp�ctor. ]. Coordinatian with United States Army Corps of Engineers (USACE) 1, At locations in the Froject where construction activities occur itt areas where USACE permits at•e required, ineet ali requirements set fnrth in eacls designated permit. K, Coordination within RaiIroad Pertnit Areas 2. 3 At loeations in the project where construction activities occur iu areas whera railroad pertnits are required, ineet all requireznants set forth in each designated railraad permit. This includes, but is not limited to, pro�visions for: a. Flagmen b. Inspectors c. Safety iraining d, Additional i�isurance e. Insurance certificates f. Other e�nployees required to pratect the riglst-of-way and property of the Railroad Company frain damage arising out af and/ar from ihe construction of the px•oject. Praper utiliiy cIearance procedures sliall6e used in accordance with the permit guidelines. �btain a�ry supplainental iufor�nation needed to comply with the railroad's requirements. Railraad Flagmen a, Submit receipts to City far verification of workiiig days that raiiroad flaginen were present an Site. L. Dust Ca�strol 1, Llse acceptable measures ta control dust at the Site. a. If water is used to control dust, captiure and properly dispose of waste water. b. If wet saw eutting is performed, capture and properly dispos� of slurty. M, Emplo�ee Parking 1. Provide parking for employees at locations approved by the City. N. Coordination with North Central Texas Council af Gavernments (NCTCOG) Clean Const�•uct�on Specification CITY OP PORT WORTH I�Iorenandale atid Las Vegas ]ntersection lmprovements STANDARD CON5TRUCT103V SPECII'[CAT[ON DOCUNIENTS PrajectNo: 101541 Revised Decernber 20, 2012 413513-6 SPECIAL AROJ�CT PROCEDURES Page 6 of 8 1 1. Coinply witl� equipment, operational, reporting and enforcetnent requirements set 2 fortl� in NCTCOG's Clean Constructian 5pecification. 3 1.� SUBMITTALS �NOT USED] 4 1.6 ACTION SUBMITTALSlINFORMAT�ONAL SIIBMITTALS [NOT USED] 5 i.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERiAL SUBMITTALS [NOT USED] 7 S 9 16 11 1.9 QUALITY ASSiTRt�NCE [NOT USED] 1.1D DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIEL�I �SITEj CONDIT�ON� [NOT iTSED} 1.I� WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] i2 PART 3- EXECUTION [NOT USED] I3 14 15 END OF SECTION Revisian Log DATE NAME SUMMARY OF CHANGE 1.4,B -- Added requiremenk of compiiance with Health and Safety Code, Title 9. 8131/20I2 D. 7ohnsnt� Safety, Suhtitle A. Public 5afet�, Chapter 752. High Voltage Overhead Lines.. 1.4.E— Added Cantractor responsibility far o6taining a TCEQ AirPermit CITY qF PQRT WORTI-1 Narmandale and Las Vegas Intersection ]�nproven�cnts STANDARD CONSTRUC'1'ldN SPECIP'ICNI,TION DOCUMCNTS Projecf No: 101541 Revised Decamber 20, �Q12 013513-i SPECIAL P120JECT PROCEDURES Page 7 af S 2 3 4 5 6 7 8 9 10 11 12 13 EXHIBIT A (To be printed on Cantracfar's Letterhead) Date; CP�1 No.: Project Name: MapSco Location: �imits of Construction: 14 15 16 17 18 19 �0 21 22 23 �.4 25 26 27 28 29 30 31 32 33 34 35 36 37 __ . � . TbIS I� �O IN�ORfI� YOU �FiAT UR��R r4 COIdiRr4C� I�VI�'F; ib� CI�Y O� F�I�T W�R�'H, ��JR COt��ARlY �llf�� Id�110�F4 OW U'�I�I�Y LIid�S ON �� AR�UR�� YOU�t PR�I��R�Y. �OP��RUCTIOi� ?�id'I�� (31N AP��OXI�l9AT�LY S�V�'IV DAYS FRO�fl T'H� DAT'� O� TFpIS NO�IC�. I� Y�U bAV� QU�5T101�� ABOUi �CC�SS, S�CU�lTY, SA�'��'Y OR RNY O�FiE� ISSU�, �LE�S� CA��: hflr, CCQNTRACTOR'S SUPERINTENDENT� �oT �TELEPHQNE� NO.� OR AfYr. [GITY INSPECTQR� A� � TELEPFfONE NO.� �Fi�R �:30 �flA O� �R! I�f��KEtdDS, ��ASE CAL� (8R7) 392 �306 PLEASE KEEP TH15 FL.YER NANDY WHEN YOU CAL.L C7TY �F FQRT WORTH Normandale a��d I.as Vegas Intersection Improvements STANpAE2D CONSTRUCTION SPECIFICATION DOCUME3VT5 Frnjeet No: 1{31591 Revised Decernber 20, 2072 613513-8 SP�CIAL PRO7ECT PROCEDURES Page S of 8 1 2 EXAIBIT B ��r �o�T� �� . � �,��: r�o�� r��r��►�� sr��c� ��r� IlU� T[3 UTlf.�'i'X �l4YYlt[iVEMEN'T'8 [N YOUR NEIGHBORHOOD� YOUR WA'i'ER S�RVYCE WILL 8E CiVTERRi3PTED Di�l �-_ BETWEEl►T THE I3UU125 QF AN� IFY01J �IAV�: QU�5T�0]�S A�OU'I"TFl1S 8AU'T-ULf'I', PLEA5E CA.I�I�: MI3. AT � {COI�FTRAiCTOitS STJPEI�IN'f'�1�iDEN'�') ('PEI.EPHOIVE NUMBEIt) O!2 ��. AT (CITY INSI'�C'TUR) (T�I.�.PHUNE NU14.Ia�) TFII5 11VCONVENiE'NCL WII.L ilE AS SHOI2T AS PaSSTHLE. T�iAN�et YQ�3, CO1V'�RACTUIt 3 4 CI`1'Y OF F�RT WORTH I�iorma��dale and Las Vegas Intersectio�� Impravernents STAN�ARD CONSTRUGTIDN SPECIFICATION DOCUM�NTS Projeci No: 1D1591 Revised Decemk�er ZU, 2012 oi as a3 TESTING AND INSPEGTION S�RVICES Page 1 of2 SECTION 01 �5 �3 TESTING �ND INSP�CTION SERVICES PART 1 - GENERA�, 1.1 SUMMARY A. �ection Includes: 1, Testing arid inspection services procedures and coordinatian B. Deviations �From this City ofFort Worth Standard Specification 1. None. C. Related Specifi.cation Sections include, but are not necess�-ily Iimited to: Division 0— Bidding Reqtzirements, Contract Forms and Couditious of tlie Contt•act 2. Division 1— General Requirements 1.� PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Work associated witli this Item is considered subsidiary to the various Items bid. No separate payment will be allowed fior this Item. a. Cnnteactor is respQnsible fo.r performing, coordinating, and payment af a11 Quality Control testing. b. City is responsible fox perfot'ining and payment for �rsi set of Quality Assurance testing. 1} If the fixst Quality Assurance test perforined by tlle City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a} Final acceptaqce will uot ha issued by City until all required payments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQi]1REMENTS A. Testing 1. Coinplete testi»g in accordance with tl�e Coutract Documeiits. 2. Coordination a. Wheii testing is required to be performed by the City, �iotify City, sufficiently in advance, whe» t�:sting is needed. b. When testing is required to be com�leted by the Contractor, notify City, suff'icisntIy in advance, that testing will be performed. 3. Dlstribution of Testing Reports a. Electronic Distributian 1} Co�ifirm developinent of Project direetory far electronic submittals to be upIoaded to the City's document management system, nr another e�ternal FTP site approved by the City. Cl7'Y qF FORT WORTH Normandale and Las Vegas I»tersecfion Improvements STANbARD CONSTRUCTION SPECIPICATION DOCUM�NTS Prajecl No. I01591 Revised March 9, 2020 61 45 23 TESTIAIG AND INSPEC'1'!ON SERVICES Page 2 of 2 2) Upload test reports to designated project directory and notify appropriate Gity representatives via email of submittal posting. 3) Hard Copies a) 1 copy for all submittais submitted ta the Project Representative b. Hard Copy Distt'i�ution (if reyurred in �ieu of electranic distribution) 1) Tests perFormed hy City a} Distribut� 1 liard copy to the Conta•actor 2) Tests performed by the Contractor �.) Distrihute 3 hard copies to City's Praject Representative 4. Provide City's Project Representative witli trip tickets for each delivered laad of Cancrete or Lime material inciudrng the following informa�ion: a. Name of pit b. Date of deIivery c. Material delivered B. Inspectian 1. Inspection or lack of inspectian does not reli�ve the Confiractor from abligatior� to perform wor�C in accordance with the Gontract Docutnents. 1.� SUBMiTTALS �NOT iTSED] 1.6 ACTION SUBMITTALS/INFORMATI�NAL SUSMITTALS [NOT USED] 1.'� CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERiAL SUBMITTALS [NOT C7SED] 1.9 QCTALITY ASS[JItANCE [NUT USED] L10 DELIVERY, STORAGE, AND IIANDLING [NOT USED] 111 FIELD jSITE] CONDITIONS [NOT USED] 1.12 WARRANTY jN�T USED] PART � - PRODUCTS [NOT USED] PART 3 - EXECUTION [N�T USED] END OF SECTION Ra�ision Log DATE NAME SUMMARY OF CHANGE 3/9/2020 D.V. Magana Removed referenee to Buzzsaw and noted that electronic suhmittals be uploaded through the Cily's document management system. CITY OP' PORT WQR'ihI [3ormandale and Las Vegas Intersection lm�rovements STANbARD CONSTRUCTIO.N SPECIF[CATIDN DQCUIVIENTS Project No. 101591 f2evised Marcli 4. 2620 01 50 OD -1 TEMPORARY PAGILIT[ES AND CONTROLS Pagc 1 of4 SECTION 01 SO 00 TEMP�RARY FACILTTIES AND CONTROLS PART1- GENERAL 1.1 SUNIMARY A. Section Lncludes: Provide teinparary facilities and contral� needed for the Work including, but not n�cessarily limited to; a. Temporary utilities b, Sanitary facilities c. Storage Sheds and Building� d. Dusi control e. Temporary fencii�g of the construction site B. De�iations from this City of Fort Worth Standard Specificatian l, None. C. Related Speci�eation Sections include, but are not necessarily Iimited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditioi�s of the Contract 2. Divisiort 1— General Requireinents 1.3� PRICE AND PAYMENT PR�CEDURES A. Measurement and Payment 1. Work associatec! with this I#em is considered subsidiary to tlie various Items bid. No separate payinent will be allowed far this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMiNISTRATIVE REQUIREMENTS A. Temporary Utilities 1. Obtaining Temporary Service a. Make arrangements with utility service companies for temporary services. b. Abide �y rules and regulations of uti�ity service cotxipanies or authorities ]iaving jurisdiction, c. Be responsible for utility service costs until Worl� is approved for Final Acceptance, 1) IncIuded are fuel, power, ]ight, heat and othe�� utility ser�iees necessary ior executior►, cornpletion, testing aiid initial operatia�l af Worlc. 2. Water a. Contractar to pravide water required for and iu con�aection witl� Wark to be performed and for specified tests of piping, equipment, devices or atl�er use as required far the completi�n of th� Wark. h. Provide and maintain adeyuate supply of pota6le water far domestic eaz�sumptio.n by Contractor persoiis}el and City's Project Representatives. c. Coordit�ation 1} Coirtact City 1 week before water for construction is desired C1TY OF FORT WORTH Normandale and Las Vegas [nterseetion ]mprovements STANDAR[] CONSTRiICT10N SPECIFICATION DOCUMEI�ITS Praject No. ] 01541 Aevised 7u9y 1, 20E 1 0 � 50 00 - 2 TEMPORARY PACILITIES ANI3 CONTROLS Page 2 of 4 1:3 d. Contractar Payment for Construction Water 1) Ohtain constructian water meter fram City fnr payrnent as billed by City's established rates. 3. Electricity and Lighting a. Provide and pay for eIectric povaered service as required for Work, ineluding testing af Work. I) Pravide power for lighting, operation of equipment, or otlier use. b. EIectric power ser�vice includes temporary Qower service or generator to maintain operations during scheduled shuiciawn. 4. Telephone a. Pravide emergency telephone s�rvice at Site fnr use by Contractor persQnnel and oth�rs perforining �vork �r furnishing services a# Site. S. Temporary Heat and Ventiiatian a. Pravide temporary heat as necessary for protection or completian of Work. b. Provide Cemporary heat and ventiiation to assure safe working conditions. Sanitary Facilities Provide and mainkain sanitary facilities for persons on Site. a. Comply wit11 regulations of State and local departments of health. 2. Enforce use af sanitary facilities by construetion personnei at job site. a. Enclose and ancl�or sanitary facilities. �. No discharge will be al�owad from these facilities. c. Collect and store sewage aiid waste so as not to cause nuisance or health �robiem. d. Haul sewage and waste off-site at no fess than weekly intervals and properly dispose in accordance with applscable regulatian. 3. Locate facilities near Work Site and keep clean and maintaii�ed throughout Project. 4, Remove facilities at cotnp�etion of Proj�ct C. Storage Sheds and Buildings 1. Provide adeguately ventiiated, watertiglit, weatherproof storage fac.ilities witl� flnor above ground level for materials and equipme�it susceptible ta weather damage. 2. Storage of materials not susceptibie to wea�her damage may be on blacks off ground. 3. Store materials in a neat and orderly manner. a. Placa materials and equipment to per�nit easy acc�ss for identification, inspection anci inventory. 4. Equip building with iockable doors and lighting, and provide electrical service for equ.ipment space heaters and heating or ventilation as necessary to provide storage environments accaptable tn specified manufacturers. 5. Fill and grade site for temporary structures to provide drainage away from temporary and existing buildings. 6. Re►nove building fro�n site prior ta Final Acceptance. D. Temparary �'encing Pro�ide and mau�tain for t1�e duration or construc�ion when required in cor►tract docuanents E. Dust Control CI`PY OF PDRT WORTI� �dormandale and Las Vegas [ntersection Improvemenla 5TANDARD CONS'tRUCT10N SPECIFICATION DOCUI��NTS Project No. 10 i 591 Revised .�ulp 1, 2fl1 l f11 50 00 - 3 TEMPORARY FACIL[TIES AND CONTROLS Page 3 of 4 1. Contractor is respoi�sible for maintaining dust control thrnugh the duration of tl�e proj �ct. a. Contractor remains an-call at all tiines b. Must respond in a timely inanner F. Temporary Protection of Construction I. Contractor or subcantractors are responsible for protecting Work from damage due to weather. 1.� SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIQNAL SC7SNIITTALS �NOT USED] l.i CLOSEOUT SUBMITTAI,S [NOT iTSED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] l.la DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 �IELD [SITE] CONDITIONS [NOT ITSED] 1.12 WARRANTY [NOT USED] PART � - PRODiI CTS [N�T USED] PART 3 � EXECUTION [NOT USED] 3.1 INSTALLERS [NOT iTSED] 3.2 EXAMINATION [NOT iTSED] 3.3 PREPARATIQN [NOT USED] 3.4 INSTALLATION A. Temparary Facilities 1, Maintain all tem�orary facilities for durat2on of construction activities as needed. 3.� [REPAIR] / [ItESTORATION] 3.6 RE-INSTALLATION 3.i FIELD [oR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 39 ADJUSTING [NOT IISED] 3.10 CLEAlVING �NOT USED) 3.11 CLOSEOUT ACTIVITIES A, Temporary Facilities CTI'Y OP FQRT WQRTH Normandale and Las Vegas lntersection Iinpravements S7'ANpARD CONSTRUCTION SPECIPICATION DOCUMENTS Projeci Na. ] 01591 Revised ]uly l, 2011 O15D00-4 TEIVIPORP:RY FACIL3T1G8 lWb CONTROLS Page 4 of A 1. Remove all temporary facilities and restore area after completion of the Work, to a condition equal fio or better tlian prior to start of Work. 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 314 ATTACHMENTS [NOT USED] END �F SECTION C1TX OF' FORT W�RTH Norma��dale and Las Vegas IMtersection Improvements STANI7ARD CDNSTRLICTION SPHCIFICATIOt�i DOCUIvIENT3 Prpject Na. 101591 I2evised July I, 2011 QI5526-t STREET USEP�RMIT ANDNiODIF'ICATIONS TO'I'ItAFFIC CONTROL P age 1 of 3 � SECTION 01 55 �6 STREET USE PERMIT AND M�DIFICATIONS TO TRAF�'IC GONTROL 3 PART 1 - GENERAL 4 1.1 SUNIlI7ARY 5 6 7 8 9 � 12 13 14 IS A. Section Includes: 1. Administrati�e procedures for: a. 5treet Use Permit b. Modification of approved traffzc control e. Removal of Street Signs B, Deviations from this City of Fort Warth Standard Sp�c.i�ca�ian 1. None. C. Related Specification Sec#ions include, bat are not necessarily lilnited to: I. Division 0— Bidding Requ�rements, Contract Forzns and Conditians of the Contract 2. Division 1 —Genera] Requirements 3. Sectfon 34 7l 13 — Traffic Control 16 1.� PRICE AND PAYlVlIIVT PRQCIDURFS 17 A. Measurement and Payment 18 I. Wark associated with this Item is considered subsidiary to the variaus Items bid. 19 No separate payanent wil] be allo�ed for this 1tem. 20 1.3 REFIItENCFS 2l A. Reference 5tandards 22 1. Reference standards c ited in this specification refer to the current reference standard 23 p�ablished at the time of the latest revision dat� logged at the end of thzs �4 specification, unless a date is specifica�ly cited. 25 2. Texas Manual an UniForm Traffic Control Devices (TMUTCD). 26 1.4 ADMINISTRATIVE REQUIREMINTS 27 28 29 30 31 32 33 34 35 36 A. Traffic Cantrol 1. GeneraI a. Contractor shall minimi�e �ane closures and 'unpact to vehicu[ar/pedestrian traffic. b. When traffic contral plans are incfuded in the Drawings, provide Traffic Control irj accordance with Drawings and Seetion 34 71 13. c. When traffic control plans are not included in the Drawings, prepare firaffic controI plans in aceordance with Section 34 71 13 and submit to City for review . l) Atlow minunum 10 vvorking days for review of proposed Traffic Cantrol. CITY OF FORT WORTH Normandale and Las Vegas [ntersection lmprovemeuts STANDARb CO%ISTR[JCCION SPECIFICAi]ON DOCUMENTS Project No. 10(591 Revisad IVlar�h 22, 2021 O1 552G-2 STA�ET USEP�RIVIIT ANDMODIFICATIONS'i"OTRAFFIC COI�TROL !'age 2 of 3 4 0 i0 11 12 13 14 ]S 16 17 18 !9 20 21 2) A traf�c control "Typical" published by City ofFort Worth, t4�e Texas Manual Unified Traffic Control Devicas (TMl]'1'CD) or T�xas Depart�ne�t of Transportation (TxDO'� can be used as an alternative to preparing projact/site specific traffic control plan if the typical is applicable to the specific �rojectlsite. B. Stre�t Use Permit 1. Prior to insta�lation of Traffic Control, a City Street Use Permit is required. a. To obtain Street L�se Permit, submit Traffic Control Plans to City Transportation and Public Works Department, 1) Ailow a minimuin of S warking days for persnit review , 2) lt is the Conkractor's responsibility to coordinate review of Traffic Control p�ans for Street Use Permit, such that canstruction is not delayed. C. Modif.ication ta Appro�ed Traffic Cantrol 1. Prior to insta�lation traffic control: a. Submit re�ised traffic control plans to City Department Transportation and PubGc Vb'orks Department. I) Revise Traf�c Controlplans in accordance with Section 34 71 13, 2,) Allow minicnuan 5 worlcing days for review of revised Traffic Control. 3} It is the Contractor's respansibility to coord'mate revierw of Traffc Contral plans for Street Use Permit, such that construction is not deiayed. D. Removal of Street Sign 22 1. If it is detexmined that a street sign must be rerr�oved for construction, then eontact 23 City Transportation and Public Works Department, Signs and Markings Division to 24 remove the sign. 25 E. Temporary Signage 2b l. In the case of regulatory signs, replace permanent sign witM temporary sign meeting 27 requirements of the latest edition of the Texas Manual on Uniform Traffic Controi 2g Devices (M[JTCD). 29 2. Install temporary sign before the removal of perrnanent sign. 3Q 3. When construction is compiete, ta the extent that the permanent sign can be 31 reinstalIed, contact the City Transportation and Public Works Department, Signs 32 and 1Wlarkings Division, to reinstall the permanent sign. 33 F. Traffic Control Standai'ds 34 1. Traffic Control Standards can be found on the City's website. 3S 1.5 SUBNIITTAL� [NOT iTSED] 36 A. Submif all required ciocumentation ta City's Project Representative. C1TY OF FORT WDRTH Notmandale and Las Ve$as Intersection Improvements STAt�iDARD CONSTRCIC"E'[ON 5P�C1FiCATIDN DOCUMENTS Projecti�lo. 101591 Revised March 22, 2021 O1 5526 -3 STRECT USE PERMIT AT�IQ MODIFICAT[Q1•!S TO TRAFFIC COi�7'ROL Page 3 of 3 I l.b ACTION SUSNIITTALS/INFORMAT[ONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBNIITTALS [NOT USID] 3 1.8 MAINTINANCE MATERIAL SiJBNIITTALS [NOT USID] 4 1.4 QUALITY ASSURANCE [NOT Z]SED] S 1.10 DII.IVERY, STORAGE, AND HANDLING [NOT USED] 6 1.11 FIELD [SITE] CONDITTONS [NOT USED] 7 I.13� WARRANTY [NOT USID] 8 9 ia !i P,A RT � - PRODUCTS [NOT USID] PART 3 - EXF,('�ITION [NOT IISID] IND OF SECTION Revis ion Log DATE NAME SUMMARYOF CHA.NGE l.4 A. Added ]aaguage to empl�asize minimizingof lane closures and im�act to traffic. 3/22/2021 M Ow�n �•4 A, l. e. Added language ta allow for use ofpublishcd traffic control "Typicals" i applicab[e ta specific project/site, 1,4 F. lj Removed reference to Buzzsaw 1.5 Added language re: suhmittal af perinit 12 C[TY OP FOR'� WORTH Normandale and Las VegasIntersection lmprovements S'I'ANIaF1RD G�NSTRUCTIOI� SPEC]FECA7'IpN QOCLIMENTS Project No, 1p1591 Revised March 22, 202i ots�i�-i STORM WIIT�R YDLLUTION PREVEA3'I'ION Page 1 of 3 SECTION p1 �7 13 STORM WATER POLLUTION PREVENTI�N PART1- GENERAL �.1 SUMMARY A. Section [ncludes: 1. Procedures for S.torn� Water Pollution Prevention Plans B. Deviations from this City af Fort Worth Standard Specification 1. None. C. Reiated Speeifieatio�i 5eciions include, but are not necessarily limited to: 1. Division Q— Bidding Requirements, Coniract Forms aiid Conditions of the Contract 2. Division 1— GeneraI Requirements 3. Section 3I 25 00 --Erosion and Sediment Coiltrol 1.2 PRICE AND PAYMENT PROCEDiTRES A. Measurement and Payment 1. Construction Activities resUlting in less than I acre of disturbance a. Work associated with tl�is Item is considered subsidiary to ihe �ariaus It�ms bid. No separate payment will be allowed for this Item. 2, Construction Activities resulting in greater than 1 acre of disturhance a. Measurement and Payment shall be in accordance with Section 31 25 D0. 1.3 REFERENCES A. Abbreviations and Acronyms 1. Natice of Intent: NOI 2. Notice of Termination: NOT 3. 5torm Water Pollution Prevention Plan: SWPPP 4. Texas Commissian on Environmental Quality: TCEQ 5. Notiee of Change: NOC A. Reference Standards 1. Rsference standards cited in this Specifieation refer to the current reference sta�idard published at the tsine of the latest revision date logged at the end of this Specificati�n, unless a date is speci�cally cited. 2. Integratec# Storm Ma�iage;nent (iSWM) Technical Manual for Construction Controls 1.4 AD1V11NIST�A.TIVE REQUIREMENTS A. General I. Contractor is responsible for resolUtion and payment of any fines issued associated with cotnpliance to Stormr�vater Pallution 1'revention Pjan. C1TY OF FOAT WORTH Nonnandale and Las Vegas Intersection improvements STANDARI? CONSTRUCTION 5PECIFICATIpN DOCUME3�1T� Project No. 101591 Reviscd July 1, 2Q1 I 01 57 13 - 2 5TORM WATER POLLU'FION PREVENTION Page 2 of 3 B. CpI]StiI'L1Ct1017 /�Ci1V1t1�.S I'ESU��Iri� Eri: l. Less than 1 acre of disturba�ice a. Pro�ide �rosian and sediment control in accordance with Sectian 31 25 04 and Drawings. 1 to Iess than 5 acres of disturbance a. Texas Pollutairt Discharge Elimfnation System (TPDES) GeneraI Construction Permit is reAuired b. Complete SWPPP in accardance with TCEQ requirements i) TCEQ 5ma11 Construction �ite Notice Reyuired under general permit TXRl S 0000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send I copy to City Deparlme»t of Tt•a��sportatinn a�id Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control i�i accardance with: a) Section 31 25 00 b} 'I'he Drawings c} TXR15U000 General l'ermit c�) SWPPP e) TCEQ reyuireinents 5 acres or more of Disturbance a, Texas Pollutant Diseharge E�imination System (TPDES) General Construction Permit is required b. Complete 5 WPPP in accardanc�e with TCEQ requirements 1) Prepare a TCEQ NOI %rm and submit to TCEQ al.ong with requ�red fee a) Sign and post at job site b) Send copy to City DeparYment of Transportation and Public Works, En�iroiunental Division, (817) 392-6U88. 2) TCEQ Natice of Change required if making changes or updates to NOI 3) Provide erosian and sediment control in acoardanca with: a) Section 3I 25 00 h) The Drawii�gs c) TXR150000 General Permit d} SWPPP e) 'TCEQ requiretnents 4) Once the proj�ct has been complated and all the clos�out requirements of TCEQ have been met a TCEQ No#ice of Terminatioi� can be submitted. a) 5end copy to City Department of Transpoz�atinn a��d Public Works, Environmeratal Division, ($I7} 392-6088. 1.5 SUBMITTALS A. SWPPP 1. Submit in accardanee with Section O1 33 00, except as stated herein, a. Prior io the Preconstruction Meeting, submit a draft copy of SWYPP ta the City as follaws: I) I copy to the City Project Manager a) City Project Manager will forward to the City Department of Transportation and Public Works, Environmantal Division far review CLTY OF FORT WORTH Normandale and Las Vegas Intersectian ]mprovements STAi�DARD CONSTRUCTIQN SPECIFICATION 1]OCU�vIEN'I'S Projeet No. ] 01591 Revised July l, 20] 1 015713-3 STORM WAT�A POLLiJTIO1V PREVENTION Page 3 of 3 B. Modified SWPPP 1. lf the SWPPP is revisec� during construction, resubmit rnodified SWPPP to the City in accordance with Section �l 33 00. 1.6 ACTION SUSMITTALS/INFORNIATIUNAL ST7BNIITTALS [NOT USED] 1.7 CLOSEOUT SUEMITTALS [NOT USED] 1.8 MAiNTENANCE MATERIAL SUSMITTALS [NOT USED] 1.9 QUALITY ASSIIRANCE [NOT IISED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] I.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NUT USED} PART 3 - EXECUTION [NOT USED} END �F SECTION Revisian Log DATE NAME SUMMARY OF GHANGE C1TY OF FORT WORTH 3+lormandale and Las Vegas Irtersectio� Improvements STANDARD GONSTRLICTION SPECIFICATIO[�! DOCUM�IITS Prajent No. 101541 Revised Iuly 1, 2011 ai ss �3 - a 7"EMPORAI2Y PR07ECT 5[GNAG� Aage 1 of3 SECT�QN O1 5$ 13 TEMPORARY PROJECT SIGNAGE PART 1- GENERAT, 1.1 SUMMARY A. Section Includes: 1. Temporary Pr�ject 5igna�e Requirements B. Deviatians from tliis City of Fort Warth Standard Speci�cation 1. None. C. Related Specificatian Sections include, 6ut are not necessarily limited ta: 1. Division 0— Bidding Requirements, Contract Forms anrl Conditions of the Contract 2. Division 1— G�neral Requireinents 1.2 PRICE AND PAYMENT PROCEDLTRES A. Measurement and Payxnent 1. Work associated with this Item is considered subsidiary to the variaus Items bid. No separate payment wi21 be allowed for this Item. 1.3 REFERENCES [N�T USED� 1.4 ADIVIIlVISTRATNE REQ[]IIZEMENTS [NOT USED] 1.S SUBM�TTALS [NOT USED] l.b ACTION SUBNIITTAL5/INFORM�iT�ONAL SUBNIITTALS [NOT IISED] 1.7 CLOSEOiTT SLTBMITTALS [NOT IISED] L� MAINTENANCE MATERIAL SUBMITTALS [NOT USED] I.9 QUALTTY ASSURANCE [NOT USEDj L10 DELIVERY, �TORAGE, AND HANDLING [NOT US.ED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODU�TS 2.1 OWNER-FLIRNISHED [ax] OWNER-SUPPLIEDPRODUCTS [NOT IISED] 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERTALS A, D�sign Cj•iteria ' 1. Pro�ide free standing Pj•oject Designation Sign in accordance with Ciiy's Standard Details for project signs. C1TY Or PqRT WORTH Normandale and Las Vegas ]»tersection Lnprovements STANDARD CONSTRUCTION SPECIPECATIQN [IOCUMENTS Project IVo. ] 01591 Revis�d 3uty l, 20[ 1 Q15813-2 TEMPORARY PROJECT SiGNAG� Page 2 of 3 B, Materials 1, Sign a. Constructed of 3/a-inch fir p�ywood, grade A-C (exterior) or better �.3 ACCESSORTES [NOT USED] �.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTIaN 3.1 INSTALLERS [NOT USED] 3.2 EXAMIN�.TION [NOT USED] 3.3 PREPARATTON jNOT USED] 3.� INSTALLATION A. General 1. Provide �ertical installation at e�tents of praject. 2. Reioeate sign as needeci, upon request of the City, B. Mounting opfions a. Skids b. Fosts c. BaXricade 3.5 REPAIR 1 RE�TORATYON [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [a�] SITE QUALiTY CONTROL [NOT IISEDj 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 310 CLEANING [NOT i75ED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE A. General 1. Maintenance will iaaclude �ainting and repairs as ne�decl or directed by the City. 3.14 ATTACHMENTS jNOT iTSEDj END OF SECTION CITY OF FORT WORTI I Nnnnandale and Las Vegas Intersection �mpmvements STANDARD CONSTRUCTION SY�CIFICATION DOCUMENTS Prajec! No. 10159] Revised .fuly 1, 2011 Od 58 13 - 3 '1`CMPORAIiY PR01EC'I' SIGNAGE Page 3 of 3 CIT Y OF FORT WORTH Norn3andale and Las Vagas Interseotion Iu�provements STANI�AIZp CONSTRUCTION 5PECIFICATEQN DOCUM�NTS Project No, 101591 Re�ised duly 1, 201 [ n i �a ao PRpDUCT REQUIREM�NTS Page l of 2 SECTYON Ol 60 00 PRODUCT REQUIREMENTS PART1- GENERAL 1.1 SUMIVIARY A. Section Includes: References %r Product Requ.irements and City Standard Products List B. Deviations from this City of Fort Worth Standard Speciiication 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division Q— Bidding Requirements, Contracf Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 1.3 REFERENCES [NOT USED] 1.� ADMIlVISTRATIVE REQi]IREMENTS A. A list of City approvad products for u�se is avaijable thraugl� the Ci1y's website at: https:l/apps.Fortworthtexas.govlProjectResourc�s/ and fallowing tl�e directory path; 02 - Construction DocumentslStandard Products List B. Only products specif calSy included on City's ��andard Product List in these ConYract Documents shalI be allowed for use ou the Praject. 1. Any subsequently approved products �vill on�y be allo�c�ved for use upon speciiic appraval by the City. C. Any specific product raquirements in the Contract Documents supersede similar products ineluded on the City's Standard Product List. 1. The City reserves the ri.ght to not allow products to be used for ceriain projects evet� though tlie product is listed on the City's Standard Product List. D. Although a specific product is included on City's Staridarcl Praduct List, not alI products frotn that manufacturer are approved for use, including but nnt limited to, tl�at inanufacturer's standard product. E. Se� Sectian O 1 33 00 for submittal requirements of Product Data iticluded �n City's Standard Product List. i.� SUBMITTALS [NOT USED] 1.6 ACTION SiJ�3MITTALS/INFORMATIONAL SUBNIITTALS [N�T iTSED] 1.7 CLOSEDUT SUBNIITTALS [NOT USED] 1.� MAINTENANCE MATERIAL SUBMITTAL5 [NOT USED� 1.9 QUALITY ASSiJRANG`E [N{)T USED] CITY OF FORT WORTH Normandale and Les Vegas Intersectian Improv�ments STAIVDARD COt�ISTRUCTION SPECIPI�ATEON DOCUM�NTS Pro�aet Nn. 101591 Revised March 9, 2020 O1 6D 00 PRqpUCT REQUIREMENT3 Page 2 of 2 1.10 DELIVERY, STORAGE, AND HANDLING [NOT IISED� 1.l I FIELD [SITE] CONDITIONS [NOT USED] 1.1� WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT IISED] PART 3- EXECUTION jN4T USED] END QF SECTION CITY QF PORT WQRTH Normandale a�id Las Vegas Intersection Impro�ements STANI]AR1� CDNSTRUCTIpI�1 SPECIFICATIbN DOCUMEN'1'S Praject No. 101591 Revised March 9, 202D ni6600-i PRQDUCT STORAGE �11*ID HANDLII�lG REC�UIREMENTS Page 1 af4 SECTION 0166 00 PRODUCT STORAGE AND HANDLING REQUIR�MENTS PART1- GENERAL 1.i StiMMARY A. Sectian Includes: 1. Scheduling of product delivery 2. Packaging of products for de�ivery 3. Protection of products against damage from: a. Handling b. Exposure tQ eleznents or harsh environments B. Deviatians from this City of Fnrt Worth Standard Specification l. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Divrsian 0— Bic�d�ng Reyuirements, Contract Farms a�1d Conditions of tl�e Contract 2. Division 1— General Reguirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work assaciated with this Item is considered subsidiary ta tl�e vari�us Items bid. No separa#e payment will be allowed for t�is Item. 1.3 REFERENCES [NOT iJSED] 1.� ADMIlVTSTRATIVE REQUIR�MENT� [NUT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTiON SUBNIITTALSIYNFORMATIONAL SUEMITTALS [NOT USED] 1.'� CLOSEDUT SUBMITTALS [NOT IISED] 1.8 MAINTENANCE MATERIAL SUSNi1TTALS [NOT USED] I.9 QUALTTY ASSURANCE [NOT USED] 110 DELIVERY AND HANDLING A. Delivery Regu'rrements 1. Schedu�e delivery of produc#s or equipment as reyuired to allow timely installation and to avoid prolonged storage. 2, Provide appropriate personnel and eguigment to receive deliveries. 3. Delivery trucks will not be permitted io wait extended periods of time on tl�e Site for persoilnel or equipment to receive �lie delivery. C1TY OF FORT WC�RTH Normandale and Las Vegas Interseciio�� Improvements STANDAI2D CONSTRUCTION SPECIFICA`I'ION DDCUM�NTS ProjwtNo. 10i591 Reuised ]uly l, 2611 oi 6�oa-z PRODUCT STORAGE AND HANDLING REQUIREM�NTS Pege 2 of 4 �. D�liver products or equipment in manufacturer's original unbroken cartons ar otlYer co��tainers designed and constructed to protect the contents from physical or environmental damage. 5. Clearly and fully mark and identify as to manufacturer, item and installatioi� location. 6, Provide manufacturer's instructinns far storage and handling. B. Handling Requirements 1. Haiidle products or equipment in accordance with these Contract Documents and manufacturer's recommendations and instruetions. C. Storage Requirements 8. 9. 10. 1. Store materials in accordance with manufacturer's recammendatiaris and requiremerats af these Specifications. 2. Make necessary pravisions far safe storage of �naierials and equipment. a. Place loose soil rnaterials and matarials to be incarporated into Work to prevent damage ta any part of Work ar existing fac.ilities and to maintain free access at aIl times to a11 paris of Work and to utiIity service company installations in vicinity of Work. 3. Keep materials and �quiptnei�t ��eatiy and comp�ctly stored in locations that will cause minimum inconveuience to other contractors, pubIic travel, adjoining owners, tenants and occupants. a. Arrange storage to p�•ovide easy acces� far inspection. 4. Restrict storage to areas a�ailable on construction site fo.r storage of material aiid equipment as shown on Drawings, ar approved by City's Project Representative. S. Provide ofF site storage and protection when on-sife storage is not adequata. a. Provide addresses of and access to off-site storage �dcations %r inspection by City's Project Representative. 6. Do uot use lawns, grass plots oz• other private pro.perty for storage pur�oses without writteu permission of owner ar other person in passession or contra] of premises. 7. Store iiS inanufacturers' unopened containers. Ne�tIy, safeIy and compactly stack materials deli�ered and stored along line of Work to avoid inconve.niei�ce and damage to property o�vners and gsnera] public and maintail� at Ieast 3 feet from �re hydrant. Keep public and private driveways and street crossings open. Repair or replaee damaged Iawn�, sidewalks, st�•ee#s or other improvements to satisfaction of City's Project Representative. a. Total length whicl� materials may 6e distributed alo�ig route of construction at one time is 1,000 linear feet, unless otherwise appro�ed in writing by C.ity's Project Represeiitative. CITY OF FORT WORTH Normandale and Las Vegas Intersection Impraveme��ts STANDARD CQNSTRUCTION SPECIFICATION DQCUMENTS ProjectNo. ]01591 Revised 7uly 1, 2fl1 l 016500-3 PRaDUCT STORAGE AND HANDLING REQUIREMENTS Pa$e 3 af4 1.11 FIELD [SITE] CONDITIONS [NOT USED] I.12 WARRANTY [NOT i7SED� PART � - PRODUCTS [NOT USED] PART 3 - EXECUTION 31 INST,r�LLERS [NOT USED] 3.� EXAMTNATION [NOT USED] 3.3 PREPARATION [NOT U�ED] 3.4 ERECTION [NOT USEDj 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLAT�QN [NOT C1SED� 3.7 FIELD [oR] SITE QUALITY CONTROL A. Tests and Inspect�ons 1. Inspect ajl produefs or equipment delivered to the site prior to utaload'tiig. B. Non-Conformiiig Work 1. Aeject all products or equipment that are damaged, used or in any other way unsatisfactory for use on the praject. 3.8 SYSTEM STARTUP [NOT U5ED] 3.9 AD,T[TSTING [NOT USED] 3.10 CLE,ANING [NOT USED] 3.11 CLOSEDUT ACTIVITIES [NOT USED] 3.1� PROTECTION A. Protect all products or equipment in accordance with manufacfurer's written direetians. B, Store products or equipment in location to a�oid physical damage to items while in storage. C. Pratect equipment from �xposu�•e to eiements and keep thoroughly dry. if required by the manufacturer. 313 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FOItT WDRTH Normandale �nd Las Vegas Intersection improvements S'I'ANDARI] CONSTRUC'1'ION 3PECIFICATION DQCUMENTS Praject No. 101591 Revised July l, 2011 o��6ao-4 PRODUCT STpRAG� AND HANDLING R�Q111ftE1v1ENT5 Page 4 nf 4 CITY QP FORT WORTH Norniandale and Las Vegas Intersection Iroprovements STANDARD CONSTRUCTIDN SP�CIFICAI'[ON DOCUMENTS Project Na. 1D] 54l Ravised duly 1, 2�11 oi�000-i MOBII.IZATION At�4D RENIOBILiZAT10N Page 1 of 4 2 3 PART1- GENERAL 4 1.1 SUMMARY 5 6 7 8 9 10 11 12 13 14 15 16 I7 38 19 20 2l 22 23 24 zs 26 27 28 29 30 3i 32 33 34 35 36 37 38 39 40 4l 4z 43 44 A.�ection Includes: 2. 3. 5ECTION Ol 70 00 MOBILIZATION AND REMOBILIZATION Mobilization and Demobilization a. Mohilization 1) Traz�sporta#ion of Contractor's �ersonnel, equipme�rt, and operating supplies to the Site 2) Establistunent of necessary genera! facilities for the Contractor's operaiian at the Site 3) Premiums pazd for performance and payanent bonds 4) Transportation of Contractor's personnel, equipment, and operating suppiies to another tocatio�n within the designated Site 5} Reloeation of necessary general facilities for the Contractor's operation from 1 location ta anQther location on ti�e Site. b. Demobilization 1) Transportation of Gontractor's personnel, equipment, and operating supplies away frorn the Site including disassembly 2} Site Clean-up 3) Reinoval of all buildings andlor oth�r facilities assemb�ed at the Site for this Contract c. Mobilization and Demob'rlizatioii do �sot inGlude activities for specific items af work that are for whicl� payment is pro�ided elsew]Sere in the contract. Remobilization a. Remobilization far Suspension of Work specifically required in the Contract Documents or as required hy City includes: 1) Demobilization a) Transportation of Contractor's persannel, equipment, at�ci operati�jg supplies from the Site including disassembly or temporarily seeuring equipment, supplies, and otl�er facilities as designated by the Con#ract Documents necessary to suspend the Work. b} Site Clean-up as designated in the Contract Documents 2} Re�nabilization a) Transportation of Contractor's personnei, equipment, anci operating supplies to the Site r�ecessary to resume the Work. b) Establishment of nec�ssary general facilities for the Contractor's operatian at the Site necessary to resume the Work. 3) No Payrnants wiSl be made for: a) Ma6ilization and Demobilization from one location to another on the Site in the narmal progress of performing the Work. b) Stand-by or idle tima c} Los# profits Mobilizations and Detno6ilization foj• Misceilaneous Projects CITY OF FORT WORTH Normandale and Las Vegas Intersection Improvements 5TANDARB CONSTRUCTION SP�.CI�ICATIOiV DOCUMEIITS Project No. IOS 591 Revised Novemher 22, 2D1G 017000-2 MOBILIZATIDN AND 12�MOBII,IZATION Page 2 of 4 1 2 3 4 5 6 7 S 9 1p li 12 I3 14 15 16 17 18 19 a. Mobilization and Deinobilization 1) Mobilization s1�all consist of the acti�ities and cast on a Work Order basis necessary for: a) Traiisportation of Contracior's personnel, equipment, aud operating supplies ta the Site for the issue�i Work Order. b) Establishmen# of necessary general facilities t'or the Contractor's operatian at the Site for the issued Work Order 2) Demobilization shal] consist of the activities and cost neeessary for: a) Transpartation of Cantracior's personnel, equipment, and operating supplies from �Iie Site including disass�m6ly for each issued Woj-k Order b) Site C�ean-up for each issued Work Order c) Removal of all buildings or othex• facilities assembled at the Sit� for each 1�ork Oder �. Mobilization and Demobilizat�an do nof include activities for specific items of work for which payine�rt is provided elsewhere in the cantract. 4. Eanerg�ncy Mc�bilizations and Deinobilization for Miscellaneous Prajects a. A Mobilization %r Miscallaneous Projects when directed by the City and the mobilization accurs within 24 hours af the issuance of the Work Qrder. 20 B.Deviations from this City ofFort Wortl� Standard 5pecification 21 1. None. 22 C.Related Specification Sections include, but are nat necessaril� limited ta: 23 1. Divisian 0— Bidding Requir�ments, Cantract Forrns and Conditions of the �on�raet 24 2. Division 1— General Requirements 25 1.2 PRICE AND PAYMENT PROCEDiTRES 26 A.Measurement a��d Payrnent [Consult City Department/Division for direction on if 27 Mo6ilizatian pay item to be included or the item shouId be subsidiary_ Includa ths 28 appropriate Section 1.2 A. 1.] 29 1. Mobilization and Demobilization 30 a. Measure 3i 1} This Itein is cansidered subsidiary to the various Itetns bid. 32 b. Payment 33 1) The work performed and materials furnished in accordattce witi} this Item 34 are subsidiary to tl�e variotrs Items bid and t�o nther compensatioaa will be 35 ailowed, 36 37 38 39 40 41 42 43 44 45 46 2. Remnbilization for suspension of Work as specifically required in the Contraet Docum�nts a. Measuremei�t 1) Measurement for this Item shall be per each remobilization performed. b. Payment l) The work perfoj�n,ed and materials furnish�d in accordance with this ICem and measured as pravided under "Measurement" will be paid for at the unit price per each "Sp�cified Remobilization" in accorda�sce wit1Y Contract Docuinents. c. Tlie price shall include: 1) Demobilizatiou as describ�d in Sectian l,1.A.2.a.1) CITY O� PqItT WOR'fH Normandale a��d Las Vegas lutersection Improve�nents STANDARD CONSTRUCTIDN SPECIPICATIQN DOCLIMENTS Praject No. 10I541 Revised November 22, 201 G Q17000-3 MQBILiZATION AND RCMQBILIZATION Page 3 of � 1 2) Remobilization as descrihed in Section 1.I.A.2.a.2} 2 d. No payments will be mada for standhy, idle time, or lost profits associated this 3 I#em. 4 3, Remobilization for suspension of Work as required by City 5 a. Measurement a�id Payinenk 6 l) This shall be submitted as a Contract Claim in aceordailce with Article 1 Q 7 of Sectian 00 72 00. 8 2) Na payments will l�e made for standby, idle time, or last profits ass.ociated 9 witli this Item. 1G 11 12 13 1� 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 3S 36 37 38 39 4. 5. Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measureinent for this Item sha11 he for each Mobilization and Demobilization reguired by the Contract Dacuments b. Payment 1) The Wor1c perforrned and xnaterials furnished in accordance with this jtem and measured as provided under "Measurement" wil� be paid for at the unit price per eaah "Work Qrder Mobilization" in accordance with Contract Documents. Demobilization sha116e considered subsidiary to inobilization and shall not ba paid for separately. c. The price shall include: 1) Mobilizaiion as described in Section 1.1.A.3.a.1) 2) Demobilization as described in Section 1.1.A.3.a,2) d. Na payments will be made for �tandby, idle ti�ne, or lost profits associated this I#ern . Emergancy Mobilizations and Demobilizations far Miscellaneous Prajec�s a. Measurement 1} Measuretnent for this Item shall be for each Mobilizatson and Detnobilization required by the Contra�t Documents b. Payinent 1) The Work performed and materials furnished in accordance with this It�m and measured as pro�ided under "Measurement" will be paid for at the unit price per eaeh "Work Order Emergency Mobilization" in accardance with Contract Dacuments. Demobilization shall be considered subsidiary to mohilization and shall not be paid for separate�y. c. The price sl�all include 1} MobiIization as described in Sectian 1.1.A.4.a) 2} Demabilization as d�scribed in Section l.l .A.3.a.2} d. No payments will be made for standhy, idle time, or iost profits associated this Item. 40 1.3 REFERENCES [NOT USED] 41 l.�l ADM]NISTRATIVE REQIIIItEMENTS [NOT USED] 4z 1.5 SUEMITTALS [NOT USED] 43 1.6 INFORMATIONAL SUBMITTALS [NOT IISED] 44 1.7 CL�SEDUT SIIBNIITTAL� [NOT USED] 45 1.$ MAINTENANCE MATERIAL SUBMITTALS [N�T USED] CITY OF I'DRT WOR7'H Normanda[e a�id Las Vegas Intersection Improvetnents 3T�LNDARD CQNS'PRUCTIOt�i SYECIFIC/tT10N DOCIIMENTS Projecl No. 101591 Revised Navember 22, 2016 oi �aao-a IUIQ}3ILIZATION AND REMOBILIZATIDN Page 4 of 4 1 1.9 QUALYTY A�SURANCE [1VOT US.ED) 2 1.IQ DELNERY, STORAGE, AND HANDLING [NOT USED] 3 11� FIELD �SITE] C�NDTTIONS [N�T USED] 4 1,12 WARRANTY [NOT USEDI 5 PART 2- PRODLTCTS jNOT USED] 6 PART 3- EXECUTION [NOT USED] 7 8 9 END OF SECTiON CITY 4F FORT WORTH Nonnandale and i,as Vegas Tntersection Intprovatnents STA,NDARD CDNSTRUCTIQN 3PECIFICAI'[ON pOCUMENTS Project No. 101591 Revised 1Vovember 22, 201 b oi �i z� - i coNs�uc�rroN smaxn�� ,arm su�v�X Page I of 8 SECTION Ol �1 �3 CONSTRUCTION STAKING AND SURVEY PART l. - GENERAL 1.1 SC7MMARY A. Section Includes: 1. Requirements for construction staking and construction survey B. Deviatians from this City of Fort Worth Standard 5pecification S . None. C. Related Specification Sections include, but are not necessarily limited to: 1. Divisson 0--Bidding Requirements, Contract Fnrms and Conditians of the Contracz 2. Division i— General Reqvirements 1.� PRICE AND PAYMENT PROCEDURES A. Measurement and Payment l. Construction Staking a. Measurement 1) Measuremeiit for this Item shall be by lump sum. b. Paymant 1) The work performed and the materials furnish�d in accordance with this Item shall be paid for at the iump sum price bid for "Construction Staking". 2) Payment for "Construction Staking" sliall be made in partia3 payments prorated 6y work campleted compared to total work �ncluded in the lump sum item. c. The price bid shall include, but not be limited to the following: 1) Verificatian af controf data provideci by City. 2) Placement, maintenance and replacennent of required stakes and markings in the field. 3) YreparatiQn and submittal af eonstructiot� staking documentation in the form of "cut sheets" using the City's standard template. 2. Construction Survey a. Measurement 1) Tliis itein is considered subsidiary ta the various ltems bid. b. Payment 1) The work petfortr�ed and the materials iurnished in accordat�ce with this Item are subsidiary to the variaus Items bid and no other campensation will be allowed. 3. As-Suilt Sur�ey a. 1Vleasuremeilt 1) Measurement far this Item shall be by lump sum. b. Payment 1} The work performed and the ►naterials furuished in accorciance with this Itezn slsall be paid for at the lump sutn price bid for "As-Built Survey". CITY Or PORT WORTH STANDARD CONSTRUCTION 5PECIFICA'I'ION DOCCJM�NTS Normandale and Las Vegas interseccion Improveme�ats Revised Fe6ruary 14, 2U38 ProjeclNo. 1Oj59] 01 71 23 - 2 CONSTRUCTI�N STAKING ATTI} SURVEY Fage 2 of S 2} Payrnent for "Construction Staking" sliall be inar�e in pai�ial pa}�ments prorated by woric completed campared to total work included in the lump sum item. c. The price bid shall include, but not be limite�l to ihe following:; I) Field measurem�nts and survey sliots to identify Iocation of coznpleted facilities. 2) Documentation and submittal of as-built survey data onto contractor redli�le plans and digital survcy files. 1.3 REFERENCES A. Definitions 1. Construction Survey - The survey measuz'ements �nade priar to or while construction is in progress to cont:rol ele�ation, horizontal positian, dimensions and configuration of structures/improvements included in the Project Drawings. 2. As-built Sut�vev The measurements made after the construction of the impravement features are complete to provide position coordinates for the features of a project. 3. Construction Stakin — The ptacement of stakes and inarkings to pra�ide offsets and elevations to cut and fill in order to locate on the ground the designed structures/improvements included in the Project Drawings. Construction staking shall incZude staking easements and/or right of way if in�icated on the pIans. 4. Surve "Fie1d Ci�e�ks" — Meastirements made after cnnstruction staking is completed and befor� constructian wark begiiis to eusure that structures marked on the ground are accurately Iocated per 1'roject Drawings. B. Tecl�nical References 1. City af Fort Worth — Construction Staking Standards (available on City's Buzzsaw website} — O 1 71 23.16.01_ Attachment A_Survey Staking Standards 2. City of Fort Worth - Standard Suruey Data Collector Library (fxl) files {available on City's Buzzsaw website). 3. Texas Department nf Transportation (T�OT) Survey Manual, latest revisio» 4. Texas Society of ProfessiQnal La�ad Surveyars {TSPS), Manual of Fractice for Land Surveying in the State of Texas, Gategory 5 1.4 AllMINISTRATIVE REQUIREMENTS A. The Contractor's aelection of a surveyor must comply with Texas Government Code 2254 (qualit5cations based selection) far this project. 1.5 SUBMITTALS A. Submittals, if required, shall be in aceordance witl� Section Q 1 33 D0. B, All submittals s3aall be received and reviewed by the City prioi° ta delivery of work. 1.6 ACTION SUBMITTAL�IINFORMATIONAL SUBMITTALS A. Field Quality Control Submittals CITY OF TORT WORTH STANDARD CONSTRUCT]DN SPECIFICAT[ON DQCUM�NTS Normandale a�id Las Vegas Intarsection Improvements Revised Fehrua ry 14, 20I8 Pro,ject No, ] p 159 f o� �12a -a CONSTItUCT10N STAKING AND S[JRV�Y Page 3 of 8 1.7 1. Documentation verifying aceuracy of field engineeri�ig wark, incIuding coordinate conversions i� plans do not iudicate grid or ground coordinates. 2. Submit `°Cut-Sheets" canforming; to the standard tsmplate provided by the City {refer to Oj 71 23.16.01— Attachment A— Sur�ey Staking Standards). CLOSEOUT SUBMITTALS B. As-built Redline Drawing Submittal 1. Submit As-Suilt Survey Redline Drawi��gs documenting the locationslelevations of constructed impro�ements signed and sealed by Registered Pro£essional Land Surveyar (RPLS) responsible for the work {refer to O l 71 23.16.Q 1— Attachmeut A — Survey Staking Standards) . 2. Contractor shall submit the praposed as-built and completed redline drawing submittal one (1} week priar to scheduling the project iinal inspeciion for City revievv and comment. Revisions, �f necessary, shall be made to the as-built radline drawings and resubmitted to the City prior to scheduling the constructioi� fnal � inspection. LS MAINTENANCE MATERIAL SUB1ViITTALS [NOT USED} 1,9 QUALITY ASSURANCE A. Construction Staking i. Construction staking wiIl be performed by the Coniractar. 2. Caordination a. Contact City's Praject Aepresentative at least one week in advance notifying the City of when Construction Staking is scheduled. b. It is the Contractor's responsihility to coordinate staking such tl�at constructian aetivities are not delayed or negatively impacted. 3. General a. Contractor is responsible for pr�serving and maintaining stakes. If City surveyors are required tn re-stake for any reason, the Contractor will be respot�sible for costs to perform staking. If in the opiniou of the City, a suff'icient number of stakes or �narkiugs have been 1ast, destroyed disturhed or omitted that the contracted Wor�C cannot take place then the Contractor wil] be required to stake ar re-stake the deficient axeas. B. Co�istruction S�r�ey 1. Construction Survey will be performed by the Contractor. 2. Coordination a. Contractor to verify that horizontal and vertical control data established i�i tl�e design sur�ey and required for construction survey is a�ailable and in plaee. 3. General a. Construction su�rvey will be performed in order to construct the work shown on the Construction Drawings and specified in the Cantract Documents, b. For construction methoas otlier than open cut, the ConCractar shall perform construction survey and verify control data including, but not lirnited to, the fallowing: 1) Veriftcation that estab�isl�ed benchmarks and can�rol are accurate. CITY OF FORT WOR7'I-I STANDAAD COi�fS7'RUCTION SPECIFICATION DOCUMENTS Nonnandale and Las Vegas Intersectinn Improuements Revised February 14, 2018 Yraject No. ] 01591 017123-4 CDN5TI2UCT10N STAKING AI�ID SURVEY Page 4 of 8 2) Use of Benchmarlcs to furzsisl� and maintain all reference lin.es and grades for tunneling. 3) Use of line and grades to establish the location of the pipe. 4} Submit to the City copies of field notesused to estab2ish all lines and grades, if requested, and allow �3e City to check gl,iidance systein setup priar to beginning �ach tunneling drive. 5) Provide access for the City, if requested, to verify the guidance system and the line and grade of the cairier pipe, 6) The Confiractor reinai��s fully responsib]e for the accuracy of the work and correction of it, as �•equir�d, 7) Monitor line and grade cantinuo�sly during construction. 8) Record deviation with respect to design line and grade once at each pipe joint and submit daily records to fihe City. 9) If the installation dnes not meet the specified tolerances (as outlined in Sections 33 OS 23 aud/or 33 45 24), innznediately notify the City and carrect the installation in accordance with the Cantract Documents. � As-Built Sur�ey 1. Required As-Built �urvey will be performed by the Contractor. 2. Coordination a. Contractor is to coordinafe with City to confirm which features r�quire as- built stirveying. b. It is the Contractor's responsibility to coordinate tlSe as-built survey and required measureinents for items that are to be buried such that constructioii activities are not delayed or uegatively impacted, a For sewer m.ains and water mains 12" and under in diameter, it is acceptable ta physicaliy ineasure deptIi and mark the location during the progress of construction and take as-be�ilt survey after the facility has been buried. The Contractor is responsible for the quality control n�eded to ensure accuracy. GeneraI a. Tl�e Caniractor slaall pro�ide as-built survey including tl�e elevation and Iocatiion (and provide written documentation to the City) of construction features during the progress of the construction including the follawing: ]} Water Lines a) Top of pipe elevations a»d coordinates for waterlines at the following ]ocafioals: ( t) Miniinum every 2541inear feet, including (2j Horizontal aiid vertical points of infiection, curvatz�re, ete. (3) Fire line tee (4} Plugs, siub-outs, dcad�end lines {5) Casiug pipe (each end} a�id a�l buried fittings 2) Sanifary Sewer a) Top of pipe elevations and coordiiiates for force maiZ�s and sipl�on sanitary sawer lines (non-gravity facilities) at the following �ocatious; (1} Minimum every 25Q Iineat- feet and any buried fittings {2) Horizontal and vertical points of inflection, curvature, etc. 3) Stormwater — Not Applicable C1TY dF FQRT WORTH STANDARI7 CQNSTRCiCT[ON SPECIFICATION OOCUMEN'I'S Norrnandale and Las Vegas Intersection Impru�ements Revised Febeuary I4, 2018 ProjectNo. 1p1591 ai�iz3-s CONSTRUCTION STAKING AND SURV�Y P�ge 5 nf 8 6. The Contractor shall pro�ide as-bui�t survey including the elevation anci Iocation (anci �rovide written documentation to the City) of construction features after the co�struction is completed in�luding the follavving: 1) Manholes a) Rim and flowline ele�ations and coordiiiates far each manhole 2) Water Lines a) Cathodic protectian test stations b) Sampling statians c) Meter boxeslvaults (A�1 sizes) d) Fire hydrants e) Valves {gate, butterfly, etc.) � Air Release val�es (Manhole rijn and �ent pipe) g} Blow off �alves (Manliole rim and �alve lid) h) Pressure platie valves i) Underground V auIts (1} Rim anci flo�t.vline elevatinns and coordinates for each �lnderground Vau1t. (1) Rirn and flowline elevations and coordinat�s for each b) Manholes and .Tunction Structuxes (1) Rirr� and flowline ele�ations and caordinates for eacl� ananhole and j�nction structure. 4} Stormwater — Not Applicabl� 3) Saniiary Sewer a} Cleanouts i.10 DELIVERY, STORAGE, AND IIANDLING [NOT i�SED] 1.11 FIELD [SITE] CONDITIONS [NOT IISED] 1.1� WARRANTY PART 2 - PRODUCTS A. A construction sur�ey �ill produce, hut will not be L'united to: 2 � Recovery of relevant control points, points of curvature and points of intersectian. Establish te�nporary horizontal and vertical control elevations (benchrnarks) suffciently permaiient and located 'ui a manner to be used tl�roughQut constructian. The location of planned faeilities, easements and improvements. a. Establishing �inal line and grade stakes for piers, floars, grade bea�s, parking areas, utilities, streets, highways, tunnels, and other construction. b, A record ofrevisions or carrectioiis noted in an ord�rly manner%r refereilce. c. A drawing, when required by the client, indicating tlie liorizontal and verticaI lflcation of facilities, easements arjd improvemeuts, as built. Cut sheets s�iall be provided to the City inspector anci Survey Superintendent far all construction staking proaects. These out sheefs shall bs on the standard city template whicl� can be obfained fro�n tlye Survey Superintendent {817-392-7925). 5. Digital survey files in the following formats shall be acceptahle: a. AutoCAD (.dwg) b. ESRl Shapefile {.shp} CITY OF FORT WORTH STAN�ARD CONSTRUCTIOt�! SP�CIFICATION DOCUMENTS Nnrma�idala end Las Vegas [ntersect�on Imprnr+aments Revised February 14, 2018 ProjectNo. i01591 017123-5 CpI�3TRUCTIQN STAKING AND SUIZVEY Page 6 of 8 c. CSV file (,cs�), formatted wit� X ftnd Y coordii7ate , in .,e�ar�te column� (us� �#anda�•ci t�tnplates, if availab[e) Sur�ey fiies sha]1 inclwde �ertical and horizontal data tied to origina] project cantrol and benchmarks, and shall include feature descriptions PART 3 - EXECUTION 31 INSTALLERS A. Tolerances: The stake� Iocation of any improvement or facility should be as aceurate as practieal and necessary. The degree of precision required is dependent on many iactors all of whicli must remain jUdgtnental. The tolerance� listed hereafter are based nn generaliti�s and, under certain circumstances, shall yie�d to specific requirements. The surveyor shall assess any situatioi� by re�iew of the overall plans and tlirough consultation with responsible parties as to the need fnr specific tolerances. a. Eaethwork; Grades for ear�wnrk or rough curt shoLlld nat exceed 0.1 ft, vertical tolerance. Horizontal alignment for eartlswork and rough cut should not exceed I .0 ft. tolerance. b. Horizontal alignment on a structure shall be w�i�l�in .O.lft toIerance. c. Paving or concrete for streets, cui•bs, gutters, parking areas, drives, alleys and walkways shail6e located within the conf nes of the site baundaries and, occasi�naliy, along a bouandary or any othe�• restrictive line. Away from airy rest.riciive line, tl�ese facilities should be staked with an accui•acy producing no more than O.OSft. tolerance from their specified locatians. d. Underground and overhead utilit�es, sLich as sewers, gas, water, telephone and electrie lines, sliall be located horizontally within their prescribed areas at' easejnents. V1�ithin assigned areas, these utilities should be staked with an accuracy producing no more than Q.1 ft to2erance from a specified locatio��. e. The accuracy required fQr tlie vertical locatio�a af utilities varies widely. Many underground utilities require only a minimutn cover and a tolerance of 0. i ft. should be maintaizied, Undergrau�id and overhead utilities on planned profile, but not depending on gravity flow for pe�-formance, should not exceed 0.1 ft. tolerance. B. S�r�eying in.struinents shalI be lcept in close adjustment acearding to maziuiacti�rer's spacificafions or in coinpliauce to standards. Tlie City reserves tlic right to rec�uest a calihratian report at any time and recommends regular maintenance schedule be performed by a certiiied tecl�niciaiY e�ery b mozlths. 1. FieId measurements of angles and distances shall be done in such fashion as to satisfy the clasures and tolerances express�d in Part 3,1.A. 2. VerticaI locations sl�all ba established from a pre-established bencl�mark anc! cl�eeked by clos�ng fo a different bet�ch mark on the same datu�n. 3. Canstruction survey field work shail eorrespond ta the client's plat�s. Irregularities or conflicts found shall be reported prornptly to the City. 4. Re�isions, corrections and other pertinent data shall be logged for fi�ture reference. CITY O�' FORT WORTH STANDAR.� COIVSTRUCTIpA] SP�CIFICATTON bOCUi�f�NTS Nonnandale and Las Vegas Intersaction Improvements Revised Tebruary 14, 2418 Project No. 101591 O17123-7 COI�iSTRUCTIOt�3 STAiCING AI�iD 5LIRVEY Page 7 of 8 3,2 EKAMINATION [NOT i1SED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION 3.5 REPAIR / RESTORATION A. If the Contractor's work damages or destroys one ar more of tlie contro� monuments/points se� by the City, the monuinents shalj be adequately referenced for expedient restoratian. 1. Notify Gity if any control data needs io be restored or replaced due to damage caused during construction operations. a. Contractor shaSl perfotm replacements andlor restorations. b. The City may require at any time a survey "Fie1d Checic" of any manument or benchrnarks that are set be verifieci by the CiTy surveyors befor� further associated work can mo�e forward. 3.6 RE-INSTALLATION [NOT USED] 3.'� FIELD [oe] SITE QUALITY CONTROL A. It is the Contractor's responsibility to maintain all stakes and control data placed by the City in accordance with this Specification. This includes easements and right of way, if nated on the plans. B. Do not change or relocate stalces or control data without approval fram the City. 3.8 SYSTEM STARTUP A. Survey Checks 1. The. City reserves the riglrt to perform a Survey Check at any Yinne deemed necessary. 2. Checks by City persomiel or 3rd party contract�d surveyor are not intended to relie�e the contractor of his/her responsibility for accuracy. 3.9 ADJU�TING [NOT USED] 3.10 CLEANiNG [NOT IISED] 3.11 CLOSEOUT ACTIVITIES [NOT USEDj 3.1� PROTECTION [NOT USED] 313 MAINTENANCE [NOT USED] 314 ATTACHMENTS [NOT USED] END OF SECTION Re�vision Log c�TY or FORT wo�Tx STAIVDAR� CONSTRUCTION SPECIFICAT70N DOCUMENTS Alarmandale and l.as Vegas Intersection Improvements Revised I+ebruary 14, 2018 Project Na. ]0159] 01 71 23 - S CONSTRUCTION 5TAKING AND SURVEY Page 8 of 8 DA'TE NAME SUMMARY OF CHA.NGE 8/31/2012 D.Johnson Added instractian and modified measurement & payment under 1,2; addcd 8/31/2017 M. Qwen definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal requirements; modified 1.9 Quality Assurance; added PART 2— PRODUCTS ; Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.$ 5ystem StarLup. Removed "blue text"; revised measurement and payment sections for Construction Staking and As-Bui]t Survey; added reference to selection compliance with TGC 21141201$ M Owen 2254; revised actian and Closeout submittal requiremenYs; added acceptable depth measurement criieria; revisecE list of items requiring as-built s�rvey "daring" and "after" construction; arrd revised acceptable digital survey file fnrmat CITY aF FORT WORTI� STANDARp CONSTRiTCTION SPECIPICATION DQCUIVIENTS Normandale and Las Vegas [ntersection ]mpraveinents Revised Febr�ary 14,2U18 Pra�ect No. ]01591 i I I � S��i�n 017� 23.0� � ��ch�ner�t A S�r��y S��kin� S��d��ds February 2017 Q;\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery�Cap Deli�ery Di� Ol\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 1 of 22 I•lormandale and Las Vegas inlersection Hn�covetnents Praject No. 1 p 1591 These procedures are intended ta provicle a standarc! rnethod for construction staking services associated with the City af Fort Worth projects. These are nat to be considered all inclusi�e, but only as a general guideline. �or projeets an YX�D7 right-of-way or through joint iXDOT partieipption, adherence tn the TXDO� Survey Manual shaN be fo!lowed rrnd rf a dfscrepancy arrses, the iXDOT manualshallprevarl. i=1fit{]"ii0111ifl,iiic"'!,d�: tyjOt.�uL.'�x�.iOt!I�c�l+l 3�5 t; �1��} If you have a unique circumstance, please cansult with the project manager, inspettar, or sur�ey departmen� at 817-392-7925. iabie of Con�enis I. City of �ort Worth Contact Information !I. Canstructian Calors III. Standard 5taking Supplies IV, Sur�ey Equi�ment, Control, and Datum Standards V. WaterStalcing Vl. Sanitary Sewer Staking VII. Storm S�taking VIII. Curb and Gutter Stafcing IX. Cut Sheets X. As-built Sur�ey U:�Specs-Stds Governance Process�Temporary Spec �iles�Capital Deii�ery�Cap Delivery Di� 0�.�0171 23.16.01_Attachment A_Su r�ey Staking Standards.cfotx Page 2 of 22 Nnrmandale and Las Vegas Intersection Improveutettts ProjectNo. ]01591 L� � � �ur�ey �epar�ment Contacic In�ormation Physica! and mailing address: 8851 Camp Bawie West Baule�ard Suite 300 Fort Worth, Texas 76116 Office: (8�ij 392-7925 Sur�ey Superintendent, direct line: (817) 392-8971 �BnStCLiC�lAl1 �O�OI'S The following colors shall be used fnr staking or identifying feature5 in the field. This includes flagging, paint of laths/stakes, paint of hubs, and any identificatian such as pin flags if necessary. Uiility PROPOSED EXCAVA710N ALL ELECTRIC AND CONDUI7S POTABLE WATER GAS OR OIL TELEPHONE/FIBER OPTIC SURVEY CONTROL POINTS, BENCFiMARKS, PROPERTY CORNEfiS, R1GHT-OF-WAYS, AND ALL PAVING INCLUDING CURB, SiDEWALK, BUILbING CORNER5 5AN17ARY SEWER IRRIGATI('JN AND RECLAIME[} WATER Siandard Staking Supplies Colar WHITE ,, YELLON! ORAN�E C�lNI( Item Minimum size Lath/Stake 36" tall Wooden F�ub {2"x2" min. sq�are preferred) 6° tall Pin �lags (2.5" x 3.5" preferred� 21" long Guard Stakes Not required PK or Mag nails 1" long Iron Rods (1/2" or greater diameter} 18" long Sur�ey Marking Paint Water-based Flagging 1" wid� Marking 11Vhiskers (feath�rsj 6° I�ng Tacks (for marking hubsy 3/4" long O:�Specs-Stds Governanc� Protess\Tem}�orary Spec Files�Capital �elivery�Cap Deli�ery Div 01�0171 23.16.D1_Attachment A_Survey 5taking Standards.doex Page 3 of 22 Normandale and Las Vegas Entersection Improve�a�ents P�oa��cNQ. jais9i IV. Surr�e � ui r�nent �on�rol and �atur� ��ar�dards A. City Benchmarks All city benchmarks can be found here: h�t�.�or{�Ar��::httr� •�v `ii,u�:rti�n� u�>i Look for `Zaning Maps'. Under'Layers' , expand `Basemap [.ayers', and check on 'Benchmarks', 8. Canventional or Rabotic Yotal Station Equipment I. A minimum of a�0 arc-secand instrument is required. II. A copy of the latest calibration report may be requested by the City at any time, It is recnmmended that an instrument be caiibrated 6y certified technician at least 1 occurrence e�ery 6 months. C. Network/V.R.S. and statit GPS Equipment I. It is critical that the surveyor verify the correct horizontal and �ertical datum prior commencing work. A site calibration may be required a�d shall consist of at least 4 control points spaced evenly apart and in varying quadrant5, Additional field checks of the horizontal and vertica! aeeuracies shall be completed and the City may ask for a copy af the calibration report at any time. Network GPS such as the Western Data Systems or SmartNet systems may be used for staking of prop�rty/R.O.W, forced-main water lines, and rougf�-grade only. R!o GPS stakir� for concrete sanita sewer storm drain final rade or an t�in that needs vertical radin with a tolerance of 0.25' or [ess is aflowed. U. Control Points Set I. All cantroE points set shall be accompanied by a lath with the apprapriate Northing, Easting, and Ele�ation �if applicable) ofthe point set. Control points can �� set rebar, `X' in concrete, or any other appropriate item with a stable base and of a serni-permanent nature. A rebar cap is aptiona�, but preferred if the cap is marked `cantral pair�t' or similar wording. II. batasheets are required for all controf points set. Datasheet should include: A. Horizontal and Vertical Datum used, Exarriple: N.A.D.83, North Central Zone 420Z, NAVD 88 Ele�ations B. Grid or ground distance. -- If graund, pravide scale factor used and base point coardinate, Example: C.S.F.=0.999125, Base point=Narth: 0, East=O C. Geoid model u5ed, Example: GEOIDI2A O:�Specs-Stds Governance Process�Temporary Spec Files�Capital Deli�ery�Cap �elivery Div a1�0171 23.16.07.�Attachment A_Survey Staking Standards.docx Pdge 4 of 22 Narmandale and Las Vegas Intersection Irnprovements Project No. l O 1591 E. Preferred �rid Datum Although many plan sets can be in surfiace coordinates, the City's preferred grid datum is listed beVow. Careful consideration must be taken to verify what datum each project is in prior to beginning work. It is essential the s�rveyor be familiar with caordinaie transformations and how a grid/surface/assumed coordinate sy5tem afifect a project. Proiected Coordinate System: NAD_19�3_StatePlane �exas_North_Central_FIPS_42�2_Feet Projection: LamberC�Conformal_Conic False_Easting: 196$5QOAOOOOODO False_No�thing: 6561666.666G6667 Central Meri�iar�: -98.5000�000 5tandard Parallel 1: 32.13333333 Standard Parallel 2: 33.96666567 Latitude_Of_Origi n: 31.66666567 Linear Unit: Foot US Gengraphic Coordinate System: GCS_North_American_1983 Datum: D North American 1983 Prime Meridian: Greenwich Angular L}nit: Degree �Jote: Regardless ofi what datum eam particular praject is tt�, Ci2li�erablc5 �G ine City nust be converte�/translated into this preferred grid datum. 1 capy of the deliverable •hould be in the praject datum (whatever it may be) and � copy shouid b� ir► t�e NAD83, TX Nor�h Centra�l 4ZU7 zon� 5ep Pre erred File Namrna Cnn__ventlon belaw F. Preferred Deliuerahle Format txt .csr� .dwg .job G. Preferred Data Format P,N,E,Z,D,N Point Number, Northing, Easting, Ele�ation, �escription, Notes (if applicablej H. Preferred File IVaming Con�entinn This is the preferred format: City Project Number_Descri�tion_batum.csv Exam !e for a ro'ect ti�at has surfac� coordinates which must be translated: File 1: C1234 As-built of Water on Main 5treet_Grid NAD83 TXSP 4202.csv 0:�5pecs-Stds Governance Process�Temporary 5pec Files\Capital Delivery�Cap Deli�ery �iv p1\0171 23.16.41_AttachmEnt A_5ur�ey Staking 5tandards.docx Page 5 of 22 Normandale aud Las Vegas Intersectio.n Improvements Project No. I O1541 File 2: C1234_As-built of Water on Main Street_Project Specific Datum.cs� �xarnple �o��rol Stakes O:�Specs-5tds Governance Process�Temporary Spet Files�Capital Delivery�Cap Delivery Div 01�01 71 23.16.01_Attachment A_Sur�ey Staking Standards.docx Page 6 of 22 Hq�andale and Las Vegas Intersection lntprovements ProjectNo. ]01591 a � � � � � � �y m � � J [/7 � ? W � � -- CO � � j Q � �a�� : �` � �- L�� l � � � � � � � EL. = 10D. C7�' � . m � � � � � � � � � _ , � � _� � w 2 � � _� � � w � ,� J C3 � CL3 CaC � Q D � _ �1 � �P �� , �v=��aa.o� �=�aoo.o� � ._.� f� �� _� �� — _� �, w _ � �, � �. w m � w� � � �, � -��- � i V. l�a�er S�akin� S�andards O:�5pecs-Stds Governance Process\7emporary 5pec Files\Capital Delivery�Cap Delivery Div D1\01 71 23.16.01_Attachment A,�Sur�ey Staking Stanciards.docx P2ge 7 of 22 Nnnnandale a�rd I.as Vegas [ntersection Improvemeuts Praject No. 101591 A. Centerline Staking— Straight Line Tangents I. Offset lath/stakes e�ery 2Q0' on e�en stations II. Painted blue lath/stake anly, no hub is required fIL Grade is ta top of pipe (T/P) for 12" diameter pipes or sma�ler IV. Grade ta flow line (F/LJ for 16" and larger diameter pipes V. Grade should be 3.5Q' below the propased top of curb line for 10" and smafler diameter pipes VI, Grade should be 4.00' below the proposed top of curb line for 12" and larger diameter pipes VII. Cut Sheets are required on all staking and a copy can be received fram the survey superintendent Optional: Actual stakes shal! consist of a bQD narl or hub set with a whisker B. Centerfine Staking - Gurves I. If arc ler�gth is greater than 100', POC (Point of Curvature} offset stakes should be set at a 25' interval II. 5ame grading guidelines as abo�e III. Staking of radius points ofgreater than 7.00' may be omitted C. Water iVlete� Boxes I. 7.0' perpendicuiar offset is preferred to the center o�F the bax I I. Center af the meter should be 3.0' behind the propased face of curb III. Meter should be staked a minimum of 4.5' away from the edge of a driveway IV, Grade is to top of box and should be �+0.05' higher than the proposed top af curb unless shown otherwise on the pfans D. Fire F�ydrants I. Genter af Hydrant should be 3.0' behind proposed face of curb II. Survey offset stake should b� 7.0' from the ce�ter and perpendicular to the curb line or wa#er main I11. �rade of hydrants should be +0.30 higher than the adjacent top of curb E. Water Val�es & Vaults !. Offsets should be perpendicular to the proposed water main ll. RIM grades shauld anly be provided if on plans ��am le �later ��akes D:�Specs-Stds Gavernance Process\Temporary Spec Files�Capital beli�ery�Ca� De.livery Di� 01�01 71 23.16.D1_Attachment A_5urvey 5taking Standards.docx Page 8 of z2 Norn�andale and Las Vegas Intersection Impro�ements C'rajact No. ] 01591 $� �f �� x� � �� . - � � •� i � � � :� � � � — i �1�.'� ~ I � � I �� /S r� w/� �C sra=2�r�o"�I �. c-3,sz ,� -� �. � w �L� a � . ,r + � � t� 4��, �1 ��:�i � 1 � � �` -� �' _ �' � � � �C 7� �f5 �. W%L � j��jl �7R=1+72_&1�� e-3.81 i,T� � vi� JL � W � � � Q � � � � k � �� 1477 Fl..� 101.1g` ` �, � - k � � � �. �- � �-� � - , ' �� 5 � - � J v, I � � � � ; `� O _ ,—, � � � � r � I � J � � � � J � � l �i l ��,j F F � � k � � ..� � F `� �1 �` , _ i — �,S !- -'� �: � � � - - - - �, � �•�'� �� p�� u: W/L�� 5TA=4+00 Il � c—a.�s, �- � .- i � —�� + � � ❑ � rI I ,_A J � � � � � I I� �m:� W � � � ~� � � ,U��t.� ic1a.0� � — ^ F � � m W 4 � � ��S` o F aW� ..: ' u� � m � � VI. 5anitar Sewer Stakin O:\5pecs-5tds Governance Process�Temporary 5pec Files�Capital Deliv�ry�Cap Deli��ry Div 01\0171 23.16.01 Attachment A_5ur�ey Staking 5tandaeds.docx PegB 9 Df 22 Normandale and L�s Vegas [ntersection Improvements Projeet Aio. I 01591 A. Centerfine Staking — 5traight Line Tangents I. In�erts sf�all be field verified and compared against the plans before staking II. Painted green lath/stake WITH hub and tack ar marker dot, no flagging required III. 1 offset stake between manholes if manholes are 400' or less apart IV. �ffset stakes should be located at even distances and perpendicular to the centerline V. Grades will be per plan and the date of the plans used should be noted VI, If multiple lines are at ane manhole, each line shall have a cut/fill and directinn noted VII. Siakes at eve.ry gracEe break VIII. Cut sheets are required on all staking Optional: Ac�ual stakes shal! consist of a 50D nai! or hub set with a whisker 8. CenterlineStaking—Curves f. ff arc length is greater than 1Q0', POC (Point of Curvature} offset stakes should be set at a 25' interval II. Staking of radius points ofgreaterthan 100' may be omitted C. 5anitary Sewer FVlanholes I. 2 offset stakes per manhole for the purpose of pro�iding alignment to the contractor II, Flawline grade should be on the lath/stake for each flowline and direction nated III. RIM grade should ar�ly be on the stake when provided in the plans O:�Specs-Stds GoverRance Process�i�mporary Spec Files�Capital Delivery�Cap Delivery Di� 01�0171 23.16.D1_Attachment A 5urvey 5taking 5tandards.docx Page 10 of 22 Normandale and Las Vegas Tntersection Improvements Projeot No. I01591 �x�rr� I� �anifar Sewer Stakes �� . �� ,� _ -� �� - �,�� .� s � �� \ y .. +� �� i � (�t 74v' � � � � . �� 7' �%� �� I�� sTa��+�°n��.v, c-a� II �� c-A°all � c-tl°1 �_� 1f �� w i '� � t�� . F�� 1- � c� '� � � �dr � � '. �d� � � � � '° � ' � y z�, Q�g � gg � ` �rn-3�� v, c-a� �� c-��,I � � a� � � � E � � � � � � , ��X � � � � � c� � � �� l � � ;,a� '�:�� `_ � � �. a(� � 7' t5/s �k Ss I� �7aa�+as�° lL� ��°i � ` � �� a � . � � � 6 � �j � � � � � J � w�l { � �� xy �� .� ��` r �. � f� I N Q � �W �� .� � 3 �"Y r� � 4y // N y� a f�.id W � � �+ � 1 �! � _ � � � � �� ` i �I •�i �* ~ � F � � � � � . . � i '1/�/ a vx� � � . �1 1 ' ' � / 3 �� 7' lOjt � SS��C sr.�a+�o>�,~".� c-g� ��r a-s�� F+v u�� :�� J� � � � '� i a�� 'f � � �� -* � x z � � ~� � � � �� Jl��l STA�D+U5�.3� �x C-S� ll�vr �B�-Il � C-�� y'`'�� L � �� a Zo � 4 � �� m �� z� �� . � � 0. 7 6 � �' 0:�5pecs-Stcis Governance Process�Temporary Spec Files\Capital Delivery�Cap Deli�ery pi� 01�0171 23.16.01_Attachment A_5ur+rey Staking 5tandards.docx Page 11 of 22 Nonnandafe and L�s Vegas.Intersectian hnprnvements Praject No. 101591 lill. Storr� Sewer � Inle� S�akir� A. Centerfine Staking — Straight Line Tangents I. � offset stake e�ery 200' ar� even statians �L Grades are to flowline of pip� unless otherwise shown on pfans III. Stakes at every grade break IV. Cut sheets are required on all staking Optional: Actua! stakes shall consrst of a 6�D nail ar hub set wlth a whisker B. Centerline 5taking— Curves 1. If arc fength is greater than 100', POC (Point of Curvature) affset stak�s shoufd be se't at a 25' interval IE, Staking of ra�ius points of greater than 100' mey be omitted C. Storm Drain Inlets I. 5taking distances shoufd be measured from end of wing II. 5fandard 1p' lnlet = 16.00' total length III. Recessed 10' Inlet = 20.Q0' total length IV. Standard doubie 10' inlet = 26.67' total length V. Recessed dauble 10' inlet = 3Q.67' total length b. Storm Drain Manholes I. 2 affset stakes per rnanhole for the purpase of pro�iding alignrnent to the contractor II. Flowline grade should be on the lath/stake for each flowline and direction not�d III. RfM grade shauld only be on the stake when pravided in the plans O:�Spe.cs-Stds Governance Process�Temporary Spec Files�Capital Deli�ery�Cap Delivery DiW 01\4171 23.16.01_Attachment A_Survey Staking 5tandards.docx Pag� 1i of 22 Normantlala and Las Vegas lntersection lmprovements Project Na. 10159 [ �xarr�pfe S�orr� Inlet Stakes F R C� 1� T �s«� Facir�c �� B f'Sl� R (90E FJKiftIG R.¢W.� ` ' � i�� e<... T; f m i � �1 � � D !'? m n � � m 1 � rL � � F'�� p II + � T�C � � O �k� . ' Ly � # � �� ti 'Ff�11Fi:_ • � d 4F TNL , aEING ST�JCf{, �.•LFT BfhTION CI - �1EI1 ON PLpkSj �FES GRAi�E ..-' '7F � �RS } i�. _�� _ LY ril.rf k {�RE FAflNG R.QW,} � MUB E13EVAh�-�- � lk� � i� � � T ��iaE F�,�in�� .) I 4 I� � D�} f*1 � z �� Z � f'1 , � �� 1F Tnr ��'-� -- - � � + � � T}C �- O � � CJ I � � DISTkkCE9 FC1R INLETS — `- STAMqkRQ 16' a 16' REf£SSEU i0" o � S7ANd?RO a4419LE l0' � 25.5'Y -- — RECE55Ep ddJBlf 10' � :A_67i ,^ ^ -- — -- ,,,- — — � f — ------ � �y^ I � � eka� � ira�r �I I '.t•1�. ;y:.: _� 'ii� ' .a �` F l �� I ,� , ' al � I - �kit�o� - `• o ti e. p I o � RIFA ' I ri raA .f � BACK CF �.7i� — — — F1,CYALINE — — --ELGE lF PAVFh1ENT ...{ •, :-k � _ Fht� OF" INLET L EDGE OF PAVE}.1E7JT _ ;:I : _ FPrCE �F 1�IlET � En� �F `r. BkCK OF GUR� — — FLL�4iLNE — — — EO�iE Cf FkbEAiENT ~ O:�Specs-Stds Governance Pracess�Temporary Spec Files�Capital Delivery\Cap Deli�ery D9v 41�0171 z3.16.01_Attachment A_Survey Staking Standards.docx PBge 13 of 22 Nonnandale and Las Vegas lntersectian lmpravements PrajecE No. 101591 1/111. �urb and �uff�r Stakin A. Centerline Staking— 5traight Line Tangents V. 1 off5et stake every 50' on even statians Vl. Grades are to top of curb unless otherwise shawn on plans VII. Stakes at every grade break VIII, Cut sheets are required on all staking �ptronal: Actual stakes shaJ! consist of a 60D nail ar hub set wrth p whrsker B. CenterlineStakEng—Curves III. ff arc len.gth is greater than 100', POC (Point of Cur�ature� offset stakes should be set at a 25' interval IV. Staking of radius points ofgreaferthan 100' may be omitted 4:�5pecs-Stds Go�ernance Pracess�Temporary Sp�c Files�Capital Delivery�Cap DeGvery Di� 01�0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 14 of 22 Narmandale and Las Vegas Intersectian Imprvvements Project Alo. 101591 ��arv� le Curb 8� Gu��er Stakes LJ 7�t �r f 7 (sioE �'kciw� R.o.w.} :-,� - . � � �� HUA F1E`r" ' p �i FR C� l� T (s��E F;�cir�c �) FR � C�1 T (51�E FACING �� 0 � � ai �% - F'� FRONT (SD�. FkCINC ¢j Ff\4J1'V I d r ' (SIDE FACING �) N � �. � ' a P �� o � � � o 'rje `� I � �f ; TfG I � ¢ � �' � � � � � �i � iii i � , � iii i � - - � ifi i r�c _ --•� E l � � a�w�" �a�rs" I _ — �" � � . � � — i��}�. � . _ r i� i � i ,��.�. � r i f i ��.� r � � t -� - >� -. r r � � ��v � f � f .� '�,�� _ ,, f� �,� j� � .�' � f � �`�r� f �r `, Jr �f '' �' ` ,, � �y_� `�F �' � T�P �F GURB �-.�� - _�-�"y` �Y �rl. `�f - — +x y }"=�T"' • , �'� �- � - dr I �� .�� - � l � y. � -` Y � '' ~ + �y �, '. �� w _ { .- � f � LA�K OF i URC � f"' � {� - �--�"' —��.�__ � � -� � l Y _�� . 1 �. . Y �� r � � — �,. �� E o� cu�e � ----��— �� '�' �� (]� FL�V�L4 NE ECl�E �3F P,�V�fviEhlT Exam le Curb � Gu��er ��ak�s at ln�erse�tion O:\Specs-5tds Governance Process\Temporary 5pec Files�Capital Deli�ery�Cap aelivery Div D1�0173. 23.1b.01 Attachment A_5urvey Staking 5tandards.dotx Page 15 of 22 Tiormandale and Las Vegas Intersection lmprovements Froject No. lU 1591 4� ' ry � F— � , 'f_ � � � � _ � � � 1 CS' Q/S � m ^ �TA�2�Y50 II '�r' F+p � �/"\/ w Il LL � d i � r� � p _ _ ' �, � � � �;---- � r o-' — — _ � � 04--- � ; Y D � � r0 � m � yO ❑q m r �aG �d — ro �L � 7�v o-W ^ �r � �� P f ti��f 41�f � �� x ! t q �4 . � �.. TI ..... ., �,. ..... W -. I q i _ r W �} �� `. ~ ,� s� . ean� �a ��da ;� I I � . � �I I� d 8 � - \ : p's � u ��s � � #, �� ` '± . � � � . �f'� : �iJ � �. .; � � 3� � �ap i 1 �a� 3 S } 3 �j ---0 I .� � i' !� 0:�5pe:cs-Stds Governance Pracess�Temporary 5pec Files�Capital Deli�ery�Cap Deli�ery Di� 01�0171 23.15.01_Attachm�nt A_Survey Staking Standards.daGx Page 15 of 22 Norn�andale and Las Vegas Intersection ImprOvemeuts ProjectNa. ]0]591 !�. �u� Sheets A. Date af fie{d wark B. Staking Method (GPS, total station) C. Project Narne D. City Project Number (Exarnple: C01234) E. Location (Address, cross streets, GP5 coordinatej F. 5urvey company name G. Crew chief name �f. A b4anf templa#e c.�n b� ok�tained trom tn�. s�rv�y �;��rint=:�d�nt �=_-� i��r I ad�Yr) S�candard Cit� Cu� 5heet Date: City Prajec� Number: �foject Name: ❑ TOTAL Staking IViethod: ❑ GP5 STATION �OCATION: COPISUL7r4hlTICONTRACT'OR SURVEY CR�W INITIRLS ❑ OTHER n� � r_�enGc ne� �-n �i nvu� in�� nR �C]P []F CUR� 11NL�SS OYWERI�[IS� NOT�R. �� OFFSET PRDP. S7AKED PT # S7ATION .,�TI+RT DESCRIPTION �RADE ELEV. -��T + FILL Q:\Specs-Stds Governance Process�Temporary Spec Files�Capital [}elivery�Cap Delivery Div 01�0171 23.16.01_AYtachment A_Survey 5taking 5tanciards.docx Pdg2 17 of 22 Norniandaie and Las Vegas Lntarsection lmprovements Project No. i D 1591 �. As-built S�r�ev A. Definition and Purpose The purpose of an as-built sur�ey is to verify the asset was installed in the proper focation and grade. Furthermore, the informat�on gather�d will be used to supplement the City's GIS data and must be in �he proper format when submitted. Seesection IV. As-buiit survey should include �he follawing (additional items may be request�dj: Manholes %p of pipe elevai-ions every 250 feet Horizontal and vertrca! points of inflection, curvature, etc. (AI1 Fittrngs) Cathodre protectian test sratrons Samplir�g statrans Meter boxes/vaults (A!! sizesj Fire Iines Frre hydr�nts Gate valves (rim and i-op of nutJ Plugs, stu6-outs, dead-end lines Air' Release valves (Manhole rim and vent pipeJ 81ow off valves (Manhole rim and valve lidJ Pressure plane valves Cleaning wyes Cfean outs Casing pipe (each endJ lnverts of pipes Turbo Meters 0:�5pecs-5tds Go�ernance Process�Temporary Spec Files\Capital Delivery\Cap Delivery Di� Q1�0171 23.16.01�Attachment A_5ur�ey Staking 5tandards.dorac Page 18 of 22 Norma��dale and Las �7egas Intersection Improveinents ProjectNa. ]01591 B. Example Qefi�erable A hand written red line by the field surveyor is aeceptable in most cases. This should be a copy of the plans with the paint number noted by each asset. If the asset is missing, then the surveyor should write "NUT F�I�n�U" to notify the City. O:�Specs-5tds Governance Process\Temporary Spec Files�Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Sur�ey 5taking Star►dards.docx P�g2 19 of 22 Nonnandale and l.as Vegas Iiitersection ]mprovements Praject No. 141591 � - — - - - - �� M �� a� '� Q� s sEa �' �y � �� E �� g g � � ` a`p S a �1 �l�� e �� , w � � � � � � e � � - �F ��2�� r e C .�I� � > �� 4 � � � � �s�� a � - �, Q� ,�. --- � �:�t Y�s=��'��ria�►� . . . �- �]-;��•-=��'i� �— -� T-� , �x �F15f . � .. .�_5 r; �K �}'}-! I I I _ . . � P . +�rf-�+��1 �,` . ; ; . . �Y _..�,."— __'"� ' _Ij_ _ _' ,+-;� T I ' � � � ,� . i�l ��I . . . � � � i fi .-_: ' ,�� ' -'__ -_ R-. . ' ' I �� ' '�_-..��r�- 1. . �i :: .�:.y—._ S . . '� . ' 1 � s.. � _... _ � . , �y�, . ' ��r - �� _ . . . ...... i.. --.. �� * ' '.� ---'-' 4i----' � ' x . { ' ,�-F �y � -� ..� '� � �.� .. � . � � ' _ ' �w:. � � p+�� + i !f'�� 4 � . . _;f � "�� ' ' ' � g�f . .- M1 --- � !--� ' r � ��+. _ � - -' � �. ..=_:__ . : .. ---- �� ,��f ., := �-- - � .�.._� �,±_ _ : � .. � _ _ ;� :.�} �+j� , — " �w+:'��s.-.. ,� ��- I . ..r. @ I- R'i��L�;hMS .. :rT� � .. �} '-�' _.4 ��- ' � ` r� � I '��Y':r- � � ��-, ir'"�?' i �.'" '- ��r.. � .-s=-. Y�J'wLrrt��—� i�. � 1 i, .. ,jR.�i.. �� ii _ —�i e ��{'�.'1':�r��'y'—J��r� ;y� �y��''��{+7.�� I ''�l+� ' . ' .. �FlklM�'�F� rIf-' • — :� i " � � 1 i ._�.-- � _ . �'I �k „ �:`� . � ---, .. — , _ �y --� ---- - �' " - ' � O:�Sp�cs-Stds Governance Process�Temporary Spec Files�Capital Deli�ery�Cap Delivery Div 01�07. 71 Z3.16.01 Attachment A_5urvey 5taking 5tandards.docx Page 20 of 22 Normanda[e and Las Vegas ]ntersection lmprnvemeuts I'roject No. 10] 541 9 a r r r .- �rt��-nr.ci.rrar �,v � - �21YL fFfL6'4 LW l2irRfR f z �rd s� SiAd5TPf1 -1�WL fPffi'b LW REYIS7VE & SITYAGF EXlST. 6uE VFlVE L� REDLC�A awx�cr ro dasr.ewar� 1kST�!!la F/TSL'1f/0 SIF.EYE t�2�x a�nuc�t r�chr� v� H ,�t''3I/095B9I0 � Pp3G737'f/9? �77' !6 9+A Mafatl' RC. J �j�' �.�.• . Fvf Noth a � �. �� 2 ,.,�W� �.F��, �,�.�� RFJA7VE �1V5I: � ,�� cr.►r, � a� �'• r.�°'�e O � �Cy� �. ,� ��'��/� - �,�^�'�i/ � i �� t��i � �'i � ' �,,� r y�.�� .. �.�_�._�_,�. -�t�:. �' `� 11//�/Ii//Yf! 1r�la�lr:4',�i'�w►.R. i • �� -�:.:.�.�. �.�: � . ` � ,-- � _.� ��1! : � ��■ sra aaoan - rzx�. rFu3rn �xsr,+ce. r-r2�.swo se�vE 5T lP OiF fPle'ATER P!P£ CO'n'HECT T[l FJtl57'. !2' WAiER N�941115999 E�.i09B1".Y � A7l U�5 - 9'3tlL lNSTALla H IP X F AN]`KAR T�' , f B' BaTE VRfYE �tl / h FIRE K1Li�tWf ,f rrtF ern�wrur e�w � frPca� vHve N�6S9R0300289 � E•2�G2�Q�es TlTr ! � �� !l4lpmtw� Ad H.FW Wi'r.t �A.�r Nrye,.Vn fl �CAA �� .� �b �� F1EY. 7E7J0 / �w.ean d -RE4�7VE L SAWiY� � EXf57: CRE YNYE IIIT A �3 Cciy ppvl� Sht.fuiYaM M'ILwlR llf kk.• P6'u'Af97 � srti asrse - r2w s rxsr,r� m !-!P' S�YFHT. BEND /- N�1Q5.5�997 N E22�GSU7�^�13 �E c PRRAOSED SIW►TAR?' : 5EE SME� \ O:�Specs-Stcks Governance ProceSs\Temporary 5pec Files\Capital Delivery�Cap Delivery biv 01\017� 23.16.01 Attachment A_Survey Staking Standards.docx Page 21 p� 22 �d��nda{e and L.as Vegas Intsrsection Improvemenis Prol�ct No. 101591 �� ¢�� s� 4 �� S �. �� C�� $ �� 3 ' �a� �ka � '�� Y��tl � � � a 8�4. �i� y y� � � �� F� ��? �� qC LpE �� C �yE h ¢�e � � � � q , �a � � � g � �� g � , �g� � �� .y� ��, p@yL � �� 8`q y Yg q �.[B�� I �� tl R �'0. G : �. A. �� s� � �� m �� _.._R�» ,�., . . 'w1S N!7 N�1VW YI �N17 55'dOFld 05� � V' ___— �_ b�•L . i r ' i —�.�. _.._ �_ u� •��,� I r.I 1 k^ � � 3 5'� s I � 1 � � �� i �; � �� , �l �� i� �'�� i�_ �' � � � f� �` !� E t€�; � � �t� �� aa � __� �::, �� .� �� , �� !F3 I � �1 P..r O �3j a = f U s� � �': �" _ -, �� "� f �N — , � � ��, _, � 4�� — �:� — '�� ..� �'�i� — r:E ° f,,� ,� � �g , °ck� tl �}� � YP � � zA r �i�' Q\��_ �_%„�'�% �> -�. � � :� .�'� a..�`.F, � � L �� e je� e � :f�� Y ; �� y �° �'�� tlx �� tg�� • �€�� x �� Po � �w �li.i :,� 0 � aa' d � a��p��a o gga �� _��y �a �f z6 O ��xa P �~� �� aE � a � � ��:.�a a � � �� ..��_� � .. . r)'_P, ��,�. ,��Y�� , , I!�'�r ,"I— - . :.� A.r, -- -� , � I il! .._ 1 I+ I.. 'I`� I ��' ��—� i_ :.i i ; i;3�.. . r±'� �. �.. � � —. r� '; i�? �ii;: �� : ��-� � . f:tt� � :i:-.ii;;.C:�;j: . ., ;� 'r � u_i. 1� _:,+�w � _�,'' i�i;l ��, � I. � —.. i _...... it ^-�wrn -��:f-� � ��=��-�� ,�� . � � �,t�.:� �� I I- .��° _...�.i.' ' '.+ ' �. '�Ir'-�rri I�� llI I� �4 I : l� �� '� I i � I.�I {i'�' i I �+f jS .. �:I:� � �� , � �i_I' .��' � �� '�: ... �' ' ', �� r� � ��J�� ..I -�-:-'., i I 'I� �L.,.� „�'�" '� � I.' ...:I..��n_�_, . .I �i�r+ � . I .. I�..�i�Irti4F4.. I, y 1�f;� i�r7 �. I . ��--_-.� ' �71'fi'p Y ' I.��I��`�� ' ��'... �l'� ;;f��G!��?'' r.� �. i ; I ..� i��. �,;�� `; � � �, �i i- J �I �,......�� +�! � �' ,i i �� I,;;.--� � �il�llil��; ,:.. I:': ' ';� ti�.il_' -'� f'f : �i r�� . .''i�E��i-a�� I 'i�''JI_I_�' II �' ll'i�'.,' � ,-;I�,'I . �I' ' �� .j �-�� fi':"++. � � , � .� �� .. � � 'i i �-! �F� '�� "' �� :a�. .:�.��._� �..I. 8. .I �� ; � �� . ,� , ' i i..i ��j � :'I' _ :, ;,' � I �� ; � I �I, : :rl� - ' �� I�'I ' �„ '' � '' ., ii. , :, I +. _� � : . .._':.�;1j .� � � � . _ . .. ; -� . .., . �, � �� $ � ,i _ II. j ; �._. �_ � i:l IL�J_.' �..II I t I ��:��..�,� ,;�.i.�;.�I��-;-- ..�,;., ;:;,�:,,.�', ,{:" �'�,i .... ;,' ..I��'Ir..�l;l._;i. :� ��;�� , � , , � ��'� ,j ;;:� �'�� ;� �r �;�r� .� : .i. . � � � �. .I.�� .... �i� As�i: ��;. ��` '.i ,u��:"'" '��;' :�.��f�� ,I � , :��,Lr,' ,�� : ; :._��,1 ; �- . , . , :� ,: f. ,i i. �,+: , J� , i � ..r��-i� II�I �li��'�'I' r I� L--.:�. .i5 .I' � + � �.. ' 'I I.I �I ; ' I�I�'.I � �'. . ;� r � . .J� I i I � � '.��i . . ` , � '�. �, r�i fr`r'h � �'--�- � �r-. ' I" � . ' i � . � ..i_ � �� ii- : - —�'. , �I.� , , M1 .. .... � �.i��l.', 'i''"'.r ' �If'j� ' � I ''r•� �� I� . f��1�'� '� � . ' � �� i ....,�:i;;�h : �� . 'r�ii�' �-- . .. _.t _ ' — ��'� r� �i. .. ,'� . "��F�� '� �Ir� '` fy�I�i�,��i"1 ;1.. Y� .. 'i'� . .°�+� .. i . . � ' � ��—..� = ' .. . . .I - - -' � ' � '��' . . ,�;-,__. „. ..!�... �.I.�. .'� . : ' . .i, ��; �i ,;i!_�! �i� , :,��'��'.�� j t I .. —�i"�+r-r i .-n. �� .'' i ,'I' .1T---� � - T--.. . I 1' — � � � ��` �.I � y i e�. I -. '-. f'� � 7 � �_'� 1� J � �f p '�-1� % d; , �' ; �. � I �{j�' �� a � � s �� !Ct � w i; i � � �� f .� " � � J'• � ki � °�i � �� ° ' � � �,�.�� ! V � � � , ,�, m s . ,f� � � ,i � � I �� ' � �E�� I N.� �r �[1} I �rI �� i� �j^, � p }P Il� &d �� p ,., �i ,� atl�� ` �� / � ,aO�..�� .� �•t �. �� ¢`�4 )y�� I j1 � � 3i��d �, � I I l �3.16.01 Attachment A�Sur�ey Staking Standards.docx Page 22 of 2� Normanda[e and Las Vegas ]ntersection Improvements PrajectNo. ]01591 �01 �l 23.16.01_Attachment A_Survey 5taking Standards.docx page 23 of 23 �n�azldale and Las Vegas InYersection Improvements Projecl No. 101591 Ob�iously the .csv ar .txt file eannat be signed/sealed by a surveyor in the format requested. This is just an example and all this infor�nation shoufd be noted when delivered to the City so it is clear to what coordinate system the data is in. POINT N0. 1 2 3 4 5 6 7 8 9 ia il 12 13 14 15 16 17 A8 19 26 21 22 23 24 25 2b 27 28 29 30 31 32 33 34 35 3fi 37 38 39 40 41 42 43 44 45 46 N6RTHING b946257,184 5946260.893 6946307.3�J3 G9462 Z0.582 6946195.23 6J46190.52$ 6946136.Q12 6946002.267 6946003.056 5945984.677 6945R86.A73 fi945895.077 G945896.591 6945934.2B6 694593b.727 69A5835.678 6945817.488 6945759.77b 6945768.563 6945743318 fi945723.219 6945682.21 69q5b2I.902 &945649.407 6945571.059 6945539,496 fi445519.S3A 6945417.879 &945456..557 69A5387.35fi fi945370.688 6945383.53 6945321128 694 5 319 3 5 5 6945Z42.�89 69A5233.624 694520&,483 6945142.015 6945ll3.445 6945049.02 fi945041.Oz4 6945Q38.878 69450p6.397 6444944J82 6944943.432 59A486p.416 EASTiNG ELEV 229b079.165 2296062.141 2z96038.30b 2296011.025 229G�15.116 2296U22.7z1 2295942.115 2295919.133 2295933.aT8 2295880.52 Z295869.892 229586D.962 2295862.188 Z295841.925 2295$30.441 2255799.7D7 2295827.011 Zz45758.643 z295778.424 229576$.392 2295754394 2295744,22 2195fi69.a71 2295736.03 2Z956�5.195 2395fi67.803 2295619,q 9 2295580.27 2295643,145 �Z95597.1a1 2295606,793 2Z95610559 Z295551,105 2295539.728 2295570.715 zz55544.626 2295529.305 2295557.6&6 2295520.335 2295527.345 2295552.675 2295552.147 2295518.135 229552D.b35 2295556.479 2295534.397 DESCRIPTION 72fi.09 SSMH RIM 725.668 GV RIM 726.85 GV RIM 723.358 55MN RIM 722.123 GV RIM 722.325 FH 714.448 WM RIM 713.331 WM RIh4 713.552 C6 RIfN 731.66,2 SSMH flIM 710.046 WM RIM 707.72 WM RIM 708.205 V4'M RIM 709.467 WM RIfVI 730.QSA CO RIM 707,774 SSMH RIM 7Q8.392 SSMH RIM i11.218 SSMH HIM 710.OSb GV RIM 710.631 GV RiM 712.844 GV RlM 716,686 WN RIM 723.76 WA+I Rlivl 719.737 CO RIM 727,514 SSMH RIM 729.123 WM RiM 732.699 WM R!M 740.521 WM RIM 736.A51 CO RIM 740.75G GV R!M 740.976 GV RIM 74p.408 FH 746.3Q WA+I RIM 748.777 CO RIM 748.ASA WM RIM 749.59 SSMH ftIM 751.ff5$ WM RIM 750,853 WM RIM 751,871 WM ItIM 752.257 SSMN RIM 751.79 WM AIM 751.88 WPR RIM 752.515 WM RIM 752:8p1 WM HIM 752.156 WM R1M 752.�J86 SSMH RIM . _ . . 1 E`-,.. 1 _ � . �. � ��. �#-�fi � %�r4� `. ` ' _ , �( O:�Specs-Stds Governance Process�Temparary 5pec Files�Capital �elivery�Cap Delivery Di� fl1�0171 23.16.01_Attachment A_Sur�ey Staking Standards.ciocx Page 24 of 24 Narma�idale and Las Vegas Interseetion Imprar�ements Aroject No. 1 p1591 C. �ther preferred as-built deliverable Some �endors ha�e indicated that it is easier to deli�er this infarmation in a different format. Belaw is an example sprea�sheet that is also acceptable and can be obtained by reque�t from the surv�y superintendent. 0:�5pecs-5tds Go�ernance Prpcess\Temporary 5pec Files�Capital Delivery\Cap Delivery Qiv 01��171 23.i6.D1_Attachment A_Sur�ey Staking Standards.docx P2ge 25 of 25 Normandaic and Las Vegas [ntersection Improvemenrs Froject No. 161541 ,'. . Y, I y� ry � � W YI� .._. .p___. .___. ___ _.__. . ..._. �-- ._._." ._.._. _ . .._.. ..._.. ""__. � N � � � � � � � � � � �� g� � � � �s �? z � � � � � ,��V � �f' A c. `� i LL �, � � -� _ � � � a � m E 4 � ,dR � F � � � � N 'S� �' � � � Q � � � � � � 8i o � P s �2 �' $ � � � � � ' �„ � � � � T --'- "--'- -'— --- -- ---- __.. W- -- —.._ _ .— --' � " ` - -- �— -.. �� I I � � � �_ i�� ,' ^ � � � � a �a m �= � � � �� _ � � � � � - - - - � � F � � �.j _ � _ _ •�.� - ' E — � � » u. n q�yy� � � � i � � � fa G d & R :g , � ._� .� o � �� i� $� _�� . ��:,t 11 � . _--- _._. _.._ __ ------ --�--�- ----� ---- --- � > �lr w 8 s� d�.lr � Ilp I�!4� � r � �: o un �m� � = < _� ''� � . � b c � � µ � � Q � � �, "s � . :i � � � , 1 z � . ._ ,� s dl 4 � u = � �' � � � � � � � � , = �' � �i & � x �' � d � � � � � � � � i., y; � � � � � ' � � � � � � � � � � � � � 'R .� _ P. _ .., — ^ . � �.. y - � w : $ �y� �r I � � c � � � `�� ., - . •-� � _ in u . ._� _� �_ i � � y ry O:�Specs-5tds Go�ernance Process�7emporary Spec Files�Capital Delivery�Cap Deli�ery Div 01�01 71 23.16.01_Atta[hment A_Sur�ey Stalcing 5tandards.docx Page� 25 of 26 Normanda[e and Las Vegas ]ntersectian [mprovements ProjectTio, 10[591 01 74 23 - l CLEAi�IN G Page 1 of 4 sECTiorr oi �a �3 CLEANING PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Intermed'rate and final cleaning for Wark not iilcluding special cieaning of closed systems specifed elsewhere B. Deviations from this City af Fort Worth 5tandard Specification 1. None. C. Rela#ed Specification SectiQns include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Coiitract Forms and Conc�itians of the Contract 2. Divisioz� 1— General Rec{uirements 3. 5ection 32 92 13 — Hydro-Muiching, Seeding and 5odding 1.� PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 3. Work associated with this Item is considered subsidiary fiv the various Items hid. No separate payment will be allowed for this Itein. 1.3 REFERENCES [NOT USED] 1.4 ADIVIINISTRATIVE REQUrREMENTS A. Scheduling. 1. 5chedule cleaning operatians so that dust and other cantaminants disturbed by cleaning process will not fall on newly painted surfaces. 2. Schedul� iu�al clea�iii�g upon cornpletiou of Work and immediately prior to final inspection. 1.� SiTBMITTAL� [N�T C1SED] 1.6 ACTION SUBMiTTALSlINFORMATiONAL SUBMITTALS [NOT USED] 1.'� CLOSEOUT SUBIVIITTALS [NOT USED] 1.8 MATNTENANCE MATERYAL SUBIVIITTALS [NOT USED] 1.9 QUALITY A�SURANCE �NOT USED] 1.10 STORAGE, AND FIANDLING A. Storage and Handling lZequirements l. Store cleaning products at�d cleaning was#es in containers specifically designed fnr those materials. CITY OF FORT WqR"I'I-1 STt�lDARD CONSTRUCTiON SPECIFICATION T?OCUMCNTS Normandale and l,as Vegas Incersectint7 Impro�en�ents Revised July l, 2011 Project No. 101591 O1 74 23 - 2 CL�ANING Page 2 of4 1.11 FIELD [SITE] CONDITIONS [NaT USEDj 1.1� W�RI�ANTY [NOT USED] PART 2 - PRODUCTS �..1 OWNER-FURNISHED [ou] OWNER-SUPPLIEDPRODUCTS [NOT USED] �.� MATERIALS A. Cleaning Agents 1. Compatible wiYh surface being cleaned 2. New and uncontaminated 3. For manufactured surfaces a. Material recatnrnerYded by manufacturer 2.3 ACCESSORIES [NUT USED] Z.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.I INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT i1SED] 3.3 PREPARATION jNOT USED] 3.4 APPLICATIDN [NOT iTSED] 3.� REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION �NOT USED] 3.9 FIELD [oR] STTE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTiIP [NOT USED] 3.9 ADJUSTING [NOT iTSED] 3.10 CLEANIlVG A. Gexieral 1. FZ•event accu.rnulation af wastes that create hazardous coiaditio��s. 2. Conduct cleaning ai7d disposal operations to comply with laws and safet}r orders of governing authorities. 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in sta�Yn or sanitaiy drains or sewei•s. 4, Dispose of degradable debris at an approved solic3 waste disposal site. 5. Dispose of nondegradable debris at an approved solid waste disposal site or in au alternate manner approved by City and regulatary agencies. crTv or roxT wot�rx STANDARD C01�lSTRUCTI�N SPECIF[C1�TION bDCUMEN'C$ Noru�andale and Las Vegas Intersectiou Iinpro�eme�zts Revised July 1, 201 I k'roject I�Ia. 10] 591 p1 7423 -3 CLEtLN1NG Page 3 of 4 6. Hancile materials in a contralle� maiiner with as few handiings as possible. 7. Th4roughly clean, sweep, wash and polish all Work and eyuipment associated with t�is praject. 8. Remo�e a11 signs of temporary constructioi� and activities incidental to construction af required permane��t Work. 9. If project is not cleaned to the satisfactian of the City, the City reserves the right ta ha�ve the cleaning comp�eted at the expense of the Contractor. 3 0. Do not burn on-site, B. L�termediate Cleaniiig during Coiistruction 1. Kaep Work areas clean so as not to hit�der health, safety or convenience of perso. nnel in existing facilit�y o�eratians. 2. At maximum weekSy inter�vals, ciispose of waste ma#erials, debris and rubbish. 3. Confine construction debris daily in strategica�ly located container(�): a. Cover to prevent blowing by wind b. Store debris away fram consttuction or operational activities c, Haul from site at a minirnum of once per week 4. Vacuum clean interior areas when ready to receive finish painting. a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance. 5. Prior to storm events, thoraughly clean site of ajl loose or unsecured iiems, which may become au•borne or trans�aarted by flowing water during the starm. C. Interiar Final Cleaning Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, Iabels and other foreign materials from sight-ex�osed surfaces. 2. Wipe al1 lighting iixture re#lectors, lenses, iamps and trims cleau. 3. Wash and shine glazing and mirrors. 4. Polish glossy surfaces to a clear shine. S. Ventilating systems a. Clean permaiient �lters anti replace disposable filters if units �were operated during canstruction. b. Clean ducts, blowers and coils if units were operated without fi�ters during construction. 6. Replace all b.urned out lamps. 7. Broam clean process area floors. 8. Mop of�ice and eontroi roam floors. D. Exterior {Site or Right of Way) Final Cleaning 1. Rexno�e trash and debris coutainers froan site. a. Re-seed areas disturbed by location of trash and debris cantainers in accordance with Section 32 92 13. 2. Sweep roadv�ay to remo�e aIl rocks, pieces of asphalt, concrete or any nY7ier object that may hii�der or disrupt Ylte �ow of traffic along the roadway, 3. Clean a�ry interior areas ii3cluding, but not limited ta, vaults, iraanholes, structures, juzlctioa� boxes and inl.ets. GITY OI' FORT WORTH STAN1]ARD CONSTRUCIION SPECIPICr1TIi]N bOCUfVfEt�lTS Norntandele a��d Las Vegas [ntersection Imprvventents Revised luly 1,2,p11 ProjactNo. 10�591 O1 7� Z3 - 4 CL�ANIt�lG Page 4 of 4 4. If no longer required for maintenaiice of erosion facilities, and upon appro�al by City, remave erosion control from site. 5. Clean signs, lights, signals, etc. 3.11 CLOSEOUT ACTIVITTES [NOT USED] 3.12 PROTECTION [NOT USED] 3.�3 MAINTENANCE [NOT USED] 314 ATTACI3MENTS [NOT USED] END OF SECTION Revisian I,og DATE NAME SUMMARY OP CHANGE CI1'Y OF FORT WORTH STANDARD CONSTRUCTIOI�I SPECIFICATEON DOCUMENTS Narmandale and Las Vegas lntarsection Impraveinents Revisad July 1, 2011 Project No. 1fl1591 O17719-I CLOSEQUT ltEQUIREMEI�`CS Page 1 of 3 ] 2 SECTION O1 77 19 CLOSEOUT REQUIREMLNTS 3 PARTI- GENERAL 4 i . x SiJM1VIARY 5 A. Section Includes: 6 1. The procedure for closing aut a contract 7 B. Deviations �ratn this City of Fort Worth Standard Spec�fication 8 l . None. 9 C. Related Specification Sections inclucia, but are not necessarily limited to: 10 1. Division 0— Bidding Requirements, C�ntract Forms and Conditians of the Contract 11 2. Division. 1—General Rec�uirements 12 L� PRICE AND PAYMIIVT PROCEDURFS 13 A. Measur�ment and Payment 14 1. Wark associated wit� this Item is considared subsidiary to the �arious ]tems bid. 1S Na separate paymentwilI be allowed farthis Item. 16 1.3 REFJt:RENCFS [NOT USIDJ 17 1.4 ADNIIIVISTRATIVE REQLTIREII'III�TTS 18 A. Guarantees, Bonds and Affidavits 19 1. No application for final payinent will be accepted until all guarantees, bonds, 20 certificates, licenses and affidavrts required for 1Notk or equipment as specified are 21 satisfactorily filed with the City. 22 B. Releas� of Liens or Claims 23 1. No application �or final paytnent w ill be accepted until satisfactory evidence af 24 release of fiens has been submitted to the City. 25 1.5 SUBNIITTALS 26 27 28 29 30 31 32 A. Submit all required doeumentation to City's Project Representative. 1.6 INF�RMATIONAL SiTBNIITTALS [NOT USED] 1.7 CLOSEOi1T SUBNIITTALS [NOT USID] PART � - PRODUCTS [NOT USID] C1TY DF FORT WORTH $'E'ANBARD CONSTRUCI'IqN SPEClF1CAT10N DOCUMEN'I'S Revised Marcli 22, 2D21 I�onnandaVe a�id Las Ve�as InlerSection Improvemcnts Praject No. 10159I Ol 77 19 -2 CL05EOU'1' IZEQUTRGMENTS Page 2 of 3 PART 3 - EXECUTION 2 3.1 INSTALLERS [NOT USID] 3 3.2 EXANIINATION [NOT USID] 4 3.3 PREPARATIQN [NOT USID] S 3.4 CLOSEOLI'1' YROCEDURE 6 A. Priorta requesting Final Inspection, submrt: 7 1, Proj�ct Record Docuinents in accordance witlz Section O1 78 39 8 2. Qperation and Maintenanc� Data, if reyuired, in accordance with Saction OI 78 23 �� 11 I2 13 1 �1 15 16 17 18 ]9 20 21 22 23 24 25 z6 27 2$ 29 30 3I 32 33 34 35 36 37 B. Prior to requestin� Fina] Inspection, p�rform final cleaning in accordance rvith Section 0 ] 74 23. C. FinalInspection 3. 4. S. l. After firial cleanirag, provide notice to the City Pro,�ect Represeniati�e that the Work is compl�ted, a. The City wiIl make an initial FinaI Inspection with the Conttactor present b. Upon completion ofthis inspection, the City wili notify the Contractor, in writing wi�hin IO business days, of any particulars in w�ich this ins.pectian reveals that the Worlc is defective or incomplete. 2. Upon receiving written notice from the City, immediately undertake the Work r�quired to remedy deficiencies and complate the Woxk to the satisfaction of the City. Th� Right-of-way shal] b� cleared ofal� construction fnateria[s, barricades, and teinporary signage. Upon completion of V1�ork associated with the items listed in the City's written notice, inform the City that the required Wark has been compfeted. Upon rec�ipt of this notice, the Gity, in the presence of the Contractor, will make a subsequent Fina] lnspection of the project. Provide all speci�l accessories re�uired to plac� eacM item of equipment in full aperation. These special accessoiy iteins ine]ude, but are not limrted to: a. Specified spare parts b. Adequate oil and gr�ase as required for the first lubrication of the equipment c. lnitial fill up of all c hemical tanks and fue] tanks d. Light bulbs e. Fuses f, Vault keys g. Handwheels h. Other expendable items as required for initial start-up and operatian of alI eyuipment 38 D. Notice o�Project Co�np�etion 39 ]. Once the City Project Representative finds the Work subsequent to Final Inspection 40 to be satisfactory, the City will issue a Notice of Prnject Completion {Green Sheet). 41 E. Supporting Documentation C17'Y OF FORT VJORTH STANDAA� CONSTI2UCI'[ON 5PEC1F[CnT10I�! bOCUM�NTS Normandaie antl Las Vegas Intersection Improvements Revised March 22, 2p29 Praject No. 1O1591 O1 77 14 -3 CLOS�OUT REQ[JIREMENTS Page 3 of 3 1 2 3 4 5 6 7 8 9 10 11 i2 13 14 i5 ]b l7 IS 19 20 21 22 23 24 �� 2& 1. Coord'mate with the City Project Representative to compiete the following additional forms: a. Fi�al Paym�nt Request b, Sfatement of Contract Time c. Af�davit of Payment and Release o.f Liens d. Consent of Sure#y to Fir�a1 Pay�nent e. Pipe Report (if required) f. Contractor's Evaluation of City g. Performance E�aluation of Contractor �'. Letter of Final Aceeptance l. ilpon review and acceptance of Notice of Froject CompEetion and Supporting Docutnentation, in accordance w ith General Conditions, City will issUe L.etter af Fina1 �ecep�ance and relEase the Final Payment Request for payment. 3.� REPAIR 1 RF�TORATION [NOT USID] 3.6 R�INSTALLATION [NOT USID] 3.i FLELD �oR] SITE QUALITY CONTROL [NOT T_T�ID] 3.8 SYSTENI START[1P [NOT U�ED] 3.4 ADJ[TSTING [NOT USID] 3.10 CLEANING [NOT USID] 3.11 CLOSEOUT ACTIVITIES [NOT USIDj 31� PROTEC'FI�N [NOT USID] 3.13 MAINTINANCE [NOT USID] 3.14 ATTACHMENTS [NOT US�D] IND OF SECTION Revisian Log DATE NAME SUMMARYOFCHANGE 3/22l2021 1VI Ouen 3.4 C. Added language to clarify and empl�asize requiretnent to "Clearing ROW" C17'Y OF FORT WORTH STATIDARD CONSTRUCI'lON 5PECICICAT[ON DOCUMENTS Revised Mazciti 22, 2Q21 Nomiandale and Las Vegas Intersection 13nprovenients Project No. IQ] 59Z O1T823-1 OF�RATION AriD MA[NTENANCE DATA Page 1 ai5 SECTION O1 '98 23 OPERATION AND MAINTENANCE DATA PART1- GENERAL 1.1 SUMMARY A. Sectian Includes: 1. Praduct data aud related informatian apprapria�e %e City's maintenance a��d operation af products furnislied under Contract 2. Sueh products may include, but are not limited to: a. Traff'ic ControlIers b. Irrigation Controllers (to be operated by the City) c. Butterfly Valves B. Deviations fro�n this City of Fort Wnrth Standard Specification l. None. C. Related Speeification Sectio�ss include, but are not necessarily limit�d to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Divisian 1— General Requirements I.2 PRIC� AND PAYMENT PROCEDI]RES A. IVieasurement and Payment 1. Wark associated with this Itern is considered subsidiary to the various Items bid. No separate payrn�nt will be allowed for this Item. 1.3 REFERENCES [N�T USED] 1.4 ADNIINISTRATIVE REQUIItEMENTS A, Schedule 1. Submit manaais in final form io the City within 3� calendar days of product shipment to the project site. 1.5 SUBMITTALS A. Submittals shall be in aceordance with Section �1 33 00 . All submittals shall be approved by the City prior to cielivery. 1.6 INFORIVIATIONAL SUBMITTALS A. Submittal Form 1. Prepare data in form of an instruciional manual for use by City personnel, 2. Farmat a. Size: S%a inches x 11 inches b, Paper 1) 4Q pound zninimurn, white, for typed pages 2) Hales reinforced with plastic, cloth or metal c. Text: Ma�iufacturer's printed data, ox neatl� typewritten C1TY QF FORT WORTH STANbARb CONSTAUCTIQN SPECIFICATION DOCUMENTS Normandale and Las Vegas I�ztersection Improvcments Revised Denember 20, 2012 Pmject No. 101 S91 017823-2 OPERATION AND MAINTENAI�fCE DATA Page 2 af S d. Drawings 1) Provide reinforced punched binder tab, bind in �vith text 2) Reduce larger drawnigs and fold to size of text pages. e. Pravide fly-leaf for each separate product, or eacl� piece of operati��g equipment. 1) Provide typed description of product, and majar cotnponent parts of equipment. 2) Provide indexed tabs. f. Cover 1) Identify each volume witli iyped or printed title "OPERA'I`I1�TG AND MAINTENANCE 1NSTRl7CTIONS". 2) List: a) Title of Projeet b) Identity of separate struc�ure as appiicahle c) Identity of general subject matter covered in the manual 3. Binders a. Commercial quality 3-ring binders with durable and cleanable plastie covers b, Vahen mul�iple binders are used, carrelate tlie dafia into related cansistent graupings. 4. If available, provide an electro�tiic form of ihe O&M Manual. B. Manual Content 1. Neatly typewritten table of contents for each volume, arranged in systematic order a. Contractor, name of respansible principal, address and telephane number b. A list of each product required to b� included, indexed to content of the �olume c. List, with eadz product: 1) The name, address and telephone number of the subcarStractor or installer 2} A list of each product required to he included, indexed ko conteni of the valuine 3) Identify axea af responsi6ility af each 4) Local saurce of supply for parts and repIacement d. Identify each product by ptoduct nanne and ot�er identifying sy�nbols as set forth in Contract Dacuments. 2. Praduct Data a. Inciude only tlaose sheets which are pertinent to �lie specific praduct. b. Annotate each sheet to: 1) Ciearly id�ntify specific product or part installed 2) Clearly identify data app�icable to installation 3) Delete references ta inapplicable information 3. Drawings a. Supplement product data with drawings as necessary ta cleariy illustrate: 1) Relations of camponent parts of equipment aud systems 2} Control at�d £law diagrams b. Coord.inate drawings with information in Project Record Docuinents. to assure correct illustratian af completed installation. c. Do uot use Project Record Dravuings as maintenance drawings. 4. Written text, as required to supplement product data for the particular iiastallatian: a. Organize in consistetrt farmat under separate heaciings for diffarent procedures. b. provide logical sequence of instructions of each procedure. CITY OF rORT WQRTH STIWbARD COt+15TRUCT[dN SP�CIFICATI�N DOCUMENI"S Narmandale and Las Vegas Intersec#ion lmprovements Revised Deeemher 2D, 2012 Project No. 1 U1591 017823-3 QFER/�TIpN AND �v[A]T]TENANCE DATA Pagc 3 of 5 5. Copy of each warranty, bond and service cantract issued a. Provide information sheet for City persannel gi�ing: 1) Praper procedures in e�ent af failure 2) Instances whicls might affect �alidity oiwarranties or bonds C. ManLial for Materials and Finishes l. Submit 5 copies of coznplete manaal in final form. 2. Content, for architectural products, applied matef•ials and �nishes: a. Manufacturer's data, giving full infarmatinn on products ] ) Catalog number, size, composition 2) Colar and taxture designations 3} Informatioil required for reordering special manufactured products b. Instruetions fnr care and maintenanc� 1) Manufac#urer's xecommend�tiou for types af cleaning agents and methods 2) Cauiions against cleaning agents and methods which are detrimental to product �) Recommended schedule for cleaning and maintenance Content, for moisture protection ai�d weather exposure pf•oducts: a. Manufacturer's data, giving fuil informatian oz� products 1) Applicable standards 2) Chemical coinposition 3) Details of iiYstallatiou b. Instructians for inspection, maintenance and repair D. Manual for Equigment and Systems 1. Submit 5 copies o�complete manual in fia�al form. 2. Content, for each unit of equipment and systerra, a� appropriate: a. Description of unit and coinpa��ent parts 1) Function, narmal operating characteristics and limiting canditions 2) Performance curves, engineering data and tes#s 3) Complete noznenclature and eornmercial number of replaceable parts b. Operating procedures I) Start-up, break-in, routine and narmal operat�ng ins#ructions 2) Regulation, cantrol, stopping, shuf-down and etnergency instructions 3) Summer and winter operating instrucfions 4) Special operating i�sstructians c. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting° 3} DisasseinbIy, repair and reassembly 4} Alignment, adjusting ai7d checking d. Ser�icing and �ubrication schedule 1) �,ist of luhricants required �. Manufactu.rer's printed operating and maintenance instructions f. Description of sequence of operation by control manufacfiurer �) Predicted life nfparts subject to wear 2) Items recominendad to be stocked as spar� parts g. As insta[led control diag.ra�ns by controls manufacturer 1�. Each coirtractor's coordination drawings 1) As instaljed color codad piping diagrains crry or rauT woRTii STAl+]DARD CONSTRUCTION SFEC]FICAT'[ON DqCUM�NTS Nonnandale and Las Vegas Intersection ]mprovements Revised Dacember 20, 20E2 ProjectNo. 101591 O1 7& 23 - 4 OPERATIQN AND MAfNTENANCE 1]ATA Yage 4 nf 5 c. d. e_ f. g• h. i. Charts of val�e tag nvmbers, with locatio�} and function af eaclz valve j. List of original inanufacturer`s spare parts, mar�ufacturer's current price�, and recommendeci quantities to be maintained in storage k. Other data as re�uired under per�inent Sectians of Specifications Content, for each electric and electrQnic system, as appropriate: a. Descrip�ion o.f sysiem and component parts 1) Function, normal operatu�g characterzstics, and limitir►g cottditions 2) Performanee eur�es, ei�gineering data and tests 3} Comp�ete nomenclature and commercial number of replacea�le parts b. Circuit directories of panelboards 1) Electrical service 2) Controls 3) Communicatiniis As installed oolor coded wiring diagrams Op�rafiing procedures 1) Routine and normal operating instructions 2) Sequencas required 3) S�ecial operating instructions Maintenance procedures 1) Routine operations Z) Guide to "irouble shooting" 3) Disassembly, repair anci reassembly 4} Adjustment and checking Manufacturex's pruited 4perating and maintenance instructions List of original tr►anufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintaixaec� in storage �ther data as required under pertinent Sectians of 5pecifications 4. Prepare and include addiYional data when the need for such c3ata becomes apparent during iiistruction of City's personnel. 1.7 CLOSE�UT SUBNIITTALS [NOT USED� 1.8 MAINTENANCE MATERIAL SUBNIITTALS [NOT USED] 1.9 QUALITY ASSiJRANCE A. Provide operation and maintenance data by personnel with the following criteria: 1. Trained and experienced in maintenance at�d o�aeration of dsscribed pxoducts 2. Ski3led as teclusical writer to the extent requireci to comin�nicate essential data 3. Skilled as �raftsinan campet�nt tn prepare requir�d drawings CITY OF FOAT WORTH STANDAR.EI CONSTRUCTIQN SPECIFICATION DOCUM�NTS Nomiandale and L�s Vegas In(ersection Improvemettts Revised DeeemUer 20, 2012 Project Na. 101591 01 78 23 - 5 OPERATIOI�! ANp MAIN'FENANCE �ATA Page 5 of 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT LTSED] 1.11 FIELD [SITE] CONDITIONS [NOT 17SED] i..l� WARRANTY [NOT USED] PART � - PRQDUCTS [NOT USED] PART 3 - EXECiTTION [NOT USED] END OF 5ECTION CTI'Y OF rORT Wp�T�-E STtLNDAR� CONSTRUCTION SPECIF3CA'CIOI�! DOCiTM�NTS Nortttandale and Las Vegas Iutersactian Improvements RevisedDecamber2D,2012 ProjeciNn. [d15R1 017839-1 PROJHCT RECORD D.00LIM�NTS Page l of 4 SECTION O1 7$ 39 PRO.iECT RECORD DOCUMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: I. Work associated with the dacumenting tl�e project and recording chauges to project documents, including: a. Record Drawings b. Water Meter Service Reports a Sanitary Sewer Service Reports d. Large Wa#er Meter Reports B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Scctions include, but are not necessarily limited to: 1. Division 0— Bidding Requirement,s, Contract Forms and CondiYions of the Contraet 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Work associated with this Ttem is consic�erec3 subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCE� [NOT USEDj 1.4 ADMINISTRATIVE REQiTII2EMENTS [NOT USED] 1.� SiTBMTI'T.ALS A. Prior to submit�ing a request for Finai Inspectian, deliver Project Record Doauments to City's Project Representative. 1.6 ACTIQN SUBNIITTALS/INFORMATIONAL SUBNIITTALS [NOT USED] 1.7 CLOSEOUT SUBNIITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUSMITTALS [NOT USED] 1.9 QUALITY A�SUltA1VCE A. Accuracy of Records 1. Thoroughly coordinate changes within tlie Recard Documenis, making adequate and praper entries on each page of Specifications and each sheet of Drawings and other pocuments where such entry is requir�d to show tl�e cljaiige properly. 2. Accuracy of recards shall be suc1Y that future sea�•ch for items shown in the Contract DocumeYits may rely reasonably on information obtained from the apprnved Project Record Documents. CITY QP FQRT WqItTH STANDARQ CONSTRUCT[[]N SP�CIFICATIQN DOCUMENTS Normandale and Las Veges Intersectio� Improvemenfs Revised July l, 2011 Praject No. IU1591 017839-2 PRqJ�CT RCC�RD DOCL]Iv(�NTS Page 2 of 4 3. To facilitate accuracy ofrecards, inake entries within 24 hours after receipt of informatioil that the change has occurred. 4. Provid� �actual inforrnation regaxding all aspects of tlie Work, both concealed and visible, to enable future inodi�catian af the Work to proceed r�vithout Iengthy and expensive site measurement, in�estigation and exainination. 1.10 STORAGE AND HANDLTNG A, Storage a�id Handling Requirements L Maintain the job set of Recard Documents campietely protected from deterioratian and fram loss and damage until completion of the Work and iransfer of all recorded data to the final Proj�ct Recnrd Documents. 2. Tn the e�ent of loss of reeorded data, use means necessary to again secure the data ta the City's appraval. a. In such case, provide replacements to the standards originally required by the Contract Dacuments. L1� FIELD [SITE] CONDITIONS [NOT USED] 112 WARRANTY [NOT USEDj PART 2 - PRODUCTS �.I OWNER-FURNISHED [ot�] OWNER-SUPPLIED PRODUCTS [NOT USED] �.� RECORD DOCUMENTS A. Jab s�t 1. Prompfly follawing receipt of the Natice to Proceed, secure fram ihe City, at no charge to the Con#ractor, 1 eomplete set of aIt Documents comprising the Contract. B. Final Record Documents i. At a time nearing the completion ofthe Work and prior to Final Inspection, provide the City 1 complete set of all Final Record Drawi��s in the Contract. �.3 ACCESSORIES [NOT U�ED] 2.4 SOURCE QUALTTY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT iTSED] 3.� EXAMINATION [N�T USED] 3.3 PREPARATION [NOT USED] 3.4 MAINTENANCE DOCUIV�NT5 A. Iblaintenance of Job Set 1. Imm�diately upon receipt af the job set, identify each of t�ze Documents witl� the title, "RECORD DOCUMENTS - JOB SET". CITY O�' FDIZT WORTH STANDAI2U CONSTRUCTI4N SPEC]FICATION DOCUMENTS Normandale and Las Vegas Ittterseetion ImprovemenLs Revised ]uly l, 2011 ProjectNo. ]Oi59I 01 78 39 - 3 PRO]ECT R�CORD DOCUMENT3 Page 3 of 4 2. Preservation a. Considering the Contract completio�� iirne, the probable number of occasions upan which the job set must he taken out for new �ntries and for examination, and tlie conditions �nder which t�ese activiiies will be pe�•formed, devise a suitable methoci �or protecting the job set. b. Do not use the job set for any purpose except entry of new data and for review by the City, until start oftransfer of data to final Project R�cord Dacuments. c. Maintain the job set at die site of work. 3. Coordinatiot� wit� Construction Survey a. At a minimum, in accordauce with the intervals set forth in Sectian O1 71 23, clearly mark any deviations from Contrac# Documents associated with 'rnstallation of the infrastructure_ 4. Making entries an Drawings a. Record any de�iations from Contract Documents. b. Use an erasable colored pencil (not ink or indelible pencil}, clearly describe the ei�ange by graphic lin�e and note as required. c. Date all entries. d. Call attention to the entry 6y a"clouci" drawn around the area or areas affected. e. In the event of overlapping changes, use different colors f4r the overlapping changes. 5. Con�ersion of schematic layouts a. In some cases on the Drawings, arrangements nf conduits, circuits, piping, ducts, anc� similar iterns, are shown schematically and are not intended to portray precise physica3layaut. 1) Final physical arrangement is determined by the Contractor, suhject to ihe City's approval. 2) Hawever, design of future madifica�ions of the faeility may requirs accurate information as to the fina� physical layout of items which are shown only schematieally on the Drawir�gs. b. Show on the job set af Record Drawings, by diznension accurate to within 1 inch, the cenierline of each run df items. 1) Pinal physical arrangement is determined by the Contractor, subject to the City's approval. 2) Show, by symbol or note, the vert�cal location of the Item ("under sIab", "in ceiling plenum",. "�xposed", and the like}, 3) Make all identification suffciently descriptive that it may 6e related reliably to the Specifications. c. The City may waive the requirements for conversion of schetnatic layouts where, in the City's j�dgmant, conversion serves no useful purpose. However, cia not rely upan waivers being issued except as speci�eally issued in writing by the City. B. Final Projeet Record Documents l. Transfer nf data to Drawings a. Carefully transfer cliange data shown on the job set of Recard Drawings to the correspandi.ng final docunlents, coordiiiating the changes as required. b. C1early in�icate at each afFected detail and othei• Drawing a full desca�iption af changes mac�e during construction, anci the actual locatron of items. CITY OF POR7' WORTH STAND�R� CONSTR[JCTiON SP�CIFICIITION DOCUMENTS Afnrinazidale and Las Vegas Intersection [mpror+emenis Revised Juiy 1, 201 l Project No. 1Di591 O1 7$ 39 -4 PROJECT RECDRD dOCCJMENTS Page 4 oi 4 c. Call attention to eaeh eptry by d�-awing a"claud" arnund the area ar areas affected. d. Make changes neatly, eousistently and with the proper media to assure longevity and clear reproduction. 2. Transfer of data to other pocuments a. If the Dacuments, other than Drawings, hav� been kept clean during progress of tlie Work, and if eiitries thereon l�a�a been orderly to the approval of the City, the job set oftho�e Dacumenis, other than Dra�vings, wiil be accepted as final Record Documents. b. If any such Document is uot sa approaeri by t1Ye City, secure a new copy of that Dacument from the City at the City's usual charge for reproduction and handIing, and carefiilly transfer the change data to the new copy to the approval of tl�e City. 3.� REPAIR 1 RESTORATION [NOT USED] 3.6 RE-INSTALLATIDN [NOT IISED] 3.i FIELD [oR] SITE QUALITY CONTROL [NOT USED] 3.$ SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEQUT ACTIVITIES [N�T USED] 3.1� PROTECTION [NOT U�ED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTAC`HMENTS [NOT USED] END OF' SECTIQN Revisian Log DATE NAM� SUMMARY OF CHANGE CITY pF FORT WORTH STANDARD CONBTRUCTION 5PEC1f1CATIQN Q�CUNIET�TS Normandale and Las Vegas [nlersection Improvements Revised 7uly 1, 20ll Project Nd. 10159] 31231b-1 UNCLASSiFIED EXCAVATiON Page 1 of5 f►a SECTION 31 �3 lb UNCLASSIFIED EXCAVATION 3 PART 1 - GE1�lE�2AL 4 1.1 SUMMARY 5 G 7 S 9 ja 11 12 13 �4 15 A. Section I�scludes: Excavate areas as shown on the Drawuigs or as directec�. Removal af materials encaunfered ta tl�e lines, grades, aiid typical sections shor�vn on #he Drawings and removal from site. Exca�vatioais may include construction of a. Roadways b. Drainage Cliannels c. Site Excavation d. Excavation for 5tructures e. Or any o#her op�ration involving the excavation of on-site materials B. Deviations from this City of Fort Worth Standard Specification l. None. 16 C. Related Speci�cation Sections include, but are not necessarily limited to: 17 1. Division 0— Sidding Requirements,. Contract Forms and Conditions af the Contract l S 2. Division 1-- General Requirements 19 3. Section 3l 23 23 —Borrow 2Q 4. Section 31 24 00 — Embankmer�ts 21 1.2 PRICE AND PAYMENT PROCEDIIRES 22 23 24 25 26 27 2.8 29 30 31 32 33 34 35 36 37 3S 39 aa 4l �}2 A. 1Vleasurement and Payment I. Excavation by Plan Quantity a. Measuremeilt 1) Measurement for �l�is Item shall be by the et�bic ya.rd in its final pasition using die average end area method. Lim�ts of ineasurement are shown on the Drawings. 2) When measured by the cubic yard in its f'inal position, Y1115 iS �. �1�31]5 quantity measurement Item. The guantity to be paid is tlie quantity show�n in t�e proposal, unless madified hy 1lrticle 11.04 ofthe General Conditions. Additional measurements or calculations wi11 be made if adjustrnents of quantities are required. b. Payment 1) The wark perforined and znaterials furnishec� in accordauce with this Item and measureci as provided under °`Measuremen#" will be paid %r at tlie unit pric� bid per cubic yard of "Unclassified Excavatio�� by Plan". No additional compeiisatian will be allowed far rock or slirinkage/swel! factors, as these are the Contractor's re�ponsi�ility. c. The price hid sl�all include: 1) Excavation 2) Excavatio» Safety 3} Drying CiTY OF FOIi't WORTH STANDARD COI�57'RUGTTON SF�CIFiCAT10N DOCUNiENTS 12evisetl lanuary 2&,.2013 Modified .lune 2021 NormAndale aE7d Las Vegas 1nEersection Improvements Pa�aject No: 101591 3I2316-2 UNCLASSIFIED EJCCAVATION Page 2 of 5 1 2 3 4 S 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2a 21 22 23 24 2S 26 27 28 29 �o 31 �� 4) Dust Contro] 5) Reworking or replacing the over axcavated material in rock cuts 6) Hauling 7) Disposal of excess materia] not used elsewhere onsite 8} Scarificatian 9} Cl�an-up �xcavation by Surveyed Quantity a. Measurement 1} Measureinent for this Item shall be hy the cubic yard in its final positian calculated using the average end area or composite nlethad, a} The City wilI perform a reference survey once the Site has been cleared to obtain existing ground conditions. b) The City will perform a final post-coi�st�•uction survey. c) The Contractor will be paid far the cubic yardage of Excavated tnaterial ca�culated as the �iifference between tl�e twa surveys. d) Partia[ payments will be based on estimated plan quantity measurements calculated by the Engineer. b. Payment 1) The work performed and rr�aterials furnished in accordanee witla this Iiem and measured as provided under "Measurement" will be paid for at the unit price bid per cubic yard af "Unclassified E�cavation by Survey". c. The price bid shall iliclude: 1 } Excavation 2) Excavation S�ety 3) Drying 4) Dust ControI 5) Reworking or replacing the a�er excavated material in rock cuts 6) HauIing 7) Disposal of excess material not used elsewhere onsite 8) Scari�cation 9) Clean-up 32 1.3 REFEKENCES [NOT YTSEDj 33 34 35 36 37 38 1. Unclassifaed Excavation — Without regard to inaterials, a�] excavations shall be considared unclassi�ed and shalI include all materials excavated. Any ref�rence to Rock or �ther materials on tl�e Drawings or in the specificatians is solely for the City and die Contractor's in%rmation and is n.ot to be taken as a classification of tk�e excavation. 39 1.4 ADMINSTRATIVE REQIIIREMENTS 40 A. The Contractor will provide the City witli a Disposal Letter iR1 accordatice to Division 4] O1. A. De�nitions C]TY OF FQRT WORTI! Norm�cidaie and Las Vegas Intersection Improvements STANDARD CONSTRLICTIQN SPECIF'ICATIQN �OCUMENTS Pr��eei No: l O1591 Revised .lanuary 23, 2U13 Modified June 2021 3123l6-3 UNCLASSiFIED CXCAVA'1'ION Page 3 of 5 1.5 SUBNITTTALS {NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBNIITTALS [NOT USED] 3 1.7 CLOSE�UT SUBNIITTALS [NOT IISEDj 4 1.8 MAiNTENANC`E MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSLTRANCE 6 A. Excavation Safety 7 1. The Gontxactor shall be solely resp.onsihle for making all excavatioiis in a safe S manner. 9 10 il 12 13 14 15 16 17 18 L4 20 21 22 23 24 25 2b 27 28 29 30 31 32 33 34 35 36 2, All excavatiQn and related sheeting and bracing shali comply with the reguirements of OSHA exca�ation safety standards 29 CFR park 1926 and state requirezr�ents. I.�O DELIVERY, STORAGE, ANll HANDLING A. Storage 1. Within Existing Rights-of-Way (ROW) a. Soil may be stored within existing ROW, easements or temporary construction easements, unless specifically disajlowed in the Contract Documents. b. Do not bloak drainage ways, inlets or driveways. c. Provide erosian control in accordance with Section 31 25 00. d. When the Work is perFarmed in acti�e traffic areas, store materials only in areas barricaded as provided in the trafFic contral plans. e. In pon-paved areas, do not store material on the root zone of any trees or in lanciscaped areas. 2. Designated 5torage Areas a. If the Contract Documents do iiot allow tlie storage of spails within the ROW, easement or temporary construction easement, then secure and maintain an ac}equate storage location. b. Provide an affidavit khat rights have been secured to store the materials on private property, e. Provide �rosion coutrol iu aeeordance with Sectian 31 2S 00. a. Do not block drainage ways. 111 FIELD CONDITIONS A. Existing Conditions l. Any c�ata which has be�n or may be pravided an subsurface canditions is not intended as a re�resentation or warranty of accuracy or continuity between soils. It is expressly unc3erstood that neither ihe City nor the Engineer will be responsible far interpretations ot• conclusions drawn there from by the Contractor. 2, Data is macie available for the convenience of the Cantractor. CIi'Y OF FORT WOIZTIi STAAIDAI2D CONST'RUCTION SP�CIFICATION DOCUMENT5 Revised January 28, 2013 Moditied June 2021 3Vonnand�ie aizd Las Vegas littersection lmpro��ements Project Nu: 10159V 312316-4 UIVCLA557PIED EXCAVA'CION Page 4 of 5 1 112 WARRANTY [NOT USED] 2 PART 2- PRODUCTS [NOT USED] 3 3.1 OWNER-FURivISHED jN�T USED] 4 2.2 PRODUCT TYPES AND MATERTALS 5 A. Materials 5 1. Unaccegtable Fill Material 7 a. In�situ soils classified as ML, MH, PT, OL or �H in accordanee r�vith ASTM 8 D2487 9 PART 3 �- �XECUTION 10 3.1 INSTALLERS [NOT USED] 11 3.� EXAMINATION [NUT USEDJ 12 3.3 PREPARA,TION [NOT USED] 13 3.4 CONSTRIICTION l4 A. Accept own�rship of unsuita6le or excess material and dispose of material aff site 15 accnrdance with local, staie, aiid federal regulatians at locations, 16 B. Excavations shall be performed in the dry, and kept free from water, s��aw and iee I7 during construction with eh exception of water that is applied for dust control, l8 C. Separate Ui�acceptable Fill Material from othe�- materials, remove from tIle Site and 19 properly dispose accordi��g to diaposal pla�-►. 20 D. Maintain drainage in the excavated area to avoid damag� to the roadway sections and 21 prnpased or existing structures. 22 E. Correct any damage ta the su6grade caused by weather, at no addit�onal cost to the 23 City. 24 F. Shape slopes to avaid laosen.ing rnaterial below or outside the proposed grades. 25 Remove and dispose of slides as directed. 26 G. Rock Cuts 27 1. Excavate ta finish grades. 28 2. In the event of over excavafion due to coi�tractor error belaw th� lines and grades 29 estabtisfied in the Drawings, use approved embaiikment material compacted in 30 accorrlai�ce with �ection 31 24 Op to r�plaee the aver excavat�d at no additioi�al 31 cost to Ciiy. 32 H. Earth Cuts 33 I. Excavate to finish subgrade C1TY OF FQRT WORTH Normandale and LAs Veg�s li�tersection [mpcovements STANRARD CONSTRUCTION SPECIFICATION I)OCUMENTS Project Na: Ifl1591 Revised 7anuar}= 28, 2013 Modified June 2021 1 2 3 4 5 b 7 8 9 l0 11 12 13 312316-5 l)NCLASSiPlE1� EXCAVATION Page 5 of 5 2. In the event of over excavatio» due to conta�ac#or error below the lines a�id gracies established in tlie Drawings, use approved embanktxient material compacted in accordance with Section 31 24 00 to replace tl�e over excavateci at no aciditional cost to City. 3. Manipulate and campact subgracie in accordance wiih 5ection 31 24 00. 3.� REPAIR [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.'� FIELD QiTALITY CONTROL A. Subgrade Tolerances 1. �xc�vate to within 0.1 foot in all directions. 2. In areas of over e�ccavation, Contractor provides iill material �pproved by the City at no �xpense to the Ci .ty. 3,8 SYSTEM STARTUP [NOT USED] 14 , 3.9 ADJUSTING [NOT USEDj 15 16 17 18 19 20 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVT�IES [NOT USED] 3.1� PRUTECTION [NOT IISED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Re�ision Log DATE N�h�E SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.2 - Measurement �nd Paymcnt Section modified; Blue Text added for clariftcakion 1/28113 D. Jnhnso❑ �•2 —Modified Bid Item names in payment section ta differentiate between Payrnent Me#hods an bid list. 21 CITY OF FOIt'I' WORTI I 5Tt1NI�ARD CDNSTRUCTION SPECICICATION DqCUMENTS Re�ised 7amtary 28, 2013 Modified .lune 2021 Normaudale and Las Vagas Intersection ImQroveittents Project Nu: 101591 31 23 23 -1 BORR01� Page I of 5 2 3 PART 1- GENERAL 4 11 SUMMARY 5 A. SectialIncludes: � 7 8 SECTION 31 23 �3 BORROW 1. Furnish, place and compact Borrow material foz• grading. B. Deviations from this City of Fort Worth Standard Speci�cation 1. None. 9 C. Related Specificati�n Sections include, but are not necessarily limited io: 10 1. Division 0— Bidding Requirements, Gontract Forms and Conditions of the Contraet 11 2. Division 1— General Requirements 12 3. Sectia�� 31 23 16 — Unclassified Excavation ] 3 4, Section 3 I 24 00 — Embankments 14 1.� PRICE AND PAYMENT PROCEDi7RES I5 16 17 18 1� 20 2] 22 23 24 25 26 27 zs 29 30 31 32 33 34 35 3G 37 38 39 4a 4� 42 A. IVleasurement and Payment 1. Borrow by Plan Quantity a. Measureinent 1) Measurement for t�iis Itein shall be by the cubic yard ii7 its final positia�� using the average end area rnethocl. Limifs of ineasurement ar� shown oia the Drawings, 2) When rr�easured by the cubic yard in its �nal position, this is a plans quantity meastirernent Ttem. The quantity to be paid is the quantity shown in the proposal, uiiless modified by Article l 1.04 of the General Conditions. Addztional measurements or calculatians will be made if adjustments of quantities are reyuired. b. Payment I) The work perfarmed an�l materials funiislaed in accordance with this item and measured as provided under "M�asurement" wi11 be paid for at the unit price bid per cubic yard of "Bot-row by P1an" for the variaus borrow inaterials. No additional compensation �vil1 be allawed for rock or shrinkage/swell factars, as these are the Contractor's responsibility. c. TI7� price bid sha11 include: 1} Transporting or liauling material 2) �'urnisl�ing, placing, cainpacting a�id fi�lishing Borrow 3j Coiistruction Water 4) Dust Conirol 5) Clean-up �) Proof RaIjing 7) Dispasal of excess or waste materia.l $) Reworki��g ar replacernent of undercut material 2. Sorrow by Surveyed Quantity a. Measurement CITY OP FORT WqATH Nor�n�ndale a�td Las Vegas ]sitersection Impro�ements STANDARI� CONSTRiICTION SPECIPICATIOI� IIOCUMENTS Projecl N�: 101591 Revised ]snuary 28, 2U13 Madi�ed Ju3�e 20�1 312323-2 BORROW Page 2 of 5 1 2 3 4 5 6 '] 8 9 10 13 12 13 14 IS 16 1 `] 18 19 2D 21 22 23 2�} 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 �42 43 44 45 � c. 1) Measurement for this Itein shall be by ihe cu6ic yard in i�s final position calculated using the average end area or composite method. a) The Ciiy will per�orm a�•eference survay once the Site has been cleared to obtain existing grounci conditions. b} The City will perform a�nal post-constructian s.urvey. c) The Cantractor wi11 be paid for the cubic yardage of Boi�nw material cajculated as the difference between the kwo surveys. (1} Borrow maierial may a�so be required w��en in-situ material is considered unaccepfable and must be removed frot1� the site. d) Partial payments will be based an estimated plan quantity measurecr►ents calcula#ed by the Engineer. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid far at the unit price bid �aer cubic yard of "Barrow by Surve�" for: a) Various Borrow materials The price bici shall include: 1) Transporting or hauling material 2) �'urnishing, placing, compac�ing and finishing Borrow 3) Canstruetian Water �4j Clean-up 5) Dust Control 6} Proof Rolling 7) Disposal af excess or waste material 8) Rewor�Cing or repIacement af undercut material 3. Borrow by Delivered Quantity a. Measur�rneut 1) Measurement for this ltem shall be by the cubic yard of ioose Barrow material as deli�ered to the Site and recorded by truck t�cket provided to the City. b. Payment 1) The work performed and materials furnished in aecordance witl� this Item and measured as provided under "Measurement" will h� paid for at the unit price bid �er eub�c yard af `Borrow by De]ivery" deiivered ta fhe Site anci reco�•ded by truck ticket for: a) Various Borrow materials c. The price bid shall inciude: 1) Transpor�ing or hauling material 2) �urnishing, placing, cnmpacting and finishing Barrow 3) Construction Water 4) Cl�an-up 5) Dust Control 6) Proof Ralling 7j Dispasal of excess or waste material 8) Aeworking ar replacement of undercut tnaterial 46 1.3 REFERENCES 47 A. Referet�ce Standards CITY OP FDRT WORTII STANDARD CO3�]STRLICTION SPECIFICATION DOCUMENTS Revised ,lanuary 28, 2013 Modified June 2021 Narmandale and Lns Vegas Lztersectioei [mprovenients Project No: 101591 312323-3 BORROW Page 3 of 5 1 2 3 4 S 6 7 8 9 l0 11 12 1. Reference standards cited iu this Speci�cation refer #o the currcnt reference standard publislied at the time of the latest revision date Iagged at the end of this Specification, unless a date is speci�cally cited. 2, ASTM Standards a. ASTM D2487, 5tandard Practice for CIassifzcation of �oiis for Eugineering Purposes {Unified Soil Classi�cation Systern) b. ASTM D4318-1 Q, Standard Test Methads far Liquid Limit, Plastic Limit, and Plasticity Index of Soils c. ASTM D6�13, Standard Test Mathods for Particle-Size Distributian (Gradation} of Soils Using Sie�e Analysis d. ASTM D698, Standard Test Methods for Laboratory Campaction Characteristies af Soil Using Sfandard Effort (12,4Q0 ft-lbf/ft3) 13 1.4 ADMI�VISTRATIVE REQT]1R�MENTS [NOT IISED] 14 1.5 STIBMITTAL� I5 A. Submittals shall be in accordance with �ection OI 33 00. lb 17 18 B, A1I submittals sh.ail be approved by the City prior io constructian. C. Submit laborator}+ �ests reports for each soil borrow source used to s�pply genera� borrow and seleot itll materials. 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMTTTALS 2Q A. Shop Drawings 2l 1. Stnckpiled Sorrow material 22 a. Provide a description of the starag� of the deiivered Borrow material anly if the 23 Contract Docu�nents do not allow storag� of materials ui the right-o%way of the 24 easement. 25 1,7 CLOSEOi]T SUSMITTALS [NOT USED] 26 l.$ MAINT�NANCE MATERIAL �UBMITTALS [NOT US�D] 27 1.9 QUALITY ASSiTRANCE 28 A. Borrow material shall be tested prior ta deli�ery to the Site. 29 1, Pravide Proctor Test results, Gradation and Atterherg Limits far Borrow material 30 from each source. 3] a. All testing listed above shall be performed in tetms of ASTIuI D698, ASTM 32 D6� 13 and ASTM D431 S-1 � respectively. 33 34 35 l.10 DELIVERY, STORAGE, AND IIANDLING A. Delivery 1. Caordinate all deliveries and haul-aff, 36 B. Storage 37 1. Within Existing Rights-o� Way (ROW} 38 a. Borrow materials max be stored witivn existing ROW, easements or ternporary 39 construction easetnents, unless specifical]y disallowed in tl�e Cantract 40 Documents. CITY O� f'ORT WORTf-I Nonnandale and Las VegAs ��terseciian lmµro�ements STANDARD CONS'CRUCTTpN SP�CIFICf1T]ON 1�pCUMENTB Project i�o: 1Q1591 Re�ised Januar� 28, 2013 Modi#ied June 202] 312323-4 i30RR0 W Paga 4 of S 1 2 3 4 5 6 7 8 9 10 1l 12 13 l4 15 b. Do not block drainage ways, infets or driveways. c. Provi�e erosion control in aceordance with Section 3l 25 D0. d. Store materials anly in areas barricaded as provided in the traffic contrnl plans. e. In non-paved areas, do not store material on the root zone of any trees or in landscaped �reas. 2. Designateci Storage Areas a. If the Contract Documents dQ not allo�v the storage of Borrow materials withii� the ROViJ, easement or temporary construction easement, then secure and maintaui an adequate storage Iocation. �. Provicie an affidavit that rights have baen secured to store the materiais on private property. c. Provide erosian control in accordanee with Section 31 25 00. d. Do not block drainage ways. e. Only maferials used for 1 working day will be allowec� to be stored in tl�e work �Q11E. 16 1.11 FIELD CONDITIONS {NOT U�ED] 17 1.12 WARRANTY [NaT USED] 18 PART � - PRODUCTS 19 21 OWNER FiTRNISHED [NOT USED] 20 2.2 PRODiTCT TYPES AND MATERIALS z1 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 �43 A. Barrovv 4. 5. 1. Additional soil beneath pavements, roadways, foundations and atl�er structures reyuired to achie�e the elevations shawn on the Drawings. 2. Acceptable Fill Material a. In-situ or imported soils classified. as CL, GH, SC or GC in accordance with ASTM D2487 b. Feee from deleterious materials, boulders over 6 inches in size and orgauics c. Can be placed free froin vnids d. MUst have 20 perc�nf passing the r�umber 2U0 sieve 3. Blended Fill Material a. ln-situ saals classified as SP, SM, GP or GM in accardance with ASTM D2487 b. Blenc�ed with in-situ or imported Acceptable Fill material to tneet the requirements of aj� Acceptable Fill Material c. Free fronn deleterious materials, boulders over 6 inches in size and aa•ganics d. Must have 20 percent passing the nuynber 200 sieve 5elect �'ill a. Classifed as SC or CL in aceordance with ASTM D24$7 b. Liquid limit less than 35 c. Plasticity index between 8 and 20 Cement Stabilized Sand (CSS) a. Sand or silty sand i�. Free of olay oc plastic inaterial c. Minimum of 4 percent ce�nent content of Type IIIT poj�tland ce�nent CITY UF FORT WOR'TH Si'ANDARD COi�15TRUC7'[OAI SPECjFICATION DOC[JMENTS Revised Jaouary 28, 2013 Modified ,fu��e 2021 Nm7naudnle and Lfls Veg1s ]ntersection In�provements Projecl No: 101591 312323-5 BORROW I'age 5 of 5 1 2 3 4 S 6 d. 100 to 150 psi compressive strength at 2 days iz� accordance with ASTM D1&33, Method A e. 200 to 250 psi compressive strength at 23 days in accardance with ASTM D1633, Me#hod A £ Mix in a stationary pug milt, weigh-batch or continuous mia�i�ig plant 2.3 ASSEMBLY OR FABRICATION TOLERANCES [NOT USED] 7 �.4 ACCESSORIES [NOT USED] 8 �.5 SOITRCE QUALITY CONTROL [NOT USED] 9 PART 3 - EXECUTION 10 3.1 INSTALLERS [NUT USED] 11 3.2 �XAMTNATION [NOT USED] I2 3.3 PREPARATION [N�T C75ED] 13 3.4 INSTALLATION ]4 A. AII Borrow placerr�ent shall be perfartned in accordance to Sec�ion 31 24 00. 15 3.� REPAIR [NOT USED] ] 6 3.6 RE-INSTALLATION [N�T USED] 17 3.7 FTELD QUALITY CONTROL 18 A. Fie1d quality control will b� perforrned in accordance to 5ection 31 24 00. 14 3.� SYSTEM STARTUP [NQT iISED] 20 3.9 ADJUSTING [NOT USED] 21 3.10 CLEANING [NOT USED] 22 3.11 CL05EOUT ACTIVITIE� [NOT iT�ED] 23 3.12 PROTECTION [NOT IISED� 24 3.13 MAINTENANCE [NOT iTSED� 25 3.1� ATTACHMENTS [NOT USED] � END OF SECTION Revision Log DATE NA1VI� SUMMARY OF CHANGE ] 2/20/20 f 2 D, Johnson 1.2 - Measurament and Payment Section modified; Blue `Text added far clarification I/28/13 D. 7ohnson 1•2 — Modified Bid Item names in payment section to diffarentiate between Payment Metltods an 6id list. CITY OF PORT WORTH Nonnandale �nd Las Vegas [nterseclion Im�rovemenYs STANDARD CONSTRUCT[QN SPECIFICRTION DOCUNIENTS Project No; 1Ot59] Rev�sed lanuary 28, 2033 Modified June 2Q�1 31240D-1 EMBANKMEN'I'S Page I of 9 � 2 3 PART1- GENERAL 4 11 SUMMARY 5 6 7 S 9 l0 11 12 13 14 A. Section lncludes: SECT�OIV 31 �4 OU �MBANKMENTS 1. Transporting and placement of Acceptable Fill Material within the boundaries of the �i#e for canstructian of: a. Roadways b. Embankments c. Drainage Cha��neis d. Site Grading e. Any other operation involr�ing fhe placement of an-site materials. B. Deviations from this City of Fort Worth Standard Specification None, 15 C. Relat�d Specification Sectioi�s include, but are not necessari�y limited to: 1 G 1. Division 0— Biddin,g Requirements, Contract Forms and Conditions of the Contract �� 2. Division 1— Gel�eral Requirem�nts I g 3. Section 31 23 16 — Unclassified Excavation 19 4. Sect�aai 31 23 23 — Barrow 20 1.2 PRICE AND PAYMENT PROCEDURE5 21 22 23 24 25 26 27 28 29 3Q 31 32 33 34 35 36 37 38 39 40 41 42 A. Measure�nent ��d Payment Embanktnents by Plan Quantity a. Measurement 1) Measureme��t for this Item shall be by the cubic yard in its �inal position using tl�e average end area method. Limits of ineasurement are shown on t11e Drawings. 2) When measured by the cubic yard in its final position, this is a plans quantity measurement Item. Tl�e quantity to be �aid is the yuantity shovvn in the prQposal, unless madi�ed by Article 13 .04 af the Genera3 Conditians. Addifional measurem�nts ar calculations will be made if adjust�nents of quantities are required. b. Payment 1) The work p�rformed and materials iurnished in accordance with this Item and measured as pro�ided under "Measurement" will be paid for at the unit price bid per cubic yard of "Embankment by Plan". No additional compensation will be allowed for roek or shrinkage/swell factors, as these are the Contractor's responsibility. c. Tl�e price bid shal] include: 1) Transportia�g or hauling material 2) Placing, compacting, ai�d finishing Emba��kment 3) Construction Water 4} Dust Control CITY OF F012T WOR'1'l� STANDARQ CO3�15TRUCTION SP�CIPICATION DDCUMENTS Revised Jannary 28, 2013 Modified June 202I Normandnle �nd Las �egas Intersection [mproven�ents Praject No: Ifl1591 312400-2 EMBANKME7VTS Page 2 af 9 1 2 3 4 5 6 7 8 9 IQ 11 12 13 ]4 15 16 ]7 18 19 �0 2I 22 23 24 25 26 27 28 �� S) CIean-up 6} Proof Rolling 7) Disposal of excess materials 8) Reworkiiig or replacement of undercut Ynaterial Embankments by Surveyed Quantity a. Measurement 1) Measurement for this Item shall be by the cubic yard in its final position calculated using the average en.d area or co�nposite rnethod. a) The City will perform a reference survey once the Site has been cleared to ohtain existing ground conditions. b} The City will perfortn a final post-construction survey. c} The Contractor wil� be paid for the cubic yardage of Embankment calculated as the difference between the tvvo surveys. d) Partial payme�its will be based on estimated pIan yuantity tneasurements calculated by the Engineer. b. Payment 1) Tlse work perfarmed and materials furnished in accordance with this Item and ineasured as provided under "Measure�nent" wiIl be paid for at the unit price bid per cubic yard af "Embankment by Sur�ey". c. The price bid shall include: 1) Transporting or hauling material 2) Placing, compacting, and finishing Embankm�ni 3) Constructioii Wafer 4) Dust Coaitral 5) Clean-up 6) ProofRolling 7) Disposal of excess materials 8) Reworking or replacement of undercut mat�rial 29 I.3 REFERENCES 30 A. Re�ereuce 5tandards 31 32 33 3 �l 35 36 37 3$ 39 �40 4I 42 43 44 45 46 47 1. Reference standards cited in this specificatian refer to tlie curr�nt reference standard puhlished at the time of the latest revision date lo.gged at the eud of this speci�catioi�, unless a date is specifcally cited. 2. ASTM Standards a. ASTM D4318-] 0, Test Proeed�re for Determining Liquid Limit, Plastic Litnit, and Plasticity Index of Soils b. ASTM D4943-OS, Standard Test Method for 5hrinkage Factors of SoiIs by the Wax Method e. ASTM D69$-07�1, Standard Test Methods for Laboratory Co�npactian Charact�ristics of Soil Usi11g Standard Effort d. ASTM D1557-09, Standard Test Methads for Laboratory Campaction Characteristics of Soil Using Modi�ed Effort e. ASTM D7382-OS, Standard Tesi for Determination of Maximum Dry LTuit Wei�ht and Water Content Aange for Effective Coinpactian of Granular Soils Using a Vibrating Hammer f ASTM D155b-07, Standard Test for Density a�id llnit Weight of Soi1 in-Place by the Sand Gone Method CI7'Y OF FORT WORTH Nnrrrtmndale and Las Vegas Intersection [mQrovcutants STANDARb CQNSTRIICT]QN SI'EC[FiCA'3'lON DQCUMENTS Project No: 1D1591 Reeised ,Tanuary 28, zp 13 Madified .fune 2021 3i2aoo-3 EMS.ANKMET�TS Page 3 of9 1.4 ADMiNSTRATNE REQUIREMENTS 2 A. Seyuencing 3 1. Sequence work such that calls of proctors are complete it1 accqrdance with ASTM 4 D698 prior to com�nencement af construction activities. 5 l.S SUBM3TTALS 6 A. Submittals shall be in accordance with Section Ol 33 00. 7 B. All submittals shall be approved by tl�e City prior to colastruction 8 1.6 ACTION SUBMITTALS/INFORMATIONAL SUSMITTALS 4 A. 5hop Drawings la 1. Stockpileci material 1� a. Provide a descriptian of the storage of the excavated mat�rial only if the 12 Contxact Docu3nents do not aliow storage o� materials in the ri.ght-af-way or the 13 easem ent 14 Li CLOSEOUT SLTBMITTALS INOT USED] 15 1.8 MAINTENANCE MATERIAL Si]BNIITTALS [NOT USEDj 16 1.9 QUALITY ASSUI�ANCE [NOT USED] 17 1.10 DELIVERY, STORAGE, AND HANDLING 18 i9 20 21 22 23 24 25 26 27 28 29 30 31 3z 33 34 35 A. Storage 1. Witl�in Existing Rights-of-Way (ROW) a. 5ail may be stored withu� existing ROW, easements or temporary construction easements, unless specifical3y disallowed in the Contract Docnments. b. Do not block drainage ways, inlets or driveways. c. Provicie erosion control in accordanc� with Section 31 25 00. d. When tlie Work is pee%rmed in active traffic areas, stare materials only in areas barricaded as pravided in the traf�ic control p]ans. e. In non-pavad areas, do not store material on the root zone of any trees or in landscaped areas. 2. Desig�xated Storage A�reas a. If the Contrac# Docu►nents do no.t allow the storage witllin t�e ROW, easeme�zt or temporary construction easement, then secure and maintain an adequate storage location. b. Provide an aff'idavit that rights have been secured to store the materials on pri�ate prnperty. c. Provide erasioil control in accardance wi�li Section 31 25 OQ. d. Do not block drainage ways. 36 1.11 FIELD CONDITIONS 37 38 39 �0 41 A. Existing Conditions 1. Any data vvhich has been or may be provided on subsurface con�litions is not intended as a representation or warrairty of accuracy or contuiui� between soils. It is. expressly understooci that neither the City nor the Engineer wil{ be responsible fo�• interpretatians oi• conclusious drawn there fi•om by the Cant�actor. CITY OF FORT WORTT-I STANDARD CQNSTRUCTI�N SPEGIFICRTION DOCUMENTS Revised 7anuary 2$, ZU13 Modified Jwie 2021 Nprma�idale t�nd Las Vagas 1�ztersection Improvements Project No: 1U1591 312400-4 EMBANKM�NTS Page 4 of 9 0 2 2, Data is made availak�Ie for the conv�nience af the Contractor. 1.1� WARRANTY [NOT USEDJ 3 PART � - PRODUCTS 4 2.1 OWNER-FURNISHED [NOT USED] S 2.� PRODUCT TYPES AND MATERTALS 6 7 S 9 10 ll 12 13 14 1S 16 17 I8 14 20 21 22 23 24 25 26 A. Materials 1. Acceptable Fill Material a. In-situ or iynported soils classifiad as CL, CH, SC or GC in accordance vvith ASTM D2487 b. �'ree from deleterious materials, boujders over 6[nches in size and organics c. Can be placed free from voids d. Must have �.0 percent passiz�g the number 200 sieve 2. Blended Fill Material a. In-situ snils classifed as GW, GP, GM, SW, SP, or SM in accordance wi#h ASTM D2�87 b. Blended with in-situ or impot`ted acceptabl� backfill niaterial to meet the requirements af an Acceptable Backfill Material c. Free fxom deleterious inaterials, boulders o�er 6 inches in size and arganics d. Must have 20 percent passing the number 200 sieve 3. Unacceptable Fill Material a. In-situ soils classified as MI,, MH, PT, OL or OH in accordance with ASTM D2487 4. Seleet FiII a. Classified as SC or CL in accordanoe with ASTM D2487 b. Liquid limit less tltian �5 c. Plasticity index bet�veen S and 20 27 2.3 ASSEMBLY OR �'ABRICATION TOLERANCES jNOT iTSED] 28 2.4 ACCESSORIES [NOT USED] 29 2.� SOi7RCE QiTALTTY CQNTROL [NOT iTSED] 30 PART 3 - EXECUTION 31 3.1 INSTALLERS [NOT USED] 32 3..2 EXAMINATTON [NOT USEDI 33 3.3 PREPARATION 34 A. Protection of In-Flace Canditions 35 1. Favement 36 a. Conduct activities in such a way that does not damage existing pavanient that is 37 desiguated to remain. C1TY pF FORT WORTII Normandu[e and Las Vegas Intersection impr��rements STANDARI] CONSTAUCT[ON SPECIFICAT[ON DOCUh�IENTS Prajecl Na: 10159] Revised 7anuary 28, 2p13 Modified June 2p21 3izaao-s ENIBANKM�NT5 Page 5 af 9 1 b. Repair or replace any pavemeni damaged due to the negligence of the 2 contractor outside the limits designated for pavement removal at na additional 3 cost 4 2. Treas 5 a. When operating outside of existing ROW, stake periaaanent ai�d fiemporary 6 construction easements. 7 b. Restrict all construction activities to the designated easements and ROW. 8 c. Flag and protect all tree� designated to remain in accordance with Sectian 3 i 10 9 OQ. ] 0 d. Conduct emba�ikments in a manner such that there is no damage to the tree 11 canopy. 12 e. Prune or trim tree limbs as specificaIly allowed by the Drawings or as 13 �pecific�lly allowed by the City. i4 1) Pruning or ttimming may only be aceomplished with equipment 15 specifically designed for tree pruning or trimming. 16 17 18 19 20 21 22 23 24 2S 26 27 z8 29 30 33 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 �47 48 3. Abave ground �tructures a.. Protect all above ground structures adjacent to the construction. 4. Traffic a. Maintain e�sting traffic, except as modified by the trafFic contr�l p1an, and in accordance with Section 34 71 13. b. Do not block access ta dri�veways or alleys for extended periods of time unless: 1) Alternativ� access lias been prn�ided 2} Proper natif cation has been provided to the property owner or resident 3) It is speciiically aIlawed in the traffic control pian 3.4 INSTALLATION A. Embaukments General 1. Placing and Campacting Embar►kment Mateeial a. Perform fill aperation in an orderly and systematic mani�er using eq�ipmejrt in proper sequence to m�eet tl�e compaction requirements b, Searify atid loasen the u.npaved surface areas, except rack, to a depth of at least 6 inches, unless otherwise shown on the Drawings c. Place fill on surfaees free from trees, sfiunps, roots, vegetation, or other deleterious materials d. Bench slopes before placing material. e. Begin fiIl�ng in the lowest section or the toe of �lie woxk area f. When fill is placed directly or upon older fill, remove debris and any lo.ose material and praaf roll existing surface. g. After spreading the loose lifts ta the required thickness a�jd ad,�usting its moisture content as necessary, simultaneously reeompact searified materiai with the placed embankment material. h. Roll with sufficient number passes to achie�ve the min�mum required compactian. i. Provide water sprinkled as necessary to acliie�e required moisture levels for specified compactio�} j. Do not add additional lifts until t�le entire previous iift is properiy compacted. 2. Suriace Water Control a. Grade surface l�orizantally but pro�ide with sufficient longitudinal and transverse slope to allow for ruiioffof surface water frorra every point. CI'CY OF FdRT WQRTH STANDARD CONSTRUCTIaN SPECIFICAT1pN D�CUMENTS Revised 7anuary 28, 2Q13 Moditied June 2921 Normandale and Las Vegas Intersection Improven�e��ts Project Nn: IOl59l 312400-6 �MT3ANKMENT3 1'age 6 of 9 1 2 3 4 5 6 7 8 9 10 11 ]2 13 1�4 1S 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 b. Conduct �31s so that no obstruction to drainage frozn any other sections of iill is created. c. Install temporary dewatering sumps in Iow areas during filIing wllere excess amounts of runoff collect. d. Campact uniformly throughout. Keep surfacas of iill reasanably smooth and free from lrurnps and hallows tl�at would pz•event prop�r uniform compactian. e. Da not place fill during or shortly after rain events which prevent praper work placemeut of the material and compactian f. Prior to resuming compaction aperatiQns, remo�e muddy� material off the surface to expose firm and compacted materials B. Embankmen#s for Roads 1. Only Acceptable FiII Mafieria] wiIl be al]owed far roadways 2. Embankrnents for roadbeds shall be constructed iiS layets approximately parallel to the fin.ished grad� of the street 3. Construct gen�rally to confarm to tlie cross sec�ion of tlie subgrade section as shavvn in the Drawings. 4. EstabIish grade and shape ta the typical sections shown an the Drawings 5. Maintain finished sections of embankmea�t to the grade and cornpaetion reyuirements until the project is accepted. C. Earth Embankments I. Eat�h ernhankment is mainly composed of materia! other than rock. Construct emba��nents iti successi�e layers, evenly distributing materials in lengths suited for sprinkling and ralling. 2. Rock or Concrete a. Obtain appraval from the City prior to incorporating rock and broken concrete produced by the ca�sstruction project ii� tl�e lower layers of the cmbankment. b. Na Rock or Concrete will 6e perinitted in embankinents in any 2ocation where future utilities are anticipated. c. When tlse size of apgroved rack or broken eonerete exceeds the layer thickness placa the rock and concrete outside tl�e [imits of th� proposed structure or pavement. Cut and remove all exposed reiuforcing steel from the brokeii concrete. 33 3. Move the mat�rial dumped in piles ar windrows by blading or hy similar 1liethods 34 and incarporate it into uniform layers. 35 4. Featheredge or mix abutting layers of dissimilar matei�al for at least 100 feet to 36 ensure there are no abrupt changes in the material. 37 5. Break cEown c�ods or ]urnpa of material and mix embankment until a unifot•m 38 material i� attained. 39 D. Rock Embankments 40 1. Rock embankment is rnainly composed of rock. 41 2. Rock Embankments far roadways are only allawed when specifica�ly designated on �2 the Drawings. 43 3. Construct rock embankments iq successive layers for the full width of tl�a roadway 44 cross-section with a depth of 18-inches or 1ess. CITY OF FORT WORTI-1 Normandale �nd Las Vegas lntcrsectimi [�iipravente�tts 5TANDARD CQNSTRUCTION SPCCIFICATIO?�1 bOCL1MLNT5 Project Nn: 10]591 Revised 7anuary 28, 2013 Modified Jui3e 2021 3i2400-7 EMBANK�NTS Page 7 of 9 1 4. 2 3 4 5. 5 6 6. 7 7. 8 9 8. iQ 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 2� Z'1 28 29 �o 31 32 33 The layer deptIi for latge rock sizes shall not e�ceed a depth of 18-inches in any case. Fi11 voids created by the large stone matrix with smaller stones during the placement and filling operations. Ensure the depth of tlle embankment layer is greater than the maximum dimensian of any rock. Do not place rock greater ihan 1$-inches in its ma�imum ditnension. Canstruct the final layer with graded tnateriai so that tlti� density aiid uniformity is in accordance compaction requirements. The upper ar final layer of rock embankm�nts shal� contain no materiai larger than 4 inches in their maximum dimeiYsion. E. Density 1. Compact eact► layer until the max�mum dry density as determined by ASTM D698 is achieved. a. Not Under Raadway or Structure: 1} areas to be compacted in the open, not beileath any structure, pave .ment, flatwork, or 'ts a minimum of 1 foot outside of the edge of any structure, edge of �avement, or back of cnrb. a) Compact each layer to a minitxium of 90 percent Standa�•d Proctar Density. b. Embankinents under fifture paving: l) Compact cach layer to a ininimum of 95 percen# standard proctor density with a moisture content not to exceed +4 percent or -2 percent of optitnum moisture or as indicated on ihe Drawings c. Embankrnents under structures: l) Compacteci each layer as indicated on the Drawings F. Maintenance of Moisture and Reworlcing Maintain the densiiy and moisture coiltent once all requirements are met. Foa• soils with a PI greater than 1 S, maintain the moisture content no lower than 4 percentage points belaw optimum. Rewark the material to obtain the speaiiied compactioz� when the material loses the required stability, de�lsity, moisture, or finish. Alter the oompaction methods and procedures on subsequent work to ohtain specifiad density as directed by the City. 2. 3. 4. 3� 3.5 REPAIR [NOT USED] 35 3.6 RE-INSTALLATION [NOT USED] 3b 3.'i FIELD QUAILTTY CONTROL 37 3� 39 40 41 42 43 4� A. Field Tests a�7d Inspections 1. Prociors a. The City will perform Proctors in accordance witl� ASTM D698. b. Test results will generally be availabie to within 4 calendar days and distributed to: 1) Con�ractor 2) City Projecf Manager 3} City Inspector CITY 01� FORT WORTH STANDARD CONSTRUCT[03+1 SPECIFICATiON DOCUMENTS Revised January 2&, 2013 Modified Juna 2021 Normandale and Las Veg�s Intersectio» I�npm�ements Projcct No: I O1591 3124flU-S EMBANKMENTS Page 8 of 9 1 4) Engineer 2 c. Notify the City ifthe cl�aracteristic ofthe soil changes. 3 d. City will perfarm uew proctors for varying soils: 4 1) Wheii indicated in the ge�technical investigation iii the Appendix 5 2} If notified by the Contractor 5 3} At the convenience of the City 7 e. Embanlements where different soil types ar� present and ar� blended, tl�e 8 proctnrs shall be based o�i the mixture of those soils. 9 2. Proof Rolling 14 a. Embankments under Puture Paveinent ] I 1} City Project Representative musi be o�i-site during proof rol]iug operations, 12 2) Use e�uipment that will apply sufficient load to identify soft spots that rut 13 or pump. 1� a) Acceptable equipinent ineludes fully loaded singIe-aacle water truck 1� with a 1500 gallon capacity. 16 3) Make at �east 2 passes with the proof roller (down and back = 1 pass). r7 4) Offset each trip by at most 1 tire width. 18 5) If an unstable or non-unifoitin area is found, carrect tlse area. � 9 6) Correct 20 a) Soft spots that rut or pump greater than 3/4 i��ch. Z 1 b) Areas that are unstable or non-unifarm 22 7) If a nan-unifarrn a�•ea is found then correct the area. 23 b. Embankments Not Under �uture Paving 24 I) Na Proof Aoliing is required. 25 2G 27 28 29 30 3a 32 33 34 35 3b 37 38 39 40 41 42 43 44 45 46 47 48 49 3. Deusity Testing of Embankments a. Density Test shall be in eonformance witl� ASTM D2922. b. Por Embankments under future paaement: 1) The City wiIl perform density testing twice per working day wl�en compaction operations are being conducted. 2) The testing lab shall take a minimum of 3 densit� tests, buf the number of test shaIl be appropriate for the area being compacted. 3) Testing shall be representative of the current lift being compacted. 4) 5�ecial attention shotlld be placed on edge conditinns. e. For Emba�ikments not under future pavement or structures: 1} The City will perfarm density testi»g on�e working day when campaction operations are being canducted. 2) The testing lab sha11 take a mini�num oi3 density tests. 3) Testing shall be reprasentative of the current lift hei��g c:ompacted. d. Make the area where the embankment is being placed available far tesfiing. e. The City wi1] dete��nine the ]ocation af the test. £ The City testing 1ab will provide results to Ca��tractor and the City's Inspector upon completion of tlze testiug. g. A formal report will be pasted to the City's Buzzsaw site v►within 48 hours. h. Test reports shail includa: 1) Locatioxi o� test by statioi7 nu�nber 2) Tirne and date of test 3 } Depth of testing 4} Field mo.isture 5} Dry deiisity CITY OF FpRT WOR77{ Nor�na��dale asid Las Vegas lntexsection lmprovements STANDARD CONSTRUCTION SPEC[FICATIDN DdCUMENTS Prnject No: 1Q1591 t2evised January 28, 2p13 Moditied Juire 202] 312400-9 ENIBANKMENTS Pagegof9 1 2 3 4 5 6 7 8 9 ia 11 12 13 6) Proctor identi�ej• 7) Percent Proctor Density B. Non-Coniarming Work 1. All nan-conforming work sha11 be removed and replaced. 3.� SYSTEM STARTiTP [NOT USED] 3.9 ADJU�TING [NOT USED] 3.10 CLEANING [NOT USED� 3.11 CLOSEOIIT ACTIVITIES [NOT U5ED] 3.1� PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT IISED] END OF SECTION Revision Lag DATE NAME SUMMARY OF CHANGE 1.2 — Added possible measurement and payment procedures and Blue 12/2012Q12 D. Jollnsan text for instructions oj� haw the methods should be appSied 2.2.2.a added GW and 5W material classifications 1/28/l 3 D. ]ohnson 1•2 — Modified Bid Item names in payment section to differentsate between Payment Methods an bid list. 14 CITY OF FORT WORTI� STANDAFLD CQNSTRUCTiON SP�CIPICA'�IQN bOCUMENTS Revised 7anuary 28, 2013 Modified June 2021 Nonnaudale nnd Las Vegas Intersecliou lmproven�ents Projeci No: l61 S9l 32 O1 l8 -1 TEMPpRARY ASPI-IALT PAVI3�1G E�EPAIR Page 1 of3 sECTroN 3�. ai is TEMPORARY ASPHA.I�T PAVING REPAIR PART1- GENERAL 1.1 SiA1ZMAItY A. Section Includes: 1. Utility cuts (water, sanitary sewer, drainage, etc.) along streets pro.grammed for total reconstruction under a Capital I�nprot�ement Program or resurfacing under a Street Maintenance Prograrn. 2. Repairs af damage caused by Contractor 3, Any othei° teznparary pavernent repair needed during tlse cours� of construction. S. Devia#ions from this City of Fort Wortl� Standard Speeification I. None. C. Related Specificatian Sections include, bui are not necessarily Iimited to: 1. Division 0- Bidding Requirements, Contract Farms, aud Coijditions of the Contract 2. Division 1- GeneraI Requirements 3. Section 32 a 1 23 - Flexible Base Cours�s 4. Section 32 12 16 - Asphalt Pavi3ig 5. Section 33 O5 10 - i7tility Trench Excavation, Embedment and BackfiIl 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment I. Measurement a. Measurem.ez�t far this Itean shall be by the luaear %ot af Temparary Asphalt Faving Repair. 2. Payment a. The work performed and materials furnished in accardance witl� this Itein and measured as pra�ided under "Measur�ment" wiI1 be paid for at the unit price bid per linear foot of Temporary Asplialt Faving Repair. No additional payinent wi114�e pro�ided for repairs of damage to �djace��t pavainent caused by the Contractor. 3. The price bid sl�all include: a. Pre�aring final surfaces b. Furilisl�izlg, loading, unloading, staring, hauling a�id liandling al] materials including freight and royaIty c. Traf�c control for all tes�i��g d. Asphalt, aggregate, and additive e. Materials aud work needed far carrectiue action £ Trial batches g. Tack coat l�. Remaval ai�d/or sweepiiig excess materia] CITY OP rQRT W�RTH Normand�le.�nd Las Vegas Intersection Improvemenfs STANDARD CqNSTRUCTIDN SPECIF[CATIO�I DOCUIVIEI�ITS Projeci Nq: 1D1591 Revised Dacember 20, 2012 Modi�ed Juue 2021 32D1 18-2 TEMPORARY ASPHALT YAVING RCPAIR Page2.of3 1.3 REFERENCES A. Definiiions 1. H.M.A.C. — Hot Mix Asphalt Cancrete 1.4 ADMINLSTRATIVE REQUIREMENTS A. Permitting I. Obtain Sheet Use Permit to make utility cuts in the st��eet from the Transportation anci Public Works Department in conformance witl� c�rrent ordinances, 2. The Transporkation and Publsc Works Department will ir�spect tlie paving repair after construction. 1.5 SUBMITTALS [NOT USED] i.6 ACTION SUBNIITTALS/INFORMATYONAL SiJBNIITTALS A. Aspltia�t Pavement Mix Design: submit for approval. Sectinn 32 12 I6. 1,i CLUSEOUT SilBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SIISMITTALS [NOT US�D] 1.9 QUALITY A�SURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND �IANDLING [NOT USED] 1.11 FIELD CONDITIONS A. Weather Car►ditions: Place nni�cture when the roadway suriace t�mperature is 40 degrees F ar higher a�id rising miless otherwise approved. 1.12 WARHANTY [NOT USED] PART � - PRODUCTS 2.1 OWNER-FURNISHED [N�T USED] 2.2 MATERIALS A. Backfill: see Seetion 33 OS 10. B. Bas� Material 1, Flexible Base: Use existing base aud add new flexible base as required in accordance with 5ection 32 11 23. C. Aspl�alt Concrete: See S�ction 32 I2 16. 1. H.M.A.C. paving: Type D. 2.3 ACCESSORIES [NOT IISEDj �.4 SOURCE QUALITY CONTROL [NOT i7SED] PART 3 - EXECUTION CITY OF FORT WORTH Norma»dale and Las Vegas [utersection T�n�rovements STANDARD CONSTRUCTION SFECIPICATIqN DOCUM�NTS Project NQ: 101591 Revised December 20, 2012 Modii'icd Ju�te 2U21 azoi is-3 TEMP012ARY ASPI3ALT PAVING REPAIR Page 3 of 3 3.] INSTALLERS [NOT USED] 3.3 EXAMINATION [N�T USED] 3.3 PREPA�2ATION [NOT USED] 3.4 INSTALLATION A. Remova] 1, Use an approved method that produces a neat edg�. 2. Use car� to prevent fracturing existing pavement structure adjacent to the repair area. B. Base 1. Ia�stall flexible base material per detail. 2. 5ee Section 32 11 23. C. Apshalt Pa�ing 1. H.M.A.C. placement: in accordance with Section 32 12 ] 6. 2. Type D surface mix, 3.5 REPAIR/R,ESTORATION [N�T USED] 3.G RE-INSTALLATION [NOT USED] 3.7 �"TELD QUALITY CONTROL �NOT USED] 3.8 SYSTEM STARTUP INOT USED] 3.9 ADJTJSTING jNOT iISED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NQT USED] 3.12 PROTECTTON [NOT USED] 3.�3 MAINTENANCE [NOT T7SED] 314 ATTACI-IMENTS [NOT USED] END OF SECTION C1TY pF FORT WORTH Normandale and Las Vegas lntcrsection I�nprovements STANbARD CDA15TRilCTION SPECIPICATION �OCUME]VT5 Project Na: I Ol 591 Reviscd �eoeinber 20, 2012 Nlndified Juile 202] 32d129-I CONCRETE PAVIrlG REPAIR Page 1 of 4 2 SECTION 32 01 �9 CONCRET� PAVTNG REPAIR 3 PART1- GENERAL � 1.1 SUMMARY S 6 7 S 9 10 11 S2 A. Section includes: Concrete pa�emenc repair to incluc3e, but not limited to: a. Utility cuts (water, sanitary sewer, drainage, etc.) h. Warranty work c. Repairs of darnage caused by Contractor d. Any other concrete pave�nei�t repair needed during ihe caurse of construction B. Deviations irom tliis City of Fort Wortih Standard Specificatio�� 1. Nane. 13 C. Related Specification 5eciions include, but ate nat necessarily liinitec� to: 14 1. Division 0- Bidding Raquirements, Contract Forms, and Conditians of the Contract 15 2. Division 1- General Requirements lb 17 18 l9 3. Section 32 Ol 18 - Temporary Asphalt Paving Repair 4. Section 32 12 lG - AsphaIt Pa�iilg 5. Section 32 13 13 - Concrete Paving 6. Section 33 OS 10 - LTtility Tiench Excavation, Embedinent and Backfill 20 1.� PRICE .AND PAYMENT PROCEDi1RES 2l 22 23 24 25 26 27 2$ 29 34 3l 32 33 34 35 36 37 38 39 40 A. Measurement and Payment Concrete Pavement Repair a. Measurement 1) Measurement for this Item shall be by the squ.are yard of Concrete Pavement Repair for �arious: a) Street types 2) Limits of repair will6e based on the titna of sErvice of the existing pavement. Tlie age oithe �avement will need to be determined by the Eilgineer through coordination with the City. For pavement ages: a) 10 years ox less: repair entire panel b) G�'eater than 10 years: repair to limits per Drawings 6. Pay�neut l) The vvork performed a��d materials furnished in accordance with tliis Item and measured as pravided under "Measurement" shall be paid for at the unit price bid per sguare yard nf Concrete Pavement Repair c. The price bid shall include: l) Shaping and �ne grading the place�ne�rt a�•ea 2} �'uniishing and appiyiug alI water required 3) Furuishing, loading ai�d unloading, storing, hauling and handling all concrete Cl'I'Y OF FOR'I' �IVORTH STANDAR➢ CONSTRUCTION SPEClF1CA'I'[ON DOCUMENTS Re�ised Decemher 2a, 2012 Modified .tu3�e 2Q21 Nonnandaie and Las Vegas li�tersection Improvements Projecl Np: 101591 320129-2 CONCRETE PAVING REPAIR Page 2 of4 1 2 3 4 S 6 7 8 9 1p 11 12 13 1.3 4) Furnishing, laading and unloading, storing, hauling and handling al] base material 5) Mixing, placing, finishing and curing all concrete 6) Furnishing and installiu.g reinfarcing steel 7) Furnishing all materials and placing longitudinal, warpiug, expansion a�ld contraction joints, irScIuding all steel dowe]s, dowel caps and load transmission units required, �rire and de�ices for placing, holding aiid supporting the stee] bar, load transmissian u��its, and joint fiiler in the praper positian; for coating steel bars where required by the Dra�vings 8) Sealing joints 9) MonolithicalIy paured curb 10) Clea�iup REFERENCES [NOT U�ED] 14 1.4 ADMINISTRATIVE REQUIREMENTS 15 16 l7 I8 19 20 1.5 A. Permitting 1. Obtain Street Use Perinit to make utility cuts in the street from the Transportatian and Public Works Deparkmem in canformance with current ordinances. 2. Transpo�iation and Public Works Department will inspect paving repair after constraction. SLTBNIITTALS [NOT USED] 21 1.6 AC'I'IUN SUBl1'IITTALS/INFORMATIONAL �UBNIITTALS 22 A. Concrete Mix Design: submit for approval in accordasice with Section 32 13 13. 23 1.7 CLOSEOUT SUBNIITTALS [NOT USED] 24 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 25 1.9 QUALITY ASSURANCE [NOT USED] 26 1.10 DELNERY, STORAGE, AND HANDLIIVG [NOT USEDj 27 1.11 FIELD CONDITIUNS 28 A. Weather Conditions: I'lace concreta as specified in Section 32 I3 13, 29 1.12 WARTtANTY [NOT USED] 30 PART 2 - PRODUCTS 31 32 2.1 QWNER-FURN�SHED PRODUCTS [NOT USED] 2,2 MATERTALS 33 A. �inbedmen� and Baekfill: see Section 33 OS 10. 34 B. Base material: Concrete base: see Section 32 13 13. 35 C.. Cnncrete: see Section 32 13 13. 36 1. Concrete paving: CIass H ar CIass HES. CITY OF FORT WORTf-I Normandale and Las Vegns ��terseciion Improve3ne�zts STANDARD COT�lSTRUCTIOIV SPECIFICATION DOCUMENTS Proj�cl No: 101591 Revised Decemher 2U, 2012 Modified lune 2(12I 32D129-3 CONCR�TE PAVING REPAIR Page 3 of4 1 2. Replace concrete to the specified thic�cness. 2 2.3 ACCESSORIES [NOT USED] 3 2.4 SOURCE QUALITY CONTROL jNOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.� EXAMINATION jNOT USED} 7 8 9 10 11 12 13 14 15 16 17 18 I9 20 21 22 23 24 25 26 27 28 29 30 3l 32 33 3.3 PREPARATION A. Replace a continuous seGtioii if multiple repairs are claser �lian 10 feet apart from edge of ane repair to the edge of a second repair. B. if the cut is to be covered, use steel plates of suf�cient strength and thickness ta su�port traffic. 1. Construct a transition of hot-rnix or cold-mix asphalt from the top of the steel plate to the e�sting pavement to create a smaoth riding surface. a. Hot-mix or cold-mix asphalt: conforin to the requirements of Section 32 12 16. C. Surface Preparatian: inar�C pavement cut repairs for approval by the Ciiy. 3.4 INSTALLATIQN A. Sawing I. General a, Saw cut perpendicular to the surFace to full pavement depth. b. Saw cut the edges of pavement ar►d appurtenances da�naged subsequent ta sawing to remove daznaged a.reas. c. Such saw cuts s�iall be paralle� to the original saw cut and to neat straight lines. 2. �awing equipment a. Power-drive� b. Manufactured for the putpose of sawing pavement c. In goad nperating condition d. Shall not spal! or facture concrete adjaceut ta the repair area 3. Aepairs: In true and straight lines to dimensions shown oi� the Drawings 4. Utiiity Cuts a. [�z a irue and straight line on both sides of the trench b. Minimum of 12 incl�es outside the trenoh walls 5. Prevent c3ust and rasiciues from sawing from etltering the atmosphere or drainage facilities. 3� B. 35 36 37 C. 38 D, 39 Removal l. Use care in reinoving concrete to be repaired to prevent spalli��g ar fi•acturing cancrete ad,�acent to the repair area. Base: as specifiad i�i Drawis�gs Cancxete Paving l. Coi�crete p�acement: in accardance wii11 Section 32 13 13. CITY OF FORT WQRTH STAi�DARD CONSTRUCT]QN SP�CIFICATION PQCUMENTS Itevised Decemher 20, 2012 MadiPied June 202] I�ormandale and Las Veg�s Ititersection Iinproveinents Praject No: 10159! 32 Ql 29 - 4 CO�+ICRETE PAVING REPAIR Page A of 4 1 2. Reinforce concrete replacerr►ent: as specified in Drawings 2 3.� REPAIR/RESTORA,TION [NOT USED] 3 3.6 RE-INSTALLATION [NOT IISED] 4 3.� FIELD QUALITY CONTROL [NOT USED] 5 3.8 SY�TEM STARTLTP [NOT USED] 6 3.9 ADJiTSTING [NOT USED] 7 3.10 CLEANING [NOT USED] 8 3.11 CLQSEOIIT ACTIVITIES [NOT USED] 9 3.12 PROTECTION [NOT USED] 10 313 MAINTENANCE [NOT USED] 11 3.14 ATTACHM�NTS [NOT USED] l2 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE I.2.A — Modified Items ta be included in price hid; Added blue text for clarification 12/2012�12 D, lohnson of repair width on utility trencE� repair 2.2.C.1 — Changed to Class P to Ctass �-1 13 CITY �F FORT l�pLtTH Narm�ndala lfid Las Vegas [nterseeaou lm�rovements STAt�IDARD C�I�ISTRUCTIpN SPECIFICA'I'TDN DOCUMENTS Praject No: l O1591 Revised I?ecem6er 20, 2012 Modified June 2�2I 33 12 14 - 1 WATER SERVICES 1-1NCH TQ 2-INCH Page 1 of 17 SECTION 33 1� 10 WATER SERVIC�S 1-1NCH TO 2-INCH PART 1- GENERAi, 1.1 SiTMMARY A. Sectio.n Includes: Lead-free l-inch to 2-inch water service lines fram the water main to the righ#-of- way, fittings and water meter boxes camplete in place, as shown on tlie Drar�ings, directed by the Engineer, and s.pecified herein for: a. New Water Service b. New Water Service {Bored) c. Water Meter Serviee Relocate d. Private Water Service B. De�iations from this City of Fort Warth Standard Speci�cation 1. None. C. �roducts Installed but not Furnished Undar this Section 1. Water meters for variaus sizes D. Related Specification Sections include, but are not necessaeily limiteci to: Division 0— Bidding Requirements, Co�ita•act Farms and Conditions of the Contract 2. Di�ision I-- General Aequirements 3. S�:ction 33 04 40 — Cleaning az�d Acceptatice Testing of Water Mains 4. Section 33 QS 10 —Utilit}� Trench Excavation, Embedment and Backfill Section 33 12 25 — Gonnection to Existing Water Mau�s 1.2 PRICE AND PAYNIENT PR�CEDURES A. Measurement and Payrnen# 1. New Water Set-�+ice a. Measurament j) MeasUrement for this Item shall be p.er eacl� new "Water Service" complete in place from the tap of the main to the installation of the meter bo� and assocjated appurtenances where tlie service Iine is ij�sta3led by open cut construction. b. Payment 1) The wor% performed and �naterials furnislied in accordance with this ltein and measured as provided under "Measurement" will be paid for at the unit price bid per eac11 "Water Service" instalied for: a) Various sizes c. The price bid shall include: 1) F�rnishiiag and instalfing New Service L.ine as specifiad by the Drawings 2) Sub�nitting product data 3) Tapping saddle 4} Carporation sfop 5) Curb stop C1TY OF FDRT WORTH Normandale aud Las Vegus Intersection Improuenienrs STANQA.RD CONSTRlJCT1qN SPECIFICATION �OCUMENTS Project No: ]Oi541 Revised Febrnary 14, 2017 Mo�dified ]une 202] 33 ia �o -z WATCR SERVICES 1-IrICH T02-INCH Page 2 of 17 6} Fittings 7} Service line installed by open cut $) Connection to meter 9) Meter Box and Lid IQ) Paveinentremoval 11 } Excavatian 12} Haul�ng 13} Disposal of excess rxiateria] 14) Surface Restoration associated witl� Meter Box installatian and connectian. excluding grass (seeding, sodding or hydro-mulch paid separatelyj 15) Clean-ttp 16) Disinfectio�� I7) Testing 2. New Bored Water Service a. Measurement I} Measurement for this Item sha116e per each y�e� Water Seiviee complete in place from the tap of the main to Yl�te instailation o�the m.eter box and associated appurtenauces where the service line is instalIed by trenchtess method. b. Paymeiit 1) The work performed and materials Furnished in accordance with this Item and measured as pravided under "Measuretnent" will be paid for at the unit p�'ice bid per each "Bored Water Service" �ns#alled for: a) Various sizes c. The price bid shall include: 1) Submitting product data 2) Tapping saddle 3) Corparation stop �) Curb stop 5) �'ittings 6) Ser�ice ]ine installed by treiich�ess method 7} Cannectian to meter 8) Meter Box a�id Lid 9) Pavement remo�al 1 d) Excavation 11) Hauling 12) Disposal of excess material 13) Surface restoration associated with Met�r Box installation and connection, exclLiding grass {seeding, sodding or hydro-rnulcli paid separately) 14) Clean-up 15) Disiiifection 16) Testing ;. Water Meter 5ervice Reconnect a. Measure�nent 1) Measurement for tl�is Item shall be per each Water Meter Service Reconnect complete in place fi•om public service line connectiou to privata �ervic� line connection. b. Pa�ment CITY OF PORT WpRTH Normundale and I.as Vegas Intersectivi� Improvesnents STANDARD C�NSTRUCTION SPECIFICATIQN DOCUMGNTS Projeci No: 1O15y1 Revised T'ebruary 14, 2017 Modified June 2021 331�10-3 WATER SERVICES 1-1NCH Tfl 2-INCH Page 3 of 17 c. 1) The wark perfarmed in conjur�etion with relocatioil of the meter, associated private service line, ftttings and meter box 5 feet or less in any direction fram ceirterline af existing meter lacation atid the materials furnished in accordance with this ltem will be paid �or at the unit price bid per eacl� "Water Meter Service, Reconnection" installed for: a} Various size of services The price bid shall include: 1} Private service line 2} Fittings 3) Private connection to water meter 4} Conneetion to e�sting private ser�ic� line 5) Cut and crimp of existing ser�ice b) Removai and Disposal or Salvage of e�sting 2-inch or smaller water meter, as directed by City 7} Pavement reinoval 8) Excavation 9) Hauling 10) Disposal of excess material 1 I) Surface restoration %r area c�isturbed %r installation of ineter box, excluding grass (seedii�g, sodding or hydro-mulcll paid separately) 12) Clean-up I3) Cleaning 14) Disinfection 15} Testing 4. Private Water 5ervice Relacation a. Measurement 1} Measurement for this Item shall be per linear foot of Private Service reloeation compjete in place frnm the rneter box to a connection ta the existing ser�ice line an private property. b. Payment 1} The work per%r�ned in conjunetion with Private Service Lin� ia�stallation �c7vhere the meter and meter boxes are mo�ed more than 5 feet in any direction from cer�ter�ine of existing meter lncation and materials furnished in accordance vwitli the Item and measured as pro�ided under "Measurernent" will be paid far at the unit price bid per linear foot of "Private Water Service" performed for: a) Various service sizes c. The price bid shall include: I ) Obtaina��g appropriate permit 2} Obtaining Right of Entry 3) Suhmitting praduct data 4) I'ri�ate service litte S) Fittings 6) Backflavu prevent�r, check valve, and isalation valve relocatinn, if applicabl� 7) Connection to existing private service line 8) Pavement removal anci replacement 9) Excavation ] 0) Hauling 1 l) Dispasal af excess material CITY qF PORT WaRTH �lu�inu�dale and Las Vegas ln�ersection Improvements STANDARi� CONS7'ItUC7'lON SPECIPICATIOAi DOCUM�NTS Project No: 101591 Revised Fe6ruary 14, 2017 Modit"ied Juiie 2021 33 iz ao-a WATER SEI2VICES 1-INCH T02-INCH Aage 4 of 17 I2) Surfac� restoration, excluding grass (seeding, sodding or hydro-mulch paid separately) 13} Clean-up 14} Cleaning 15) Disinfection ] G) Testing 1.3 REFERENCES A. Defiuitions 2 3. 1. Nevv Service a. Instaliation oi new 1-inch to 2-inch Water Service Line by open cut construct.ion from tlie water main to the right-of-way, including carpnration stop, curb stop, fittiz�gs and water meter boxes complete in place, as shown nn the Drawings. New Service (Bored) a. Installation af new 1-inc]a to 2-inch �Vater Service Line by trenehless constructian method from the water main to the right-of way, including corporation siop, curb stap, fittings and water meter boxes camplete in place, as shown on the Drawings. Meter Ser�ic� Recannection a. R�Iocation and recannection of the private service line fro�n an existing meter to be abandoned and a new meter installed that lies within 5 faet of the existing ineter. 4. Private Service Relocation a. Relocation and r�connection of private ser�ice lina behind the water meter wh�re the existing tneter to be abandoned aud tl�e new meter installed zs greater than 5 feet of the existiilg meter. A lieensed plumber is required to relocate the private service. 5. Lead-free a. Lead-t'ree pipes and plumbing fittings and fixtures shall contain less than 0.25 percent I�ad in accordance with the reductian of Lead iii Drii�k'tng Water Act (P.L. I 1 l -3 80). B. Reference Starldards 1. Referefice sfandards cited in this Specification refer to the current re%rence standard pubIished at the time of the latest revision date lagged at filie end of this Specification, unless a date is specificaIly cifed. 2. ASTM Ii�ternatio�ial {ASTM): a, A48, Standard 5pecification for Gray Iron Castiugs. b. A536, Standard Specificatian fnr Ductile Iron Castiiigs. c. B88, Standard Specification for Seamless Copper �1Vat�r Tube. d. B98, Standard Speci�xcation for Copper-Silicon Alloy Rod, Bar and Shapes. e. C 131, Standard Specification for Resistance to Degradation oF Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine. f. C150, Standard Specification for Portland Ceanent. g. C33Q, Standard Specification for Lightweight Aggregates For Structurai Concrete. h, C857 (RL}, Staudard Practice far Miniinum Structural Design Loading for Undergraund Precast Concrete Utility S�ructuras C1TY OF F�RT WORTH Normaudale and Las VegAs lntersection Isn�rove�nents STANDARD CONS`I'RUCTION SPECIFICATCpN DOCUMENTS Project No: 101591 Revised February l4, 20l'i Modiited June 2021 331210-5 WATER S�RVICES 1-INCH TO 2-iNCH Page 5 of 17 3. 4. 5. 6. i. D8&3, Standard Terminology Relating to Plas#ics. j. D1693, Standard Test Method for Environmental Stress-Crac�Cing of Etitylene Plastics American Water �orks Assaciation (AWWA): a, C700, Cold-Water Meters - Disptacement Type, Bronze Main Case. b. C800, Underground Servica Line Valves and Fittings. NSF Internationaj (NSF}: a. 61, Drinking Water System Components - Health Effects. Reduction af Lead in Drinking Water Act a. Public Law 11 I-380 (P.L. 111-380) Gesseral Ser�ices Admiiiistration (GSA}: a. RR-F-621E, Prames, Covers, Gratings, Steps, Sump and Catch Basin, Nlanhole I.4 ADMINISTRATIVE REQUIIZEMENTS A. Scheduling I. Pravide advance notice for service interruptions and tneet requirements of Division D and Di�ision 1. 1.� SUBNIITTALS A. Submittals shall be in aocordance with Section O1 33 00. B. Ali submittals sha11 be appraved by the City prior to delivery. 1.6 ACTION SUBMITTALS/IlVFORMATIONAL SUBMITTALS A. Yroduct Data, if app�icable: 1. Tapping Saddle 2. Corporation stop 3. Curb Stop 4. Service L'u�e 5. Meter Box b. Meter Bo� Lid B. Certificates and Test Reports 1. Prior to shipinent of any Water Service components, the manufacturer shall submit the failowing: a. A Certificate of Adequacy of Design stating tihat ths components ta he furni�hed comply with all regulatory raquireinents identi�ed 'ui this Section including: 1} Th� Reduction of Lead i�i Drinking Water Act (P.L. 111-3 SO} 2) AWWA CS00 3) NSF 61 ] .7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERiAL SUBNIITTALS [NOT USED] 1.9 QUALITY AS.SURANCE A. Qualiiications CITY OF FORT WORTH 3Vorm�ndaie aEid Las Vegas lncersectian Improveinents 5'�ANbARD CON.STRlfC7']ON SPECIPICATipN DOCUM�Ni'S Project No: I U1591 1Zevised February 14, 201'7 Niodified ,lune 2Q2! 331210-6 WATER SERVICES l-iNCl-� TQ 2-INCH Page 6 of 17 l. Manufacturers a. Water Services shall meet or exceed the latest re�isions of AWWA C800, N5F bl, the RecEuction ofLead in Drinking Water Act and shall meet or exceed the requirements of this Specification, 1.�Q DELIVERY, STORAGE, AND HANDLING A. Storage and Haudling Requirements 1. Fratect all parts such that no damage ar deterioration will occur during a prolonged delay froin the time of shipment untii installation is completed and the units and equipmeni are ready far operation. 2. Protect all equipment and parts against any damage during a prolonged periad at the site. 3. Prevent plastic and similar brittle ite�ns from being dir�ctly exposed to sunlight or e�tremes in temperature. 4. Secure and maintain a location #o stoz•e the material in accordance with Sectio�� Ol 66 00, 1.I1 FIELD [S�TE] CONDITIONS [NOT USED] 1.1� WARRANTY [NOT USED] PART � - PRODUCTS 2.1 �WNER-FURNISHED PRODUCTS A, Water meters for variaus sizes 2.2 EQUTPMENT, PRODUCT TYPES, t11VD MATERIALS A. 1Vlanufacturers 1. Only the tx►anuiacturers as listed ou the City's Standard Produc#s List will be considered as showzl in Section Q] 60 00. a, The manufacturer must cornply with this Specifica#ian a�Yd related Sections. 2. Any product that is not listed on the Stai�dard Products List is considered a substitution and shall be submitted in accordance witls Sectioii O1 25 00. 3. The Water Sarvices and appurt�ua��ces shall be new and the product of a rr�anufacturer regularly engaged iii the manufaeturing oi Water Services a�id appurtenances having similar service and size. B. Dascriptioil Regulatory Requireznents a. All nnaterials shall conform to the Reductian of Lead in Drinlcing Wat�r Act (P.L. 111-380). This Act defines `�Lead-free" for pipes and other appurtenances to be less than 0.25 percent [ead. b. Water Services shalI ineet ar exceed the Iatest rer�isions ofAWWA CS00 and sha11 meet or exceed ihe requu•ements of this Specification. c. AI1 Vdater Services co�nponents in coirtact with patable vvater sha�l confotm to tl�e reguirements of NSF' 61. C. Materials/Design Critet•ia GITi' OF FORT WORTH Nvrm�t»dale and Las Vegas Interseciion {etiprova�neFrts STANDARp C4N5TRUCT1pN SPECiFICATION DOCUMENTS Project No: I D1591 Revised Pehruary 14, 2D 17 Modified Ju�ie 2Q21 3312l0-7 W�TER SERVICES 1-IT�CH TO 2-iNCH Page 7 of 17 1. Service Lines a. Provide Type K Capper Tuhing per ASTM B88. b. Furnish in the annealed cotiditions, unless atherwise specified in the ConYract Documents. Service Couplings a. Fitting Ends 1) Flared Copper Tubing with threatf dimensions per AWWA C$00 2) Pravide caupling nuts with a inachiiied bearing skirt of a length equal ta fhe tubing outer diameter (O.D,). b. Prflvide witl� hexagonal wren�h grip compatihle with the coupling size. c. Pravide l�ad-free service coup�ings in accordance with the Reduction af Lead in Drinking Water Act. Corporation stops a, Provide brass castings par AWWA C800 for: 1) Bodies 2) Plugs 3) D washers 4) Bottom nuts b. Machining and Finishing of Surfaces 1) Provide 1 3/a inch per foot or 0.1458 inch per incli � 0,007 inch per i��eh taper of the seating surfaces for the key and body. 2) Reduce large end of the tapered surface of �he key in diameter by chamfer or turning for a distance that will bring �he Iaegest end of the seating suriace of the key into the largest diarneter of khe seating surface of the hociy. 3) Relieve taper seat iz1 the body on the sma11 ez�d. �4) Extend small end af the key there-thrflugh to prevent the wearing of a shaulder and facil�tate proper seating of key. 5} Design key, key nut a�d washer such that if the key nut is tightened to faiSure point, the stem end of the key sl�all not fracture. 6) Design nut and stem to withstand a turning force on the n�tt of at least 3 times the necessary effort ta properly seat tlie key witl�out failure in any manner. 7) Fort throug� corporatian stop shall he fulf size to eliminate turbulence in the flow way. 8) Desi�n stop for rotatiou about tlie axis of tlae flow passageway inside the following minimuin circles in order ta properly clear the tapping machins: a} Twa 718-inch for 1-iuch corporation stops b) Four 15/16-incii for ]'/z -inch and 2-'rnch corporatian stops c. Provide lead-free corparation stops in accordance with the Red�ctiau of Lead in Drinking Water Act. 4. Curb Stops a. PrQ�ide brass castings per AWWA C$00. b. Val�e plugs shall be: j ) Cylinder type 2} Plug type, or 3} Ball ty�e c. Incorporate full flow porting. d. Provide for fu�1360 degree plug ratatio�i clockwise or counter-clockwise. e. Overal� Lengfh CITY OF F012T WQRfH Normandnte �nd L�s Vegas ]ntersection Entprovements STANDARD CONSTR[1CTION 5PECIFICATI�N DOCUMENTS Projec� Na: 1(i1541 Revised February 14, 2Uf 7 Modi�ed June 2021 331210-8 WATER SERVICES 1-INCH TO 2-INCH Page 8 of l7 f. g• h. 1) 3-5/16 inch -�- 1/8 ineh for 1-inch diameter 2) 4-1/32 inch +9.32 for 1-inch diameter Cyjindrical Plug Type 1) Provid� O-riiig seal at tflp ajtd bottom, a) O-ring at top on2y is acceptable if hottom of curb stop body is closed. 2} Sea1s shall be Buna N. 3) 1 O-ring seal shall surround the outlet port o�the c�u•b stop and act to effectiveIy seal in the closed position. 4) The port in t�ie plug shall provide a straight through, full size flow way, so sllaped as to eIiminate turbuleiice. 5) All wate�-ways sha11 be smooth and free of burrs ar rough areas. 6) Design the curb stop to provide ease and accuracy of operation and positive shut-off of water. Tapered Plug Type 1) Pravide O-ring seal at tog and b�ttom. 2) The tapered plug and cylindrical recess in the valve body shall be machined to match within approved manufacturing tolerances. 3) Inlet and autlet ports sl�all be sealed by O-rings or combination Teflon U- shaped seal rings backed with O-rings. 4) The port in t1Ye plug sha11 prnvide a straight through, fUl] size flow way, so shaped as to eliminate turbulence. S) AlI waterways shall be sanooth and free of burts or rougl� areas. 6) Design the curb stop to pravide ease and accuracy of operation and positive shut-off of water. Ball Plu.g Type 1) Pro�ide clouble O-ring seaIs on the stem. 2) The ball shall seal against rubber rings mounted in the valve bodX at the ii�let aiid outlet ports. 3} The ball shall be bronze with a stnooth Tefloti coa#ing. 4) The pot-t in the plug shal] provide a straight through, iull size flow way, so shaped as to eliminate turbu[e�1ce. 5) All waterways shall be smootli and free of burrs or rough areas. Provide ]ead-free curb stops in accordance with the Reduction of Lead in Drinking Water Act. S. Straiglit Adapters a. Brass oastings and threads per AWWA C800 6. Provide lead-free straight adapters in accordance with the Reduction of Lead in Drizaking 'Vl�ater Act. fi. Three Fart Copper Unions a. Brass castings and threads pez° AWWA C80Q b. Provide lead-free Three Part Capper Unions in accordance with the Reduction of Lead in Drinking Water Act. 7. Straight Meter Couplings a. Brass casti�lgs per AWWA C800 b, Threads per AWWA C7U0 c, Tailpiece with outside iron pipe thread d. Chai�nfer corners on th.readed end of �neter nut. e. Machine inside and outside of tai�piece. CITY OF FORT WORTI-I Nonnand�le a[td Las Vegas Iniersection [m�rovements STAN]]ARD COA]S'1'RUCTI02� SAECI�'TCATTON DOCUM�NTS Aroject 1Vu: 1q1591 Re�ised February 14, 2017 Modi�ed Junc 2Q2] 33 12 10 - 9 WATER SEIZVICES 1-INCH TO 2-1NCH Page9af17 % Provide laad-free St�-aight Meter Couplings in accordance with the Reduction of Lead in Drinking Water Act. 8_ Branch Connections a. Brass castings per AWWA C800 b. lnlet and outlet coni�ections per AV�'WA C800 c. Pro�ide lead-free 6ranch connections in aceordance r�vit4i tlie Reduction of Lead in Drinking Water Act. 9. Service 5addles b � a. Castings 1) Brass orNylon coated ductile iroji castings per AWWA C8�D 2) Free of porosity with sharp edges remaved 3) Saddle a) Fonn ta fit firmly against side of maximum diam�ter of water main with appraximately 180 degrees wrap around. 4) Outlet a) Design outlet boss for no threaci distortion by bending maments. b) Tapped for taper threadad corporation stop conforming to AWWA C800. Straps 1) Confarm to ASTM B9S. 2) Form flat to fit uniformly agaiilst the wa�l of the vvater main. 3) SI�all be double straps 4) Rod diameter not �ess than 5/$ u�ch f7attened to 1 inch on one side. 5) Straps shall be threaded 518 inch (11-NG2A) for a distance sueh that'/� inch remaitis after clamp is fully tigl�teiied on the pipe. 6} Chamfer stra� ends to prot�ct th�e starting threads. 7} The threads shall be full and free from shear. 8) 4-inch and larger pipe shall he in accordance with Section 33 12 25. Nuts l ) Bronze material a) Same material as straps 2) Dsmensions equal ta or larger than l�eavy hexagon nuts 3) Tapped 5/8 inch (11-NC-2B) Gaskets 1) Neopren� rubber material 2) Cemented to sad�ile and positioned to facilitate i��stallation 10. Brass Flanged Angle Val�e a. For 1'/2-inch and 2-inch services b. Brass castings per AWWA CSOQ c. Valve Body with integral outlet �ange and iniet wrej�ching flat d. Fit together key and body by turning key and reamii�g body 1) Key witl� O-ring seal seat at the upper �nd 2) Lap ke� aiid body seat are to conform to carporation stop requirements of this Speciiication. 3) The outlet flange shall contain an O-ring seat or a uniforrn £iat drop-in flange gasket surface. 4) Dcop-in flange gasket surface shall contain gaske� retaining grooves milled eircular about the axis of tlze flange. CITY OF FORT WORTH Nornza�tdale and Las Vegas lntersectiou Improvements STANDACtI? CONSTRLICTION SP6CIFICATI03�] DOCUMEI�ITS Projec� iso: IO1591 Revised Fehruary 14, 2017 Modified ,1ur�e 2021 33 1Z 10 - 1Q WAT6R SERVICES I-INCH TQ Z-INCH Page l0 of 17 5) The size of the outlet flanga and the diameter and spacing of tlse bo�t holes shall confarm to A1�VVirA C70Q 6) Th� flange on 2-inch angle valves shall be double drilled to permit conz�ection to 1'/� -incl� ineters. 7} The inlet port af the valve shall be tapered ta conform to AWWA CS00 taper pipe thread. . 8} The key cap shalI include a �vrenchi�ng tee inarked witl� a raised or recessed arrow to show whe�er the valve is open or closed. 9) Valve Assembly (main body, key, key cap) a) Brass inaterial per AWWA C800 b) O-ring seal oii tlie top of the key between the key and body seat c) Key cap shall campleta the assembly by attaching to the key by means of a strong bronze pin with phosphor bronze spring washer{s) depressed between the key cap and YIS� top of the valve main body. d) Provide vvith padlock wings for lockixig the valve in the closed position. e) There shall be a unifonn application ai cald water va1v� �rease between the body and fl�� key. � The valve sIiall be capable of being easily opened and stopping lugs. g} The waterway tlirough the val�e shalt be smoot�i and rounded far minim�m pressure loss, aiid shall be free of b�rrs ar fins. 1�) The �alve shall be strong, welI designed, neat in appearai�ce, water- tight and ezatirely adequate for the intended purpose. i) Pravide with either a high quality rubber drop-iii gasket or an O-ring seal depending �ii the manufacYurer's flange seal surface design choice. e. Pravide lead-fi-ee brass fianged ang.le val�es in accordance with the Reduction of Lead in Dririki��g Water Act. 11. Meter Bo.xes shalI: a. Be coi�structed of: 1) Poly►ner, black po]yethylene material as defned in ASTM D$83. a) Minimu�n wall thickness of3/8-inch throughout witli no blowing agents or foaming plastics b) Body shall be black throughout, blended a# the time of manufactur�, and sha11 have a molded recycled etnblem with a minimum of 35 pere�nt Post Industrial/ Pre Consumer Recycled Content- verified with a Leed Producf Doeumentation. c) Have a tensile strength greater thaiS 17Q0 pounds per square inch {psi). d) Smooth edges ancE eorners and ba free from sharp edg�s so the unit cau be handled safely wi�liout gIoves, e) Exterior free from seams or parting lines. f) Have crush i-esistant rihbing along the outside of the box. g} Have a flange around the lid opening to help prev�nt settling and aide in adjustment to grade. 1�) Nat to be insta�led in roadwa� — designed to withstand loading in nau- deliberate and incidental traf�c on.Iy. 2) Concret� a) Frame ofNo. 6 gauge wire we]ded closed b} Type I or Type II Portland cement, in accordance with ASTM C150, portioned �vit� light�veight aggrega�e, in accordance with ASTM C330 (1 } Percentage of wear not to exceed 4Q per ASTM C 13 ] (2} Mini�num 28 day conipressive strength of 3,000 psi CITY �P 1�ORT WORTI-1 Nonnandnle ai�d Las Vegas InterseGtion ]mproven�ents STAN�ARD CONSTRUCTION SPECIFICATIOT�I pQCUMENTS Projcct Nn: I Ol5yl Revised Pehr�ary 14, 2017 Modified lune 202] 33 12 L0 - 11 WATER 3ERVICES 1-iNCH TO 2-INCH Page 11 aP 17 b. Be able to wiihstand a minimum 15,000 pounds vertical load c. Withstand a minimum 400 pounds sidewall 1oad. d. Have pipe holes measuring a minimum of 2-1L2" x 3-1f4". e. 1-inch Standard Meter Bax (Glass A) 1) Far use with services utilizing 518-inch x'/4-inch, 3/a-inch or 1-inch rneter 5ingle or Dual seivice meter. 2} Polymer a) Size: working of not less than 10 inches x 16 inches, 12 iiiches high 3) Concrete a) Size: working area not less than 10-inches x lb-inches, 12 ir►che5 high f. 2-ii�ch Standard Meter Box {Class C) 1) For use with services u�ilizing 1-1/2-inch or 2-inch Single service meter. 2) Polymer a) Size: working area nof less than 14-incl�es � 28-ij�ches, 12 inches high 3) Concrete a) Size: working area not less tha�} i5-inches x 26-i12-inches, 12 inches high g. Bullhead Standard Metex BUx (Class B} 1) Far use with services utilizing two 5/8-incf� x'/a-inci� or 3/a-inch or 1-inch Siilgle service meter. �) Polymer a) Size: rvorking araa not less than l5-inches x 18-inches, 12 ii�ches high 3) Concr�te a) Size: working area not less than 15-inches x 1&inches, 12 inches high 12. Meter Box Lid a. Meter Box Lids Sha1L• 1) Se solid throughout witI1 reinforcing ribs. 2) Have City of Fort Worth `Molly' loga inol�ed into the lid. 3) Bear the Manufacturer's IS (name or jago) and Couirtry nf Origin. 4) Be designeci both witii anci without AMI receptacles 5) Have a molded tread-plate G) Seat securely and e�enly inside the meter box and sl�all not or+erlap the top edge of the meter box. 7) Have a molded pick bar for use by meter reading tool. S) Have Autoinated Meter Infrastructure (AMI) snap Iocking slide mou��ts for nuinber of rneters/endpoints assaciated with meter box 9) Have au apening to accept the AMl end-point. Opening shall accommodate an endpoint witl� a 1-7/8 inches diameter. 10} Have recessed AMI end point area, to aIleviate a trip hazard, centered over AMI slide mount. Recess area should be 4-112 inches in diamefier and 3/8" deep. 11) Have buiit-in anti-flotation devices. b. Cast Iron or Ductile �ron 1) Lids for Concrete Meter Boxes shal� be constructed out of a cast iron and meei RRF-621 specification. 2) Shall witl}skand a►nu�imum vertica� laad of 15,000 pou��ds 3) Coat castings with a bituminous emulsified asphalt tinless otherwise specifisd in t�e Contract Documents, ground smooth, and cleaned witIi shak blasting, to get a uniform quality free from strength defects and distortions. C1TY OF FORT Vt'ORTH Norm�i�dale aaid Las Vegas Iutersection Improvements STANDARD CONSTRUCTION SP�CIFICATION DOCUMENTS Pro}eci No: ]0159] Re�ised Fehruary SA, 20I7 Modified dune 2D21 33 12 10 - 12 WATGR S�E�VICES 1-INCH TO 2-INCH Pagc l2 of 17 c. 4) Dizn�nsions shall be within iudustry standards of�1/16 ineh per foot. S) Sliall ha�e a plug insei�ted in to the AMI receptaele to avoid water entering through openuig until the ANII receptacle is used 6) Be a minimu�n of 1-3/4 inches thicic at reinforcing ribs. 7) Casting weights may vaiy �S percent from drawing weight pe�• industry standards. Plastic{Composite) 1) The Iid �hal] : a) Constructed of Engine�red Plastic as defined in ASTM D883 2) 3) (1) Have a molded rec�cled �rti6lem with a minimum of Sp percent Post Consutner Recycled and SU petcent Post Itidtistriall Pre Gonsumer Recycled Content- verified with a Leed Praduct Documentation, (2) Be designed to fit a concrete box/cast iron box iu retrofit installations, (3) Have a tensile strength greatei• than ] 700 psi. (4) Have a`knock-out" p�ug to accept the AMI end- point. KYaock-out diameter shall ba 1-7/$ inch diameter. A removable plug may be substit�ated for the knock-out plug. (S} Be constructed o�t o�a compnsite znaterial blend for maxim�am durability and corrosior� resistance. (6) Be black throughout with no blowing agents or foaming plastic.s {7) Smooth edges and corners and be free frorn sharp edges so the unit ca�� be hand�ed safely without gloves. (8) Exterio�• f"ree fram �eam� or parting lines. (9) Have a molded tread-pattern- tread dimensions shall be .188-inch x .938-inch x ,15Q-inch deep. (l0) Ha�e "City of Fort Wartli" moIded into the Iid. (11) Have "Water Meter" molded into the lid- Font sl;all be standard Fadal CNC font vvith 1-ii�ch charaeters x.150-iiich deep. {l2) Have a molded pick hole pocket- dimeusions shall ba 3-incli x 9/16-inch x Th,ru Hole witl� 3/] 6-inch 3U4 staiYzless steel rod. (13 } Have 2 pieces of %z-inch rebar located in lid pockets for locatability as shown i.n Drawings. (14) Have locatio�� capability using meta] detector. b} Domestic Manufacture Only-Mada in USA moldad on Lid. c) Not to be installed in roadway or parking ar�a d) B� designed to withstand H-10 ]oading for noza-deliberate and incidental traffic only as . e) Have ultra�iolet protection. 1-incii Standard Plastic Meter Box Lid {Class A) a) For use with services utiliziz�g 5/8-inch x 3/a-inch, 3/a-inch or 1-inch meter Single or Dual sei�vice meter, b} Size: 1�-7B-inch x 17-7/8-inch, Y-1/2 inches higlZ c} Fpr �se with Class A Stai�dard Meter Box. c3) Palyme�• Iid shall seat evenly inside meter box and shall not overlap the top edge of the meter hox. 2-incli Standard Plastic M�#�r Box Lid (Class C) a) For use with services utilizing 1-1/2-inch or 2-u�ch Siaigle service meter. C[TY OF FORT WORTH Noemandale and Las Vegas 13itersection Improvements STANDARD CQNS`1'RUCTIaN SPECIFICATION DOCUMENTS Project No: I 01591 Revised Fe6ruary 14, 2017 Modiiied June 2021 3312iD-13 WATER SERViGE5 1-iNCH TO 2-1NCH Page !3 of 17 b) Size 27-inches x 15-1/4-inches, �-7Ig 1I1C1105 111�i1 c} For use wifh Glass C Standard Meter Box. d} Polymer 1id shall seat evenly inside meter box and shall i�ot over�ap the top edge of tha meter box. 4) Bullh�ad Standard Plastic Meter Box Lid {Class B) a) For use with services utilizing two 5/8-inch x 3/a-inch or 3/a-inch or 1- inch Single service meter: b) Size: 16-5/8-inch x 1Q�-518-inch, 1-314 inchas liigh c) �'or use with Class B 5tandard Meter Box. d) Po�ymer lid shall seat �venly inside meter bo� and shall not overlap the top edge of the meter box. 13. Horizontal Check Valve a. Equip 1'/z-'rnch and 2-inch Water Services with a horizantal check val�e,. with pipe plug, only if speci�ed in khe Drawings. b. If an existing backflaw �reventer is present, the Contractar is to leave it, and is not required to pra�ide an additional horizontal check valve, c. Provide lead-free horizontal check valves in accardance with tl�e Reduction of Lead in Drinking Water Act. 14. Se�vice Marker a. 3 inch wide, 5�nil blue vinyl tape �.3 ACCESSORIES [NOT IISED] �.4 S�URCE QUALITY CONTROL A. Tests and Inspections 1. At the City's option, th� manufacturer shall be requu'ed to pro�ide certification records showing confonnanee of materials, design and testing to these 5pee ificata ons. 2. The iest procedur�s sl�all canfor�n to AW WA C800. a. I�i the event that a chasen valve fails the City's hydrostatic test, the cost of the test shall be at the expense of the supplier. b. Prooitesting of the remainder af th� valves shall be at the cost and responsibility oithe supplier. c. These tests will be the basis of acceptanc� or rej ection af the remainder of the shipment by the City. 3. The City reserves the right to select products at random for testing. The failure af materials ta conform to the applicable Specification may result ui the rajection of the entire sllipment. B. Marking 1. Service saddle castings shall be clearly marked by letters and nurnerals cast thereon shQwing: a. Manufacturer'� naxne b. Type c. Size of Pipe C1TY OF FOR1' WORTH Normnndale and Las Vegas Intersection Impravements STANDARD CqNSTRUCTION SPLCIFICATIDN DOCUMENTS Arnject No; 1 U 1591 Revised February 14, 2017 Modified Jtine 2421 33 12 10-14 WATER S�1tV[CES 1-INCH TO 2-INCH Page 14 of 17 PaxT � - �a�cuTioN 3.l INSTALLERS A. A licensed plumlaer is required far installations an the autlet side oftltie service meter. 3.2 EXA.MINATIQN [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. G�neral 1. Install V1Water Services and appurtenances in accordance with AWWA C8U0. 2. Install Wa#er 5arvice Lines S feet north or east of center of lot frontage on lots 75 %et or wider, or where shown on Drawings. 3. I�istall VVater Service Lines on lot center Iine oil lats less than 75 feet wide, unless otherwise shown an the Dtawings. 4. InstalI services at a minimum degth of 36 inches below ftnal grade/proposed top of curb, unless otherwise specified in tl�e Contract Documents. S. Perforrrs leak tests ii� accnrdance with Section 33 p4 44. 6. Replace existing 3/a-inch Service Lines with I-inch �sew Service Line, tap, and corparation. 7. Install replaced or relocated services with the service main tap and service line be�ng in line with the ser�ice meter, unless otherwise directed by the City. 8. Excavate, ernbed aud backfil� trenehes in accordance with Section 33 OS 10. B. Handling 1. Haul and distribute Service Lines fittings at �l�e project site and handle with care to avoid darnage. a. Inspect each segment af Service Lir�e and reject or repair any damaged pipe prior to lowering into the trench. b. Do not l�andle t�ie pipe in such a way that wiIl damage the pipe. 2. At tha close of each operating day: a, Keep the pipe elean and free of debris, dirt, aniznals and trash — during and after the laying operation. b. EfFectiveIy seal the open end ofthe pi�e using a gasketed nigl�t cap. C. Service Line Installation Service Taps a. Only ductile iron pipe may be directly tapped. b. Install service fiaps afid/or tap assemblies of tlze speci�ed size as indicated on the Drawings, pr as specified by the Engineer. c. Perfonn #aps on a water system that is ett�ier uncharged ar under pressure. d. Taps consist of: 1) For Cancrete Press�re Pipe or Steel Pipe a) Standard internal pipe threaded lloles in the pipe walls (1) Made during pipe fabrication (2) Provide tapered threaded outlet with cc threads for up to 2-inch, CITY DF FORT WORTFf Nonnandale a:td Las Vegas [ntersectioq Iinproveinents STAI�1DARb CONSTRUCTION SPECIFICATIdN QOCUMEAlTS Project No; [Q1591 Revised February ]4, 2Q17 Modified June 202] 33 12 10 - 15 WATER SERVICES 1-INCH'I'02-I[�CH Page 15 af 17 (3) Pro�ide flaiige outlet with flange to thread insulator adaptor kits for 4-inch and larger taps. 2) Other pipe materials a) Branze service clamp with a sealed, threaded port through which the pipe wall is drilled ta co�r►�lete a service port e. Tap Assemblies 1) Consist of corporation stop with iron to copper connection attached to: a) Copper tubing tenninating as sliown an tl�e City's Standard Detail b) May he required adjaeent �o gate valves c) Iilstall as shown on the Drawings, or as directed by the Engineer. d) When required, shall be included in the unit price bid for installing gate r+al�e. 2} Chlorination and testing purposes a) No separate payment will be made far taps reyuired for testing a�sd chiorination. 2. InstalIation of Water Services a. Install tap at�d Service Lir�e in accordance vvith City Details. b. Install meter box in accardanee with City Details. 1) Adjustment af t�e Service Line ta proper me�er placement height shall be considered as part of the Meter Box installation. 3. Trenching a. Provide a trench widtli suificientiy wide to a�low for 2 inches of granu.lar embedmeut on either �ide of the Service Line. 4. Bored Services a, Services shall be bored utilizing a piIot hole having a ciiameter '/z incli to 3/4 inches larger than the Service Line. 5. Arrangement a. Arrange corporation stops, branches, curb stops, meter spuds, meter boxas and other associate appurtenanees as shown in the City Detail, and to the approvaI of ihe Engineer. 6. Service Marker a. Wl1en Meter Box is not installecl immediately subsequent to service installatioii: 1) Mark Curb Stop �vitl� a strip of blue vinyl tape fas�ened to the end of the service and extendi�ig throu�h the backfill approxiinately 6 inches above ground at the Meter Box location. b. Installation of service taps only: l) Attacl� s�rvice marker tape to the corparation stop or plug and extend upward and normal ta tlie main thraugh the backfill at tlie adjacent trench edge to at least 6 iziches above ground ta flag tlze tap jacation. 7. Corparation stops a. Fully open corporation stop prior to baekiill. D_ Removal of Existing Water Meters Remave, tag and col�ect e�cisting Water Seivice ineter for pickup by the City for recanditioning or replaeemeiit. After iiistallatiau of the Water 5ervice in tl�e prapased location and receip# af a meter from the City iuspector, install the me#er. C1TY Ql� rQRT WORTH Norma��dale �nd Las Vegas lutersectiou ln3proveme�ts STANdARDCOTfSTRUCTION SPECIFIGAT[ON�OCUMEN'1'S Projecl �Vo: l0Y59] Revised February 14, 2D17 ivtodified .lune �0�1 33 l2 10 - l6 WAT�A SERV[CE5 l-]NCH TO 2-INCH Page I G of 17 3. Reset the meter bax as necessary to be f�ush with existing gi•ound or as atherwise directed hy the City. 4. All such work on the outlet side of the service meter shall be performed b� a licensed pl.umber, 3.S REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATTON [NOT USED] 3.7 FTELD [oe] SITE QUALITY CONTROL A. Field Tests a��d Inspecti.ons 1. Check eaoh Water Se�vice installatian for leaks an$ iull flow thro.ugh the curb stop at the time the main is tested in accordauce with �ection 33 04 4Q, 3.8 SY�TEM STARTLTP [NOT i7SED] 3.4 ADJU�TING [NOT USED] 310 CLEANING [NOT USED� 3.11 CLOSEOUT ACTIVITYES [NOT USED] 3.12 PROTECT�ON [NDT USED] 3.13 MAINTENANCE [NOT IISED] 314 ATTACHMENTS [N�T U�ED] END OF SECTION CI"I"'Y OF FORT WORTH Norinandale and [.as Vegas lnterseciiou ]mpro.veanents STANDARD CO?�ISTRUCTIpN SPECIFICATION DpCUMEI�ITS Arojecl Nn: I 01591 Re�isee! February I4, 2017 Modified Jm�e2021 33 12 1Q - 17 WATER SERVICES 1-INCI-1T02-INCH Page i7ofi7 Revisian Log DATB NAME SCJMMARY OF CHANGE Added Blue Text for clarification I.2 A. — Revision to items included in price 6id Specification mod'ified to be in accordance with the Reduction of Lead in Drinking 1 212 0/20 1 2 L�. Johnsan Water Act— All maierials shall be lead free in ancordance with this Act. 1.2.A3 — Water Meter Service Relocate was renamed Water Meter Service Reconnect 1,6.B. — added certi�ication submiktals fvr complia►�ce wifh regulatory requirements Added the phrase `, including grass' to lines; Part 1, 1.2.A.1.c.14, Partl, 12.A.2.c.i3, Part 1, 1.2.A.2.c.13, Part 1,1.2.A.3.c.i l, 2/13/2013 F. Griffin Partl, 1.2.A.4.c.1 L Added the phrase `and replacement' to iine E'art 1,1.2.A.4.c.7 Revised lines wiYh `including grass' replacing with `excludiiig grass (seeding, 4I26I2013 T. Griff�n sodding or hydeomulching paid separately)' Tncluded in P�rt 1, 1.2, A, l, c, l�l; Part j, 1.2, A, 2, c, 13; Part l, 1.2, A, 3, c, 11; Parl 1, 1.2, A, 4, 2, 11 6/1 912 0 1 3 D. Johnsan 1.2.A.4.c — Addition of private water servica a�purtenances relocation ta bein� included in the linear foot rice of rivate water services 1 I/21/2016 W. Norwood Require mefer box suitable far AMl meter. 2.Z,C, ! 1& 2.Z,C,12 1 1/2 1120 1 6 W. Nonvood equire service saddle with tiouble straps. 2.2,C,9,b 2/14l17 W. Narwood z.2, c, 9.a3 Remove tab�e "Fit Contour oFpipe..." 2/1�/17 W. Norwood 3.4, C, l.d.(2) Removc nylon sleeve inserts, require cc threads, CITY OF PORT W012TI-I STANi]AR� COi�STRUCTION SPECIFICATION D[7CUM�NTS Revised February 14, 2017 Normaudale and L�s Vegas Intersection Improvemeirts Project Na: 101591 Modified June 2021 3331SQ-1 SANITAAY SEWER SERVIC� CONNECTIpNS AND SERVICE LINE Fage 1 of 9 2 SECTION 33 31 �0 SANITARY SEWER SERVICE CONNBCTTONS AND SERVICE LIN�. 3 PART 1 � GENER�, 4 1.1 SUMMARY 5 A. Section Includes: 6 7 S 9 10 11 I2 13 14 Sanitary sewer serv�ce conneetion, service line and 2-way cleanout frain the maiz� to the right-of-way, as shovvn o» the Drawu�gs, directed by the Etigineer and specif ed herein far; a. New Ser�ice b. New Setvica (Bored} c, Private Service Relocation d, Service Reinstateinent B. Deviations frnm this Gity of Fort Worth Standard Specification 1. None. l5 C. Related Specification Sections include, but are nat necessarily limited to; 16 1. Division 0-- Bidding Requirements, Contract Forms and Conditions of the Cantraet ! 7 2. Division ]— General Requirements l 8 3. Section 33 OS 1 Q— Utility Trench Excavation, Embedmant and Back�ll 19 4. �actio�t 33 1 S 10 — Ductile Iran Pipe 20 5. �ection 33 11 11 — Ducti�e Iron Fittings 21 6. Section 33 31 20 — Polyvinyl Chloride {PVC) Gra�ity Sanitaiy Sewer Pipe 22 1.� PRICE AND PAYMENT PROCEDi7RE5 23 24 25 26 27 2$ 29 30 3] 32 33 34 35 36 37 38 39 40 4l A. Measurement and Payment 1. New Sewer Ser�ice a. Measurement I) Measuremeut far this Item shall be p�r each "�ewer Service" complete en place. b. Payin�nt 1} T11e work performed and materials fui-��ished in accordance with this Item will be paid for at the unit price hid p�r each "Sewer Service" instaljed for: a} Various sizes c. The price bid shall incluc�e: 1) Fur��ishirY.g and installing New Sanitary Sewer Ser�ice Line as specified by the Drawings 2) Pavement re�no�al 3) Excavatio�� ) Hauling 5) Disposal af e�cess material 6} Tee connection to main 7) Fiftings 8) 2-way cleanout and cap �itl� cancrete pad CITY Qr FORT WORTH Nat7nandale and Las Vegas 1»terseation ]mprovements STANDARD CONSTRUC'TION SPECII�'ICAT[ON DOCUMEN'E"S PE•oject Na: 101591 Revised Apri[ 26, 20[3 Modified June 202i 333150-2 �ANITARY SEWER 5ERVICE CONN�C'I'I03*]5 AI�iQ SERVICE LI[�!C Page 2 of 9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 r� 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 48 49 2 3 9) Surface restoration, excluding grass (seeding, sodding ar hydro-m��ch paid separately} 14) Furnishin.g, placing and campaction af em6edment 11) Furnishing, placing and compaetion of backfill 12} Ciean-up New Ductile Iro3} 5ewer Serv�ce a. Measuremeut 1) Measurernant for this Item shall be per each Ductile jron Sewer Service complete in place. b. Payment 1) The work perFormed and materials furnished in accordance rv�th this Item will be paid for at the unit price bid per each "DIP Sewer Service" installed for: a) Various sizes c. The price bici shall include: 1) Furnisliing and installing New DIP Sanitary Sewer Service Line as specified by the Drawings 2} Pavement removal 3) Exc�avation 4) Hauling 5} Disposal of excess anaterial bj Tee connection to rnain 7) Fittings 8) 2-way cleanout and cap with eoncrete pad 9) Surface restoration, excluding grass {saeding, sadding or hydro-mulch paid separ`ately) 10} Furnishing, placing and campaction of embedinent 11) Furi�ishiug, placing and compaction af backfill 12) Glean-up New Bored Sewer Service a. M�asuremant 1) Measurement for this Item shall be per eacli Bored Sewer Service complate in plaee. b. Payment 1) The work performed and materials furnished in accordance. w�th this Item and measur�d as provided under "Measuremet�t" wili be paid for at the unit price bid per each "Borec3 5ewer 5er�+ice" instal�ed for: a) Variaus sizes b) Various materials c. The price slial] include: I) Furnishing and installing New Sanitary Sewer Service Line as specified by tlie Drav�ings 2} Pa�einent removal 3) Excavation 4) Hauling S} Disposal �f excess material 6} Tee connection to main 7) Ser�ice I,ine 8) Fittings CI7'Y OF FQRT WOR7'T-1 STANBARQ CqNSTRLJCTIOi�i SP�CIPIC�1T30N DOGiIMI.NTS Revised April 26, 2013 Nlodified ]uue 202[ Normnndale a�id Las Vegas I�rtersectinn Improvements Project No: 10] 59l 33 31 50 - 3 SANITARY SEWER SERVICE CONN�CTIONS AND SERVICE L1NE Page 3 of 9 1 2 3 4 5 6 7 8 9 in 1] l2 13 14 lS lb 17 l8 ]9 2Q 2I 22 23 24 25 26 27 28 29 34 31 32 33 34 35 36 37 38 39 40 4I 42 43 44 45 46 47 48 49 4. S 9} 2-way cleanout and cap with concrete pad ] Q) 5uxface restorati.oa� sun�ounding 2-way eleanout 11) Furuisiii»g, placing a�id compactian of embedment and backfill 12) CIean-up Pri�ate Service RelQcatian a. Measuremej�t 1) Measured horizontally along the surface from center line to center line of the fitting, manhole or appurtenance b. Payment 1) The work perforrned and the materials fi.irnisl�ed in accordance with this Item and measur�d as provided under "MeasuremeuY' wilI be paid for at the unit prica bid per linear foot for "Pri�ate Sewer Service" installad For: a) Various sizes bj Various materials c. The price shall include: 1) Obtaiz�ing appropriate Peiznit 2) Obtaining Right of Entry 3) Performii�g relaeation as specified in the Drawings 4) Excavation 5) I-Iauling 6) Disposal of e�cess material 7} Service Line - private side by pluml�er $) Fittings 9) Furnishin.g, pla�iiig and compaction of embe.dmetit 10) Furnishing, placing and compaction af backfill 1 l) Clean-up — surface restoration, excluding grass (seEding, sodding or ]iydra- rnulch paid separately) Sewer Service Reconnection a. Measurement 1) Measurement for this Ttem shall be per eacla "Sewer Servic� Reconnection" complete in place from public service line connection to private service line connection. b. Payinent ]) The work performed in conjunction with the relocation of a sewer ser�ice, associated with private service line, fittings a�id cleanout S feet or less in any direction from tl�e ce�iterline of the existing service lin� and the materials furnished in accordance with this Item wil] be paid for at the unit price per eacl} "Sewer Service, Recon�iection" perfonned for: a) Varinus ser�ice sizes c. The price bid shall include: 1} Private service line 2) Fittings 3) Private connectiou to sewer ser�ice 4) Pavement removal 5) Exeavation 6) Hauling 7} Disposal of excess material 8) Surfaee restoration, excluding grass (s�eding, sodding or l�ydro-mulcli paid separately) C1TY QP rORT WORTH STI�NDARD COI�fSTE2UCTION SPECIF]CATION DOCUMENTS ltevised A�ril 26, 2013 3Vlodi�ed June 202I Narmandale �nd Lns Vegas Intersection lin�rovements ProjecE No: 1QFS91 333l50-4 SANITARY SEWER SERVICE CONN�CTIONS AND SERVICC LINE Fage 4 of 9 l 2 3 4 5 6 7 8 9 lQ 11 12 I3 14 15 16 17 18 19 20 21 22 23 24 2S 26 27 28 29 3� 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 6 7. �� 10) 11} Clean-up 2-way Cleanout a. Measurement 1) Measurement for this Item shall be per each when only a"2-r�uay Cleanout" is installed. �. Payment 1) The work performed and the materials furnisl�ed iii accordance with this Item shall be paid for a� the unit price bid per each "2-way Cleanout" installed For: a) Various sizes b) Various mat�rials c. The ptice bid shall include: 1} Furnishing and installing the 2-way Cleanout and cap as speciiied in Y.he Drawiiigs 2) Pavement removal 3) Concrete pad 4} Surface resioratian, excluding grass (seeding, sodding or lrydro-muich paid separatel�) 5} Hauling 6) Disposal of excess material 7) Furnishing, placing and compactian of backf'iIl 8) Clean-up Ser�ice Reinstatement a. Measuremant 1) Measurement far this Item shall be per each Reinstatement of Service associated with the sewer main being rehabilitated by a trenchless method. b. Payment J) The work performed and ma�erials iurnished in aecordance with this item attd measured as provided uMder "Measurement" will be paid for a# the anit price bid per each "Sewer Service, Reinstatement" for: a) Various sizes c. The price bid sha31 includ�: i) Tap to existing main (if required) 2) Pavement removal 3 ) Excavation 4) Hauling 5} Disposal of e�cess materia� 6) Tee connection #o main '1) Ser�ice line (i�requir�ci) &) Fittings 9) Furnishing, placing and compaction of embedrnent and backfill 10) C�ean-up — surface restoration, excludii�g grass (seeding, sodding or liydra- mulch paid separately}references B. Definitions 1. New 5er�ice a. New service applies ta the �istaIlation of a service with connection to a�iew or existing sewer maiu. CITY OF FORT WORTH STANDARD CONS'CRUCTION 3PECIFICATIaN DOCUMENTS Revised Apri126, 2013 Moditied Tune 2021 Norinandale �uid Las Vegas Inte�Seclion Ininra�einents Project No: 101591 33 �r so -s 5AN7TARY 5EW�R SERVICE COt�1NECT10N5 AND SERVICE LINE Page 5 af 9 b. The se�•�ice materials vvould include service line, fittings and cleanout. 2 3 4 5 6 7 S 4 ia 7r 12 13 I4 15 ]b 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 2. Bared Service a. Bored s�rviee applies to the installation of a service with cannection ta a new or existu�g sewer main including a bore und�r an existing raad, b. The service materials wauld iriclude ser�ice liiie, fittings and cleanout. 3. Private Service Relocation a. Pri�ate servicc� relocation applies to tha rep}acement of the e�cisting sewer sez•�ice line on private property typically associated. with the relocation of the existing main. b. Typical main relocatiaa� will be froin a rear lot easEment or alleX to tha straet. 4. Service Reinstatement a. Service reinstatement applies to the recannectinri of an existing service to an existing main thafi has been reliabilitaied by trencl�less zz�eYliads such as pipe enlargernent {pipe bursting), slip lining ar CIPP. C. Reference Standards 1. Referenee standards cited in this Specification refer to the currant reference standard publisl�ed at the tiine of the latest revisiou date logged at tlse end oithis Specification, unless a date is speci�cally cited. 2. ASTM InternationaI (ASTM): a. ASTM D3034 Standard Speci�cation for Type PSM Poly (Viiiyl Chiaride) (PVC) Sewer Pipe and Fittings b. ASTM D1785 Standard Speci�cation for Poly (Vi�ryl Chloride) (PVC) Plastic Pipe, Schedules 40, $0 and I2Q. e. ASTM D232I Standard Practice %r Underground installation of Therinaplastic Pipe for Sewers and Other Gravity-Flow Applications d. ASTM D2412 �.tandard Test Method for Det�rmination of External Loading Characteristics of Plastic Pzpe by Para11e1-Plate Loading e. ASTM D32I2 Standard Specification for Joints for Drain and Sevver Plastic Pipes Llsing Flexible Elastomeric Seals 3, Texas Commission ou �nvirnnmeiital Quality a. Tit1e 30, Par� I, Chapter 217, Su6chapter C, Rule 217,54 — Criteria fot• Laying Pipe and Rule b. Tit1s 3U, Pari I, Cl�apter 217, Subcl�apter C, 217.55 — Ma�iholes and Related Structures 35 1.3 ADMLNISTRATTVE REQIIrREMENTS 36 A. Sclleduling 37 1. Provide advance notice for service iyaterruptiou to property owner and meet �8 reguirements of Division 0. 39 1.4 SUBMITTALS 40 A. Submittals s.hall be in aecat•dance with Section O1 33 00. 4] B. All submittals shall be appraved by the City prior ta delivery. 42 1.5 ACTION SUSMITTALS/INFORMATIONAL SUBMITTALS 43 A. Product data shall include, if applicable: 44 1. Tee cona�ection or s�ddle C1TY OF PDRT WpRTH Norntanda[e and Las Vegas lutetsection lmprove�nents STANDARD COTlSTRUCTION SP�CIPICATION IIOCUMENTS Projeci 1Va: I 01541 Revised April 26, 2013 Modif"red June 2021 333150-6 SANiTARY' S�WER SERViCE CONNEC`PIONS AND SERVIC� L1N� Page 6 of 4 1 2 3 4 5 2. Fittings (ineluding type of cleanout) 3. Service line B. Certificat�s 1. Furnish an afiidavit certifying that service line and fitti�ags meet the pro�isians of this Section. 6 1.6 CLOSEOUT SUBMITTALS [NOT USED] 7 1.9 MAINTENANCE MATE1tIAL SUBMTTTAL� [NOT USED] 8 L� QUALITY ASSURANCE [NOT USED] 9 1.9 DELIV'ERY, STORAGE, AND HANDLING 10 li ia 13 14 �S 16 17 18 19 20 21 22 23 A. Storage and Handling Requirements 1. Gravity pipe shall be stored anci hand�ed in accordance with the manufacturer's guidelines. 2. Protect all parts such that no damage ar deterioration will occur during a prolonged delay from the time of' shipment until insta�lation is completed and the units and equipment are ready for operation. 3. Protect all equipment and parts against any damage during a prolonged periad at the site. �. Prevent plastic and similar brittle items from being direetly expased to sunlight or extremes in temperature. 5. Secure and maintain a loeation to stare the material in accordance wsth Secfiion Q 1 6b 00. 1.i6 FIELD [STTE] C�NDITIONS [NOT USED] 1.11 WARRANTY [NOT USED] 24 PART � - PRODUCTS 25 26 27 28 29 3Q 31 32 33 3� 35 36 37 �.1 OWNER-FURNI�HED jNOT USED] �..� EQIIIPMENT, PRODUCT TYPES, MATERiALS A. Manufacturers i. Only the manufacturers as listed on the Gity's Standard Products List will be considered as shown i�a Section Ol b0 OQ. a. The manufacturer must comply with this Specificatian a��d related Sections. 2. Any product that is ��ot l�sted on tlis Standard Products List is considered a substitution and shall be submitted in accordance witis Section O1 25 Q0. 3. Tlie services and appurtenances shalI be new and the product of a manufacturer reguLarly engaged in the mailufacturing of serv'rces and appurtenances having similar service anci size. B. MaterialslDes�gn Critea•ia L Ser�ice Line and Fittings (including tee cannections) CITY OF FORT WORTf-1 STANI�ARD CON$TRUCTIOM SP6CIFICATION BOCUMENTS Revised Apri126, 2013 Modified .fuiye 2021 Noemai�dale a�ad i.as Ve�as Intersection Im�rovements Prujecf No: I O1S91 33 31 54 - 7 SANITARY SEWER SERVTCE CONNCCTIONS AND SERVICE LINE Page 7 of 9 1 2 3 4 5 6 7 S 9 ia ii 12 13 14 15 16 ]7 1$ ]9 20 21 22 23 24 2 � 4 a. PVC pipe and fittings on public prapei�ty shall be ii1 accordance with Section 33 31 20. b. PVC pipe and fiitings on private property shall be Schedule 40 in ac�ordance with ASTM D1785. c. Ductile iron pipe and fittings shall be coated with ceramic epoxy in accordance with Section 33 11 1� and Section 33 11 11. Service sadc�Ie a. Service saddles shall only be allowed �hen connecting a new ser�ice ta an existing sanitary sewer main aud shall: 1) Be a 1-piece prefabricated saddle, eith�r polyethylene ar PVC, uvith neoprene gaskat for seaI against main 2} Use saddle to fit outside diam�ter of rnain 3} Use saddle with grooves to retain band clamps 4} Use at least 2 stainless steel bazld clarnps for securing saddles to the inain b. Inserta tees service conneetions may not be used. Cleanout a. Cleanout stack material should be in accordance with City Standard Details or as shaw�s on Drawings. b. Far paved areas, provide a cast iran cleanaut and cast iron lid. c. For unpaved areas, provid� PVC cleanout and palyethylene lid. Coupling a. For c�nnections befween new PVC pipe stub ottt and existing service line, use rubber sleeve cot�plings with stainless steel dauble-band repair sleeves ta cann�ct to the line. 25 2.3 ACCESSORIES [NOT USED] 2b 2.4 SOURCE QUALITY CONTROL [NOT USED] 27 PART 3- EXECUTIQN [NOT USED] 28 3.1 INSTALLERS 29 A. A licensed pluinber is required for installatians of the service line on private property. 30 3.2 EXAMLNATION [N�T USED] 31 3,3 PREPARATION [NOT USED] 32 3.4 INSTALLATION 33 34 35 36 37 38 39 40 41 A. G�neral l. Install servlce lille, fattings and cleanout as specified herein, as specified in Section 33 OS 10 and in accordance with the pipe manufacturer's recommendations. B. Haudling 1. Haul and distribute service lines, fittiy�gs and cleanouts at thc project site and handle with care to avoid damage. a. Inspect each segmeiit of service line and reject oz• repair any damaged pipe prior ta lowerii�g into the trench. 2. Do not handle the pipe in such a v,�ay that wall da�nage the pipe.. CITY OF PDRT WORTH Narmandale �u�d Las Ve�ns lnte.rsaetiou ]s�iprovenients STAIVbARD CONSTRUCTION SP�CIFICATIOIV �OCUMEI�I'C5 Project No; 101591 Revised April 26, 2U13 Modifed Juue 20'11 333150-B SANITAR'Y SEWER SERVIC� G�3�]id�CTIONS Atr1D SERVICE L1NE Page 8 of 9 2 3 4 5 6 7 8 9 ia 11 12 13 l4 15 16 I7 1$ 19 20 21 22 23 24 25 26 27 28 �9 30 31 32 33 34 35 36 37 38 39 40 41 42 �}3 C. Service Line l. 2. 3. Lay service line at a minimum grade of 2 percent, as shawn on City Standard details, or at lines a�id grades as indicated in the Drawings. If service Iine is installed by bore as an alternative to open cut, the cost associated with open cut installation, �uch as pavement removal, trenching, embedment and backfill and pavement patch will not 6e included as part of the bora installation. Excavate and backfill trenches in aceordance with 33 05 10. 4. Embed PVC Pipe in accordance with 33 OS 10. D. Cleanout 1. 2. 3. InstaIl out af trafiic areas such as dri�eways, streets and sidewalks whenever possible. a. When not possible, install cast iron cl�anout stack and eap. Insta112-way cleanaut in non-paved areas in accordance with City Standard Details. Tnsta112-way cleanout in paved areas in accordance with City Standard Details. E. Service line conr�ection to main 1. New service on new or rep�acement main a. Detennine location of �ervice cannectians beiare main installatinn so tlie service fiitings can be install�d during main installation. b. Coiiuect service line to main with a molded or fabricated tee fiiting. 2. Reconnectian to main affier pipe enlargement a. Tapping the existing tnain and installing a strap on tee con�eetian may be useci. b. Allow the new main to reaaver from impnsed stretch before tappiitg and service installation. 1) Fol�ow manufacturer's recommendation for the length of titne neecled. c. Tap main at 45 degree angle to horizontal when possible. 1) Avoid tapping the top of main. d. Extend service line froin inai�s ta prQperty line or easement line before contaecting Co the e�sting set-vice line. 3. New service on existing main a. Connect service line ta main with a molded or faba•icated tee fitting if possible. 6. Tapping the existiug rr►ain and installing a strap on tee conneetion may be used. F. private Service Relocation 1. Requirements for the relocation nf ser�ice line on private property a. A licensed plumber must be usec3 to install service line on private property. b. Obtain permit from the Development Department for war�C on priva#e property. c. Pay for any inspection or permit fees assaciatec� witli work on private property. d. Verifq (by Exploratoxy Excavation of Existing Utilities) �lie elevations at tlie builcking cleanaut and cosnpare to data on the Drawings before beginnii�g service installa�io�s. e. 5ubmit elevation infonnation to the C�ty inspector. f. Verify tlzat the 2 percent slope installation requsrement can be met. 1) If tlie 2 perc�nt slope cannot be met, verify with th� Engineer tllat line may be installed at tlie lesser slope. C17'Y OF FORT WORTH STANB/112D COIVSTRUCTIDN 3PECIFICATION DOCUMENTS Revised April Z6, 2013 Modified June 2021 Nom�andale and Las Vegns ]ntersection Im�rovantents Praject No: 101591 33 37 5� - 9 SANITARY SEWER SERVECE CONNECTiQNS AND SERVICE LINE Page 9 of 9 1 3.5 REPAIR / RESTORATION [NOT USED] 2 3.6 RE-INSTALLATION 3 A. Service Relocation 4 1. All relocations that are not installed as designed or fail to meet the City code shaIl S be reinstalled at the Contractor's expense. 6 3.'� FIELD QUALITY CQNTROL 7 A. Inspections 8 1. Private praperty service line requires approval by the City plumbing inspector 9 before iinal acceptance. I O 3.8 SYSTEM STARTUP [NOT USED] 11 3.9 ADJUSTING [NUT USED] 12 3.10 CLEANING �NOT USED] 13 3.11 CIaQSEOUT ACTIVITIES [NOT USED] 1�4 3.12 PROTECTION [NOT USED] 15 3.13 MAINTENANCE [NOT USED] 16 3.14 ATTACHMENTS [NOT iJSED] 17 18 END OF SECTION Re�ision Log DATE NAME SUMMAAY OF CHANGE Throughout—Deep Sewer Service was removed I.2 — Measurement and Payment Items were revised to include reloca#ion and 12/2012�12 D. Johnson recnnnection; 61ua text was added for guidance in ap�lying the bid ltems; Price bid lists revised to includa clean-out caps, pads and surface restpration. Added the phrase `, including grass' to lines; Part 1, 1.2.A.1.c.9, Partl, 1,2.A.2.c.9, Part 1,1.2,A.S.c.8, Partl, 1.2.A.6.c,4 Added the phrase `- surface restoration, including grass' to ]ines; 2/13/2013 F. Griffn Part 1, ].2.A.�.c.1 l, Part I, 1.2.A.7.10 Removet[ the phrase `surrounding 2-way cfeanaut' fi•om lines; Part l, 1.2.A,.1.c.4, Part I, 1.2.A.2.c.9, Part 1, 1.2.A.6.c.4 Revised lines with `inc[uding grass' replacing with `excluding grass (seeding, sodding or hydromulching paid separately}' 4/2b/20 ] 3 F. Griffin Included in Part I, 1.2, A, l, c, 4; Part ], 1.2, A, 2, c, 9; Par� 1, 1.2, A, 4, c, 1]; Part 1, 1.2, A, 5, c, 8; Part I, 1.2, A, 5, c, 4; Part 1, 1,2, A, 7, c, EO 19 C1TY OF FORT WORTH Narmandale and Las Ve��s lntersection ]mprovements STANDARI7 CQNSTRUCTIOTJ SP�CIFICAT[QN DOCUMENTS Psoject TJo; 101591 Revised April 26, 2013 Modified Jii3�e 2021 APPENDIX GC-6.06.D Minorit� and Woinen Ow�ed Business Enterprise Cotn�aliance GC-6.07 Wage Rates C1TY OF FORT WC3RTH Norniandale and Las Vegas lntersectron Improvemenfs STAi�i�ARD CONSTRL1CPlON SPECIF[CATIpN �OCUM�NTS Pro�ect Ho: 10i591 G�'��o060� l�Iino�Il� �and ��e� Ovv�� ns��ss E��e�°�p�°Ilse �orn�pIl��.ce 'I'�HI�S 1PA�� L�EFT Xl�T��T'I'��llTA.I1�� 1�� CCTY OF FORT WORTH No3•ntandale ��d I,as Vegas Intersection ]mprovements STANDARb CONSTRUCI'ION SPECIFICATIOI� DOCUMG�JTS Projact No: 1Q159] lF�] RT �O RT H -; "'_'y1 1�,�. ' �'H:'..�-il��l` �r/t�i)[:i:i� �C�.�� ;�ii�;��) �ify �� or� Vp.�o�th �lir�er�ity ��asirr�ss En�cerprise �p�cif��ations ��E�IAL INSTF�UCTI�I�� R OI�FE��R� APPL�ICATID[� O� �dL.iCY I# ihe total dolEar vatue uf the contract is $50,00�.09 or more, then a M�� suhaontractin goa.l Is ap licable. RDLICY SYA I ��19 �P�i It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the pracurement of al[ goods and servlces, A!I requirements and regulafions stated in the City's curr�nt Busir�ess diverslty Enterpr[se Ordinance applies to this bid. iV�� *R4�J��' C�Ol�a T'�ie �ity'��P"�!F �oal c, t�,;� pCcaj�'� ��; 10 �'� �f the hA�� uAl� �,��► Efi� e.,�, r.i#. ►! C i 7� :[0 i: i�1�sf1@d {4T ~le.n�� i•••• •1�n� sn llF,e"n�nr ev�;�r�ot �-••••r UciFi 3 id0�@: (� �7C�fl �� BfYCi �� $LI�,"rr? # .`.G� i1� �`'J .`+i Sx. � .. M�=1• ••;� , ,-, ••-� �• M� y�'�tii:za''�n�i Ferm :.�*d a�S� U.L'Iz� ;�ffji Forrn faa Ixa di;:.^r:�tl f�8�415�3wa, C�14A�LIANCE i� �19 ��C1�ICti'i101�S On City contrac#s $50,000.09 or more where a MBE subcantracting goal is applied, Offarors are requlred to comply with the intent of the City's Business Diversity Enterprise brdinance by one of the foliowing: 1. Meet or exceed the abo�e stated MBE gaal through MSE subcontracting partfcipatian, or 2, Meef or excesd the aho�e stated iN�E goal throagh M�E Joink Venture participation, or; 3. Good Fal#h EfFort doc�mentation, or; 4. �rime Waiver docun�entatian. �U�l41fi��►� @F ��f�!lJIFl�D ��CLJM�WiQ►i19P1 The appllcable documents musi be received by #he by #he assigned City of F=ort 1Nort� Project Manager ar Department Qesignee. within the follnwing times allocated, in order �� F"a �ntire �id #� �s cv^sp�+��E r�s�nn�s�ve l'o the soeeiflcattans, Tl��a [.]iie�ror sha�l EMlkll. Ci;K� MF3� doG�.+n�nkfllir�n !z� Ct�F3 �5:if+yrl {:�!}� �i Fnrl V��srkP: P.�l-�� t.'t�n��rxr or I)cpanrrr�n� �?�s�gne[�, A f�xed co�sy t�111 noe bc� �:.ct��e�l. �AI�UR�, i0 CQ�IPLY !NliH iR1� CEl"Y'S �E751iV�S5 DN��2SITY �WTERPRIS� ORpiIVAWC�, lh�I�L RkSEILi IN TH� �1� ��ING C�NSIDCR�D �ION-R�SF�ONSN� i0 SP�ClFICA�IDNS, �AILUR�'f'O SU�MIi'CHE l�EQUI�C] Ni�� OCUM�Ni,�iION WILL ��SLIL� 1N iHE Bld �EITlG COF�SID��D �1DI�-R�SPONSIV�. A S�CQPIG �AILUR� Id1,�l�� R�51lLT IF� �H� ��R�R ��ING �ISQUI�LI�I�D �d�i � P�RIOC? O�' ON� Y�AR. iHR�� AILU[��5 fN A�iV� Y�AR P��IOe WILL �t�SUL� I�I A�1i5Q�lA�II�ICAT'ION P��10� O�' TFi�t�� Y�A�S. l�ny questions, please contact the Offiice of �uslrtess Diversity at (817) 39�-a674. Q�ce of Business �ive�sity �mall: mwbeo#flce@fortworthkexas.go� Re�v.4/61262D Phane: (81 i) 392-2674 Al-['ACHMENT 1A Page 1 of 9 FURT �WORTH �i�y �f ��r� Il�of"�h ��ice ef �u�in�� iversi�y IVYE3E Sub�anfracfi�r�l�u �er� Uiili��fion F�rm. �ailure to com�fate t�is form, in its erttirety wiih requested documenfation, and received by the Purchasing Divisinn no later than 2;Q0 p.m. an ihe second City business day after bid openin�, exclusive of bid opening date, ,w(fI result in #he bid beir�g considered non-responsive to bid speciftcatians. �he undersfgned OfFerar agrees to enter into a forma! agreement witi� the MBE firm(s) listed in this utilizatian schedule, conditioned upon executlar� of a contract with tha City af F'art Worth. 7'he inteniiQna! and/or knnwing misrepreserttatlon of facts Is grounds fior cflnsideratian of disqt�alificafion and wili result in the bid being car�sidereci non-responsive to bid soecifcetions. M�i�s listed tawatd meeting the project goal must be located In the slx (Bj county marketplace at the time of bid nr the business has a 5ign(ficant �usiness presence in the �8arketplace. Marketp[ace is the geographic area of T°arrar�t, �al�as, �enton, Johnsan, �aelcer, and lAlise caunties Prime contractors must identify by tier ievel of all subcantractorslsuppliers, Tler: rriear�s the level of subco�tracti�g below the prime cont�actorlconsuliani i.e. a direct payment from the prirna contractor to a subcorotractor is considered 'Ist tier, a payment by a subeontractor to its supplier is c�nsidered 2"d tier. ihe prime contractor is responsible to provide proof af payrnent of all tiered subcontracfors iden#ifled as a M�E and cflunting those doflars tawards �-neet�ng the contracf committed goaf. ALL M��s Ni[15T �� C�RTIFl�9 ��ORf� CONi�,4Ci .�UVA�t�. Cerii�catian means thase firrr�5, Iocated within fhe Marketpiace, that have been determined to be a bonafide minarity buslr�ess enter�rise by the North Central Texas Regional Certifcation Agency (NCTRCA) and #he Da11as/Fort Worth MinorRty Supplier bevelopment Cauncil (Q/FW MSDC). If hauling servicas are utilized, #he OfFeror will be given credit as fong as the MBL listed awns and operates at leasf one fully Ifcensed and operationa� truck to be u5ed on the contract. The M�� may iease trucks from anoiher MB� firm, including M�3� owner-operated, and rsceive fufl M�� credit. ihe M�E may �ease truc�s from nan-MBEs, including owner-opera#ed, but w3�1 anly recelve credit far the fees and commissions eamed bythe M�� as outlined fn fhe lease aareement. Rev. 2199119 Id�n�ifiy �I1 sub�vn�rac�or�l��ppliers you �ill �se on �hi� pr�je�� FORTWQRTii AFTACHM�NT 1A � Page 2 oF 4 Offerars are rsquired ta identify ALL subconlractorslsuppliers, regardless of status; i.e., �finorlly srr�l no�►�-h1fi�;,. MBE firms are to 6e 11�ted first, use additional sheets If neoessary. Please note lhaf aniy certified MBEs will be counted to meet an MBE goal. N SU�C�NTRAC�ORISUPI'LI�R ° Company Plame 7' � yy " Uetafif �leiail Address E g g SubcQntracting 5upplies qa�lar Amount ielephonel�ax � � E M Work Purchased Etnail r � Contact Person � Gampany,TedlUverezTn�cNMg 1 Trucking $40,OOQ.00 Addrasa: 4906 Oak Hollow (3rend Preirie, 7X 75652 P13one#:{872jB54-7$91 � ❑ FaxB: �872f572-7481 Email: lat rucking @a ry, nel Contact: Ted Ahrarez Jr. Campany: Bean Elacidcal, ��. 1 Fclectracal $167,0�4<0� Addteae: 82A E Enart Ave, Fart �^larth, TX 7614� Phane N: (817}56t 74GU ❑ ❑ _/ • Eax N: Finail: ahawlcins�heaaeleclrlcal.cnm CanEacl; Atsdrow HeWkins Campany_ W, Q. E, 1 Sawing & ��,500•d� Address: S39 Avanue N Seal i ng Grand f'riarie, TX 7Sp5U Phone11:�897j948•6578 � � Fax � (817�89-740D EmaN: cberratt�woeconstructlon.wm Canlad: Chris BaneS Compeny:J.Fi.�aWaBAssoclalea � Stone Masonry �4'� 600��0 r Address: 8600 Cr 301 Terrell, TX 75160 i'hone#{214j480-597d � � � Fax #: (972y682-6194 Email: jrdaWst954QhoVnail,com CantaeL• Jim Qavls Comparry:DenalfSarviaesBTrsnspart .� Aggregates $43,000.00 Address: 3180 Commen�+teallh�Sle. 190 Oa11as, TX 75247 Phone#;�Y54k��-T812 � � Fax #: {294)63a4d79 Email: mark,goberl�]denellservEces.cam Cnntael: Mark Go6ert Campsny: SRH Lendscapas, LLC .� Lanc�scape and yr74�5�V.Q0 Address; 871� @aikwur�h Or I rrigation ballas. TX 75248 Phonalk (214j254-2358 � ❑ / �v Fax ;p: €matL• Jc�sriitrees.ccm COMacI: Jamea Crlswal! Rev. 5I15119 ��'"" �� R'f"I'ACHMENT iA �� Paqe 3 of g Of#erors are raquired to identify ALL subcontractorslsuppiiars, regardless af status; i.e., �fiirw�liy anp non-i4�Es�. P�B� f�rms are to be listed firsf, use addiiional shests if rtecessary. Please note #hat ottly certiiied MB�s wlll k�e �ounted �o meef an MBE goal. - — N - 811�CONTRACTQWSUP�LIER � Gompany Name T � W ° Detail pet�il Adclress i g g Subcontracting 5�pplies ielephonelFax � E � M Woric Purchased ��farAmount kmafl � s Contact Persdn � Company:CammercielMelalyCampanySteel � p�� @r�n'oOn.�h Address: 410U Narlh 635 @ 11 •F��• � U V Wexahachle, TX 76168 Phane #; {g72y936-8500 ❑ ❑ � Fax #: (972}939•9419 Emaif: gana.boyefte�cmacum Conlact: 6ene Bvyelle Gompany: Dallas Llte& 9erricatle � Traffic Control $18,200.0� Addrees: i BRT FoR Wodh Ave. �a11as, TX 7fi208 Phone �!: (214j748•5791 ❑ ❑ � Fex #: (214p4$�3588 Emafl: gsry.lahmael@tllhina.ne! CunWcl: Cary Ishmael CamA�Y �•Co Canslrualfon � Ut[�i�18S $438,400,00 Addresa; P,Q. Bax A88 Springlown, TX 7fi0B2 Phanef�;(877�644-4892 ❑ ❑ / �v Fan �F: (B7T}2q9-4$92 Emsil: alferd�mcpconal.cam Contact AlFotd Main Campany;American3lripinpCampany � pavement �rj2�S�j�.�0 Address: 11551 Fiavenvlew paNas, TX 75253 Ma rki n g s Phane#:{972)557-8565 n � FaK !1: (972y557-4450 i.�J Emell: amarieas�siriping�msn.som Contack Trep Slory Concrete � Ready-Mix $'157,000.00 � � Concre#e � ❑ ❑ Rev. 6115119 FORT i�VOR'�'H � AT7ACHi1AENT iA Page 4 oF 4 Tofial Dollar Amount of M�� Subcor�tractorslSuppliers � 143,350A0 Tofal Dallar Amaunt of Nor��CW�� SubcontractorslSuppfiers ��28�740.�0 T'�TA� eDl�LAFi AiVi�URIT OF ALL SLJ�CaP��'�ACTQ�2�ISU��I�RS � ��72�0 ,0.00 The Qfferor wil� noi make additions, deletions, or substitutions to this certified Eist without the pr�or approval of the �ffice of Business Dfversity through the submitfal of a�eguesfi for Approva! of �hange/�ddifion form. Any unjusti�ed change or deletion sf�all be a material breaah of contract and may resul# in debarment lrt accord with the procedures outlined in the ordinance. The Offeror shall su�mit a detailed explanation of how the reques#ed changeladdiiion or de[etion will affeet the committed M�� goal. If the detaif explanation ls not submitted, it will affect the final compiiance determination. �y afFixing a signature ta this form, ihe Offeror fur�her agrees to provide, directly to #he City upon request, complete and accurate information regarciing actual work pe�Formed by all subcontractars, inciuding MBE(s} and any speclal arrangements with MB�s, The Offerar also agrees to allow an audit andlor exam[nation of any boo�Cs, records and files he{d by their company. 7he Offeror agrees to allaw ihe transmissior� of interviews with owner�, principals, officers, employess and a�plicabEe subcontractorslsuppliers participating on the contract that will substantiate the actual wark perFormed by the MBE�s) on this contract, by an authorized officer or employee of the C�iy. Any intentional and/ar knowing misrepresentation of facts will be gro[ands #or terminating the contract or debarrnent frorn City woric for a period of not (ess than thres (3) years and far initiatirtg action ur�der Federal, State or Locaf laws concerning #alse statements. Any failure to comply with this ordinance creates a material b�-each of the contract and may resuit in a det�rminatian af an IrresponsibEe �fferor antl debarment from part�cipating in City work for a period of fime not less than ans (1j year. � I�r � �--� . �- uthorfzed Signatur� �- — V�4i� " ��ai�..i�114 Title R�bcan, In�. Cpmpany Name � �6� VII. �lo�thw�s� H�y. ,�a��es� ��i�� T�� i 7��0 cicyrse�t�z�p D�p �` Printed Slgnature �7�nny Kil�g Cantact IVameCiltle {if difierent) �97�) �44 - ��3Q Tetephane andlar Fax �stimafiing�rebc�n.com E-mafl Address ��0�20�� oete 0{flce of Buslness C}ivers�ty Email: mwbeoffice�forlwnrthiexas.gov Phone: (817? 392-2674 Ray. 5115l19 F'�RT �!4RTH .�� _ Ci�y o� F �r� �+lorth �inori�y �u�ine�� nferpri�� I�Y�� o�d F�iih ��fior� ��rrn A7TACHMENY7C Page 9 af 4 If the Bfferor's method o# compltance with the M�� goal is 6ased up�n demonstration o� a "good fiaith efForE", the OfFeror will hav� the hurden of correcfily and accu�ately preparing and submittf�g the documentation requirecE by �he �ify. Cvrrtpliance with each iEem, 'i �hxu 91 �elaw, shall sa#isfy the �ood �'aith �ffort requirerr�en# absent proof of fraud, Intentlor�al andlor knowing rrilsrepresentafion of the facts nr intentional discriminatian by ti�e afFerar. �aliu�e to complete qhis form, In its entireiy with supparting documentakfon, and received by the �urchasing �ivision no late� tHan 2:00 p.m. an the second City husiness day after hid opertirtg, exclusi�e ofi bid opening dafe, wiil result in the bid beir�g considered non-responsive to i�id speciflcations. �� !.) Piease list each and every su!bcontrac#ing andlar supplier opportuniky for the completion nf �t� pro�ect, regardless o� whether it is to be provided by a Fi4R�� or� non-MB�C. {�O {�QT LISi NAME5 O� �IRMS] On a!I projects, the Offeror must I�st each subcontracting �nd or supplier opportunity regardless of tler. (Us�s addFiianal sheeis, if necessary} List of Subcantracting Opportunities List af Su�p[ier Opportunities pa�emen# Markings Redi Mix Signs Rebar & Constructian Accessories Utif i��es Aggregate Materi�ls �lectrical �rasion Control iraffic Cantrol Stone Masonry �aiterr�ed 15tam��d Concr�te 5aw & Seal RBv. srlsr�s �If Ehe OfFeror did not mest or exceed the Mf3� sabcontracti�g goal for thls project, the Offeror must compfete th[s form. A77ACHA�ENT 9G �age 2 of 4 2.� Obtain a aurrent (nat rnate tF�an two (�) months old from the bid o�en date} lisfi of AA�� subcontractors �ndlor suppliers fram the City's Offlce of Business Diversliy. l ��I Y�s �at� af Llsting �r�a+zoai ❑ fVo 3.) qid you so�icit pids from 14A�� firms, within the subcontracfing andlnr supplier areas pre�lousiy IisEed, at [eas! te� calendar days ppinr to bid opening by maif, excluslve af the day the bids are opened? � Y�S (If yes, atfach IVEB� mail lis4ing to inolude name o# firm aAd address gnd a dated copy oi letter maifed.) Q No 4�) Did you solic�t bids from MB� firms, tivithin the suhcontracting and�or supplier areas previously listed, at least ten cal�nciar days priQ� to bid np�n'sn� by telephone, excl�rsive af the day the bids are open�d? L�..J Y�� (If yes, attach lisf to include name of �1BE flrm, ersvn cont�,cied, ahone number and dat� and time of aontac#.) ❑ Wo 5.) �id you sollc�t 61ds from All�€ firms, wifhin the s�bacntracting andloesuppfler areas previausly Ilsfed, at ieasE ten calendar days prior to bid opening by facsimile (fa�c), exc.lusive of the day the bids are opened? � Y8s (If yes, attach list to inc[ude name of M BE firn►, fax n�m66r and da�e and kime of contacl. In addition, If tha fax 9s retumed as undeliverabla, than that "unclelfverahfe can�irrnatfop" recelved must t�e pr3nEed directlyfrom the fecsfml[e for praper dacumenta�ioo. Fsilure to submif aonFrmation andtor "undellvera6le confirrnatlon" dacumen#atinn may render khe GF� nomrespansiva,) ❑ No 6.) l�id you sollcit bids from MB� firms, w[t�itr the subcontracting andlor supplier areas pr�e�lously listed, at least ten ca[endar days prior ta bid opening by email, �xclusi►�e of#he day the bids are opened? � YBs (lf yes, atEach emall conflrmation to Include nalne of MB� flrm, date and kTme. In addi�fon, if an emaH is returned as undell�erable, then �haf "unc3aliverable message" reseip# must be printed dlrectlySram the emaf! systetty for proper documentatlon Fallur� to submlt conHrmafian andfor "undeliverable message documentatian may render the GFE non-responsive,� ❑ NO f�{3��: The �our methods identified ab��e are aaaeptable afor soliciting. �ids, and each .selecked m�fhad mus# k�a applied to the applicabfe aonteact. The. �7rft`eror must dncument that either at least two attem�ts were made using two of the faur methods ar tha# at feas� une sucaessfu! cantact was made using ane of the faur metE�ods in order to deemed �spo�nsl�e ta the Cocd �aith �ffart requirement. PdOT�: Yhe 6f�seor mu�t contact the entiP� 14A�� li8t spec�iic to each suhca.ntr�actin� a�d oppnrtun9ty to ba In campllanae with ques�lons 3 Qhru 6. �.) �id you pro�►Ide plans and specifications to potential IVl��s? � Yes � iVo 8.j �id you prevEde the infarmatian regarding #i�e Ivcation ort plans and speclfications In drder #n �sslst tha I��s? � Y�s ❑ Wa Rev. 5I9619 9 ATTACHM�NTIC Page 3 of 4 9.) Did yau �repare a quotation for the M��s to bid on goodslservices s�edfic to their ski�l set? ❑ Yes (If yes, aLtach a11 coAles of quota#ions,) ❑✓ ,�a 9 U.) Was the contact information an any ot the listings not valis�? (If yes, attach the information that was not valfd in arder for the Offlce ot 8uslness Diversily Eo address ❑ Y8S the cprrections needed.) �:..._.._ _�_ J �0 T��i.ir_ Y4=1S VLTv t.:,:.��..... �; ;�.. -'. I �=tl3iN�3""a:. �E IlV`rIC .� 11.)5ubrnit documentation If M�� quotes were rejeated. The documentation submitted should be in ihe forms of an affidavit, incl�de a detalfed explanation of why the �ii�E was rejected and any supparting documentation the Offeror wishes io be considered by the City. In ihe e�ent of a bona flds dispute concerning. quotes, t�e Offerar wil! provide for confidentiai In-camera a.caess to an inspectlnn of any rele►rant documentaYian by Ci4y perrsonnel. Please use addJtlona! sheets, If necessa , arrd aifach.) Cnm any Name Tele hone Corttact Person Sco e of Wor'k Reason for Rejectlon Buyers Bar�icades {817)535-3939 Cole Traffic Control Quote nof low �.� S@BC�IIl� (81i)426-8284 G�y�� Erasion Cantrol Quote not low Gresnscaping (a�7)��7-s2gs Tracy �rasian Contrai Quote not law r4D�l f ION�.� INFORMA�ION: Please pro�ide additiona! information you feel will futfiher expla�n your goad and honest efforts #a abtain M�� par�icipati�n on this projeci. Several MBE conirecmrs we reeched oul to for quotes decidecE npl !a quate. Rebcan solicits MBE subcontractors snd euppllers an s regalar basis, no metter if lhare Is a gaal ar nol. In the subroi#led documenlaHon helow, you wlil see !he liets af eonfacls we usad pdo� lo recalving !he City's lisl o! "MBE's". Rabcon enoouragas afl qualified subs and suppliere, regardless af cla�sNlcellan, lo submN campe111ive quoles. ih� Offieror fiiur�h�r agrees fio provid�, direcfily to fhe Ci#y upon requ��t, cornplete and accurafie inf��m�tian reg�rding actual work periarmed or� ihis canfr�c�, the paymenq �h�r�of and any prop�s�d ch�nges �o fihe o�i��nal arrangemen�s submitted with th9s bid. ihe 8fferar al�o agrees �c� allow an audit andlo� examinafion af any books, reeards and fites held hy �heir company #ha� wil� �ub�tanfiiai� th� ac�u�l r�ork pe�fo�med on this co�traci, by ar� au�hari��d of�ricer �r• employ�e of the City. Any in�entianal anc�lor F�nowing mi�representatiinn e� fiac4s will be g�ound� for #��minating the con#raci or debarmen� �rt►m Cifiy wA�� for a period of nofi I�ss than 4hree (3] �ears and �ar Ini4iating a�tlon undee ��der�1, �iate �r Loeal faws con�e�ning f�lse �fafiemenfis. Any �ailure �o camply with �his ordinance shall �reate a ma�erial breach of con�raet a�d may result in a de�erminaiion of an irrespar�sible �ff��or� and debarm�nt �r�vm pa�ticipafiing in City warEt �or� a perivd of iime nat les� f�an one {1) yea�. l2e�. 619SI79 ATTACHM��i1C Page 4 of 4 Yh� undersigned c�rtifie� �hat the info�maqion pro�ided and th� IV��(s) listed wa�lwere con��c�ed in good �ai�h. If is unde�stood tiha� any l��E{sj li�fied in Attachm�n�'I� �evill be cgntact�d and tih� reasons for n�ofi us�ng �rhem ravill be �erified by fh� Gity's �ffice vf �u�in�ss Di�+ersit : �� --- - � �� Authorized Sigr�� ure - J-'- `p �'rinted Signatu e Vice -� �reside� �anny Krieg �itle Rebcon, Inc. Campany Name 1868 W. Northwest Hwy. Address Dallas 1 iexas 1 ��220 Cityl5�afelZip Contact fVame and Yitle (If dif%rent) (9�2� 444 � �230 tslz� 4a� - az�4 Phone P�umber �'ax I�umber es�imating@rebcon.com �inail Address �1301�0�1 �a�e Office of Business �iversity �rrtall: mwbeofFice@fartworthtexas.gov Phone: (817) 392-267�k Re�. 6195119 Alber't IVliarr�inez From: Jones, Cheryl <CherylJones@fortworthtexas.gov> 5ent: Wednesday, July 14, 2021 7:32 PM io: Alb.ert Martinez �c: zavala, Adrian Subject; LISTING- S Normandale St. and �as Veg�s Trail Improvements Project Attachments; Listinc�_5 f�ormandale St and Las Vegas Trail lmpravem�nts.xlsx Emportance: High Fallow �fp Flag: Follow up F�lag Status: Flagged Hi Albert, Please see the attached MJWBE listing to assist yaur company in seekin$ and utilizing Business Equlty (M/WB�) 5ub- contractars and/or Suppliers for 4�e fisted City of Fart Wor�h funded praJect. The attached listin� is good far 60 days. Therefore, if �idding an future projects within th� nexi 6U days, please utilize the same listing atiached. Please note i# there is a service/supply need requested that is not pravided in the Ilst, it indicates no certified firms available for fhose 5ervices/supply searches. For reference, 7ab 2 titled `RESOURCES', wlll list the commodity cades used to search forthe certified firms. Certified firms may be listed rriare than onc� if they are certified in multipl� commodity codes. If there is a particular firm you believe [s certifled and the name daes not appear on the listing, emalf DV(iV BE�ffice fortwarkhtexas. ov wlth ihe vendar name, and the Business Equity �ivisian sta#f will �erify. Tl�ar�l< you, Cher�i'�T. �one� Business Equiiy Project Coordinator J Business Equity �ivision De�artment of Diversity and Inclusian Ciry of Fart WarEh Hazel Harvey Peace Cent�r B18 Missouri Avenne, Suite 229 Fort Warth, TX 7bi()4 (�� 7) 392-2678 [o€fice] [81'7) x01-7257 (wnrk cell) Chervllones�fortwartht�atas.�o� www.fortwo � xas. ov di�ers� -Inc�uslon buslr�ess-e ui rhe aenr�rtment r�f n,,,P�sftu �nd !nclusion is prinritizing the health and safery of staff, residents, and aur custamers. ln li��r! oj r�}aQ c�rrrer:t s��k� irr G'OVlD ,I9 cases lacally, we are continui►ag to conduct business vlrtua!!y via WebEx, by email, or by ,�hone. ln person meetings w!!! be cansldered an a ccrse by case basrs and a11 parties wlll be expected to comply wirh ihA City and State COV1D 19 scrfety po!!cy forsocia! dis�pnting, fucia! covering, hand woshing, arrd cleanirrg of surftrce areas in comman spaces. We thank you In pdvance for yaur consideraflan. Y'aI1 si�ay safe? Cify of Fort Wor#h - Working together to build a sirong community. �� From: Albert Martinex [r: aff#a:Alhert�re�ac�n.c2�r] 5ent: Friday, 3uiy 9, 2021 i:2D PM Ta: DVIN_8� <pVi�i �EQf#iceCa?tarfworthtexas.sav> Subject: RE: Fart WorEh - 5 Normandale St. and Las Vegas Trail Ir�provemenis Project IC�1L1'170N; Tk�lS ern��l �rriglrr�[ed f�pm puisi�e aF the C�ty of F�rt Worth err�ail syster�, Da nflt tll�k any link9 O� O�en �tt�[hme�5k5 ullless you rer�pgnfTe #h� 5er1dF?r and knaw #i�� eon#ar�t is saFe_ L------._ ._. .. _ . . — �---- -� � ---� -- — — fi2��0� I have attached the form as requested. Thank you, Alber� Martlrrez �rom: Zavala, Adrian <Adrian.Zavala�u fortworthtexas.�ov> Sent; Thursday, Jufy 8, 20216;17 PM To: Albert Marfinez <Aibert�rebcor�.cor�> Subject: RE: �ort Worth - 5 Normandale 5t. and Las Vegas Trail Improvernents Project Fiello: Please fil� �ut tfte attached Reqwest for Listing form. Thank you, Adrian Zadala, B�i, �ICA, EC1�lIC� Contract �ei �i�� Adm�niskrator I Business Bquity Division Depar�rnent flf a�v�rsl�� and I nc�KkSFr�n City of Fort W urtt� Hazel Harvey Feace Center 818 Missouri Av�nu�, Svite �230 Fort Woreh, TX 76104 (81.7) 392-2679 {office) (817) 201-0402 (rvork cell) htt s: www.�ort�c�rtn��xas. ov de artments diversl -in.clusion 7he Departmen# of Diversity and lnclusinn is priorltizfng the health ond safety of st�afj; residents, and our cusiorraers. !n Iight of the current spfke in COVlD 19 cases Ibcaffy, vtre are cantinufng to cor�duct business virtually vta WebEx, by emnll, ar 6y phone. ln person meetings wiil 6e consldered on a case by case basis und a!! partres wiil be expected to comply wl�h the Clty and Staie COVID .Z9 safety pallcy for social distanting, facial coverlrrg, ho�nd washing, and cleaning of surfnce areas fn common spaces. We thank you in advance for yaur canslderatron. Y'a!! stay safe! Cif�� 'Fo�l Warth — WopkYng dvgethet° to 6ui1�1 n strorrg community. k'(��' �o� �� From: Albert Martinez rr�ailto,AlberY rebcon.co ] Sent: Thursday, July 8, 20z]. 3;42 PM 7'a: DVIN_BE <Dl/I.N_BEDfifiae@for�worthtexas.�av> Subject, Fort Worth - S Normandale 5t, and l,as Vegas Trail Improvements ProJect ��AlJ77tl'J' ��as �mall orlgina#�d From ouk�l�e af the Ci+y of Fqrt +,+�orth emall sy#[em, pp n4! �3ldc any Ilnks or ope�� l#achmertts un�ess ypu rer.ognl�� ;he �e�d�r and know lhe conten� IS s�fe. Hella, I am r�questing MBf subcontracto�'s and suppliers for t�e 5 I�ormandafe St, and Las Vegas Trail Improvernents project tn�t ��ds o� �/1�./zaza.. MB� Contraciflrs far the fallowing work is needed. e Utilltles o Water o Wastewater o Storm Drain � Pavement Marlcings � Signs g Roadway Iliumination e Landscap�/ Nardscape/ lrrigatinn o i"raffic Control 0 5aw & Sea! � Colored & Starnped Concrete MBE Suppliers for the following rrtaterials is needed. • Concrete � Rebar e I.ime o Cement I �ppreci�te the help, Thanlc you, Albert Martinez Rebcon, Ii�.c. I RtiR 1�ti'. t;or :l�west Higliway 01��, �r{ ,u� ��2ao 0: (972) 444 — 8234 F: (972} 444 —$234 C: (469) 704 - 5291 � � �, �� U m�, Y�@ N L YJ � � a y ? ,t, � p u/ry •� � o ,� p m � N , L �. '�' p y� r Y�LI N V �� D� p W G"� N .L "� m a�'> E C c m L�-� y�' � C S°1 cri ',3s a'- c�—ii. �� -� �' F� L � � ��v � 'r� Tg L C��„� r�,1 �� n D �n v v o� m M1 h .� � �^ �� N R� Fn � j u!` .0 y� G N ti L N � � N f0 ,r y,� 'y Y7. � � �J Sy �� y G G[O �i n 4! 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JoqoaT,andacspe3�1&Istaneoce & Delign, Ina (9T2) fi36�021! 7l1S12421 1:58 PM KI?AY,eedscepes,Lf�. �'l14)�331 aSIU�- . �7t15126x1 1:59pM PRI.dadsPapiaK Inc, (472)353-2253 7115l2p21 2:ppPM RollndkppLdadscapiny Ina {214} 824-7038 7/15/2021 2;O1 PM �pdnkterT?sslgns&Move (4T2)4949b9S 7ll5i�U2t 2:fl3PM '1'exaa Bnviranman[al Maiwgemenl (9AQ) 44S 3407� 7/SSr`19�1 - 2:W nM Sup �ip e�s CampaayName FaxNumber �eie 'Clme 'Blg p �onarcla ,(SS72) 306-827U 7112J262J 3;92PM Cepa Canarotn (464) �D2�58q0 7f12P2D21 3:OA PAS Qpwlown Rcdi Mlx �(Bi9�) 759-1?I6 7112121Y�'l 9:45 PM 7etusalemCarparatinn (9'�2)42Z•4864 TIl?12021 3:04PM LE141�:DCopsleucAonSOrvl¢aa (21�577�?,�U 7}12h021 3:OBPhs ��r��C��,.� ,�,'I�i�l' ��'��[ � €.F�:t 1.�.1'i.t;`i FVL�� 1{11;i•,',��;3�;��LJ1'�'I.lj�.l , I�Ibe�i i4�ar�ir�e� . Frotri: Albert MArtinez ��t: Monday, July 92, 20�1�2.37 PM ��,I�� Fvtt Warth - S f�o�rnandale S#, ar�d Las Vegas 7rail Improvements iiello, R�bcon, lnc., is bldding an the Fort WorE� -- S. Narmandale St, and �as Vegas Traif Improvernehts praJect that blds �n 7/22/2021, TF�Is fs a fnrmal request far a quc�te from yaur company. A quQte Is needed fortf�e follawing item scope: Ftebar F�r more informatian on this project, ynu can look at tF�e 11nk below for the plans and specificatiaris, htt .s; ww�r,dro box.cam sh h 2lfcxwx8h xvi AAA aQl9pmbfFuila Xxi76La7d1=0 ]F yau have ar�y questfons, please �irect them to either Dan+�y Krleg {dannvf�rebcon.eom,y or myself. �Iease SEnd quotesto estimatir��L�rebcon.cam Thank you, Albert Martinez Rebaon, Inc, 1865 W. No�:l��vest Hi�liwa.�� Dal1�, Tex�s 7522� O; (972) 444 — S'�30 F: (972} 444 — 8234 C; (469) 704 - 5291 �lber� �Vllls�l��x ��'orr�; Aibert Martinex Sent: Monday, July 1�, �0�1 2;38 PM 5ul�jec�; Fort Wor�h - S Norrrsandale St. and Las Vegas 7rall �mpravements �Eello, Rebcon, fnc., Is btdding on fihe Fort Warth �5, �kprmandale St, and Las Veg�s Trafl Impravem�rrts praJect tihat bl�s or� 7/z2/2D21. �'his Is a fo�mal request fvr a quote from yaur company, R qUat� Is n�eded for the following scope of work; Traffic Control For more fnforrnation on this p�oject, you can look at the lknk helaw for the plans and speciflcations, h'� s: www,dro box.ca h h�1 c wx h xv7 AAA aC�f9Pmt�1FU1Ga . zI76L�?d{CO iF you have any questions, please dlreet them to either Danr�y Krieg (d�nnl+�re{�con.comj or myself, Please 5end quatesto estimatina�rebGon�,com Thank you, Albert Martlnez ....,.^ .._ .R'a�'Tnc,— � 1�58 W, N�xtl.awe�t I�f gh�v�y �7aSl�..s,'x'ex�.v 7522a a; (972) 444 -- 823d F� (�72) 444 -��4 c: (�4b9) 7Q4 � 5291 �Ib��rt i1��t��t�� ra�; Albert M�rtf�ez Senf: Mottday, July 92, 20�1 2,39 PM �u�)�� Fort Worth � 5 N�rmandale St, and Las Vegas 7r�il Improvements Hello, Rebcon, Inc,, Is �idding an the Fort Worth � 5, Normandale st, and �as Vegas Trail Improv�men�s pro�ect th�t hlds on 7J22/20�1, This Is a formal request far a quo�e from your cotnpany. A quflte Ia needed for t�e fo�fow;n� scop� nf work: Landaaape �ar mare inFarmatloh Qn this proje�t, you can laok at the I#nk �elow �for the plans a�d specificatlons. ht� s: www,d o box.com sh cxwx8h'xv7 AAA �019�m[71�U1I zi76La"�dl=Q IF you have any questions, pl�ase direct thern to either Danny Kri�g ��annyu�rebcQ�,�am} ormyseif, � please Send quo�es to estlrnatin�,�r�b�a�t.acsm 7hank yau, Afbert M�rtinez Rebaoz�, Inc, � 86 B i�. N�rtl�w�br� �Txgllw�y. D��,�:s, T��a� 7�220 O; (972) 444 —$230 F: (972� �f. � 8�34 C; (46�) 704 - 5291 ��b�r� RlQ�r�ine� - �rom: Alber� Martlnez Sent: Mnnday, July 1�, 2A21 2:4D �M subjec�: ��rt Wor#h - s I�armandal� St, and I.,as Vegas Trafi 1m�rovements Hella, Re�cnnF lnc,, Is bidding on the �or� Worth t5, Normandals St. and las Vegas Tr�II lrnprovements project that blds nn 7/22/�02�.'Fhis Is a formal request far a qt�nte from yaur,cnmpany, A quo�e is needed f�r �he fallowing scape of work: adement iwarhin s For more infarrnatlan an �hfs p�oject, you can #�ok �t the link bekow far the plans and speclffcatfons. ht�s:/lwww.��c��bax.co�rr��h�hq2lfcxwx�xv7 AA,��a019pmbI�U.11aQ}Cxi76�?d �o I� you have any quest[ons, please direc� them to eiti�er Dant�y i{r'isg dan� �'eper�n��omj nr myself. Please 5end quates ko estlmatin�@r�b�nn.cnm Thank you, Al�ert Ma rtlnez Re�bcon, In�. 1865 'UV'� Nor. Fl�west �Ti�l�w�y Dal.l�.s, 'I"�x�.� '�5220 O: {972) 444 — 8230 �: t972) �44 — �234 C; (469} 704 - �29 � .+�fbe� iV�ar�inez ��`�� Albet� Mar�inax Sent: Mond�y,lufy 1�, 202� 2;42 pivl 5ubjet�t Fo�t Wartf� - 5 Norm�nd�le St, and Las Vegas 7ra11 Improvemenfis Hello, �ebcon, �nc,, is biddirrg amthe �ort Wnrkh o 5, h[nrmandale 5�, and Las Vegas Trail Improveme�ts praject tha�C blds on 7/7�/��21,1'�Is �s a forrnal request for a qyote from your cornpany, A quoke ls needed fn� tl�e F�Ilowing item scope; Conarete For more informaxion o� this �roject, you can iook at the 13nk b�low for th� �lan� and speciffeatlons, �t� s: ww+�v,dro�ba�_c, m sh h 2lfcxwx� xv7 A aC719Pm�I�U�la4Xzi75la?d1-0 I� yau h�ve any ques#Inns, please direct Chem ta efthsr Danny Kri�g �dann �hcon,com� or myself. Please 5end quotesta.�s�Imatfn�C�rebcon,com Thank yau, Albert M��tlnez � Rebnn�, It�c, T �5� W, N��w�s� Hi��wa� �3�llas, Te�s�.� 7522U Ot (972) 4� � 8230 F; (972) 444 — 8234 C, (469j 70� � 5291 �I�� MUNar�in�a �ro�c Al��rt Marklr�ex Sent: Mondayr luly 1x, 2421 2�4�4 pM 5u�jsct: � �ar� Warth - S Normandale 5t. �t1d Las V�gas Trail Improvements Hellv, �ebc�n� 1nc,, is bldding an the fort Wat`th -- s, Norrnar�dal� 5t. and Las Vegas Tralf Im�rovements pro��c� tha� bids on 7/22/2U2�., This Is � fr��mal requ�st for a quot� from your company. A quote Is need�d f�t' th� followln� scape of wnrk: Ut#liti�s �ar �nore informatian on thls praJect, you �an loolc �t the link befvw far the plans and specificatlans, httns:l.l�+ww,dro�_�2�4,camis lhp�,lfcxv,rx8h xv7`IAAApaok�pm�IFu�la{,�xz�61.a?d1�0 IF you have any qu�stlans, piease direct #hem �o eit�er Danny Kri�g jdan€�v@rebcon,com) or myselP, Please 5end quat�s ta �stlrnatin��re�cnn.cor� , Thank you, Alb�rt Martinez R.eboan, �nc. � 186� �Y, ha�irt�w�st�-7i�way Uaflas, x'ezcas 75��0 O, (9'72) 444 � 8230 F: (�72) 444 —�2�4 C; (469) 7Q4 � 5291 75a�91a2oa x��NS�CTr�N ��0�� a�/o� ��/�2I2��/�a� 03;10 �� FA� ( �'� J _ Up1, SUL/�8 $03s�A0E�kd 7,1,469$2tl77 M�..__ -'� CO�S�TIM�k�4CsS biF1M4RY4x�bT0^�t�SPON'SE_� ^._._^ 9$65 �t�� FCtLLOF1zNG �.��c.� �nvzA �a� �� s��r�. _�,�... ..�._ � �i�AS� GiV� 'T�xS '��A[+T�AC�TON R��OR�' �'b S$�p�� A�ept A+iartin�r Froan � Albe�t Mttrtin�z � Morlday, ,lufy 1�, 202 i• 2�� pM �u�� art W4rth - 5 Normandale 5t, and [.�� y�ga�s Trail �mprnvement� �lellu, RBHcon, lnc., Is 6lddfng p�►i#}e Fo1R yyaF�h-- $, Narmandafa St, 0nd L�s Ve$es TraSl fm�truyem�YftS pl'oj�tt th�C blds on 71ZZf2ozi. Thls Is a fnrm�[ requ�st� F�r a quot� {�m your cornpany, A quqt� Is n��d�d fisr t�� follawing ltern scape: � r �'urtrlore Inf4rrth�klan on thts prp]��, yqu c�i� loG4t at tE�� Iltsk lr�law f�rr the platl� �rid speclitc�tlon5, tt : wWw,dro 7 AqA p]5p tl I l�61 d� IF ydUhave�ny qu�stippS, please ��ract tl�em tn �Ither [3anny I(rCeg �da n'�re Ka ,�a nr�yS#If, Pl��se 5�ttd qliOtP.� tu a:siimat]n�ef� re 6cnn.cnm T%ank youF Alb�rt i��rtlnez �e�coxa, �xic. 166 � W, Nazt�west �g�way .D��1ms, T�ss 7522p o; (9i�) �44 -- 8234 �: �9'72) A�d�d .- �z�� c; ��y �o� � �� i � 75��4200 ��SACT�b� RE�Q�� A�/o� �UZ/�Z/2tl2�/�0� D�:�7 pM �` A X ( T 7� ) _.....�... --� - --- OE}1 DUL/Z2 gD3�05pM 8177S9i��j,6�� C��'m�M� p�� 7�d0�RYQ��N0�RD9PON9S THE S�OZL,OWXDY� �3AxA �qC7T,ri NO'T BE SEN'�. PL�Y�,SE �Sii� TI�z5 TYiAIV'SACTIO�T �iEP4R'� '�0 S�NI��R, �`YL� 9877, , �Ib��C iNart�n�x � �rarnt Albberk Mertlnez 9en� Manday, juiy 1�, 2021 2:A2 PM � 9u�t� �dr� W�}rkh -��lorma[l�iaf e St� and ].� Vegas Truil frttprove;nent� ; H�ifn, Rabcon, Gn�., !a 6idding an tf�e pott Wprth —�, Harm�ndal� St. and l.gs vegas i'ral! Impro�+�arnants prnj�t tha�t bid� an 7/2zJ2421, 71�Is Ig g torrna! request for a quot� �qm yvur c�mprny. A pa��a �s �s�da� #�r �h� fdflcwm� t�err� s�pe:,c�� r mnra Irtfarmat�vn an thls prnj�ctf ynu cen (nak at �e link ��low tortne pEans and ape�tflGetivns, htkb�Jhuw��dr�n�l�ax,txrn7l�it1hcf2��8Jtisc+r7lAA�t�atl19Prn43T�U] le[i7(zi76La?d1�0, I� yoy haye any ques�luns, pleas�a direct fhem {p etkh�r Danny Krfss i � rehc co or rnyseif. Pleuae 5and quaSes Ca aatlh78Linr��{��,}��grn 7ltankyou, Albert Mertln�x �tebeon, ina. 1 �88 W. I�otixt��t I�iB�►va3' n��s, x�� sxz� c�: �7z� aa� � aasa �; (��z� a�t � ��a c; �a��} 7t� - �� 7�Q49X0240 ��ANS�CT�� RE�D�T �,Ox/�� v�t��/za�i/�oN b3:za �� xt�x) # DA�� STAR� T� R�C�xV�R —. 40� ��JS2 as¢��FM�6174300ogA � �KE r�br,z,ow�r��bpmx Gc�r��,n rTo� �r,.��s� c�rv� THTS �r�t�,�rs�c�rzo� 40M.��MB PA4S TXP�INOT� ��_ .M�MORY HO AF19PD�SP g� s�rrx, Rk3P�It�' TQ �5E�1'1��Tt, Alb�� iNart�it� � �ror� AlbeTfi ]4lartinez Sanfi Mtlnd�y, July 92, �021 2;A4 �M 5��1�1 Fart warth � s Normandpl� st, and lns V�� tr�lf Itnprnvsmvnt� ii��bi �ebc�n, f nc., Is bldding on the For� �Vorth � 5, N�rrr,anda�le 3t. �nd Las vegas Tral� �mprovements �roJe�t that bids an �f 22J2Q��;, 'thi9 Is a'C+o�'tY1q1 raqk�est inr a qu4te f�pm yaur compa�y, A qu�#� IS tle�dad fnr#he FQ[lawing stops af wnric; utllkios For rnnC� Ir�fnrm�tl�r1 c�n thia prn�Qet, ypu t�l� lbok �i the Ilnk belaw fe�t thm pa�ns �nd spe�f�i�atfans, h ,d a h 7 F l�U �G I� yrou have �ny questlan�, Rlease dlract thsm to ei�hsr Danny Krf�� dannv en.�oml �r myse!#, Please 5en�1 quoEes ta � maeins�re�aenn.c�m 7fiank yq�, Albert Mg[Cin�x T�eboon, Tt�� is68 w.1+1'q��wastHighw�y DnI]�, �'ex�s 75�0 0� (972) d4� -- 823a �! ��77.j A�44 � 8234� Cr (��9j 7�4 - 5�51 �'�IL$ 9975 x 75Q�910�00 TR�N5��I�� ORT �.a�/a� �u�/X�/202�/M�N 03;21 �� F�x ( mx ) .. -- _ __._ ooi x�rul�2 �a��ex�� eae�eiio�7' �o��'x�t� r,noa b1�M0A'XOTgBUSY 'I'H%7 �'O�LOS�TI�CY DATA CdUL]� �Ib'z` F3� SEPY'!` . ��,�s� �rv� �cxrs ��ar��.�c�rx�� x��x xo s�Nn��, �xn� �aba r�1�� r��tl�� ro�t: 111hurt MarFinez 5�� Mar�r�+, Juiy 12, 2d212�3� PM ' Su�ja� Gart Worth - S Narmgndal0 5� �nd L�s V��s 7«!i Itn�SPavemeltRs : if elEo, ftelxa�l, In�., is bitidin� nn th� �rt SNnrth y s, No►mandal� St, and Les Veg�s 7r�1! lm�rbve�nents proJec� that bid5 an '7J��./202�. Thl� is � forma! req�st far � qubce from yaur �ompany, A quate �s n�ded far ltr� hallawlnB scape of wnrk; �sa� For m�ra Informatian nn thks prn�ett, y[su can Indk gt th�a Ilnk 6elaw fa�'tl�� pla�ns �nd apeall'isetlat�g. tt = x5h AAA 01 P Lf1 g� B �+ fF you hg+re any qUesttnns� p(��e dlr��r� ta glthe� �annY Krleg (dan�v r�b�on.co►n1 Qp myselP. ` Ale�s� ��d �untms ko �s�lmatl�re�ar� �t�r ihernk yau, AIt7d!'t Martfrtaz ' �vbaon, �s. ��68 W, No�tkarv�st �;w� b�.las�, �'�� 752,�0 0, (972) �44�4 — 8�30 �'; (97z) 4+�} T S�� , (�469) y0�4 � 5299 � 750�910�00 TR��S��T�O� �E��RT P,a�I01 ��(xx�, ��I��Izoz�IMo� aa;z� �� -- �.._.w.._. �...�. # 19AT� SThRT 'S� RE�C�XV$R COM�TIM�F QAtl� TYk'�/N4TF1 .._ �`SI,E Q(1], J[lX,/Y12 03cQ4P� A69842B480�~�—� Y..�� ^,.� Di�MORx gII6Y �^� 987Q T�� k'f}LLOW��G 1],AZ'A CQUL17 IV'tlT �E S�t�]''i', PL�AS� ��V� THTS TR]�1VSAC'i`20N �'i��Cl�t',L' m0 SENT]�I�, �ib�r# l�lf�rrfne� ��°'TM Albcrt �art?nez �5arr� Manday, J41y 7� 2q�;17;�� PM �b�� KnrtWnrth • s n��rmande�la St, and I.�s Vegas Trail Improvmme�lts N211�, Rebcnn, InC„ I5 bldding an the �rrt YVo1�M , 5, N4rmanda I� St and �es Veg�� 11 Improveril�nts �tr�j��t th�t bids p�n 7%22J�2S. 7�f� !� � farrna! r�pues� f�r a quat� from yauw comp�ny, A qunt� [s ne�da� t'ur �h�a f�llavring iteh� scope: ncrBte Fvr mo�� nfnrmatlon o� this �raj�ct, ypu ran loqk at t�ts llnk belpw for the pf�ns �n� �ppclflr.�tksng. �: ,drn b s h �' ❑� P IF I � 76L 7d1= I� you Ngve any questians, p[e�se d1re� Ehem to �iiher Dsnpy KCI�� {�,�n,��qn.�nrnl ar mysslP, Pteasc Sand quakes #o estl n,�am 7he�rk you, J�I trere M a rdr►�x �6ao�a, J[�. 1866 �V, No�west �t�w�y . DaLlasf �`exas 7522Q �: (9�72j A�4-- 823A Fr (�72y 44A �- �234 �: �46�) 7Q4 - 529� � 7$��9�02b0 TR��C�� .OZ/01 ��/�2/2021/M�N 03:2� �� X(��) # PA�� s�As� �� RSCEiY�R aPM,�iM� PA6� TYP�/No.TE— —� OOl ,7UL/1Z 03 1Zk'RQ 7085967100y�.,�� —_ --- M�MOkX �U'97C mHE �'0�,7,bWTrICy AA`�A COU'I,U Np'Z' BE SENT � � PLEA�� GZ'V'� ��x5 i'1iAI�8AC'.['ZOrI' �t�,FaRT �0 ��ND�it. Alkt�tt 1��r#inez - .�,.. Rraan: Ali��r! Ma�tfriez � Morxlay, Ja1Y 12� 2Q2i 2;4� PM 5�+ia�� Fc�rt YJprth - S Normandale 5i. and Les Veg�g Tr�j! I[nptnv$mdnt� H�li+q, F�ebcan, Inc�, �s bldding on the Fqt� Wnrth w S. Nomt�tul�le 5t and ies ve�ds 1'rall Imprr�y�rneptn prpjs�t th�c 6fds an 7J22J2��.�,. This Ig n fa�nal raquast ibr � qu4tQ fr�m Yo�r cnmpany. A quat� I� need�� fnrt�� fallcwf�� sc4pe of +�4►kr utlr�es ��r rnnre [nfartnat[n� Qrr thls pr�Jpct, Ynu c�n la�k �t [#�� Il�k defnw F�P tha �I�ns ��d sp�c�ilc�tlat��, }� s: . a bo f�bvxBhlxv7/Al�h�a�19�+mDfF�l1��oXt175La'�d�=Q I� yau beve �riy questinns, p2��e dlrec� them tn �lth�r p�nhy Krieg f�npv� rehcon,�,pr�5 ar mySelP. P�leas� 3end qunk�� to ,£�.tl�i�l�4�� . Thank you, Alban Martlrt�� etl4o�, ina. I $6a �• �IUa'tb,vr�sk Hig�lvusy �aites, �'a�as 75�2� o� (9'72) ��4 -� 82�v F� (972y 944 ��z�! C: �d�s9} 7i1� � 5297 SX14A 9876 � 7504.9�p�04 �R��CT�o� ��p�� ,0�/0� �U�/h2f2021/M0� 03;28 �M �.�� 901 J'UL/12 g09s�1,0YM 9A0479�409�TM- �x� Eo��o�rx�� b,�rp Gov�n r�o� PT�EASE U"�'sl� '�Fi�� 'T`R�I+7�ACxx��T Caii,'�iM� pAd� TYpk/�0�'�' ,--..—._.--... �, M�MORY HI��1i B� S�NT, RF�O'R�' '�C] SEN17��, �Ilb,ar� Ik��'�inea ' ��anr: Al4g�i Mar�n�x 5�tq Motxfay,luly ��, �0�1 z:44 �M S4�bjectr �art work(t - 5 Normgnd�le S�, �rKi l..a� v�ga� i'ra91 �mprcrr�menks FlelfQ, � Rahson� ina, Is hldding on the F41't Wbrtf1 ^ 5. �jarntaridgl� St, �ffld idd V��fBg Trall lmprnv�m�nEs projact t�at bfdg nn ylZ2C�px�, 7t�ts ts a form�l rsquas��nre qunteirom yourc�mpany. ,4 quc�t� [9 �s�d�d for #ha fallawil�6 �sop� oit+rork; t3J,�tftlas �or mQfe Inf+�rmatlqn dst thls prnJect, yau a�n f�onk at tlt� Ilnk 6elaw far kh� �lslta and sp�elfi�.ldns, httns.11www.drup�nx ea�n/�h1hg�,�lAM�ffC119Prnf7lFli�leClX�ii5L�7df�0 l� yau hays any quesiians, pfease direct t�,em t� �tth�r o�nrfy Krie� �d i c ar rnyself� P I e�se 5�nd q uates to �a� n��rebcon,�nm , Tf�ersk you, AI6e� Martlrtez �,nb��, Uda. �gd$ W, Nait�w��t�igktrksy ' ?�11�t T��a '7�x�4 0; t�72) 444 � 8230 F: (972j �¢ -- �234 C: (46�j 704 � SZ�1 �xx� 997�4 : 750�910�OQ �R��C�� RE�� 0�/01 ��Z11512p21/�� 02:�3 �� BRQADGAST bAx� BTART x� RSC�IV�� COM,mz�� pA�� fiX��/NOT� � �7pi/18 Q1�t"��P.M $7,724AS497 --- . . � � M�b1oRX ki0 R�SF'oN�F] O�t54Pk1 8172�E5L31 �� 'MEMORX Ni1 RE��+qNSE Q1c58SM 98giS1�077 .._._ .�....� m M�NORY....- Bi13Y Oli87PM 8172756b9a �� O�OI�U4 ^ ME�ORY � N0 R&�POMSH D1 t 5$]P�! q7263607,17.^� 0: DO t 26 � MRMORX^^ Ot{ ^^^ � 0! �59Pk! 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Y lJ '� m ,� i �+ 4 � n � Omr1 W i � � � � Alh�r� f�artinea �rom: Microsoft Outiook �o: sprinklerdesignandmow@gmail.cam �ent: Thursda.y, July � 5, 242t 1:59 PM Subject: Undeliverable: Fort Worth - S Normandale St and Las Vegas Trail Improvements � �_a. ._- _ ; Your message io sp�inklerdesignandrr��wl��c��r�aiLcom couldn'# be de�ivered, �prina iPrdes�qnandmovu wasn'� found at gm�il.�car�. sprinbclerdesignandmo. . �1lberi OfFi�e �� . AeY'tan fieq�e::dd E2eci�ient unkl�ouyn 1"� ad�D:ess HOW t0 �IX I'� The address may be misspellec� or may not exist. Try one ar more af the following: Send fii�e message again fatlowing these steps: In Outloofc, open this non-delive�y report (NDR) and thoos� S�nd �,gairt from the Report ribbon, !n Outlook on the web, sel�ct this NDR, then select the lir�lc "To ��nd �his message aga'rn, eli�k her�." Then cielete and retyp� the entire recipient address, If prompted with an Auto-Complete List suggesti�n don't select it. After typing the complete address, click �end. Contact the recipient (by phan�, for example) ta Check that the address e�xists and is ca�rect. Th� recipient may have set up emaif farwarding to an incnrrect address. Ask them to check that any farwarding they've sef up is working correctly. Clear the recipien# Auta-Complete Lisz in DutEoolc or Outlook an the web by fallowing the steps in this article: �ix email delivenr issues far �rror code 5.'E.1 in Office 3&5, and t�en send the messag� again. Retype �h� �ntire recipient address before selecting S�nd. G��-�o�7 W��e �a��s '�'�[�S �PA.GE ��E�� l�T�']El�'�'��l�A]L�Y �]LAI�I� CITY OF FORT WORTH Normandale and Las Vegas Infersection LnprovemenFs STAI�DARD CO3VST'RUCTION SPECiFICATIpN 17pCUMENTS PrOject I�[a: 101591 2013 PREVAILIfVG WAGE RATES (Commercial Constructian Prajects} CI,A551�ICA�IOIV DESCRIPTION AC Mechanic AC Mechanic Helper Acoustical Ceiling Installer Acoustical Ceiling installer Helper Bricklayer/Stone Mason Bricklayer/Stone Mason Trainee Bricklayer/Stone Mason Helper Carpenter Carpenter Helper Coner2te Cutter/Sawer Concrete Cutter/5awer Helper Concrete Finisher Concrete Finisher Helper Concrete Form Builder Concrete Form Builder Helper Drywall Mechanic Drywall Helper Drywall Taper Drywall Taper Helper Electrician (Journeymanj �lectrician Apprentice �Helper) Electronic 7echnician Floor Layer Floor Layer Nelper Glazier Glazier Helper Insulator Insulator He[per Laborer Cammon Laborer Skilled Lather Metal Building Assembler Metal Building Assembler Helper Metal Installer (Miscellaneous) Metal Installer Helper (MisceElaneous} Metal S#ud Framer Metal Stud Framer Helper Painter Painter Helper Pipefitter Pipefitter Helper Plasterer Plasterer Melper Plumber Plumber Helper Reinfqrcing 5teel Setter Wage Rate $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ 25.24 13.67 16.83 12.70 19,45 13.31 10.91 1i.75 14.32 17.00 11.00 15.77 11.00 15.27 11.Q0 15.36 52.54 15.OD 11.50 19.63 15.64 za.00 18.DD 1D.00 Z1.03 12.81 16.59 11.21 10.89 14.15 12.99 �.6.00 �z.oa 13.�4 11.Q4 16.12 12.54 16.44 9.98 �1.22 15.39 16.17 12.85 21.98 15.85 12.87 Page 1 of 2 Nomiandale ai�d Las Veg�s lnterseetion ]mprovements Project No: ] 01591 Reinforcing 5teel Setter Heiper Raofer Roofer Helper Sheet Metal Worker 5heet Metal Worker Helper 5prinkler 5ystem Installer Sprinkler 5ystem Installer Helper Steel Worker Struct�ral Steel Worker Structuraf Helper Waterprflofer Equipment Operators Conerete Pump Crane, Clamsheel, Sacichoe, Derrick, D'Line Shovel Forklifr Foundation Drill Operator Front End Loader Truck Driver Welder Welder Helper S $ $ $ $ $ $ $ $ $ �.�..08 16.9 � 11,15 16.35 13.11 19.17 14.15 i�.00 13 J4 15.p0 $ $ $ $ $ $ $ $ 18.50 19.�1 15.45 zZ.SQ 15.97 16.77 19.95 13.OD The pre�ailing wage rates shorun far Cammercial tonstrueYion projects were based on a salary surv�y conducted and published by the North Texas Construction Industry (Fall 2d12} Independently compiled by the Lane Gorrs�an Truhitt, PLLC Construction Group. The descriptians for the classifications listed are provided on the TEXO's (The Construction Associa.tionJ we6site, www,texoassociat9on,org/Chapter/wagerates.asp Page 2 of 2 Normandale.and Las Vegas Intersection Improvernents Project No: l O1591 �,013 PREVAILING WAGE RATE5 .� � , (Heavy and Highway Construction projects) CLA551FICATfON DESCRIPTIOM Rsphalt Distributar Operator Asphalt Paving Mathine Operator Asphalt Raker Broom or 5weeper �p�rator Concrete Finisher, Pa�ing and 5tructures Concrete �avement Finishing Machine Operator Concrete Saw Operator Crane Operator, Hydraulic 80 tons ar I�ss Crane Operator, Lattice Boom 8D Tons or l.ess Crane Operator, Lattice Boom Over 8Q Tons Crawleriractor Operator Electrician Excavator Operator, 5D,000 pounds or less Exca�ator Operatar, Over 50,flOQ pounds Flagger Form euilder/Setter, 5tructures Form 5etter, Paving & Curb Foundation Drill Operator, Crawl�r Mounted Faundation �rill Operator, Trutk Mounted Front End Loader Operafior, 3 CY or Less Fronk End l.oader Operator, Over 3 CY Labarer, Cornmon Laborer, Utility Loader/Backhoe Operator Mechanic Milling Machine Operator Mator Grader Operator, Fine Grade Motar Grader Operator, Rough Off Road Nauler Pa�ement Marking Machine Operator Pipe�ayer Reclaimer/Pul�erizer Operator Reinforcing Steel Worker Roller Dperator, Asphalt Etoller Operator, Other 5craper Operator Servicer 5mall Slipform Machine Operator Spreader Box Operator Truck Driver Lowboy-Float Truck priver Transit-Mix Truck Driver, Sing�e Axle Truck priver, Single or Tandem Axle Dump 7ruck Truck ari�er, 7andem Axfe Tractar with 5emi 1'railer Welder Work Zone Barri�ade Servicer Wage Ra#e � � $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ � $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ 15.32 13.99 12.59 11.74 14.12 iF.05 14.48 18.12 17.2i 20.52 14.07 19.80 17.19 16.99 1�.Q6 13.84 13.16 17.99 zz.o� 13.fi9 14.72 10.72 12.32 15.18 17.58 14.32 17.19 1fi.Q2 12.25 13.63 13.24 11.01 16.18 13.08 I1.51 �.2.96 14.58 15.96 14.73 16.24 14.14 12.31 12,62 12.86 14.$4 11,68 The I�avis-eacon Act prevailing wage rates shown for Heavy and Highway� construction projects were determined by the llnited 5tates Department af Labor and current as af 5eptem6er 2013, The titles and descriptions for the classificaCions Ilsted are detailed in the AGC vf Texas' Standard Job Cfassifications and bescriptions for Nighway, Neavy, Utilitfes, and Industrla] Construction in Texas, Pa�elofl Normandale and Las Vegas [ntersection lmprovements Project l�[o: 1 Q 1591